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7274
M 6 4 En4e4rpr-i seo 1 ne- c-r iia,/C J15 40 Qoo Mai n �g C a ► f b� � See-- Mao A-) Ta 7q Co j(O C&kU,A -tZ a" a! Ytnu n t r,aAjUj �'" a �'. �cam.• � I ; - ----------- Pfd l sEs� � Ek 0.9 P4 1 � -Z jr W 'r-e f 0 D-00 7rir,� �I ped. , �►�i e�Cf" q F _ (o533 w /nsal/ l a Ms(de-n ha./ P ropey,-� /�'�-esJ t4�*XVlI, s-e C- a-No-4t )(3) Also reviles Ph Sfkf,4-0 �� ccin s, c��l exP'.�u sed l ov, oZ80- �0�- /iso v-e-mg Pff a/�/t I ; {�pp�'_�/card►�7�►s 2-1 r�r/j�. -- - - - -- -- - - -- -- - --(241- ' yo CHECK BOXES AS COMPLETED ( ) Tape this form to outs` '- D 0 D O ( ) Pull ZBA copy of ND M CL a ( ) Check file boxes for p v, N ( ) Assign next number c o outside of file folder ( ) Date stamp entire or m W cp W o, o cfl file number . rn m n o o m ( ) Hole punch entire ora — n) -n ;U (before sending to T. CO , Z o 0 rn 1 ( ) Create new index'ca N o -< D �� r ( ) Print contact info & t. o 00 CD FOS( ) Prepare transmittal ti �" o w - " o ( ) Send original applicai to Town Clerk ( ) Note inside file folder 0 and tape to inside of l 0 - ( ) Copy County Tax Mai cv neighbors and AG lot. -:q:( ) Make 7 copies and pu ' ( ) Do mailing label ��� _yU BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �O��Of $UUTyOlO 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �„ Town Annex/First Floor. Robert Lehnert,Jr. • COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento ip/ COUN Southold,NY 11971 http://southoldtownny.gov • E"'EIVED ZONING BOARD OF APPEALS &*�'le-8 13,33?m TOWN OF SOUTHOLD FEB 2 6 201D Tel.(631)765-1809•Fax(631)765-9064 �• , Sou oid Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 21,2019 ZBA FILE: 7274 NAME OF APPLICANT: MGH Enterprises,Inc., T-Mobile PROPERTY LOCATION: 40200 Route 25, Orient,NY SCTM#1000-15-9-8.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated February 4, 2019 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter.268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 28, 2019. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is the coordinator's recommendation that the proposed action is recommended as CONSISTENT with the LWRP. TOWN OF SOUTHOLD PLANNING BOARD: This application was referred for comments to the Town of Southold Planning Board. In a memo dated January 16, 2019, Members of the Planning Board expressed their support of the application with the following comments: a) Substantial evergreen screening must be added to the new equipment compound to the west and north sides to mitigate visual impact. b) Approval is recommended with conditions as listed in the Town's wireless technical consultant report prepared by Jonathan N. Edwards,P.E. of CityScape dated October 24, 2018. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming lot in the in the MII Zoning District. The parcel is improved with a one-story frame restaurant with attached deck, accessory one story and two-story buildings—along-with-boat slips—The--property--measure"-8L 2-feet fronting Main.Rd.__(NY,S_Route_25)Ao_Ahe north, 752 feet along the easterly property line, 348.41 feet on Gardner's Bay to the south, and 1000.1 feet on the westerly property line. All shown on a survey prepared by Michael K. Wicks,LLS, dated December 5,2018. Page 2,February 21,2019 97274, MGH Enterprises/T-Mobile SCTM No. 1000-15-9-8.1 BASIS OF APPLICATION: Request for a Variance under Article XIII, Section 280-56; based on an application for a permit to collocate a wireless communications facility on the subject property at: 1) less than the code required minimum side yard setback of 25 feet; located, at: 40200 NYS Route 25, (Adj. to Gardeners Bay) Orient, NY. SCTM# 1000-15-9-8.1. RELIEF REQUESTED: The applicant requests variance relief to install a wireless telecommunications equipment compound with a side yard setback of 7.25 feet from the subject property line, adjacent to an R-400 Zoned NYS State Park,where 25 feet is the minimum permitted by code. ADDITIONAL INFORMATION: On February 15, 2012 in ZBA #6533 the Zoning Board granted MGH Enterprises Inc./New Cingular Wireless, LLC variance relief to install a new wireless communications tower and equipment compound having a 7.1-foot side yard setback from the property line, which was subject to a condition that they return to the Zoning Board if, in future, they wish to increase the height of the monopole. On February 17, 2017 in ZBA decision #7023 the ZBA granted Verizon Wireless Communications variance relief to install a new device on the existing communications tower and to expand the footprint of the existing equipment storage area. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 7, 2019 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The surrounding area is of mixed uses containing a marina, a restaurant, an office building and parking used by Plum Island employees, a large interstate ferry terminal with parking area, an R-400 zoned protected NYS State Park which cannot be subdivided and two large residential developments across NYS Route 25, to the north. Any detriment is mitigated by the placement of the proposed cellular equipment compound at the southernmost end of the property which is the farthest distance from existing buildings and residences in the area. Additionally dense screening exists on site and is proposed for the new equipment compound to further mitigate visual impacts. 2. Town Law §267-1b(3)(1b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. To function properly, the proposed equipment compound must be located next to the existing equipment compound which was previously granted a 7 ft. 1 in. side yard setback 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 70% relief from the code. However,the proposed equipment will be concealed inside a secure fenced compound area screened from the adjoining State Park area with landscaping and adjacent to an existing equipment compound that has had no adverse impact. Moreover, the colocation on the existing monopole will improve cell coverage needed by the community and law enforcement agencies and the Town supports collocation of existing antennas, instead of creating new sites in many locations. . 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. The Page 3,February 21,2019 #7274,MGH Enterprises/T-Mobile SCTM No. 1000-15-9-8.1 adjacent property is owned by Long Island State Park Commission (Orient State Park) and has no residential structures located within the required fall zone and is the access roadway to the park with no access to the beach within the area of the monopole site. 5. Town Law X267-b(3)(b)(5). The difficulty has been self-created. However,the original site chosen for the existing tower has not caused any physical or environmental problems for either the surrounding residential\community or the commercial community. 6. Town Law X267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of new wireless telecommunications equipment while preserving and protecting the character of the neighborhood and the health; safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dantes, seconded by Member Planamento, and duly carried, to GRANT the variance as applied for, and shown on the plans prepared by John S. Stevens, P.E. of Infinigy, (pages T-1, Z-1, C-1&C-2) dated December 5, 2018, and the survey prepared by Michael K. Wicks LLS, dated December 5, 2018. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Pursuant to the request by the Town of Southold Planning Board, proposed location and height of the telecommunications monopole must be confirmed by the Planning Board and their technical consultant as per Town Code. 2. Substantial evergreen screening must be added to the new equipment compound to the west and north sides to mitigate visual impact. 3. Compliance with all conditions listed in the Town's wireless technical consultant report prepared by Jonathan N. Edwards, P.E. of CityScape dated October 24, 2018. 4. Site plan approval received by the Town of Southold Planning Board. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result to delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. r; Page 4,February 21,2019 #7274,MGH Enterprises/T-Mobile SCTM No. 1000-15-9=8.1 procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman(Chairperson),Dantes,Planamento and Lehnert. This Resolution was duly adopted(4-0). (Member Acampora was absent) fx4l jr Leslie Kanes Weisman, Chairperson Approved for filing ;x/2019 T • -Mob Ilew , T MOBILE 14ORTHEAST LLG �.TMTRpIAi I' LI 1 3882D fill �? y 'TL-7q z F 1 RECEMD - 4 ORIENT AT&T TOWER o DEC, 21 2w Z — itonm ®�AwAtunp suBTd11TAI S__- FUM ' 40200 MAIN ROA® �,�.,,� FM FUM E ® t E1� E D BY ZBA ORIENT NY 11957 SEE DECISION -_ DATED a Ic-;� /a f (70713 GROUND 6102 MUAC CONFIGURATION) � WE � �� ws VICINITY MAP ; GENERAL NOTES _ �PROJECT' SUMMARY =- �,s;3i�',15}".��'-z."`,-,s,sur:4 "''i:iu°- ,i:�!%r�;1,;�n'f..' d :F PROJECT NO: 544-002 /.THE CONTRACTOR SHALL GIVE A1.1 NQTiCES AND COMPLY WITH B.THE CONTRACTOR SHALL PROVIDE A FULL SET Of SITE kU1�BE_R:; _ - U13882_D APPLICANT: ,T-MOBILE NORTHEAST LLC ALL LAWS, ORDINANCES. RULES, REGULATIONS AND LAWFUL CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WiTH THE SITE NAME ORIENT ATdtT,RUINER` 3500 SUNMSE;HIGHWAY' DRAW BMM z,,• pp:, �s;.�f, ; �5� m,:;•_ty• ,,w;t 2 ±z y ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY LATEST REVISIONS AND ADDENDUM OR CLARIFICATIONS GREAT,RNER, NY 11739 C Y. 1pS `issCK-� 3-:E SfTE;ADDRLSS: 40200;WIN-ROAD ^ � �3,y'aj'r r COMPANY SPECIFICATIONS, AND LOCAL AND STATE AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WiTH ORIENT,,NY.11957 T-Id081LE DEVELOPMENi CHRISTOPHER-'SCHAAF �' t �:''; j'r•:�4,r x'• �,,n k o �'3 .', f� JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE THE PROJECT. '� rj, $T �O `�e: „.. - +s:' ✓i-.r,`€�'L1: WORK. THE WORK PERFORMED ON THE PROJECT AND THE PROPERTY OWNER MC.H•ENTEttf'R1SES INC MANAGER. (631),398=3399 C(` `a i; :: tri es_, '+ i e 7%� ;'?v '''c ',;7:r-', aF, t•«,, I 9.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT ¢= :','f; i� ^' `A ``.''." "'"_'•°•="S_' F "� ''' `O'n}} ALL APPLICABLE CODES,S SHALL BE DESCRIBED HEREIN.THE CONTRACTOR SHALL BE SOLELY 40200'.,MA!N ROAD ! ORIEPIT,•.NY'1,1957, PROJECT MANAGER HIGHLANDER CONSULTANTS, RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, ROBERT FUNSE 155'CARMON AVENUE, t Yt, �h'*r�`Rsi + ,'2.THE ARCHITECT/ENGINEERnHAVE MADE EVERY EFFORT TO SET TECHNIQUES, ORIiONSDF THCEDUORES AND FOR - w{ 4a AR .,,,R� x f „t r�. re FORTH IN THE CONSTRUC ON ANO ONSTRUCT DOCUMENTS THE COORD ALL P 0 E RK DE2 NTRACT. EAST ISLIP, NY'1+1730 TOWEW OWNER- AT&T-WIRELESS' CONTACT: ,BRYAN,,FE.TON `.k `'. i*-,_•vw 3� COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB ,3 t 'r' ' Y 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY <1 :. s y ;^...tt. r IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ;(631) 56,1-8105 D - ,'k4 ;t� ;., � �_ S'1TE ':r. '" ` ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOTPEI MiTS AND INSPECTIONS WHICH ARE"REOURED FOR THE - ARCH CT EN IN i I '''`"I";'""; `� ITE G EER; NFIN GY;ENGINEERING, 3=0�. EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND WORK BY THE ARCHITECT/ENGINEER,THE STATE,COUNTY, OR LAT./LO IG.: P1.41,,99.'3126 'W 72'.14 •39.0546' ___ / _._ 07 (,CO � IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE LOCAL GOVERNMENT AUTHORITY 1033'WATERVLIET SHAKt3R,ROAD, O` Z O t"` ,^""`e :•rx"; '�": r}• ," "'- s'-.3 <1" DOCUMENTS. CONSTRUCTION TYPE: 116 AL13W,'W 12205` \`pROF�SSION�� y*^;w i .:r' Oh 11 OTECTNTRACTO G SHALL MAtIN�N ESSARYPSROP,4VING, USE GROUP: U CONfACP MAGGRE STEVENS' 4••: .r , V'," 3.THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBiLRY CURBING, ETC., DURING CONSTRUCTION. UPON COMPLETION OF = - ;(518) 690-0790 pROFES IONALSEAL �- OF NOTIFYING (IN WRITING)THE T--MOBI E REPRESENTATIVE OF WORK.THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY .`i,=-- °_',- w-..,r :..;: •�„ ai ,. �.,; _-,` <�,. ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TD THE -- - --- . a y ,' , HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE _ SUBMISSION OF THE CONTRACTOR'S PROPOSAL OR PERFORMANCE PROPERTY n' :;.. :.'_ r •b ;r •;v� #,. .0 „„,. ._s,*=,a1 OF WORK. IN THE EVENT OF DISCREPANCIES, THE CONTRACTOR PROJECT=DESCRIPTION - _ ~SHEET INDEX SIGN.PROPERTYIWDCOPYRMWED s`* fix. A SHALL PRICE THE MORE COSTLY OR EXPENSIVE WORK, UNLESS 12.THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA - WORK OFT-MDBnE.ANY DUPLICATION EXISTING MONOPOLE SHEET-- --- DESCRIPTION- -- REVISION ORUSEWITHOUTD(PRESSWRITTEN= e, `�=v�, :� ,• �;:, �-,: a„a DIRECTED IN WRITING OTHERWISE CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE ® ❑IXISTING CABOIET(S) ®OUiDODR OF ALL D1Ri, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT ❑EXISTING LATTICE TOWER ❑EXISTING RBS 8201 ❑INDOOR T-1 TITLE SHEET - 1 CONSi NTISSTRICRYPRDHIBRED.' A.THE SCOPE OF WORK SHALL INCLUDE FURNISHING OF ALL SPECIFIED AS REMAINING ON PROPERTY. PREMISES SHALL BE F �.iT `�'w:j7}�� k;«.;W a ;��ra%, :'�' MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND ❑DOSIfND 1RAN5►OSSION TOi1ER ®PROPOSED 61D2 ❑PROPOSED - f ;I;rtw:•sfi_ LABOR DEEMED NECESSARY TO COMPLETE THE WORK PROJECT �T IN CIFJW CONDITION AND FREE FROM PAINT SPOTS, ❑EKLS7iNG BAlBOARD, ❑ppy�OR�.yELL CgNCRETE PAD. Z-1,_ SITE-PLAN - 1 -- s, PROPOSED / DUST, OR SMUDGES OF ANY NATURE ❑IXISTiNG ROOFTOP SITE SUPFORF IQi ® -- - NOTE IF DRAWINGS ARE 22W.USE ❑ C-1 SITE PLAN - 1 OFTHENOFEDSCALE AS DESCRIBED HEREIN. ❑ 13.THE CONTRACTOR SHALL COMPLY WITH ALL OSHA � P�T�U GRAPHICALSCAL.EANDIOR112TIMES ❑EXISTING FLAGPOLE' SlTE;SUPPORT CA9DLET -NORTH' 5.THE SUBMISSION CONTRACTOR SHALL VITT THE JOB SITE PRIOR TO THE REQUIREMENTS,AS WELL AS THE LATEST EDITIONS OF ANY ❑EXISTING FORT WORTH- ®,PROPOSED`PPC SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE PERTINENT STATE SAFETY REGULATIONS. ❑PROPOSED'CPS' ❑PANf1E0ARD- C-2 COMPOUND PIAN & ELEVATION 1 ` HIMSELF WiTH THE FIELD CONDITIONS AND TO VERIFY THAT THE C-3 EQUIPMENT DETAILS 1 SITE NUMBER: PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE 14.THE CONTRACTOR SHALL NOTIFY THE T-MOBILE REPRESENTATIVE T-MOBLE NORDTAST LLC PROPOSES THE MODIFICATION OF AN UNMANNED C-4 EGUIPMENT SPECIFICATIONS _ 1 _- L113882D DO NOT SCALE DRAWINGS CONTRACT DOCUMDM WHERE A DOCUMENTS. T OCCURS ON IS NOT OF ORDER MATERIAL OR ' , WRRESs BROADBAND,TFACILITY.AD MON OF PROPOSED PANEL ANTENNAS, C-5 EQUIPMENT-SPEgFlCAnONS 1 SITE NAME - CONDITIONS SHALL VERIFY PLANS AND EXISTING DIMENSIONS AND 6.THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT (9)RRUS,AND'(6)'TMA UMTS.ADAON OF ICE BRIDE;£.STEEL EQUIPMENT C-6 APU SCHEMATIC IF DETAILS 1 ORIEN E NAME- CONDITIONS ON THE JOB 5iTE AND SHALL IMMEDIATELY NOTIFY THE WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITELI UNTIL CONFLICT IS RESOLVED BY THE T-MOBILE PLA7TT) . HYBRID CABLES,GPS E AHD 6102 CABOT Wi1HDR PROPOSED ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING NOT CLEARLY DEFINED BY THE CONSTRUCTION REPRESENTATIVE AREA. C-7 GENERATOR DETAILS 1- O4 MAW1109S7 _ WITH THE WORK OR BE RESPONSIBLE FOR SAME _ DRAWINGS/COACT DOCUMENTS. 15.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, E-1 ELECTRICAL SITE PLAN 1 7.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS PROPERTY LINES, ETC., ON THE JOB. E-2 - ELECTRICAL DETAILS I--- SHEET TITLE ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS 16.THE CONTRACTOR SHALL RETURN ALL DISTURBED AREAS TO E-3 COAX FIBER PLUMBING DIAGRAM 1 DAI L UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR n{pR ORIGINAL CONDITION AT THE COMPLETION OF WORK TALL YOU DIO. ORDINANCES TAKE PRECEDENCE G-1 GROUNDING AND POWER DIAGRAMS --I TITLE SHEET WWWDVfiAFEL CALL84 �OR HOD-062-7MG-2 GROUNDING DETAILS - - -1 ' - CALL THREE WORKING DAYS PRIOR TO•DIGGING G-3 GROUNDING DETAILS - 1 - Tf1aW-s KCOOIIQ sal 6JSD1f Oif __ _ COLOR CODE FOR UTILRY LOCATIONS N-1- GENERAL,AND ELECTRICAL NOTES'-' - -1 SHEETNUMBER-- N-2 GRADING A: SEDIMENT NOTES' - - 1 C SOIL„ -RSEWER YELLOW SURVEY - PINKED S S1-S11 PLATFORM DES1GN DETAILS --_ 1 TEL/CATV - ORANGE PROPOSED EXCAVATION - WHITE T■i WATER-- - BLUE RECLAIMED WATER - PURPLE pECEYVED GEtIEi21Lt=SirE 'IaoT�s: T- 1. 8 1. e . '. q J A COMPLETE SOUNDARY,WRYEY'_OF THE,HOST,PRRM WL4,'NDT- g 6� �{ BEER•PEftTOAA��31.6t itU1HIGY=BDUNDt4Y"INfDRMATI�i 6 S)IOMt ru° vrxar+"irw WAS'ODTVW MOM WORNIMP FRVdMED.BY,OTIM.,PROPM. is susacfTO Au Dsae SAIiu,CffSmmms'OF RECm, i ` t✓1'" l ®MNG BOARD OF APPEALS e+�OING i�gor va�au aasEn'aL'PRwiam,wroRLeAnDu. C J. CONERACTOR•TO FlELD VM1FY-,DWEh'S0S AS NECESSINY'Sum ��•-:• COlLSERUCIION, � h 4. THE PROPOSED DEVELOPMENT DOES NOT,RiEMIDE'SICNS DF L.EXISTING' ADYTITISTNG. - `S � rl''1 'GARNE DRS:BAY-" 5 THE PROPUSSD;OPMVMENTTr -IS MR=AND IEREFORE ODES } NR,REOUIRE A,UF tS,V,MTERSiPPLY,,OR SUMU DISPOSAL' S�OR jam{ No LANDSCAPRIC WORK-IS PRDPOSED'E4 CONJUNCTION WITH'THLS DEYr7.OPNENf OTHER 1NAq THIS A711CN`Es SFISNN.` %' \ '� •✓ '7. THE PROPOSED DMOPUENT-DDES.NOT•WQUDE EXISTING WOODEN ��` .-� f OUEODAR'STORAGE'OR ANY SOHO WASTE'RECEP,TACL£S; MARINA DOCK (TYP.) �,%' "ll �/`w g Ami LocA i, �T rcauR� RECORDS THE SUBMITTALS atSMNCE~.,EXTENE AND EJEACT HORIZONUL A`ED VERRCAL UVE DES CRIPfIDN REVISION /'•�� �,� EXISTING'SHORELINE LOCATIOAS•OF,UM1I!ES:HAS.NOT,BEEN VUM.AW,CONERACTOR "4/14/1 Fan FUM 0 Jt✓`�' J %� %'��, "*. iFAST eHovt6�OUNDR to Ns WOW 44Ss"utem•,Ar '/06/'0 �sm.m aa,a0„ , i '•.•✓ IJ 12.+ �- J- 9. nm:MEDP i Rs.'_.EEE E2EUOVED-15TTHA1 - EXISTING WOODEN MARINA DOCK (TYP.)- •y' - s. Z•EXiSTING.BEACH ,, SITE LEGEND. ''-'"� — - �• � SITE PROPER Y'LINE STREET OR:ROAD arc• Nwto l D%M- - �/' lac ' ✓+ l �-•_ �" CHAIN UNK-'FENCE w UAX EXISTING RESTAURANT& ` /_ MARINE FUELING STATION S71NG WOODEN , /.' RETAINING WALL(TYP.) �•` � „-�:.= OPAOUE..WOODENjENCE --- sm. - - 1 TREES SHRU85 �'r- PROPOSED T-MOBILE W-611'17=0'RAISED SIEEL _ _ /_ E771/iPM£NT PUTFORM 1NDIAV,PRA°OSED' PROJECT NO: 614.002 r"r 'rn 1 •/�• r "'�r� iia; 14-OW Ar 0%&45t AREA W1 OVLRHEAD ICE CANOPY C-2 TREE UNE DRAWN BY: BMM �EXISTING•BAY .(FOR ADd/D0_NAG#X MAAOW,'RDM?,TO'PAGES S1-S11) 38f+ UTILITY,POLE ZD RFA MPS iJ APPROXIMATE LOCATION OF /.•• •', ~,I `- I r I` - ��16�3 �~'•4 � (E�' EXISTENG �rOrN EXISTING PROPERTY UNE r. \ .t 1 ~, ��+� -4 �'/ _C ,.^,.-- `p. �,,5��;t;,�, =-i;, .✓'Y,° E �. (P) PROP.OSEO / - �/ ,., 1.... r•^ I. -'"r c'c?,•!.I,`'•.,+=':fv�:aw,.�•s-' 7 - '. ,�-+'':� i � - - I tT I/,,/- O .=�• ' EXISTING MONOPOLE TOWER / PARGEL KEYIs v 'e EXISUd ROCK / 1,'PRP ISESERTY NWNER• MGH.ENTERfid 07109 N t``• 1 _' PALL(TYP.) �` PARCEL•ADDRESS:- R 40200:1WN ~5 r t1 ' — ,-EXISTING FENCED ,-f" . cr ROAD ORIENT;'N1(. ;.�•'�I+ �� ':�P,!�. r�''_.� —�_ TAX ID:,1000015000900008001' EQUIPMENT COMPOUND THIS oocuEaExTISTHCREATION, ACREAGE '4J3' DESIGN.PROPEIMAND COPYRIGHTED WORK OFT-MOBILEANY DUPLICATION �J� a_ OR USE WITHOUT EXPRESS WRITTEN APPROXIMATE LOCATION• �'� 'S1A(EPARKWAY ��_ „__ — - - CONSENT IS STRICTLY PROHIBITED. i`` _ - / - _ • OF EXISTING TREE LINE - ^,,,,,. ,�__,---•--^ FINA ti __ - ._ i• ,' + - :''�' _ ._ --'""- - � NOTE IF 22'xUSEL cRAPEDCAL SCALE ANWroR12TINES 'yr i ��' '� i'•! Y�y -� �^^. � �� `A,, '> y OF THE NOTED _ REVS >J I� SITE NUMBER �r i EXISTING -� -� E D B Y ZA � LI1 STORAGE BUILDING` SEE DECISION SITE NAME: 'EXISTING ASPHALT ENT AT&T TOWER W ER PARKING LOT DATE4=MAIN ORIENT,NYR 957 }� EXISTING TRANSFORMER, METER AND DISCONNECT SHEET TITLE SITE PLAN GRAPHIC SCALE: - - I 1 SITE PLAN 20' 10' 0 10' 20s SHEET NUMBER - BASENIAPPING IS BASED ON AERIAL , PHOTOGRAPHY, PROVIDED DRAWNGS BY WFC, DATED 02/21/17 AND A SITE WALK COMPLETED NORTH -- SCALE;AS NOTED- n . "-- Z-1! BY INFTNIGY ON 03/�5/18 AND DOES NOT SCALE (11X17): 1 . = 20'-0"- REPRESENT-AN. 0—0 REPRESENT_AN.ACiUAL 1lmD SURVEY.._- -_ SCALE (2204): 1" = 10'-0" �' � - - -- ----� -- - - - - - I GENERAL'SiiE'NOTES: n o'■ ■ • ■, FOR ORE NFORMAMON PERTAINING TO � �= I W PLATFORM DESIGN. REFER TO A. &CMrJL0r.tD N0ARY SURAY•OrINE HOST.PARCEL,HAS NOT •� a'O PERFORPED QY 1 tNlt3GY;89UNQlRY WOR1UTC)N'E9tMI'- aawimmpnus _ i 'PLATFORM DESIGN REPORT.'OOMPL.ETEDt1A5,OsrntNEQ,FtmltRnRw►iroN•PWd0ED-eY',OnM,PAOPFrm, I BY INFlN]GY.DATED 12/05/111' � C �v�� ts'suwECr 7D ALL EASEYENiS A4D;RFSiT6LTIOtiS a<'REcmm• i 2; 80.5ENMPC ••.NFORMAi�ON>>?A4wQV PRaV16m INFO-AUATION. W.WRACTOR �VLRiTY.DL�6ET151UN5 AS�CESSl�R1'TtcfCRE , �- � .CommiCRDN., POTENTIAL ROUTE OF NATURAL ` Rd PPEpL5 4: THE-PROPOSED-DBELOPNENT DOES`RDT UICLUOE SIGNS--OF GAS LiNE FROM MAIN ROAD ' A OFA AlIVERTISIND s ---'"•� / �®�llAG�o ,./ _a 'THE PaDPasEo'D*:vELOPNENr P;uvMawrtn AwDiHEREfoRE DOES, `EXISTING 1 — __y � NOT REQUIRE R•!1'cF'LS'OF WATER SUPPLY OR SE6AGE-DISPOSAL 3 LL PARKING LOTS 1` �r rx ,NO uNDSCAPINGNvloRx ISNPRQPOSED;IN,cONnR+=W TH?Ns Jr�„ / 4-- r/ QEVELOPNFNi'OiNERl1L+eV THAT YrRCH'S SHOYffL s \ `' �\ l 7: THE;PROPOSED+OEV1ffLQP1lENT'DOTS'NOT INCLUDE L! 1 z'� \ OUi�OR STORAfS'OR ANY SMA-WASiE,RECUMCLES. B.' UfW�fES SH01YN,ON PIAN ARE-TAKEF FROM OWNERS RECORDS SUBMITTALS `EXISTING ""f- - <- - --- ;. AND FTQD-•LOCATION OF'YISM SURFACE.FEATURES..THE' GRASSY ARE , DWENCE,EXTENT AND•EKACT HORIZONTAL AND--WWAL. °'"' -°Escrcmlrox 20N �, M I LOCk=IS OF-UTI11nES-HAS,NOT,MEN VER7fIEQ.,ANY CONTRACTOR 0°r'v'" aO°a' o ..�-` ROP-PROPOSED T-MOBILEPLA 1Ft7Ia!l SUPPOPT PIER ''ti.. •PERFOt;LNMiG;W�KAN;THIS'SITE,LIUSf CONUICFMSS UiCITYAT" ' "�'• -`�"O1f"1p"' -' • �^ LEASE All ROURS_PRTOR TO+COMVENCIND',N'ORK. j FOR MORE INFORM417ON SE'E SREEM SI-S11) ` ,� y<'"'� "�• s:• A'x OSSOLElEOR.UNUSED'FAMITIES SOIL BE-REUD M rT" T-MANE 3 . �••,,. ,� Tr�DNn+s Qr,cssrnDy,oF:oP�w►nws. ' - ''... ACgESS CAIE 3 Ea9S W RELOCATED O4 NEW SHRUBBERY �' a :gig°,,MSN' AS REOWRED(nP. OF(5) 70TAL) _ : �� ,10 :�- _ �—�� , � ' ,,* PROPOSED T-MOME AGS STAIRS(FOR SEL LEGEND - 1S MORE WMA �E 9/EE'1S S1-S11 - SITE PROPERTY;LINB -- 3 PROPOSED T-MdB1LE 14'-0 �* ,� ) -- TALL FEIVCE DnWON(10 ; "4 _ " �V,' PROPOSED T-MOBILE W-M 1r O' RAISED STEEL. ,` STREET,OR•ROAD' oac nm wa anima - , C-5 MATCH EXISnNc fEn+cE) - j-✓�. ' EQUIPAMVT PL47FORM HMO PROPOSED , WE 14=07f -OUASE AREA W/OVERHEAD ME CANOPY C�J-2 CHAIN;LINK;FENCE. W)c (FOR MORE iNFORMA770A& SEE MEM 57-S11) r - OPAOUE..WODDEN FENCE EXISTING RETAINING TREES%SHRUBS �.,_ PROJECT NO: 644-002 WALL(TYP.) \ TREE LINE DRAWN BY: - - BMM rJ, p• � F,'.`1• ntFy, EXISTING GRAVEL (TYP.) )8( UTILIiY POLE I CHEC :MPS' N! , EXISTING g4p,.J ,i 0 SAND LOT EXISTING CARRIER RAISED T `l (E) EXISTING.- P S:S T 4 \ `to� 3i1q STEEL EQUIPMENT PLATFORM .r I EXISTING SHRUB TO BE RELOCATED TO EDGE \\ ray ary�t �� (P) PROPOSED • v OF PROPOSED T-MOBILE COMPOUND \ r E4{t'« iv:� MSANC GRADE TO BE LEVELED AND GRAM M �. �_ : UPON CWFLOON OF CONSIRUCTOv '9 EXTENSION OR REMOVED (TYP. OF(5) TOTAL) t :+>y;i{il!7; ` \ 4 1, t � FUTURE PROPOSED T-MIf OBLE iCE t "( r.'1 1 MOW TO BE ROUTED BELOW C _ a ` EXISTING CARRIER FENCED —5 E0snNc EQUIPMENT COMPOUND ;109 -EXISTING CARRIER RAISED 1 PROPOSED T-MOBILE(18)7/8-COAX �' " \, 'y` k STEEL EQUIPMENT PLATFORM ' CABLES 70 BE ROUTED FROM PROPOSED i EQUIPMENT CABINET 70 PROPOSED THIS oocuMENTISTHE CREanON, DESIGN,PROPERTY AND COPYRIGHTED WORK OFT•MOBD.EANY DUPLICATION 't` 0R USE WtTHDDT EXPRESS WRITTEN \• ',`� j r \ = '. f CONSENT IS STRICTLYPROHi9nED. • `'', � --' EXISTING ACCESS FINAL i .I f 1�'•` `:, �1�..-3�.'`'y',_ter_ n�(L.`,yr'i,,•\ MAP NOTEIDRAWINGS(TP•) 2LT',NUSE GRAPHICAL SCALE AORR '-s `EXISTING STEALTH REVIEWED BY ZBA OFTHEN U WSITE NUMBER:BEER:R: MONOPOLE TOWER v APPROXIMATE LOCATION -� L113882D OF EXISTING TREE LINE �gl-% SEE ®E C'S I®N # 7Q7 SM NAME: BRIDGE CARRIER ICE / / p�e �T RENTMAIN ROAD `. li BRIDGE (TiP.) 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J ' 8.20 S `� TOWN OF SOUTHOLD �'� Y ' l� 0 SUFFOLK COUNTY, N. Y, +805 ,+6.36 1 (20) ,3 SURVEYED: DEC. 5, 2018 ASPNqLT P p AVEMENT +7.86- ,/+7.22� / ' 1 J NOTES: +'PIC 111 1. PROPERTY KNOWN AS TAX MAP# 1000-015-09-8.1 � J ho) J 2. LOT AREA =202,276 SOFT. (4.643 ACRE(S)) +7'44 3 vw 90 ' I 3. THIS SURVEY WAS PREPARED USING A TRIMBLE 1' ` DIR AREA S3 ROBOTIC TOTAL STATION. �LK1IEAp J +7.82 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY. TB11=642 5. ELEVATIONS REFER TO A NAVD88 DATUM. THH.639 STANDARD NOTES: -__ DOCK` 1. COPYRIGHT 2018 MICHAEL K. WICKS LAND SURVEYING 2. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF NEW YORK STATE EDUCATION LAW. 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL �- WORK AND OPINION. DOCK 4. CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. 5. THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. Z DOCK Ljj 6. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE �- J NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND Cp IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE =_ Q IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. +8.72 a 7. THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO 6'92 J THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER 8, DSK ti TYPE OF CONSTRUCTION. Q 3 W COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED Z OR EMBOSSED SEAL SHALL NOT RECONSIDERED TO BE A VALID COPY. � sr DOCK +7.75Af n m +6.30 ~K J N ±751 J J � 1841'6.95 J +9.21 77311-6.90 J a 08.05 CONCRETE +8.07 Q p S8.7' --- RAMP WOOD WALL J 0� MANFIDIMo PUT. J 20.4 " 50.2 A/C •�� � m AREA J �p 7.83 �7.s3 0 o Fr > Story °5 GATE a _ $N ame Restaurant 1Q6N 19.7 � J }� r NNaEs i� 0200 "Orient 98y The Sea" N a �v NO +8.05 20.8 10.5 FFL - 10.00a 27.0 = WOb kPL66.3' m 9 "'�AREA N N 7: ZF n R BUSED"�DECK 42.6 'm CQS MAS. RAMP O o RAMP pL m ? J O lFs a RAISED MnOD DECK C� -1 J 6.59 y PL 18N="� L'J � 707 a Zf M 4.0' 20.0 1 x-712 � q 1 "gym o 1 �t 4.pr 20.0 (. O __4 J +7.00 ' a J mo J 1 1 J J a o J 1_ 1 J a Q 1 ti J J z +5.30 7.15 / \ DOCK + +7.45 61 / +7.45 7.65 \ c SAND,GRAVEL AND DIRE AREA \ IR TBH--6.60 TBH--6.75 m ETAL DOCK W Q) Z CONCRETE BOAT RAMP =1+2.33 1 ^, TBH=6.95 Cl)`l TBH=6.70 { BOARDWALK BI><xEIEAD TM=8.2O ° I M 125''NOA10P0� I � T� 19.5' +9.45 172.9' I "1 +9.07 SND, GRAVEL AND DIRT AREA m W (�' AW.TBH=9.90 1 V 8p'0 I =8.40 O Op SAND,GRAVEL AND DIRT AREA / TBN-8.4O \\ o A� Q) A$. ' / CoCli \ jrX [JCC 2 0 1 ECIV \ / \ M RD&TMM \ _ o 00 HIGH WATER UNE SAND/BEACH AREA x G} `� u� �Ct � �/y ' LOW WATER UNE m (p � y't'•w',��J�143 t Lig \ /'---// / " Aj d MICHAE K WICKS, P.L.S. #50390 '(v \A/, G / w MICHAEL K. WICKS E� LAND SURVEYING SAL MAP o 200 BELLE VIEW AVENUE, CENTER MORICHES, NEW YORK 11934 REVIEWED BY ZBA O VOICE: 631.874.0156 - FAX. g.cam SEE DECISION # _7,-Z7/ A www.wickslalydsurveying.com , RECORDS OF RICHARD C. DRAKE DATED c9 ) /,,pI ,AA SCALE: SURVEYED BY: DRAWN BY: SHEET: 1"=30' S.S./J.R. S.S. 1 OF 1 �3 C:\Users\sonny\Documents\40200 MAIN ROAD ORIENT (ORIENT BY THE SEA).dwg(SURVLY (17L)) Lost Modified: Dec 11, 2018 Plotted by sonny om S-kZAJ4 COUNTY OF SUFFOLK ' 57 S k tA., W (RECEIVED FEB 0 7 2019 BONING 60.ARD®FAPPEq ® - Sfeve'n-Bellone SUFFOLK COUNTY EXECUTIVE _ Department of Economic Development and Planning Theresa Ward Division of Planning Deputy County Executive and Commissioner and Environment February 4, 2019 Town of Southold, Zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold,NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections A14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted,to the Suffolk.County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number MGH Enterprises, Inc./T-Mobile #7274 Stritzler Family Trust #7277 Victoria, Theodosius W. #7278 & 7280 Very truly yours, Sarah Lansdale Director of Planning Theodore R. Klein Principal Planner TRK/cd H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,11th FI ■ P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 ■ (631)853-5191 s✓�tAl UV1W a, ®F sour OFFICE LOCATION: �� yQ MAILING ADDRESS: t��� Town Hall Annex '`O l® P.O.Box 1179 54375 State Route 25 Southold, NY 11971 1', V (cor.Main Rd. &Youngs Ave.) cia G Telephone: 631 765-1938 Southold,NY 11971 • �O p LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM q RECEIVED To: Leslie Weisman, Chair JAN 2 8 2019 Members of the Zoning Board of Appeals From: Mark Terry, Assistant Town Planning Director ZONING BOARD®PAPP LWRP Coordinator Date January 28, 2019 Re: LWRP Coastal Consistency Review for ZBA File MGH ENTERPRISES INC/T-MOBILE #7274 SCTM# 1000-15-9-8.1 MGH ENTERPRISES INC/T-MOBILE#7274 - Request for a Variance under Article XIII, Section 280- 56; and based on an application for a permit to collocate a wireless communications facility on subject property at: 1) less than the code required minimum side yard setback of 25 feet; located, at: 40200 NYS Route 25, (Adj. to Gardeners Bay) Orient,NY. SCTM# 1000-15-9-8.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of. Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me,the proposed action is recommended as CONSISTENT with the LWRP. Pursuant to Chapter 268, the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: William Duffy, Town Attorney artTV OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �`� �® P.O. Box 1179 9„�,„��r 54375 State Route 25 �® �® Southold, NY 11971 i� ®""j' cor.Main Rd. &Youngs Ave.) ,ss22, Southold NY � `Z-�' Telephone: 631765-1938 �1 www.southoldtownny.gov DO `� UN RECEIVED RECEIVED PLANNING BOARD OFFICE JAN 116 2019 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS MEMORANDUM To: Leslie Weisman, ZBA Chairperson Members of the Zoning Board of Appeals From: Donald J. Wilcenski, Planning Board Chairman Members of the Planning Board Date: January 16, 2019 Re: Request for Comments for T-Mobile Wireless at MGH Enterprises SCTM#1000-15-9-8.1 ZBA#7274 The Planning Board has reviewed your request for comments for the above-referenced colocation with a new wireless equipment compound at less than the minimum side yard setback of 25' (7'3" proposed) and supports granting the variance with the following comments: • The proposed equipment compound is adjacent to a New York State Park. Substantial evergreen screening must be added to the new equipment compound on the west and north sides to mitigate visual impact to the adjacent State Park. • The Town's wireless technical consultant has reviewed the application and recommends approval with conditions as listed in their report (see attached report from CityScape). Thank you for this opportunity to provide comments, and please feel free to call us with any questions. Town of Southold C a YS Telecommunications Site Review 7050 W.Palmetto Park Road#15-652 Collocation Application Boca Raton,FL 33433-3483 Tel.877.438.2851 Fax:877.220 4593 October 24,2018 Mr. Brian Cummings Planner Town Hall Annex Building 53095 Route 25 Southold,New York 11971 RE: Town of Southold/SCTM#1000-15-9-8.1 T-Mobile Northeast LLC/L113882D/Orient AT&T Tower Dear Mr. Cummings, At your request, on behalf of the Town of Southold ("Town"), CityScape Consultants, Inc. ("CityScape") in its capacity as telecommunications consultant for the Town, has considered the merits of the above referenced application submitted by T-Mobile Northeast LLC ("Applicant") to install (collocate) its equipment on an existing concealed slick-stick tower. The existing structure is eighty-nine (89) feet tall. The tower is located at the Orient by the Seas iWarina & Restaurant, 40200 Main Road, Orient,New York, see Figure 1. SupporL.Structure & Equipment It is proposed to install three (3) panel antennas and six (6) amplifiers at the seventy-five (75') level on the tower. Six (6) coaxial cables will connect this equipment to the ground compound. All of this is to be concealed within the Outer walls of the Structure, see Appendix, Exhibit A. Town of Southold/SCTM41000-15-9-8.1 9`'F , ; T-Mobile Northeast LLC/Ll 13882D/Orient AT&T Towel* Page Page 2 :} ` i, i s Ground Compound The Applicant is proposing to extend the existing ground compound by adding a 15'X 18' fenced area. The existing fence will be extended to enclose this new area, see Appendix, Exhibit B. It is noted that the existing fence is listed as 13 feet tall. The proposed extension is shown to be 14 feet high. This may include barbed wire. Clarification should be sought to ensure the extension matches the existing in height. There will be a raised platform installed within this expanded compound to support the equipment. The platform will not extend above the fence. It is also noted the proposal does not meet the side yard setback requirement of 25', listed in the Ordinance, bulk schedule for business, office and industrial districts. The existing fence runs parallel to this property line. The proposed extension not only increases the compound by 18 feet along that parallel line, but it also intrudes into the setback by 5 feet 3 inches, thus reducing the distance to the property line. It appears from the plans that there isn't room to install landscaping along this western edge due to this 5'3"area that protrudes westward. The Applicant is proposing to relocate the existing plantings around the existing fence to the northern edge, but not the western. The Town should inquire to the Applicant if they can revise its compound plans to better continue the existing fence line and possible permitting landscaping along the western edge. This should be considered as part of the formal waiver that is needed for this further encroachment of the setback by this application. StrUctural AnaMis The Applicant submitted a structural analysis dated, January 29, 2018 and based on ANSI/EIA/TIA-222-G, Class I1, Category D. The structural analysis indicates that proposed additional will load the tower to 57.2%while the foundation will be 24.3%,see Appendix, Fxhibit B. It is noted that this is a significant reduction in the previous analysis, which is due to revisions in the New York wind speed criteria. Also, New Cingular Wireless PCS LLC also filed an application to modify its equipment on the sante tower shortly after this proposal was received. Thus; this analysis does not include those modifications. However, the New Cingular Wireless PCS LLC structural analysis does include this modification, herein. Town of Southold/SCTM41000-15-9-8.1 T-Mobile Northeast LLC/LI13882D/Orient AT&T Tower Mk y3i� L Page 3 c c, n 4 T A N t qc: Wireless applications, other than new support structures are governed under the Middle- Class Tax Relief and Job Creation Act of 2012 (Tax Relief Act)and shall be afforded streamlined processing with a qualified application. A qualified application under the Tax Relief Act cannot increase in size of the ground compound,or tower structural changes increasing the height or girth by ten percent (10%) or twenty (20) feet, whichever is greater. The extension to the ground compound does not meet this criterion and this application needs to be heard in a public hearing. Granting the setback variance is at the Town's discretion. Should the Town grant this setback variance, as all other technical requirements appear in order, CityScape recommends a>n-ow I of the application with the following conditions: 1. Should the Town require the Applicant to revise the western fence edge to continue the existing fence line, landscaping should also be planted along this western edge to continue the existing plantings on that side; and, 2. All of Applicant's feed lines/cables shall be installed inside the monopole structure; and, 3. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife; and, 4. The facility shall remain secured and protected from unauthorized personnel. I certify that to the best of my knowledge all of the information included herein is accurate at the time of this report. CityScape is only employed by local governments and has unbiased opinions. All recommendations are based on technical merits without prejudice,according to prevailing laws and codes. Respectfully submitted, f , . Jonathan N. Edwards, P.E. CityScape Consultants, Inc. Town of Southold/SCTN4#1 000-15-9-8.1 p T-Mobile Northeast LLC L113882D Orient AT&T Tower Page 4 C ') N 1, U 1. " A � V S I N C 17-21131=I! DeLorme Street Atlas USAO 2009 gr Lit— ...... A L ,v,",d, Fiortire 1 —Site Location Town of Southold/SCTIvI#I T-Mobile Northeast LLC/LI000-15-9-8.113882D/Orient AT&T Tower Pages T A N T AppeR Ix Town of Southold/SCTM#1000-15-9-8.1 a: - T-Mobile Northeast LLC I LI13882D/Orient AT&T Tower Z i DER Page C0N :> UE. TAN i' E F•^aTCeUf T:3>&K1�t;:4�t�..`�..3'�'�SA::a�, Up.Pat —ITICII t—IVO�s M740 i . ��f yam• N ! i I al i j ;, I ' Yen.���qr»Gav' Tit D _ k e-,' � +.. ,. Y e ,. a •_ -_�1YaV�-- .. �w4-.<.�iea^!W4"rva Exhibit A — Support Structure Town of Southold/SCTM#1000-15-9-8.1 T-Mobile Northeast LLC/L113882D/Orient AT&T Tower ' � � Pagel c oNFU1. n rS , Exc . r- nares A9XM SOXA"AWL W)_-_ f' (rp) •Ts gnaw trtp a f�J Tc�rc) ," t `' i ✓ ' . 1. }°; F asa (j)sa=MM) aAdW SM frk,".e at , .4 i:FA<<►>�'Il'a2�, .t;;�,> _ � r :`'+,'•..w"w"_.`�•'=":`• ---GC.SS?uG,l3'+Fa.�f'T;}Sr tAW[32at3'tD CG%Urw a cW6rWDW fi^ :✓'^'�� J•.✓'y/l�,J 4 �t�d fit. EQ.W DVT ep-re < s'w"i^�i>#� awife d. �>'l i•• > e H. tt� > a�g# } /^ F-MCM— A=GAI MM ovv 79 qg i r,s Y a fm Wr Mrcwkw) T-MMr r! �';«y.,r�'•1- :✓''....�-.:.<'` res, .'.« "^':.;1 MMEOr T-Rd'�t�)Tom'LXk.Y C.s�ZS y `�„'•' .``F.;%.":^�s:.=" .-.": V T TI f ANYMMS F .. F-Oa-rad'-0-IAUMD Z `fF \� !9>.l`'. y °'-s- Y3.' "rte••- ,. ..� µ•t. 1XT17t36YV{'Tal-Mr$N£A4.T=A9AV Ls°d N- Exhibit B—Ground Compound Town of Southold/SCTM#1000-15-9-8.1 T-Mobile Northeast LLC/Ll 13882D Orient AT&T Tower '-an Ec' --a Page 8 0 1 A T a t&t AT&-i Ta AA,r,, Man DaurJimy 5U)0 Oinve 520 South MWn SIV—t,SOe 2531 A41 30W Ak,�,n,OH 44311 f 6 70)9 i 02 6 Qlb;927-86P7 GPD1 2018723.01.48780.04 jan uary 21),2018 RIGOROUS STRUCTURAL ANALYSIS REPORT AT&T DES145NATION. Site USID: 48780 Site I'A: 10107374 Site Name. EAST ORIENT POINT T-Mobile Site,7- 1113882D T-Mobile sile'Narne. Orient AT&T Tower AT&T Project-, TMO Colocal"i 12.13-17 ANALYSIS CRITERIA. Codes. TIA-222-G,2015 ISC&2016 NYSUC 136-uVh Ultimate(3-second gu-.1)with 0'Ice 105-mph Nominal t3-second gml)with 0'ice ,SB4nph(3-iieCC.-KI gust)With 0,75'ice SITE DATA: 40200 Main RoM,Orient,ANY 11457,Suffolk County Latitude 41'9'9.9"N,torigilude 726 14'38'W Market,NYCiNN) 69'Valmont Stealth',14onopoie wl 20'extension Gpt) K pleaix%' -c 4Umut lh€4 'Itrixurml ^valyros Report 1"I detrwillm, !hl. sou-iwal 41h"vii' of f'W IN, of tl-(' 10 1v-'v "he 5u;1XJ'.h!y m if)(-luvw? 011;em%lmg ar'd Analysis Results 'Rato w'qh prop^ct,&JUp.'U'lit x CPO app.tE-r;.11-?'."p K1,09 QU'COntir-MM4 pmhT Io4m, m)v,zmtJ A'J.T it qt^l"iris 11<';NJ halh<, 0'-1 this'W'Inv U* '. v)(: I of NE tA0 «t 17. fit A Exhibit C—Structural Analysis Summary OAR®Of APPEAL Fee:$ Filed By: Assignment No. APPLICATION TO-THE SO.UTHOLD TOWN BOARD OF APPEALS - - - - AREA VARIANCE House No. 40200 Street Main Road Hamlet Orient SCTM 1000 Section 15 Block 9 Lots) 008.001 Lot Size 4.55 Zone MII I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR ` DATED TBD BASED ON SURVEY/SITE PLAN DATED in_process of additional revision per Town= Owner(s):_ MGH ENTERPRISES INC r Mailing Address: PO BOX 333, ORIENT NY 11957-0333-- Telephone: _631-926-3736 Fax. Email. obtsr@aol.com NOTE:Im iddition to{lie'aEi'ove.please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Bryan Felton for Name of Representative: rY ( )Owner(x)Other: Applicant Address: 155 Carleton Avenue, East Islip, NY. 1.1730. = 3 Telephone: (631)581-8105 Fat:�(631)581-8205 Email;- bfeltonanhighlanderinc.com Please check to specify who you wish correspondence to be mailed to,from lite above names: ( )Applicant/Owner(s), (x)Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED and DENIED AN APPLICATION DATED. FOR: (x)Building Permit ( )Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction i (x)Otho: Planning Approval H ZBA Approval Provision of the Zoning Ordinance,Appealed. (Indicate Article,Section,Subsection of-Zoning Ordinance by numbers.Do not quote the code.) Article: - - Section: Subsection: Type of Appeal. An Appeal is made for: ( )A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. O Interpretation of the Town Code,Article : -Section (x)Reversal or Other setback variance&Application for T-Mobile collocation A prior appeal( ) has, (x) has not been made-at any.tiimcWitlr-respect to tliis`'pt=npertr�, UNDER Appeal No(s). Year(s). - :(Please be sure to research before completitig this yueslioW or call our officefor assistance) Name of Owner; ZBA File# z r RECEIVED DEC 2 12018 Name of Owner: ZBA File# BONING BOARD OF APPEALS k REASONS FOR APPEAL (Please be specific, additional sheets maybe used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of'the neighbor or a detriment to nearby properties if granted,because: Currently there is an existing telecommunications facility which houses AT&T as well as Verizon T-Mobile's application would simply be a collocation to the already existing facility 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: Applicant is proposing additional space from what the existing collocators have already constructed. 3.The amount of relief requested is not substantial because: T-Mobile's proposed equipment will fall within general conformance to what is already existing. 4.The variance will NOT have an adverse effect or impact on the physical'or environmental conditions in the neighborhood or district because: T-Mobile's application would simply be a collocation to the already existing facility. 5.Has the alleged difficulty been self created? { }Yes,or{ }No Why: N/A Are there any Covenants or Restrictions concerning this land? {x}No { } Yes(please famish a copy) This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. Signature of App c t or Authorized Agent {� (Agent must submi r en Authorization from Owner) S n to before�cQthis F day off �d .20 t "ary JENNIFER 00N6HUE" p Notary Public -State of N®yY„'York, N o. 01 006211094 Qualified in Suffolk County 'r Commission Expires 09/08/20_, APPLICANT'S PROJECT DESCRIPTION APPLICANT: T-Mobile Northeast, LLC DATE PREPARED: 11/30/18 1.For Demolition of Existing Building Areas IqV�p REVC+EAl9ED 1,;n "� 1 Please describe areas being removed: Not Applicable - --_ ZONING gCARb-OF-APPEALS IL New.Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: Not Applicable Dimensions of new second floor: 'Not Applicable Dimensions of floor above second level: __ ____ Not Applicable, Height(from finished ground to top of ridge):,Not Applicable- Is basement or lowest floor area being constructed?If yes,please provide height-(above ground)measured from natural existing grade to first floor: Not Applicable 3 M.Proposed Construction Description (Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations:, Not Applicable Number of Floors and Changes WITH Alterations: Not Applicable IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 5%AV. Proposed increase of building coverage: Square footage of your lot: -& Percentage of coverage of your lot by building area: V.Purpose of New Construction: _T-Mobile proposed to add antennas within the existing concealed tower in addition to proposing to install ground related equipment that will power the site as per the enclosed plans- VI.Please describe the land contours (flat,slope %,heavily wooded,marsh area,etc.) on your land and how it relates to the difficulty in meeting the code requirement(s): Proposal was designed in a way to minimally impact the-existing_site characteristics-so not to encroach on the, usable space within the property.-- Please roperty_Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. 4/2012 DECEIVED QUESTIONNAIRE DEC 21 2018 FOR FILING WITH YOUR ZBA APPLICATION 7.®NYNG BOARD OF APPEAL A. Is the subject premises listed on the real estate market for sale? Yes x No B. Are there any proposals to change or alter land contours? _X_No Yes please explain on attached sheet. _ C. 1.)Are there areas that contain sand or wetland•grasses? No 2.)Are those areas shown on the survey submitted with this application? Not Applicable 3.)Is the property bulk headed between the wetlands area and the upland building area? Yes 4.)If your property-contains wetlands or pond areas,have you contacted the Office of the Town trustees for its determination of jurisdiction?N/A Please confirm status of your inquiry or application with the Trustees; N/A and if issued,please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? N/A E. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting?_No Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? No If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking,please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? No If yes,please label the proximity of your lands on your survey. I, Please list present use or operations conducted at this parcel MI I. Marina//Other. Telecommunications and the proposed use No change_..__ _ (ex:existing single family,proposed:same with garage,pool or other) AA011S_ Authorized sign re and Ifate -vi� DEC P" A, 2018 AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS ZONING 130ARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit, site plan approval,use variance,area variance or subdivision approval on property within an agricultural district OR within 900 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. I. Name of Applicant:-T-Mobile Northeast, LLC _ 2, Address of Applicant:- 3500 Sunrise Highwa GjaatRLv-Pr NY 11739 3. Name of Land Owner(if other than Applicant): MGH ENTERPRISES INC 4. Address of Land Owner:,PO BOX 333- ORIENT NY 11657 5. Description of Proposed Project: Applicant proposes to collocate.on existing telecommunications facility ' by installin�antennas and ground related equipment as per plans submitted herewith. 6. Location-of Property;('road and Tax map number) 40200-Main Road, Orient, NY 11957 Parcel Number:-1000-015-00-09-007008-001 7. Is the parcel within 500 feet of a farm operation? { }Yes {x}No 8. Is this parcel actively farmed? { ) Yes {x}No 9. Name and addresses of any owner(s)of land within the agricultural district containing active,farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff,it is your responsibility to obtain the current names and mailing addresses from the Town,Assessor's Office (765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. k 2. 3. 4. 5. 6. (Please use the back of this page if there are additional property owners) 4ignature of Applic Date Note. 1 The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2,Comments returned to the local Board will be taken into consideration as part as the overall review of this application 3.Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. 1 RECEVED Short Environmental Assessment Form DEC 2 12018 Part 1 -Project Information ZONING BOARD OF APPEALS Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part.1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Orient AT&T Tower/L113882D Project Location(describe,and attach a location map): 40200 Main Road,Orient,Suffolk County,NY 11957 Brief Description of Proposed Action: Proposed installation of three panel antennas at a centerline height of 75 feet above ground level within an existing 89-foot stealth monopole tower, Support equipment to be installed on a proposed 15-foot by 18-foot raised steel platform,to the north of the existing tower.Coaxial cables will be routed from the lease area in a southerly direction to the existing tower.Based on information provided the facility(Le associated support equipment)will be elevated at least one-foot above the base flood elevation.(See No 16 Below) Name of Applicant or Sponsor: Telephone: 631-581-8205 T-Mobile c/o Wiresless Towers,LLC E-Mail: jmooney@h ig hlanderinc.com Address: 3550 Sunrise Highway City/PO: State: Zip Code: Great River NY 11739 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that 171 ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: El ❑ Wetlands Approval(Town of Southold Board of Trustees), Tidal Wetlands Permit(NYSDEC),Special Exception Permit(Town of Southold) 3.a.Total acreage of the site of the proposed action? <1 acres b.Total acreage to be physically disturbed? <1 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? <1 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial [Z]Commercial 91Residential(suburban) mForest ❑Agriculture El Aquatic mother(specify): Telecommunications Facility ❑Parkland Page 1 of 3 T �® r - RECEIVE® DEC 2 1 20�� 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ZONING BOARD OF APPEALS ❑ ❑✓ ❑ b.Consistent with the adopted comprehensive plan? ❑ ❑✓ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ ❑✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify:Name Peconic Bay and Environs.Reason-Protect public health,water.vegetation.&scenic beauty, Agency:Suffolk County,Date:7-12-88 ❑ Z 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES ❑✓ ❑ b.Are public transportation service(s)available at or near the site of the proposed action? ❑ ❑✓ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ ❑✓ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: El F7Action will not exceed the state energy code. 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ Potable water not required for proposed action. Action is an unmanned telecommunications facility. 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ Wastewater treatment not required for proposed action. Action is an unmanned telecommunications facility. 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ❑✓ ❑ b.Is the proposed action located in an archeological sensitive area? ❑ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑✓ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Freshwater Forested/Shrub Wetland approximately 150 feet west of the Project Site and Fstuarine and Marine Deepwater Wetland approximately 70 feet northeast of the proposed Project Site. Note.Project located in NYSDEC Wetland Checkzone, however,site is undeveloped area,no hydric indicators and no hydric soils were observed on the Project Site. 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: m Shoreline m Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban m Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ❑✓ ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm,water discharge,either from point or non-point sources? NO YES If Yes, � 1:1a.Will storm water discharges flow to adjacent properties? [:1 NO ❑YES b.Will storm water discharges be directed to established conveyance systemsrunoff and storm drains)? If Yes,briefly describe: 1E NO ❑YES Page 2 of 3 P 1 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: Z ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: Z I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: T-Mobile do Wiresless Towers,LLC Date: December 5,2018 Signature: Tama Troutman,EBI Consulting RECEIVED DEC 2 A 2o18 ZONING BOARD OF APPEALS PRINT FORM Page 3 of 3 Fuentes, Kim From: David Kenny <dkenny@snyderlaw.net> Sent: Friday, January 04, 2019 4:50 PM To: Fuentes, Kim Cc: Sakarellos, Elizabeth; Westermann, Donna; Robert Gaudioso Subject: RE: T-Mobile 40200 Main Road, Orient, NY 11957 Attachments: LI13882D_owner authorization for TMO legal.pdf; Transaction Disclosure Form Snyder.pdf Hi Kim: Hope you had a Happy New year. Please find attached the Owner Authorization form and Transactional Disclosure form for our firm as representatives of the applicant T-Mobile. Please let me know if there is anything else you require in advance of the Planning Board meeting on the 141H Thank you, David Kenny, Esq. Snyder& Snyder, LLP 94 White Plains Road �1 Z2 Tarrytown, New York 10591 Phone (914) 333-0700 Fax (914) 333-0743 `®® Confidentiality Notice: This communication contains privileged and confidential information intended only for the use of the addressee. If you are not the intended recipient, be advised that the unauthorized dissemination of this communication is strictly prohibited. If you have received this communication in error, kindly notify sender by collect-call for further instructions From: Fuentes, Kim [mailto:kimf@southoldtownny.gov] Sent: Friday, December 21, 2018 3:46 PM To: David Kenny<dl<enny@snyderlaw.net> Cc:Sakarellos, Elizabeth <elizabeth.sakarellos@town.southold.ny.us>; Westermann, Donna <donnaw@southoldtown y.gov> Subject: RE:T-Mobile 40200 Main Road, Orient, NY 11957 Hi David, Please see attached documents to be completed for representatives of the applicant, and returned to our office. Thank you. Kim E Fuentes Secretary to the Zoning Board of Appeals i AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emplovees The purpose of this form is to hrovide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Snyder&Snyder, LLP (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) l I�r�I Tax grievance Building Permit ✓ ji�l;�ACC//\°'� Variance ( Trustee Permit I Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Special Permit Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO v/ If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant,or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this 4th day of Janu r ,2019 Signature ,27 Print Name _ &�J l Owner authorization ®f.9n applicant 1, Robert Haase, owner of the property identified as SCTM# 1000-015-00-'09-00-008-001 in 40200 Main Road, Orient, NY 11957-1130, hereby authorize Snyder & Snyder, LLP 'to apply for,a site plan on our property and hire any agents necessary to complete the work involved in the site plan application process with the Southbld Planning Board. Signature: Sworn before me,thisf-4 day orq,d,Qaw [Notary Stamp] To cam.- ii- Notary PabItc, ta-e of Nuri York Qualified in Suffolk,County No.OISC4725089 Term Expires May 31, 1%1441® �a .e 7/7' s.� ,4 PECBVED DEC , 12018 APPLICANT/OWNER ZONING BOARD OF APPEALS TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on-the hart of towii officers and ettipioyices.111c purpose of this form is to provido information i0iich catualert-the town of possible conflicts of interesfaifd allmV It to,-tikeivhatever action is necessitry to'nvvoid"nie. ��/�' YOUR NAME:_ JAa-a- P ►l 1� , (Last name,first name!,middle initial,unless ydu are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit _ Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in Which the town officer or employee owns more than 5%of the shares. YES NO If No,sign and date below.If YES,complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) Q an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submittedthis day of�.u. 20I J Signature Print Name JENNIFER DONOHUE a� Notary Public-State of Ng�t York;; No. o1 D06211094 =- 0ualified in Suffolk County Commission Expires 09/08/20 r y APPLICANTIOWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethicsprohibits conflicts of interest on the part of town`officers and einlil6yees.The-Ournosci of this form is to provide information which vitunlert the town of-iiossible conflicts of interest and allow it to take whatever, action is necessarv�to avoid same. YOUR NAME: (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone. Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship" includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If No,sign and date below.If YES,complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the'applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) Q an officer,director,partner,or employee of the applicant;or 1))the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day oh 20_ Z- Signature _/,�64 Print Name t ROBERT I.SCOTT,JR. j Notary Public,State of New York Qualified in Suffolk County No.01 SC4T25089 Term Expires May 31,2.n Town of Southold RECEVED v� DEC LWRP CONSISTENCY ASSESSMENT FORM ZONING BOAM OF APPEALS A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 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). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the 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 undertaken. 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 Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 15 _ 09.00 _ 008.001 PROJECT NAME T-Mobile Site name: Orient AT&T Tower; T-Mobile Site ID number: L113882D The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board 0 Building Dept. ❑ Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): (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) (c) Permit, approval, license, certification: Nature and extent of action: • Applicant proposes to collocate on existing telecommunications facility by installing antennas and ground related equipment as per plans submitted herewith. 0 t Location of action: 40200 Main Road, Orient, NY 11957 WB Site acreage: 4.55 '"PEALS BOARD Present land use: MII (Marina);Telecommunications Facility ZONING Present zoning classification: - Mil 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: T-Mobile Northeast, LLC C/O'Hi hlander Consultants (a) Name of applicant: 9 (b) Mailing address: 155 Carleton Avenue, East Islip, NY 11730 (c) Telephone number: Area Code( ) 631-581-8105 (d) Application number, if any- Will nyWill the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No 0 If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not 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 POLICY 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. ❑Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable R ECE14DED DEC 21 2018 ZONING BOARD OF APP AA S Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ❑X Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section IH—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ❑X Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section HI— Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes ❑ Nox❑Not Applicable RECENED UE 2 1 W ZONING BOARD 01-APPEAM 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. ❑ Yes ❑ No❑ Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes❑ No 0 Not Applicable Attach additional sheets if necessary WORDING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No X❑ Not Applicable RECED DEC 2 1, 20IR ZONTNG 8()ARD OF APPEALS Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ❑X Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable 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 ❑ No 0 Not Applicable PREPARED BY Bryan Felton TITLE Project Manager DATE 11/26/2018 Amended on 811105 1 Board of.Zotting ApRe:ds Apiilication_ 7(%%G 60APD OF APPEALS AUTMOR]ATION (Where the Applicant is not the Owner) j,. Robert Haase residing at PO BOX 333, ORIENT NY 11957 (Print property owner's name) (Mailing Address) do hereby authorize T-Mobile Northeast, LLC '(Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. (Owner's Signature) Robert Haase (Print OwnRPublic, COTT, 1 te of w York j Qualified inSuffolk County No.01SC472508 Term Expires May 31,�� FORM NO. 4 ' TOWN OF SOUTHOLD RECENED BUILDING DEPARTMENT DEC ���� Office of the Building Inspector Town Hall Southold, N.Y. ZONING BOARD OF APPEALS CERTIFICATE OF OCCUPANCY No: Z-28163 Date: 01/11/02 r THIS CERTIFIES that the building ACCESSORY Location of Property: 40200 MAIN RD ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 15 Block 9 Lot 8.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 19, 2001 pursuant to which Building Permit No. 27273-Z dated APRIL 27, 2001 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY BUILDING AS APPLIED FOR. ZBA #4905 DATED 1/4/01.' NEW YORK STATE PETITION #2002-0003. The certificate is issued to M.G.H. ENTERPRISES, INC. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-01-0004 12/14/01 ELECTRICAL CERTIFICATE NO. N 574842 10/30/O1 PLUMBERS CERTIFICATION DATED 10/24/01 GALE KASKE C* n Authorized Sip i ature Rev. 1/81 FORM NO. 4 2--74 RECEIVED TOWN OF SOUTHOLD BUILDING DEPARTMENT OEC 2 12018 Office of the Building Inspector Town Hall Southold, N.Y. ZONING BOARD AFAPPEALS CERTIFICATE OF OCCUPANCY No: Z-32315 Date: 04/26/06 THIS CERTIFIES that the building ANSEL SYSTEM Location of Property: 40200 MAIN RD ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 15 Block 9 Lot 8.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 24, 2005 pursuant to which Building Permit No. 31018-Z dated MARCH 24, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is INSTALLATION OF AN ANSEL SYSTEM & HOOD IN EXISTING RESTAURANT AS APPLIED FOR. The certificate is issued to MGH ENTERPRISES, INC. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2051426 04/26/05 PLUMBERS CERTIFICATION DATED N/A. J � Authorized Signature Rev. 1/81 Town of Southold Annex � �. qECEIVED 1/9/2014 P.O.Box 1179 54375 Main Road DEC % 1 818 ���� Southold,New York 11971 ZONING BOARD OF APPEALS CERTIFICATE OF OCCUPANCY No: 36694 Date: 1/9/2014 THIS CERTIFIES that the budding SOLAR PANEL Location of Property: 40200 Route 25,Orient, SCTM#: 473889 Sec/Block/Lot: 15.-9-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/28/2013 pursuant to which Building Permit No. 38482 dated 11/6/2013 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ROOF MOUNTED SOLAR PANELS AS APPLIED FOR The certificate is issued to Mgh Enterprises Inc (OWNER)- - of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38482 12-20-2013 PLUMBERS CERTIFICATION DATED Auth d Si atur Town of Southold Annex �� 1/13/2015 1*41 P.O.Box 1179RECEW 54375 Main Road Southold,New York 11971 DEC ZONING BOARD OF APPEALS CERTIFICATE OF OCCUPANCY No: 37382 Date: 1/13/2015 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 40200 Route 25,Orient, SCTM#: 473889 Sec/Block/Lot: 15.-9-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/19/2014 pursuant to which Building Permit No. 3§723 dated 3/19/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: wireless communication monopole with equipment as applied for per ZBA#6533 dated 2/15/2012 (New Cing_glar Wireless/AT&T) �r The certificate is issued to Mgh Enterprises Inc (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38723 7/24/2014 PLUMBERS CERTIFICATION DATED J- A/AfhAzdSignatLre %if FQt,r, Y RECEIVED coG Town of Southold 3/20/2017 P.O.Bog 1179 DEC 2 1 ��,� O 53095 Main RdO�ING Southold,New York 11971 BOARD OFAPp&giS CERTIFICATE OF OCCUPANCY No: 38866 Date: 3/20/2017 TMS CERTIFIES that the building COMMERCIAL ADDITION , Location of Property: 40200 Route 25,Orient SCTM#: 473889 Sec/BlocIdLot: 15.-9-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/4/2016 pursuant to which Building Permit No. 41188 dated 11/23/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, for storage only, to an existing restaurant as applied for. The certificate is issued to Mgh Enterprises Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41188 2/15/2017 PLUMBERS CERTIFICATION DATED Wu— \�' �)� Au ed7ature RECEIVED FFO[,tTown of Southold 12:7y 9/24!2018 P.O.Bog 1179 DEC 2 1 ?_0i8 o • � 53095 Main Rd 4A ZONINC BOARD®FApB�EALS �ao0 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39918 Date: 9/24/2018 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 40200 Route 25,Orient SCTM#: 473889 Sec/Block/Lot: 15.-9-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/29/2017 pursuant to which Budding Permit No. 41667 dated 5/25/2017 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: wireless pole extension,co-location and related equipment as applied for per ZBA#7023 dated 2/16/2017 and Planning Board for Verizon. The certificate is issued to Mgh Enterprises Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41667 1/24/2018 PLUMBERS CERTIFICATION DATED 00C d ignature APPEALS BOARD MEMBERS ®�OS�FFO(�►� OG Southold Town Hall Gerard P. Goehringer,Chairman �� y` 53095 Main Road James Dinizio,Jr. yP.O. Box 1179 ze Lydia A. Tortora -iSouthold,New York 11971 Lora S. Collins Al � ZBA Fax(631)765-9064 George Horning Ol 41 � Telephone (631) 765-1809 BOARD OF APPEALS RECEIVED Z,7 TOWN OF SOUTHOLD DEC 2 12018 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 18, 2001 ZONING BOARD OFAPPEAL Appl. No. 4905—ORIENT BY THE SEA MARINA/MGH ENTERPRISES (HAAS) Parcel Location: South Side of Main Road (S.R. 25), Orient PARCEL 1000-15-9-8.1 Date of Public Hearing: January 4, 2001. FINDINGS OF FACT PROPERTY FACTS: A site plan prepared by Architechnologies, dated October 19, 2000, shows the subject property to be a parcel of 4.55 acres lying between Main Road and Gardiner's Bay in Orient. It is improved with a restaurant and a marina for commercial and recreational fishing boats. BASIS OF APPEAL: Building Inspector's Notice of Disapproval, dated November 21, 2000, denying a permit to construct an accessory building because it would be 3 feet from the property line whereas Code section 121C(1) requires a minimum setback of 20 feet. RELIEF REQUESTED: Applicant requests a variance authorizing the location of the accessory building as proposed, with a 3-foot setback from the westerly lot line. REASONS FOR BOARD ACTION DESCRIBED BELOW: On the basis of testimony presented, materials submitted and personal inspection, the Board makes the following findings: (1) Applicant wants to provide adequate restrooms for marina patrons, as well as some cold storage for patrons' fish and ordinary storage space for his business. He proposes to build a 20 x 40-foot structure containing these facilities. (2) The property is deep from Main Road to the Bay, but narrow, and the entire center is a boat basin. The relatively narrow strip of land between the westerly lot line and the boat basin is paved and provides vehicular access with parking spaces abutting the westerly lot line. The rational location for the proposed building is on this paved strip. Although there is open land near Gardiner's Bay, that would be a very inconvenient location for the proposed building. (3) In order to minimize interference with vehicular traffic moving through the property and using the parking spots on the westerly edge of the property, applicant wants to place the proposed building only 3 feet from the westerly lot line. The Board believes this location is desirable for vehicular and pedestrian safety. Since the land to the west is open parkland owned by New York State, construction in the proposed location will not produce an undesirable change in the character of the neighborhood or detriment to nearby properties. 1 • r t 'Page 2—January 18, 2001 Appl. No.4905—Orient by the Sea Marina 1000-15-9-8.1 at Orient � L- N RECE&E® DEC 2 12018 ZONING BOARD OFAPPj (4) There is no evidence that grant of the requested variance will have an adverse effect or impact on physical or environmental conditions. (5) The action set forth below is the minimum necessary and adequate to enable applicant to provide adequate restroom and storage facilities in a rational location, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION/ACTION: On motion by Member Collins, seconded by Member Dinizio, it was RESOLVED, to GRANT the requested variance subject to the CONDITION that the accessory structure shall at no time be used as sleeping or living quarters. Vote of the Board: AYES: Members Goehringer, Dinizio, Tortora, Collins. (Member Horning of Fishers Island was absent.) This Resolution was duly adopted (4-0). * x ER ARD P. GOEHRINGE , CHAIROAN l _ .L • 1a laiJ uU lJ�i��Li/ T()11f L' DAT 3o Town Clerk, To in of BOARD MEMBERS *0f So�jy Southold Town Hall Leslie Kanes Weisman,Chairperson �0� Oho 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P.Goehringer G • Q Town Annex/First Floor,Capital One Bank George Homing Q 54375 Main Road(at Youngs Avenue) Ken Schneider I�CVU ,� Southold,NY 11971 http://southoldtown.northfork.net lCCE=Li7 ZONING BOARD OF APPEALS DEC 2 2018 TOWN OF SOUTHOLD Tei.(631)765.1809•Fax(631)765-9064 "t' TP Z01MING BOARD OF APPF-AL F4 A,V, ,� "' % 1 20 12 FINDINGS,DELIBERATIONS AND DETERMU4Ci ON .9 AA MEETING OF FEBRUARY 15,2012 - c ZBA FILE: 6533 NAME OF APPLICANT:MGH Enterprises,Inc./New Cingular Wireless, LLC PROPERTY LOCATIONA0200 Main Road(adj.to Gardiners Bay)Orient NY SCTM#1000-15-9-8.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 12, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 30,2012. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION. Subject property is a conforming lot in the MII zone. It is improved with a one story frame restaurant with attached deck, accessory one and two story building, along with boat slips. It has 181.72 feet of frontage on Main Road (SR 25), 752.00 feet along the eastern property line, 348.41 feet on Gardiners Bay and 1000.01 along the western property line as shown on the survey dated 4-6-2006 last updated 10- 27-2011 prepared by Hawkins Webb Jaeger,PLLC. BASIS OF APPLICATION: Request for Variances from Article XVII Code Section 280-70i(3) and Article XIII Section 280-56 (Bulk Schedule), based on an application for building permit to install a wireless telecommunication tower and equipment and the Building Inspector's October 17, 2011, amended November 9, 2011 Notice of Disapproval at; 1) less than the code required distance to adjacent residential property line of 500 feet,2) less than the code required side yard setback of 25 feet. RELIEF REOUESTED: The applicant requests variances to install a new wireless communication tower and equipment at 7.1 feet from a residential property line where the code requires minimum distance shall be no less than 500 feet and a side yard setback of 7.1 feet where the code requires 25 feet. ADDITIONAL INFORMATION: The Zoning Board requested comments from the Planning Board. In a memorandum dated December 20,2011,the Planning Board stated they just received the Site Plan and Special RECEWED Page 2of3—February 15,2012 DEC 2 12018 ZBA File#6533—MGH Enterprises,Inc./New Cingular Wireless,LLC CTM:1000-15-9-8.1 470NING BOARD OFAPPEALS Exception applications and have not yet determined their completeness. The Planning Board requested a condition be added to the decision stating the proposed height and location are necessary and confirmed by the Planning Board as per Town Code. The applicant submitted, on Feb. 6, 2012,a letter from NYS Office of Parks,Recreation, and Historic Preservation indicating that the applicant's proposed project will have "no effect upon the cultural resources in or eligible for inclusion in the National Registers of Historic Places;"and a cover letter explaining that that State was duly notified by certified mail about the public hearing and had not replied and did not appear in opposition . FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 2,2012 at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The surrounding area is of mixed uses containing a marina,a restaurant,an office building and parking lot used by Plum Island employees,a large interstate ferry terminal and a residential development. Any detriment is mitigated by the placement of the tower at the southernmost end of the property which is the farthest distance from the existing buildings and residences in the area. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance because any proposal to construct a cellular tower to fill in the gap in coverage that is proposed by this request in this area of Southold Town would require similar or larger variances. 3. Town Law 4267-b0)(b)(3). The variances granted herein are mathematically substantial. The code required minimum distance of all wireless equipment adjacent to residential property lines is no less than 500 feet, the applicant is proposing a 7.1 foot setback, representing a greater than ninety eight percent (98%) relief from the code. Also the requirement of a 25 foot minimum side yard setback is proposed to be reduced to 7.1 feet; this represents a seventy percent(70%)relief from the code. However,the residential property in question is owned by Long Island State Park Commission(Orient State Park)and has no residential structures located within the required fall zone and is the access roadway to the park with no access to the beach within the area of the monopole site. 4. Town Law 6267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. With respect to the physical impact on the neighborhood,the Board finds,based on the report submitted by the applicant titled "Proposed Public Utility Wireless Communications Facility Orient By the Sea" Prepared by VHB Engineering surveying and Landscape Architecture,PC,that the location is the least obtrusive,given the uses in the surrounding area and the limited choice of locations for siting such a structure. As for the environmental conditions with respect to the radio frequency emissions,the total amount emitted will be more than 48 times below the limit established as safe for continuous human exposure as set by the FCC and stated on page 12 (Compliance Conclusion) of the report titled "Antenna Site FCC RF Compliance assessment and Report submitted by the applicant's expert consultant 5. Town Law X267-b(3)(b)(5). The difficulty has been self-created. The applicant choose the-parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to choosing this location. However,the difficulty is actually caused by the lack of any parcel within the proposed effective range of the proposed tower that would not need even more extreme variances. RECEIVED. �Z Page 3 of 3—February 15,2012 DEC 2 2018 ZBA File#6533—MGH Enterprises,Inc New Cingular Wireless,LLC CTM. 1000-15-9-8 1 ZONING BOARD OFAPPEALS 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new wireless telecommunication tower and equipment while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Member Schneider, and duly carried,to GRANT,the variance as applied for, and shown on the site plan prepared by William F. Collins, AIA,Architects, LLC and dated 4/27/06 last revised 10/28/11 and the survey dated 4-6-2006 last updated 10-27-2011 prepared by Hawkins Webb Jaeger,PLLC. Subject to the following conditions: CONDITIONS: 1. The height and location variances granted in this decision is subject to the Applicants receiving site pian and Special Exception approvals and confirmation of the necessity of the proposed location and height, as per Town code,from the Southold Town Planning Board. 2. Although the drawings approved in this decision refer to a monopole designed to telescope to 90 feet in height,this decision is not a de facto height variance.The MII zone permits a maximum of 80 feet for cell towers;and should the applicant deem it necessary in future to increase the height of the monopole beyond what the code permits,they must return to the ZBA for a height variance. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature far an alteration that does not increase the degree of nonconformity Vote of the Board: Ayes:Members Weisman(Chairperson),Schneider,Dinizio,Horning. Member Goehringer was absent. This Resolution was duly adopted(4-0). Leslie Kanes Weisman, Chairperson Approved for filing ,' /�� /2012 BOARD MEMBERS �uIr$O y Southold Town Hall Leslie Kanes Weisman,Chairperson h�� OlG 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank Geor96 Horning 'Q �`a� 54375 Main Road(at Youngs Avenue) Kenneth Schneider l�Co� ,��'v Southold,NY 11971 s� http://southoldtown.northfork.net RECEIVE® I ZONING BOARD OF APPEALS a'�1 pig TOWN OF SOUTHOLD FEB 2 2 2017 ,FCEIVED Tel.(631)765-1809•Fax(631)765-9064 DEC 201$ so ofd Town Jerk__ 2:ONINC BOARD OF APPS IDINGS9D TIl E ATIONS FEBRUARY 6AND T DETERMINATION 2017 ZBA FILE: 7023 NAME OF APPLICANT: MGH Enterprises,Inc.Verizon Wireless PROPERTY LOCATION: 40200 NYS Route 25,Orient,NY SCTM#1000-15-9-8.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 19, 2016 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. ` LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the.Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator issued a recommendation dated January 30,2017. Based upon the information provided on the LWRP Consistency Assessment Form submitted to-this department, as well as the records available, it is the coordinator's recommendation that the proposed action be EXEMPT from LWRP review pursuant to Chapter 268,Mainor Actions Item(F). TOWN OF SOUTHOLD PLANNING BOARD: This application was referred for comments to the Town of Southold Planning Board. In a memo dated January 27, 2017, Members of the Planning Board expressed their support of the application with comments,and recommended that the Zoning Board of Appeals include a condition that the proposed location and height be confirmed by the Planning Board and their technical consultant as per Town Code. . PROPERTY FACTS/DESCRIPTION: Parcel is a conforming lot in the in the MII Zone. It is improved with a one story frame restaurant with attached deck,accessory one story and two story buildings,along with boat slips. It has 181.72 feet on Main Rd. (SR25)'to the north,752 feet along the easterly property line' 348.41 feet on , Gardners:Bay to the south and 1000.1 feet on the westerly property line. Shown on a survey prepared by Hawkins Webb Jaeger, PLLC' last revised November 15, 2014 and a site plan (Page SP-10.0.00) prepared by WFC Architects,last revised May 23,2016. BASIS OF APPLICATION: Request for a Variance under Article XIII, Section 280-56; and the Building Inspector's October 18,2016 Notice of Disapproval based on an application for a permit to collocate a wireless RECEIVED DEC 2 12018 Page 2,February 16,2017 #7023,MGH Enterprises,Verizon Wireless ZONING BOARD O Y SCTm No.1000-15-9-8.1 OF communications facility on subject property at: 1) less than the code required minimum side yard setback of 25 feet; located,at:40200 NYS Route 25,(Adj.to Gardeners Bay)Orient,NY. SCTM# 1000-15-9-8.1. RELIEF REQUESTED: The applicant requests variance relief to install a wireless telecommunications equipment compound with a side yard setback of 7.25 feet from the subject property line, adjacent to an R400 Zoned NYS State Park, where 25 feet is the minimum permitted by code. The Notice of Disapproval was amended on August 24, 2016 to address the need for a variance from the Zoning Board of Appeals and further amended on October 18, 2016 to correct errors. ADDITIONAL INFORMATION: The Chief of Police of Southold Town submitted comments by email to the Chairperson of the Zoning Board of Appeals,on January 31,2017, addressing this application. He indicated that it was critically important that the proposed Verizon Wireless equipment be approved by the Board of Appeals.,He stated that the local police participate in counter terrorism drills with other local, state and federal agencies; and that current spotty communications from Orient Point and Plum Island both by radio and cell phones would be greatly improved with the installation of this proposed cellular equipment. The Suffolk County Police Department indicated in'their letter of December 2,2016 submitted by the applicant,that they fully support the application due to the need for communications coverage for police and public safety. The applicant also submitted several reports including three engineering reports and an FCC Compliance Assessment Report which will all be forwarded to the Planning Department for their review of the site plan application. On February 15,2012 in ZBA#6533,the Zoning Board granted MGH Enterprises Inc./New Cingular Wireless, LLC variance relief to install a new wireless communications tower and equipment compound having a 7.1 foot side yard setback from the property line,which was subject to a condition that they return to the Zoning Board if, in future,they wish to increase the height of the monopole. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 2,2017 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The surrounding area is of mixed uses containing a marina, a restaurant, an office building and parking used by Plum Island employees, a large interstate ferry terminal with parking area, an R-400 zoned protected NYS State Park which cannot be subdivided and two large residential developments across NYS Route 25,to the north. Any detriment is mitigated by the placement of the proposed cellular equipment compound at the southernmost end of the property which is the farthest distance from existing buildings and residences in the area. Additionally dense screening exists on site and is proposed for the new equipment compound to further mitigate visual impacts. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. To function properly, the proposed equipment compound must be located next to the existing equipment compound which was previously granted a 7 ft. 1 in. side yard setback 3. - Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 70% relief from the code. However,the proposed equipment will be concealed inside a secure fenced compound area screened from the adjoining State Park area with landscaping and adjacent to an existing equipment Page 3,February 16,2017RECEIVED #7023,MGH Enterprises,Verizon Wireless SUrn No.1000-15-9-8.1 DEC 21 2018 4. compound that-has had no adverse impact. Moreover, the colocation on®the�exiiMIMAWF mill improve cell coverage needed by the community and law enforcement agencies and the Town supports collocation of existing antennas,instead of creating new sites in many locations. . Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. The adjacent residential property is owned by Long Island State Park Commission(Orient State Park) and has no residential structures located within the required fall zone and is the access roadway to the park with no access to the beach within the area of the monopole site. 5. Town Law X267-b(3)(b)(5). The difficulty has been self-created.However,the original site chosen for the existing tower has not caused any physical or environmental problems for either the surrounding residentiahcommunity or the commercial community. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of new wireless telecommunications equipment while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Dantes, and duly carried,to GRANT the variance as applied for, and shown on the five page Site Plan(Pages T-100.00, SP-100.00,A-100.00, A-101.00,A-102.00,prepared by WFC Architects,last revised May 23,2016. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Pursuant to the request by the Town of Southold Planning Board,proposed location and height of the telecommunications monopole must be confirmed by the Planning Board and their technical consultant as per Town Code. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. 1 Page 4, February 16,2017 —7z7 #7023,MGH Enterprises,Verizon Wireless (RECEIVED SCTm No. 1000-15-9-8.1 DEC 2 12018 ZONING BOARD OFAPPeALS Pursuant to Chapter 250-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman (Chairperson), Schneider, Horning and Dantes. (Member Goehringer not present) This Resolution was duly adopted(4-0). 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Y G' f • Highlander Consultants, Inc. Town of Southold Building Department ffi RECERVE® 54375 Main Road Southold,NY 11971 DEC 2 12018 Attn:Zoning Board of Appeals RE: T-Mobile Northeast LLC ZONING BOARUOF APPEALS 40200 Main Road,Orient,NY 11957 Assessor's Info:1000-015-00-09-00-008-001 Dear Kim E.Fuentes, We are the Site Acquisition Firm for T-Mobile Northeast LLC("T-Mobile").T-Mobile is seeking permission to co-locate a wireless telecommunications facility ("Facility") on an existing telecommunications tower ("Existing Tower") located at the above referenced property("Property"). By way of background, kindly note that T-Mobile is licensed by the Federal Communications Commission to provide wireless communication services throughout the New York metropolitan area including the Town of Southold.The Facility will consist of three(3)small panel antennas,supporting coax cables that will run the length of the tower and one equipment platform which will be fenced in to match existing carrier installations.The Existing Tower supports wireless facilities by other carriers and, therefore,the T-Mobile co-location proposal is a modification of an existing base station. Accordingly,we respectfully submit the foregoing items to be permitted by building permit only.In furtherance of the foregoing submission please find copies of the following documents: I • ZBA Decision; • Current Notice of Disapproval(Township has confirmed N/A); • Application Form; • Owner's Consent; • Copies of all CO's or Pre-CO Township; • Project Description Form completed; • Questionnaire Form; • Agricultural Data Form:(Township has confirmed N/A); • Transactional Disclosure Form(s); • Survey/Site Plan; • Building Plans; • Recent Photos; • LWRP Form; • Town Property Assessment Card; • EAF Form; • Filing Fee:check payable to the Town of Southold. We thank you for your consideration.If you have any questions or require any additional documentation,please do not hesitate to contact me. 155 Carleton Avenue, East Islip, NY 11730 Phone(631) 581-8105 * Facsimile (631)581-8205 7�-7 RECEIVED Highlander Consultants, Ince DEC � I ?w Respectfully Submitted, ZONING 130ARD OF APPEALS a Bryan E.Felton Highlander Consultants,Inc. Office Phone:631-581-8105 Facsimile:631-581-8205 (by email—bfelton@highlanderinc.com) 155 Carleton Avenue, East Islip, NY 11730 Phone (631) 581-8105 * Facsimile (631)581-8205 raECENED DEC � 120 Highlander Consultants, Inc. ZONING BARD OFAPPEALS 1 Town of Southold Building Department 53095 Route 25 Southold, NY 11971 Attn: ZBA RE: T-Mobile Northeast LLC 40200 Main Road, Orient, NY 11957 Assessor's Info: 1000-015-00-09=00-008-001 Dear Kim E. Fuentes, Please accept this correspondence as confirmation that the proposed installation, as outlined in the Construction Drawings, will be completed as part of T-Mobile's installation. Moreover,the cost of the total proposed construction cost of the equipment is$125,000.00. Respectfully Submitted, Bryan E. Felton Highlander Consultants, Inc. Office Phone: 631-581-8105 Facsimile: 631-581-8205 (by email—bfelton@highlanderinc.com) 155 Carleton Avenue, East Islip, NY 11730 Phone (631)581-8105 * Facsimile (631)581-8205 . e NOW Ty ------ _7 - - 2 ILL d±7 r V 15-9-8.1 11/01 --- I i--- I _ M. Bldg. _::�_ ___��. • __ ' - _ ---.. Bath � � - ;� 'TDinette F,-,i_,ndction � � Extension 1 Basement -� Floors K. - - - - Extension Ext. Wnlls Interior Finish LR. -- -- ` ' DR. Extension ! I Fire Place Heat C'`-» - ' Roof — Rooms 1st Floor 1 BR. YP �f,ecreation Room 2nd Floor F.N. B. Porch i ----- -------- -- Porch 7 w - i r 'Dormer Breezeway Driveway 7IL _ s Garage Patio O. B. I I Total -- EiviammoLtamommsimmmommmmmmmmmMMEMMEM mommmmmmmmmmimmmmmmmmMMMMMMMEMONE 15.-9-8.1- 01/19/2017 -7-MENEEMMMMMMMMMMMMMmmmmmmmmmmomom mmmmmmmmmmmmmmmmmmmmmMMMMMMEMMEM mmmmmmmmmmmmmmmmmmmmmMMMMMMMMMEMMMM ommmmmmmmmmmmmmmmmmmmMMMMMMMMMEMMEM P-c NEE CB Foundation OTHER �■ • FULL CRAWL PARTIAL •• ®■ SLAB Finished B. Interior Ext. Walls ON Him ml��Immmm J -7/ 301Doi8 'I Obb- 15-- 9- TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET• '40 z00 7-VILLAGE DIST SUB LOT hr- Or le-n- 2.e ACR. REMARKS k I-- liz- A-Mold efllf� co. '�- 557 TYPE OF BLD. St PROP. CLASS s-70 LAND IMP. TOTAL DATE, -7 00 (//a O-Aymzi V740�� 104 0 712 oo� �z ,a 7-ZAt� ;-IJ V7 _ 0 FRONTAGE ON WATER TIULALEO FRONTAGE ON ROAD WQODLAND, DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL C i -71301 DOI S 0 l TOWN OF SOUTHOLD PROPERTY RE- AW OWNER SjREET ; ' " VILLAGE DIST. SUB. LOT T*, kb FREOWNER j�N - `J I I J OMR OWE ACR. -. _ ,- i . - � • ' � j -/ � S W TY0E- OF BUILDING RES, SEAS: �- M FARM ¢ COMM. CB. M-ISC. Mkt. Value lit ,`_'7_ it C/— VL. .AND IMP. TOTAL DATE REMARK$ L—'7 9r� W dt�ItP oYv M' 7� .211 Q 4Od. — Loa,Zvi c; •r `P1'al i/I m—.r= '� trQtl. 1�„" ':�r a.GF�!�N•� kyles To 1 �. rrf yr c,_ 7`" A/t7 r�a�� c3'Cx a.`'"E's- I h 8r'. r Suess r�/y__U s } - 4 . ld J•��S /"�!sti ,^s, ,: [a. Z--.✓ A Z) rr;r AG � �t�! 7/?i'�b7-'"c -- U/d•�y ;P�0 S� r -/ 8► i;itG7( B ILDINGCO blTl N 3 O / � ft !�-API✓�`j� �c1� L / •d r 1.�- _, L ,JB LC?.�/�/„!'4 r... OY e'� "Ax FARM� Acre Value Per ValueJ/ �/B�9 ('�"°r v11 7 �, �� :, �`,r , t_� �, »hl"a`.� -XiV i i I , 1 ob f l c,c-a A „ t a , ,. - , f _ i �.,015 '1 1 l ' - i t" i , L:g2-,1 . -..u4 l C Z i suable 2 Tillable 3 Woodlandrn Swampland FRONTAGE ON WATER 3Al r tr'- • ; .� - z: Brushland FRONTAGE ON ROAD f � DEPTH House. Pict' .d'r -- { BULKHEAD Total { DOCK RF-CENED DEC 2 2018 FROM ZERO TO INFINIGY the solutions are endless ZONING BOARD 4F APPEALS 1033 WATERVLIU SHAKER RD,ALBANY,NY 12205 4 Platform =design Report December 5,2018 Site ID LI13882D Site Name Orient AT&T.Tower-_- Infini Job Number 544-002 Client ,. _ _ . _ . ..Highlander Consultants_-__. Carrier T-Mobile 40200 Main Road Site Location Orient,NY 11957 =' 410 09' 09.3126"N NAD83 720 14' 39,0546"W NAD83 Mount.Centerline.EL. _ 8.0.' Mount Classification Platform Mount Usage 81.6% Overall Result ('Pass Note See appended documents for platform design -4Ew30 01 r- Brenden Archer Structural Engineer I INFINIV 9 U Platform Design Report December 5, 2018 RECERVED Contents DEC 21 2018 Introduction....................................................................... ® 62 B ONING D OF APPEALS � Supporting Documentation..................................................... 3 Analysis Code Requirements................................................... 3 Conclusion........................................................................ 3 Proposed Loading............................................................... 4 Final Configuration Loading................................................... 4 Structure Usages.................................................................. 4 Assumptions and Limitations................................................... 5 Calculations.................................................................... Appended LI13882D Page 2 Platform Design Report RECEIVED December 5, 2018 DEC 2 12018 Introduction ZONING BOARD OF APPEALS Infinigy Engineering has been requested to perform a platform design for the proposed T-Mobile equipment. All supporting documents have been obtained from the client and are assumed to be accurate and applicable to this site. The platform was analyzed using RISA-31) Version 17.0.1 analysis software. Supporting Documentation RFDS T-Mobile Site ID #LI13382D, dated March 9,2018 Construction Drawings Infinigy Engineering Job#544-002, dated June 26, 2018 Structural Analysis GPD Engineering, dated January 29, 2018 Analysis Code Requirements Wind Speed 105 mph 3-Second Gust,VASD / 136 mph 3-Second Gust,VULT Wind Speed w/ice 50 mph 3-Second Gust, VASD w/0.75" ice TIA Revision ANSI/TIA-222-G Adopted IBC 2015 IBC/2017 NYS Uniform Code Supplement Structure Class II Exposure Category D Topographic Category 1 Calculated Crest Height 0 Conclusion Upon reviewing the results of this analysis, it is our opinion that the proposed platform meets the specified TIA code requirements. The structure for the proposed carrier is therefore deemed adequate to support the final loading configuration as listed in this report. If you have any questions,require additional information, or actual conditions differ from those as detailed in this report please contact me via the information below: Brenden Archer Structural Engineer I I Infinigy 1033 Watervliet Shaker Road,Albany,NY 12205 (0) (518) 690-07901 barcher cr,infinigy.com I www.infinigy.com LI13882D Page 13 RECEIVED _ Platform Design Report DEC 2 2018 December 5, 2018 ZONING BOAR®OF APPEALS Proposed Loading Rad. Center Qty Appurtenance(2) Mount Sector (ft) Type 1 6102 Eui ment Cabinet 1 PPC Cabinet 8.0 1 APU Generator Platform -- 3 Ericsson RRUS-11 B 12 6 Ericsson RRUS-11 B4 Final Loading Configuration Rad. Center Qty Appurtenance(2) Mount Sector (ft) Type 1 6102 Eui ment Cabinet 1 PPC Cabinet 8.0 1 APU Generator Platform -- 3 Ericsson RRUS-11 B 12 6 Ericsson RRUS-11 B4 Structure Usages Columns 31.1% Pass Platform 34.7% Pass H-Frame 64.7% Pass Ice Canopy 38.1% Pass Staircase 81.6% Pass Results 81.6% Pass Mount Connections Reaction Data Design Capacity* Analysis Reactions Results Max Tension kis 40.68 7.96 19.6% Max Shear(kips) 24.86 3.54 14.2% Unity Check -- -- 33.8% *Assumed(2)5/8"A325 Anchor Bolts. - Anchors reactions are acceptable when compare to code calculated capacities. LI13882D Page 14 r Ll Platform Design Report P'ECEI ED December 5,2018 J DEC Assumptions and Limitations ZONING BOARD OF APPEALS Our structural calculations are completed assuming all information provided to Infinigy Engineering is accurate and applicable to this site. For the purposes of calculations,we assume an overall structure condition of"like new"and all members, connections, anchors, and masonry to be free of corrosion and/or structural defects. The structure owner and/or contractor shall verify the structure's condition prior to installation of any proposed equipment. If actual conditions differ from those described in this report Infinigy Engineering should be notified immediately to complete a revised evaluation. Our evaluation is completed using standard TIA,AISC,ACI, and ASCE methods and procedures. Our structural results are proprietary and should not be used by others as their own. Infinigy Engineering is not responsible for decisions made by others that are or are not based on our supplied assumptions and conclusions. This report is an evaluation of the rooftop mounted equipment and/or antenna supporting structures to be proposed or modified as shown in the referenced construction drawings. Applicable building element adequacy to support these structures is also evaluated when the applied forces increase significantly based on engineering judgment. LI13882D Pagel 5 11-1 Y REC WED DEC 2 12018 ZONING BOARD OF APPEALS kS Envelope Only Solution Infinigy Engineering, PLLC Final Configuration BDA L113882D Dec 4, 2018 at 12:17 PM 544-002 Platform—Ul 3882D.r3d Z' RECEIVED Site Name,'-','4U13882D""'-" DEC 2018 Client _,�,,Highlander ',' INFINIGY8 Carrier: ZONING BOARD OF APPEALS FROM ZERO TO INFINIGY Engineer: the soluHans are endless Date INFINIGY WIND LOAD CALCULATOR 3 0.2 Site Information Inputs: Rooftop Inputs Adopted Building Code- Rooftop Wind Speed-Up?. Structure Load Standard.f, ';Tfk-222-G Antenna Load Standard: 5-.F_TlA-222-G'_ Structure Risk Category: Structure Type: Number of Sectors- "'�3, nr Structure Shape 1:11':"f�)',";,'Elat'tid Wind Loading Inputs: Wind with No Ice Wind with Ice (psf) 1, IFnDesign Wind Velocity: -,�t�ib5 "mph(nominal 3-second gust) %(psf) Gh Fsr(psf) %(psf) Gh F Wind Centerline 1(zl): ft 2781 085 47.27 6.26 1 0 85 10.12 Side Face Angle(0): ��,'%'-3W�� 6V*_ ',,i degrees Exposure Category- Topographic Category- Ice Loading Inputs: Is Ice Loading Needed?: � -" Ice Wind Velocity:1 ," mph(nominal 3-second gust) Base Ice Thickness.la4,i'�;,50:75'-,�.,," in Input Appurtenance Information and Load Placements: Total Front Side tlr EPA Fz Fx Fz(60) Fx(30) Appurtenance Name Elevation(ft) Quantity Ka Shape Shape (psf) (ft) (lbs) '(lbs) (lbs) (lbs) 6102 Equipment Cabinet`' '``'8.0: _1"'A�" 1.00 Flat Flat 27.81 24.32 574.L9 309.85 376.08 508.55 ",� PPC Cabiriet'" 8A 100 Flat Flat 27.81 15.00 354.52 189.08 23044 31316 v',",APUGenerator ',,`,, ',"� 100 Flat Flat 27.81 4909 116027 526.31 684.80 100178 �Ericsson_RRUS-11,B12�,,,.,; j-_`,3:,{',Ig, 100 Flat Flat 27.81 2.79 65.96 2818 3763 56.51 17, 'Ericssoh;RRUS,11'B4 `3 100 Flat Flat 1 27.81 1 2.79 1 6596 28.18 37.63 1 56.51 Ericsson RRUS-11, 8.0. -3, 1.00 Flat Flat 1 27.81 1 2.79 1 65.96 28.18 3763 1 56.51 Company Infinigy Engineering,PLLC ECEIVED Dec 4,2018 12.17 PM N F I N I GY Job Designer Number 5 4002 DEC 2 Checked By Model Name L113882D ZONING BOARD OF APPEALS (Member Primary Data Label I Joint J Joint K Joint Rotate d.. Section/Shape T e Desian List Material Desian Rul... 1 M1 N1 N21 W-Sha a Beam Wide Flange A992 TvDical 2 M2 N5 N6 L W-Sha a Beam. Wide Flange A992' Typical 3 M4 N3 N4 W-Sha a Beam Wide Flange A992 Tvoical 4 M5 N1 N3 W-Sha a Beam Wide Flange A992 TvDical 5 M6 N6 N4 W-Sha a Beam Wide Flange A992 Typic 1 6 M18— N21- N84C W-Sha a Beam Wide Flange A992 T ical 7 M29 N39 N21 180 Channel Beam Channel A36 Gr.36 Typical 8 M30' N40 N23, Channel Beam `Channel- A36 Gr.36 Typical 9 M31 N46 N52 90 Channel Beam I Channel A36 Gr.36 TvDical 10-' M32 N45 N51� "90 ° Channel Beam' Channel" -A36 Gr.36 Tvoical 11 M33 N44 N50 90 Channel Beam Channel A36 Gr.36 T ical 12 M34 N43 N49 90 Channel Beam Channel A36 Gr.36 TvDical 13 M35 N42 N48 90 Channel Beam Channel A36 Gr.36 Typical 14 M36 N41 N47 90 Channel Beam. Channel , A36 Gr.36 TvDical 15 M37 N39 N40 90 Channel Beam Channel A36 Gr.36 Typic I 16 M59 N39 N78 - Handrail Beam Pie A53 Gr.B Typical 17 M60 N40 N79 Handrail Beam Pie A53 Gr.B T ical 18 M61A N50 N81 - Handrail' Beam ' -Pipe'., A53 Gr.B ' Typical 19 M62A N44 N80 Handrail Beam Pie A53 Gr.B Typical 20 M63 N23 N77_= Handrail Beam _Pie A53 Gr.B jyPical 21 M64 N82 N67 Handrail Beam Pie A53 Gr.B TvDical 22 M65 N78 1\157 ' � Handrail Beam Pie A53 Gr.B Typical 23 M66 N83 N86 Handrail Beam Pie A53 Gr.B Typical 24 M67 N79 N77 Handrail Beam Pie A53 Gr.B TVDical 25 M61 N84A N21 Columns Column Tube A53 Gr.B T ical 26 NUB _ N82A : ' 'N6 Columns Column,- Tube 'A53 Gr.B Typical 27 M63A N81A N4 Columns Column I Tube A53 Gr.B Typical 28 M64A • N83A N18 Columns Column Tube A53 Gr.B Typical 29 M65A N80A N3 Columns Column Tube A53 Gr.B Typical _30 . M66A N85A- N29 Columns Column Tube A53 Gr.B. Tvnical, 31 M67A N79A N1 Columns Column Tube A53 Gr.B Typical 32 M69 N21 N87 Ice Canopy `Column Tube A53 Gr.B T ical 33 M89 N120 N125 Support An le Beam Double Angl... A36 Gr.36 34' Support tTypilcal M90 N120 N126 , Support Angle Beam Double Angl-. A36 Gr.36 35 M91 N124 N127 Support Angle Beam Double Angl... A36 Gr.36 36 M92" N123 . N128` ' Su ort Angle Beam Double Angl..: A36 Gr.36 37 M93 N123 N129 Support Angle Beam Double Angl. A36 Gr.36 38 M94 N122 N131 Su ortAn le Beam Double Angl... A36 Gr.36 ' Typical 39 M95 N122 N130 Support Angle Beam Double Angl... A36 Gr.36 Tvoical 40 M96- N1.21 N133 Support Angle - Beam Double Angl... A36 Gr.36 Typical 41 M97 N121 N132 Support An le Beam Double Angl. A36 Gr.36 Tvoical 42 M42 N58 N59 W-Sha a Beam Wide Flange A992 T ical 43 M44 N62 N63 W-Sha e Beam Wide Flange A992 Typical 44 M63B. - N1 N86C Ice Canopy Column Tube : A53,Gr.B Typical 45 M64B N3 N87B Ice Canopy Column Tube A53 Gr.B T ical 46 M66B N4 N88A Ice Canopy' Column Tube A53 Gr:B T ical 47 M66C N86C N87B Ice Canopy Column Tube A53 Gr.B Typical 48 M67B N87B N88A Ice Canopy Column Tube A53 Gr.B Typical, 49 M68 N86C N87 Ice Canopy Column Tube A53 Gr.B T ical 50 M69A N91• N93A Ice Canopy Column Tube A53 Gr.B T ical 51 M70 N87 N93A Ice Canopy Column Tube A53 Gr B Tvoical 52' M71A N6 N93B Ice Canopy Column .Tube A53 Gr.B T (cal ° 53 M72 N94A N93B Ice Canopy Column Tube A53 Gr.B Tvioical 54 M73 N93B N88A Ice Canopy Column Tube A53 Gr.B. Typical 55 M56 N91 B N91A 90 1 ross Bracing Beam Single Angle A36 Gr 36 Typical 56 :° M57- N91A N92 1 90 1, Cross Bracing Beam Single Angle `A36 Gr.36 T ical RISA-3D Version 17.0.1 [CA...1...\...\Archerb\Rooftops\LI13882D\Redesign\Platform_LI13882D.r3d] Page 1 1_-� -q RECEIV,,, Company Infinigy Engineering,PLLC Dec 4,2018 g�V� r r� � ���/� Designer BDA DEC 2, 1 2018 12 17 PM ' T Job Number 544-002 Checked By Model Name L113882D 7A9 IZF Ia Ian ann_„wcr AMOM AI C Member Primary Data (Continued) Label I Joint J Joint K Joint Rotated.. Section/Shape TvDe Desian List Material Desian Rul... 57 M58 N92 N93 90 Cross Bracing Beam Single Angle A36 Gr.36 Typical 58 M59A N93 N89 90 Cross Bracing Beam Single Angle A36 Gr.36 Typical 59 M60A N90 N85B 90 Cross Bracinci Beam Single Angle A36 Gr.36 Typical 60, M61 N85B N86A = 90 Cross Bracing Beam Single Angle A36 Gr.36 Typical-,-,, 61 M62 N86A N87A 90 Cross Bracing Beam Single Angle A36 Gr.36 Typical 62 M63C N87A N87C 90 Cross Bracin-q Beam Single Angle A36 Gr.36 Typical 63 M64C N89A N78A 90 Cross Bracing Beam Single Angle A36 Gr.36 Typical 64 M65B 'N78A N80B 90 Cross Bracing Beam Single Angle A36 Gr.36 T ical 65 M66D N80B N81 B 90 Cross Bracing Beam Single Angle A36 Gr.36 Typical 66 M67C N81 B •N18 90 Cross Bracing Beam Single Angle A36 Gr.36 . Typical" 67 M68A N84C N82B 90 Cross Bracing Beam Single Angle A36 Gr.36 TvDic.al 68 M69B . N82B N83B 90, Cross Bracing -Beam' Single Angle A36 Gr.36 Typical' 69 M70A N83B N91 90 Cross Bracing Beam Single Angle A36 Gr.36 T ical 70 M71 B N74 N75 90 Cross Bracing Beam Single Angle A36 Gr.-'36' TvDical 71 M72A N75 N76 90 Cross Bracing Beam Single Angle A36 Gr.36 Tygical 12 M73A N76, " N73• 90 Cross Bracing Beam Single Angle A36 Gr.36 Tvoical 73 M74 N91 N103 Handrail Beam Pie A53 Gr.B T ical 74 M75 N92A N104 Handrail Beam Pie A53 Gr.B Typical- 75 M76 N93C N94 Handrail Beam Pie A53 Gr.B Typical 76 M77 N101° N102 Handrail Beam Pie A53 Gr.6 Typical 77 M78 N101A N110 Handrail Beam Pie A53 Gr.B Typical 78 M79 N103A N102A Handrail' Beam Pie A53-Gr.B Typical: 79 M80 N109 N108 Handrail Beam Pie A53 Gr.B Typical 80 M81 N93C N109A Handrail Beam Pie A53 Gr.B Typical 81 M82 N109A N67 Handrail Beam Pie A53 Gr.B Tvoical 82 M83 N101 N113 Handrail- Beam Pie A53 Gr B !YPIcal 83 M84 N113 N57 Handrail Beam Pie A53 Gr.B TvDical 84 M85" N94, N108A Handrail Beaml Pie A53 Gr.B, TVDical, 85 M86 N108A N112A Handrail Beam Pie A53 Gr.B Tvnical 86' M87 N112A N102A Handrail Beam Pie A53 Gr.B jypical- 87 M88 N102 N112 Handrail Beam Pie A53 Gr.B Typical 8&- M89A N112 N114 Handrail Beam " Pie A53 Gr.B T ical 89 M90A N114 N108 Handrail Beam Pie A53 Gr.B T ical 90 M91A " N90 N1,13 Handrail . Beam 'Pipe A53 Gr.B l ical 91 M92A N87C N112 Handrail Beam Pie A53 Gr.B Typical 92 M93A _ N114A N1`15 Ice Canopy Column- Tube A53 Gr.B TVDical, 93 M94A N115 N116 Ice Cariony Column Tube A53 Gr B Typical 94 M95A N130A N121A 90 Ice Angle' Beam Single Angle A36 Gr.36 Typical 95 M96A N121A N131A 90 Ice An le Beam 1 Single Angle A36 Gr.36 Typical 96 M97A ' N126A' N1,19 90 'Ice Angle , Beam Single Angle A36,Gr.36,' Typical 97 M98 N119 N127A 90 Ice Angle Beam Single Angle A36 Gr.36 Typical 98 M99 " N122A N117 90 Ice Angle Beam Single Angle A36 Gr.36 Typical 99 M100 N117 N123A 90 Ice Angle Beam Single Angle A36 Gr.36 TvDical 100 M101 N120A N121 B 90 Ice Angle Beam Single Angle A36 Gr.36 Typical 101 M101A N129A I N134 Ice Angle Beam Single Angle A36 Gr.36 Tvoical 102 M102 N1'30B N137- Ice An le Beam Single Angle A36 Gr.36` Typical 103 M103 N128A N135 Ice Angle Beam Single Angle A36 Gr.36 Typical 104 M104 N133A N136 Ice Angle Beam Single Angle A36 Gr:36 Typical 105 M105 N132A N138 Ice Angle Beam Single Angle A36 Gr.36 T ical 106 M106 N131 B, N139 -Ice An le Beam Single Angle A36 Gr.36 Typical 107 M107 N140 N142 H-Frame Beam I Pie A53 Gr.B T ical 108 M108 N141 N143 'H-Frame Beam Pie A53 Gr.B':• T ical 109 MP2 N144 N145 H-Frame Beam Pie A53 Gr.B Typical 110° MP1 N148 N149 H-Frame Beam Pie A53 Gr.B Typical, 111 M111 N103A N86 Handrail Beam Pie A53 Gr.B T ical 1'12 M1;12 N77 N109 Handrail Beam Pie A53 Gr.B T' ical RISA-31D Version 17.0.1 [CA...\...\...\Archerb\Rooftops\Ll13882D\Redesign\Platform_LI13882D.r3d] Page 2 -1,7viq Company Infinigy Engineering,PI-LC RECEBIED Dec 4,2018 I N F I A ' I G Y 8 Designer BDA C c ePM d v T Job Number 544-002 DECChecked By: Model Name L113882D D2018 ZONING BOARD OF APPEAL; Material Takeoff Material Size Pieces Lenothrinl Weightriq 1 Hot Rolled Steel 2 A36 Gr.36 L4X4X4 13 729.8 = A 3 I A36 Gr.36 L4X4X6 18 654 .5 A36 Gr.36 LL3x3x3x6 9 229.1 1 5 A36 Gr 36 C10X20 9 488.1 .8 6 A53 Gr.B HSS4X4X6 ' 14 1605:1 •2.2 7 A53 Gr.B HSS6X6X6 7 336 .7 8- A53'Gr.B PIPE-2.0 -34 2316.3 .7 9 A992 W1OX22 8 1248 2.3 -10 • Total HR Steel 112 7606.4 7.7 Basic Load Cases BLC Description Cate o X Gravity Y Gravity Z Gravity Joint Point Distributed Area Me.. Surface... 1 Self Weight DL -1 12 9 2Wind-Load AZI 000 ' WLZ 9•- 1 3 Wind Load AZI 090 WLX 9 1 4 Ice Weight 01-1 112 5 Wind+Ice Load AZI 000 01-2 9 1 6 Wind+Ice'Load AZI 090. 01-3 9 1= 7 Service Live 1 LL 8 Seismic Load AZ[000' - " ELZ 9 Seismic Load AZI 090 ELX 10 BLC 27ransient Area Loads- None 80 11 BLC 3 Transient Area Loads None 92 - 1.2' BLC 5 Transient Area Loads None 80 13 BLC 6 Transient Area Loads None 92 Load Combinations Description S...P.. S..B...Fa... BLC Fac..BLC Fa.. B..F B F.. B.F .B .F..B. F...B...F...B..F... 1 1.4D Y•• Y DL 14 2' 1.2D+ 1.6W AZI 000 Y' 'Y ' DL'1.2 WLZ 1.6 = 3 1.2D+ 1.6W AZI 030 Y. Y DL 1,2 WLZ 1.3...W... ,$ 4 1.2D+ 1•.6W-AZL060 Y•. Y DL 1.2 WLZ .8 W... T.3.. 5 1.21D+ 1.6W AZI 090 Y•• Y DL 1.2 W•• 1.6 6 1=.2D+ 1.6W AZI 120 Y..-Y DL 1.2 WLZ, -,$ W... 1`.3.. = 7 1.2D+ 1 6W AZI 150 Y.. Y DL 12 WLZ-1.3..,.W... ,$ 8& 1.2D+16W AZI 1.80^ Y•• Y X1 1,2 WLZ-1.6 9 1.2D + 1.6W AZI 210 Y.., Y DI-1 1,2 WLZ-1.3..W.. _$ 110 1.2D+ 1.6W AZI 240 Y...-Y DL 1.2 WLZ -,$ W...-1L... 11 1.21D+ 1.6W AZI 270 Y• Y DL 1.2 W••-1.6 1.2 1'2D+,1.6W AZI 300 Y.. Y DL 1.2 WLZ ,$ W...-1..... 13 1.2D+ 1.6W AZI 330 Y Y DL 1,2 WLZ 1.3. .,W... -,$ 14: 0.9D+ 1.6W AZI'000' •'Y.. 'Y DL ,9 WLZ 1'.6 15 0.9D+ 1.6W AZI 030 Y.. Y DL •9 WLZ 1.3 W... ,8 16 0.9D+ 1.6W AZI 060 Y.. Y I DI- ,9 WLZ ,$ W... 1.3.. 17 0.9D + 1.6W AZI 090 Y•• Y I DI- .9 W•• 1.6 I& 0:9D+ 1.6W AZI'120 Y.. 'Y 19 0.9D + 1.6W AZI 150 Y.. Y DL ,9 WLZ-1.3..W... ,$ 20' 0.9D+ 1.6W-AZI'180- Y. Y DL .9 WLZ-1.6 21 0.9D+ 1.6W AZI 210 Y.., Y DL ,9 WLZ-1 3. W... -,$ •22 0.9D+ 1,.6WAZI-240 Y.., Y DL ,9 WLZ -.8 W.-..-1.... 23 0 9D+ 1.6W AZI 270 Y.. Y DI- .9 W.. -1.6 24 0 9D+ 1-.6W A'ZI'300 Y. Y DL,.9 WLZ .8M... RISA-3D Version 17.0.1 [C:\...1...\...\Archerb\Rooftops\LI13882D\Redesign\Platform_LI13882D.r3d] Page 3 I 1 Company Infinigy Engineering,PLLC RECENED Dec 4,2018 I N F I N I GY 8 Designer BDA C c ePM d Job Number 544-002 DEC 2 12018 Checked By Model Name L113882D ZONING BOARD OF APPEALS Load Combinations (Continued) Description S...P... S..B .Fa... BLC Fac..BLC Fa...B F. B..F...B F. B...F...B.F..B...F .B.F... 25 0.91D+ 1.6W AZI 330 Y Y I IDLI •9 WLZ 1.3...W...-7.8 26, 1.212_+ 1:0Di- `- Y. Y`j PQ 1.2 01-1 1, 1 27 1.21D+ 1.ODi + 1.OWi AZI 000 Y Yj JDLI1.2 OL1 1 01_2 1 28- 1.212+ 1.ODi + 1.0MAZI 030 ', - Y•• Y I IDLI1.2 01-1 -1 OL2.866.:: .5 29 1.21D+ 1.ODi + 1.0Wi AZI 060 Y•• Y IDLI 1.2 OL1 1 01_2 .5 ••• .8. 30 = 1.2D+:1:10Di + 1.'OWi-AZI 090 Y•• Y �DLI 1.2 OL1 1 1 31 1.21D+ 1.ODi + 1.0Wi AZI 120 Y•• Y DL 1.2 01-1 1 01_21-.5 •• 8. 32 '1'2D°+ 1.0Di,+'1.OWi AZI 150 = Y•• Yy - DL '1.2 OL1 I 01_2 .866..•. 1.5 33 1.21D+ 1.ODi+ 1.OWi AZI 180 Y•• Y DL 1.2 OL1 1 01_2 -1 -34 1.21D+ 1'.ODi-+ 1.0Wi AZI 210 " Y••,Y DL 1:2 01-1 -1 0L2 .866...'_.5 35 1.21D+ 1.ODi+ 1.OWi AZI 240 Y Y DL 1.2 OL1 1 OL2 -.5 ••• -••• 36 1.2D+-1.ODi+`1.0Wi AZI 270 Y•• Y DL 1.2,01_11 1 . , -1 37 1.2D+ 1.ODi+ 1.OWi AZI 300 Y•• Y DL 1.2 OL1 1 OL2 .5 .. - 38 1.2D+ 1-.ODi+ 1.0Wi AZI 330 Y•• Y DL 1.2'01_1 1 OL2°.866... -.5 = 39 1.213+1.5L+1 OWL(30 mph)AZI 000 Y.. Y DL 1.2 LL 1.5 .103 40 " =.1.2D+1.5L'+,1.0WL'(30 mph)AZI 030 Y.. Y DL 1.2 .LL 1.5 NLZ.089...' .0.. 41 1.2D+1 5L+1.OWL(30 mph)AZI 060 Y.. Y DLI 1.2 LL 1.5 .052... .0.. 42' 1:213+'1.5L t 1.OWL:(30 mph)AZI 090 Y.. Y, DLI 1.2 LL, 1.5 _. t -.•• .1 43 1 2D+1.51-+1 OWL(30 mph)AZI 120 Y.. Y DLI 1.2 LL 1.5 NLZ..052 .. 0. 44� 1.212+1.5L+1.OWL,(30 mph)AZI,150,. Y.. Y DLI 1.2 LL 1'.5° .089.:: 0.. 45 1.2D+1 5L+1.OWL(30 mph)AZI 180 Y Y DLI 1.2 LL 1.5 .103 46 `1�.2D+1.5L+1.OWL-(30'mph)'AZI 210° Y. Y DL 1:2 LL 1.5 .089:..°-..:. 47 1.2D+1.5L+1.OWL(30 mph)AZI 240 Y.. Y DL 1.2 LL 1 5 NLZ 052... -. . 48' 1.213+1 5L+1.OWL(30•mphyAZI 270 il. Y.. Y DL•1.2 LL: 1.5 - 49 1.2D+1 5L+1.OWL(30 mph)AZI 300 Y. Y DL 1.2 LL 1.5 .052 .. ..... 50 1.213+1-5L+1`.OWL(30 mph).AZI 330 Y.:. Y. DL 1.2 LL 1.5 .089 Enveloge Joint Reactions Joint X rlbl LC Y flbl LC Z rlbl LC MX k-ft LC MY k-ft LC MZ k-ft LC 1 N39 max 0 501 1191.828 11 0 50 0 50 0 50 0 50 2 min , °• 0 1".` ;-924 911 ' '17 . 0� -.1` . 5 0 1', ,.-'0..° 1: 0 . . 1 ll 3 N40 max 0 50 814.383 12 0 50 0 50 0 50 0 50 4 min 0 1, =1.9..1 18 0 ; .• A 0 1. 0 �`. .1 0 - ,1' 5 N79A max 1992.492 5 4906.358 7 1972.866 14 0 50 0 50 0 50 min -1688.985 = 23 2130.74, 25 -2120.564. 8 0 V 0° 1 . : : •0 : 1• 7 N80A max 1717.117 5 1 4646.209 3 2154.483 2 0 150 0 50 0 50 8' • `�. min 1548:17 23 -2098.652 21. 4934.539 20 0 1, 0 1• 0 ' 1 , 9 N81A max 1378.986 17 7168.998 13 3535.531 2 0 50 0 50 0 50 10 1'� - ' 'I min '°4517.529 11 - -2387.808 19 °-2973.267 -20, 0. T. 0 1 G - V 11 N82A max 1099.791 16 7964.034 8 3108.072 14 0 50 0 50 0 50 12 min 1903.674 1,0 -1709.419° 14 -3757.11 8 0 1 . 0 1' 0 1 ° 13 N83A max 2465.008 5 2201.537 27 76.806 14 0 50 0 50 0 50 14 ° min 2'144.83`1 23 1 17.83 20• -88.084 20 - L 0, 1 '&, 1 0 15 N84A max 2277.459 5 2703.915 36 653.936 14 0 50 0 50 0 50 16 min 2165.236 23 636.544 17 -642:653 20 0 1' 0 .1 0 1_ 17 N85A max 214.602 5 2864.258 30 2066.918 2 0 50 0 50 0 50 18 mm =1.64'.31 23 1046.658 '23 '-2052.857 " 20 '.0 1 0, 1"' ,° '0,' "1 19 N152 max 0 50 0 50 0 50 0 50 050 0 50 20 : min 0,- 1- •0. 1 ,.0'° ' ` 1 0`, 1` 0� _ 1. 0` 1'U 21 N154 max 0 501 0 500 50 0 50 0 50 0 50 "22 min 0 ° 1 ` ' . 0 e . 1° ,. 0 •1. 0 1 0 1 0 1 23 N156 max 0 50 0 50 0 50 0 50 0 50 0 50 24 min 0 11 0 1 0 ° 1 0 ` ` _1 0 1- & 1. 126: Totals: max 10884.05 17 21735.746 35 13448.637 14 Imink -10884.276 11 11018.064 16 =13448:637. 8 RISA-3D Version 17.0.1 [CA...\...\...Wrcherb\Rooftops\LI13882D\Redesign\Platform_LI13882D.r3d] Page 4 -1111 qECEIVEFJ Company Infinigy Engineering,PLLC Dec 4,2018 I I V F I N I G Y 8 Designer BDA DEC17 PM Job Number 544-002 IC..� � � �Q�� Checked By Model Name L113882D ZONING Bp RU r Ar ril- Enveloj2e A/SC 14th(360-10): LRFD Steel Code Checks Member Sha a Code Check Loc[inl LC Shear Che... Locfinl Dir LC hi*Pnc flbl Dhi*P... hi*M.. hi*M... .. E n 1 M29 1C10X20 .816 86.533 8 1 .178 74.815 z 7 83229.156 190188 5.668 52.38 •••1-11-1b -2 M108 PIPE 2.0 .647 .0 _ 8 .055 0 8 26521.424 321301.872 1.872:.:.H1-1b 3 M107 PIPE-2.0 .577 0 2 .047 0 8 26521.424 321301.872 1.872 1..1H1-1b 4' M62A'F PIPE 2.0 .414 . -42 , 5 Al2 21 6 -27741.09 321301.872 1:872 ...1-11-1b 5 M65 PIPE_2.0 .411 86.533 5 .047 186.533 4 1722426 321301.872 1.872 •••H1-1b 6' M66B ,HSS4X4-... .399. 0 -4 - .053 ° A ' v 11 124217.384 150570 16.774 16.774 ..:H1-1b 7 M64B HSS4X4.. .381 0 4 .050 0 v 5 124217384 15057016.77416.774.. H1-1b -8 ,- M44 W10X22 .347 204 8 , .135.. -'-'170 2 =8 61884.853 292050 22.875 50.711 :..H1=1b 9 M62B HSS6X6.. .311 30 9 .074 48 z 8 233427 461 238770 41.475 41.475...H1-1b 10 M61A-,PIPE-2.0 .297 42- ' 11 °-.090 .21 12 27741,.09'-321301.872 1.872 •••H1=1b 11 M64 PIPE-2.0 ,289 86.533 5 .042 86.533 6 17224.26 321301.872 1.872 .H1-1b 12' M93 LL3x3x3.. .267 11.402 °'8 °.008 25.456 z• 10 144828.677.706326.362 2:345 1 1-11-1a 13 M63A HSS6X6. .257 30 13 .070 48 z 2 1233427.461 23877041.475 41 475 ..H1-1b 14 `M94 L"L3x3x3.. .253" ` 11.402 2, ' .006 -25.456 z 11 1.44828.677 706326.362 2.345 1`H1-'1a 15 M63 PIPE-2.0 .239 0 9 .096 21 6 27741 09 321301.872 1.872 ...H1-1b 16 M2 w1ox22 :236 204 ' 4 e I :095 170 v 32 61884.853 292050 22.875 54.504.. H1-1b 17 M66 PIPE-2.0 .235 86.533 11 .032 86.533 11 17224.26 321301.872 1.872 •••H1-1b 18 M60 PIPE_2.0 .234- 0 10`` `..054 0 9 27741.09" 32130.1.872 1.872,.,..-H1-1b 19 M64A HSS6X6.. .233 48 5 038 0 v 5 233427 461 238770 41.475 41.475 ...F11-1b 20, MP1 PIPE_2.0 . .232 30 8- :033 72 8 20866.733.321301.872 1.872 •-H1'-1b 21 M63B HSS4X4.. •230 0 4 .025 108 z 8 1 114134.702 15057016.774 16.774 ...H1-16 22 M59 . PIPE_2.0 '-.228%'4 0 5 054 " 21 6 27741.09 321301.872 1.872`---Hl-lb, 23 M69 HSS4X4.., 225 0 5 .030 108 z 8 114134702 150570 16.774 16.774 H1-1b 24 M67 PIPE_2.0 :221 86.533 11 - 025_` 48.675 13- - 17224.26 321301.872 1.872 ...H1-1b 25 M71A HSS4X4.. •220 0 1 7 .027 0 z 8 117465 322 150570 16.774 16 774...1-11-1b '26 M4 `w1 0X22 .219 0 22.' 041 . 97:75: 4. `61884.853`292050 22.875 87.08 •• H1-1 b 27 M42 w10x22 .211 0 2 .027 23 375 z 3 61884.853 292050 22.875 50 861 ...H1-1b 28 -M6 , w1ox22- , -'210' ,• 76.5 8`� -.075 85 - - y - 8 -189398.445,292050122.875 97:5 .-•1-11-1b 29 M676 HSS4X4.. .208 131.75 8 .028 167.875 z 2 55913.507 15057016.774 16774...H1-1b -30 'M66A HSS6X6.. .201 '48 2' .032• - '0 'Z ' 2' 233427.461.238770 41.475 41'.475...H1-1 b 31 M73A L4X4X6 .200 13.812 8 .619 26 v 5 87386.076 92664 4.398 9.886 ... H2-1 32" M67A HSS6X6.. ` .199 30- ',f 044 "48 z - ' $` 233427.461',238770 41.475 41.475 H1-1b 33 M5 W1OX22 .193 150 3 .179 75 z 4 114474.32 29205022.875 97,5 ...H1-1b 34. '-,M30, C10X20 :.191, 86.533 •- '8 .056 74:815 z 8 83229.1,56 190,188,5.668,52'.38,,...H1-1b 35 M69A HSS4X4. .185 20.625 4 .046 19.688 v 5 124217.384 150570 16.774 16.774...H1-1b 36 M92A PIPE-2.0 - .183,' 20 8 .023° 0- 8' 28122.495 321301.872 1.872 ..-HlA b 37 M91A PIPE 2.0 .182 20 2 .024 0 2 28122.495 321301.872 1.872 •••H1-1b 38 ` M65A HSS6X6. .179 30 °3. .044 48 Z`" 2 233427.461 23877041.475 41.475 ...HIAb 39 MP2 PIPE-2.0 .177 30 2 .039 72 7 20866.733 321301.872 1.872 -• H1-1b 40 M67C L4X4X6 .174' . 13.812 •8 .625 26" v 5 `87386.076 92664 4.398 9.886....H24 41 M1 W1ox22 .157 0 6 .042 132 V 5 141406.925 29205022.875 97.5 ..H1-1b 42 M61'B` HSS6X6.. 157 30" 6 .039 48 .. . 11' 233427.461 '23877041•.475 41'.475 ..:H1=1b 43 M76 PIPE-2.0 .156 50 8 .114 0 11 6295.422 321301.872 1.872 •••H1-1b 44 M96 LL3x3x3.. - ',.153 • 0 - `2 ..007 25.456' z , .5 ' 44828'.677 70632 6.362 3.751" 1 1-11-1. 45 M90 LL3x3x3.. .153 0 8 .008 25.456 z 5 44828.677 70632 6.362 3.751 1 H1-1.. 46. M74" PIPE 2.0 .152° ' 20 8 .085 -0 - 5 28122.495 321301:872 1.872 ...Hl- , 46 47 M75 PIPE-2.0 .150 20 2 .061 0 11 28122.495,32130 1.872 1.872 •••1-11-1b 48° M91 LL3x3x3.. .143 ' 0 23 :007 . -'25.456• z 8 44828.677 70632 6.3621-3.751',l H1-1.. 49 M89 LL3x3x3.. .143 0 1 5 .004 0 6 44828.677 70632 6.362 3.751 1 H1-1.. 50 M97 ,LL3x3x3`. .137 0 5 .005• 25.456 z 3 44828.677 70632 6.362 3:751 1 H1-1`.' 51 M77 PIPE-2.0 .130 50 5 .020 0 11 6295.422 321301.872 1.872 .H1-1b 52 WK LL3x3x3.. ' .124 0' 11' .006 2'5.456 z 13 44828.677.70632 6.362"1751 1 53 M66C HSS4X4. ,119 129.044 2 .030 129.044 v 2 87558.036 15057016.774 16.774 ...H1-1b 54, M93A Hss4x4.., '.114 94.875 2 01.7 -132 z° 2': 99540:555 150570 16.774 16 774...H,1-1 b 55 M78 PIPE_2 0 .109 20 2 .026 20 13 28122.495 32130 1.872 1.872 •••H1-1b 56- M68 HSS4X4. .104 94.875 2" • .018 '1,32 z ° `;8 99540.555 1'5057011,6.774,1 6:774 RISA-3D Version 17.0.1 [CA...\...\...\Archerb\Rooftops\LI13882D\Redesign\Platform_LI13882D.r3d] Page 5 111-14 RECEIVED Company Infinigy Engineering,PLLC DEC 2 Dec 4,2018 1N F I N Y Designer BDA �A� Checked c PM ed Job Number 544-002 ZONING BOARDBOARDOF APPhecked By Model Name 1-113882D Envelope RISC 14th(360-10): LRFD Steel Code Checks (Continued) Member Sha a Code Check Locrinl LC Shear Che.. Locfinl Dir LC hi*Pnc rlbl ohi*P... hi*M... hi*M..... Eon 57 M70 HSS4X4.. .097 127.47 2 .064 0 z 5 87558.036 150570 16.774 16.774 111-11-1b 58` M73- HSS4X4. Q95-,'81-.,3Z91 ' 3 .031 - 81.329 ' -y 2 1, '1 JL7184.418,150570 16.774 16.774.:.1-11-1 b 59 M94A HSS4X4. .093 36 1 2 .028 72 z 8 133125.902 150570 16 774 16.774 ...H1-1b 60' ,M80• PIPE 2.0 '.080- -51 1 11 019 0- ,- 11.' 13511.278 321301.872' 1.872 •••1-11-1b 61 I M100 L4X4X4 .076 45.038 10 .005 90.076 v 11 30204.607 62532 3.138 5.581 •H2-1 62 1 M79 PIPE 2.0 • ".075'` - 51 = 8, '050 '0 - - :11 13511.278:32130 1.872 1.872 •••H1-1b 63 M58 1L4X4X6 .074 24.75 4 .010 44 z 8 78337.697 92664 4.398 9.886 •• H2-1 64' ` M101 L4X4X4 '-,.072 -45.038 A0 .006 90.076 V 11 130201607 62532 3.138 5.581 •••H2-1' 65 M87 PIPE-2.0 °071 0 11 .039 0 2 20866.733 321301.872 1.872 •••1-11-1.. 66 M32' C10X20 - .071 �01' 3 .022 21.563 z'°--,,4- 15209T739,190,188 5.668' 52:38 •'.•H1-1b 67 M37 C10X20 .070 45 4 .026 22.969 z 5 152097 739 190188 5.668 52.38 ..1-11-1b, 68 M96A' L4X4X4 " .068, 45.038 11 006 90.076 -11 30204.607°62532 3.138 5.581 ` H2=1, 69 M98 L4X4X4 .068 45.038 11 .006 90.076 11 30204.607 62532 3.138 5.581 ••H2-1 70 ' M31 C10X20 .064 45L 7 .020 21.563, z 5- >152097.739 19018815:668 52.38 .•H1--1b 71 M57 L4X4X6 .061 7 4 .014 0 z 5 84787.353 92664 4.398 9.886 ••H2-1 72- M33- A C10X20 .060 `0 6 .024 '` 22.031- z 5• 152097 739`•190188 5.668 52.38 •-•1-11-1b 73 M34 IClOX20 .058 0 3 .02422.031 z 5 152097.739 1901885.66852.38 •••H1-1b 74 M35° -C10X20 .055 `-0 - 4 -" -.025•L 22.031 z -5 ` '152097.739 190188 5.668 52.38'••.H1-1b 75 M18 w1 0X22 .053 45 8 .097 48 z 5 262060.469 292050 22 875 97.5 . H1-1b 76 :M85 PIPE-2.0 ' .052 0'_ -5 - 186 ° - 2' -23808.54. 321301.8721.872 •.H1=1.. 77 M111 PIPE-2.0 .049 36.035 2 .032 0 3 20849.366 321301.872 1.872 •• H1-1b '78 �'M92 " LL3x3x3•.. `049 0. 10 019 25.456 z 9 44828.677°70632 6.362 3.751 :.•H1-1 . 79 M36 C1 OX20 .047 0 4 .025 22.969 z 5 152097.739 19018815 668 52.38 •• H1-1b -`80 `M102, 1L4X4X4 .047 15A 12 ` 2 ".003 0• -.z 1'2' ,52352.237 62532 3:138 6.864 :-•H2=1` 81 M86 PIPE-2.0 .046 36 7 .129 0 8 20866.733 321301.872 1.872 •••H1-1b 82 M1.12 PIPE_2.0 .•.045 '3&045 13- :.030;" 72.09 3 . 20844.159 32130 1.872' 1.872 H1-1b 83 M106 L4X4X4 .044 15.086 2 .004 32.914 v 9 52367.672 62532 3.138 6.865 •••H2-1 84 M105 L4X4X4 .040` ° 15:112 2 :023 0' ' z,{. 1:1- 52352.237 62532 3.138 6:864 h=H2-1' 85 M90A PIPE-2 0 .039 362 .022 72 2 20866.733,32130 1.872 1.872 •••H1-1b 86' M89A PIPE-2.0 .039 -'36 1-` 2 ..012 .-72 ; - 2 20866.733'32130 1.872 1`.872 "1 H1-1b 87 M82 PIPE_20 °038 36.003 2 .127 0 2 20864.996 32130 1.872 1.872 .H1-1b 88 t M84 ; PIPE 2:0; . `.038` 36.014 8 : -.011""j 72:028 8.: 20859.785 321301.872 '1,.872,.,' 1-11-1b 89 M101A L4X4X4 037 12.167 8 .008 0 z 12 53321.712 62532 3.138 6.897 •••H2-1 90 M56" L4X4X6 "'.035 24 . 4 ' ".009° 0 ' 5 ' 75876'296.926644.398 9:886 ••H2-1 91 M104 L4X4X4 .034 12.167 8 .006 0 z 10 53321.712 62532 3.138 6.897 1---1H2-1 92 M992 L4X4X4- L.033 :30.5` : 10 .003 0 11• 42598.901 62532 3.138 6.1.56•••H2=1 93 M64C L4X4X6 .032 24 8 .003 0 v 5 75876.296 926644.398 9.886 •••H2-1 "94 M103,= L"4X4X4 ;.031 ,-,12.167.- ,8, ::017 0 .':z 5 , 53321'.712'62532 3.138 6.897 H2-1, 95 M97A L4X4X4 .031 30.5 11 .004 0 v 5 42598.901 62532 3 138 6.156 ••H2-1 96, M9'5A L4X4X4 -.031, "'"' 30.5 1.1' -004 0,11 °y 5 42598.901 625323 1.38 6.156 H2-1 97 M88 PIPE-2.0 .027 30 2 .011 02 23808.54 321301.872 1.872 •••H1-1b 99 , • M81 PIPE-2.-0 .027 -'-30, -2 182- 10 " 8-- ,'23808.54-'32130 1.872 1.872 •••H1-1 b 99 M83 PIPE_20 .026 30 13 .010 0 8 23808.54 321301.872 1.872 •• H1-1b 100 M68A L4X4X6 .026 16 '8 " •.004 . 32- 5-- 84787.353926644.398"9:886 •••H2=1 101 M72A L4X4X6 .020 22 11 .005 0 z 8 78337.697 92664 4.398 9.886 •••H2-1 102' MOM- L4X4X6. -,.019. 22-' 9 • .003 0 y '- 6 78337:697 926644.398 9:886 •••H2-1 103 M65B L4X4X6 .019 16 8 .003 32 5 84787.353 92664 4.398 9 886 ••H2-1 104 M66D L4X4'X6 -.019- - 22• '' 9 -,,.002 44 - -1'10 78337:697 92664 4.398. 9.886 -...,H2-1- 105 .••H2-1"105 M60A L4X4X6 .015 24 12 .005 1 0 v 5 75876.296 926644.398 9.886 •••H2-1 106 `M72 - HSS4X4.. ',.013, 36 "2 .018 0 z `. -8, -133125902 150570 16.774 16.774'.:.H1-1 b 107 M62 L4X4X6 .013 22 11 .004 0 z 8 78337.697 92664 4.398 9.886 H2-1 108 M59A L4X4X6 - .012 "1`3 ; 5' , ".013. ,' 26 y 7. '87386.076 92664 4:398 9:886 :•.H2--1 109 M71 B L4X4X6 .012 16 11 .010 32 v 5 184787.353 92664 4.398 9.886 •••H2- -110, M61 L4X4X6 .008 1'6 , .11` .007 . 32' 5 84787°:353 92664 4.398 9:886 •.'•H2-1 111 M70A L4X4X6 .007 13 9 .007 0 6 87386.076 92664 4.398 9.886 •••H2-1 112 M63C- L4X4X6 .004`-.- 13 ° 11- .009 -26` 9 87386.076 92664 4:398 9.886 •••H2-1 RISA-3D Version 17.0.1 [CA...\...\...\Archerb\Rooftops\LI13882D\Redesign\Platform_LI13882D.r3d] Page 6 RECEIVED RISA Connection version 8.0.2 INFINIGY9 DEC 21 2018 07.312018 ZONING BOARD OF APPEALS Global Parameters - Description: Project Title _- _ _ . _. _L113882D_TM Designer _ _.� �_. �._ _ .� _- BDA Job Number 544-002 Global_Parameters - Solution: Bolt Group Analysis Method _ _ m�. Center of Rotation yT� gMymm vW�� „ _Weld Analysis_Method _ __ �..r� _ pElastic Consider Bold Hole_Def_ormation?�_ Check Weld Filler Material_Matching? Yes Che_c_k Rotatio_n_al Ductility? _ �. Yes Full Shear Eccentricity Considered?_� _Po_ ,Nw�__�.� � No Plastic Panel-Zone Shear Deformation Considered?- No Page 1 of 13 _ � q D Connection 2:3D View Girder/Beam Clip Angle(One Side)Shear l� Connection ZONING BOARD OF APPEALS .tea Page 2 of 13 j qECEIVED Connection 2:2D ViewsDEC 2 1 ?018 Girder/BeomClip Angle(One Side)Shear Connection Side view ZONING BOARD OF APPEALS t A It M i ' raw t 2j7 Front view zoo 4.24 103 t ', :"��� ejq^a..i '' }yY ,?.d r:-a,+3i `. p r ';,%w-:yr,.^, �:•y,'��':,`a..o .�:�ea'�';;�`cCs�q' ..-µ�°'.�>F. iFt..:x.4j`+:�., Page 3 of 13 a LRFD Connection 2: LRFD Results Report Girder/Beam Clip Angle(One Side)Shear _ Connechan Material Properties� a...v.....__..�,_._.,__................._�o...._..._.._.�.,�..._._�.....-..__.�..,_�_._.e..._.� Girder W10x22 A992 Fy=50 00 ksi Fu=65 00 ksi I Beam W10x22 A992 Fy=50 00 ksi Fu=65 00 ksi a Angle L4x4x4 A36 F =36.00 ksi F -58 00 ksi InputData:.__,_-...__._�._...�....°..__..._....._.w._...._„_,.._......_.w..._.�._..,,..._µm_.-.._.....,.�._..v_�__.� r. Shear Load 7.10 kips User Input Shear Load Axial Load a 0.00 kis User 1n�pAt Axial Force RECEIVED 72-1 �.., DEC 2 A 2018 Note-Unless s ecified,all co references are from AISC 360-10 ZONING F30ARD OFAPPUS Limit State Required Available Unity Check Result ;Geometry Restrictions at Beam � PASS .__ -Check Min°Bolt Spacing Pass Conditions Sn;,n>_(2+2/3)`"*dboltM m(J3.3)}' � Smio '3,66-1i'n Min'boltspdcing -dboit _ ^ X0:63 in` eolt,diameter ' (: Check Max Bolt Spacing. _ Pass Condition:Smox_<=min(12.00'in,'24*t),`'(A,5a) Sm_ax_ w 3.00in: w. Maxbo/tspacing', ,m ' t ,.0.24 in� - Thickness_of gove_rnind elem_enf'(Be'am)° Check Min'Edge•Distance- passp Conditi'oh:'EDmin,>-EDallow '(J3.4), r MCheckWax Edge Distances Pass Condition:EDmpX<=min(6.00 in,i2 It)" (J3.5) Geometry Restrictions at Girder�'���-___..�._..^�-w--W~- Y, PASS Check Min,Bolt Spacing' _ Pass- Condition:Sorin>_(2+2/3)*'db'olt Sorin, Min,fioltspacing �. �. € - ' dbolt' _ _ 0.63 in' K`Boltdiameter- _ -Check Max Bolt'Spocings Pass,, CcinditioniSmax<=min(12.00 in,`24*t) Smax _ _ 3.00in, „'Max bolt spacing y' 0.24,in- 'Thickhes_swgovernirig'element(Girder) Check-Min Edge Distance _ 'Pass Condition:ED` >=ED '(J3A), - _ - ___ mm _ - allow.' _ _ Check Max.Edge,Distance _ � Pass` ^ Condition:EDma_x<_=min(6.00 in,12*t)T 4113.5) Rotational Ductility,Erection Stability f PASS i 'Check Rotational Ductility,- Pas Condition:t<=.5/8" _ 0'.25'in" Connector tfiit n"ess 'Check Erection Stability �'Pass AM Condition:,Ll,>=(d-2*kdes)/2 X6:00 in.<� �V Connector length(vertical) d w. , ..".,. _...__._ . .-10.20 in qBeam depth- p ' kdes0:66 in . Beam fillet T�M Lorin w ° �4.44 in' ~Min connectorlength z Beam Shear Yield 7.10 kips 51.77 kips 0.14 PASS R =0.6 IF *A *C =1:00 (G2-1) i _Y_FYW- 50.00 ksi _ 4 Minimum yield stress of material ^✓. "w; A�! 1.73 int N"µ M Gross area subject to shear ✓�� 1.00 Web'shear coefficient(G2=2) t kips___ Shear yield strength continued on next page... Page 4 of 13 Connection 2: LRFD Results Report(continued): DEC % 1201 ( I Limit State Required Available Unity Check Result Clip Angle Shear Yield 7.10 kips 64.80 kip-16NI G l3 Wt��AI' (PASS Rn=2*0.6*Fy*Agv ;�=1:00 (J4-3) .• r Y - F 36.00 ksi" 7Vlinimu►»yieldstress-of mdterial z• PYA" 2. Gross area sub'ect to sii'ear; gv_ - iBeam Shear Rupture _ u 7.10 kips 39.94 kips 0.18 PASS Rn=0.6*Fu*Anv - -- - =0.75' ;-, (J4-4) ,. . X65:00 `,,Minimurh tensile'stress:of Material, F a'X ` 77 -7,7 Anv - - -1.3Z,in - Nefar"easubjectto=shear' ,+L _ , Clip Angle Shear Rupture at Beam 7.10 kips 58.72 kips 0.12, PASS Rn=2*0.6*Fu*Anv .0.75. (J4-4) �'� m�F - ' � �,58:OOtksi`' ,; -.Minimum-ten'sile�stress of material�� s I'Anv= `` - '`.1:13iriz = - 'Net area subject'to'shed� _ r� i2- tl=58.72 ki�s Sh`arru to"restre�th� Clip Angle Shear Rupture at Girder _ 7.10 kips 58.72 kips 0.12 PASS i Rn=2*0.6*Fu*Anv `0:75; ry (J4=4) F ` T`58.00 ksi- Minimum tensile stress'of material .... .,a. - i, A' Net,dreasubject,tosH"ear,'w - - =^ 7- 7, ter:: R 58.72 ki s`w -hear�u- ur"estren e _ n' - _ r jClip Angle Block Shear at Girder 7.10 kips 71.79 kips r 0.10 PASS Rn=2*[min(0.6*Fu*Anv,0.6*Fy*Agv)+Ubs*Fu*Ant) �_=0.75 (J4-5)-` A z - ; Gross,area subject°fo shear , gv 1.13ain _ _ 13 A z Net area.subjecf.to shear. nv; 0:84 in- _ _ .; .;.,"y, o U :1: 0' Uni orm.tension stesss ac or- .br z. Net dr'ea sub'ect to tension • 58.00''ksi`' Minimu'm`'tensilestress o maferialy i; i �'° -36:00,'ksi, Minimum field stiress o material Rn,-, 7-1.79_ki"s Blo'ckasFiearstren `th �B m Block Shear 7.10 kips 40.11 kips 0.18_ JPASS Rn=[min(0.6*Fu*Anv,0.6*Fy*A )+Ubs*Fu*Ant A. ;,1,20 inz'y -Gross area'subject to shear., Net area sub'ect_= o`shear ° .v� a i- =U 1°.00 Uniform tension stress factor. , bs _ _ - J mNe_t a ea=su b1ect to tension 0.2 -in ddd ;F - - - -, m65:00 ksi-,� _ �-Minimum tensile stress of�materiav #; Fy 50.'00 ksi; ,"Minimum-yield stress-of niaterial� � 40.11'kips _ Blockshear'strength Clip Angle Block Shear at Beam 7.10 kips 71.79 kips _ 0.10 L PASS- Rn=2*[min(0.6*Fu*Anw 0.6*Fy*A�)+Ubs*Fu*Ant) �"-'0.75 in-, `'A 1.13 gv. Gross.6rea subject-to shear` �. _ 'A2 Net area subject to,shear, 0. -in _ I �. Uy5 " w 1.00 _ Uniforrii tensionsfress¢actor; continued on next page... Page 5 of 13 OEC 2 12018 Connection 2: LRFD Results Report(continued): ZONING BOARD OF APPEALS Limit State Required Available_ _Unity heck Result Ant_ -0,41in 7- 2, --,Net area�sOvec t to tension`�' '-'58.00 k7 w minimum tensile stressofmaterial: 3 k *, Minimum�.00 si -,,M' im yield stress,'of material. —7 77 1 -she 79p kiS ! _I .Blodk :Coped Beam Flexural Rupture 7.10 kips 26.48 kips 0.27 PASS R *S 11 th" =F 7S,�' Rn U net/e �(AISC'360-05(13 pg 976),T 7— ma -F -65.00.1si, Minimum-tensile"siress'of terial - 5Y 7% 7" _'j",-S, 3, -modillbs,bf � I eldsties6cti6nr the,cri net .0•71 Distance froMlhe.face,of thd,dope'to the point of inflection,, >I aV7 _h �'Moment,6f inertia Wit -respect t61hem6tt6l,&kis, .43 n .59 i ax'I 'mum distancleir6m,the neutral n q , M Amax. __- , - , , 'on— - plane : - 14 ;J0v&61 depth-of cop6d�sec h 4 0 50 in, Position'df,the,ne6iial,,p16ne,' 26 .48kips tore eamf6xuratr 'Coped Beam Lateral Torsional Buckling 7.10 kips 24.44 kips 0.29 PASS " Rn=min(Fcrp F) Sn.t/e (0=0-9 '(AISC 14th_�R'.'9--12")'- 77' -0,62*rt F Available bucklino,F -�E#t c 37,7 25 si Rr ,0 50 00'ksi,,-' :,Miniirnum)�teld-stiess'oft�i7ter'I Y S =1 MY -mo ��81dstic section r s's6cedri 2'071n, �n T�, to inflection"- Dist6nce'fi6m the'fac&ofthe ope,idt hipain 7- El- 29000.00 ksi tee Modulus of elasticity�af t 0.24 Beam Web thickness 7 -6 - d 'th 191n R6du&&d be m ep Rn=2 2*Rn-spacing (j326a) ,7 d 777777gTit d 0 63 in iometer""-. 65:00 ksl-,-, .,Minimuth-tensii6itreis6fmaterial U X �_'0'24* "Thickness,6fmateriat" , wW - 72 7, t ,7'77 j4'-Jjn�" ,77 h ;pa6es=min R n-s ad n n-bRe'a'd '23' U �njL. L Teoi,out ats�&ces"=.1.2*L- 29, ips�,, -S R kips aC! 16.57-kips' _n-b It" 661t '�i h �Ij olt7 0 'fln-'b' 2 ,d '0.63 in Bolt diameter 58-00-ksi' lwim J stress of m6terfait' 2 n 5j 'Thkk�ess.qf material from 1'16 tdhce h?edoqafhole to edge of material. L _F ' s d continued on next page... Page 6 of 13 RECEIVED Connection 2: LRFD Results Report(continued): DEC 2 12018 ZONING BOARD OF APPEALS Limit State _ _Required Available _ Unity Check Result Y __ _ Lc-spacing - ._ 2.31 in Vertical distance from edges of adjacent holes ! R 16.57 kips. -Strength at edge=min(R R` R ) n-ed a n-edge-tearout n-beanng� n bolt i R 16.57 kips Strength at spaces=min(R R R ) _ n-spacing _._ ______ _ _ __ ___. ____ __.. - _ .__. ___ _,__n-spocingtearout'_vn-beanngn n-bolt t 3 Rn-bearing 21.75 kips Bearing=2.4*d*t*Fu Rn-edge-tearout '20.12 kips Tear out at edge=1.2 Lc-edge*t*F ' Rn-spacing-tearout40.24 kips M Tear out at spaces=1.2*Lcspacmg*t*Fuµ i Rn-bolt 16.57 kips Bolt shear strength Rn-bolt=Fnv*Abort v R _Fnv _ .._ _ 54.00 ksi _ Nominal shear stress of bolt 4)Rn 49.70 kips Bolt bearing strength ;Bolt Bearing on Beam V�--cg--�7.10�kips 35.10 kips~ 0.20~�~-v__�._,__ PASS Rn Rn=1*Rn-edge+1*11 spacing =0.75 (J3-6a) y^ d 0.63 in Bolt diameter Fu 65.00 ksi Minimum tensile stress of material t0.24 in Thickness of material_ 1.65 in ,Vertical distance from edge of hole to edge of material w d l L 2.31 in Vertical distance from edges of adjacent holes g c-spacing _ 23.40 kips Strength at edge=min(Rn-edge-tearout,Rn-bearing Rn-bolt R,_ 23.40 kips "Strength at spaces=min(R R R J~w n-spacing y _ _ _ _ _ n-spacing-tearout n,beanng ff -bolt I Rn-bearing 23.40 kips Bearing=2.4*d*t*Fu _ R_ 30.82 kips_ Tear out atedge=1.2*Lc_edge*t*Fu_� n-edge,tearout _ Rn- 43.29 kips Tear out at spaces=1.2*L- *t*F ' �„,......_».,. spacing-tearout ..,..�..,..T.,., ..,... _.._.,�,.,.wc-�acmg�,_w.!!.--• - -,....N__ �-, Rn-bolt w 33.13 kips Bolt�shearstrength Rn-bolt=2*Fnv*Abolt -....h,_ _._,. •54.00 ksi ��-Nominal shear stress of bolt~ (ORn 35.10 kips Bolt bearing strength ,Bolt Bearing on Clip Angle at Beam 7.10 kips }49.70 kips 0.14 ~� PASS Rn=2*(1*Rn-edge+1*Rn-spacing) __ =0.75 _ (J3-6a) .�.:�� ._._...,_,�__. �___�,_ .T. -0.63 in Bolt diameter ._B FL 58.00 ksi Minimum tensile stress of material __......._,,...._._.._m0.25Nin�___.....w>,....... Thickness of material ' Lc-edge 1.16 in Vertical distance from edge of hole to edge of material _..w L_c-spacing Y."YVry~ -µMY^ 2.31 in ^Y^ry jTwN Vertical distance from edges-of adjacentlholes w. _ Rn-edge_ _ _ 16.57 kips Strength atedge=min(Rn-edge-tearout Rn,beoring Rn-balt� R 16.57 kips Strength at spaces=min(R _ R R n-spacingM, _ r _ _ _ µ n spacrng-tearouut� n 6eanng n bolt ' - Rn-bearing 21.75 kips -Bearing=2.4*d*t*F� _ R _ _ _..._,.._._ _. .-- .-- 20.12 kips %Tear out at edge=1.2*LM4*t*FA_ ,..�-.-.40.24 kips _Tear out atspaces=1.2*L. *t*F ! n-spacing-tearout _ _ _ _ c-spacrng u - Rn-bolt ° _.- 16.57 kips Bolt shear strength Rn-bolt=Fnv*Ab01t Fnv 54.00 ksi Nominal shear stress of bolt (PRn 49.70 kips Bolt bearing strength It Shear at Girder7.10 kips -�=�-49.70 kips�~ �0.14�=_=^ PASS Rn=2*Fnv*Ab*Nbolt*C 4)=0.75 (13-1) i Fnv 54.00 ksi _ Shear stress N type ' Ab _ _0,31 in Area of bolt 2_._ Number of bolts_ __J continued on next page... Page 7 of 13 RECE ) 12",j q Connection 2: LRFD Results Report(continued): DEC 2 � 2018 �gN'NG BOAS F�,�P A�� Limit State Required Availa e m y e&ALS C 1.00 Eccentricity coefficient 4)Rn 49.70 kips Bolt shear rupture strength Bolt Shear at Beam 7.10 kips 49.70 kips 0.14 PASS Rn=2*Fnv*Ab*Nbolt*C =0.75 Fnv 54.00 ksi Shear stress N type Ab 0.31 int Area of bolt Nbolt 2 Number of bolts C 1.00 Eccentricity coefficient { 4)Rn 49.70 kips Bolt shear rupture strength Bolt Prying Prying _ (AISC_14t'.p Y9-10) Check Angle Leg Thickness: Prying Considered Condition:tmm<=tangle tangle 0.25 in Clip angle leg thickness P 0.00 kips- User input axial load FU 58.00 ksi Minimum tensile stress of material nb 4Number of bolts - Tbolt 1.77 kips Tension Load per bolt due to moment(See'BoltTension Check') db _ 0.63 in Bolt diameter _ -- _ dhole 0.69 in Bolt hole diameter b 1.75 in Distance from bolt centerline to the face of the stem b' 1.44 in Distance from the inner edge of the bolt hole to the face of the stem,b'=(b-db/2) P 3.00 in Length of flange tributary to each bolt along the longitudinal axis of the angle T _ 1.77 kips Total tension force with moment,T=Tbolt+(P/nb) tmin 0.26 in Minimum thickness required to eliminate prying action,tmin= ((4/gyp) *T*b'/(p*Fu))05,tp=0.9 I .Prying Force: a 2.00 in Distance from bolt centerline to the outer edge of the leg I a' 2.31 in Distance from inner edge of bolt hole to the outer edge of the leg,a'=(a+db/2)<=(1.25*b+db/2) P 0.62 _Ratio of b'to a',p=b'/a' S 0.77 Ratio of the net area at the bolt line to the gross area at the face of the stem,6=1-dhole/p B 20.71 kips Total tensile capacity per bolt,B=A b *Fnt*cp,tp=0.75 tc 0.87 in Flange thickness required to develop the available strength of the bolt without prying action, tc=((4/cp) *B*b'/(p*Fu)) 0.5,�0=0.9 a 0.06 Ratio of moment at bolt line to moment at stem line,a=max (1/b(T/B(tc/t)Z-1,0] q 0.05 kips Factored prying force per bolt,q=B(6ap(t/tc)21 Tu 1.82 kips Total tension on the bolt including the prying force, Tu=T_+q Bolt Tension at Girder N/A Rn=Fnt*Ab =0.75 (J3-2) Check User Note Limit: frt/(Fnt*fl<=0.3 frt 5.79 ksi Required tensile stress=(Tbolt-P/nb)/Ab Fnt 90.00 ksi Nominal tensile stress,per Table J3.2 continued on next page... Page 8 of 13 Connection 2: LRFD Results Report(continued): Limit State Required Available Unity Check _ Result Because frt/(Fnt*c�)<=0.3,the Bolt Tensile Check is not required i V7_10_ki ps � _User input shear load f� P,- • ,�Ma:.. ,w ���•-�_0.00kips ���Userinputoxialload, Ab0.31 int Bolt cross sectional area M 4 Number of bolts f Tbolt 1.77 kips "Max-tension load per bolt due to eccentricity=0.5*,(6*Me% _ Me 14.20 kips-in Moment due to eccentricity 2.00 in Horizontal eccentricity ' 0.60 in p Vertical eccentric_itym b }' _ — T- 4.00 in _ Connector width __. ,_ _,- _, _ _ 6._00 in, _u C_onn_ector depth }. _. At,,�:_. _.•.__ _ 12.00 int ^ �MaXimum tributary area per bolt k_eff�� _ _` 0.50 - - Coefficient correction factor RECEIVEL) DEC 2 12018 ;ZONING BOARD OFAPPEALS -- Page 9 of 13 0 0 Connection 2: Members Report Girder/Beam Clip Angle(One Side)Shear Glt'dev WIOX22- Material Name A�9i I�ia eri [name 50.00 ksi Minimum yield stress of material FU —tensil-esit-re-'-s-s o-f—ma-t-e.-ria-l' —RECEIVED------ bf 5.75 in Flange width d10.20 in Overall depth 0.24 inthickness BOARD,OF APPEALS a 6.49 in2 Area 0.66 in Kdes k0.94 in Kdet det ki0.6iin K1 Hole 1� Standard Dx '6-.6-9in Hole width D 0.69 in Hole height Rf oles Number of holes RS owS Spacing 3�66=in cr, 3.66-in Column Spact.ng -----------7 WIOX22,.�'� —7, Material Name A992 Material name 50.00 ksi Minimum yield stress of material FU65.00si Minimum tensile stress of material .00 - --ii S, Modulus � of elasticity._ Member bf q�� 5.75 in Flange width d 16-20 11 n Overall de tw 0.24 in Web thickness tf in Flange thickness 2 ;iiea kdes 0.66 in Kdes id t 0.94 in Kdet ki Holetype w__ Standard Dx 0.69 in 4Hole width D 0.69 in Hole height INumber of rows of holes C 2Number of holes per row RS 3.00 in Row Spacing CS 3.00 in Column Spacing Cope at top of beam L 3.31 in continued on next page... Page 10 of 13 Connection 2:Members (continued): Re ort PRECEIVED .., .01 in.____wm_.,......._.._.�,.,..__. Width R 0.50 in�_. Cop_a at botto_mof beam „ .., Ltl w _ 2.7_5 in W 2.00 in_ Width_ .�R�,._�.m.,�...�..a..• 0.50 in Radiuses.,.�._�...._o�..�._.�.,,.m.�_._...,.�.�__�...�._���_..�.,...m.�.�e.._ Page 11 of 13 Connection 2: Connection Properties Girder/Beam Clip Angle(One Side)Shear Connection Connection__ 2 ConnectionType-'---- 5�ear Connection -��nne n ��e Girder Connection Bolted�----ieamconnectionBolted Double • ShearLoad7.10 kips ------,.-,--ZONING-BOARD-OFAPPEALS-- ad Axial Lo0.00 kips Eccentri Moment CalcuFat—ion------------Include z-All—Ecce—ntrii—citi-e's Girder Section W10x22 Hole Type STI) Beam Section WI0x22 _Material-------------. A992------------- _Hole�Type___.__ STI) ____Angle Sectiqp. Material A36 Ln_&Ie OrlentaLo!j_____ LLS LeE&jh 6.00 in Hoi�l Type _STD— HoleLype(Beam) STD Girder Bolts5/8"A325-N Girder Bolts A325-N Diameter,in. R—Ows 1 Bolts per F�o!� 2�___ _ _ __ �oneLittL Lin�jl Spacing _3.00in Transverse Spacing 3.00 in Slip Critical No Beam Bolts 5/8" Beam Bolts A325-N Diameter,in. Bolts per Row 2 Longitudinal jpaq LnIEL3.00 in Transverse Spacing 3.00 in Column/Beam Clearance 0.50 in Beam Vert Offset 0.00 in Web Cope Top Depth 1.01 in W Web Cope Top Lengthy 3.31 in Web Cope Top Radius 0.50 in Web-Co e BC�t—toaReKft——-- 2.00 in Web Cope Bottom ei2gt 2.76 in Web Cope Bottom Radius 0.50 in AngleVertical 1.50 in Girder Bolts Edge Distance Dimensions____ .�ww� _Girder Bolts W e Dist ...... �rz Ed 2.00 in continued on next page... Page 12 of 13 Connection 2: Connection Properties (continued): RECEIVED VT T Girder Bolts Vert_E_dge Dist 1.50 in_� �w^�wtl DEC'A �Tz��� Girder Bolts Horizontal Gage_ _ 4.24in _ __ �_Beam_Bolts_Edge Distance Dimensionsm � a`_ _M ����XN�BOARD OFAPPEA&. Bolts/Beam Edge_Dis_t ��._ __.__... .m.,,_. 1.50 in �_ Beam_Bolts Horz Edge Dist _ 2.00 in Beam Bolts Vert Edge DistN � _ 1.50 in Page 13 of 13 2015 IBC Non-Constrained Pile Check RECENED Section: 1807.3.2.1 Site Number: rtz�,y,,.,i.`_rz ` ';LI�32�` '_;;n " :°;.i, _ DEC 2g18 ®9�I6�C; Engineer: yij BDA,:`,;:., 60ARD OF APP Date: r12J5/2®18 APPEALS Engineer: Design Loads(Factoredo Moment(M): "'"""""GOfF pk-ft Shear(V): a''•'35 k Uplift(T): - ` `'` 2y4 k Axial (A): ``k;8;0 k Diameter of Caisson(b): ,cF; 1:5 ft Embedment Depth of Caisson,(L): -10'O ft Caisson Height Above Ground(a1): „fit _ 4>';h '=;Q5 ft x250 Allowable Lateral Soil Bearing (s): - �t=�w` psf/f Skin Friction ,:r• 250 psf Depth to Supportive Soil ft Ultimate Bearing Pressure +3000 psf Height to Point of Application of Shear(h)=a1 +MN 0.5 ft Applied lateral force in pounds(P=V): 3540.0 lbs Lateral Soil Bearing per unit Width(Si)=s• L/3: 833.3 psf Variable(A): 6.62688 Minimum Allowable Depth (d) _ .5A{1+A1+(4.36*h/A)]) 7.13 ft OK Axial Resistance(�Pn) 10.16 k 78.34 % OK Uplift Resistance(�Tn) 6.19 38.48,% OK C GENERAL NOTES. %8LR fNNFOTN'EO POLYL+FR IiRPV kD1E5• 1MSONRY WNSTRUC.IKfII NOTES: l _ _ I 1 THESE DOCUMENTS WERE DESIGNED IN ACCORDANCE WITH THE LATEST VERSION OF APPLICABLE 1 FRP PLATES,SHAPES,BOLTS AND NUTS(SRO/NUT ASSEMBLIES)SHALL CONFORM TO ASTM D638, 1, ALL BRICK TO BE 15M PSI MIN REWVORCNG BAR(IF APPLICABLE)TO CONFORM TO ASTM A615 LOCAL/STAIE/COUNTY/CIIT OULgNG WOES.AS WELL ASµ51/M-222 STANDARD,AWWA-DIDD 695,790 PLATESµD SHAPES 10 BE FY-535 KSI LW(SAFETY FACTOR OF 8), 945 KSI CW GRADE 60 SPECIFICATIONS,ALL MORTAR TO BE 2000 PSI MIN 4 gip; STANDARD,NDS,NEC,MWC,AND/OR THE LATEST VERSION OF DHE INTERMTIOWL BUILDING CODE, (SAFETY FACTOR OF 8)MIN -FOR INTERIOR/ABOVE GRADE APPLICATIONS TYPE N MORTAR RAVING MVOMUM MODULUS OF UNLESS NOTED OTHERWISE IN THE CORRESPONDING STRUCTURAL REPORT RUPTURE OF IOD PSI SHALL BE USED FOR EXtER10R/BELOW GRADE APPLICATIONS TYPE M OR 2 IF FIELD FABRICATION IS REWIRED,ALL CUT EDGES ANO DRILLED HOLES TO BE SEALED USING S MORTAR HAVING A MINIMUM MODULUS OF RUPTURE OF 133 PSI 2 ALL CONSTRUCTION METHODS SHOULD FOLLOW STANDARDS OF GOOD CONSTRUCTION PRACTICE VINYL ESTER SCWNG KR SUPPLIED BY THE MANUFACTURER, .BRIG(AND MORTAR INSTALLATION TO CONFORM M MSJC BUILDING CODE REQUIREMENTS FOR F I 3 ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED NT QUALIFIED CONTRACTORS d ALL FASTENERS TO BE 1/2'DIA FRP THREADED ROD WITH FIBER REINFORCED THERMOPLASTIC NUT. MASONRY STRUCTURES EXPERIENCED UI SIMILAR CONSTRUCTIONSPACED AT 12 I14CHES ON CENTER MAXIMUM,MHO,FOR PANELS AND AS DESIGNED FOR- 2. ALL CMU TO BE 15D0 PSI NW REINFORCING BAB(IF APPLICABLE)TO CONFORM TO ASTM ASIS Z STRUCTURAL MEMBERS GRADE 60 SP CATIONS ALL MORTAR TO BE 2000 PSI MIN I 4 ALL NEW lYORK SHALL ACCOMMODATE EXISTING CONDITIONSIF OBSTRUCTIONS FRE FOUND, -FOR INTERIOR/ABOVE GRADE APPLICATIONS,TYPE N MORTAR HAVING MINIMUM MODULUS OF t CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD PRIOR TO CONTINUING WORN. 4 TIE COLOR AND SURFACE PATTERN OF EXPOSED FRP PANELS SHALL MATCH THE EXTERIOR OF THE RUPTURE OF 64 PSI SHALL BE USED FOR UNGROUTEO BLOCKS,AND 158 PSI FOR FUMY EXISTING BUILDING,LINO GRINNED BL KS. 7 �' S ANY CNA14GE5 OR AD RS MUST CONFORM TO THE REQUIREMENTS OF THESE NOTES AND .FOR EXTERIOR/BELOW GRADE APPLICATIONS TYPE M OR 5 MORTAR HAVING A MINIMUM MOOUWS SPECIFICATIONSTOANO ENGINEER M SINCEµTO THOSE SHOWN ALL CHANGES OR ADDITONS SNAIL BE 5 SKID/NUR ASSEMBLIES SHOULD BE LUBRICATED FOR INSTALLATION OF RUPTURE OF 84 PSI$U1L BE USED FOR UNGROUTED BLOCKS,AND 163 PA FOR FULLY SUBMITTED TO THE fAGUI-EDR OF RECORD FOR RENEW AND APPROVAL PRIOR TO FABRICATION GROUTED BLOCKS AND/OR CONSTRUCTION 6. ENSURE BEARING SURFACES OF THE NUTS ARE PARALLEL TO THE SURFACES BEING FASTENED •BRIG(AND MORTAR INSTALLATION TO CONFORM TO MSG SUUW40 CODE REQUIREMENT'FOR 9UUAl1TT Lg 6 THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL MISCANEOUS 7 TORQUE BOLTS ACCORDING lO INE fOLLDWNG TABLE. 7 MASONRY STRUCTURES venin _ yyy tI. SHORING.BRACING,TEMPORARY SUPPORTS,ETC NECESSARY TO PROVIDE A COMPLETE AND STABLE urc,ro { STRUCTURE WRING CONSTRUCTION TA-1019-A-2011 IS AN APPROPRIATE REFERENCE FOR THOSE - IOREH.PLUMB k TENSION HO1Fs• t DESIGNS MEETING M STANDARDS THE ENGINEER OF RECORD MAY PRUDE FORMAL RIGGING PLANS INSTALLATION TORQUE TABLE , AT THE REQUEST AND EXPENSE OF RIE CONTRACTOR _ 1 PLUMB AND TFUSION TOWER UPON COMPLETION OF STRUCTURAL MODI'ICATONS DETAILED IN THESE j1 SIZE ULTIMATE TORQUE REGI IM6N TORDED MAXIMUM DRAWINGS (((; 7, NSIALIAMON SHALL NOT INTERFERE NOR DENY ADEQUATE ACCESS TO OR FROM ANY EXISTING OR STRENGTH INSTALLATION IMWE PROPOSED OPERATIONAL AND SAFETY EQUIPMENT. 3/8-16 UNG a FT-LBS 4 FT-LBS 2. RETENSIONNG OF EXISTING GUY WIRES SHALL BE PERFORMED AT A TIME WHEN THE WIND VELOCITY IS LESS THAN!10 MPH AT GROUND LEVEL AND WITH NO ICE ON TIE STRUCTURE AND GUY WIRES _ B WNTEERINGRACTOR SHALL DISCIELD NERDY ALL ISMENSIONS PRIOR TO ANY FABRICATION.CONTACT UIFlNIUY 1/2-13 UNC la R-IBS -BFT-IBES _ 3 PLUMB 714E TOWER WHILE REIENSIONNG THE EXISTING GUY PARES THE HORIZONTAL DISTANCE EHGtIEFA1N0 P ANY DISCREPANCIES EOTT BETWEEN THE VERTICAL CENTERUNES AT ANY IWO ELEVATIONS SHALL NOT EXCEED 0,20%OF THE 5/6-11 UNC 35 FT-LBS 16 FT-IDS _ : VERTICAL DISTANCE BETWEEN 14'0 ELEVATIONS FOR LATTICED STRUCTURES STEEL CO VEIMUCTION NOTES3/4-10 UNG GD FT-UES 24 FT-L85 1 STRUCTURAL STEEL SHALL CONFORM TO THE RISC MANUAL OF STEEL CONSTRUCTION 14TH EDITION, 1-a Umc 110 FT-LBS '6 FT-UIS - 4 SHE TWIST BECED .5 E R ES IN 105 THROUGHOUT THE HEIGHT OF A HE LATICE STRUCTURE -OA°- FOR THE DESIGN AND FABRICATION OF STEEL COMPONENTS. SHAll.NOT EXCEED 0.5 DECREES IN 10 FEET THE MAXIMUM TWIST OVER THE LATTICE STRUCTURE HEIGHT SHALL NOT EXCEED 5 DEGREES 2 ALL FIELD CUT SURFACES,FIELD DRILLED HOLES,AND GROUND SURFACES WHERE EXISTING PAWN 8 WHEN TIGHTENING FRP STUD/NUT ASSEMBLIES,WRENCHES MUST MARE FUL CONTACT WITH ALL KIT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED'AM(2)BRUSHED CMTS OF ZRC EDGES A STANDARD SIX POINT SOCKET IS RECOMMENDED - CALVILTE COLD GALVANIZNG C0000ND PER ASTM A780 AND MANUFACTURERS'RECOMMENDATIONS SPECIAL NSPEWONS'NOTES, w. 9, SND/NUT ASSEMBLIES SHOULD BE BONDED BY APPLYING BONDING AGENT TO ENGINE NUTµ0 PROJECT NO, 3. ALL FIELD DRILLED HOLES TO BE USED FOR'FIELD BOLTING INSTALLATION SHALL BE STANDARD EXPOSED STUD 1. A QUALIFIED INDEPENDENT ERF TESTING LABORATORY,USING FIN AEryC THE OWNER AND APPROVED BY THE 0 WED HOES.AS DEFINED BY AMSC,UNLESS NOTED OTHERWISE - BUILDING CO SHALL PERFORM INSPECTION AND TIRING IN PROJECT SPEC WITH THE THE GOVERNING B - 10 ALL FRP MATERIALS TO BE PROVIDED BY FlBEPGRATE COMPOSITE'STRUCTURES,DALLAS TX, BUILDING WOE,APPLICABLE SECTION(S)AS REWIRED BY PROJECT SPECIFICATIONS FOR THE .a � �YQ' 4 ALL EXTERIOR STEEL WORK SWU,BE GAUVANTZED IN ACCORDANCE WITH ASM A123 OR APPROVED EQUAL FOLLOWING CONSTRUCTION WORK. �DH R �R' 11 ALL TRP SHAPES TO BE OM ORM PUI.TRUDED STRUCTURAL SHAPES o STRUCTURAL WELDING(CONTINUOUS INSPECTION OF FIELD WELDS ONLY). ��)) Q S ALL STEL MEMBFR9 AND PLATES AND SHALL NEEP THE FOLLOWING GRADES: ,LFp,yt fM/�, ) A'dlr • ANDES,CHARNELS,PLATESµ0.&!S TO BE A3&Fys3s X51,U N 0, 12 ALL FRP PLATES TO BE FIBERPLAIE MOLDED FRP PLATE. 8 HIGH STRENGTH BOLTS(PERIODIC I INSPECTION OF A325 AND/OR MIN)BOLTS)TO BE TIGHTENED ((// 4Y C' • W SHAPES TO BE A992 Fy=50 K51,U HQy • RECTANGULAR H55 TO BE ASOD,GRADE B FY-46 X51,U N D IS.,U.L FRP PANELS TO BE FIBERPLAIE CLADDING PANEL, PER TURN-OF-THE-NUL'METHOD, • ROUND HSS TO BE/500,GRADE B FY-42 KSI,U N O T� • STEEL PIPE TO BE A53.GRADE B Fy=35 KSI,U N 0, c. NECIWIICAL AND EPDXIED ANCHORAGES •`' (',>t BOLTS TO BE A325-X Fw120 KSI,LAND 14 EACH FRP PANEL TO BE IDENTIFIED WITH LARRI25536 AND FIRIERCRATE COMPOSITE STRUCTURAL U-SOLES AND LAG SCREWS TO BE A707 OR A F.-O KSI DRO LABEL. d FIBER REINFORCED POLYMER ` `,E. •M 0911a1A Qj.A F 6 ALL WELLING SHALL L BE DONE USING E70XX ELECTRODES,U NO 15 FRP MATERIAL TO BE CLASSIFIED AS COI OR BETTER,AND HAVE MAXIMUM FLAME •THE SPECIAL26PE'CTOR MUST VERIFY Ti4T THE FRP MATERIAL SPECIFIED ON THE APPRDVED 5PREAD OF 50 DESIGN DOCUMENTS IS BONG INSTALLED RQ 7 ALL WELDING SHALL CONFORM TO AISC AND AWS DT I LATEST EDRON- 16,ALL DESIGN AND CONSTRUCTION TO BE COMPLETED IN ACCORDANCE WITH LOS ANGELES RESEARCH THE SPECIAL INSPECTOR MUST VERIFY THAT ALL CUT EDGES AND ORIILED HOFS ARE PRO 8 •B�AL 8 ALL HSTI ANCHORS TO BE MOON STEEL.UN 0 REPORT RR25536,DATED FEBRUARY 1,2016' � 'PROPERLY SEALED USING A VINYL ESTER SEALING KIT SUPPLIED BY TAIL MANUFACTURER, • MECHANICAL ANCHORS KMK BOLT-TL U710, TRSDOCUMEM19TNECRIATION. • CNU BLDG(ANCHORS ADHESIVE-HY120,U N 0 17 SPECIAL INSPECTIONS MUST BE PROVIDED FOR ALL FRP INSTALLMENTS SEE SPECIAL,NSPECDON •THE SPECIAL 1SPECTOR MUST VERIFY THAT THE STRUCTURE IS BUILT IN ACCORDANCE WITH DESIGN PROPERTYµOCOf*lfU01RFD SECTION,THIS SHEEE THE APPROVED DESIGN DOCUMENTS WNCRETE ANCHORS.PDIffSNE-HY150,UJIO WKKU(pF T7WWLEAWCUPL1CAiKKI • W�ICftETE(tE&Jt ADHESIVE-RESOD,LINO 2 THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND LEST REPORTS TO THE GULLING CON&ENTI98TNCTL�FYP aANBTTED, 9 ALL STUDS TO BE NELSON CAPACITOR DISCHARGE 1/4•-21)LOW CARBON STEEL COPPER-FLASH AT RATIO OF EDGE DISTANCE TO FRP FASTENER DIAMETER DEPARTMENT,THE ENGINEER OF RECORD,AND THE OWNER UNLESS THE FABRICATOR IS APPROVED 55 KSI ULT/50 KSI YIELD,U HD RR— RECOMMENDED BY THE BUILDING OFFICIO.TO PERFORM WORK WTTHLIUT THE SPECIAL INSPECTIONS, • b!gK,y(UM PALOV'JABLE ANGECM IP PHIGNGARB2 IMED9 10 BOTS SHALL BE TIGHTENED TO A'SNUG TIGHT' AS DEFINED BY ASC. OFpWC31 1 ANDOERIN6 II UNifUM EDGE INSTANCES SHALL WNFOOEDGE DISTANCE-0.•BOLT TO END 20- D 30A i0 P15C TABLE J34 SITE NU DER: - - EDM DISTANCE-CV BMT 10 SIDE 15-35 25 - _ _ LI 1 HE CONCRETE W HSTRUCTION NOTES BDLi%101-0..70 0.• 40-50 - S D - SITE NAME' CONCRETE TO BE 4000 PSI 0 28 DAYS REINFORCING BM TO CONFORM 70 ASH1 A.615 GRADE GD • - - - - ^I 01 700MNN ft0ADR ' SPECIFICATIONS CONCRETE INSTALLATION TO CONFORM TO ACI-318 IWILDIIG REQUIREUENTS FOR WOOD WNStRUC110H'NQTE3,' ORIENT,NYN667 REINFORCED CONCRETE ALL CONCRETE TO BE PLACED AGAINST UNDISTURBED EARTH FREE OF WATER AND ALL FOREIGN OBJECTS AND MATERIALS A MINIMUM OF THREE RM IES OF CONCRETE SHALL I ALL EXISTING WOOD SHAM ARE ASSUMED TO BE DOUGLAS FIR-LARCH WITH A REFERENCE RENCE DESIGN J 03 Q � �y � FE COVER ALL REINFORCEMENT.WELDING OF REHAB IS NOT PERMITTED BENNNG VALUE OF 1000 PSI MIN - 2 EXISTING CONCRETE SURFACES THAT ARE TO OD N CONTACT WITH NEW PROPOSSED CONCRETE 2 ALL PROPOSED WOOD SHAPESµE TO BE DOUGLAS FIR-LARCH WITH A REFERENCE DESICH MND24G SHOULD BE WIRE BRUSHED CLEAN ANO TREATED WITH APPROPRMTE MECHANICAL SCRATCH COAT ANO VALUE OF)COO PS MN.Ux0 �a 1 LREPAIR MATERIAl3 Oi APPROPRIATE CHEMICAL METHODS SUCH AS THE APPLICATION OD A BCNDUG NOT TO ENCROACH ON BDLT TIMEAGENT,EX SARRETE OR EQUIVALEN T.TO ENSURE A QUALITY BOND BETWEEN EXISTING AND 5 ALL EXISTING AND PROPOSED GLUED LAMINATED TIMBERSµE TO BE 24F-1 8C DOUGLAS FIR PROPOSED CONCRETE SURFACES, BALANCED WITH A REFERENCE DESIGN BENDING VALUE OF 24W PSI MIN U N 0 - ^ ITT sau NUMBER . S•1 � ieMobfle- _ - •\•_ �'i \+' _ E77SlW 4fTAINWC D'ALR LL �`' \ \ \ \ EWPufNr,PlA7FWM NL1N aWY,,e PROJECT NO. S"m DRAWN BY Vim - _ _ _ � - ;�1, �`'! -'��'1'.y.��'-'ii'-�s - +�•..�' ., _ , CItEC ,,``� -tlDA ausm - - CWPLI£N1 PLAYrORV MM GWOPY` Ties DommuorisumORFATION, 'm PROPMOTYAKDOOPYRIMGHTE • _ � �k ^r��- },�-,^�, , - 09110 �p� _ ; • _ \ � -'-' 'A - , LWRHOFT-UOBILE.ANYDUPUGTIONf ORUSEYATHWfEXYMS-fTEN NOTE D'OMYANOS ARE 21Yk•,USE GMARKrAISOAIEANDIORIRTIMr9� ,C 1' NOIEDSGIE' , :-' £:.:~.f SIZE NUNSER. W L113882D 7 x-YF3 r M O OR HWTMaTTOWER \'''�-•�:P-^' ""',• ''' `I' -/0700 MAIN ROAD U�•x'" ORENT_,NY110S7 _ _ SHEET TffIE (� ^SITE PLAN _. \'aS•k... '��+ sA -SHEEr,NUMBS _. 59 Cr 12-8, J ' D S•.D• 7_5,., 5g loll PROPOSED W-LVA A307 ROGT PRa,°OSEO AmE Cl(P Ux4x1/4•(T)PJ— ,, y PRCW0.FD ANpf CL/P I I I N G6x6rJ/1•(IlA) SUB+.1RTALS PROPOSED ANG!£L00114-(nP.) - - wrt ccsttmnm� rax�nr PROPOSED HSS 410318*(M) PROPOSED maU2(11P) PROPOSED CANOPY(71P) I- t I.wy PROJECT NO WI 002 T DRAWN BY.. VEB CHECKS BDA sit Jr PRa-osm WRnae Hss' !EC S70 PROPOSED STAIRS" - - -I I _ ® 111 H DEEM MOPENTYMOIcop"IED ! V ORNOFT4cin le Aw DuGUOAT101r �y MM R USE VAMOUTEWRIUSYRTIEN CONUNi IS STRIC TLY I7tONBREO. q G) n NOc u nnwokia bays' _ I I b q t� � � �'TNE NDfCOBCAIC t L 13 82D L $9 ® n ORIENTATUTT. , A �A B" 0 40200 MAIN ROAD ORII 11057 9 SHEET TINE PLATFORM { DETAILS SHEET NUMBERSCAIE.NOf TOO SME 5CP1E- I I s-� (. 1, PROPOSED 1/2•DIA AM7 SMr(TTP)-- PROPCSEO AWE a#'!6.6x712•(T7P)—�" - ° �~ - �!_ (D 8LI r PROPOSED ANCY£Llxld/1'Mlnf Ni+ l (i)A307 80:7 AT PROP05ED ANGLE LY JP Llxlxll.•MP)^--� •� (�1 �, ® O z 4 PROPOSED NAMWAIL 2d75 i _ PROWO M!ERT_HSS DA 40 SPIED Pa(11P) L. - a.rc BmI T A 0 044 (HS) C EI , SQ 59 S9 SB �_wu PROPOSED 870x22(7,P) ' �� 1 '$ — &613181(Typ) PROJECT NO 60402 7 PROPOSED STAIRS 59 ORAWN BY.', VEB (2)PROPOSED ANOY6S LJr5xJ/B' �' CHECNF bop TO FORT DAME ANGLE(1YP) 5 11 11 H D OP (FlRS ) °v11A OV p E�Lsarr�� ` •' PROPOSED(10)/8 YR n P) RFBAR(TMP) THWROP"IBTNEC6EA,N1N, OEOICM,FT NIOS7YA NY IDUP NNBEO POIIROFT G70ME.N7Y WP4GTION PROPOSED�I ROAR RFS - ONSENT 3 STRICTLY PRO14N E0. ATE-0.OC(RP)------•-^ �: NOTE IFDMYANOBMB77'<JI°,U9E PROPOSED 1-6'CIA ,' ORM1PMQ 'O,BA R`E TINES Se COVORETE PER(IW) - }.K SITE NUA®ER LI13B82D ORR7TATWmCAER I IBIOOMAIN ROAD ORIENT,NY 110$7to I �+ SHEET TIRE PLATFORM ® J DETAILS SHEET NUMBER SECTION.A---A-NOT 10 SCALE - - �j $_4 ' f _ �p�vv Mobile- 10'-10 �� TM �I 1`6'-10114• - I"�D.M[Mlle D t 10-101`/! PRCPOSED 1/Y DIA A307 DOLT(T)P) .. - - • ��nJ gg PwosLO AmE a P L6,6412"(TIP)--�,��' "' M�5*�ge Z p. I' PROPOSED HFTMAL FESS SURMI A � ou usswlm_�uarox I, wuva PROPOSED HANDRAIL 7375 1 - OD 4o smEO PIPE(rip) 8Er5B 59 59 f) PROPOSED Watt(1`1P) - �! - /' \ - - hm PRLPOsm)ERT/CAL HSS PROJECT NO' 644002 (2)PRCP05W ANGLES LJx3Y/3r/5' 1 •/ _ � DRAWN DY. VED ' 1`0 F0941OOVBIE ANGLE(TIF) TY CH b. DDA I, so ° JONysp�j ' RAI PROPOSED H REDM IIE3 Ar 0-4'OC(Misr 1-0)(nP), 4rf v t� I� MROPBsm(10)0 OR17CAL <°� 09110 RLDAR MR) PROPOSED/4 REDAR RE'S 798DOGMENTISTHECREATIOR dRUO AT 1-0'OC(TrP)-- _ WORKOF7410111iZ UUMCATl34 C R U SE INTHIXR DPRESS WIMBI CONSENVII STRIMY Mc LEO PROPOSED 1-5'DIA 59 CONCRETE PILr4(T)P) 4 L NOTE.IFURAWNGSAREMW,UEE� cRAPniaL6cAIDAnoroR+RmeEs OFTHENOTEDOCAIL SM NUAIEER: 11 L113882D �. ORIESOFAT8TTOWLR .laJ 42 I ^ MAIN ROW ORM I, a]6 SHEET 7= 'I, PLATFORM DETAILS SECTION SEaNUMBEH -- SCALE HOT TD SCALE - S,5 I (, - f 71=4 7p' r � l `! PRWOSED 1/2-DIA AJ07 BOLT(TW) � i LL PR0.°OSfO ANGLE Li1P L6"12'(TYP)�� 7 PROPOSED ANGLE L410114'IHM L (7)A307 DOLT Ar EA al END(IW)---'�`^ PROPOSID ANGLE CLP LIxIx1/4'(T)PJ - unix S afxa PROPOAO VERRCAL 165 - uwu '— •L _ a W Pa D.40 D NAN0, 2175 aa - 4a SM (71PJ--� f I Y 1 9 8 7 I ,a7E / E Pta°0.5ED{910x2,(TTP)—. \ \ ` MP05E0 WR7LCAL NSS - -- - - PNOJECT NC -544IN2 6x6x3/G'(ITP) L'-0• Iff (7)PRWOSED ANLYES LSxJxJ/R' '`\ DRAWN DY•- VES._ CHECKEDO BOA FM- - TO fDOUBLE ANIXE'OW) 1 �F NEVI/,, ss D E �t8 I PRWOSEO N REGAR RES AT E` 0,91,,�,8„��pY 0-4'as(E1R5'T L'-0)(nP) dPp��l�' a, PA�OSED(10)/G 9ERRCAL - THISDOCUMENTISTHECREATION, y Rom(rip) VVORKOFT440BILE. WFLIGTIOq !' ORUEENSTHOUT E%FRE85 Yd9 NEN 004E9N IB BTWCTLY 9RONF9TED PROPOSED/4 REGAR RES- - NOTE IF OPeYAIIOBAPE7Px10',uEE I� AT 1'-0'0.a(7W) a IOFTHE HOT Z1,TImrs i. r ® -SITE NUMER, '! ePRaVM 7'-6'aA U13882D [ S9 GYYlCRfff PIER(7)P) o SrIE Mr. �- y ORIENT AT8T TUNER 0000IAVNROAD r, ORIENT.NV 11957 F+ SHEET TITIE N PLATFORM f >� DETAILS i c SECTION C � cosHEEr HuueEa -- SCAtE Nor TO SOME S.6 - L 16�10 114' ' Mobile- to'-20 214• I - -}B,-0•-.._T---�.�I r PROPOSED 1/2'DIA A307 BOLT(TLP) - - - } � p � PROPZO AA'BYE C21P L6X5N/2'(nY)-- ,-^"^ ¢ I —y PROPOSED YERIM,AL HSS L - 4A4xJ18'MP) PRO-WED HANDRAIL IJ75' w+c mrrwP+ew ReNebp ' DR 40=HED PIPE(nP) 58 E I / E � PROPOSED RYOx22(11P) ' yn PROPOSED VERnaU HSS ' - - - - - - - - d: 6.61,518'(TIP) - (2)PROPOSEtl ANCIES LJxsxJ/6•, TD Ezaw aouD2E AND(£(IPJ S / PROJCCTNO 544002 DRAWN BY VEB St0 PROPOSED SrA1Rs CRAWhfa ti�R.1oHJySop\ 1 co PRD°OSED N RE8AR 193 Ar - 1 0'-4'ac(i02sr 1=0) PROPOSED(10)JU WRROAL 8� _ REBAR(IYP)� � �Q Ohl1 •�PV R PROPO EV 14REAR 71E5 D118000UMENf W THECREOTION,' �� Art-0'OC(Tw)- DEWI%PPOPERTYANOMNAIGHTEO vAa"ROPrMDmEANrouPucAraN - ' ORUSENWOUTEfPRESSVAUTTEN 2 PRaPOSED 2'-s'OLI _ ,consDlfgs7RCnvPpa00RCD sa CONOPETE PIER(nP) b NOTE IfDRAWNG3ANE2n P,USE # LYb GRAPHIMSCN.EANDOI V2 RMEU +E - C6 INE NOTE-0SCMR, 1 SNE NUMBER: of d b D Jam' L113802D• (V ORIUNTA75TTTOWER - _ -- 41111M INIOAD ORIENT,NYI1B57, _ �. SHEET)IILE PLATFORM ' DETAILS e _ SHEET NUMBER j! /�SECTION'.D-D sca2E—Nor ro SCAIE ' T-' a 1 bbHe° Ir-a. 1 — I 420• 1.B• .J'-B• _ _ p_p. . egggg ;' oo `� �� PROPOSED ANGLE Elx4x3/e'(nP) SUBMITTALS 4 PRGWOSm 19-W4-7J ORAIBQ(nPJ_ I' s,D PRoPosm JYJoxu(1W) - 9 I I I a PROPOSED HAHORA4 2375 OA 40 SWED PW£(IPJ PROJECT NO Ell rA2 1` DRAWN BY: YEB If' I' I I I I •' T� CHECKED By, BOA ,k I I I I � I •pf�NEW�;� , I PROPOSED KWI70AL HSS 4x4x3lr(nP)-- D-=----'-------•--------.�._ 1_-_•_ P e i I 3 PROPOSYO _ _. I r� j0 F i I s9 H-mar— I q NFp n01161 �� 11000MW ITIg"ECRFADON, SIO PRC°OSED STABS_ - I - DE6ICN,FRWERTYANDCCPYRIMED CR USEVATHOOUUI 001E6 NE rEN CCNSETB is WRIC LY PRoiLERED =FMONGSAREtT(30',UBC' t{ GRATCGILSCAIEANIMRIQTIMES 1 _ - I SI1 I IA I � OF 711E NOTFD 6CAlE �� I]' -----=— q ---=—•oO O i"} 113©82D PSBSfrE ORIENTAT&TT (E2CNER �I A N/A!) l. (EOUALJ .� 40200 MAIN ROAD p ORIENT.NY 11057 , �3 0 m SHEET 7 iLE 1 1 .SECTION E—E > � I• -- scuE Nor TO SCALE PLATFORM DETAILS `� SHEET NUMBER "� S-8 i, - s u PROPOSED ANCiE 414,34-(!)P) r—' 00 AWPa=RAFE Bx4N/4'(7YP) rl �i 'IP - L - —PROPOSGDI/2'INAAJ07DLYr(riP) �,rr-^•PRoPo=zJ75•as 40 SMED FM,, _PROP050 LSRnCAL REBAB(10)/B(T)P) - _ 4'-0'LONG(TLP) O - PROPOSED 314.MA A6/5 GW.75 ANORW - -- - _ PROPOSED 2375'as 40 SMED PK z n © N17N 7-0'FNBfODFN7(TTP) - - - - - - - 6•-6•Lava(RP) ®p 0 o PRQPOsm N55 6a6xJ/B• C - PROPaR'D CRaSSOYFR PLATE =FRAME DETAIL Rr/O D O SIR PRO 1 PASCX1-K(I)P) -- - ,O PROPOSED PLATE WOW - SCALE'NOT TO SCALE- O O PROPOSW 1=B'LMA CONN 7EIE PIER O nn — '6 FOUNDATION PRO 0.5TD PLATE 4x4x j - -- SCALE NOT TO SCALE - - — PROPOSED z.T75'c0 40 SCRm P/P4 " '44 i• _ 6-6'Lava(TTP) 4 PROPOSED IAS Bx6xJ/B' STO W10x22 CONN. -W I b PROPOSm 2375'c0 40 SCP EO PPf _ u= •� 4=0'LaVO(TIP) - SCALE NOT TO SCALE D PLATE IOYlOx7• PROJECT, 54"02 _ DRAWN BY. VEO —PROPOSED Y-6'D1AjOWCRETE PIER i CHEC c I,,, BDA 1 ORAOF i9 ,Q`-Novy (t PLUG R JDy s� I' �—� PROPOSED Q70m509FR PUlE '� ® �_• N SYIE PRO!PARi/SCXI-K(1)Y+) PROPOSED 1155 5A6x3/r —PROPOSED J/4'O!A A515 OR 75 ANCHOR ■ m r b L 1 W7H 2'-0•EURMU Nr(TIP) - - x 1p{ 1/4• PRa°a8'D PLATE 414 J/eM 5' PRoPOsm Y12'am A3o7 BOLr(nYP) cO•.,,09115 r` I -/ PAGL°OSm PLATE 6M0/4'(T)P) PLATE 'TO FISS CONN, Noi TO SCALE THIBDOCUWtENTIBI IECNEATION, DEW- PROPOSED AMLf 4x&J/B'(TYP) NORKOFT •MOOBEANYOUFIICATION 4t OR USE YAn10JT E90'RE8ASMEN CONSENT is BTMGILY M04MTED L I, 4 SECTION .G—Gwica°R °sauE'u"EmDav"inM�EeE ' SCALE NOT 10 SCALE OFTHE NOTEUGCALE PROPOSED 23750D. - SrrE NUMBER:- 40 sarm PWE L113882D PROP05m FLA TE Pwosw PLATE J' SITE NAME. -PROPOSED 010,22 PROPOSm WT0x21 '� \ 5 3/4x5 3/4x1/4' 9 J/4x5 J/4x1/4'- ORICHTA7ETTOWER PROPOSED 2375 0IL 40788 WUN ROAD PROPOSED A36 ANCIE CLP PRLLPOSm AX ANGLE CUP PROPOmD 1/7'DIA 40 SWED PIPE ORIENT.NY 11957 T`'� O G4x4x1/4'(BOM SMS) p1 lt `,.GJxJxI/4' AJ07 OMr(TYPJ PRLLPOSEO!/2'a•A O- - bHEEf TRE _- .mp PIWOSm 5/B'DW - - �••�PROPOSm 5/B'DIA AJ07 BCV(rYP) tt AJ25 BOLr(TLP) AJ07 BOLT(TLP) - PROPOSE0 WYOx72 14• PROPOSED ANGTE L4x4xJ/B' CONNECTION DETAILS 2 SAN F—F 7 W10x22 TO W10x22 CONN. .$IW NUMBER _ /��a���7,W10x22, TO ANGLE CONN. s HANDRAIL -CONN. SCALE•NOT TO SCALE -- SCALE NOT TO SCALE 1J SCAIF.NUT TO SCALE• "' -- SCALC•NOT TO SCALE S■9 PROPOSED 1/1'DSA A307 BOLT(TIP) 7i°°1VJ1®IWIl1L`Ai° i PRVPa5W CIOx10(TTP) 1-6• I- I r'�' PROV"PLATE 611 J//xi/I'(TIP) PROPOSED RANORA2 1376'OO 40 I .so"PIPE(TIP) I I- z lip L�SECTION H—H �� SCALE Nor ro SCALE PROPOSED 010,20(TIP) MI � - w_i �xawum+ masvi PROPOSED HANDRAIL - 2J76 OO 43 SOIEO - PIPE(TIP) ' 6 C10x20 TO C10x20 CONNECTION { I - - Q SCALF NOT f0 SCALE ' PROPOSED IB-W/-7J GRATWG W/ 0500597 CRA AVGVA(Y!P —"=""-_"--- PROPOSED 1 3/4713/16 BEARING BAR(TTP) W10x?1(EYP) AJ07 OLT(TP)AUEIER I I� tf(, PROJECT NO 04" J " DRAWN BYUVEB I, CH SO - BOA (TIP) I CJV 11/y P Qt�R,JOIN GRATING DETAILn`/ . BCnIE NOT TO SCALE 1 PROPOSED N70x/2 C N 3 nmtta� PROPOSED AM ANYAE CVP I I - L&JA1/4'(80171 SIDES) rL`�✓ � -I - Q ^-PROPOSE06/B'WA TNISOOOUL'ENTI941ECRFATION, � 0 AJO7 BOLI(rTPJ PROMTYANDOOMVffEO }' I IC PARK OF TAWBLE ANY OUPlIG1V 7 PROP05LD CIOxi'0 ORUSEVATNOUTEVRESS YAUTTEN (----, ,- I I >--e CONSENT 16DTNCILY PROHIBITED ` ' I I � � _ NOTE IFgiA4NNOSARE 1tY]p,USE - I I CAAPIUCAL BCAIEANLY0fl 10 rUlES C1Ox20 TO W10x22 CONN= � a� OFTNENOr®suE SCALE.NOT TO SCALE k-.T SITENUMBER �I L113882D —PROPOSED LY0x10(T7P) I' I J• � SrrE NAME.- U _ PROPV5 0 170x21 ® ORIENTATITTOWER b I ) 40700 MAIN ROAD III PROPOSED PLATE 10x741/2-n _ ORIENT,NY 110.4} f. I Ir[-r--— -1 - -�+ ■ —PRMOSEO NSS 01647/8'`a SHEE(TNIE J -O t�- vRgPaiED 6/B'ou A3125 rn(t1A) STAIRS DETAILS I, t STAIRS .DETAIL'' SHEET NUMBER ' scan NDTroscaE /e�SECTION J—J f; -- SCALE MOT TO SCALE C " ROOFIY0 TO BE IB CA al4R WED STEEL RISTAILE0 PER NANUFACNRERS SPECS ANWOR TO PROPOSED TUBES AND ROOF PROPSEDJ/B'M1rJE 7. ANOYE BRACES NIM 3/J'Ban24.0.G" CAP PLATE(ITPJ dgg pppp ----- G f� sirB PROPOSED USS IxIxJ/B' COLUMN �Y y. w. nua.wtron Alvsa,i TV COlUNN(TIP) � w.n•' C t PROPOSED J/8•MCK I BASE PEA IE(T)P) 1 SECTION I—I N -= "SCAlf CLOT TO SCALE u9.c _ � PROJECT NO 614001 DRAYYN BY. VEB � I.CHECKEDBY. BDA 1 TYR J/ro 8 "EA 90E QQA��.JOH/ysfoy I BEAN pn 0>? 1� 0' Rnt a` nR o� THICK 5/6'DA A325-X ' OttYNfC�ON PLAff BOLT(ITP) MICA AI,D-fAPYR=iTm WOW OF 74A OWLE ANY OUPLICATION 09U5l WTHOUTE)"ESSWWTthN ` SECTION B-B cDNSExrlemnenrpRrnumTEn. 'r PROPOSED I rm Nore'IpuPAwNDonxEUYAo,u6B H7R.22()TP) iN!(W '.:i/4 V,--'NEA SIDE aRAP1uGL&G1EAN6'Oti t2TwEs I' p PROPOSEDI/2.OL4 J� N CWwcRdY PLAW OFTlENOIED 6CALE A325 Bar(RP) W44J/B SRE NUNBFEt' O PROPpSEp Nss J r/B -— _ LI13882D 4x43/8'(ITP) _B p `1 SITE&TW _ - PROPOSED 14 DLA -' fD ORIENTAT6TTOVFJT ,l057 —PROPOSED Puff �' AJ2s BaT(ITP) ` - � '� I! 8x5 J/4.J/B'(7)P) J/d•nBpf� I, 1 CAP XAIE I, i 014 5aT(n) -x - -SHEET TRE- 1, 4Jl1P) -� //0 / -J yy WIOx22(TTP) `Vi/4 t/<< I ms44xJ/B CANOPY cauwv e( ) 4a �PtATe�TP) DETAILS .. SHEET NUMBER .� ,Q BASE PLATES BASE PLATE � BEAM TO'COLUMN CONNECTION SCALE.NOT TD'SCALE - -- SCALE NOT TO SCALE \ZJ SCALE NOT TO SCALE S-11 � y `- guFFOL� ELIZABETH A.NEVILLE,MMC 0� C0 Town Hall,53095 Main Road TOWN CLERK P.O.Box 1179 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS Fax(631)765-6145 MARRIAGE OFFICER ,!i ®�. Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER ®,( �`� www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Zoning Board of Appeals FROM: Elizabeth A.Neville DATED: December 27, 2018 RE: Zoning Appeal No. 7274 Transmitted herewith is Zoning Appeals No. 7274 for MGH Enterprises Inc: ,/ The Application to the Southold Town Zoning Board of Appeals Applicant's Project Description /Questionnaire Agricultural Data Statement _Short Environmental Assessment Form Applicant/Owner Transactional Disclosure Form(s) Agent/Representative Transactional Disclosure Form(s) ✓ LWRP Consistency Assessment Form Notice(s) of Disapproval :�2BCoard of Zoning Appeals Application Authorization ertificate(s) of Occupancy Findings, Deliberations and Determination Meeting(s) Action of the Board of Appeals Photos _ ,/Correspondence- -Copy of Deed(s) Building Permit(s) Property Record Card(s) /Survey/Site Plan Maps- / Drawings Misc. Building Dept. forms (Certificate of Compliance, Housing Code Inspection, ect.) v/ Misc. Paperwork- ;>(p,+ �� Town of Southold P O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 12/27/18 Receipt#: 250381 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7274 $500.00 Total Paid: $50000 Notes: Payment Type Amount Paid By CK#6090 $500.00 Highlander Consultants Inc. Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: MGH, Enterprises Inc. Po Box 333 Orient, NY 11957 Clerk ID: JENNIFER Internal ID 7274 v ZBA TO TOWN CLERK TRANSMITTAL SHEET (Filing of Application and Check for Processing) DATE : December 4, 2018 ZBA# NAME OF APPLICANT CHECK# AMOUNT TC DATE STAMP 7274 MGM Enterprises Inc. 6090 $500.00 RECEZI ED (T-Mobile) BEG 2 7 2018 Southold Town Clerk TOTAL $500.00 Sent via Inter-Office to Town Clerk by: ES Thank vou. t^.r.;t; fih::'y '". •:�:=.r�{s.,:'.4�-".°_ :.Y,+".'s;.$:, S'Ssz ^t', .r c,•'•cap.[[ - -,f�._n�;.,..,,, `�. .._ "' - G:S�=.,. <7•.?•....r�...:{,.�r r•->-:r,_,.,,. ''r:, —''.?. - - '.;7:: zp�^:.. •'�;'M. ..�°fl'a .�if'� «...z s'.. -':. .G .`y..=. .9:": ,{''t::'''v.. '•v,... a.^>.'t '? .K`i:.':"; _ ;;,.i.�.' ri+.' ;=t:' �i3i.. - c,s:Cs....s.' rk u�•'�.. 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'=`o� :`3` -"7'` ',sa 'S5 -- Jf`�:•,,.'..� -',.. - .34'F..'.:J:i'1"' - '"t-'�_.r� yl;r;' :�...�,= ,..t, .'s' - ~T., y'r,.- .,oq;- ;C`•;r?._ 'ia- .'T:w e't t,' ..x' -c c• _ Consultan'tsslnc.'= MEMO116V_ s` ; a - - D SIGNATURE ' BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �`�®� ®���® 53095 Main Road• P.O.Box 1179 �® �® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. O a� 54375 Main Road(at Youngs Avenue) Nicholas Planamentocou Southold,NY 11971 9 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631) 765-9064 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, FEBRUARY 7, 2019 PUBLIC HEARING NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, FEBRUARY 7, 2019. 10:15 A.M. — MGH ENTERPRISES INC/T-MOBILE #7274 - Request for a Variance under Article XIII, Section 280-56; and based on an application for a permit to collocate a wireless communications facility on subject property at: 1) less than the code required minimum side yard setback of 25 feet; located, at: 40200 NYS Route 25, (Adj. to Gardeners Bay) Orient, NY. SCTM# 1000-15-9-8.1. The Board of Appeals will hear all persons, or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review during regular business hours and prior to the day of the hearing. If you have questions, please contact our office at (631) 765-1809, or by email: kimf@southoldtownny.gov Dated: January 17, 2019 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 i ZONING BOARD OF APPEALS MAILING ADDRESS and PLACE OF HEARINGS: 53095 Main Road, Town;Hall Building, P.O. Box 1179 Southold, NY 11971-0959 (631) 765-1809 Fax 765-9064 LOCATION OF ZBA OFFICE: Town Hall Annex at North Fork Bank Building, 1st Floor 54375 Main Road and Youngs Avenue, Southold website: http://southtown.northfork.net January 7, 2019 Re : Town Code Chapter 55 -Public Notices for Thursday, ; February 7, 2019 Hearing Dear Sir or Madam: Please find enclosed a copy of the Legal Notice describing your recent application. The Notice will be published in the next issue of The Suffolk Times. 1) Before January 22nd: Please send the enclosed Legal Notice, with both a Cover Letter including your telephone number and a copy of your Survey or Site Plan (filed with this application) which shows the new construction area or other request, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, to all owners of property (tax map with property numbers enclosed), vacant or improved, which abuts and any property which is across from any public or private street. Use the current owner name and addresses shown on the assessment rolls maintained by the Southold Town Assessors' Office, or Real Property Office at the County Center, Riverhead. If you know of another address for a neighbor, you may want to send the notice to that address as well. If any letter is returned to you undeliverable you are requested to make other attempts to obtain a mailing address or to deliver the letter to the current owner, to the best of your ability, and to confirm how arrangements were made in either a written statement, or during the hearing providing the returned letter to us as soon as possible: AND not later than January 29th: Please either mail or deliver to our office your Affidavit of Mailing (form enclosed) with parcel numbers, names and addresses noted, along with the green/white receipts postmarked by the Post Office. When the green signature cards are returned to you later by the Post Office, please,,mail or deliver them to us before the scheduled hearing. If any envelope is returned "undeliverable", please advise this office as soon as possible. If any signature card is not returned, please advise the Board during the hearing and provide the card (when available). These will be kept in the permanent record as proof of all Notices. 2) Not Later January 30th: Please make arrangements to place the enclosed Poster on a signboard such as cardboard, plywood or other material, posting it at the subject property seven (7) days (or more) prior to hearing. (It is the applicant/agents responsibility to maintain sign until Public Hearing) Securely place the sign on your property facing the street, not more than 10 feet from the front property line bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both front yards. Please deliver or mail your Affidavit of Posting for receipt by our office before February 5, 2019. If you are not able to meet the deadlines stated in this letter, please contact us promptly. Thank you for your cooperation. (PLEASE DISPLAY YOUR HOUSE NUMBER ALWAYS). Very truly yours, Zoning Appeals Board and Staff Ends. �+I �TIi. E uF HEARIi4i, 1 The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold: NAME : MGH ENTERPRISES INC ./ T= MOBILE # 7274 SCTM # : 1 000- 1 5-9-8 . 1 VARIANCE: YARD SETBACK REQUEST: COLLOCATE A WIRELESS COMMUNICATIONS FACILITY DATE : THURS. , FEB . 79 2019 10: 15 AM If you are interested in this project, you may review the file(s) prior to the hearing during normal business days between 8 AM and 3 PM. ZONING BOARD OF APPEALS-TOWN OF SOUTHOLD (631 ) 765-1809 TOWN OF SOUTHOL D ZONING BOARD OF APPEALS A- —7 Z� SOUTHOLD,NEW YORK - - AFFIDAVIT CW6611-e) OF In the Matter of the Application of MAILINGS JM ol�►�e ���1►e as� LLC.' (Name of Applicants) SCTM Parcel# 100'0- COUNTY OF SUFFOLK : STATE OF NEW YORK residing at New York,being duly sworn,deposes and says that: r On the 9A dayof -7 ,201`x,I personally mailed at the United States Post Office in_FFasj- I---y ip . _,•New York,by CERTIFIED MAIL, RETURN-RECEIPT-REQUESTED, a true copy ofthe attached_Legal Notice-in s .Prepaid envelopes addressed to current property owners shown on the current assessment roll verified from the official records on file with the( }Assessors,or( ) County Real Property Office for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. 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Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation'" ❑Insured Mad ❑Signature Confirmation 7 -2400 0000 8 5 0 0 9676 ❑Insured Mail Restricted Delivery Restricted Delivery (over$500) PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt i I N� ill-50 � FpM LETTER E PAID EAST ISLIP'NY 11730 JAN 0919 UNITED STdJES AMO U fST —TALSERVICEZ 7017 2400 0000_ 8E01 7411 1000 - 6.91 R2304E104849-09 hfovv SEM LEFrNo s� ��p © [t i a, B�9 Utyo�MED NOT KNO DFjESS , d i L 1a 1_ # l `��� l� t 1 GNED iUSENDER ❑NO SUCH STRe�EFUSEON Date L1TED t O INSU,, c 1V UMBER O DRE DEL ERgB�ERESS amino_ �Q� tyl &'%CA1 e �t ED UN AS `Boum.,_ ABLE�OFOI NIXI E 160 CC 1 01-1.01/14/ 19 .,.E V— r0—, SENDER REFUSED [ 'UNABLE T � OtRWARD I F =r revl3�i�o 01�c1�� REF 8C: 11.ii73i0183655 '11.730>1836 {fit{tli{ �3 $at{r{tl{={"t{� {ia� ag4�a{II1 ,{ti{ siz{�i{{9i'{t{it _ 01 1=1 01 h m m o= Qom., CL h e ZZI�i fr _ e u rZ-1 � T s o 2 Z o CL 3a m LL ■ © LElu/ r3 `�¢ ¢ a o, o, B 1_ 1�C�N_c.. .. `-tE E tC m ink m � vv rn Gm. m . O -2 m¢" ¢ v a a 9 m ❑III❑❑❑ TTfiz Tose 0000 00+12 ?-TU. I' Adjacent Owner Parcel Mailing Address Mailers Sent: Date Return Receipt Received I,i ( 9, L Irene and Adamantios Thomatos 1000-15.-8-14.2 14745 Beech Avenue, Flushing, NY 11355 1/9/20," 19 Received Irene and Adamantios Thomatos 1000-15.-8-14.2 40495 Main Road, Orient, NY 11957 1/9/20flLBY#1 291 LJ °,I Robert Crawford &Tara Donovan 1000-15.-9-7 107 South 4th Street Brooklyn, NY 11249 1/9/2019 Received Certified Mail Fee Y Q $3.45 07,;0 Robert Crawford &Tara Donovan 1000-15.-9-7 40755 Main Road, Orient, NY 11957 1/9/2019 co $ 09 United States Government: Plum c0 Extra Services&Fees(check Returnxadd/ee $ 1 ata) ❑Return Receipt(hardcopy) -'-- Island Animal Disease Center QQ ❑Return Receipt(electronic) $ $0-00 Postmark ❑Certified Mail Restricted Delivery $ 5 .Aq Here US Department of Homeland Security o + - E]Adult Signature Required $ ❑Adult Signature Restricted Delivery$ 1000-15.-9-9 P.O. Box 848, Greenport, N.Y. 11944 1/17/2019 Q Postage $0.71 United States Government 40550 New York 25, Orient, NY 11957 'll Total Postage and Fees 01/09/2019 19/2019 ria $6.91 1000-15.-9-9 1/9/2019 Received $ r Sent To i --------- "� --� --- -- i!tiDn_5---------------- United States Government 1000-15.-9-9 Washington,Washington DC 20010 1/9/2019 C3Street andApLNo.,orPOBox lvo City St t IP+4a 1400 Independence Avenue,S.W. > �, bqn /V //2/0 United States Government 1000-15.-9-9 Washington DC 20250 1/9/2019 LI State Park Commission: Orient Beach State Park 1000-39.-1-2.2 P.O. Box 117, Orient, NY 11957 1/17/201951 ly co D ! 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Received by(Printed Name) C.Date of Delivery : ; tl € L=�! iL_ Q p , I Q tEl :n ail Fee 5 � Certified Mall Fee $3.45 j(73j( I or on the front if space permits. Ln $3.4 1 0730 `'D $ ` 09 1. Article Addressed to: D. Is delivery Sddrewdi rent from item 1? ❑Yes t "13 ( 7pp atel 09 Extra Services&Fees(checkbox,add fee )Si piste) I If YES er�el, Py a®• ess below: ❑NO Extraices&Fees checkbox,add tee Q ❑Return Receipt(hardcopy) $ 1 I �^ �. Returneceipt(hanicopyj $ fi L,.!t 'Q ❑Return Receipt(electronic) $ $.tL...01) Postmark ®'y i ' 0 Return Receipt(electronic) $ �I I.1�I I l] Postmark a a v►1^t✓f 1 v S yyJ:!f+nS m °� I /� O Ma l Restricted Delivery $—$0 0 t Here I� Certified Mail Restricted Delivery $ h r,f� Here m M` Q ❑Adult Signature Required $.—p, �3a:u— I I{ 0 nature Required $ $(_1.00 Pr• 5.rr r Ave � I �� gnature Restricted Delivery$ O ❑Adult Signature Restricted Delivery$ 1 `J ��. J' � I} VVV"` Q Postage Postage y 0+ fl $0.71 (r $ $i_I.71 (11/09/2019 I S ti, , t�1P })35"� tae 1' ;ru Total Postage and$Fegs�91 01/09/2019 rU Total Postage and Fees 6 $ $6.91 1 3. Service Type a CPriQrity Mail Expresso $ rr-1 Sent To E I �Iilll II I I II I I I I I I I I III I II I I I I I I I I III I I II I ❑Adult Signature t' E3 Registered Mail R ' tti Sent To + Q ______ �� � g yy� l ----f/70 Mei S I ❑Adult Signature Restricted Delivery D Registered Mai{Restricted I C3 - — --1�G S -------------------- -------- Certified MailO Delivery O Sfree[an Apt No.,'or PO i3 x�o oVR"'M L StreetandApt No.,orPoeoxNo. 1 9590 9402 2761 6351 6301 14 Return for /y 7-'/S— S --- ----------------------------- ------- ------------_--------------------------- I ❑Collect Delivery C� ,State,zl 4m ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation VCZI e N 1:355 2. Articles Number rrransfer from service 1abeD ❑Signature Confirmation 2 4 0 0 0 0 0 0 8 5 0 0 9 6 4 5 ❑Insured Mail Restricted Delivery •,. ❑Insured Mali Restricted Delivery i (over$500) PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt - __ .-.-- —_- - y • to— --` • • s ( p D (��, ,r�,��I • ® • • • . . I ■ Complete items 1,2,and 3.• W ! �, a © D �,�° Q ��u u "'` A. Signature ' ■ Print your name and address do the reverse g so that we can return the cd"rdt_o you. o _ ■ Complete items 1,2,and 3. X ❑Agent j ■ Attach this card to the back of the mailpiece, y(Printed Name r ■ Print your name and address on the reverse �l / ❑Addressee I B. Receive b ) D-' [ • ° c�CtCt I so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery I or on the front if space permits. , ORIENrc•Y 1 �7 $ ( 0 e Attach this card to the back of the mailpiece, i ! 1• Article Addressed to: "+e° t t 11 I Q `"' i" � ° � U 8D � I or on the front if space permits. �t l D. Is delivery address different, Q Certified Mail Fee 5 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes 5�q S' �Ve�()Y)j y- If YES,enter delivery address fleivw: ❑No Ln $3.45, 117;,11 $ 7 c 09 If YES,enter delivery address below: ❑No Extra services&Fees(check box,add fee &Do iQMtate) C3 El Return Receipt(hardeopy) $ _�I�11+ (:5w)i .4 Aj"no'l/ o r/w19�� I qc)5 6-C) M. i,r, zr-"l Q ❑Return Receipt(electronic) $ 5,f_i-I IL7 Postmark f,t� j Q ❑Certified Mail Restricted Delivery $ $0 IIfl Hero } �v M(Ii !y.(� i ©r an�, � 0 l Q EI Adult Signature Required $ { / r / - ) (v It 9� ++ - �r E] Signature Restricted Delivery O $ IrI I 0II►I1I'�I IIlIIINIII IIY Postage p En $,., I II I I II1I1 I qIIIsI I I7I I I III II IIII 'I� IIIIIIIIIIIIIIIIIIIIIIII III IIII I VIII I III I III 3. Service Type ❑AdultSignature 11 Priority M aii Expressri$ 01/09/2019 El Registered MaiITM rU Total Postage and . Service Type 9590 9402 3809 8032 3647 03 Adult Signature Restricted Delivery ❑Registered Mad Restric ted$ 0 91 ❑Adult Sinature ❑Registered MadTMsCertified Mad@ Delivery ❑Adult Signature Restrcted Delivery ❑Registered Mail Retricted t Delivery ❑Certified Mad Restricted Delivery Sent To Certified Mad@ ry I ❑Collecton Delivery Return Receipt for CJ Return Receipt for -�— ,I -------------- 9590 9402 3809 8032 3649 94 Certified Mail Restricted Delivery RMerchandise urnReceip I 2• Article Number(Transfer from service label) _ ❑Collect on Delivery Restricted Delivery ❑signature Confirmation+ Q ��re__ne_______Pi_______1_______s�_____1______________. Collect on Delivery ❑Signature Confirmationrnt ❑Insured Mad Street�a/r�dA tppNo.,or PQ gox No. 1 ❑Collect on Delivery Restricted Delivery 9 'L� 2 4 0 0 0000 8501 5134 ❑Insured Mail Restricted Delivery ❑SignaorRestricted Deli very tn r�1 9.5- �t/1_�_l f� �Q C! ------------------- i Signature Confirmation City S ---ZIP+4 i, 2. Article-Number(Transfer from service label) ❑Insured Mail Restricted Dehv Pg (over$soo) �)e� ► �� �ig5 017 2400 0000 8500 9713 ❑Insured Mail Restricted DeliveryDelivery Form 3811,July 2015 PSN 7530-02-000-9053 PS Form 3811,July 2015 PSN 7530-02-000-905 3 Domestic Return Receipt Domestic Return Receipt i 1 ComPLETE T1419 SECTION ON DELIVERY w ©. � ;; - c6MPLETE THIS • SENDE r5 ■ Complete items 1,2,and 3. A. Signature gent I " X � ❑Addressee I Q L'RQOI;LYI�I'� �r 111249�i � � � � ■ Print your name and address on the reverse Q U' [; e7 U z' • L � ' 1 so that we can return the card to you. Certified Mail Fee B.;Received b anted Name a of_Delivery- I L $ $3.45 ft73i t ? ■ Attach this card to the back of the mailpiece, Extra Services&Fees(checkbox,add fee c 0 i or on the front if space permits. O ❑Return Receipt(hardcopy) $ FF. -atel 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ®No Q ❑Return Receipt(electronic) 1_Ila Postmark$ $I U Q ❑Certified Mail Restricted Delivery $ ilk.tltl �0 � ��� ������ Q Here ElAdult Signature Required $ d ❑Adult Signature Restricted Delivery$ C3 Postage 511,19 1_1.71 ��7 rU Total Postage and Fees X11/�19/21719 >/4�D t.lei In r �v 7 I I C►� " $ $6.91 r-1 Sent T( 3. Service Type ❑Priority Mail Express@ r C3 ---------i[-�erl fq��t}_ r `/7afA �GYI Q�9 n II I Illlfl IIII III I III I I I IIII III III I II I I I I II I III ❑Adult Signature ❑Registered Mail R I%• Street and Apt.No.,---- Bo No. ❑Adult Signature Restricted Delivery ❑pegl eieyred Mail Restricted I 1 t77 c�2�t,. ___-�_ S�r�z �CertifiedMail@ 9590 9402 2761 6351 6301 07 ❑Certified Mail Restricted Delivery 19 etum Rdils. for City,State,ZIP+4a Merchandise �1 p 1 l Z`, p Collecton Delivery ❑signature 1 1� -7 ❑Collect an Delivery Restricted Delivery 9 ure ConfirmationTMt • , . , , 2. Article Number(Transfer from service labe0 _ __ ❑Signature Confirmation �.- - - 11 Insured Mail Restricted Delivery 717 2400 0000 8500 963$ ❑Insured over$80aj I Restricted Delivery Domestic Return Receipt PS Form 3811,July 2015 PSN 7530-02-000-9053 __ Highlander Consultants, Inc. January 24,2019 Jpiv'9 Town of Southold Building Department 0JVr/V138°gR© /4p 54375 Main Road � � Southold,NY 11971 Attn:Kim E.Fuentes RE: T-Mobile Northeast LLC 40200 Main Road,Orient,NY 11957 Assessor's Info:1000-015-00-09-00-008-001 Dear Kim E.Fuentes, We are the Site Acquisition Firm for T-Mobile Northeast LLC("T-Mobile").T-Mobile is seeking permission to co-locate a wireless telecommunications facility ("Facility") on an existing telecommunications tower ("Existing Tower") located at the above referenced property("Property"). Accordingly, we respectfully submit the foregoing items in preparation of the February 7th, 2019 Public Hearing.As noted in the provided documentation, all adjacent owners haven been notified of the public hearing. In furtherance of the foregoing submission please find copies of the following documents: 1. Affidavit of Mailing—signed and notarized; 2. Adjacent owners:As provided by the ZBA; 3. Mailing Package:Submitted to all adjacent owners; 4. Email:stating mailers are sufficient and up to ZBA standards; 5. Certified Mail Receipts and Return Receipts for the adjacent properties; 6. Master Tracker:Documenting all mailers. Respectfully Submitted, Bryan E.Felton Highlander Consultants,Inc. Office Phone:631-581-8105 Facsimile:631-581-8205 (by email—bfelton@highlanderinc.com) 155 Carleton Avenue, East Islip, NY 11730 Phone (631) 581-8105 * Facsimile(631)581-8205 LAIN OFFICES OF SNYDER & SNYDER, LLP 94 WHITE PLAINS ROAD NEW YORK OFFICE TARRYTOWN, NEW YORK 10591 NEW JERSEY OFFICE 44SYORK,NRKAVENUE,NEW YOYORK 10022 9TH FLOOR NEW (914)333-0700 ONE GATEWAY CENTER,SUITE 2600 NEW YO FAX( NEWARK,NEW JERSEY 07102 749-1448 FAX(914) 333-Q743 FAX(212)932-2693 (973)824-9772FAX(973)824-9774 WRITER'S E-MAIL ADDRESS LESLIE J.SNYDER ROBERT D.GAUDIOSO e-mail to RGaudioso@Snyderlaw.net REPLY TO: DAVID L.SNYDER T3rryl;own Office, (19S6-2012) January 4,2019 To Whom it May Concern: Re: T-Mobile Collocation Application 40200 Main Road, Orient,NY Zoning Jurisdiction—Town of Southold Dear Neighboring Property Owner: Please find enclosed herewith a public notice concerning T-Mobile Northeast LLC and its application before the Zoning Board of Appeals to collocate its antennas and equipment at the existing wireless telecommunications facility located at the above referenced address. Please also find attached to the public notice a copy of the site plan for the proposed collocation. The Public Hearing will be held on February 7,2019 as indicated on the attached public notice. Very y ybur ; e �J Robert D. a d' so Enclosures RDG/djk BOARD MEMBERS Southold Town Hall ' Leslie Kanes Weisman,ChairpersonjJ095 Main Road-P.O.Box 1179 ' _ '��,, , ,� � Patricia Acam ra Southold,NY 11971-0959 Po 1 Wiice-Location: Eric Dantes ' ' Town Annex/First Floor, Robert Lehnert,Jr. '; , `' 54375 Main Road(at Youngs Avenue) Nicholas Planamentoc®U �a Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)755-1809-Fax(531)765-9054 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, FEBRUARY 7, 2019 PUBLIC HEARING NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at,the Town Hall, 53095 Main Road, Southold; New York 11971-0959, on THURSDAY, FEBRUARY'7`.1019. 10.1'5 A.M. — MGH ENTERPRISES INC/T-MOBILE-#7274 = Request for a Valiance. etrider Article Xllt, Section 280-5.6x. and based ori an application fora permit, to collocate a wireless communications facility on subject; property at `1,) fess than the- code, required minimum side yard setback of 25 feet; located,. at: _40200 NYS Route 2.5, (Adj. to Gardeners Bay) Orient, NY. SCTM#1000-15-9-8.1. The Board of Appeals will hear all persons, or their re0res6dthtives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review during regular business hours and prior to the day of the hearing. If you have questions, please contact our office at (631) 765-1809, or by email: kimf@southoldtownny.gov Dated: January 17, 2019 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 TmMOBILE NORTHEAST LLC �r�� b��« L 113882 D c- 2 ORIENT AT&T TOWER all; Z - IS 40200 MAIN ROAD � ~ ORIENT, NY 11957 (70713 GROUND 6102 MVAC CONFIGURATION) VICINITY }}MAP GENERAL NOTES PROJECT SUMMARY ••'�'D T"' ^e y�w,�' "'`"v a`:a�" { I.71E CDIDRN.ROfl SHALL.GIVE NL NIKES AM 001QLY YAIH Q THE MMCTM SAIL PRIAM A ML gT OF APPIK'W.' I PROJECTNO, 814077 I''K" * 'E:t`jb'"-• c 1DSi � '�* a,yJ} ALL LAWS.OROft81tCFS RULES.REgRATIOtS N�INYFIA CO ORA)CDON DOWHDRS AT THE SDE UPOM WAIL THE ,¢!IE t¢WFa� QPIE7IP ATOT.low JS00 SUHWSE HOHMNY ORA Bw OROF%OF ANY PLALLC AVIUMN,MUNWAL AND U11IN WEST REIL5M AHD AODODUtl 01 CIIAFCAYM 4=1=NW ROAD 6RFAT MVE1G NY I IAS C Y COYPAW SPECFICATO 15.ALD IDI'AL AIM SATE AVAOARE FOR THE USE m ALL PESSolRFL K OM EDN QpEll,AN 1 HI51 f-IDBflE Of?Fltb'MQI! CIIDSIOP=IER NY I q ' a t`C. .a^a�t; .5; CIWPmLL CODES EEtpWD a THE PL7IFORYNI�OF 7HE THE FFM=. 't'• '�'E• .,,,r fi"-.�aK WORK.THE EOMs PENRDRYED oN TIE PROIECf ALN THE FRWERIr 00"Elb YD1L EHIESPip5E5 NC. pALY:Ex: .T•TFY `•M' f • } INFN1115 F61Nim S1WL ff N SDDCf/CWROWCE INi111 F.7HE CONIRACM SHALL SUPERVISE AND NM.ICT THE PRMW DESCRLBW MON.THE Cl1Nawm SHALL BE SOLELY 0020D YAW ROAD f spm - ALL APRCJ$E OM REOIAATCNS PID IpDPLAHICES ORETif.NY 11 PROJpCf UANA4F0 11NFANDFR WNSI LTAHIS. 2.TK ARoNIEIX =NYE INADE EVERY OTORF TO SET RESPDNSMIE FOR ALL CON5IRIICICN YFAN3 YOHOOS, 155 CAA1EfON AVTNUE LSM-s' S, w _ ,n. ,• �y;- '' / >ES.ga1FNCEs aD PROG1muREs aD roR R HMSE EAsrHr 1u ` 'h e +s* a .,,, aq • FORDI V iff COfOF WRION AAD ONT&C W OOflEFlI S 71E COOMMMD ALL= F DIE EOMN LOW COmW. -op, '� S ODIWIE7E SCOPE OF EOML 11E COMTRACTp1 BloDNO LTE JOY IOiEA O1WElO NU`WSRIAS WNWCF BRYAN fflTDH r. Is I0.WE WNfRAC10R SHALL ff RE�pWtI FOR WUWIFLO IJA °'.•� T 'x' , MLVE W BE OR SP�OIZNZ SI�WL IM PERYOS AHO F6PFCi10l6,DiCL1 ARE•P.Eg1REO FOR RE (y . (duU SBI-DIS ` D • .• r�. a .s'nJ'` {�p; r_' �'+ MUSE SAID OOOORACfoR FROM oDYRFTWO TME PROM ND f DY THE ARCWIECF//E Tm"HE STATE.OOUNYY.0R IATfIOUQ: M e-.R'tt7i7$'•f 71 Tr t4.' / A M7ECF/ RIFDiKi'(E4Gd1iEMH0 - p (O UPRDM MRS N ACCORDANCE WH THE MW OF THESE LOC/L 6OAEMHLIOIT NInIOMn. owmagnwIQU EATERL71Ef StNOR diOAO Q 1109 x`•w',, 'L.' C fift OOCUMOJIS I1.1HE ODtlIRA m SHALL MALE NWISSAM'PRYVIDWB TO UK AL&UY,NY 12205 pROFESSIQNP� �.`• f S HE owRom OR RWDFR SHALL KM THE PR0IECT DORM KPIRIM IONS,FASEMBI .PAYWq OOAIACD YAGfiE SIEYE16' Lx" 1M1 - •~S,i A 'LG.t OF LN1tFYNO WMIFK CIRBYIO.ETC.OURII«i CU6001CRON.Ipg1 COMPIEDpI Or - mCONFIILT�FDiOP$ORE Tam Pltlpi E a EDML 7HE CONIR1CfC11 9AN1 MPAIR AHr O4NGE TIW IMr (Ala)@OD-DTPA PRDF SEAL SuaIMM OF THE ONIIRA"S PROPOSAL LTI PERFU LAKE HAZE ooaNRW olE ro CONSIMCIDN oN IXt IBOUf 7tE - SHEET INDEX HROIERnAwWPmrAI1ED OF YaMN.N THE am OF Dmw M nE camR m PROF�"� PROJECT DESCRIPTION - „u°aA`enm"Ea:FAr°+ SINN Ma LITE MORE COSILY OR ENPOdsff FORK U.YE55 12.11E COHRWL767 91AL1 HEED 71E GFIE>AL EOM{AREA _ SHEET DEET NN REV790N WQflK1iHI0011EAN1'DYPlHG1TMW N,a e 'y,•, ; _ v"� ONFCIEO lY INAIMIO OBElOY6E CLEW aAND/NTND FREE OI1MN0 WPLSIRUCROII ALD NS9Dff ®EA8ONB 11ROPOE OaxDD fAOYQ(9a BNRWW AADBE RWIIDUIEA'gtFY5 plNfiFN H.TRE SWPE OF EOM{li1Nl FCODE=1FDF9INFi aF NL OF AL W.MOM MOISH APO MANX WNPYTHT KM 13 emn=AmE=a 17 E7gDq R9S Aml D IDFN T- Wum A9DIAICILmosw811FD. SPWFIED A5 REYANHD ON FROPFRIY PREIRSFS SEAL ff D mm wAom,LI m m PmFo w FIN ''�•_ufti�F T' ,a Y7f W7EAML+.EW7'IE'H.IADOR AD ALL OBER WIEMYS NO IFFY N CAFAY CONNIM AED FREE FROM PAM SP01S F2 DPg7PO.9m, a .'�,d .i�•".7x. d� LABOR UUMW Nf1�11RY ro COMPLETE i1E WOAK/PROIECI DIRT.OR WAUS OF ANY MURE. DOVs7xo FUJm1PJD Oa2ReD HRaDI ® - _ _ __ ROMFpARLNORNiE LL AS OESdA@W IIFREML 13 Comm vow DtNE•taPFmOW �:SV ILTHE COMIRA00R SILYL ONIPLY WHIN ALL 09N _ 0.THE WNLHl2Ui SAL►®Y THE JOE Plc mm ID THIN pEp RRE1YMPy AS IA71 AS DE N1ESi FOIIIN=B Oi ANr D FHeSiw R/DPNS D E�31PFONT QINIEi®PRg039 eeC oFLLtxER01E0 SLEMSSNN OF DDS OR PEMOR"WI M(TO FAYFNRUE PEWA 570.1E SAFELY AEGIOATLA D OaaFA SPIN 1HDIN- D plppygp�d D RtlFLOOARD w""IN 111E GELD WIDIm/YO TO VERIFY UK THIN - - �" SIZE NUMBER: PROM a0.ff CONSTRXIW N AOOOROACE ERIN THE 1E THE COMMWI(R SHALL IlM THE T-110M R�E1DNE - L��36ezo DO NOT SCALE DRAWINGS WNRRAcr moREYIs INHERE A I:OY W=URS ON AAY OF TME LYJMIRACI T-�1WRnEASr UC" � MooF10uDY AN uAAHFFD -s OOCUYF111S LAIN CONTRACTOR 6 NOT ID ORDER WTWAL W LOElESS lEIOADOOD FAWN.AD�YOON 0'PROPOS PA&ANIORYS, 5ff Raj CONIRACfOR SIAL tlFAFT-PUP15 AHD OOSTLYO DFE=ID07S 0.!D OL BE SHAT OF01N AUIIDRBAIDE W PROCEED WIISIRUCf AAl'PORligl OF THIN WORK LLAT ISN 0W1NLf" =A:.IT IIRO31AIN110Po LiROO{SiiB.OOWHFNf /N - ORBNATATTOWER COIDITgINS Old THE JOB sINE AHD SHALL YNEDN7ELY NOTFY TLE DTH WMSTRUCIDM I=W SARIINO IF=ON ANY IEA Ral Wt91E.T 6 tESOt1ED BY TIE T-YOBdIE RAINS 05 AND F.m CW0 MNN FpOPtIDD = IEAff NEA NNIENT,HV HAST AROtliECT N ITHE OF AMIE REPNSa BORVE PRDCFFDNO NDT WWW DEFINED BY THE CNISmIC160M - INON THE EOPo(OR ff REEP01L9HE FOR SAYE THE CONTRACWACT LL Sau IS I&T E COmRIC10R SMALL VOW ALL WIOSM EIL1NIDtS, - - 7 THE COIRRAC{OR 511W.FLSTNL ALL WlIF4Elif AD YAlQ6A5 PROMIY LOSS.LTC.ON THE J00. SFIEET 7111E 'gym ro DE YIAAIF'1Cfl S/rEADOR'S SPE4MA1➢OtS ILlff CONIRAL70R SHALL BERM ALL OISFUN®AREAS ID - ! of WlERE LDGL OOOES OR - - V"QMNVWWQRMWJM TAKE FRECEDENCETHEN OMCFIAI.DONNTDN AT THE WMPLEIIOY OF WDMc TITLE SHEET GUL44W FW9FNM - 7 ALL 7149EE woms DAT$mm 7o MGM C-3 GROWDING Dd OR CODE FOR lH7ILLn Lf1t:Alms - _ SFEET NUYBEII SUMIX-RED SEWER -GRIM -_ SlI YELL�Q/0E I SI ORM PROBED EILFAINIM-en[ - T-1 FNYFA - RECLAMW WAIER -PURPLE L�Eg13":=; unTEe" ,. "WdALIt etA4m4w soma p ll[Iwar IAAfm Ie1W.GT �:° as FYAFI./m IY NWaY,taoWmN�'tlTmtwlml r HmeV '� �../ Wns aRDNI LYN1 NG.WI,W 1'YONGLD BI owwas.PROXYRII °""' M 1�>o ep 4AItLnLls AMo grsl�laa W , ' ~J I. wASGDAnM1 MossuMM°4540 PN IPN'4Ee NgIR1WL W' `-� L COMMKIIM W MS'W n oLmmOla AS moon m 1tQWr WaPLJ 9�® 4. IME IAM=RWOS�enmllt®n OW an emIBE Oa5 O ElGS1IN0 maRXmlc �a � j J� CARWEP B Q 1r o f A on A OEM or`wm1°ePlr m svcc��IL°m � c� j l� �J�� ✓��.1 a m wwc B emasa IN smwcmM raN to InLlcPnmt tmr.Rw Ula.Gal a No"—' Z L iNc PAOPBBI Pae IAM NLD[ DISBYG WOODEN aulelN steGri oa tea eo1..11T[OafiPflaLL MMWA DOCK(iYP) L "191 W'aim�i �(WL 0.pN" suBM nslBiL L+IBO Am Durr IMRII.Iw as M.N. ogr TING%METRE WCNDIa Q NLAIIS Ntl RW MW VMIUX AMI,001%WQ.0M pwow I nA$F N I�WWO 5 NWDWO I.BL e65 eaMN L- ALOITWIER Oe UAMD IAMIM PIU.YDS imago MANN EXISTING WOODEN - UARKAOM(FYP) —w."aa qlj LEGEND - "_-"' / SIE PROPERTY)ME 13 L7IISIWG RESTAURANT / _ __._-'`•• S4Ei PIT%w �, MARINE FUELING STATION / MOM YIUGCRd �� GUN LINK REAMf� RETAUUNO wAu(lYP) '` _ -o—w- gPAWE,wPG(R LENGE' / >t HOME 17-n i7-01 RAISED Sim _ � TRO/SIMM, � EpA°dEW PIATiaW&M AWPOfED ( PROM=ND: 544= Wr '7"Mr-OVAW AREA W MOM lam'WA4°Y Tr UWE- DRAWN BY' MM '' �E10S11N6 BAY (f AAWRCIWL A'.lK MR P.14FS SI-SIIJ C-2 w�4n UPS APPROMMATE LOCATION OF J."J p��s �'1 ' EXISTING PROPERTY LINE - `rN / tc _ ` Sq Ewstei/ k; 5k '< \�S-STA y©�}?\ (P) PMRWMW (D (q 1' ' 4 p MON TOYER ! PARCEL KFY ROM1.TMtOPER1Y OWNER: MGH 0.pR071013 "• N k �+ k WALL pYP.) ENTERPRISES SS._ AICA S40x00 u4N A � _ �_ ROAD aARLTf.ANY, s��•5 - :� - EGUWYFNI CDOYPDIRlD v/�./�--_ tAx ID,TOODDt500090000000T THRTX/G1. 1EC7EAl10N, RGPw ' /EDImAPnNIDCGPmIIlllEO EANYpI%1CgimN T�� ONl1eE mTNOYf EIFREBBYtRIf1EN APPR0IGWTE LOCATION STATE PATI(wA �---_— W7SENIIB 87NICIlYNW�9JI1E0. OF EMSUNG TREE NNE NDTEFORAYMOSAl1E _ fdIN1WCJM 6GYEAMW I SITE STORAGE BULDING U1388 D SITE NAME- Sim ASPHALT�� Om20OMAEXISTING TRANSFORUER. TTOWFA 1 PARKING L01 1 / OMM.NyNY lts" YEIEN AND DISCONNECT -SIGE'f 7111E 81T8 PLANGRAPHIC SCAIE: 20' 10' 0 10' 20' am NUMBER' B�ARARm 6 SM DE ON AEN G I I -.* SITE PLAN OAST /a%17I AND A 9W�we NY*r, Tm 11��,,, AS Now _ By INNIDGY at w e o AND Dal[s Not N0fl1N SCALE(1107): 1'= 20'-0" Z'1 RMESM'MSCALE (2204): 1'- 10'-0' m T•-Mobile- TIE FLATA'ORY 1 REEEit m L A 00tMd rouavvarl:aRnY O1FlOil ARCA twytn ,FLATiORII M'SIOI IEPORT•OOINFiFD Itrp rYttim6m tt Mnar.IoDuatr Mnaaacs s•ql- BY RMSWY DATED 1 d ANw I IOaI swHlt�EAv�O m 9F XreOYN(A AA jy�IYCI w prl usumus AMD AATIRCIIOI•S<t� _ a-rac'rgnwpK4lsutMllMwwtw, ' -'��-�"� a IDn Iwr att0051.6 As ttt'aaAXi 6vat GASPOTLINE RQm m NATURALOAQD 1K FatR. NXl60Nmrt 000 Mm ontc[9m or OAS IRIS FROM 11AW ROAD L `K NDrDAG agOPl9Q N IrAII•MLO NO IINaMO 000 SO� LE]OSIINO _ - x01 ALWOEA YW6 M.arR wrnT OR aTN¢61OafA, iA PARKNO LOi' 6, 1D IAIO�PM01aK N.PiW5t0IWOI B 9q•lM WOMOY @10N 11Df ® ! / ""�' >XYOONEm 011 iNRI Ma ' _1 rt atrinXroslD IxNwrtouoaR tm wvcE .aul66AA aancca eXY AOII INSIE XuarAon. a +IMOq TIWX a tNNI -W M NIW at�l,aaanua su e GRASSY AREA /? Tw,..•�• FiRM1E AUDAOM AER ��'\ ILR 40pir WSf WDNM w (iDY DDP£Iio011I0a1 SEE SNEE/S sT-sT/) �, tae a tw•Inas 1A XOI Kma MX•t l ttOSwm a s I"=0 a AawKo rel ExISOA1D AELMIED - (,`-5 AS RfD165ED(RR C($) - AB,Yd SRE LEGEND 3 Affi1'DfD FDOMd!P-D'•' - IRWE Ma9UYAD1(SEF 4EElS Sl-SNJ *., -- SHE PROPERTY LINE C-5 Adm FJQSAAD Avwow FAIm f W-/A Ce RAISED SMSKEET,OR f4l�D _ f"WEAT!TAW= . ® MINTY ff \ ou .wFE1Sf/ /�• t+Apr (IDR A"waM wg RFE ShEF7S shSly > -•o-.-r OPAQUE w_apEM FDig EzsnxG RETAwN6 \ Tllf#S(SIDNt B5 i WALL(TTP.) _ PAOIECTNO, 604000 /t/ 1• a DUSTING GRAVEL (TTP.) 4. UUM� DRAWN BY RAISED! •"'� \ Q rfF��rSAD LOT STEEL s.sEa "Q DUST O 13E ! OF ND r ��TO EDGE, �F TT-OME CYWD EXTENSION OR REYOD(TTP.a(6) di 'nI.iraYm0ADMDAwIRorW mOF AMRA�AIEUD \T (( vad6osgo (� FUIWIC (y BEfiwa Dlwr - 1 C-5 LOW a1aREIM HY - EEWINSiHT�OUND� 1 q, ,109 � DXOING CARRIER RAISED '1+R - T,(� I'Y.W(RD FA10®F W 7 01114 d ,k� - SIrF1 EOIYWDIT PLATFORM ,1 SjS�T 1 �L CA&CE 10 ROIL ARapSED J i _FRWM TN800q.OffM011•CAYATIOIA '; PRONJDYAl0 fA11TtlOR1 YIORIt OF TA109EE ANY OUPIIGTON \ _ «`9n"'»' 0Ra9E6A1N0BT F7fN1E86 YRUIIFf1 i',aut _ CONBD/EIBBIRgRYRtgOBR®. ACCESS i � �..•-• *}Y. ,,.r" i CAN(T») A - RGre.PDRAwmosAm STEALTH �TN6N0TEDe NONOPOLE TOMER' O��LOCATION d V"tiC. SIR TT # \\ U13882D i Bwa(TYP CARRIER� LEpSTMp OMENTATBTSITE�TOM A DUSTING RO LmYlIONLW ff 'EDSIWC PROPERTY lWE - IIAG ROCK REApI� f ORIEN WNROW f ORIENT,NY 11857 1 WALL(nV) 1` SHEET TALE SITE PLAN `\ '! GRA_?NIG Ss'.,A1�_ �. HEM. X40 ITT*41, ( ��PLAN 20' 10' 0 10' 20' SHED Hu1mER DASEWYMm a EASED DR Amllr-1 irl USED nT PHUTOGRAM PROVIDED,TE WM NORTHSCALE(11x17): 1' = 20'-0• ' C-1 Raws Ri1DDY N oa s AHD DOES YDr SCALE(22x34): 1•- 16-0' r� .WFOBYATgM PERE=. FOR MOIff DdroRWlnIXI PEArADfd010 TILE 1°IE PTOYER STRUCIUIE,REFER TO PASSING PlA1FSTRUCTURAL ANALYSIS RUGBY•I100 BYNRWIIODWLM BY EIrYYOT:DATED OB/OT/IB. Po.T-MOBWE"TAIL TO BE FLIISN MM i� E10TENC CARRIER PANEL KS, IND AND ACK ABED O PROPERLY SET �` ANTENNAS(lYP) RACKS,EI0STW0`.LT WGI BASED ON PRONGED l 001AUTED BY WfG DATED W21/17. Jill r-ua7EcaWYcxrmercWsrAUEq Z �'�r PRavm I ; ACCESS CAS G-S �s 7�CaLY C4&a z t maPa�D r-wa®uE sur macE N_2 10 Of NLSrAa D AS AMARED 02wm GRADE 10 NTE Mw AND WWANWI fA'LEY EASIWO r-MO&IE RAIFW DOWLEDOV W DOVSrRNACRYW _ --SUBMITTALS art aaar•m+ Xnuu svPRwr PIER(SEE SHEETS 51-SII) EMSTNG RETAINING WALL cTYP> I FRav ED r-MWW ACCESS IIJ STA1RY(MM TO 2"IS shST/rat MO@'G+I umnoY) PROPOSED 1-MME#W4V co r-11GRE£RAWCAN LOT sr EQUDWrFv lRiO�Ix�A�r BAR I EM'(A)r AN(!0 COWL r EIRI GQEY 10=01D0=OVASE AREA r/OIEMW XE SKY UwAMO lOGN ARRPLEPAI �.,�' - _ o"r(SEE sails sr-SII) PNGPOBD r-YOBDE((pp)r�Trs TO _ 'PROPOSED r-UQom(le)7/0'Ew CA&M _ i MD[Yl1ED QY R1Ob0.SED 3 I Ib i RprIED rROV AWO°OffD EpOPMRVI r-MOtOM1 /' N(J-)ERRANYAsF-MRrsSET — _ CARWr TO R7� ANIM"SS- dA A0 -2)'=r c+aMr () PER SECrgK(J)SECTORS \ f07Ay � E PROJECT NO 544-OU I DRAWN BY BNN g AS 179SWO RQOCAn�A OSI AVIV S CHECKED BY. UPS SHRUOBERr ,C�\ - S I _EKISTING STEALTH C-8 (TIP.O"(0)rorAU 3 I MONOPOLE TOYER �,® OF II RFlTOPOffD T- t '\ J,� W S.'s yF Jy'pPOTENTIAL FR BEIM HAPARA. FROMMMWr� \ ` i NOBE j} 0102 /�� AW09DSED I-YOBYE 7 I ! 2 `, .{ TRr DEIIA OC EOIS ; ffft C_4 EPICNr CABNEr 0. T am ODdER m C-7 Aw pow r-Amw 10)W cax rD eE RaBNzO rRaM CABNM'/r0 PRaPoo AN7EANfAr �, �1 ,,•,,s^ :4 �'. I WACY SUIS 70 BE NSTNIEOIN ' 273 PROPOSD RTNWI MNK i0 MAIMTIBBOOGUIENTWTMOREAT N. PROPOYD r- E 11'-0'TALL AEMCE' -r _ r' I ON.PROMWAroOWYRIG TIM C-6 EEmom(TO IMA rp/EMSIYIDfFMaE) / I TING FENCED WORKGPTMDBRLANYOUP"TION _1 C GRUSEWRNOUT EXpmS WRIITFN PMCNT COMPOUND EQUCDNSENIBBIPICTLYPRONSTED PWDPosED►-Mi�TE ASIC SRIDat I FAL AEIYQ Ex11, (r0 wTE FrNAw NOSAnF I 0-6 WsrAW BaOW EIRSIM C)ARRERSI - ( ^", I MATIN EMs7LVC) GRAPRCA SCALEANDT (10 Fouov FMS/WG ROUl6 i7'"� "'' I aP 1ITENNUM E T y 'f '# I SITE NUMBER; SITE IUME.. GRAVEL(M) ORWATETTOWER L10511149 FENCED DISTING CARRIER RAIOTES D , �i RWEN ROAD EQUPMENT COMPOUND STEEL EQUIPMENT PLATFORM DRIENT,NY IISR EOSTNG CARRIER ICE BRIDGE �� II N`fl� IIiP i,i (ABOVE PROPOSED T-MODWE) I I I lil I� SHEET TITLE GROUND LEw' COMPOUND PLAN � K t PLATFORM PLAN v &ELEVATION NORTH GRAPHIC SCALE: yyQp�� 31 6° - SHEET NUMBER &1 PD10 I8 DASD)ON AERIAL - PND10GiAPNY.PROVIDED MVA NC° C�2 DATED II3/s1AI AMR A 141E BMR COMPuIED SCALE (11x17): 1' - 6'-0' 2 TOWER ELEVATION BY INFINIGY ON 03 6 AND HOT- SCALE(2204): 1' _'3'-0' Dr TO SCALE Highlander Consultants, Inc. January 31, 2019 Town of Southold Building Department 54375 Main Road Southold, NY 11971 Attn: Kim E. Fuentes RE: T-Mobile Northeast LLC 40200 Main Road, Orient, NY 11957 Assessor's Info: 1000-015-00-09-00-008-001 Dear Kim E. Fuentes, We are the Site Acquisition Firm for T-Mobile Northeast LLC ("T-Mobile"). T-Mobile is seeking permission to co-locate a wireless telecommunications facility ("Facility") on an existing telecommunications tower("Existing Tower") located at the above referenced property("Property"). Accordingly,we respectfully submit the foregoing items in preparation of the February 7th, 2019 Public Hearing. As noted in the provided documentation, all adjacent owners haven been notified of the public hearing. In furtherance of the foregoing submission please find copies of the following documents: 1. Affidavit of Posting; 2. Photograph of Posting. Respectfully Submitted, 47�,� e2;� BrKn E. Felton Highlander Consultants, Inc. Office Phone: 631-581-8105 Facsimile: 631-581-8205 (by email—bfelton@highlanderinc.com) 155 Carleton Avenue, East Islip, NY 11730 Phone(631) 581-8105 * Facsimile (631)581-8205 k TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD,NEW YORK - "' AFFIDAVITi : ' . In the Matter of the Application of POSTING ". (Name.of Applicants) Regarding Posting of Sign upon Applicant's Land Identified as SCTM Parcel#1000- 1 s- 8'0 COUNTY OF SUFFOLK)"- -'.."'-_ STATE OF NEW YORK) . s residing at i s- a Aez;, z&dde _ .,-New York,being duly sworn,depose and say that: On the _Z 9 - _._day of �k 4 2019 ,I personally placed the Town's Official Poster,with the date of heaAng and nature of my application noted thereon, securely upon my property,located•ten(10)feet or closer from the street or right-of- ' way(driveway entrance),—facing the street or facing-each street or right-of-way entrance,* 3 and that I hereby confirm that the Poster has remained in place for seven(7) days rior to the s date of the subject hearing date,which hearing date was shown to be �� f (SF 1-Ir ignature) Sworn to before me this 3ftay of Ja Vl UA,� , 201 . A r r JENNIFER DQNOHUE Notary Public-State,of New.,Yq"rk `No01D4', 0621109 - VryCommission PU 11C) ;Qu�tified in suffoik-couny, Expires 09/08/20 * near the entrance or driveway entrance of my property, as the area most visible to passerby.. t ) tet. ` .. ..... . .. i-•— — '. Jill .E, i 4 VO } v;OW s 1, r .d.. .,.r Notice a` ofearing ° • m. 110 A .. - „. P"VAN 38,00"10 aft Amftd It 60%WAMW 90 J40 Nod .,s,.. _ ♦,. ... a x _ w ` _ �' a . .:. � � ♦ x t"` _. - .. "r'- :;� a ,"�" rel►, J - ..._ ......,«>z.,`�."'v�. ., ":♦.�.� �^",w,y,;_y^t".s�'�...«..:.� _`,�",.e.w..a`-,* '�'..^^..�,.w..+�� -.r,.. _c 4 #0002303640 STATE OF NEW YORK) )SS: ( �� COUNTY OF SUFFOLK) J� Karen Kine of Mattituck,in said county,being duly sworn,says that she is Principal Clerk of THE SUFFOLK TIMES , a weekly newspaper,published at Mattituck, in the Town of Southold,County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said-Newspaper once each week for 1 weeks(s),successfully commencing on 01/31/2019 r Principal Cierk Sworn to before me this day of CHRISTINA VOLINSKI WARY PUBLIC-STATE OF NEW YORK No,01V06105050 t6blffled In Suffolk County �{r�Comm'Issio01�Xp316b��braa►y 2@,2029 TYPESET: Tue Jan 15 15.56:34 EST 2019 mum side yard setback of 10 feet;2)more The Board of Appeals will hear all persons or LEGAL NOTICE than the code permitted maximum lot cover- their representatives,desiring to be heard at SOUTHOLD TOWN ZONING BOARD age of 20%;located at: 1980 Sigsbee Road, each hearing,and/or desiring to submit writ- OF APPEALS Mattituck,NY.SCTM#1000-144-1-15. ten statements before the conclusion of each THURSDAY,FEBRUARY 7,2019 1:00 P.M. RENEE PONCET AND STE- hearing Each hearing will not start earlier PUBLIC HEARINGS PHEN FITZPATRICK/CGC BAY- than designated above.Files are available for NOTICE IS HEREBY GIVEN,pursuant to BERRY, LLC (CV) #7242 Request for review during regular business hours and Section 267 of the Town Law and Town Code Variances under Article IV,Section 280-18, prior to the day of the hearing.If you have Chapter 280(Zoning),Town of Southold,the and the Budding Inspector's August 28,2018, questions,please contact our office at,(631) following public hearings will be held by the Notice of Disapproval based on a determina- 765-1809, or by email. kimf @ SOUTHOLD TOWN ZONING BOARD OF tion for lot recognition,at;1)at less than the southoldtownny.gov APPEALS at the Town Hall,53095 Main code required minimum lot size of 40,000 sq. Dated.January 17,2019 Road, Southold, New York on ft.,2)less than the code required minimum lot ZONING BOARD OF APPEALS THURSDAY,FEBRUARY 7,2019. width of 150 feet,located at: 702 Wiggins LESLIE KANES WEISMAN, 10:15 A.M.-MGH ENTERPRISES INC/ Lane, (Adj to Gull Pond Inlet) Greenport, CHAIRPERSON T-MOBILE#7274-Request for a Variance NY.SCTM#1000-35-4-28 36. BY:Kim E.Fuentes under Article XIII,Section 280-56;and based 1:15 P.M -KATIE NICKOLAUS,ALEX- 54375 Main Road(Office Location) on an application for a permit to collocate a ANDRA NICKOLAS CARNICOM AND 53095 Main Road(Mailing/USPS) wireless communications facility on subject JAMIE NICKOLAUS#7241-Request for P.O.Box 1179 property at: 1) less than the code required a Variance under Article III,Section 280-15 Southold,NY 11971-0959 minimum side yard setback of 25 feet, lo- and the Building Inspector's August 20,2018 2303640 cated,at 40200 NYS Route 25,(Adj.to Gar- Notice of Disapproval based on an applica- deners Bay) Orient, NY SCTM# tion for a permit to construct an accessory 1000-15-9-8.1 in-ground swimming pool at 1) located in 10:30 A.M -THOMAS AND ROBERTA other than the code required rear yard,located MAGG #72365E -Request for a Speciai at: 17555 Soundview Avenue,(Adj to Long Exception under Article III, Section 280- Island Sound) Southold, NY. SCTM#1000- 13B(13).The Applicants are the owners of 51-1-2. subject property requesting authorization to 1:20 P.M. - FIRST UNIVERSALIST create an Accessory Apartment in an existing CHURCH#71235E-Request for Special accessory structure, at. 7020 Peconic Bay Exception pursuant to Article III, Section Boulevard,(Add.to Great Pecomc Bay)Lau- 280-13 B(1)and Article VIII,Section 280-38 rel,NY.SCTM#1000-126-11-6 B(1),the applicant is requesting permission 10:45 A.M.-HOUND LANE,LLC,FISH- to construct a new house of worship building ERS ISLAND#7237-Request for Variances upon a parcel with an existing single family under Article XI,Section 280-49 and Section dwelling and a parish house, located at- 280-50, t280-50,and the Building Inspector's August 51970 Route 25, Southold,NY SCTM No 10,2018,Amended August 22,2018 Notice 1000-63-6-6.1 &1000-63-6-6.2. of Disapproval based on an application for a 1:30 P.M.-VANSTON BEAR,LLC#7243 permit to alter an existing building into a -Request for Variances under Article XXII, restaurant on the first floor and to construct a Section 280-116A; Article XXIII, Section second story addition for two apartment units; 280-123A;and the Building Inspector's Sep- at 1)the second story addition shall have less tember 20,2018,Amended October 5,2018 than the code required minimum front yard Notice of Disapproval based on an applica- setback of 100 feet,2)the second story addi- tion for a permit to demolish an existing single tion shall have more than the required mint- family dwelling and build a new single family mum 60 linear feet of frontage on one street; dwelling,construct an accessory garage/bam, 3)landscaping area measuring less than the construct an accessory in-ground swimming required 35%of subject lot,located at:Hound pool,and make alterations to an existing"car- Lane,Fishers Island,NY.SCTM#1000-12-1- riage house'; at: 1) single family dwelling 7 1 located less than the code required 100 feet 11:00 A.M. - JACK AND BARBARA from the top of the bluff;2)the existing non- STAVRIDIS#7238-Request for a Variance conforming accessory carriage house which under Article XXIII,Section 280-124 and the contains a nonconforming use is structurally Building Inspector's July 25,2017 Notice of altered or moved, unless such building is Disapproval based on an application for a changed to a conforming use,located at.5250 permit to legalize "as built" additions and Vanston Road,(Adj.to Cutchogue Harbor) alterations- to an existing single family Cutchogue,NY.SCTM#1000-111-10-14 dwelling;at: 1)less than the code required 1:45 P.M.-SOUTHOLD SUNSETS,LLC minimum rear yard setback of 35 feet,located #7103-Request for a Variance under Article at 170 Ruth Road, Mattituck, NY. XXIII,Section 280-124 and the Building In- SCTM#1000-106-5-35. spector's July 31,2017 amended October 10, 11:15 A.M.-S3S LLC,MARTIN KOSM- 2017 Notice of Disapproval based on an ap- YNKA#7239-Request for Variances under plication for a permit to demolish an existing Article XV,Section 280-64 A&C,and Sec- dwelling and construct a new single family tion 280-50, and the Building Inspector's dwelling;at. 1)less than the code required May 25,2018,Amended August 10,2018 and minimum front yard setback of 35 feet,lo- October 16, 2018 Notice of Disapproval cated at:4200 Kenneys Road(Add to Long based on an application for a permit to con- Island Sound),Southold,NY SC7M#1000- struct buildings for a self-storage business;at 54-4-3. 1)two buildings having less than the code 2:00 P.M.-8100 HORTONS LANE,LLC required minimum front yard setback of 100 #7214-Request for a Variance from Article feet from a right of way,located at 65 Com- III,Section 280-13 and the Building Inspec- merce Drive,Cutchogue,NY.SCTM#1000- tor's July 5, 2018 Notice of Disapproval 96-1-1.3. based on an application for a building permit 11:30 A.M.-STEVEN CROM#7240-Re- to demolish an existing single family quest for Variances under Article=11,Sec- dwelling and construct a new single family tion 280-124 and the Building Inspector's Au- dwelling,at;1)more than the code required gust 17,2018,Amended September 18,2018 maximum allowed two and one-half(2-1/2) Notice of Disapproval based on an applica- stories;located at:8100 Hortons Lane,(Adj. tion for a permit to make additions and alter- to Long Island Sound),Southold,NY SCTM ations to an existing single family dwelling at No 1000 54-4-31. 1)located less than the code required mini- BOARD MEMBERS " Southold Town Hall L ��OF SO 53095 53095 Main Road•P.O.Box 1179 Leslie Kanes Weisman,Chairperson Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes co yC Town Annex/First Floor, Robert Lehnert,Jr. • y0� 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoOWN% Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631)765-9064 December 26, 2018 Mark Terry, Principal Planner D',- 7 ZJI8 LWRP Coordinator3 �b� Planning Board Office papTlippB Td Town of Southold Town Hall Annex Southold,NY 11971 Re: ZBA File Ref.No. #7274 - MGH Enterprises Inc./T-Mobile Dear Mark: We have received an application for co-location on an existing wireless facility in Orient. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map,project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-5D is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairp s By: Encl. Surve Michael K. Wicks Dated : December 5, 2018 BOARD MEMBERSSouthold Town Hall Leslie Kanes Weisman,Chairperson ��OF SO(/TyO 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Vs Town Annex/First Floor, Robert Lennert,Jr. • �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ?e,, Southold,NY 11971 oma http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 _ FH[ C�DEC � 7 MEMO LJIcS TO: Planning Board Southok, r;,tivn FROM: Leslie K. Weisman, ZBA Chairperson Flanniriy Board DATE: December 26, 2018 SUBJECT: Request for Comments ZBA# 7274 MGH Enterprises Inc. The ZBA is reviewing the following application. Enclosed are copies of Building Department's Notice of Disapproval, ZBA application, current map on file. Your review and comments are requested at this time. The file is available for review of additional documentation at your convenience for reference if needed. APPLICANT TAX# ZBA# HEARING CODE DATE OF PREPARER ZONE DATE SECTION STAMPED OF SURVEY DIST SURVEY/SITE PLAN MGH 1000-15- 7274 February Art XIII Sec Michael K. December 5, Enterprises 9-8.1 7, 2019 280-56 Wicks 2018 Inc. Thank you. Encls. BOARD MEMBERS so ? Southold Town Hall Leslie Kanes Weisman,Chairperson ��� Uliy0 53095 Main Road•P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. • �O 54375 Main Road(at Youngs Avenue) Nicholas Planamento , Southold,NY 11971 enut ` i http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631)765-9064 December 26, 2018 Ms. Sarah Lansdale, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Ms. Lansdale: Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File #7274 Owner/Application : MGH, Enterprises Inc./T-Mobile Action Requested : Co-location on an existing wireless facility-setback. Within 500 feet of: (X) State or County Road ' (X) Waterway (Bay, Sound, or Estuary), (X) Boundary of Existing or Proposed County, State, Federal land. ( ) Boundary of Agricultural District ( ) Boundary of any Village or Town If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Crperson By: Encls. Survey : Michael K. Wicks Dated : December 5, 2018 BOARD MEMBERS OF SOU Southold Town Hall Leslie Kanes Weisman,Chairperson �� rif0 53095 Main Road•P.O.Box 1179 �� 1p Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. • COQ 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoCoUwN Southold,NY 11971 http://southoldtowmy.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 February 27, 2019 Bryan Felton Highlander-, Inc. 155 Carleton Avenue East Islip,NY 11730 Re: ZBA File# 7174 MGH Enterprises/T-Mobile, Main Road, Orient SCTM No. 1000-15-9-8.1 Dear Mr. Felton; --- -- -Transmitted for your records is a copy of the Board's February 21, 2019 Findings, - deliberations and Determination,the original of which was filed with the Town Clerk regarding the above variance application. If you have any questions, please call the office. Sincere , Kim E. 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T. -1 F�9 Fyif 4 `"`d 4•. r< SN ,•a i Westermann Donna From: Bryan Felton <bfelton@highlanderinc.com> Sent: Friday,January 04, 2019 6:06 PM To: Fuentes, Kim Cc: Westermann, Donna Subject: RE:T-Mobile#7274 Thank you very much! I'll be in Monday to pick everything up. Have a�nice weekend. Best regards, Bryan Felton Highlander Consultants 155 Carleton Avenue East Islip, NY 11730 Email bfelton@highlanderinc.com Office (631) 581-8105 Cellular(631) 678-6750 Fax (631) 581-8205 From: Fuentes, Kim [mailto:kimf@southoldtownny.gov] Sent: Friday,January 04, 2019 3:20 PM To: Bryan Felton<bfelton@highlanderinc.com> Cc:Westermann, Donna <donnaw@southoldtownn ..gov> Subject:T-Mobile#7274 Hi Bryan, See attached copy of contents of the hearing package in preparation of your public hearing February 7, 2019. You will need to pick up the sign so it can be property posted on premises according to instructions. Let us know if you have question. Kim E. Fuentes Secretary to the Zoning Board of Appeals Town of Southold 54375 Main Road Southold, NY 11971 631-765-1809, Ex. 5011 E-mail:kimf@southoldtownny aov i Town of Southold 54375Main Road Southold, NY 11971 631'765-1809, Ex. 5011 E-mail. kimf From: David Kenny Smnt:fr|day/ December 21, 2018 3:20 PM To: Fuentes, Kim Cc: Robert Gaud|oso ` Subject: T-Mob||e4O2OOMain Road, Orient, NY11957 H| Kinn: it was,a pleasure speaking with you today.Our team will get the necessary notices out.in time and are currently working on that. Please send us the authorization forms you mentioned on the phone. . / Also please e-mail mewhen the ZBAmeeting date has been set. ` Thank you, > - David KonOV, Esq. Snyder & Snyder, LLP 84\8/hitejz|aine Road TarndoVVn, New York 1D591 Phone (Q14) 333-O7OO Fax /914\ 333-0743 Confidentiality Notice: This communication contains privileged and confidential information intended only for the use of the addressee. If you are not the intended recipient, be advised that the unauthorized dissemination of this co[DOlUOicaUoO is strictly prohibited. If you have received this ooD101UOioaUon in 8[[0[. kindly notify / sender by collect-call for further instructions. ' ' ' ( 2 ` Fuentes, Kim From: Bryan Felton <bfelton@highlanderinc.com> Sent: Wednesday, December 19, 2018 9:29 AM To: Fuentes, Kim Cc: Sakarellos, Elizabeth; Westermann, Donna Subject: RE: ZBA - Area variance - T-Mobile at MGH/Orient Point Colocation Kim, I will send those items out immediately. I have been advised by the Town and your 3`d party consultants that the only relief necessary is with regards to the setback as you mention. Best regards, Bryan Felton Highlander Consultants 155 Carleton Avenue East Islip, NY 11730 Email bfelton@highlanderinc.com Office (631) 581-8105 Cellular(631) 678-6750 Fax (631) 581-8205 From: Fuentes, Kim [mailto:kimf@southoldtownny.gov] Sent: Wednesday, December 19, 2018 8:56 AM To: Bryan Felton <bfelton@highlanderinc.com> Cc: Sakarellos, Elizabeth <elizabeth.sakarellos@town.southold.ny.us>; Westermann, Donna <donnaw@southoldtownny.gov> Subject: RE:ZBA-Area variance -T-Mobile at MGH/Orient Point Colocation Hi Bryan, Yesterday, we received your application and conducted a preliminary review. Per instructions, we will require a total of 9 copies of the application package including inserts (except for the designer's 38 page report/design insert). In addition, please send us one more set of the survey and the 11" by 17" plans, so that we can properly refer out to agencies. In addition, please clarify that you are e esti area variance relief for the proposed , equipment compound to be setbac 7.25 ft. (7'3") om the side yard property line. Is that correct? 1 Do not hesitate to contact me at 631-765-1809 if you have any questions. Thank you. Kinn E Fuentes .Secretary to the Zoning Board of Appeals Town of Southold 54375 Dain Road Southold, NY 11971 631-765-1809, Ex. 5011 E-mail: kimMsoutholdtownny.go From: Bryan Felton [ma iIto:bfeltonCcbhighlanderinc.com] Sent: Friday, December 14, 2018 11:53 AM To: Fuentes, Kim Subject: RE: ZBA -Area variance -T-Mobile at MGH/Orient Point Colocation Good afternoon Kim, I believe I will make it! The application is being sent via USPS priority mail.You will most definitely have it by Monday, 12/17.The tracking for the package is 9405503699300351948173. Thank you so very much for your assistance. I look forward to hearing from you. Best regards, Bryan Felton Highlander Consultants 155 Carleton Avenue East Islip, NY 11730 Email bfelton@highlanderinc.com Office (631) 581-8105 Cellular(631) 678-6750 Fax (631) 581-8205 From: Fuentes, Kim [mailto:l<imf@southoldtownny.gov] Sent: Friday, December 07, 2018 9:43 AM To: Bryan Felton<bfelton highlanderinc.com> Subject: RE: ZBA-Area variance -T-Mobile at MGH/Orient Point Colocation Hi Bryan, For each area variance requested, the fee would be $500.00. Kim E. Fuentes Secretary to the Zoning Board of Appeals Town of Southold 54375 Main Road 2 Southold, SII' 11971 6.31-765-1809, Ex, .5011 E-mail:kim- @southoldtownn�ctov From: Bryan Felton [mailto:bfelton@highlanderinc.com] Sent: Friday, December 07, 2018 9:21 AM To: Lanza, Heather; Fuentes, Kim Subject: RE: ZBA - Area variance -T-Mobile at MGH/Orient Point Colocation Good morning, We are gaining momentum on the deliverables O One thing I wanted to confirm is the fees for both ZBA and Planning.Are you able to provide?We have a cost of construction estimated at$125,000.00. Thank you very much for your assistance! Best regards, Bryan Felton Highlander Consultants 155 Carleton Avenue East Islip, NY 11730 Email bfelton@hiRhlanderinc.com Office (631) 581-8105 Cellular(631) 678-6750 Fax (631) 581-8205 From: Lanza, Heather [maiIto:heather.lanza@town.southold.ny.us] Sent: Friday, November 30, 2018 2:52 PM To: Bryan Felton <bfelton@high landerinc.com>; Fuentes, Kim <kimf@southoldtownny.gov> Subject: RE: ZBA-Area variance-T-Mobile at MGH/Orient Point Colocation Bryan, For Planning Board application: Yes, N/A on the Notice of Disapproval. No need to provide proof of Lot Recognition since that has been done by previous applicants. I won't answer for the other ZBA items, but I know the Agricultural Data Form is not necessary—no farm parcels within 500 feet. Heather From: Bryan Felton [mailto:bfelton@highlanderinc.com] Sent: Friday, November 30, 2018 2:47 PM 3 To: Fuentes, Kim <kimf@southoldtownny.gov>; Lanza, Heather<heather.lanza@town.southold.nv.us> Subject: RE: ZBA-Area variance -T-Mobile at MGH/Orient Point Collocation Good afternoon: After reviewing the application in full detail, I see that we will need to submit a few items that will need to be provided by the Town. I am hoping you can help. ZBA ? ZBA Decision (previous decisions)Can I request this direct from you? ? CO Search Can I request this direct from you? ? Current Notice of Disapproval:Since we have not received any form of notice, this appears,to be N/A ? Agricultural Data Form:Are there actively farmed parcels within 500 feet ? Town Property Assessment Card Can I request this direct from you? Planning Board Application ? Current Notice of Disapproval: Since we have not received any form of notice, this appears to be N/A ? Proof of Lot Recognition Kindly let me know if you can lend some assistance in retrieving this information. I appreciate all of your help and I look forward to working everything out.,Take care! Best regards, Bryan Felton' Highlander Consultants 155 Carleton Avenue East Islip, NY 11730 Email bfelton@highlanderinc.com Office (631)'581-8105 Cellular(631) 678-6750 Fax (631) 581-8205 From: Bryan Felton Sent: Friday, November 30, 2018 9:59 AM To: 'Fuentes, Kim'<kimf@southoldtownny.gov> Cc: Lanza, Heather<heather.lanza@town.southoId.ny.us> Subject: RE: ZBA-Area variance-T-Mobile at MGH/Orient Point Colocation Thank you Kim and Heather. I will be focusing on this all day today to get everything ironed out. _ Have a nice weekend and we will certainly be in touch! Best regards, Bryan Felton 4 Highlander Consultants 155 Carleton Avenue East Islip, NY 11730 Email bfelton@highlanderinc.com Office (631) 581-8105 Cellular(631) 678-6750 Fax (631) 581-8205 From: Fuentes, Kim [mailto:kimf@southoldtownny.gov] Sent: Friday, November 30, 2018 9:53 AM To: Bryan Felton <bfelton@highlanderinc.com> Cc: Lanza, Heather<heather.lanza@town.southold.nv.us> Subject:ZBA-Area variance-T-Mobile at MGH/Orient Point Colocation Hi Bryan, Please see attached Area Variance application and check list. Let me know if you require any assistance. Kam E. Fuentes Secretary to the Zoning Board ofAppeals Town of Southold 54375 Main Road Southold,NY 11971 631-765-1809, Ex. 5011 E-mail:Irimt@southoldtownny_.gov From: Lanza, Heather Sent: Friday, November 30, 2018 9:26 AM To: Fuentes, Kim Cc: Bryan Felton Subject: FW: T-Mobile at MGH/Orient Point Colocation Bryan, I am putting you in touch with Kim in the ZBA office directly via this email. She can help you with anything related to the ZBA. Heather From: Bryan Felton [mailto:bfelton@highlanderinc.com] Sent:Thursday, November 29, 2018 3:56 PM To: Lanza, Heather<heather.lanza@town.southoId.ny.us> Cc: Cummings, Brian A. <brian.cummings@town.southold.nv.us>; Michaelis,Jessica <iessicam@southoldtownny.gov> Subject: RE:T-Mobile at MGH/Orient Point Colocation Hello Heather, Thank you for the information. I am trying to get you what you need in a timely fashion. Would you be able to provide the ZBA application and checklist? 5 Best regards, Bryan Felton Highlander Consultants 155 Carleton Avenue East Islip, NY 11730 Email bfelton@highlanderinc.com Office (631) 581-8105 Cellular(631) 678-6750 Fax (631) 581-8205 From: Lanza, Heather [ma iIto:heather.lanza@town.southoId.ny.us] Sent: Wednesday, November 28, 2018 2:59 PM To: Bryan Felton <bfelton@high landerinc.com> Cc: Cummings, Brian A. <brian.cummings@town.southold.ny.us>; Michaelis,Jessica <iessicam@southoldtownny.gov> Subject: RE:T-Mobile at MGH/Orient Point Colocation Hi Bryan, Yes you need to go to the Zoning Board of Appeals for that setback variance. We can expedite it and get it on their agenda right away but you need to apply to them and the Planning Board as soon as possible. Let us know if you need any help. And let me know when you've applied to ZBA so I can notify the ZBA attorney and he will instruct them to put it on the next agenda. We can't find any way around it, but since they've granted the variance for the other two applications,we already have correspondence from our technical consultant that they will need to grant this application the same variance. So although you have a couple steps to get through,we will process this quickly and efficiently. Again, call or write with any questions or if you need any help. Best regards, Heather From: Bryan Felton [mailto:bfelton@highlanderinc.com] Sent: Monday, November 26, 2018 2:34 PM To: Lanza, Heather<heather.lanza@town.southold.ny.us> Cc: Cummings, Brian A. <brian.cummings@town.southold.ny.us>; Michaelis,Jessica <iessicam@southoldtownny.gov> Subject: RE:T-Mobile at MGH/Orient Point Colocation Hi Heather, Thank you for this information. As far as your question regarding a type II SEQRA, I cannot confirm that. Once you are aware of the ZBA review, please let me know when you are aware and what is necessary for submission beyond the site plan application material. 6