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Home My WebLink About23816-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-25185 Date AUGUST 5, 1997 THIS CERTIFIES that the building ADDITION Location of Property 36225 NAIN ROAD CUTCHOGUE, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 97 Block 1 Lot 25.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 4, 1996 pursuant to which Building Permit No. 23816-Z dated NOVEMBER 19, 1996 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 ADDITION TO AN EXISTING WINERY AS APPLIED FOR. The certificate is issued to JOHN & SUSAN BEDELL (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N-415201 - MARCH 26, 1997 PLUMBERS CERTIFICATION DATED N/A Building Inspe or Rev. 1/81 "Ru NO. a TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) 23816 Z Date .........OY../.z........................... 19.7. Permission is hereby grant.d to: ...3 Na. e ?................. Y4..119 3S of premises located of ....��{P.GEa. ....��M't...............................�.. ................................................................. .............................................I.............................. County Tax Map No. 1000 Section ... .............. Block ........ ............ Lot No. ...... 47.......... pursuant to application dated ....................�lkv / ................, 19.., rand approved by the Building Inspector. Fee $YVI. ••...••• ..� .. . ....... Building Inspector Rev. 6/30/80 c= No. 0 TOi�1 OF SOL-:HOLD 3L=1J=VG DEMP2R=-MI`; 705-:802 »FT 0\ -_O? Citi___ = OF OCCu?=NC'_ .. _1s ap p'_icati0n suss De _n 3c =,?ew— -= OP, ink and submzc=__ co =_"e OL'=_C' pectDr w_t3 le '_o--0w-_=g: ' -„_ new bui'_c_ng or aew use: 1 . 7L-,a', sur7ev of orODer=y =th accura=e :oca_ion o= all bur-d—gs, proper=;- __aes, straets, and unusual na=ura- 07 =opograpcic _feztures. _. 7a! ?DDrova_ from nea_to Dent. of 'wa=ar SLDD-v anc sewerage-cisDOs� -0rm, 3. =Dur-ova_ o _---=r_0a. as=a__a=ion _from 3oard of Fire under.ri==-rs. �. SCor= s_a_emen= -rom P-Umoer cel -_= '__^_g zhat =ae so-,der used `, sys_-m c0^__airs -- --ss _nam 2/_0 of _m lead. COmmerc_al o11=_d4,g, imdust___ bu_ld:=, mu__a_e _es_dences and s--lar ou__c-_3s anC Lp.ataact_Ons, c C__..___..c_a oI Code COmD-_a'.nCe _from ar.. cec= or engineer resD01ls4-D1e -or the ot_di-1g. ,.. SuomLt Planning Board 3DDrova- of comp-eyed site Dian Cecu:ree encs. Ju___-1gs �p__c_ ..o .D___ a , 1037) non-COn_Drm'wg '•1525, or Oliilc_gs and °pre-e�iStin3�� -aIId 'uses: , _ . A:c_rataSu= 0_ roper-z- saOw-=g c__ rope_ _. __nes. s=ree=s, DL'—c-ag anc unusual na=frauor _op Ograpn_.- faazures. DrOper:', CoMD_a_af _ _ app-=2_=011 allc a consent =0 =spec= signed bg r= the app-_0a..t. -' -- a Ca _=--a=_ „_ Occ Dancy _s de--- =:.je 3u_'_d_ng =_spe = _ saa_- �t tzeT raasors tnera=cr n w -crag ::c :na app=-ca==- Occupaacy - New dwz___a_ 525 .0G; 3dc-_frons co dwe___g __-__frons t., dwe=- -,o 525.00 . Sw_:.5in£ 000'1 525.00, A ss0r7 bt_-..-== S"'5.00 , - - 3dd4_c'-0ns c^., ac0=sso^,% Sc_c=g =25.00. 3Lsnessas S50.00- _. C2r____cate0I OCd_Dancy on 2re-ex-_szf1£ 3L'_1d_nR - 3100.00 Copy o_f Cer=-=-date Ocdupancy - 25c Undated Ca_ - cata 0_ Occu'oa= ' - S50-00 J. "amp Or 2r}° _e__ .. caa o_ OcdLDaTlcV - Pes_dem-_a_ 31-3.00, .Ormme_pc___ 5:3.00 Date . . .V -? . , �. 1� . . . . . . . . . . . . . . . . law Cons==uC=_On. . . - . ./. 0-C Or Pr=emisc:4 g 3L_1C_ng. . . . . . . . . . . . . . ,, r -0cati0a 0i ?roper=v_ . . 3}a,�.?. . . . . . . •V•�-t�.-L V� . . .� . . . . . . . . . . . C�,f House No. Street aaml Tawe_ or Owners O P.oDer=?. . . . . 1J.�,nn .IK.L �. q-. Susan. . ,�-- .l. . . . . . . . . . . . . . . . . . z In . 3 :ouacy _ax Map No 1000, Section. . . . . .31ocs.. . . . . . . . . . . .. oz .a„�- . . . . . . . . . . . . BS . � Z � 1C3. Z ubc_viS_On. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . aD . . . . . . . . . . . .�Ot. . . . . . . . . . . . . . . . . . . . . . O. . . . -A,, ant Der)-— Aon rova-. . . . . . . . . . . . . . . . . . . . . . . . . .Uilde w'_ters ._. . rcva. . . . . . . . . . . . . . . . . . . . . _amn-n_ Hoard Approsa.. . . . . . . . . . . . . . . . . . . . . . . . .acuesz _mp Orar: ..2__-'-"=a. . . . . Ca_'-"- . . . . . . / I`I�LU III�>i 1'IiCI IUII IU!1'Ull l' 1) W I'UUNUn'r rl.urm I NO ---- - 91) +.—ra��v�mva,.,emmmamn�mm�mmmm •mmnF,n-am.n mnnm�::,_e:a-. ' M —_-.__- { III:i IIIATIOU 1'I?II tl, Y . ..tea--„--:.C— CA �)r rn'rr. r•.w l:a aY •----'-�-- �—�_— , r.onr• --- -- --- r• I1InI. -- m -n-m -e.mDDITIONALoHrn:rR.a-- PLANNING VOARD MEMBERS gpFFO(k RICHARD G.WARD � CQ Town Hall, Box Main Road Chairman h� G't P.O.Box 1179 o= Southold,New York 11971 GEORGE RITCHIE LATHAM,JR. Z Fax(516)765-3136 BENNETT ORLOWSM JR. 0 1 WILLIAM J.CREMERS Telephone(516) 765-1935 KENNETH L.EDWARDS PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 22, 1996 Nancy Steelman ' m "' Samuels & Steelman, Architects 25235 Main Rd. Cutchogue, NY 11935 Re: Proposed site plan for Bedell Cellars SCTM# 1000-97-1-25.1 Dear Ms. Steelman: The following took place at a meeting of the Southold Town Planning Board on Monday, October 21, 1996: The final public hearing, which was held at 7:40 p.m., was closed. WHEREAS, John C. Bedell is the owner of the property known and designated as Bedell Cellars, located on Main Rd., Cutchogue, SCTM# 1000-97-1-25.1; and WHEREAS, a formal application for the approval of this site plan was submitted on June 17, 1996; and WHEREAS, this site plan was certified by Thomas Fisher, Senior Building Inspector, on October 16, 1996; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED, that the Southold Town Planning Board authorize the Chairman to endorse the final surveys dated August 28, 1996, subject to a review one year from the date of the building permit. Page 2 Site plan for Bedell Cellars October 22, 1996 Enclosed please find a copy of the survey which was endorsed by the Chairman. Sincerely, 64ard G. Ward Chairman enc. cc: Building Dept. Board of Assessors 01/22/1997 16:49 516-283-6326 REVCO ELECTRICAL PAGE 01 REVCO ELECTRICAL SUPPLY INC. ,�5 f�a3 i TO: ATTENTION: -.4 47 a_tz FROM: REVCO E ' TRICAL SUPPLY INC. SOUTHAMPTON, NEW YORK /FAX#(516)283-6326 SENDER: PAGE. 1 OF -L�(INCtWING THIS PAGE) REFERENCE: -. �G�(/ (JVJ zr14-tel 44A 360 COUNTY ROAD 39A 403 GRIFFING'AVENUE SOUTHAMPTON,NEW YORK 11968 RIVERHEAD,NEW YORK 11901 516-283-3600 516-369-1900 FAX 516.283.6326 FAX 516-369-1904 800-1)2-0241 01/22/1997 16:40 516-28:3-6326 REVCO ELECTRICAL PAGE 02 ( I System No. CAJ2040 (Formerly System No. 562) ��.�,• F Hating-2 Hr ' T Ratings-0, 1-1/2 and 2 W (See Item 3) L Rating At Ambient-7 CFM per su1 ft (See Item 4A) L Rating At 400 F-loss than I CFM per sq ft (See iten't 4A) �A :3 Q .- �A OX, SECTI©N A-A I. Floor or Wall Assembly—Min 4-1/2 in. thick lightweight or normal weight 4100.150 oc0 coir- creta. Well assembly may also be' constructed of any UL Classified Concrete Blo4W. Max diem of opening is 4 in. Soe'Conarate Blocks (CA= category In the Fire Resistance Directory, for names of man- ufacturers. 2. Through Penetrants—One nastallic pipe or oonduit to be centered in the through opening. Pipe or conduit to be rigidly supported on both vides of the floor-o611ing'assembly. The follow- Ing types and slteta of nonmetallic pipes or conduits may be used: r�. A. Polyvinyl Chibrido (PVC) Pips.—Nom 2 in. diem (or smaller) Schedule 40 PVC pipe for i . use In closed(process or supply)or vented (drain, waste or vont)piping system. B_ Rigid Nonmetallic Conduft++ -Nom 2 In. diem (or smaller) (Schedule 40) PVC conduit r Installed in accordance with Article 347 of the national Electric Cody'(NFPA'No. 70). C. Polybutylane (PB) Pipe—Nom 2 In, diem (or smaller) SOR-17 (or heeY,derl PB,pips for use in closed piping system. ',` ;, J! 0. Fire Retardant Polypropylene (FRPP) Pipe—.Nom t in, diem (or smaller) Schedule 40PG(or heavier)fire Mordent polypropylene (FRPP) pipe for use in closed piping system. Sea Rigid Nonmetallic Conduit(DZKT) Category in UL Electrical Construction Materials 01• rectory for names of manufacturers. E. Chlorinated Polyvinyl Chloride (CPVC) Pips—Nom 2 in, diem (ousmtlller) SDR17 CPVC I , pipe for use in closed (process or supply) or vented (drain,waste or vent)piping;systems. 3. KH, Vold or Cavity Materiels'—Wrap Strip--Nam 1/4 in. thick intumescent slastomerla me• todal faced on one aide with aluminum foil, supplied in nom 2 in. wide strips. Ncm;2 in. wide i strip(s) tightly-wrapped around pipe (fall aide apposed), secured with steel wire've'and'slid Into It through opening such that the top edges) is recessed min •1/4 in. from; top, surface of the floor. In wall assemblies the wrap strip layer(s) on the pipe is to be insta(IRd.,jn 16e same man- nor used for float assemblies but shall be Installed symmetrically,on'b'oth'sidos-of the wall with the exposed edge(s) of the wrap strip layer(s) recessed min 1/4 in,ffom esch,surface of the wall. The number of wrap strip layers required and the T Rating are,depon slant upon the I pipe size and type, the annular space size and the piping system type, . in the the follow- ing table: Sl Y.il t F'i.• 1 , + This watcrial was czrtar.tcd'by5M Fui.'Prouxduu Products , 3M Fire Protection Products from r,,e d tS16 eaitien of dib UI Fire ResiaUice Directory. u. 01/22/1997 16:40 516-283-6326 REVCO ELECTRICAL :Cl PAGE 03 System No. CAJ2040 Continued i Nan Minif)o. , Pipe Pipe Annular Piping ("Nfrep T (� clam,M Type "see,in system(a) Sidp(jab's$ - f' Rating,He 1/2 to 2PVC 1/2 to 7/8 V 2 o 1/2 to 2 ' PB,PVC 1/4 to 5/8 C "i'i 2 1/2 to t PP 11410518 C a 2 1/2 to 1 PVC 3/4 to 1 C ''0 lel. V = vented Systema n- i,° ' ' C - Closed systems.'. ,I Mlnnaaote Mining & Mfg. Co.--FS-1851 4, Fill, Void or rAvIty, MateHels'—Caulk—Applied to fill the annulbir;spsae between the wrap •I strip($) and the concrete to the max extent possible and to cover ihe:eApoaed edge(e) of the wrap strip layer(s) to a min depth of 1/4 in.,flush with top surface of fioOvor'both surfaces of wall. When no wrap strip is required (see table in Item 3), a polystlfyla'ne backer rod shell be t frletion-fitted'Into annular space with its top surface recessed min:1,In, fiotop surface of 1 floor (or from both surfaces of well) and the annular space shell be filled to em:min depth of t in. flush with top surface of floor (or both surfaces of well� Minnesota Mining & Mfq, Co.--CP 25WO+. 4A. Fiji. Void or Cavlty Materials*—Pu When firesto system i "`'I crates wrap strip tty— P Y 4co'•P P P (Item 1 3), moldable putty may be used as an alte este to the caulk fill r'atoiiel (Item;41. Putty fill ma- terial kneaded by hand and forced into annular space between wr '`atrip(s) and concrete to ! the max extent possible and packed Into annular space above wrap strip.tayer(s) to a min depth of 1/41n.,flush with top surface of floor or both surfaces of wall. 1 ' Minnesota Mining & Mfg. Co.--MPS-Z+, IN 9: L Ratmiy; apply only when Type ! CP 26WB+ Caulk is used.) 'Bearing the UL Classification Marking ++Bearing the UL Usting Mark t l . ''4i S;''s• y • iJMii, ,� .. 7t Thisma[erialWae'exiraptui.yy MFireProtectioe car. 3M Fire Protection Products rmm the 1496 edition:gf*Ul ,rc ltesistsnce Dira _ � ifs ar Trusts Truss Type Oty Ply 32321 s Ri HOWE 1 1 EFLORrNCE132321 S414043 .D.J.CO PO ENT9 3.300 s Sep 201995 MITsk Industries,Inc. Fit Dec 1310:30:461996 Page 1 08-10 18.0-0 28-38 3440 36.8.0 98.10 9.3-0 8.38 6.4.10 2-00 7.35 If12 5x6 = 3 6x8 6x8 2 4 N N 'XMO 52x4 If 6 � cV IN O 1 6x8 = 12 11 10 9 8 7 4x8 6x8= 2x4 11 3x6 = 3x8= 3x6 = 3x4 = 4x4 = 4x4 = k1.12 8-8.10 19-0-0 I 283-6 l 38-8-0 1-1-12 8-6-14 93.6 9-3-0 8-4-10 Plate Offsets(X,Y): 11:0-0-0,0.0.0),[2:0-0-0,0.4-8],14:0-0-0,0481 LOADING(pst) SPACING 2-0-0 CSI DEFL (In) (lac) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 082 Vert(LL) 0.30 11110 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.15 BC 1.00 Vert(TL) 0.42 10/9 999 BCLL 0.0 Rep Stress Incr YES WB 0.89 Holz(TL) 0 13 7 Na BCDL 10.0 Code 1 PI Min Length I LL dee=240 Weight:258(lbs) LUMBER \ BRACING TOP CHORD 2 X 6 SYP No.2'E>IDepC TOP CHORD Sheathed or 2-83 on center Pullin spacing, M 2 X 4 SYP No.2 except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD 1-12.5-1-13,11-12:5-1-1,8-9:6-3-0,7-8:6-3-0,10-11:5-1-1,9-10:6-3-0. WEBS 2 X 4 SYP No.3 WEBS 1 Rax at midpt 2.10,10-3,10-4 SLIDER Left 2 X 8 No.2 SYP 6-11-7 REACTIONS (Ibslslze) 1=207310-3.0,7=2073/0-3-8 Max Horz 1=553(load case 3) Mex Upllft 1=516(load case 4),7=-516(load case 4) FORCES TOP CHORD 1.2=-2842,2-3=-1674.3.4=-1874,4-5--2641,6-6=0,6-7=-82 BOT CHORD 75=1568,8.9=2166,9.10=2166,10-11=2397,11-12=2397,1-12=2398 WEBS 2.12=189,2-10=-957,3.10=1088,4.10=-681,4-8=-19,5.8=629.5-7=-2471 NOTE# 1)ThIB tnm has been designed for the wind loads generated by 90 0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.sT top chord dead load and 10.0 p.s.f bottom chord dead load,10 0 miles from hurricane meantime,on a category 1 enclosed building,of OF NEW dimensions 45.0 by 45.2 with exposure D(ASCE 7-93). Lumber Increase= 1.33,Plate Increase= 1 33.Both end verticals are P'(E IY y exposed. g1 Q�f'N W. LOAD CASE(3) Standard X91 A C �Q /-6 J SS10 DEC 131996 AWARMNO-Ver(q/design paramsten and READ NOTES ON T110 AND REVERSE SIDE BEFORE USE. Design valid for use only with Mlles,connector,.This design Is based only upon parameters shown,and b for an Individual building component to be � Intiorled and loaded vertloolN. Applicability of design parameters and proper Incomolatlon of component Is impol lblllly of buliding designer•not truss designs,.Bracing shown b lot lateral support of Individual web members only.Additional temporary bracing to Insure dablllty during consltuctlon it the iesponslbnity of the e,eclot.Additional permanent bracing of the overall structure Is the responsibility of the building desgner.Fa general guidance regarding fabrication,quality control,storage,delivery.erection and bracing,consult OSt-88 Quality Standard.091.80 Bracey Spsa6teatlon,and H11.91 M iTeiC® Handling Installing and llxing legommendallon avalhbb MissI,am trust Miss 683 D'OnoOro Drive.Madhon,Wrs3719. /lj' Truss Truss Type CITY - PNRIGCAP PIGGYBACK 1 1 FLOPENCE\323275414044 _ -� _ � » __ . -ONENTS 3 300 s Sep 20 1905 MiTek Inpuslnes,Inc Thu Dec 72 12 41 Olt 199f Page 1 __--_IJ-11.10 6.11-13 6-il-IJ SEE SHEET ST-PS01 FOR PIGGYBACK TRUSS CONNECTION DETAIL 4x4 2 7.352 ra \ I a i 19 --- ----- \�� 5 4 IA ii U4 3 3x4= 3x4 l 3.4.9 0.716 3.4-9 54-11 3-4-12 0-41-4 _11I LOADING(psQ SPACING 2.0.0 CSI DEFT. (in) (roc) Vdefi PLATES GRIP TCLL 400 Plates Increase 1.15 TC 070 Ved(LL) 002 5/4 999 M20(20ga) 258/216 TCDL 7 0 Lumber Increase 115 BC 013 Vert(TL) 002 5/4 999 BCLL 00 Rep Stress Incr YES WB 0 Oi Horz(TL) 0 01 3 Nis BCDL20 Code TPI _- - Min Length/LL dell=240 —Weight 60 lbs) _ I LUMBER BRACING TOP CHORD 2 X 4 SYP No 2 TOP CHORD Sheathed or 4.5.7 on center purlin spacing BOT CHORD 2 X 4 SYP No.2ND\ BOT CHORD 1-5 6-3-0,4-5 6-3-0,3-4 6-3-0. WEBS 2 X 4 SYP No.3 REACTIONS (lbsrslze) 1=595/0-3-8,3=59510-3.8 Max Hofz 1=-168(load case 2) Max Uplift 1=-300(load case 4),3=-308(load case 4) FORCES TOP C ORD 1.2=-5613,2-3=-568 BOT CHORD 3.4=480,4.5=468,1.5=480 WEBS 2.5=21,2-4=21 NOTES 1)This truss has been designed for the wind loads generated by 90.0 m p winds at 25 0 feet above ground level,using 7 0 p s I top chord dead load and 2 0 p s I bottom chord dead load,10 0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 45.2 with exposure D(ASCE 7-93) Lumber Increase= 1 33,Plate Increase= 1.33.Bath end vedicals are exposed. 2)The bottom chord dead load shown Is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord LOAD CASES) Standard 1p,gs OF New r0. r��QaSO W. O,y�`�¢ C yip DEC 13 6 I A WARNING-Ver y deelgn pararruten and READ NOTES ON TNRB AND REVERRE RFDE BEFORE URE. usessiggesse Design valid lot use only with Malek conneclo s.This design k based only upon parameters shown,and k for on Indlvldual building component to be M' Installed and loaded vertically. AppiloabRlty of design paromelea and proper Inootpotallon of component k responslblllty of building designer.not trust designer,Blacing shown Is for labral support of kadNkagal web members only.Additional tem Maly bracing to insure liability doiing const uclbn is the responsibility of the erector.Additional ParmoneDl bracing at the overall structure b the responslbllliy,of the building designer.For general guidance regarding fabtloalson,quanyconirot slorage,derNary,ereoWn and booing,consun OST-RR OualRy Standard.DSR-e9 tracing Spe ircallon,and HIS-91 MiTek® Handling instant"and Bracing Recommendation avolbblo from Tics,Nate Institute,583 D'Onofilo Dave,Madison,W1 53719. a ST - P[3,01 MITok Industries,Inc, �mom O May 25, 1995 panto' of ' PIGGYBACKTRUSS CONNECTION DETAIL PIGGYBACK TRUSS THIS CONNECTION DETAIL TO BE USED WHEN: BASE TRUSS SPAN <60' AND PIGGYBACK SPAN <25' MAXIMUM PURLIN SPACING=24" O.C. OR THE MAXIMUM SPACING ALLOWED ON THE TOP CHORD OF THE BASE TRUSS BASED ON DESIGN REQUIREMENTS. ATTACH EACH PURLIN TO TOP CHORD OF BASE TRUSS WITH 2- 16d NAILS. NOTE: A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. \ BASE TRUSS USE ANY OF THE THESE THREE CONNECTION OPTIONS AT ALL BASE TRUSS JOINTS. ' ATTACH MITEK 15go 7H HAMMER-ON PLATES ON EACH SIDE AT EACH BASE TRUSS JOINT. d. I OR 9��t NWF Ek YOD FSIMPSONRAMING H2.5ANC(OR EQUIVALENT) 02 A FRAMING ANCHOR. ONE CONNECTING PURLIN TO PIGGYBACK TRUSS AND ONE CONNECTING PURLIN TO BASE TRUSS AT BASE TRUSS JOINTS A•^f� =w , 063030 OR 70 SSI 1 y GUSSET EACH SI E AT(or 7/16"OSB) C 19 EACH BASE TRUSS JOINT, DE ""�� ! ATTACH WITH 3-6d NAILS a INTO EACH CHORD FROM f EACH SIDE(TOTAL- 12 NAILS) q r AWASMNO-t use only with parameters and TiiEAU NOTEB ONTFlB AND NEVERBE BIDE BEFORE USE• i' in ratesign valid lot d e Doty with MDpp connlly of sig design b based only upon parameters shown,and b/or sp Indlvduaf building component to be , in rated and boded vertically. App dabl Sy of design paramelen and propel Incotporatbn of component b tofrauns,la of buily d.ling designeconstruction -not buss dedgnei,Bracing shown b lot lateral support of Indlvldual web members only.Additional temporary braeing to Bnme doblllly dwing eonsimefbn b the , respondblllty of the erector.AddBbnal permanent broclnd of the overall structure b the responsIblilly of the building designer.For general guidance regarding fabrloaflen,cuallly Control,storage-delivery,fr eclbn and bracing,consult OST-el,Quality Standard,DSS-80 Basotho Speo9lcallon,and 111441 MiTek" . Handling In+falllmf and booing Becemmendatbn ovalbbb from Trust Plate Institute,583 D'onofrb Drive,Madbon,Wl$3719, - Truss Truss Typo City Ply /A. RiGIRD ROOF TRUSS 1 2FLORENCE132321 5474045 COMPONENTS 3.300 s Sep 20 1995 MITek Industries,Inc Fri Dec 13 10:33:59 1996 Page 7 i 4@A 8_1.5 _s 120.3 16.4.0 21-8.0 I 25.11.13 I 303.15 I 34-BA 30-80 4-2.8 3.1614 3.10-14 4-3-13 5.4-0 43-13 4.4-2 4-4.2 2-0-0 5x8 = 2x4 '13-11 x4 11 5x8 = 7.35F1-2 6 -1� 7 4x4 4x4 4 9 4x4 6x8 q 3 102x4 11 0 4x5 5� 11 2 5-0-8 N "VI IM C 1 21 20 19 18 17 16 1514 13 12 2x4 11 4x4 = 4x4 = 4x4 = 4x4 = 4x4 = 4x4 = 4x4 = 4x5 = 5x8= 5x8 = 4-2-6 8.15 12.63 16-4-0 21.8.0 1 25.11.13 1 303-15 368.0 4-2.8 3-1614 3.1614 4-3-13 64-0 4313 4.4-2 64.2 Plate Offsets(X,Y): [3:0.1-8,0-2-0),14 0-1-8,0-2-01.15.0-2.4,0-2-12),[8 0-2-0,0-2-12],[9:0-1-8,0-2-0] FBCLL psf) L SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP 40.0 Plates Increase 1.15 TC 0.40 Vert(LL) 0.11 6 999 M20(20ga) 2581216 7.0 Lumber Increase 1.15 BC 0.51 Ved(TL) 016 6 999 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.05 12 rva10.0 Code TPI (Matrix) Min Length 1 LL deb=240 Weight 355(Vbs) LUMBER BRACING TOP CHORD 2 X 6 SYP No.2"Ex>ept' TOP CHORD Sheathed or 6-0-0 on center puffin spacing, 10-11 2 X 4 SYP No.2 except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied,or 10-00.00 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lbstsize) 1=4849/0-3-8,12=484910-3-8 Maxi-Ion! 1=664(load case 3) '-' Max Uplift 1=�1538(load case 4),12=-1538(load case 4) FORCES TOP CHORD 1-2=-0563,2-3=-0607,3-4=-5103,4-5=-4929,5-6=-4569,6-7=-4568,7-8=-4568,8-9=-4618,9-10=-0486,10.11=50,11-12=-73 BOT CHORD 12-13=1827,13-14=3746,14-15=3823'16-16-3823.16-17=4568,17-18=4103,18,19=4103,19-20=4270,20-21=3767,1-21=0 WEBS 2-21=4300,3-21=-1308,3.20=787,4.20=-2,4.19=-346.6-19=1107,5-17=1126.6-17=-335,7-16=.606,8-16=1803,6-14=414,9-14=144,9.13=-665,10-13=2610, 10-12=-4701 NGtEs 1)2-ply truss to be connected together with 10d nails as follows: Top chords connected with 2row(s)at 6 inches on center. Bottom chords connected with 7,rovv(s)at'b Inches on center. Webs connected with 1 row at a inches on center. UV NEW Y 2)This buss has been checked for unbalanced loading conditions about Joints 7 and 8. P1 3)This truss has been designed for the wind loads generated by 90.0 mp.h.winds at 25.0 feel above ground level,using 7.0 p.s.f.top a,'� tt W, Q 0• ;0 chord dead load and 10.0 p.s,f bottom chord dead load,10.0 miles from hurricane oceanline,on a category I enclosed building,of Q.T� HB dimensions 45.0 by 45.2 with exposure D(ASCE 7-93). Lumber Increase= 1.33,Plate Increase= 1.33.Both end vedicals are exposed. to • 4)Provide adequate drainage to prevent water ponding. `p a : LOAD CA l^ *' iJ Lumber Incre Increase=1.15,Plata Increase=1.15 Z� Uniform Loads(IDS per 4) Vert:2-3=-94.0,3-4=-94.0,4.5=-94.0,5-6=-94.0,6-7=-94 0,7-8=-94.0,8-9=-94.0,9-10=-94 0,10-11=-94,0,12.13=-172.6, 13-10.172.6,14.1 5=-172.6,15-16=-172.6,16-17=-172.6,17-18=-172.6,18.19=-172 6,19-20=-172 6,20-21=-172.6, FE - 1-21=-172.6 L y DEC 131996' AWARMNO-Vert JV design pammeten and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. rr'® Design valid for we only with Mitek conneclots,this design Is based only upon parameters shown,and Is tog an Individual building component to be instalktl cihd loaded vedksally. Applicability of design parameters and propel Incorpotatlon of component Is responsibility of bulming designer-not buss designer.Bracing shown k for lateral support of IndNklual web members onIv.Additional temporary basing to Insure slablllly during construction Is the responslblllty of the erecloi.Additional permanent bracing of the overall structure Is the iesponsiblllty of the building designs,.For general guidance reoordIna fabrication,quality control,storage,delivery,erection and biocing,consult 081.88 Ouclt,Standard,DSO-89 Bracing Specification,and NIB-91 M iTek® Handling Installim and Pacing 4ecomnlecdatlOr,avaB abre from run,mt.Institute,383 D'On9vlo Drive,Madison,WI 63719, Truss Truss"type Cityply 1 R2 HOWE 1 1 FLORENCE\32321 S414UAG .D J COMPONENTS 3.300s Sep 20 1995 MITek Induslnos,Inc Thu Dec 12 12 A1.24 19011 Pagn t 9-840 79-00__- - 26.36 380:0_ 9.310 9.36 9311 9.8.16 7.3512 5x6 3 6x8% \ 6x8 m 2 4 N N I '6I 1 6x8= 6x8 10 9 8 7 6 6x8= 6x8= 5 48 2x4 n 3x6 - 3x8 - 3x6 2x4 II 4x8 4x4= 4x4 - 1-1.4 9.6-11 79.0 0 - 1-072 9-644 9-3-6 9-b6 8-644 1-1421 Plate Offsets(X,Y): (2'0-0-0,0.4-8),(4 0-0.0,0.481 / LOADING(pso SPACING 2-0-0 CSI DEFL (In) (loo) /dell PLATES GRIP TCLL AO 0 Plates Increase 1.15 TC 081 Ved(LL) 029 8/7 999 M20(20ga) 258/216 TOLL 7.0 Lumber Increase 1 15 BC 095 Ved(TL) 0 41 8!7 999i� BOLL 0.0 Reb Stress Incl YES WB 089 Florz(TL) 0 14 5 n/a BCDL 10 0 Code TPI Min Length/LL dell=240 Weight 263(lbs) li LUMBER BRACING n TOP CHORD 2 X 6 SVP N0.2 \ IOPCHORD Shea-hed or 2-8-0 on center purlln spacing BOT CHORD 2 X 4 SVP No 2 HOT CHORD 1.106-2-0,9.106.1-4,6.7.6-,1-0,5-66.3-0.8-96 1.4,7.8 6-3.0. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 8-3,2-8.84 i SLIDER Left 2 X 8 No 2 SYP 5 11.8,Right 2 X 8 No 2 SYP 5-11.8 REACTIONS (lbs/size) 1=2149/0-3.8,5=2149/0-3-8 Max Harz 1=.458(load case 2) Max Uplift 1=-535(load case 4),5=-535(load case 4) FORCES TOP CHORD 1-2m-2983,2.3=-2017,3-4=.2017,4.5=,2984 BOT CHORD 5.6=2517,6-7=2516,7-8=2516,8.9=2516,9.10=2516, 1-10=2516 WEBS 2-10=189,28=.954,3-8=4237.4.8=.954,4.6=189 i NOTES 1)This truss has been designed for the wind loads generated by 90 0 on p h winds at 25 0 feet above ground level,using 7 0 p s f top chord dead load and 10 0 p s f boltom chord dead I load,10 0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45 0 by 45 2 with exposure D i;SCE 7-93) Lumber Increase= 1 33 Plate Increase= I f, 1 33.Bath end verticals are exposed LOAD CASE(S) Standard *tE Of Nfk rO, h N W. .l�Q�•.- '' gym! co i C 1 ' NFO 0630 O SS i DEC 131996 AWARMNO-Ver(re design pama ten and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid lot use only wish Mittel,conneclovs.This design If based only upon parameters Mown,and is for an Indlvldual building component to be Installed and loaded verllcally. Appllaabinly of design parameters and proper Incaporallon of component is responsibility of building designer,-not truss designer.Bracing shown It far lateral suppaf of Individual web members only.Additional temporary bracing to Insure stability awing construction Is the lesponslblllty of the erecfo0 Additional permanent bracing of the overall structure H the lesponslelllty,of the building designer.For general guidance regarding fabrication,quality control,storage,delvesy,erection and bracing,consult OST-BS Quality Standard,099-e9 Bracing Speaigcalion,and HIS-91 MiTek� Handling Installing and timing gecommendatlon avottable from Truss Pole Innflute,583 D'Onchlo Ddve.Madison,W 153719, �lnrn TJubs typo ply Ply . I 12 R2A I IDWI- 1 i 3 UUO ;iJJRENCLM2321 1; 5A LIU. ' I1 - - ' - -- v Sep 20 1095 MiTek Industries,Inc Biu Oec 12 12 41 :10 19416 Page 1 f fi.OJ COMPONENT ti.__._ _. ._ - _—_._—.. .___ -� _-_.-- .. . 19.0.0_.__—._�____..._29_U4 ..._--" 9.00 to-0�0 1p.4rJ 9.0.0 7.3512 5x3 I 6x8 ;.�� 6x8 rn 2 i VA 1 4x4 = 4x4= 7 6 4x4= 4x4 = 5 42 6x8 -= 6x8 _ 4x12 x1i - 4 4x4= x4 24.0-0 _.3F-10:4 ... - 000 2.10-4 1-1-12 12-10.4 Plate Offsets(X,Y) (1 0-0-12,0-2.01,12.0.0-0,0.4-81,(3 0-0-0,0-2-81,(4 0.0-0,0.48)-(5 0-0-11,0.2 01_6 0 D�0 0 4 a],[7 0-0-0.0 4_8) LOADING(pso SPACING 2-0-0 CSI OEFL (in) (100) Udell PLATES GRIP TCLL 400 Plates Increase 1.15 TC 0.99 Ved(LL) 032 716 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.15 BC 0.96 Vert(TL) 0,46 716 985 BCLL 00 keg Stress Incl NO WB 041 Main Length 0/LL dell=240 09 5 Na Weight 294(lbs) SCOL 10.0 Code TPI LUMBER BRACING I TOP CHORD 2 X G SYP No.2 \ 1'OP CHORD Sheathed or 2-1-13 on center purlin spacing BOT CHORD 2 X 6 SYP No 2•ERcept' 80T CHORD 1-7 5.10-1,5.6'5-10.1,6-7 6-3A 6 7 2 X 6 SYP SS WEBS 1 Row at nndpt 2-7,6-4 21Rows al t/3 pts 7-3.3-6 WEBS 2X4SYPNo3 SLIDER Lefl2 X 6 No,2 SVP 8 5-2,Right 2 X G No 2 SYP 8 5-2 REACTIONS (lbs/size) 1-2449/0-3.8,5-2449/0-3.8 i Max Florz 1=455(toad case 3) Max UpllR 1=.646(load case 4),5=-646(load case 4) FORCES TOP CHORD 1.2=-3566,2-3=-2960,3.4=-2959,4-5=-3567 BOT CHORD 5-6=3019,6.7=2066,1-7=3018 WEBS 2-7=-726,3.7=1164,3-6=1164,4-6=•726 NOTES i 1)This truss has been designed for the wind Iczds generated by 90 0 in p h winds at 25 0 reel above ground level,using 7 G p s I top ` chord dead load and 10 0 p.s.f bottom chord dead load,10 0 miles from hurricane oceanline,on a category I enclosed building,of i dimensions 45 0 by 45.2 with exposure D(ASCE 7-93) Lumber Increase= 1.33,Plate Increase= 1 33 Both end verticals are bf NFw-y exposed i `4�Q��a w• cq °Ar LOAD CASE(5) +I 1)Lumber Increase=1.15,Plate Increase=l 15 Uniform Loads(lbs per ll) Nr• . Vert 1-2=-94.0,23=.94 0.3-4=-94 0,4.5=-94 0,5.6=-20 0,0.7=-80 0,1-7=-20 0 i a t �3 Y AROFESsioN►}' j DSC 96 . I i AWAHNINO-VerW deYign parameter and HEAD NOTES ON THIS AND RSVIBRSE'BIDE BE3+'OHE USS. Design valid lot use only with MBek conpectOlt.This design Is based only upon paramelea shown,and h for an Individual building component-nl r t be Installed and traded vertically. ApPlkgbNlly of daslpn patorrele s and Propel Incorporation of component h responslbllily of building designer-not Noss design"Bracing shown h lot lateral supPott of Individual web members only.Additional temporary bunting to Insure stability duHnp construction b the enera responslblllty of the eteCtot.Additional permanent bracing o1 the overall structure b the responsibility of the building designer.Foratlon and R 0 91 MiTek® regarding lobrksatlon,quality control,storage.depvery,erection and bracing,comull OBT•58 OualBy Standard,DBB-B9 Braclnp Bpee Handling Instaliffm and Braclrq Reaommenddanon available from hunt plate Institute.6113 Vonohb Drive,Madison,WI 53719. Ply 21 - 12 LORrNCEQ232l S414048 111ls— -1IIOWE -hl"IsTypej r3 300 s Sep 20 1995 PAN!k Industries,Inc affq 1 PD 'olviff;6JEWS 25-c-0-- 9.0 D 10-0-0 100.0 90-0 7.35 1-1 5x6-2 3 ISO M "ui 2 4 it 7 6 4x5= M= M= 4x5 7 5A 4 11 5x14 it 1-1-12 12-10-4 10-00 12.10.4 1.612 Plate Offsets(X,Y): (2 0-0-0,04131,14 M-0.0-4-8),(6 0-0 0,0-4-8],(7'0-0-0,0-48]8] LOADING(pst) SPACING 4-0.0 CS1 DEFL (in) (Ice) Men PLATES GRIP TCLL 400 Plates Increase 115 IC 094 Vert(LL) 025 7/6 999 M20(20ga) 2581216 TCDL 70 Lumber Increase 1.15 LIC 094 Vert(TL) 035 716 999 scLL 00 Rep�Stfess Inor NO WB 035 Horz(TL) 0.09 6 n1a act)l- 10.0 I Code TPI Min Length I LL den=240 Weight 271 inbs) LUMBER BRACING TOP CHORD 2 X 6 SYP No.2TOP CHORD Sheathed or 4 6-6 on center poplin spacing BOT CHORD 2 X 6 SVP No,2 ExceipP' BOT CHORD Rigid ceiling directly applied,or 10-00.00 on center bracing 6.72X6SYPNO.1D WEBS 2X4SYPNo3 OTHERS 2 X 12 OF NO2 WEDGE Left:2 X 12,Right 2 X 12 AFAOTIbhS (lbs/size) 1=459910-3.8.5=4599/0-3.8 Max Horz 1=910(load case 3) Max Uplift J=-Ijoi(load case 4).5=-1181(load case 4) FORCES TOP CHORD 1-2=.6570,2.3=-5355,3-4=.5354,4-5=.5571 i BOT CHORD 5.6=5561,6.7=3777.1J=5560 -6=2007,4-6=-1460 vi 2-7=-1460,3-7u2008,3 NOTES 1)2-ply truss to be connected together with 10d calls as follows: Top chords connected vitti-prLtow(is)at 12 soothes on center Bottom chords connected with%fowls)at 12 Inches an center. Webs connected with 1 row at 6 Inches on center 2)This truss has been designed for the wind loads generated by go 0 in p It winds at 25 0 feet above ground level,using 7 0 P a( top chord dead load and 10.0 Ps f bottom chord dead load,10.0 miles from hurricane oceardine,on a category I enclosed building,of Of NEW dimensions 45 0 by 45 2 with exposure D(ASCE 7-93) Lumber Increase= 1 33,Plate Increase= 1 33.Both end verticals are exposed, r LOAD CASE(S) 1it[ 1)Lumber Increase=11.115,Plate lncrease=l 15 Uniform Loads(1b$per ft) Vert.11-2=-188.0,2.3=-188 0,3 4z-188.0,4-5=-188.0,5.6=-40 0,6.7=-100 0,1-7=40,0 ozo DEC 131996 ii AWARNIING-V*rW dess(Srst parameters still READ 11101flitS ON THIS AND REVERSE MON BEFORE[asl tm Design valid for use only with Miles,connector,.The design Is based only upon parameters shown,and Is for an lndWuol building component to be Installed and loaded Vollicaffy. ApPlIcatiffly Of design parameters and Proper Incorporation of component h;tesponsiblilly of building deAgnel-not truss designer.Spacing shown is for lateral support of Individual web member,only.AddiflOrral temporary bracing to Insure labloy duping construction Is the if responsibility of the erector.Additional permanent biactno of the overall Structure Is the responsibility of the bulking cleslignin.For general guidance MiTek regarding fabrication,a—Ith,corrhol,storage,delivery,election and I consult COT-88 Quaffly Standard.BSO.09 facing Speoffloation,and HIB-91 Handling Installing and Spooling Isiscommonalation available from Truss Plate Institute.503 D'Ononk,Drive.violation,WI 53719. 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO=LATION LBG. [ ] FOUNDATION 2ND [ ] IN [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY REMA KS: f�Grc DATE INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE ,A CHIMNEY REMARKS: .'� �✓� G�'f9 INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST ( ] ROUGH PLBG. [ ]�UNDATION 2ND [ ] INSULATION [�] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE �� INSPECTOR M-1802 BUILDING DEPT. SPECTION Zj ZFO:ATION 1ST C ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING C ] FINAL REMARKS DATE INSPECTO M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ J INSULATION [ ] FRAMING ( ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS. DATE 7 1161 INSPECTOR Memorandum from . . . . BUILDING INSPECTORS OFFICE TOWN OF SOUTHOLD TOWN HALL, SOUTHOLD, N. Y. 11971 765.1802 o, 5 L U 73 �� THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1001093 BUREAU OF ELECTRICITY 85 JOHN STREET, NEW YORK, NY 10038 Date�" �f RCPT 26,I997 Application No.on file 13253097197 N 41570:1 i� -THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant Homed on the abode application number in rise premises of BEDELLI CMLATCS, 3622.5 MAIN ROAD, MITCHOGUE, N.Y. � in,thefollowing location; ❑ Basement NrTIC101:1'p © lst Fl. ❑ 2nd F'1. � .Section Black Lot 'was examined on MARCH 19,1997 and found to be in compliance with the National Electrical Code. FlXTURE,- ECEPtIAClES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISHWASHERS EXHAUST FANS OUTLETS INCANDESCENT FLUORESCENT OTHER AMT K W. AMI. K W AMT. KW. AMI" K.W AMT. H.P. 25 11 13 8 14 3 DRYERS ":'FURNACE MOTORS FUTURE APPLIANCE HERDERS SPECIAL REC'PT TIME CLOCKS EELL UNIT HEATERS MULTI-OUTLET DIMMERS AMT. K.W. OIG' H.P. GAS H.P. AMT. NO. A W.G. AMT. AMP. AMT AMPS TRANS. AMT H.fl SYSTEMS AMT. WAITS NO.OF FEET 2 P 1 40 SERVICE DISCONNECT NO.OF _S E __ R " "_ V_ 1 _- C ".__" E- AMT. AMP TTPE MITER 1,e'3W 1•e 3W' 3.e 3W 3 N AW NO.OF CC Cc" A.W.G. N0.OF HIA A W'G' NO.OF NEVTRAl3 A.W G. EQUIP. PER.9 Of OC.. OF HbLEG OF NEUTRAL OTHER APPARATUS; EXIT LIGHT BATTERY PACKS-3 5 TON AIR CONDITIONER-1, ELEC. ROOM HEATEMI-1 NJI, MOTOMI-F PANE'LBOARDS: 1-14 CIR. 200,1_.1 CIR. 60 G•F.C.I:-5 1.... Lmv� 'O u..y...�-. DOROSKI ELEC, INC. LIC.#22941-EGENERAL MANAGER 425 MONSELL.LANE CUTCHOGIIE, NY, 11935 Per This certificate must not be altered in any manner; return to the office of the 'Board if incorrect. Inspectors may be Identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT GE ALTERED IN ANY MANNER. I BOARD ' OF HEALTH . . . . . . . . . FORMNO. 1 3 SETS OF PLANS . . . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . f1 BUILDING DEPARTMENT CHECK` . . . . . . _ . . . . . . . . . . . . 1998 TOWN HALL SEPTIC FORM . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 (� Q TEL.: 765-1802 NOTIFY i , CALL . . . . . . . . . Examined . . ./. . . . ., 19 ./. . �i/ NA I L TO , Approved . . . :kU. l/ .! (. 944 c �C?F . . ., 1 , Permit No. . . �,y ��v��. ,y , • . . Disapproved a/c . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Building Inspector) APP CATION FOR BUILDING PERMIT Date INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public stieets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. ' c• The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building hrspector will issued a Building Pennit to the applicant. Such permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, build' g code, hou n code, and regulations, and to admit authorized inspectors on premises and in building for necessary i e Ions. yrs-e . . . . . . . . . . . . . ignature applicant, or name, if a corporation) (Mailing address of applica ) //</3 S State whether applicant is owner, lessee, 'agen , architect, engineer, general contractor, electrician, plumber or builder. . . . . . . . . . . . . . . . . .II . . . . . . . . . . . . . . .... ..-._. .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Name of owner of premises St]Y�. �kl . .�k. tJh . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Name and title of corporate officer) Builder's License No. . . . . . . . . . . . . . . . . . . . . . . . . . Plumber's License No. . . . . . . . I . . . . . . . . . . . . . . . . Electrician's License No. . . . . . . . . . . . . . . . . . . . . . . Other Trade's License No. . . . . . . . . . . . . . . . . . . . . . 1. Location of land on which proposed work will be done. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.x.22 . . . . . . . . . . . . . . . . . . 11 ). . �' . . . . . . . . . . . . . . � c�a .c�.�,.. . . . . . . . . . . . . . . . Number pp85 Street 2 H'amlet� County Tax Map No. 1000 Section . . ./.'/. . . . . . . . . . . . . . Block . . . . . . i . . . . . . . : . . . Lot . . . . . . . . . . . . . . . Subdivision . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Filed Map No. . . . . . . . . . . . . . . Lot . . . . . . . . . . . . . . . (Name) , 2; State existing use and occupancy of premises and intended use and occupancy of proposed construction: 6 a. Existing use and occupancy . . 1n(:?_,: b. Intended use and occupancy / ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . ..4.. ..Y... . . . . . . . . . . ' I 3. Nature of work check which applicable): New Building `/ . . . . . Removal • . . • • , • • ' ' ' ' ' • . Addition . . lC . . . . . . Alteration . . . . . . . . . . Repair . . . . . . . , al . . . . . , , . Demolition / Other Work , . . . . . . . . . U (Description) 4. Estimated Cost . . . leo" . ca.©. . . . . . . . . . . . . . . . . . . . . Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (to be paid on filing this application) S. If arae number of cars g Pits . . . . .'-, , , , , , Number of dwelling units on each floor . . . . . . . garage, i. .-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . If dwelling, number of dwelling u 6. If business commercial or mixed ',occupancy, specify nature and extent oGeach type of t�s�5�r mAr17,�1?zl c�- 7. Dimensions of existing structures if any: Front . . . . .%O. . . . , . . . Rear, . . , ,`jp, (, • , , , , Depth �, �`1,,�', Height AP.. . . . . . . . Number of Stories . . . . . . . . I. . . . . . . . . . . . . . . . . . . Dimensions of same structure will, alterations or additions: Front , . Zad' , , , , , , Rear ./ . /26 8. Dimensions of entire new construction:Numb Height , . . . . ....Q;... . . . . .. : . , Number . . Stories . .D. ,pth ✓. , . Depth . . . p� . . . . . . . , , . , Front . . . . . . . . . . . . . . . Rear . . e • � �--• • • • � • • • � Height . . . . Number of Stories . rr 9. Size of lot: Front . . .� <.7.35', . . . . . ..: . . Rear , , . . . ' ' ' . ,� . . : . . Depth . ../QQ. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10. Date of Purchase . , . 13<66 . . . , , , , , , Name of Former Owner . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11. Zone or use district in which premises are situated , ,ACr, , , , , , , , , , , , , , , , • • • , , 12. Does proposed construction violate any zoning law, ordinance or regulation: . . .Y1,o. . . . . . . . . . . . . . . . . . . . . . . . . 13. Will lot be regraded . . . . ,ra q , , , , , , , , , , , , , , Will excess fill be removed from premises: Yes a 14. Name of Owner of premisesJob#(kr , 0-5 �1E P'5; . y : 76 7 /� Address�22$�/�n�'c/ (�l{{rp��, phone No. Name of Architect trh(`+p�JS�. �ha�D/72�rt<° , , Address 4436 f�nk CII,�F�4�Phone No. 15. Is e of Contractor property within O{ f»/Yt�'r�, , , " • Address . . . . . . . . . . . . . . . . . . . Ph o e No. Name of Contractor o, G � y P feet of a tidal wetland? *Yes. . . . . . . o " " " " " ; If es Southold Town Trustees Permit may, be required. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and.indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. Sa-- '5/le- Rs l ;TATE OF NEW YOR , 'OUNTY OF . . . .�/� � S.S ' y. . . . . . , . , ,'E�n�<F.,n/ , , , being duly sworn, deposes and says that he is the applicant 1l c S T� (Name of individual signing Contract) bove named, le is the . . . . . . . ��fiTC T. . 'I . . . . . . . :. . . . . . . . . : . . . . . . . (Contractor, agent, corporate officer, etc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this ;)plication; that all statements container,, in this application are true to the best of his knowledge and belief;and that the or•k will be performed in the manner setforthin the application filed therewith. worn to before me this} f^% . . , . . .day of. . . . . . . . . .. 199,6 'otary Public, . �Y7 � a. . oa f- 'C&� LINA MMSICH Nmery Pd*.Mote o1 New York No.490M,$"County (Signature of applicant) Term Expires Seq.3,19_2,7 i i�^ADt Fv< I mm1 i- 1 4 • ,, � I LL ,mo}} s _ AT I r,-U I cC,:c1.1E K45'11';t3 E. - - 34u.� —'', OWN OV '- �• 1Ta-+CLL tv ' j ' I y' f 71� _ �yy� ,�y HtIF. PA15_ I o r z Or` o. L ' Da / I WINERY I r I r I I PLD02 CL, � rJ ry. 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F•• I Cq REEfJ PATINr, RIN16N 4 MIL, �,ya f�br� �or✓IPACrEo +� � N (A ' Zx4 JOIST Ir4 FAsG1,^ au PJ C7Qf.D1r y, Z :� BLOcIt INCq ztg o :b,2i" W/'3o"SPLIoE 2+ In 'FRT H IM ' TYFI G.•�.L E.K ISar Z J 0 FIOo hE AI COVE ':rte - -" - �S m 3z" I.-I/Iz° 1J4 of--aft YSToNL 0 / ,_ "' ',,ate 1j ; ` 3 " ',{ '` FO JN Do TION PZJ 6/4'I. TrK slraN pLye2D I fPF I �.tA+ AgAINSTISTNe, JELL 1'a \ ✓LU RRIGrIJE ` + ` " fr t N "I�' f t , h "• \\I V4'I -r4K TELd PERED Cµ+�% GLIPS et �I I+,(6111 k„� �E•'I o1� , FO -.1 N 0P-r 1OrJ � ,.JINOOW - I?h6T, AF-Sr Q PLATE 2 5 FZISF R- 06U ELEVATION PROVIDE, I.OLIVeP- ` - lb'( WE�,g HPRTL 2-do " tT Z o � - �1/z">< {'h" TRIrA GLITTER oN r - cEIL ,NIGa } LsWrelmIO1 d ¢ B173 R (V �e~�IH�) m N X k., �IOTmL . F- J 4' Q 'I APPL16D ASTRAGAL r' '"'"1 - Db IJGT Q Z (o � '. 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GLI F'bLA,II•J 6E�IOIJQ � � �"`"� /Z TFaiL •'L`(I,J DOD L`f'YJEY�fP IJoTl oNSITE oR IN s,JOP- J' TI ExT asBENIwLE cUf'oL �, 1nb85CT1otYS, b CIRADE � FAci-4 FIPV>✓P-c�qLABS FADED ' olq ROOF, - pROV10E olocl�lNct IN 1'�L�Y I.JOOP :,.'_, - ca Yf-5UhA SNE,-7II-4lNG1 , FIIz iTYPO-: ^ x" `^ ¢ ' - ROOD BTRUGT�JIem AS FL QU ¢u'D II :E - o no x J 1 TI-11�• R Iy I D II•ISUL.ATI O NI o � \ • GIJ I�OL� 1=1--'G`/�.Tl ol�l / �S EGT I © 1�1 A6PNA LT BNINGyLG {2DOFII.fCq , GLA80 " A ° w � . G � 3 - I Co" TN K• cOQc,, QL•APS GN 30 ' P,�i11LpwCT PAPGI2 r < z N , , L`. 11 _ 11 _ Q „ --- --' - - W,/ ��ri �o*'4/r41J,1•J,M� � w . " - 2�c> --�.',:• F! FINIsH PRE1.ilANLJ ca c71J I'i Elm TRLJes ` � � � 1 W/cSMcnT - P-E PJAR �,,,,.,:" " TN K• cosicX='TE pLCOG K- To ¢ H UNDER8IDI� OF r1pOF N Fil,4iI D IN OCR 2 �. , • �� a lj ELI-V, I LAVEFL 5/g" TrI K• FI FVGt2.CY L.485 o F`Ac,GL7 Ca -rer*E SNEATHINCT STEIVII.JALL " " j 'Y t 3�i. 7L ' 8 F1RE S'�P, TYPE ' h a al' ID INSIJL.ATIoN MET,•kL BLOr�It INCq /a" r 1(a" i ,D• 24" WIDE FROnA 1E OF yfAA, :t - LID 4ev O. G. . + • .1 ',' : FOUNQATION y'�P . ST " � 17o1J Pj LF, O CoR1JERS � � WALL FAUR-RIGnNE GLI( ALIJMINI.-I WI F,vBGIA � �F� �p ' STIJGco r, �4'I TNIL Co Mp/,GTED Top LINTT✓L PJ4,OC�ht � �' � �o" NEIG�I-•IT d'• s�'FFIT 'yt � .° ?- � FliJlfjl-1 SAND R7A8E Irl /Z - 4 R.EP.IAIZ 1XI oN 5/6""� GYI , SUIs.�•Te-11NC� 2 z - ,a I FJOP•12oNTAL " '+�� 7953-1 +114 IL VAPoR CFtDC pARRICf� 5!8'' F'L,YWeoD � C ALUMIN LJM LJTTE'd2 +Li ILINCy Y „ Poj tNo: 9514 ' �; cm NIPAcTErD ;� 12 rlON, SUIbGZRAVE/� 2s} " Drawn lie 2" TIJ K- RI ID /2" A, P.7, - 12" y` L'IT G LEIJ NT ® if 8' m•O, ,, 5/�I ,• LS F Rlezc- w, 'Y IN9JL�NTIDIJ 2,¢"I-IIC.�h) 4 I�ARf� �,4 TTEtJ sIDINCa ON Checked By: rI' MINIMUM - 12" P. ELCWA Iw3 FUt2 F'IR�. I�-IAL. . v� , �t1NCa t° 2'-O" o.c., oNt Ca RADE le"' T-Wv- C01JGR.GTa \ , °TY VEIL oN cMLJ WA•L.L Date: Ip/30/qy � � f3LDGIL I+JALL �\_� TCI F Lh6 1J Ci Scale: *15 MoTED u S T1.41OoNcRGTC A$91 o 1i21101o r Itl K - FOUINDATIOIN :4r2olJT GCLL.� S7LIP \, .y F Ca 5/� TN G7R qR, PLY W O Sheet Title: 1 , sNt..oTrIINC; s/�;' T�+� P1r�E rieTrRo ,Nr WALL TREATED FLY hIOo a� ' A �`\ 1 LAYERS 6iC,"TNr� xSECTIONS 12u Deep 2fI 11Db c, 210 DETAILSn (L 1 _ k � Sr+EATHIw14.FIRE rooTlN� 6TDP �� Qj I've Sheet No; c + 2 4 STIJDWA.L-L rJ/ /i' P_:rr. 1D 6+IE.ITaI� r3UILT oN ExIaTNca R.00F .jo Y NI r _ SITE DATA b� 7/910 ' _ r.�GvEwPMeI_IT RIGNT6 SoI.,.D ' SCTM # 1000-97-1-25 1 1000-85-2-10,3, 1000-85-2-10 2 8�28/�(a• 31 0 III ADDRESS 'PROPERTY:' CUTC OGUE, NY 11935 . \ ErmyG of viNGYA12o �,_ . �- • --_ _ _ _ _ _ - _ _ _ _ t✓ Z , boLJI-ID��`II' OWNER: JOHN C. & SUSAN BEDELL 1 \ CHANGES) + 36225 MAIN ROAD `�`� olrl T�0 � CUTCHOGUE, NY 11935 yY L� Nti 4 J U 1 Z Tel # (516) 734-7537 OTE � / \ 3I DEVELoph,'IENT RI HT �iJTA�T U 1 I 17DdtNdliBrf \ \ _ -------- -- -- - ---- - - , f-loI.IEY loc J � DJ � Z I!J IVo JiPPRovRL FoR 1 \ 1 z - 3 SURVEYOR. —rut 41c W f77�riT \ \ �S;D� 1 ExIBr,N --a` �a Z'/ e l 5 APPucnr,ea \ \ ( uy, 1 1 roREE 4 / hl.n1 NIN x-r � `\ ~L �� i 3 J � ( Roderick Van Tuyl P�a \ \ 1 aE � s' i, / �\ i 0 IW 7u IJ Q Greenport, N.Y. 11944 ReL ,,Ep ' hNc. xR +•. ' \ "F ° ' i7 Z t9 U `✓ License # LS 25626 R. Dated: 1/30/88 Y < 101{1 O - ZONING: A-C \ 1 Itl �'1 . \ �inVlly MD" ,�. '- ' •y 31 I DIST r�lJ51NE�—Fv I Eee123TINCq • � \ I F wlw e _ _ _ _ I SiGNINFxiST ^� 19 1 \ ouerc,rl ie �evt •� '- - •R-----_ µ_p, ,Z- ��..`,`,TION N 1 _Z t� I SITE: 4942 Acres / 2,152,735 sq ft 0) wI, f ��+ J..rz1=npW� t -�^-'-„� u� 4 �- '�1�� AREA Z strt •I Ho�Y Esc 1 BUILDING: Total: 10,343 so ft fn hL�p�-r•� 24n 'Z•4" NT, Q p 1 >^'F4_ i o,c. � Z Q J f� AREA Existing: Z J LC1LCWr� '�y i i _ 0 Winery: 5,110 sf 1 - LX P: t �- I ^ 1 N Residence: 1,624 sf Hassesso �eeoYv��E,�A �, Se `T TP<w IN I ' I Storage Shed: 163 sf 0 ' ' I a10 a `, L.v 6IDwe1y . --!t- Addition. W ••y• `�•. i, { • Vehicle Storage 1,155 sf Q I a i i F TL% -r a.+3, *. i I ' ��\ . \�� ` / "� `b Case Storage. 2,291 sf _ O I t I corJ IE2- a3.6 .7- / -. i \\� � �\ �p�,jt h � r '• , _O fall \ � \ p °2S Q ? p \\ '.�J O r.sifts — : r, v ° dru _ Z •r, - t i l+n ,\,�,\\ "� \. I � ° el x- U COVERAGE e , " _ R u 0 48/e actual / 20 /e max it) AUr� y � 1. ' ,/ Qt t 1 7 �- -- i PITcrI �`, \• �:Q'L 13a•lJ rc _ _ _— nLl Q 7 NOTES: Elevations shown are based assesseal G• 0 - - -- --- -- --`� •1 on Suffolk Count Department Q Ml 0rkRKI,N - / t , , , i .m ` 1 I F y p EX,5r Is ep4 - - + m I^ • i ,� I ti of Public Works Aerial Survey ° '•. • ` , - • 'C� Erie TING ,' ' r' N� N N Public water Is not available ' t ' T E,Gs O TQ within 500 ft of the property Lel 1�� bbl_ ilg Bio---- I - y I ., t - - - I -VV--�. Z dJ The locations of wells and ST Q, '`11�a t ><t rI - - ", I' -� �.a�-L�� - .17 _ a. PcR vT Fid d �i fp r,'�.�•.�!{;, •—nom - HI,, cesspools shown hereon are Ill FF9 uNp E* µ•IQ ; RE - •+ rr, INC I I ° 1Y�t-^ P � 11 \ t rqz INE " rw / p I4 a, , • oma,\, _ Y I o N n h 15 from field observations and or I Y �, y \I\ ? \ e \\ ;�'qk"r �I " ' I' '=><ISTiNG • - �G LEfp p �•u• r7clsrl - Z Z d I 2 data from data obtained 1 O tiiaic,•IP E!F- WII N� - WE,L`NC' it - 3 p. 0 rl wnU� 1 5 5 U ?4!!ka IILL Iz.r.n•fp ,z 0 �`v'"�-� - ,—� I -� r(t Q dt G U ( o a7Q from others � r $ r ID. IeAA r ,t 1-V a , - .L• R, w.r,. J M __ EI`•lovcu _ l r W -9F PARKING CALCULATIONS: 1 5 O Exmr nl..�.. IoA�N T J 0 I 7Ull �rrF,xTURE _ d3a u+•o,Ny - _ R /cr _ } I Existing Residence: 2 per residence = 2 spaces 2Eq:' _ IoM • Z- Ii•a �"rC''c"Td ° Existing Storage Sheds 163 sf @ 1 per 1000 sf = 0,16 spaces Exist W Ing Winery: Offices: 377 sf @ 1 per 100 sf - 3.77 spaces E><iST,rJ 33' P �. - � L-ocusT (Y _ Tasting room: 651 sf @ 1 per 200 sf = 3.25 spaces C �' •''c' + t rte. �''u• ��x16TIN _ Fermentation; 2,775 sf @ 1 per 500 sf = 5 55 spaces ST \� IV DEN s, r— __ .i . I t. G P E 7- POL LP0 O - ' �N'r �— S•AtJITq til Storage: 747 sf 1 per 1000 sf = 0.74 spaces k y BANSrrn }�.. i / I `gY8 9 @ ' P It Garage/Repair. 427 sf @ 1 per 200 sf = 2 1 spaces Qr / // \ BL�r �r_P L� - _ _ tx B°N 4 utioER 4RouNp/ 01- Mechanical: 133 sf @ 1 per 1000 sf = 0.13 spaces 7 �T J II Ta ISL K- - ! -Ip p e I- - `r - I ��LL7{r� Proposed Addition ,Fh IbV I 6 ,n Q • S c �CIS� Nq 1 , HOLE 4 RElocy-I-- E° I ! Id Case Storage 2,291 sf @ 1 per 1000 sf = 2 29 spaces � -SAH Q'•NI- C r IRaoeo,rEM�'1L�0J 8 T 6 TT EI"' cNTR S TEn.f --Lai ILS --��'-�'vr yn ,- i // 111�'r'1 Vehicle Storage: 1,155 sf @ 1 per 1000 sf = 1.15 spaces J � . G ,w '�F+ Ls 9,�L IA, ,. TaN , rY �Fr I scT- �„� __ TOTAL PARKING SPACES REQUIRED: 2117 / 22 SPACES ! _ PC la- wlXi ^eFT CL,P) -NEW LF�cHE FT LIQWI-:1 KCS�7� r i..�'�� c aeeNlA>Is NlraH l- ep-r INKY r-enL� °er-TH 2 p cERTIF T b �I E o DIAk f 12. wr LP I �� i TOTAL PARKING SPACES PROVIDED: 26 SPACES T, Aferco 1Ea BY: NLY 1 1 \ I l r u a PAK R'••I4E eOZp 0 o l \\ m r I i ncluding 2 handicapped parking spaces 1; o Q laf EK 1132TrIT G t \ • 1 i 1, i G \ l pp � EkICJINI cA IJ.Y. 11952 L 1 L Lra W N I I r ' IJ a �fsTN� sti,��ITY: �� I F \ hi Q TRUCK PARKING & LOADING: L�wI N� ec 1. 7-\ R?Ncy II i / \ ' ii 0 1 LOADING BERTHS' 1 Provided / 1 Required Q 7 J �I%TI 2 LLIREI7 5- L ' `\ TI at 1 pt �I 6�'sTEM , �' Z sF, -� , m < 11 I For drainage and sanitary calculations see sheet # 2 O Ig Mo TY In b42119AKslo LL 1 yJrl TI-I.ti,4 THE yy� I" "Icl••I - - �`r'�O•'J131p FN 1 1 RE D It t1 / �\ \ 'j I-� ! i3ti In care of industrial bulldingii,the foikwing etetament must be shown on vour plane and started by the owner of the helms p I N v •'Pursuant to suronat county 9anbety code Atheist 7 And 12,I, KIP 9ECIELL E OF NE's Q 1 1 III 1 r hereby mriiry that there will not be shy Inddetdal waste or other nen-HnNery Waster dlechatged from the bulidin(1 end them Will \ < t \ I ! ;1 I y be no toxic or hazardous mahrists elomd It the Age unless epeciho mirmMs or exemptions Are granted to these Ankles. y • ST F, O,p •A C rye lw•' `� I \t (P � m \t I 1 1 � ,� I 1. li FacllltyowneYr9lgnatur 10-�-96 * � SUFFOLK COUNTY DEPARTMENT OF HEALTH SEIKYIC% "I full ',�'• t O D Q I 11 '1 APPROVED FOR ':ONSTRUCTICN ONLY - - - - /� ` PRoPER7Y LVt`IE N '�r. ' It it I rolect 9x19 i - LlER-rJAL- fb0 NDKZ•Y LItJ6 ' /j ` _ -- -- p NS. RET. N0. �� '- �1�p,L(ILl 3 pLDW a j IL ij- r q,U' Drawn By: u-r \ N .S4 07 20 Lam! 2(,0. 00 I TYPE 2b L l j W IIj This approval is gran for the canstructien of the sanitary � Checked By: N S 1s \ / I I ] n - disposal and Water suppi, (dr.14ties pursuant to Articles VO and ` ' i I i 1 pf III` SUNIk County Sanitary."..nate and is nut an expressed Date: C,/7/9G. I nor Implied approval to Ciscitxrge\from or occupy the _ Ev. 31,o TAk I`d p,P sk loco �I'7 - I - 22 on I structure(s) shoran. THIS APPROVAL EXPIRES TWO (2)YEARS OIL 'r`f IAF G'iI2AC,tD IJI � 4 I'rilcE /� - . O.S' P+oX �.Cp A RD IJrV 2'> m m f9�t�+ THE DATE BELOW. Scale: pI . 7.o'-Cu f1A 320i,4W ((\ 1 O D uLrJi�r�-T' NY� ii Q � DATE IGNF I1RE Sheet Title: 2 s' W NOFWALA�PgpYly, m / NOTE: INTERNAL E16UNDARY LINES FO LB aRc -,.; ,� J N Internal boundary lines are shown for the 4 N�YA-BnfMMIQ WJiY(M� SITE FINE To purposes of denotating areas allowed for PLA 1 development, as approved by the � N°' �' Nc FDOJ� �Jat Pr'fY�H'Tr ono -- F - Q -- Suffolk County Development Rights Program. W "t These lines are for reference only and are oOL 7 NaArEz y o PARTIAL ENLARGED not to be construed as separate property _ p APPROVED BY 4 lines or a subdivision. pl �� - cc SITE PLAN IP m PLANNING BOARD sheet No: FOL1 . . r 76 HOLE bY : 1 I . . �s'••L� gcoe�leNCE � v rowN of souTHOLD r,, erL;>` leo fiO LJrb+d71_D I`I,Y. II971 �. SCALE 1" = 210•-- 0" o 'e 3S Se t ��TEI �i17/9ro OCT 211996 SEE SHEET 2 F•OR COMPLETE SITE PLAN 1 I I Ir OCT zllM A Y • _ I , X DRAINAGE CALCULATIONS: 7/zz/9re i Building: 8/ 7 /9G A Area x Rainfall x Runoff Factor 8128184 '° / •a i 3160 sf x 2/12 x 1.0 = 526 8 cf VV / g sKu e Use: 211 •; - cse Pr) 10'-0" dia x T-8" Solid Dome = 108.7 cf. 1V, a 10'-0" dia. x 9'-0" Storm Drain Ring = 615.8 cf. ZONING AC 1 � ' TOTAL = 724.5 cf 724 5 cf, provided > 526 8 cf, required �., .._.__ I„ `'• Y J ' / _ 'I 114 O p B. Area x Rainfall x Runoff Factor _k .-_ - .3S 'Gtp" Ls NiR• v 7= S"a¢P 13' r, f3. `..4 fF . 5 54"O S'eo'E h', 1 1645 sf. x 2/12 x 1 0 = 274.8 cf. riA•S fc I t2 , bo `.n S4°'�I sd �F� ' IQ° E:' �•'i \�•.\ •'h2'�� \� - \ \ lrse 3! \4 Use: ,�'' _ \• \�' T S\fa �p3' ® 10'-0" dia. x T-8„ Solid Dome = 108 7 cf, �� - \, A ��1. ., ki'<TM'•i� �?•Pv. v "t` .� v :, ej 10'-0" dia. x T-0" Storm Drain Ring 205.3 cf. T. 7 ® TOTAL 314 cf, r \ IWI ,, &67 - S Fol. ITS _ 314 cf. provided 2748 cf required C. Area x Rainfall x Runoff Factor ry r 8s G sNEiET Z 2972 sf. x 2/12 x 1.0 = 495.4 cf N '0 ` * \ ONhy iup v�wnY ' ,v �� :� "yn ` •Y . v > > -k` . V"\� ` i m 1" n,y,�� tisl �' ` , r4 Use U) 10'-0 dia. x T-6" Solid Dome = 108.7 cf Z 10'-0" dia. x 6-0" Storm Dram Ring = 410.6 cf. O \; �� /y ' TOTAL 519.3 d. H ,a.51.`70 \. \, V-'r \ ` . ,` v \ \: v .\ � , ..\\\\\ \ v i l•�C�L T 519.3 cf. provided > 495.4 cf required NOTE: INTERNAL BOUNDARY LINES _ Internal boundary lines are shown for D. Area x Rainfall x Runoff Factor Q - _ F64,go --ejl ` �� 1274 sf. x 2/12 x 1.0 = 212.4 cf. \ _ E / ® purposes of denotating areas allowed for 05 V ZONING AC� \ C T / development, as approved by the Use: U) ° _ Suffolk County Development Rights Prograrn. 8'-0" dia. x 2'-9° Solid Dome 54 2 cf. Z These lines are for reference only and are 8'-0" dia. x 4'-0" Storm Drain Ring = 168.9 cf. D1 not to be construed as separate property TOTAL = 223.1 cf. 1- +- _ �',' , I f V `� �-� � _�� C V / lines or a subdivision. 223.1 cf. provided > 2124 cf. required ; -- j,' l ttS \ -- _ - f i - �\ (5e ►TMJ BRIDGE LANE N� 1 1 1 I llE E. Area x Rainfall x Runoff Factor W W \ /• �° 1260 sf. x 2/12 x 0.9 = 189 cf Use 7 iT e= 8'-0" dia x 2'-9" Solid Dome = 54.2 cf 8'-0" dia. x T-6" Storm Drain Ring = 147.8 cf. WL TOTAL = 202 cf Q ADJACENT PROPERTY OWNERS KEY MAP 202 cf provided > 189cf. regwred U SCALE: 1" = 200' - 0" o ioe megoD KEY TAX MAP # OWNER USE F Area x Rainfall x Runoff Factor A 097-1-22 Joseph P. Szymanowski Residential B 097-1-21 Richard E. McNish & Wife Residential 3150 sf x 2/12 x 0 9 = 475 5 cf. C 097-1-20 Marion A. Terry Residential APEA # I - SCTM# 1000 97-1-25 1 ,1. Residential AREA #2 - SCTM# 10' 0" dia. x 3'-8" Solid Dome 1000-85-2-10.3 Use - 108 7 cf - D 097-1-19 Cheri Batson AREA 113 - SCTM# 1000-85-2-10.2 E 097-1-18 Charles Cartsebs & Wife Agricultural 2 10'-0" dia x T-0" Storm Drain Ring = 410.6 cf. �?�''.• [ G 085-2-12.2 Hilda Jiminez Residential TOTAL 518 13 H .085-2-12.3 Anthony C. Sturcken & Wife Residential I B cf provided > 475 cf recoiled - 1 085-2-11.3 Joseph Reilly Agricultural J 097-3-1 Joseph T. Macan Jr & Alexandra Residential _ K 097-3-2 John G. Bailey & Wife Residential Z L 097-3-3 William Midgley Storage M 097-3-4 Helen Z. Rogers Residential N ¢ • a N 097-3-5 Doris B. Richmond Residential O 097-3-6 William Midgley Jr & Wife Residential C c = P 09.7-3-7 William Bauer Residential w J t SANITARY SYSTEM s LL O 097-3-8 Chem Nanninga Residential w x R 97-3-9 Isabel Ross Residential HYDROLOGIC ZONE: IV - 300 gpd/Acre _ S 97-3-911 6 Isabel Nico Realty Corp. Go Richard J Russell Vacant ALLOWABLE SEWAGE FLOW: 300 gpd X 49.42 = 14,826 gpd g w • n ^, T 97-2-1 Saeed & Maria Hashemi-Davani Residential ~ U 97-2-23 Paul & Cheryl Vivano Residential SEWAGE DESIGN FLOW: Q � ' '7Residential V 97-2-2 Edward & Denise Zuhoski 1. Proposed Addition 137 8 gpd N V Case & Vehicle Storage (0,04 gpd/sq 0.04 gpd X 3446 sf = 137 8 gpd 2. Existing Winery Offices (0.06 gpd/sf) 22 6 gpd 0.06 gpd X 377 sf = 22 6 gpd -,-- - SUFFULA COUNTY _---..- Sales / Tasting Room (0 10 gpd/sf85 1 gpd hEOSS TNFh /D_T ' SERVICES 0.10 gpd X 651 sf = 65.1 gpd APFR VOEU FOR ;UNSTRUCTION ONLY V �; .c ��„l"•, - N.S. REF. NQ �0FLOW 3` Fermentation (0 04 gpd/sf) 111 gpd y i •�'�:' •\ P-1 TYPE gr_ U, 0.04 gpd X 2775 sf = 111 gpd c 017953-1 v r •,.y , v E CONIC - This approval is grant far the construction of the sanita Storage (0.04 gpd/sf) 29 9 gpd \11'i� PI r aciliues p;irsuant to Articles vDand 0.04 gpd X 747 sf = 29 9 gpd disposal and realer su A r h , cseT,aoN FNASE AND 7 of thr sunolk couniv Samtary rade aind is not an ex rFssed 1195p crnEnmuFAD[ - nor implied approval to tliscimrge from or Occup - O E HIS APPROVAL EMPIRES TWO(2)YEARS Repair Shop (0 04 gpd/sf) 17 1 gpd Project 9 ly _ structure 5i shoran f F HE DATE DELOW. 0.04 gpd X 427 sf = 17 1 gpd L FINISHED GRADE 1 0� II;. . �,,, �, • o[.zn2 9q, � ;Lo.,,.. Drawn By: u-r �•--,� SIiG AT 1 Mechanical Room (0.04 gpd/sf) 5 3 gpd 14• DATE 81TE-=-��, 0.04 gpd X 133 sf = 5 3 gpd Checked By: IIs N0FK4LAPPa0VALVV[jN U]' EAST I= - '" -`�" py Total Site Sewage Design Flow. 388.8 qod Date: G ?G CUTCHOGUE r1Ie�•' MNPPCW�IA00 c0M AL�r '� 4, t cQ1NlDIr.FR 1/A•Fcll FT. i aFM A'A C4H Sb0 Pic DA � / •/ / ,j cwrrwuxr.rncHm vs•xB er. Nu FucD �2rVri,Lp..no,., SANITARY SYSTEM REQUIREMENTS Scale: r+arY�C� Total sewage design flow = 388.8 gpd p Septic Tank: 388.8 x 2 day = 777.6 gpd - •. ' p� - , �.�-, b �i � � Sheet Title: Existing Septic w' 9 - P � @ 2000 gal \ fir, .,.• .,' Leacning pool area required for sewage system, I '�""'F�c=_r �• �„_L� �� •��-��= � �- +A = 338 8 gpd / 1.5 = 259.2 sf SITE Existing - 3 - 8' dia.x 8' ht Leaching Pools = 601 2 sf PLAN u> l WASTE WATER PROCESSING 1 Fermentation - washdown of tanks 250 d ' A•- Rn 2. Crushingof grapes 200 gpd 444HOG 9 P 9P 7 ti,.r•} ECF _ - Leaching pool area required equired for waste5rocessing ater processing, Sheet No: t .:.mow... LOCATION MAP = 450 gpd / 1.5 = 30eac SETTLEMENT TANK , NIS Provide 1- 8' dia x 12' ht Leaching Pools = 300.6 sf Provide settlement tank (similar to grease trap) for NOTECEL4N (;E(S} waste water treatment, use 8' dia x 5' liquid depth2 trI,, 'M E,+cP,A.NaioN cam•.RAcI'rir of 64,wl-roaRY sYSTE.t+I +, M` E>< IeTii.i4 sY3TEM I.EhcrlH�y F�L_ �•RFsc= bol,2s REdSUiREP LEysG.H IN Ca fZYJL �+.IZEr+ a 259,2 SF ' � FxIs1'[N4 &'t--TEM E><PP•N91cDt4 ca.P>•G.it`f is 34•2. sF. .j tiWr1icH Is IrrORE -THAW THE RFA4J12EP 3LYa Escpwnlfc, 7— --77- 7—'r 7777"`�. 717 T 7- IP, SITE D TA RIGI-11I Soap SCTIM N I 1000-97-1-25.1 1000-85-2-10.3, 1000-85-2-10.2 0 PROPERTY: 36225 MAIN ROAD 0 ADDRESS CUTCHOGUE, NY 11935 LI 0 :1 OWNER: JOHN C. & SUSAN BEDELL V- / LAWN36225 MAIN ROAD 7 IN, 0?/,) 0 r,kQ , Opw2w� I laIGI.4"Ill" U1 CUTCHOGUE, NY 11935 -- - ----- -- -- - ---- -Y 2 Tel # (516) 734-7637 L - 1 11 T AVA U L re sa Roderick Va -TI SURVEYOR: N, 11 q I 'to �I5 ILL -$-& � ILI( I Tuyl -M ff C04ft- ♦ 116 Greenport, N.Y. 11944 License # LS 25626 TA fc A U Is ly Dated: 1/30/86 Ij A to ZONING: A-C 0 . IIj F'r CIO ILI I z 0 a) I SITE: A illk�LT,�,r' BPR Lu 49.42 Acres 2,152,735 sq. ft. a) -) 1- 1 AREA z a No . . va 11 Sri LY V 14 (51 2,41 BUILDING: Total: 10,343 sq. ft. t N, _j 0 AREA Existing: X11I AI L-6N SICK .7 0 Winery: 5,110 sf �T LC, IRlyr Residence: 1,624 sf I, III LIT Storage Shed: 163 sf Addition: W Case Storage: 2,291 sf < W TO Vehicle Storage: 1,155 af A. Ali al IVF_ cz.aiir) Jr LOT : 0.48% actual 20 % max k, COVERAGE z h), - 4 fit 0 P, INN NOTES: Elevations shown are based F- IT on Suffolk County Department EI, I i Of Public Works Aerial Survey. > r six, 1p�Ng dr Public water is not available 0 L within 500 ft of the property. Tit to Lu 4 Ir I U. - V4' V, L) a'4 , The locations of wells and I /I 1 .1 W I QIF F-.\ cesspools shown hereon are from field Observations and Or %'rlt4qr 49 z OL ^I data frorril obtained from others. Ek ter. IT T� q 01-Acle Nrew 1`4 P. IILeIrISID N W :11 PARKING CALCULATIONS: r t+ Ow 3_ Existing Residence: 2 per residence L I, 2 spaces ZO -)a 21 Existing Storage Sheds: 163 sf 1 per 1000 SIT 0.16 spaces I Existing Winery: Ell as" 0 I P. . Offices: 377 sf C I per 100 all= 3,77 spaces ,IT Lit 01 F4 :-rl;, Ness, I Tasting room: 651 sf Q 1 per 200 sf = 0 N\ —IIIIIIx I,IN( 3.. 5'ly ILIF�fpl._ ->4'- 01 ;ir speeds INN, Fermentation: 2,776 sf @ 1 per 500 sf 5.56 spaces ItA SQFMX* MIT)"Ify DEPAR001111'Of KALIN SMM IL Storage: 747 sf @ I per 1000 sf 0.74 '.1)INSfiftICTION ONLy 'k Garage/Repair! 427 sf CA Per 200�St. N r=kj UN 2.13. '07 "4<C co—u--Ato Kim b laj Mechanical: 133 sf 1 per 1000 sf 0.13 spaces II AW NO. 1k1 1,141 'I� ED) LITILi IINq SA k4over, TVPE 4 Proposed Addition: 6EPTIn -A NJ17I o 11115 approval,is granted to, elle jolstfKtibri 4 Case Storage: 2,291 sf @ 1 per'1000 sf = 2.29 spaces 'r zy57EM_11`II IS7E 17 NINK csr) 1. 2000 _7 IT the saitill Pr-r 'S = PSN , 1114,16 water swPIA facitirlps purioat tovAL Ve and, Vehicle Storage: 1,155 sf @ 1 per 11000 sf = 1.16 spaces rec:�"% CI q^L' cl J'A 7.,Nd 5-1n�,Lvz,177 L Se.-T. I At III, Wirth cGoniv calliI r, L L-T� do end is not 0 Cap LjQLjjrj P from ISAI,= " --P7H ro 40( 10191-d Ill to o Vi%p-.rErb oIr Ni}" m 0. N TOTAL PARKING SPACES REQUIRED: 21,17 22 SPACES Irql-4 -;I + �7 �IEFRTII=te P-J-111I �I Of^ X struct4rersi shul,a. [HIS APPHOVAL _y LC, U F) lz iq CLP) I EVIM Z M 1H$,DATE dEtow PI It In NAI j i (e) TOTAL PARKING SPACES PROVIDED: 26 SPACES 4 4 _,` It 1) 70 h4a V IN N _g , 7, rr "k, 17LI I including 2 handicapped parking spaces WILL it � �0 III L L AFMWAL"" I L I < I I -kc, -1 c. _j 1`F F it, TRUCK PARKING & LOADING: J�FIVI SI 9EML.LIjze4-., *PrAWft$yWAW0WAW4W,, LOADING•BERTHS: _N if'_ I' f) 1 1 Provided I I Required -iE�A - a%q -0 A) JI PpcsPI ; M09LE ©P� LI4 2. 54w 1510KIIHl For drainage and sanitary calculations see sheet # 2 006 Ir-P-4 L In III at Induoldid birlishilb,III I it Vr I blWho alittifoarri an Val Otani arad.filisild bi�ft ssItI fiaffiv: J, if f� *Pumuontt-9uffolkCoUnty$JAIMIJLbbd&AMJ$Ltiflai�'Ll. fillophisilLL 1111i Illof there Will 1I st aftly jaiddiall L i�: I L or be no toxic or holoxidus wistlial 6 "al at Alit Ad"Itnal"It"diaol"I II ill biffitille&ftd ifflatia Wra (P h.raby cc Uh*u 11061111,0111111,1111,11111 Ifibut At"&. 10 Facility o"I "A R- and "T, IT Mr lao 4rJr.>fz1r L-ti-I kx Li r4 S IT , - L I I - I . i act NrIT IN L ILL 07' Zc" W L.O. 00 ll S". AI 't, .1 ...... Drawn By, it DIMENSION E TABLE DWC, NO. T-1 EXISTING OIRIVEWY� Chaoked By U FULL HEIGHT NORMAL SIDEWALK tL.1%r 11 Date: OL e4eAC4cDtIIII II PMIr_F_ CURB ELEVATION Scalir. jll 00 poll /FT� 7 IL-TL OL '71�T. W, SheetTitle, NOTE: INTERNAL BOUNDARY LINES Y,4"/FT _T - - - --T -3 L _j IjiternalLboundary lines are shown for-the P `Slz purposes of dipinotating areas altowed for 7 W OWTPE r AQr1Tr law j" evelopment, as.ipproved'by ther, R=l IL Pevelopment.Rights Program.ITT, In 7 ILI W M. These. lines a L Pill for reference only, and are W -50HE MARK ' I IT 2' 0" d not 0 construe 'as separate property PARTIAL ENLARGED DRIVEW0� SECTION A S CURB SECTIGg k TIO DRIVEY(Ay WoiI 11iy - SLITEP AN F4 *4^ZL 0 _ J L Sheet No'. N, 7 FISSION! QtpPLjrWei_CI 11971 SCALE ,: V IT to 0 TT wg, leo SEE SHEET 2 FOR'. COMPLETE SITE PLAN T LILL I IN I -I -117FILILlI �y :Il E II, IL '4 DRAINAGE CALCULATIONS: 7/zz /gra a ry, - REV181DN6 : Buflding: IS/7 /9G S \ A. Area x Rainfall x Runoff Factor 81261 3160 sf. x 2/12 x 1.0 = 526.8 cf. u i ® F1') 10'-0" dia. x T-8" Solid Dome = 108.7 cf. ?I N_, 10'-0" dia. x 9'-0" Storm Drain Ring = 615 8 cf. ZONING AC �= j - A TOTAL = 724.5 cf, O, 724.5 cf. provided > 526 8 cf. required (\ B. Area f. Ra/12 x1.0Runoff 274.8 cf, II }'\ "`�\ \\ \ \ \3 �,� Q, rT 5 5t og'oo"y� i - ♦ 1645 sf. x 2/12 x Oil V '� \ \ �\ \ yam\ \\\ •\ \�\ . .\\,"\,� ':��; \ \ \ \ \\ x.`\•\,. \\�\\� \ \ \ `, \ \ ' _ \ \ •'�bo\ ) -es ` , O - Use: \ . \\'• , \'\ \y\ '\\\ \ \ \ \ `. `t. \\\\ \ , , ?,,` \ \ \ \ l S 10'_0„ dia. X 3,_8„ Solid Dome = 108.7 cf, \, \ l \ \ \ \\ \ \ \\• \\' \• \ \ \ , \�\ \\\\\\,� \\\ \ \ 10,_0„ dia. x T-0" Storm Drain N 1 \ \ \ +\ •\., .,� \� �'� � j \ � '\\��\•\ \ \, \` � \ R g 205 3 cf. \\ \ \\�\\ \� \'\��` \\\�:� \\` \�•\ \\��,; \\\• \\\ ' \\ \\\� \ "'•y 'R 1 Y' �A 314 74C8 Cf, = 314 cf. (n O \ \ \\ \ \ \ \ .\ \ \ \ \ \ I cf. provided > 2 required d \ I 1 1 �, \•', \ \�\•� `y`. \�'.� \ �\` �\� °` \. \\\\\ � ` " \N, \\�\\\\\� `. �- \;\\�.• \ \, j� x Ed..IL,.ARMBr�IT �L.n.N C. Area x Rainfall x Runoff Factor \ \ \ \ \ . . \\ \ \ \ • \ \ \ \ \ - \ BE.G sHi3ET 1 \\\�\\ \ `.\ \ \ \ \• ` \ \\\\\ \\ � ` \ .�\\\ l .\•\ a `� �cJt ry 2972ef. x 2/12 x 1.0 = 495.4cf. z , ' �� `Y V�� ,AV�vv \A• . ' v` V �� A vvv V• \ v o Use: \ \' \ \ \ 1 \ I \ \ \ \, .\ \•.\\ . \ ti \ \\ �y \ ale w 10,_0„ dia. x 3,_8„ Solid Dome = 108.7 d. z \ , )., \ \ \\, , \ \ \ 10'-0" dia. x 6'-0" Storm Drain Ring 410.6 cf. Q 1 s6i.`•lo �� \ \\ \: \�\ '_ \ `\� . \\ \ \ \ \ \'` .\ \\ .# I WriTOTAL = 519.3 cf. 519.3 cf. provided > 495.4 cf. required Q NOTE: INTERNAL BOUNDARY LINES 0 . Internal boundary lines are shown for the Q e \ +,e D. Area f. Rainfall x Runoff Factor j" ® ® purposes of denotating areas allowed for 1274 sf. x 2112 x 1.0 = 212.4 cf. ZONING A \`- C; �`- T / development, as approved by the Use: (q ° Suffolk County Development Rights Program. 8'-0" dia. x 2'-9" Solid Dome = 54.2 cf. z These lines are for reference only and are 8'-0^ dia. x 4'-0^ Storm Drain Ring = 168.9 cL 0 i' ��` I �;� / not to be construed as separate property TOTAL = 223.1 cf F-- lines Or a Subdivision. 223.1 cf. provided > 2124 cf. required j '4i- BAIDOE LANE ) (p' \ off^ E. Area x Rainfall x Runoff Factor 1260 sf. x 2/12 x 0 9 = 189 cf, LU o _ Use: j 8'-0" dia tm x 2'-9" Solid Dome = 54.2 cf. Q 8'-0" dia, x 3'-6" Storm Drain Ring = 147.8 cf. •C TOTAL = 202 cf, U Ili ADJACENT PROPERTY OWNERS KEY MAP m i 202 cf. provided > 189 cf required 3 .. ! SCALE: 1" = 200' - 0" m lee aam .roc "I OWNER USE F Area x Rainfall x Runoff Factor A 097.1-22 Joseph P. Szymanowskl Residential B 097-1-21 Richard E. McNish & Wife Residential 3150 sf. x 2112 x 0.9 = 475.5 cf. AREA #1 - SCTM# 1000 97-1-25.1 i C 097-II-20 Marion A. Tarry Residential Use: AREA #2 - SCTM# 1000-85-2-10.3 0 097-1-19 Cheri Batson Agricultural 10'-0" dia. x 3'-8" Solid Dome = 108 7 cf. AREA 113 - SCTM# 1000 85-2-10.2 2-10'-0" dia x 3'-0" Storm Drain Ring = 410.6 cf. 097.1-18 Chanes Certselos & Wife Agricultural h G 0175-212>2 'HHda,iimG+ez Residential !n, - 518 cf roweled > 476 cf required 518 13 Fi ; .°;t '='f2�3' Anthany C_';Sturcken & Wife'. Residential P 9 I I' 085-2-11.3 Joseph Reilly Agricultural 097-3-1 Joseph T. Magri Jr& Alexandra Residential K 097-3-2 John G. Bailey & Wife Residential E Z • i ..` 4 t L 097-3-3 William Midgler A,lStorage N M ' Ogj3 4 Helen Z. Roge's Residential N `0973-5 Doris B. Rlchriond Residential g 097-3 6 William Midglq Jr & Wife Residential J T Y S P 09,73-7 William Sauer Residential c ` 1.V ' Q 097-3-8 Ck+erri Nanniga Residential w J W 3 v ?'r Q- 97_3wg Isabel Ross Residential SANITARY SYSTEM r s < ` S 1797-3-11.6, Isab Realty, rp. Go Richard J. Russell Vacant HYDROLOGIC ZONE: IV - W: gpd/Acre 5 T Nico ALLOWABLE SEWAGE FLOW: 300 gpd X 49.42 = 14,826 gpd T 97-2-1 Saeed & Maii Hashemi-Davani Residential j, U 97.2.23 Paul & Che Vivano Residential SEWAGE DESIGN FLOW: ¢ � ' V 87.2.2 Edward & Oise Zuhoski Residential 1. Proposed Addition 137.8 gpd � . Case & Vehicle Storage (0.04 gpd/sf) 0.04 gpd X 3446 sf = 137.8 gpd 2. Existing Winery SUFFOLK COUNTY OEPARIIII OF Hkki.TH SERAQ6 Offices (0.06 gpd/sf) 22.8 gpd Ao PRUVEb TOR lONSIBUCT10N ONLY 0.06 gpd X 377 sf = 22.6 gpd E (f 03 y Sales / Tasting Room (0.10 gpd/sf) 65.1 gpd OF N � H.S. REF. NOJ.:' ,1 FLOW c j TYPE ��'At _-( v(,.�ri e�- 0.10 gpd X 651 sf = 65.1 gpd SE . Si f��' t this approval is Arantea to. the yonsiruGion of the sanitary Fermentation (0.04 gpd/sf) 111 gpd * �f a •�j4 OIspoSal acid Water suppl, ficiiiins pufivalll to Articles III and 7 vcconlc y ", 0.04 gpd r n! m. ;;ullolk County fianllor -,ale and is not an expressed 9P gpd 1 nor Implied approval to dlSchnllie NOT or occupy the C 017953-1 4~ +•, �, - strucwre!si shorn. THIS APPROVAL EXPIRES TWO{21 YEARS Storage (0.04 gpd/sf) 29.9 gpd 119 5 8 C� ---- corm m u11Aoe _ � a l�`y 0.04 gpd X 747 sf = 29.9 gpd _ i 1, c�en.w Fn��a.o f h! THE DATE BELOW. ..# F'Of �•� 11 �. GATE SiONAYIIR Re airSho 0.04 d/s 17.1 d rojectNo 19 19 � � . 'Q � L �� L f P P ( 9P gp F11MNIeP 011AOE - Jc�^- � 0.04 gpd X 427 sf = 17.1 gpd ]4' a ]4• ��INN.ir''�•wrsNi•p�+r1+. . Drawn By: LJ"r Mechanical Room (0.04 gpd/sf) 5.3 gpd ]o• ar NL III r?REOR211r,G�:J. IQ,' 0.04 gpd X 133 sf = 5.3 gpd Checked By: i.l- y.; �- cu{E p� I MMA-ACLAW 2400 on ;, Total Site Sewage Design Flow 388.8 Qod Date: Gj?,-�(, u�. hp cousrssnrr i<rren�r SANITARY SYSTEM REQUIREMENTS Scale: ,s NOTEv a' ' �• 15 �' CMIr.ClJ1M].4001M 011 cowlsrrt.rlra�o i it nn n, - , ! '• if 1 - `44�R•LS•^ o Total sewage design flow = 388.8 gpd o a0 i Septic Tank: 388.8 x 2 day = 777.6 gpd Sheet Title: 4- "• I Existing - Septic Tank @ 2000 gai •" FL E Leaching pool area required for sewage system, SITE r�•�., L 9: °- r'II Existing 338 83 .8 gdla x 8' ht Leaching Pools = 601.2 sf. PLAN - -- ^i WASTE WATER PROCESSING LITTLE - ' 1 Fermentation - washdown of tanks 250 gpd NECK e•-o• 2. Crushing of grapes 200 gpd ^ T - '�,_ L -- ------- Total Processing 450 Qod Leaching pool area required for waste-water processing, Sheet No: = 450 gpd / 1.5 = 300 sf. � 11 O N MAP SETTLEMENTIAN NTS Provide l- 8' dia. x 12' ht. Leaching Pools = 300.6 sf. Provide settlement tank (similar t0 grease trap) for 'waste water treatment, use 8' dia x 5' liquid depth. M ExPAV,41ON cd*AC'I"T�r OF 6AW!-gib R"/ S'Ir F,,I a ,,`:� E+� 16TINGr6YSTEM LErI•aWINGt Ix�oLA2F1u= 6o1,2s _ t REmIJRiEp, l.fA.:l•-IiNC� rWL AREA A, 259,2 Sr 111 eKr.T1rI el-IS "EM EKFs&QSk:)N re.P+GrT`I' !s I&I SF I.JrIII Is i bpm THAN -rHE RF.6SIJIR.ED moo EK;s&Ntaro i z I 7 71-1 7_7 3s) 6 WS SITE DATA SCTM N 1000-97-1-25.1 1000-85-2-103, 1000-85-2-10.2 0 PROPERTY: 36225 MAIN ROAD of 9d _ lip0 ADDRESS CUTCHOGUE, NY 11935 sl, Z;t OWNER: JOHN C. & SUSAN BEDELL 36225 MAIN ROAD r7777 7,77 CUTCHOGUE, NY 11935 Q i-CHANGR(S) "W"',f r� hi "i i z ��Ji V - /Iolitr 'u V� o d PC [I T------ -- -- - ----- lljrase 2. P ji IVo AetellitavAlL FvaLrTl J) SURVEYOR: Roderick Van Tuyl DN JC IT GEu.RM 90 1 T' ♦ Greenport, N Y. 11944 j-,,p&aAjr, 19'P \\ License # LS 25626 rr'EF at Crnor.gp 5E k. 13 ve,,la, 0 Dated 1/30/8 0 0 FL z.,ea. 7 ZONING: AC UNDERWRITERS CERTIF �ATE > < REQUIRED WIWI L�IN E><15'r, T-ION 11 4 P SITE: 49 42 Acres 2,152,735 sq ft lu J (D AREA IQEL-" --,N4 z ILI P� C zz BUILDING: Total: 10,343 sq, ft. AREA Existing. z p-r Winery: 5,1110 sf 111 ,11; UFA, -1 T - NO Residence: 1,624 sf ll-l��)? I� AM TO 4 P- -On 11 7-R" WAY F asp 163 sf Storage Shed: LT 1pt, 0 ) too 2 A P�, riva, V -OuIrE rr Addition: Ill PC)UriED CONCRETE Case Storage 2,291 Sf mrim. < ILN', wl. IV JLATION RNAL - CONSTRUCT! N MW r W Vehicle Storage: 1,155 sf - IINI-II 7 06 Q n tit LOT : FIE COMPLETE FOR C,O. -1 > ft 51 Cv to]1) it 0.46% actual 20 % max ALL CONSTRUCTION SHA i LME MEE Z THE REQUIREMENT-, OF 'HE N. 0 rbcHIP • STATE CONSTRUCTION & ENERG 41 NOTES: Elevations shown are based CODES. NOT RESPONSIS E Pat F, ILI it -TYP 00 on Suffolk County Departmen IDESIGN OR CONSTRUCTION ERROR I of Public Works Aerial Survey. > 0 L T)tI Public water is not available f DI-LI 2 lliil�z IP PL Crl?7, z - within 500 ft of the property 0"it,4. r The locations of wells and tri"I 74 L`U/VT - Lj lzr I FW L Ey , LA tutucesspools shown hereon are 0- from field observations and or a-u/ cuz yK 0 -Z -u"I) -DE r I- /? �Kraarjw,, data from data obtained 0 1- 4y ' 111A- F/? `101 I 'rw 12 nn rIlls 0 U from others. Uj Ica h) -C 'AIVI 07- 0 PPor ttCA 'C1FAFD for -are, I L,1 KI (JI'll r Kz =5 -Jew -r -Faller NA ^Slow^ W systern; piP;1,,I 'D. 00 Y-�I V PARKING CALCULATIONS: lz� rrt f a �AvlOf types X L�IH7 PIK 1 2 spaces P la� urac- Existing Residence, 2 per residence PLUMBING 7-ILI, lop, ff-�ZCIP � ALL PLUMBING WASTE 0.16 spaces TESTING WATER LINES NEED Existing Storage Sheds: 163 sf @ 1 per 1000 sf T) 'VU cu:FORE COVERING Existing Winery I Offices 377 sf @ 1 per 100 sf 3.77 spaces F54 Tasting room: 651 sf @ I per 200 sf 3.25 spaces 7"1 0, + .. �eilstV1, 1- Fermentation: 2,775 sf @ 1 per 500 sf 5.55 spaces LPO --------------- A —SUFF-OLK—(;UU1WyOEPAHWMN -th Storage: 7�1-7 sf-@ 1 per 1000 sf 0.74 spaces 1 Of HI:Af- APPRUIVEL)FOR ANSTRUCTI(lN ONLY 2.13 spaces IL Garage/Repair: 427 sf @ 1 per 200 sf ` i- \ ( LP 1 / 18L�`\N� L I ()t- Mechanical: 133 sf @ 1 per 1000 sf 0.13 spaces F-K I 6T- ' 33 "Ad 7 07 Elt ct I;Io e� UNC�'�OL�C) UTILII H.S. REF. NO LL L) Lq—b--Cjp3FI.OW" c� Z . } ram Cc z a ),IpLL- sk�671N I 7 /`LP0 W "ZIC Case Storage 2,291 sf @ 1 per 1000 sf 2 29 spaces r-KIS I I - Ilus alI is bilrnI&JCIIu! C,00SINCIRul 01 thesatritary Q, 115VIEZ) 64"re's RX" gli. TWE Proposed Addition: C-0 I!SEPT�- -Ne" ;--4,--7 E Vehicle Storage 1,155 sf 1 per 1000 sf 1 15 spaces :1 . pill, fecilliai pur5tidril to Arlichij VO and N. 7�bl --clA, n! Ill; `uljotli uoula, sanifiry r1ldulflid is Quiet)IMPhIsSed Lesla��q,Q alift C-15l I- Njr �000sp�r C lb -apr-r � �L% CL,P,) tM I I � /I led wilifiruval 10 discharge Irarn or occupy 164 �4 �SYS7�- T TOTAL PARKING SPACES REQUIRED 21.17 22 SPACES (P- olaw, A!?�,P7 L E,,H I- , LIQL110 + DEFT strucIuies) shu,,n f HIS APPROVAL EXPIRES TWO Vj YEW Bor-r C)I FCC) FAUM [HE DATE UE[OW. G SPACES PROVIDED: 26 SPACES TOTAL PA 7 N Ly 12. WI- LPA PARKING including 2 handicapped parking spaces 1z sox C I DOE )SICOATOR 'Is2- t,,w-r-7 L -Y, llcirz < I- - 0 �-4 I-r-,r. A If, 0 e T ILI 1111011"IlIhI&APFFMAllawnum, TRUCK PARKING & LOADING: *ySr8`Nj rt I Got 7\ —1-1 f tl Gr 1-IE'l - APPIX11ftwill"WAMIGAMMIOW LOADING BERTHS: 1 Provided I Required -1 0 A) , In to j)PLPAA4 fi�k, Cir I. I . c�7p 2 ep For drainage and sanitary calculations see sheet # 2 me5;tr Ille &.42 Keslopj 90,% It- Pat, H In come of Industrial buildings,the follow(no imliurnlint mutt he titituty,on your alone and signed by the owner at the%olift L OF Ill 'Punuant to Suffolk County Sturalbirl Cod!Aril 7 and 12,1, KIP 80ELL it FK it, hereby certify that them will not be III behlillmil wow or other nod-uhlbuy weekly 1160handed from the bliIII and them will 4� - ST be no IOXIP or INQUIrd6t.1,Indilmilb 610111111 it the 610 UII lifirlibilk 11111hollb ak 6X6MOtIChi are granted 16 thillm Arel U) Facility Owner's �6 z roject NY Drawn LIT N 5-li-a 07 2c" "0 00, It DIMEiNS[ON "C" SEE TABLE DWG. NO. T-t EXISTING It I- iri DRIVEWAY Checked By: t-4S EXIST -LEVIALt' I Date: to/ lacleleg, NI -rptag i,�^p ear FAL HEiGHT f4GRMAL SIDEWALK CURB ELEVATION pl;LOW �5 1 Ll -'a.(5res 1 Scale: e; ol- ben)k 4411`1�11 WLj11E1 7-1y ei 2�- - - - - - - - - T�VFT. - A - 7 Sheet Title: OL —Xiiz -T W 3/ "/FT 61 1 4 0 Uj INTERNAL BOUNDARY LINES 7 ROpE: -7 tenal boundary lines are shown for the 2 PALS 59951-� -J F-�- SITE F I -j G 1,10 uroses of denotating areas allowed for R=:Iolio[ Cennrr 3 development, as approved by the 10bU8.010j IL PLAN-� 7' Suffolk County Development Rights Program. 4 SCORE MARK to w W These lines are for reference only and are 2' OL not to be construed as separate property ORIVEWA SECTION A-A r IV- PARTIAL ENLARGED lines or a subdivision. 9 q CURB SECTIO DRIVEWAY SECTION Sheet No: wAB a_ ao to -rr-IJL 040ir= lby SITE PLAN 2 71 Or 1 119 SCALE 1@1 20' SEE SHEET 2 k)R COMPLETE SITE PLAN Q T � 1r a s r DRAINAGE CALCULATIONS: 0. Bulltlin0: A Area x 3160 sf. xR2/1211x%1Runoff 6 52 rl"�" ' - 3 \ / E Use: 1V�1�_ cse F*) 10'_0" dia. x 3'-8" Solid Dome av 10'-0" dia. x 9'-0" Storm Drall --- - - ZONING AC TOTAL ' 724.5 cf. provided > 526.8 cf M p B. Area x Rainfall x Runoff I - - .t4` *D 4b' i a 1.3, o*, bo 41 is . }9 5 .' ii;2 , ,S*`b ro Q 1645 sf. x 2/12 x 1.0 = 27 F°0400 � V� S� Nml ° Use, _ 1. ® 10'-0' dia. x 3'-8" Solid Dom( 10'-0' dia x T-0" Storm Drai v T - 7. 02 Y ® TOTAL . \�.�� ` v A . y y` So - cx s7, - _ S 314 cf provided > 274.8 cf. r � �' ) . J -� ZQ!rr"F - A .� FOQ- X17 - Cf -,t t-:.IJLAfiMGtJ I L.aN C. Area x Rainfall x Runoff ✓�,�r;1' . i t'i<-eA ._„ ! �@ ' &E.G sHE�T I 2972 sf. x 2/12 x 1.0 = 41 \ \ 1 � } \ � TSu gel V71.w r `Z'Q)NJNG AAAAA Use �g \�, �\ = � ' � .� r ,•\ -d2, `. 1, i�, �.lv�. H,PI�•y N - o ,. ,�, I 10'_0,. dia. x 3'_8" Solid Dom r \ ; DIM' rV'a!>t �.� �AAAAAA�'zoo o w ' 10'-0" dia x 6'-0" Storm Ora TOTAL c=� 519.3 cf. provided > 495.4 c ! �i r DV A� v��V . yi�y.� ', �� :�� '••v�� `` y V v vv ,, y v y ,, v �, A� .; I J NOTE: INTERNAL BOUNDARY LINES � / %( 1 � ��.. vA � a•.,J; "iG�l�l � ,'f1 ,Q@.�, � �� ..' �. �' ",N ' ' dy.' P"' • 4- 1>'. . �.. �, *• �' ty. 5°ty,, , Q)-- boundary D. Area x Rainfall x Runoff ® Internal bounds lines are shown for the - \ - - J e4•a T / purposes of denotating areas allowed for 1274 sf. x 2/12 x 1.0 = 2 _/ ;' ZONING Al \ E iC development, as approved by the Use ' ` Suffolk County Development Rights Progmin• e'-0^ dia x 2'-9" Solid Dome \ { 1 ® ft U These lines are for reference only and are e'-0" dia. x 4'-0" Storm DraiL -- - .. ;tF'-a not to be construed as separate property TOTAL - 223.1 cf. ♦- .j \ - _ �i 223.1 cf. provided > 212 4 cf. required Q ■ 8 © 1� lines or a subdivision. p q J �V I � S 0 a \ I - (5p ITrJ BRIDGE LANE W 1 E. Area x Rainfall x Runoff Factor LU ( ( � - - -� v �• ¢°� 1260 sf x 2/12 x 0.9 = 189 cf ! G P r Use: 7 ' F= 8'-0" dia. x 2'-9" Solid Dottie = 54.2 cf. 0 8'-0" dia. x T-6" Storm Drain Ring = 147.8 cf, W •_ KEY MAP TOTAL = 202 cf. ADJACENT PROPERTY OWNERS 202 cf. provided > 189 cf required W SCALE: 1" = 200' - 0" o loo P.ee qoo t KEY TAX MAP # OWNER USE F Area x Rainfall x Runoff Factor A 097-1-22 Joseph P. Szymanowski Residential 3150 sf x 2/12 x 0.9 = 475 5 cf B 097-1-21 Richard E. McNish & Wife Residential AREA # I - SCTM# 1000 97-1-25 1 C 097-1-20 Marion A. Terry Residential ARFA #2 - SCI MH 1000-85-2-10.3 Uso, Residential AREA 113 - SCTM# 1000-85-2-10.2 10' 0" din, x T-8" Solid Dome = 108 7 of I D 097-1-19 Cheri Batson Agricultural 2- 10'-0" dia x T-0" Storm Drain Ring = 410.6 cf. E 097-1-18 Charles Cartsebs & Wife 9 TOTAL = 518 13 G 085-2-12.2 Hilda Jiminez Residential 518 cf provided > 475 cf required H -085.2-12.3 Anthqny C, Sturcken & Wife Residential 1 085-2-11 3 Joseph Reilly Agricultural 1 J 097-3-1 Joseph T. Macan Jr & Alexandra Residential K 097-3-2 John G. Bailey & Wife Residential Z L 097-3-3 William Midgley Storage M 097-3-4 Helen Z. Rogers Residential .� � . c x .,- -3-5 Doris B. Richmond and Residential r „ N 097 - ' O 097-3-6 William Midgley Jr & Wife Residential u L _ 's f P 09,73-7 William Bauer Residential SANITARY SYSTEM Lu 5 - LL Q 097-3-8 Chem Nanninga Residential gpd/Acre = ? w -_ - R 97-3-9 Isabel Ross Residential HYDROLOGIC ZONE: IV - W: _ - L' _ S 097-3-11.6 Nico Realty Corp. cto Richard J. Russell Vacant ALLOWABLE SEWAGE FLOW: 300 gpd X 49.42 = 14,826 gpd w • �' T 97-2-1 Saeed & Maria Hashemi-Davani Residential ^ _ Residential SEWAGE DESIGN FLOW: ¢ ~ ' U 97-2-23 Paul & Cheryl Vivano 1. Proposed Addition 1378 gpd V 97-2-2 Edward & Denise Zuhoski Residential Case & Vehicle Storage (0.04 gpd/sf) 0.04 gpd X 3446 sf = 137.8 gpd 2 Existing Winery SUFFOLK COUNTY i:EPolRitdFNl OF H�ALIH SERVICES Offices (0 06 gpd/sf) 22.6 gpd APPROVED 'VOP 'ANSfRUCTIGN ONLY 0 O6 gpd X 377 sf = 22.6 gpd I REF. NO �� ✓� - 96 - U D FLOW ^` Sales ! Tasting Room (O.iO gpolsf) 65 1 gpd �grinmj , 'r0 10 gpd X 651 sf = 65 1 gpdWFE STThu apction of the senjlary Fermentation (0.04 gpd/sf) 111 gpd * c) duVus.,l a110 water wVIPiv rarii!h,ps pwsuanl to Articles VR and 0.04 gpd X 2775 sf = 111 gpd i ! p' 1 nt tw ]t llulk County Sanitary rude and Is not an expressed aD 2 P P E e 0 N I C• • /' nor nnphed appmuall Io disclmrge ham or occupy It's 017953- svudolelsl sho,n DIDS APPROVAL EXPIRES TWO (2)YEARS Storage (0.04 gpd/sf) 29.9 gpd F M IRE DATE HELDIW. /I 0.04 gpd X 747 sf = 29.9 gpd FAFD 8� ((]� p CAST IRON FnAW AND / (/ . IID �O - ' 1 - COVEn TO GRADe �Gn a r R ri I. }, b Iry"' �' _ - L DATE SIGNATURE U Repair Shop (0.04 gpd/sf) 17.1 gpd oiect No: 9 "-a l4f /'r L FnalNm GRAD! - --' -- 0 04 gpd X 427 sf = 17.1 gpd Drawn LJ-r N0FWWtY U5, +- tea ' Mechanical Room (0.04 gpd/sf) 5 3 gpd Checked B ! 81TB- � !'= V F,-a k-;, 0.04 gpd X 133 sf = 5 3 gpd y: L io• ar J� N � J v�nu ?RIEo"�L vt r �N. � • \ '°'='_ ,=�y n Total Site Sewage Design Flow: 388 8 cod Date: ID/*0 /q r� S.• , CUTCHOGUE EAST - � �' Lv lOI1rMlINf.RR 114-MR RT. D +`A CLM Ib0 PP!°R v Fp W Scale: lauswLrnrr.Rrrcreo 1,r PER SANITARY SYSTEM REQUIREMENTS ��o Total sewage design flow = 388.8 gpd Sheet Title: ',-c• al - Septic Tank. 388.8 x 2 day = 777 6 gpd �, ?�� n . �; •�, • i� '•. - I I Existing - Septic Tank @ 2000 gal �F\+ m r� Leaching pool area required for sewage system, SITE Y Ve,<, •• '' ter: .aa-e``= . \`\F^to 338.8 gpd / 1 5 = 259 2 sf. Existing - 3 - 8' dia x 8' ht Leaching Pools = 601 2 sf. PLAN WASTE WATER PROCESSING -� - 1.ti 1. Fermentation - washdown of tanks 250 gpd LITTLE j 2. Crushing of grapes 200 gpd Vr ,,Pi �`" �v' :- H0G Total Processing 450 d xecn Leaching pool area required for waste water processing, Sheet No: = 450 gpd 11.5 = 300 sf. LOCATION MAP SETTLEMENT TANK QTS Provide 1- 8' dia. x 12' ht Leaching Pools = 300.6 ST. Provide settlement tank (similar to grease trap) for waste water treatment, use 8' dia x 5' liquid depth 4 EKi°p r1AiDN fhF+G ITLr OR Ba.N ITa.Rte( SYSTEM gs< l6TIrIGT s`rgTEM 1.E/Acrllrly Fx70L -A 264760t,2sF REWL.I IR EC L..EjoGr-I!N CT fR=L- 4F?SA, 2 SIF ti I'Ii„ x �TIN4 6YeSTEr1 ExPI4-415kDd eoFued1`f IS sF i,JI-IIc.H 15 WIorZE 'SHAW THE REAiJIREP 3LYe FjcPANa9ID 1 irrl SPECIFICATIONS �ea/, S/29/9G ' ITEM 17304.1011 SUBBASE COURSE, TYPE 1011 ' ITEM 17304.1011 - SUBBASE COURSE, TYPE 1011 10608.0103 - CONCRETE DRIVEWAYS - CLASS F DESCRIPTION - Under this item, the Contractor shall furnish, place and compact subbase CONSTRUCTION DETAILS Description. The work shall Consist of .the construction of 25' Course, Type 1011. The thicknesses and locations el the Subbaconditions Course will portland cement concrete driveways shown on the plans or as 10 10 I6Imo' in r shown on the plane, or as determined by field canditiona end ordered Y P All of the requirements of Subsection 3tl4-3 shell apply. After compaction, specified b the Engineer. EXIST in writing by the Engineer. P Y g G2°�DE �q DOST the cop surface shall not extend more than } inch above nor } inch below - Unless modified b this specification, the work shall be true grade for the course at any location. - — CaRApE y p performed in Materials. Section 608-2 of the standard specifications shall A- accordance. with Section 304 of the Standard Specification. The Contractor apply, except that the Portland cement concrete shall comply ��'O GIJZ5 -J OhIG GJ shall, at his option, furnish and place material conforming to any of the METHOD OF MEASUREMENT with the specifications for Class "F" concrete in section 5Ui-[ SS P� RO.'E CSEE D�7J ' . following: Material A. Material B. Material C or Material D. Only one type PECJr-1CATIUNS of material may be used for this Item on any roadway segment. under "Portland Cement Concrete-General. " Concrete shall beThe quantity shall be the number of cubic q Y yards of material, computed from proportioned in accordance with the aggregate weights specified MATERIALS payment linea shown on the plans or, where changes have been ordered, from �' for Class F" concrete in Table 501-3, Concrete Proportions. payment linea established by the Engineer. General - A . Construction Details. Section 608-3.01 of the standard speci- All material acceptable for this item shall be stockpiled and shall be BASIS OF PAYMENT fications shall apply except the curing period shall be two days sound, hard, durable, and well graded from coarse to tine. Unless otherwisewhen placement is made between June 1 and September 15 and three stated in this specification, material tests and quality central methods The unit price bid for this work shall include the cont of furnishing all days at all other times. i pertaining to the work of this 'section will be performed in conformance with labor, material and equipment necessary to complete the work. The cost of O the procedures contained in the appropriate Departmental publications in adding water shall be included in the price bid unless the items ' for furnishing and applying eater are included in she contract. No direct Method of Measurement. This work shall be measured by the co affect on the advertising date of the project. These publications are number o£ cubic yards of cement concrete computed from a TOP 3 payment will be made for losses of material resultingfrom co P payment available upon request to the Regional Director or the Director, Sail foundation settlement, erosion or any other cause. The coat of suchalosses lines shown on the plans or as ordered by the Engineer. EXIST. PATI. BINDER �- w ) Mechanics Bureau. shall be included in the price bid for this item. No deductions shall be > vi a a a made for the volumes occupied by manholes, catch basins and other such Basis of Payment. The unit price bid per ambit yard shall BASE a m Options objects. include all excavation, preparation of subgrade, wire fabric a = J for reinforcement, and all other materials, equipment, and '^ z MATERIAL A Progress payments will be made after the subbase course has been properly ✓: laced and compacted. Pa labor necessary to complete the work as called for on the r O P p Payment will be made a[ the unit price hid for SUBBASE Material furnished for Material A shall be well graded from toarse to fine seventy-five (75%) percent of the quantity. The balance of the quantity plans or specified by the Engineer. and free from organic or other deletrious material. At lease 95 percent of will be paid for after the final finishing to the required tolerance and Q the material, b ht, shall consist of: just prior to the placing of the next course. Payment at the unit bid price will be made after ,the concrete y wei g driveways and curia application ITEM 1ETAI903 (FULL DEPTH) Y 4 PP have been properly placed. Q 1. Recycled Portland Cement Concrete Aggregate (RPCCA). DETAIL T AIL ,0403.0903 - SAW CUTTING ABPHAI:.T CONCRETE - MEETING EXIST. ASPHALT PAV"Te (05 or 0 ' 2. Recycled Portland Cement Concrete Aggregate mixed with Stone, Sand, DESCRIPTION: (NO RESURFACING) o Gravel or Blast Furnace Slag. 0 This work shall consist of saw cutting existing asphalt concrete pavement Q The requirements stated under General shall apply with the following or sidewalk at the locations indicated on the plans or where directed by > ; modifications: the Engineer. A. The stockpile shall be no larger than the contract quantity plus thirty MATERIALS: WIDTH AS DETERMINED BY REGIONAL PERMIT ENG. Z (30) percent of that quantity. The stockpile shall be no smaller than LU1000 cu. yds. or the contract quantity, whichever is less. LU All equipment proposed for this work shall be approved by the Engineer 12•fAw.CAP I TNF) Q prior to actual use. TOP OF pAUBAET4T OR 8TONt Qj B. A minimum of four Samples will be obtained, as directed the Soils -- TRAFMSLAS OA tome Wr ORATE 3 / 1 aEa PIAN POR LOCATIONS) 0 Engineering Laboratory Supervisor from the Soil Mechanics Bu reau ar hie CONSTRUCTION DETAILS: representatives, in the presence of: 7E!MIN ACCESS .0 Saw cutting shall be along a neat line as indicated on the plans or where __ OPE N_! N G SEE APPROPRIATE DETAIL FOR w/� U 1. The Engineer i¢ Charge, or his representative, and; ordered by the Engineer. Saw cuts shall be made to the depth(s) indicated Lin _ , - - MEETING EXIS F. PAV'T. W 7 2. The soils Engineering Laboratory Supervisor, or his on the plans. V representative, and; 0® ® ® ® ® ®'® ® ®0 I .. 3. The Regional Soils Engineer, or his representative. An damage to material not indicated for removal, cussed b the 1� gC3 ® 0 V � � @0 D C Any g r NI BEE PIAN J 0 8 ® ® C3 ® EE ED ED 100 Contractor's operations shall Bre repaired by the Contractor. All repair FOR WARTS 00 ® ® ® ® ED 63 19 ®8 0 C. The Soils Engineering Laboratory supervisor may reject the pile.stockpile., shall be done in a manner satis'�factory to the Engineer. 012 ® ON 03 ® ® ® ® 9g without sampling, based on an on-site inspection of the stockpile. Igo CH ® Is ® ® ED E3 OR n' 2: METHOD OF MEASUREMENT: 0C3 C9 Cig ® DR ® fD ® 8Q D. Transfer of the stockpile material for use on other projects will not II IN 19 Iii FA 151 611 0 ® ®g I„ P/ FE - 1/4"/FT, (SEE NOTE ') ,t be alloyed. This work shall be measured byr the number of linear feet of saw cutting Se e Siff Man Drro / NCE h ' -'�----> done. No allowances will be made for saw cuts of different depths. EXIST. E. The State reserves the right to modify existing Departmental testing ., SIN GL 93 TOM ORAa1AWFUNGSHOwN I TYPICAL DO ME PATT methods to evaluate the RPCCA. - No saw cutting will be measured for payment under this item which the a NUMBER of RINGS Nm,Mer N. 7•. 5. Contractor may choose to do for his own convenience. �- CLEANS MATERIAL ANDOToae SEE KAN FOR _ This material shall conform to the following gradation: CLEAN SAND AND OIIAVEL �T�•e ' ' Percent - EASIS OF PAYMENT: 1 --�_ d1 Z _____ Panning Sieve ey weight The unit rice bin _ STORM DRAINAGE RING a p per linear fact of saw cutting shall include the cost _ 2 inch 100 of all labor, materials, and equipment necesary to complete the work. TYPICAL ITEM 17304.1 011 (b•')` NO � ITEM 4Ji,i1 (h•') (2 LIFTS) SEE NOFE BELOW r } inch 30-65 Any repairs made necessary b tine Contractor's operations tions shall be done as w J • J w k No. 40 s-4o r r p ITEM 403,11 X21/2") = a ' No. 200 0-10 ordered by the Engineer at no adlditio mel cost to the State. � - ITEM 403,17,11 The Plasticity Index of the material passing the 40 mesh sieve shall not e07�>�/ �Wd /2 ) w _ exceed 5.0 Y ITEM 203.01 _ . gq� {fidd/i caries 10202.99 - PAVEMENT EXCAVATION � - e`sNagneeium Sulfate soundness idea after 4 cycles shall be 20 percent or 2 Descri tion: The Contractor shall remove and dispose of existing pavement asC.0`7a \1 N Tnd tate on the plans or as ordered by the Engineer. , 6 Pifeb vo.,/..ix; I TYPICAL SECTION MATERIAL H Materials: Not specified. PAs/, % - �/- ASPHALT PAVEMENT I'ONSTRUCTION All of [M1ie material shall be sound, hard, durable and consist solely of Stone which is the product of crushing ledge rock'. Construction Details: The Contractor shall remove the pavement in a neat workmanlike manner by any suitable means that does not damage the adjacent n C This material shall conform to the fallowing gradation: pavement or existing underground utilities. Sawing to neat lines will be �,��X9�T✓l /.f�Ci' ASPh a/�45 �iree adze/�i� required before the removal of concrete pavement. This work must conform to 22" � � es. ",.;,A L� f, NOTE; DEPTH TO BE INCREASED Passing Sieve Percent by Weight the details shown on the plans. The removed concrete shall be properly dis- „ 10P ED BY REGIONAL PERMIT ENG. �tiE Of Nf/y -�— 100 posed of by the Contractor, off the right-of-way as approved by the Engineer. �L ToP C / TO d" (3 LIFTS) IN AREAS WITH HIGH TRUCK TRAFFIC �y ' sT io }" 70-100 No. 10 40-75 Method of Measurement: Pavement Excavation shall be measured by the number No. 40 15-40 of square yards of pavement removed and disposed of as shown on the plans or = rf No. 200 5-15 ordered by the Engineer. 7+— d' 17953.1 The Plasticitv Index of the material passing the 40 mesh sieve shall not Basis of Payment: The unit pride bid per square yard for this item shall A S PH AL T PA VE ME N T F'BfD A exceed 5.0. include the cost of furnishing all labor, materials, and equipment necessary CONSTRUCTION The Magnesium sulfate soundness Lose after 4 cycles shall be 20 to remove and dispose of the pavlement, mesh reinforcement, transverse joints, ITEM g y percent or and longitudinal ties except thalt saw cutting will be paid for under the DESCRIPTION lees. appropriate item. roject o: 9519 MATERIAL C Payment shall be the same regardless of whether the entire thickness of pave- I„ I 203,01 UNCLASSIFIED EXCAVATION AND EMBANKMENT Drawn By i_1-7 Material C shall be acquired from natural sources located 1n Richmond, ment is removed or simply the top surface of pavement is removed to provide 17304.1011 SUBBASE COURSE - TYPE 1011 Singe. Queens, Nassau or Suffolk Counties. The material shall enn,ise of a transition for resurfacing. �P, �ti; Checked B 403,11 ASPHALT CONCRETE - TYPE 1 BASE COURSE y N TOP OF PROP !' /J Stone, sada and Gravel or blends of these materials. 6. ? ' 403.13 ASPHALT CONCRETE - TYPE 3 BINDER COURSE Date. to/;,p9 � PAV'T. Y fvi lnq Rauelnent 403.1701 ASPHALT CONCRETE - TYPE 6F TOP COURSE Scale TM1e material shall conform to the following gradation: �. •'I' 22Y2° (HIGH FRICTION) MARSHALL DESIGN "� ~• ' t'�' H- Van65 Passln�, sieve Percent by Weight I 14/- min' NOTES: 2 ' 100 V. 80-100 Sheet Title' }" 50-85 1 . ASPHALT PAVEMENT WIDENINGS WILL ONLY BE PERMITTED PAVEMENT No. 30 30-70 b' Be. 40 15-40 %•o No. 200 6-12DETAIL. ; . ADJACENT TO EXISTING FULL DEPTH ASPHALT PAVEMENT. WHERE DETAILS 1en14D3.1'/D/-/�TDp THE EXISTING PAVEMENT IS CONCRETE, CONCRETE WIDENING The Plasticity Index of the Material passing the 40 mesh sieve shall not CONCRETE CURB /ren? 403./3-7/2"6iWdr MUST BE USED. WHERE THE EXISTING PAVEMENT IS COMPOSITE, exceed 5.0 , TYPE 11&n ¢O3 /1-6h1,9o5e A COMPOSITE WIDENING MUST BE CONSTRUCTED, The Magnesium Sulfate Soundness Lose after 4 cycles shall be 20 percent or `• 110(n /73D4•/D//�f�D ei.E ITEM 10609,2801 2. WHERE THE EXISTING PAVEMENT CROSSISLOPE IS DIFFERENT Sheet No leas. Edge of Ti-auc/Lane HATERIAL D �� i FROM I/A" PER FOOT, THE PROPOSED PAVEMENT SLOPE SHALL _ • THE END OF CURB NOT AliUTTING EXISTING MATCH THE EXISTING PROVIDED THE SLOPE WILL BE 716"/FT. Material D ,hell be acquired from sources other than sanatnds all mee located CURB SHALL BE RAMPED IIOWN TO ZERO HEII;NT MINIMUM AND lig"/FT. MAXIMUM. WHERE A SLOPE WITHIN THIS in Richmond, Ringo, Queens, Nassau or Suffolk Counties and shall meet all of ••i I the requirements of Subsection 304-2. REVEAL IN THE LAST 10 FEET .AT LOCATION'S RANGE CANNOT BE OBTAINED, RESURFACING OF THE EXISTING FACING,.TRAFF,IG.:. ROADWAY TO CORRECT ITS CROSS-SLOPE MAY BE REQUIRED BY sTHE REGIONAL PERMIT ENGINEER, �GV 7 NF-t..l cUI�o L.A overt exlarwca ROOF s'frLijoTIJr1E WKS Elmo — � O 0 ❑❑ DO D o J EXISTING BUILDING NEW BUILDING o U U SOUTH ELEVATION o J SCALE : 1/8" = 1'- 0" Q Z WW N W 0 O r co U U EXIT —WHITE sl �,�/ / �iSN STf2iP ! _ FONT iYPE 7o _ RF5CToI.ISEjD -- - -- � W- �N C W • n ^ � ^ m NEW BUILDING EXISTING BUILDING NORTH ELEVATION SCALE : 1/8" = 1"- 0" �tf OF NEN, 0 0 MZ 1 z * 17953.1 oject Drawn y: h, r- Checked By: 1,15 Date: IO/ 3o/9ry Sheet Title: I I BUILDING E LEVATIONS I III I I Sheet No: NEW BUILDING I EXISTING BUILDING EXISTING NEW BUILDING r BUILDING WEST ELEVATION EAST ELEVATION FOR DETAILED BUILDING SCALE : 1/8" = 1'- 0" SCALE : 118" = 1•- 0" ELEVATIONS SEE SHEETS 8 & 9 4 �.... _ { GtJPOLN 66E cGE PETAL-� 2 I, F if i Q 12 12 Q� �,cg FA 9CIh LO MAV-LsI� Sol cRDWN Ad �.I 12/.PPEb IN ALU MIIV tJM e> FAsc IA ON pAJ,-E ' joRO L/IOE 2 LAY.SRB SOI•-Ip GRUI�JN -FZISZG p,,phRC tiJI2APPB.D IN r•U LIMIN UI,� ' N10LI711JC-t - 5/all TliM- EACI-1 rIb12 . ,tios �/ L F,rcED GMK PSLIM 01-IFFhM^MT�4INy 1 9/4 n t> FRIEZE ., I FIRBa-hoP. TYPE "x' aBC� I - 3b.�.RD f j✓1L'?LL�INCT � � I ' 0 7v , 1 Q1 LITTER IblJ4u- NEIAI Roof aTRPI12E I Z OVER F. 9' ,clf IIJG W / zs12-lz PITCH i 21' `II PRpvIDE t-IE.rI RooF11JCq , y o I I L o. L qJ �' _ - Roo>sINGs. I=v.Tc•F� Ex19T, N� �.ccl,+, �ti, Q � � . -. - EXISTIIJCq FA9cv. � riUT7a✓R En19TINCy. — .. _, - .. DRIPGA - Lh19TIVG ovER�l-W+�Jca d! W fo tzo� L L l� Q �QQ 44-(.L eds1NG oPLslt�. of 81 V4PGMll m#s^ l z .ro I I ovER++¢R•.D � 'Q Z I . 1„ro FTMNr.W ovElz�,�.� o I DPOR Lu M 11LL� C 6J 1 ' I o F7 �TM r W �w sTllcco FIN151 i iap. E Ll I I _ L) CO 1IZAE FOL �JfJphTIDN i t FOOT Nfq � caNCRErC FnUNr�ToN � FOoTI!J C} � -„ ��. r x n Y . SC E : 1/4 - 0 NORTH ELEVATION TIN N o„ �� SOUTH , _ ELEVATION �z . SCALE : 1/4" _ ¢ ' to � Nu j _—_ — IF 'IE OF NL y F q 1 'rr - — --- I:' oject No 91j19 Drawn BV GIT. tat 4 Checked By: N6 - -- I " -- Ll I' I I I Date: I Scale: I /4 I d I 1 11 �L.=11='`TR'�CJ'L--ILJ j I' GQR ,+ __- --— FFMI lil Sheet Title: li I 1 - `� BUILDING ELEVATIONS I .\\ i jZ,yMp aSTJ eeo 8TL1eG0 FlNl8al Sheet No: i �L`✓,fH Flr-IISN �� Ll PQLhJ GhTlotJ -� (at" (JL kl 4 FooTlN3' ' " FouNDnTION 4 I ' . PEIAh! CgRA7L= - rOpTINC,,, I'dL'YON<7 –�I 1 .. � EAST ELEVATION - - - - SCALE : 1/4" = 1'- 0" s A 'N' e - E- . , I�t✓Ti,l L.� . , s 10 2,•e) VERT14-%1- ♦ NORIZDNTAL sEE• N021rI4 4 . ' ,9OLfila EL6VATID wt! 12 12 do ALL1MItNLJM SOFFIT l°Rt•1'Ab �� (�ROVID6 Q�WTIN IJOIJS y`$ TRU SOIL"-s PRE F,•.� aoFFIT VENT + 02'-A"D.GY TRU S;.+ES iWsecT dcREEN Ar a &, 2'- D° C.C., - HORIZONT^L SOFFITlop' 10 i— 4° rNl� ��aJ a3i �"R-aQ p�TT FIRE. W.•.LL "ZT I �IN6LILATION vTTER- 30 rb^7T, INBLLL/+-TION \ ` Z JIM, L O -- v 5Ay'� THK - ,s-' . 2, e, LenGc(W- Q �I PLYWP GPJLINy 3. 2x10 . s Its, FINISi-I yt O6 V y+I° -;D 5-ATT2. 2F$ Ea . SIDLs 0 6 INSUL-ATIoN of 3Ra+c.� ,„ - (n g11TTER 3. 2xtocASEO i ' nxa Iv" 2+•8 LEOyE2 PIFt6 W.�LL— z . . ?�.uMIwIIJM : W! Ix TRIM t2-t9 ewrr _O ROIJc�H SAWN cEanR D 81' N1x10" IH INBU L,ATIQN 5Cb'�TrIK RO+JGI ewI.1N OGfA>R. 6xTE.fi-101 .- l�I.LL 1`�71QI C.{L PLYWD peI�FIT I.J/ l'� pvfkl J, r-I/ BATS S � r'6RIM�fE , Ibc'H RI7 !� BA+TTETJ ,EaIDIN To -7 FOUNI�.T'ION - 4— rc,1� c'el Z- TO TRilo E.c Q jjt4 Ll dDS& .IAS .f NAI LG "{Ny HT v4I I oN ` 'ryvsW-' OPI p/&P - 1 N IF4-`IWD cr CF-k"IWA SAT. 9 cEILdpNG W C.,l R. I L'1 Y.4 � . L�Trce H%WE.L / } OhTTEI.fS �7 'f x /o fb E aHGTNING Ohl 2>~ 6 / \ Ex19Tl .1C� O TYPICAL s/+ Sm, / \ �LLJM 14 Q SET Ay I aT ml4' O.C. I,J/ 19 / \ BTRLIcTiJf w m T(ZIPLE, TLlps I.TT INOIJL... I Ot.! 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SEE I Ij4 - GETAILl� vi OO e ' I 10 Z) w• c S r 6 ry U ••:, 2w - 110 e ".u•� - �2" OVEFI-IAIJ� - _ - - 2 _A rexe- " Trlw GGI-I _ FIDE"L^6S tiaSE �FNf�y �i`YI59LJM SNE.AT1•IINc� , S - - - -- FIRESTOP , 7M1(PG I'x" ses - 0 - IhtFAn) r2DOt'INC� `} ,, w, O1 953-1i 97RaJG?LIRE k4/ `✓� EKT. yam' fD Aft�N� I z pcblpg WK, F ltl�+il'c o�ilp 14 : / '/', �/// i/ ' / P le No: C,p t If ' - Drawn 8 I,,,j"("' CheckedLoy: � I' // /� / �,i/. //i i / / �i / /// Date: l0 6 , / /; !%i, i / % /' / /704 I r/j / r ,! /�� / / � / / ✓ / Scale: I / / / / / / /// �/ ta..i / / �/ i�� Sheetntle Yb It kd $c / F0U+.11�.TIgN RaUt+lfiD,u.TICN Sheet No: - - - BELOW cl RA+pE 1� �OTI+J Ca WEST ELEVATION SCALE : 1/4•• c 1._ 0" r