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HomeMy WebLinkAbout5739 qr 7 80)...S— d� , G-p I- -0- 73 9 ` APPEALS BOARD MEMBERS to Out S • Southold Town Hall Ruth D. Oliva, Chairwoman 41' 1p 53095 Main Road • P.O. Box [179 Gerard P. Goehringer # # Southold. NY 11971-0959 Vincent Orlando �, Office Location: James Dinizio.Jr. �O Town Annex/First Floor.North Fork Bank Michael A. Simon i�Iett 54375 Main Road at Youngs Avenue1 ,.�'�COUNTO Southold. NY 11971 http://southoldtown.northfork.net BOARD OF APPEALS RECEIVED L2®' TOWN OF SOUTHOLD 190 pal Tel. (631) 765-1809• Fax(631) 765-9064 :r' 7 200200� FINDINGS, DELIBERATIONS AND DETERMINATIO Southold Town Clerk MEETING OF SEPTEMBER 1, 2005 ZBA Ref. 5739— BCB REALTY HOLDING CORP. Property Location: 74825 Main Road, Greenport CTM 45-4-8.3 Zone District: B General Business SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 61,264 sq. ft. parcel has 254.65 feet along the Main Road (a/k/a Front Street or NYS Route 25) in Greenport, as shown on the January 3, 2005 land survey prepared by Joseph A. Ingegno and May 10, 2005 site plan (SP-2), amended 8-2-05 by East End Design Associates, LLC. BASIS OF APPLICATION: Building Department's April 22, 2005 Notice of Disapproval, citing Section 100-103-C in its denial of an application for a building permit to construct a proposed new building. The reason stated for disapproving the application is that the building is proposed with a frontage greater than the code limitation of 60 feet on one street. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on August 18, 2005 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicants wish to construct a new office building with canopy over two drive-up lane stations, for a total width of 71.5 feet at the front section facing the Main Road, as shown on Plan A-3 revised 8/2/05 prepared by East End Drafting LLC, certified by James Deerkoski, P.E. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: Page 2—September 1, 200541/ ZB File Ref. 5739—BCB Really `olding Corp. CTM 45-4-8.3 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood has similar buildings in close vicinity with dimensions equal to, or larger than the requested 71.5 ft. width. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The reason for the additional width of the building is for a proposed permanent canopy over the drive-in banking lanes. The canopy is needed for operational purposes, as well as weather and security reasons. 3. The variance granted herein is substantial. The code limits the width of buildings on one street to 60 feet, and the relief requested increases the width by 19%, for a total width of 71.5 feet. 4. The difficulty has been self-created and is related to the needs of the bank and its customers. 5. No evidence has been submitted to suggest that a variance in this business community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of increased building width for a permanent canopy over drive-up lanes, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Orlando, seconded by Member Dinizio, and duly carried, to GRANT the variance as applied for, as shown on the plans dated 4/4/05, revised 8/2/05 by East End Drafting LLC, certified by James Deerkoski, P.E. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (C irwoman) Goehringer, Orlando, and Dinizio. (Member Simon was absent.) This Resolution w d rrd 0). J Vincent rlando, ce Chairman 9/2105 Approved for Filing IL �4a Yaw I • a. • i& / % EAG N 89'57'00" E TNtR TREE 'O1C ' 30 C4 TREE 4 {`^c".+JAS [21.BUMANL i3TN IPEE 22'N yI�rt 'ClE ma [T'y x.bu TREE \J� ,' { y l\�.r13 265.60' ie•yw//TREE .—,r.-•.�-�. _) COW TREE Otto TREE-Y't._7' 4�T C-..�-IrDIA. TREE ,yq� T.t TREE .+I..J1-T STS T`MN TREES `t+'r�- Y+IY.'� Te•ou. TREE L._ 14I ylebY, TREE �J5 `'"—;abu Twa TREE `r" � LtsLTrm. TREE u) 42-Dos 'IVES wow TREE •TO ilI.,. +cH V Ia Ielm_ TREEe. 1 • y-T9.0.5 1REE CI/'��'. CO ' "Mk TREE 0-13LY TREE �P•.' \ terry-a `.yJ a'rl�• 1 t r.`94. TREE .vim r;;z :lA'1n' z.vto. mo-E-.-k-'1) 4.� AL --Fern. TREE ,+�\ �`T"TS \/ ."--lu'mL TREE rue T6-`RT 'l''. , J sfi�" Tzbv, TREE • f ' lw- ,.w --rzw TREE COLS TREE-0 Yi AA FJ\ - COTTER TObA n" TREES 13'W TREE C ✓� YETuy�` 14 7 F \1 a 'V 4 \\ ' { TrOut TREE_c) • ea . '. r� i¢ ;,T p` \1 • •' EsrvYE*r•RM'T'OR•• ° " \ STORY Fes ,B°\TD\HO \ • ° • NH • _ _ • ni II •tiet`L .. • • _ • C • ° . TOTT4 TREE _ _ 4 r " • ° ° a •P • - uT.E f • ° Na L ° DE 4 m • yy. - • • LEGAL NOTICE SOUTHOLD TOWN BOARD OF APPEALS THURSDAY, AUGUST 18, 2005 PUBLIC HEARING NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Chapter 100 (Zoning), Code of the Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN BOARD OF APPEALS at the Town Hall, 53095 Main Road, P.O. Box 1179, Southold, New York 11971-0959, on Thursday, August 18, 2005, at the time noted below (or as soon thereafter as possible): 10:05 a.m. BCB REALTY HOLDING CORP. #5739. Request for a Variance under Section 100-103-C, based on the Building Department's April 22, 2005 Notice of Disapproval, concerning a new building with greater than 60 feet of frontage (building width) on one street; 74825 Main Road, Greenport; 45-4-8.3. Zone District: General B Business. The Board of Appeals will hear all persons, or their representatives, desiring to be heard or desiring to submit written statements, before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review during regular business hours. If you have questions, please do not hesitate to call (631) 765-1809. Dated: July 19, 2005. BY ORDER OF THE ZONING BOARD OF APPEALS TOWN OF SOUTHOLD RUTH D. OLIVA, CHAIRWOMAN By Linda Kowalski DECEIVED /OpA `-J AUG 1 6 2005 FORM NO. 3 1 PGP`.�nbf'?O�Ai-p OF' .4 PEALS NOTICE OF DISAPPROVAL DATE: April 22, 2005 AMENDED: August 9, 2005 AMENDED: August 16, 2005 TO: East End Design Associates A/C Murphy 5130 Main Bayview Road Southold, NY 11971 Please take notice that your application dated April 19, 2005 For permit to demolish an existing restaurant and construct a new bank building and a new office building with accessory apartments above at Location of property: 74825 Main Road, Greenport County Tax Map No. 1000 - Section 45 Block 4 Lot 8_3 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article X, Section 100-103.C, which states `A project shall be divided into separate structures so that no single structure shall have more than 60 feet of linear feet of frontage on one street." The proposed bank building has +1- 70 linear feet of frontage. In addition, the proposed construction and uses require site plan approval from the Southold Town Planning Board. This Notice of Disapproval was amended on August 9, 2005 after the applicant made changes to the proposed scope of work and on August 16, 2005 after a survey, by Joseph Ingegno, dated August 15, 2005, notes an average setback of adjacent parcels as less than 75 feet. Therefore, a variance, L)asrd"on A►'ticle X, .ection 100-103.A. is not required. S A t• z:I Signature v Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. • n Vincent Orlando ,; yr • — -- MI 10.35:)04M BCB Realty Holding Corp.— • Greenport Commercial l 6/9/05J .. k '.i 74825 Main Road ,, • ' ` 4/22/051; r;, >_� B/16/os 5 8/9/05is != Art.X, Sec. 100-103C allows not more than 60 ft. ,, frontage on one street; project shows building with 'K 1 8/16/05 : 72.5 ft. frontage. y ,j Am.more than72.5 per ft.;lwithtRon Hill Bldg0 - i i , ` �, 9 �u� site plan tel Ron 8 2/05 Building f*�''� ,` � <� _ - r '� - �� Y Dept.; 11 rsf, a r' s� tl � �_ . 8/10/05 incomplete see notes. 8/16 amND removed , ,,,,l1"- d ;J:;-'?;'2.,.,. k 1 a 4 need forsetback var., ComDlete.aoain.. ,:>' t' A ., , ,, �i ` y 4Ail, •°;:!_..7k,2` 14428 1 5 �a rt ` 't .+ p'',),. 1,4-,,,--1 `'�, 'k"']-J.. 1 sA - -.,dijt, W�... } ' a ': r e,."n`� 7: - - Pt. I.-_ , . I r -.%SI,i..:'.t,,,I,4wax !S'^-A.M, r:.:W:#�'4to.- `. 9V. ....:7-. ..,171:`: .„s r. ,';F 7-'&``c`F. �, Y. ' 1, illels,:l: ..az•i '4:5",i''' 1l ,�l ✓ i+c ;, ,r $' x .� ,ter t�w�-P�t zJr'? it'r r _ F4�' x r sF r1' t s ]i is r°1 q r: 0L ' v II; x• r ''''1"1'.:-1,4;-.1- i, °a 1' '.4-Z,•"--",4". incentOrlanssa�ar ( v S'zw �. .� s S (`� 3 r,➢f r r i '4 ` {� ' • Vincent Orlando �, 1; r . - 1 �aI ` 'It i" ' rs,' ,, 10J5:)0AM ' t 4-'t,I l'",44. }' a4; = BCB Realty Holding Corp . 4. .,:x Greenport + ,'! Commercial , , ?= 7 prints of site plan subm 8/9/05 and amended ; WA t'' •ND indicates add'I var. will need to be " ' /t> 4 submitted; need $200 add'I filing fee and • s' ', ;. setback r-.uest; maps need to show setbacks ft t 74825 Main Road also. O 8/16/05 amND canceled out I t. . ' " " ` t -,. ' seetbadcnroblem ? _ k `' ` Art.X, Sec. 100-103C allows not more than 60 ft. 5 ' . ,ti frontage on one street; project shows building with �r. f ,', . ..; , . _ C'e: t.I ; ,,,T, ,; fr,- 72 5 ft. frontage. 1 }r Am. site plan per tel with Ron Hill 8/2/05. Building *3 is more than 72.5 ft.; 8/9 amND by Bldg Dept.; 4, ' 8/10/05 incomplete see notes. 8/16 amND removed ', �• f0r ettbackvar__Camole.teaoain .. __- ---. t, 4.,. WWPMW �YI� .$pg.ap�ss e AciF I FORM NO. 3 NOTICE OF DISAPPROVAL, �� DATE: April 22, 2005 AME • • . TO: East End Design Associates A/C Murphy RE 6130 Main Bayview Road Southold, NY 11971 AUG 1 u 2005 Please take notice that your application dated April 19, 2005 ZONING BOARD OF APPEALS d c For permit to demolish an existing restaurant and construct a new bank building and a new office k/1 1-50N building with accessory apartments above at Location of property: 74825 Main Road, Greenport n Qt- :es S County Tax Map No. 1000 - Section 45 Block 4 Lot 8.3 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article X, Section 100-103.A & C., which states. "Structures shall be setback at least 100 feet from the right-of-way." and "A project shall be divided into separate structures so that no single structure shall have more than 60 feet of linear feet of frontage S i l° on one street." Both proposed buildings are noted as being +/- 75 feet from the right-of-way and the proposed bank building has +1- 70 linear feet of frontage. lwro In addition, the proposed construction and uses require site plan approval from the Southold Town :Ul Planning Board. 10,A V. 1)1This Notice of Disapproval was amended on August 9 2005 after the licant made changes PP g applicant to i the proposed scope of wi 019) Ci Eo zed 5i.9 ature Note to Ap licant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. • • .......-Filed For Office Use Only j2 / Q Fee:S +GO. Filed Bs: Date Assigned/.assignment No. J c 7 7 Office Notes: APPLICATION7TO THE SOUTHOLDTOW(�TOWN BOARD OF APPEALS Parcel Location: House No. Street Ma X11 ROczj 60�a�5)iamaf, let rceei) •op , SCTM 1000 Section TS Block Lots) qt q_Lot Size tgake o e District 1 era( bisr t ecs/ I(WE)APPEAE.THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED: f ( t Z-t ZOG� /U A h ctt a--es a a�d a> c tilt/c y q,tw Owner as Applicant: b t& I�� l'TI &N. /'f w til ��� Mailing .I f1 ` (� A _ 1 ilA g Address: I l �llJ 7 J I `��M`N I / K G�� lig?, i Telephone: 63/-14A 4" , l2lbQ- Fax: NOTE: If applicant is not the owner,state if applicantisowner's_ attorney, ,agent,architect,builder,ildcontract vend etc. Authorized Representative :Ll LK F%. hcl yl(1� t� Jcuii�9 /c L/ Address: &�//cA WI--/i^atl41 Omit &7; &it& Nil 11939 -tray Telephone: K 3I. 73 (i.(Yc'3�t, Fax: (05/1(M. 4130 Please specify who you wish corrygpondence to be mailed to, from the above listed names: 0 Applicant/Owner(s) @'Authorized Representative 0 Other: /� A — WHEREBY THE BUILDING INSPECTOR DENIED AN APPLICATION DATED lit 03-- FOR: cFOR: � Pi Building Permit O Certificate of Occupancy 0 Pre-Certificate of Occupancy O Change of Use 0 Permit for As-Built Construction 0 Other: Provision of the Zoning Ordinance Appealed. Indicate Article,Section,Subsection and paragraph of Zoning Ordinajn�a by numbers. Do not quote the code. C Article ^ Section 100-103 Subsection Type ofA peal. An Appeal is made for: E& Variance to the Zoning Code or Zoning Map. O A Variance due to lack of access required by New York Town Law-Section 280-A. 0 Interpretation of the Town Code,Article Section 0 Reversal or Other A prior appeal 0 has fFfhas not been made with respect to this property UNDER Appeal No. Year • • REASONS FOR APPEAL(additional sheets may be used with applicant's signature): AREA VARIANCE REASONS: (1) An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted, because: The project as proposed is consistent with the surrounding community, and in all other respects is consistent with the Town of Southold Zoning Regulations. There will be significant community benefit as a result of the proposed project. (2) The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance, because: of the existing conditions and the proposed uses and layout for the site. The project as proposed is optimal given the size and conditions of the parcel. (3) The amount of relief requested is not substantial because: of the two (2) proposed buildings, the proposed Bank building is 12.6' over the sixty linear feet of frontage required by the Town Code, which represents a little more than one-fifth of the required 60 linear feet. (4) The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: The property is currently improved. The proposed project will alter the existing physical characteristics of the site because of the clearing and grading required to construct the two buildings as proposed. However, there will be no adverse impacts as a result of these physical changes to the site. There will be significant community benefit as a result of the proposed proiect. (5) Has the alleged difficulty been self-created? Oyes,or ©No. This is the MINIMUM that is necessary and adequate, and at the same time preserve and protect the character of the neighborhood and the health,safety,and welfare of the community. Check this box( ) IF A LSE VARIANCE IS BEING REQUESTSND PLEASE COMP TE THE ATTACHED USE%ARLAN E SHEET: (Please be sure to consult your attorney.) it I/ #•64144416rgnature of Apprnt or Audirued Agent 4� gent must submit wr en Authorizatifrom Owner) / Sworn to before me this day of�iM'-l. ,20 0 . • i/rai any Public , BARBARA H.TANDY Notary Public.Stats Of New York No. O1 TA6086001 Qualified In Suffolkr� Conflation Expires 01/1 .�T n:\ . OrStnenTrm Of WY PORTION OF•RE g County Center roventauu,. , "... M I / \ I SEFFOLE MATT To LoP IS FPONEITED • • SEALE FE rah A I / \..---1 'MEW*1 1.000 . . :'t77-----• .::: . ..".......... •C': 14. s.,.....: 4"..." il1M"01 7 11 -"" " LIE 2,4•8831,3 En .•••••••.. ii. „2.02,22.E 0.22. F21.13L45 MAME/ • 5.1 WOO 322.041.72 MON FREE SCHOOL 5•48..E.En L. 3E5.41 On Ron 321,09.39 1.444314.15 32.134181 Mar 382.1•541 2.4.1E91:3. 1E. 0.2•25-6C• 1704 321.576.114 4416.143.0 n• IMO' 122,E6.5.05 zwE2E1? 35144ire =al* 2.14050113 '• 2 $8.30. EFFEEILSE 2.43'M550 Ii. 57199557'V 110.19 321.557.57 2,448028.40 .. ....- •E o., DST.No.30 mow II 5'3•02-50.• 33180 321.6.31.83 2415.199.80 3 1.1110 I WC 32155.6.20 2/415.6S 55 135655S.ID• t * •a */WC_ 3 s.5 ‘116.ELEIE° - . '0D 5.3 F5,,-7-T-ri r . , S 'Dip :. 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COEInti Center Riverhead,N Y 11901 . 545 14 tmour WRITTEN PEMIESSECIN OF TIE i a_, , 2,1 tirS C i L E r i FEET, , -- REA/PPOPEPTY TAY SEANCE AGENCY. 052 053 133 161TECI 143 1000 PROPERTY MAP ammo DATE, sue.to.un MAILING AI/DRESS: V I PLANNING BOARD MEMBE. )11-"— OF SO Y t Box 11 79 9 JERILYN H. R'OODHOUSF. ,l*"$,� V 4l�O Southold, NY 11971 Chair V OFFICE LOCATION: KENNETH L. EDWARDSjig Town Hall Annex MARTIN H. SIDOR �a �c .54375 State Route 25 GEORGE D. SOLOMON �q fry icor. Main Rd. & Youngs Ave., JOSEPH L. TOWNSEND ‘t7f L ' Southold. NY AOL/$ COUNTY Nx"1� Telephone: 631 765-1938 Fax: 631 765-3136 ‘011/44") ` b�S") PLANNING BOARD OFFICE TOWN OF SOUTHOLD U January 10, 2006 Mr. Ronald Hill rlh Land Planning Services, Inc. 8595A Cox Lane Cutchogue, NY 11935 Re: Proposed Site Plan for BCB Realty Holding Corp. Located at 74825 Main Road, in Greenport SCTM#1000-45-4-8.3 Zone: B, General Business District Dear Mr. Hill: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, January 9, 2006: WHEREAS, the proposed action involves the demolition of an existing restaurant building, proposed new construction of two buildings that includes a building on the e/s with 3,964 sq. ft. of first floor office space and a 3,706 sq. ft. second floor apartment space with three apartments, and a building on the w/s with 4,424 sq. ft. of commercial bank space with drive up teller service on a 1.41 acre parcel in the B Zone located on the n/s/o NYS Road 25 approximately 259' w/o Moore's Lane known as 74825 Main Road in Greenport. SCTM# 1000-45-4-8.3; and WHEREAS, the Southold Town Planning Board retained Nelson, Pope and Voorhis, LLC to review the Long Environmental Assessment Form for further completeness and potential adverse impacts as a result of the proposed action; and WHEREAS, pursuant to Article 617.13 of the State Environmental Quality Review Act the applicant will be financially responsible for costs of preparing the Environmental Impact Statement; and WHEREAS, on September 27, 2005, Nelson Pope and Voorhis, LLC submitted the report titled: "Environmental Assessment Review Environmental and Planning Considerations 74825 Main Road Greenport" and recommended a request for additional information to determine significance; and • • BCB Realty Holding Corp. Page Two January 10, 2006 WHEREAS, as of January 09, 2006, the applicant's agent has not submitted any new supplemental information for review and the Planning Board agreed to allow additional time for the submission of supplemental information prior to the Southold Town Planning Board issuing a determination of significance; and WHEREAS, the Southold Town Planning Board has established itself as lead agency pursuant to SEQRA; be it therefore RESOLVED that the Southold Town Planning Board, pursuant to Part 617 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, leaves the significance determination open pending submission of supplemental information. If you have any questions regarding the above, please contact this office. Very truly yours, 2"-÷-1--att-gd-01-41-1-4-41°.yWoodhouse u se Chairperson Enc. cc: Southold Town Zoning Board of Appeals Southold Town Building Department Southold Town Board Southold Town Board of Trustees Southold Town Engineer Southold Town Solid Waste District Suffolk County Department of Health Services NYSDEC - Stony Brook U.S. Army Corp of Engineers New York State Department of Transportation Suffolk County Water Authority Suffolk County Planning Department 1„ MAILING ADDRESS: PLANNING BOARD MEMBEW ttf ,-of SOpr - • P.O. Box 1179 JERILYN B. WOODHOUSE P��O �Ol • Southold, NY 11971 Chair t OFFICE LOCATION: WILLI-AM.1. C'RENIERS 411, t Town Hall Annex KENNETH L. EDWARDS G Q 1 54375 State Route 25 MARTIN H. SIDOR O� �� 11 icor. Main Rd. & Youngs Ave.) GEORGE U. SOLOMON ��3� ���IiYCOU, � t 10" Southold. NY `� -)(iii t. • , ;J(], 'NI1'1, Telephone: 631 765-1938 z-Ifi �} Fax: 631765-3136 5i I y146 - la Ilk°S. PLANNING BOARD OFFICE r �l� a (�,� TOWN OF SOUTHOLD L• a J December 13, 2005 _ _ .; 1 Mr. Ronald Hill rlh Land Planning Services, Inc. 8595A Cox Lane Cutchogue, NY 11935 -- -- Re: Proposed Site Plan fo CB Realty Holding Corp. Located at 74825 Main RoacT, in Greenport SCTM#1000-45-4-8.3 Zone: B, General Business District Dear Mr. Hill: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, December 12, 2005: WHEREAS, the proposed action involves the demolition of an existing restaurant building, proposed new construction of two buildings that includes a building on the e/s with 3,964 sq. ft. of first floor office space and a 3,706 sq. ft. second floor apartment space with three apartments, and a building on the w/s with 4,424 sq. ft. of commercial bank space with drive up teller service on a 1.41 acre parcel in the B Zone located on the n/s/o NYS Road 25 approximately 259' w/o Moore's Lane known as 74825 Main Road in Greenport. SCTM# 1000-45-4-8.3; and WHEREAS, the Southold Town Planning Board retained Nelson, Pope and Voorhis, LLC to review the Long Environmental Assessment Form for further completeness and potential adverse impacts as a result of the proposed action; and WHEREAS, pursuant to Article 617.13 of the State Environmental Quality Review Act the applicant will be financially responsible for costs of preparing the Environmental ' Impact Statement; and WHEREAS, on September 27, 2005, Nelson Pope and Voorhis, LLC submitted the report titled: "Environmental Assessment Review Environmental and Planning Considerations 74825 Main Road (a7 Greenport" and recommended a request for additional information to determine significance; and • • • BCB Realty Holding Corp. Page Two December 13, 2005 WHEREAS, as of December 12, 2005, the applicant's agent has not submitted any new supplemental information for review and the Planning Board agreed to allow additional time for the submission of supplemental information prior to the Southold Town Planning Board issuing a determination of significance; and WHEREAS, the Southold Town Planning Board has established itself as lead agency pursuant to SEQRA; be it therefore RESOLVED that the Southold Town Planning Board, pursuant to Part 617 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, leaves the significance determination open pending submission of supplemental information. If you have any questions regarding the above, please contact this office. Very truly yours, XJerilyn B. Woodhouse Chairperson Enc. cc: Southold Town Zoning Board of Appeals Southold Town Building Department Southold Town Board Southold Town Board of Trustees Southold Town Engineer Southold Town Solid Waste District Suffolk County Department of Health Services NYSDEC - Stony Brook U.S. Army Corp of Engineers New York State Department of Transportation Suffolk County Water Authority Suffolk County Planning Department I Ba,aNi 02'-2' 1 12' 'ell A 1 jO �d al MI ca.:4_;.-.1.1.P,71,:itiii: / \ - LICio E?^, , corn MAT -I ENTRY a a m \ VESTIBULE / aC _= W 0 all LU Ore ZN- W C W O N e i � —.I• giaI �Ir �Ilr 'fir W ° w F Ca okm Yo rn F. H I FILES FILES FILES FILES FILES ‘1111•\ CHECK WRITER WRITER INTERNET BA JKING CENTER 4 m --I. •n. I N PLATFORM AREA l CONFERENCE ROOM e \\ / Z a 0 C C [D__ c Ea [D , 0 0 , 0 ii --- .) m 1 Lt U ¢ �/ SKYLIGHT =, sKrucH —� r , r--� I— rn �� II SKYLIGHT , ;rn1Gln , WAITING AREA _ l� V S Mr I I Z o STORAGE I 1c . I " — } J W I — 71 I n a LLI ¢ w I :� I I N I2 a g COUPON COUPON I �l �� �) i _ FL J w ¢ BOOTH BOOTH -_ / I — -_-4__J L J L__t J 0' w CLOSET amnia / 1 a 1 —� N 7 0 0 r 0 L i' TELLETILE R LINE • U fr BACK MODEL 100 OPEN FLOOR AREA Z U 4 4 , 1 \ HALL BESSLER // \ 0 STAIRS \y',,7 _ I MONEY _ 0 Cl /ice \ / N i----- - - - - - - _ II-_ --ii I n COUNTING ,' F ROOM I T_ DIEBOLD r / / MN I I. GEPBSITGRY _ 411 1, CHEST \ MANAGERS OFFICE TELLER �TFo i TEL I TELLER TELLER ^ .. 1' I1- �N 11 a / / —/�� BREAK ROOM 0 I VAULT ' VAULT : f�,l iI,' BATH I BATH TELLER AREA /_/:: I I I I GATE 1. ILII/ AREA / II_ Ir.11 liej --- D0. '1�IL• iCGBNTER D"B LD AFTER HOUR ...�., d I/ OHNE UP TELLERIANEI PACKAGE - IECDEPOSITONY:O iii CHEST aIIIIIIIIIIIIII I a�UI I II _ •i•�,lr CI G'' til u nlr = q S'= a 8 iY' Ei� ILL w ^1 - i,ii I 9EE li III DRIVE-UP LANE 1 -- , w 62£ aw `ail OWNERSHIP AND USE OD DRAWINGS; Then drawing. and .p.cifimtlons including the Ideas, dnign and arrangements Pnnnsd therein, ar the prop.rta of East End D..ign Anod.disclosed Para port Minot .hall be copied, di.do.ed to others or used Inconnection with y O O work or project other than for which they knee been prepared without written ® 'i .wt of East End Design Mandates. Ci cement Lyy`, O torn.DRIVE-UPNI OISLAND ATM O - PROJECT NO: TN i 867-2005 DRAWN BY: -- -- - - CMA sr.,E1/4" - 1'-0" DRIVE-UP LANE 2 RATE 10 o4-oa-os in fleA40Ns' 05-23-05 1 07-25-05 08-02-05 i 1 ® I DRAWING TIRE J PRELIMINARY 4 013'-10^ 1` 20' 1 2'-10"- -t'-}1 FLOOR PLAN 92 —8 SHEET NUMBER: PROPOSED FLOOR PLAN A3 ADA COMPLIANCE: STOMA WATER POLLNION PROTECTION PAN. KEY ANP: 1- - 600• µercT• M_B,.r I tl�ThMt e ADA NOTES AND SPECIFICATIONS SITE DESCRIPTION •$44 " !1 . µ `hl✓�Y ' 6, JIT. RAG This BUILDING AND ALL ADA SIGNS. PARKING SPACES AND RAMPS ARE TO "E.�11 Q I " 1 ••f ofr CONFORM TO ICC/ANSI Al 17.1-1998 THE CONSTRUCTION MAT IS TO TAKE PUCE WILL INCLUDE THE FOLLOWING. 45- " +'y�N{, � m on ,• 0 L��'•� a L /T`�,� ia_ (1) CLEARING AND REGRADING OF SITE IN AREA OF CONSTRUCTION. MTS 0 :�•, L,w Y ��. ; f W -,4;;;,. , m" '�' � 1 IN•ps (2) REMOVAL OF DOTING STRUCTURES THAT LOCATED IN THE CONSTRUCTION SITE. W°�`� T O,ww0 s4 0 0(( WziRMT(r,'xP-;ii u: alliL ADA PARKING NOTES (3) REMOVAL OLO sumo SYSTEM SID,wwO 3 1i ': 'r ',W'r NOF % , .4(" A T,A.U ' �rrrrl 40; n x. : 11.,1 a♦♦♦���4 ADA PARKING TO BE MIN. OF 10'-0- WIDE BY 20'-0- LONG AND (5) CONSMUCnoN of NEW BUILDINGS y •I ATI, L'vi, • Us VILLAGE OF GREENPORT (6) CONSTRUCTION OF PARKING AREA t: 1 b MD 7 . •o SIT • r s'b�v 'br • FIAC IDENTIFIED BY ADA PROPER SIGNAGE (7) comsmUOION OF ADOMONAL STORM DRAINAGE COLLECTION MID RETENTION FB.BL • STST IAS TO RECHARGE THE RUNOFF FROM A 2' RAINFALL al 61 u • SN,MES l !4 � Cj x& ; (5) INSTALLATION OF A STANDARD SANITARY St IW. ,, L2 N ,AUDI �Ll (9) INSTALLATION OF NECESSARY PUBLIC UTLNES AFKn V Val } FIBERBOARD re EXPANSION JOINT ALL CONSTRUCRON MID IMPROVEMENTS TO CONFORM TO ALL STATE COUNTY MID LOCAL CODES. - N - f FLAG LDAP ''b PROVIDE SMOOTH RAMP AT 1'12 0., .. w GONG BLOCK POS w TRANSITION TRUNCATED DOME MAX, SLOPE � ' N'Ava / �' n Le'DA TREE---*) BUILDING WITH NO LIP DETECTABLE 1= 1s GENERAL SEQUENCE OF SITE ACTIVITIES JCL h _ C m lava. TREE DA TREE w'DA TREE Wi ��'^L',�} FCIICE ' ix WARNING RAMP MIN. WIDTH 5'-0- W v'a., - II I O 6Co ��[�/'!•fl���{�� C • Y' FENCE TO Ervu nr miEnsccllary r� -! 1{•O TREE ,_,•N, 265.40' _- ux FENCE - _ ___- CO MAX, SLOPE 1:10 - (1) HAY BLES WITH SILT BARRIERS ARE TO BE INSTALL MOUND THE PERIMETER OF THE sr WT I I� \I [y] p I� FOUND _e•OIA TRF£ -� •J7'0D' E OF SL T BUCK FROM WETLANDS ' CHAIN LINK FENCE 15bu. THE - A9 F}NCE 1.5N. _ SITE TO PROVIDE EROSION CONTROL. S,D. \ W ' A K V • CHAIN I _ T TT CONC. MON, r0 04 ^ � - y1n _ r/ - (2) CLEARING S MAN AND CONSTRUCTION. DEEMS WILL BE REMOVED FROM SITE IN A Y Ol ' . - 1' ru� •/.�Ffii'.f ,vTivru 'aYRr ' {yS'� Jrn`i 'r ., 0_ •viu �FGI•'fir, .,L „• ��IA� a..__ ` ,. D w�w°F' • bu IUEE Y I`/Y _ fin~ �_�_�,� . Imo/IJ1I��-� Y� s. 1 W I. G. _ IXPmITroUS MANNERal M ,,,,,u " I iv�,,v"i.0"".I ALL TOPSOIL AND BACK FFILL MATERIAL IS SI'ABLP 'ITEMISING STOCK PILED AWAY FROM WATER MID PRD - •, ... Q W �^' - -. .. _ ,. ." --L----L 4) COVERED WAIN TARPS TO PREVENT RUNOFF. NIS Al K TOFF INFORMATION: p c"' N FIIG „'` y Iuyu ;•• •a N GRAVEL BASE ( ow r "' PL�Y PA-KIN N 6 x 6 WARM AT MID DEPTHGUTTER Z _:'r iti'% EMPLO EE -AR r TNG 1I IF :M E:" PURE MAXIMUM ANNNNN . _ INFORMATION 1 4• MIN. COMPACTED5) INSGLATON OF DRMELL` STORY DIWNS MD FRENCH DRAINS DURING Wer • • _ l� - - CONSIHUCTON Of BUIWIINCS, THIS IS TO PROVIDE IMMEDIATE CONNECTION TO pWMFRs uFn6Ymou OWNERS CONTACT 0 to .. T SrsILM ONCE ROOF IS IINSTALlm AND TO INS (v AL "" ""`°""^ IN6rAlA➢ON OF BAS OAT (PAVEMENINSTALLATION OF ANY UTILMES ED M CRUSHED STONE TO MINIMIZE SILT PORTJEFPOegI NY 1 FAL N TNG CORP. 'Ly[c[1nnaY - ... .o.•:..e...lI APPROVED PERMITS. SCM FLAW-•sw-u '�. t T 'q y. Q (6J 1 CRAG D BRET' KEHL F 6, ti ON MID CONSTRUCTON OF STRUCTURES WITH sls. - .. ... . >. -` w....R,""., ADA RAMP DETAIL e11EAMFA ,IWAEA6 01.26. ) Bce R n om Po BOX 1679 O (7) E D ( T) 01 __ '�5. : RUNOFF AND SrDIRM DIUJN CONTAMINATION. F SOlI1HOW, NY 119)1 (8) .-. Jlnpk wIN.Te•- y \\ _ SEEDING / ( ) 65-13820CI • ,J wTI,..® • \puLr ® .,, O CURB k PAVEMENT DEAIL (11) PROY1DEnREFIJNG MD IMGDSGF IMPROVEMENTS AS R QU9m RY SITE PIAN. EXISTING PROPERTY ZONED, CmEAAL BUSHNE55 (g) FA%NE 63163]) )6 ' OD N 5 1862 ) REVECETATION AL LANDSC PED 411. ML Wlc. N . . ,\. .• WILIffiA•1 \ Y / "`T �sPHA �ASPHALr V SCHOOL gIT1I/3 to ) ' \ _ FIRE DISTRICT /31 • FUG • • u Y}°"L$'\j .. � _ O '°'""` "" m FINISH R= 1 - 1/2- GENERAL POLLUTION 'CONTROL MEASURES E FRc NFDRNA__ _ NORTH PROPERTY: �� `✓'� `-:'N'µ.(C• aro. GRADE I----I Iroeur a aasrA IwoM1 WEST (TnePI1a cuwNn wuCE Cr crativalT yrs Pr �\ - A� 0. WITH AS PER THE PROVISION SET FORTH BY THE UNITED STATES ENVIRONMENTAL PROTECTION ACT o/• sr../ VI E WCLFNEe RW 1 ,■I. _ GENERAL PERMIT, THE FOLLOWING STORNWATm, EROSION MANAGEMENT AND SEDIMENT CONTROL 7N75 WEST{1W11'sTEEr uRki LANE �� .... a •' \ J� - • • • - "T=idyL_bf�{ :'.i. 2• WEARING DURING RES INCLUDING, BUT NOT UMRED TO THE LA FOLLOWING ME nl BE STRICTLY ENFORCED V ` Y • TV �_ .•- •_ `' .•-- -.t-F =:,Ir amwU, rrc Mua (REEXPORT. Kr It9N ) : :( .:;wy'• E: e ,u 4'• -'"" '."' „' COURSE THE COARSE OF CONSTRUCTION AND LANDSCAPING. SCAM/ HOOD-4e-b-e 1 50171:Y°1111oW-{S-M-Et ,rv. u.w.( .•.iuw"'i.' - _ _ mAPpROVID MEMS TO 1 • , 9 ;L' I BA���� ) ALL DOSING VEGETATION MID TREES THAT ARE TO REMIT IN PLACE ARE TO BE TOT COVERAGE T / M!IIrI.. u,"+ane. w• 'Ei �I^ .URSE�� INSURE ITh BY THE MENTIS OF COIrilRUC110N FENCE OR OM ER TOT COVERAGE..r.� y•ey:-� /6• STABILIZED INSURE THEY ARE NOT DISTURBED DURING CONSTRUCTION 'v ASPHALT 0 : . : : 0000. •/ .11. '.°L'.' (2) wsr NAldIC (INCISIONS WALK . 1110.2-BP) - 1w2119 q. ft- EAST -• a••' / VW.w"",..J. ••• •. • 'R / l p ` 1 trl SOIL BASE UNSTABLE AND EMANATED A ROUGH LEFT IS 10 BE DONE IN SUCH A MANNTHA %ES BINgNG ((I Cwtlxc Trus COVERED MK A ORINT)E y) w. 4. 24 E ; Z r . (1,/119_. _!I!,!/7 ll��;�'/ •• • l5 TO MINIMIZE THE SPENT AND LENGTH OF TIME SUCH MEAS ME EXPOSED AND ��• Q FUG r '( -' UNSTABLE ALL d.GVATED AREAS TO BE LEFT FALLOW ARE TO BE SEEDED W11H A TOTAL LOT SITE 1,405 ARES(51]54.58 q. RJ Y '�° �. SAND ANO MIXTURE OF FAST GROWING SEED TINT IS SUITABLE FOR SOIL CONDITIONS. (TYPE OF LOT WABLAGE RUMOR q. n.v 11eR (MX eN.mr) 7:::::: qJ. 'p'�- .: •"• (•"r } ,��L. GRAVEL BASE SEED TO BE USED IS TO BE IN ACCORDANCE WTH SOIL CONSERVATION SEFMCE a �� < 0 il�L m - fiC]o • RECOMMENDATION, L MEN 22Hm.12 q ft or 365Tx(]S�ubn) T 4,r ' '1 •. •••�• M.."i.•.;C0 9 0 '..•'• '0�j 61 • '4' IP (3) ALL CLEARED AREAS SHALL INSURE TINT THE LENGTH AND ANGLE OF THE SLOPE IS PARKING CRTERA: -J N A : " �esP 4 I MINIMIZED TO TO REDUCE RUNOFF VETOCfY MD CFANNELNC. ALL RUNOFF IS TO BE I I-'- �� IL • : ^^ '.'. '.•,, .7.•- `,`. DIRECTED AWAY FROM SLOPED AREAS MAT HAVE NOT BEN STABILIZED WITH GROUND PARMING _R TER A 4 CiTILE.VEA 4fpegT M. IL . I SPICE/ 1 W q. M. .43 SPACES ,dT. �•.�_ •. • • • • • • COVER. ICCESW &mem SI 3• q, R • I SPARE/ IoW •M ' - 2 SPACER fi C 4y �ti _• ( 4 n-�T �` yy DAs. CURB & PAVEMENT DETAIL (4) ALL RUNOFF AND SEDIMENT IS TO BE CONTAINED ON SITE AND NOT ALLOWED TO RUN IWACCESSORY APE MENq. 3•.545 q.E APARTMENTS• 1 SPACE/APARMENT . 3 SPAM 1 Q • Q W 3 - • Pwr - 'd ," ONTO NEIGHBORING PROPERTIES OR INTO PUBLIC ROADS MO DRAINAGE SYSTEMS. THE TOOL MFA 6TOe2rtt Y• rl ' �,� - USE OF SmIMEM BARRIERS OUG 5 T THEM ALONG THE PERIMETER OF THE TOTAL PNNM SPACES IEquM➢- » ( W �• LO i-7 I ,0•'l; TEST HOLE: LEST NOTE DATA PREPARED M LI LOILYD GEOA.FNCE BOILING LUNE ON 11/z0/Ot CONSTRUCTION 911E THROUGH OUT THE ENTRE PROJECT. 1 i � H • • (5) A CONSTRUCTION 511E EM SOIL MID DEPARTURE AREA IS TO BE GROTTO TO PAWNsaes HANDICAP SPACES l iOl - u 0 - M1 aIli PR0Pts•-OF- 11044 yF ns __ O 6 PREVENT RHE TRACKING OF SOIL MID DEBRIS ONTO PUBLIC RHOS, TARS IS TO Ipryy�A25 Hplyhp 51 2 �• N LL lift •1h y - % W x MM BRUWH tam OL REMAIN IN EFFECT UNTIL THE ENTIRE SOE HAS BEEN COMPLETELY6OFLANDSCAPED AND I �' I. .=!." w Y� w1APONAs�M`L v �� I. ALL PARKING HAS BEEN EITHER PAVED OR COVERED NM A MIN, OF 6. OF CRUSHED DRAINAGE It ROOF RUNOFF: i • 0 o ". �.,: r55• . 1fl__] -. / '.,r"'10 .�...w.._ :�, rye•"ems 'ILc W- a,� `3 MOM SILT IR STONE RUN OFF FACTORS ASPHALT - 08 , ROOF = 1.0 Z , �y.. N L•I (6) ALL RUNOFF IS TO BE RETAINED ON SIZE IN ACCORDANCE WITH Al 1➢CLL 1'-0' DEEP POOL . 10' INA. = 68.38 cu. N. per vertical X. 1 Z N9�ayif�i (• ,,vim )J.� t-, >8 REGULATIONS AND MPMENT ALL INLETS TO STORM AWNS ARE TO BE �� ESC . , L'] PALE BROWN FINE to COARSE STD ./ ZEST GRAVEL SW PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF DAMMING AND WEST BUILDING ROOF 4,42429 W Elk u.,+vy,�,�i r"`�.'i nePruu q y jl r m b Y SCREENING. - p. R ce :•";• Y ppp n • • • • "C' PALE BROWN FINE TO COARSE sem SW .166661 x (4,424,29)(1.0) LU .- rl lA�Jll�r'e O (7) ALL THEINS ARE TO 0E TMm 10 MINIMIZE THE DUST DURING ME CONSTRUCTION. = 131..36 / 66.36 co ft = 10.76 vertical feel 121' (e) ALL ERCISION CONTROL MID Y STABILIZED. BARRIERS ARE TO REMAIN IN PUCE UNTIL ALL �� 0 M w �����6 J •••' C MI WATER N PALE B•OeR FLUE TO COARSE SMD SW LAND HAS BEEN PERMANENTLY $ARN1ID. ONCE FANO HAS BEEN PERMANENTLY 2- fi' DEEP POOLS REQUIRED PRoros� N I Illi-�e �� � y:.-:GPs,-V• 14' STABILIZED STORM DRAIN SYSTEM IS TO CLEARED AS NECESSARY. �• 1 -• C (9) MAINTENANCE OF EROSION CONTROL SYSTEM IS TO BE CONSTANTLY MONITORED IN �IWING fl00F - 3.864..)6 .q. N. 0 O ' ORDER TO INSURE THAT THE INTEGRITY OF THIS IS MAINTAINED, [SPECIALLY . .166687 x (3.964.76)(1,0) nm : �� - c WATER N BROWN SANDY CLAY CI. AFTER HEAVY STORMS AND CONSTRUCTION BEING PERFORMED IN AREAS OF EROSION = 550.79 / 68.36 Cu. ft = 9.65 vertical feet o [TI t]-p THE � L. ••• ,-I CONTROL MNNIENWCE IS OR INCLUDE, MR NOT UMTEF TO THE REPT.. OF SEDIMENT I� �ASPHAL1 �+ ,/ • r • BARRIERS, CLEANING OF STORM DRAINS, REPLACEACNT OF HAY BALES MD REGRADING z- 0 DEEP POOLS REQUIRED Ul y� 1 1 j MI .' -7„i..,, ,Trkil wco AS NECESSARY TO PREVENT RUNOFF AND CHANNELING. 10 �� A J•' ASPHALT AREA -A' - 3.21E W. R "Al � FLAG - 1"` Maur .yL.'.-^. NPrI� WATER N PILE MOWN FRE TO CHASE SND SW (1D) PROPm DISPOSAL DA ALL WASTE, OmR15, HAZARDOUS MO ro%IC ANIFANIS IS TO . .18666) x (J,2BE)(1.0) fon'."I• ' 1• _ P BE n1E RESPONSIBILRY W THE CONTRACTOR HAS BEEN I DR THE 01%ER OF THE "L - " 12' 5M.00 / E6.39 cu. K 501 veNwl fast COW . �? PROPERTY OF NO GENERAL BEEN HIRED), DURING CTJ.SMUC110N TO WWI _ nm"L s,{ _ .. COHABITS. WATER ENCOUNTERED AT 123 eF]IIW REFACE �) u� . - - vINSURE THAT ALL LOCAL. $RATE. AND FEDERAL LAWS ME COMPLIED WITH 2- 10 DIA. x 5' DEEP POOLS REWIRED I w 1 b W - ' ' ------- __ 1 O :r, LEACHING Brslx DETAIL PITCHED CONTINUOUSLY.CONTRACTOR ASPHALT AREA 'B _:_' _. .T r 0 t• 2= WEAR COURSE TO BE THE GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR MAINTAINING ALL RECORDS OF ME •• 1'66667 x(3,786.06)0.0) O •O •• •,O,'� .I nIW1. 65.38 Cu. R. a 9.23 vertical feel a. SEl MDS DRAIN CO .COV1A CONSTRUCTION SALE ACfMIIES, INCLUDING BUT NOT UNTIED TO ALL INSPECRN REPORTS, 01 / ( w11 •...„ "'" 0.EBM VIOLATIONS OF THE EFL FACE OR ACCIDENTAL NSCHWRGE OF POLLUTANTS TO 'HE PROPER 4,^ •n•w HNv O TRAFFIC COVER _ _ 2- 10 DA x 5 DEEP POOLS REQUIRED FDuxD � 5 KI,.�r:n+m`"'• AIIIHORMES, AS DEEMED 1YlIH THE USEPA GENERAL PERMIT. ALL M001FlGTI0.5 TO THIS ' N T TE BY THE ENGINEER MD APPROVED PRIOR ASPHALT AREA •C• - - - I,Irjp. CAMPBELL FOUNDRY TO TEAMING CHANGES TO 1IHIS DOCUMENT Ira' __ = 53 08 cu. R 621 vertical feel '''S; IN'''.- mnv,nnrnurl' ----- _ ._' '� I N ANY C - JruAn ':.`'.. _ ,.� -Ay:. N µZ l�G .LI '(\\\ CAST IRONI FRAME k ORA ORPSPECLLLTCONSMUCTI ALFRED ro BE EVNEYE➢ N 56fi56J/x BJ,JBJ.JB)(1.0) -,:r;.�l� • 1115 ® N o �' O \� L)\ ! 0' [NAME R BUILDING N SECURITY [TO[[[T : ECESSIIlY OUE TO SITE CONOMONE 2- 10' OAA 5' DEEP POOLS REQUIRED= r : . . pEWnO , p r N 1' MINIMUM 1' MINIMUM HIS OMG snE / PoS-TOP SERIES 54-D AN OUE STREE JPS ASPHALT AREA ro = 3,256.10 FA q. ft. lo)(1.0) 11 I 9• (d O D Q 175 WATT MEAL WLOE UCHI'S ON 14' TALL 3. O.D. POST AS PER STIE PUN IDCATNRI. . 514 15 / 5038 cu H. = J9e wNcal iwt o', Ilrrl .Ili y % »w1 ALL FIXTURES AND POLES ARE TIT BE YANUECNRED RY 16 PHONMEIflIC DISRNBLIIIONS A - Z O �., A bb�� " DO DOD . ALL OM 100 AND POLES ARE TO BE DELTIGWRD BRONZE FINISH. 2- 10' OA x 5' DEEP POOLS REWIRED : zr i f ;l•-•• (r1 It i6 CUSTOM 100 WATT INCANDESCENT =GOOSE NECK- BUILDING MOUNTED M RES E - (;J g EP E • : 1 • FlXTURES ARE TO BE WHITE ASPHALT AREA 'E' = 4,71202 eq, N. a; b - _ E _ Si) Lr r ` � - ,.''�j.=` POS = le6eaJ x (4Jlz.oz)(1.0) ;. � AIRY n _ a a ® _0' " • op P LIGHTED BOLLARDS ME To BE USED BETWEEN BUILDINGS - 7.1a56634687,08(435,712;0211.02 R5.34 / 546.)6 GU. R. - 11.46 vertical feet • "y'�� �__ _ ry D STYLE MONIED C METAL HALIDE 1]5W -- _ '1•r Q &' n I h. ,,•-•,f,,•.•,,,.... `" - /` ❑ R (CONCRETE) W (3)- 10 A A 5 DEEP POOLS REQUIREDa 21 If *MI r.',4i,.v' .wn • • ' ' ( • \Asw,ul A y.-`•`"' DRIVE-UP CANOPY AND SOFFIT UGtMNG IS TO BE 100 WATT MEAL MIME SQUARE RECESSED _ .3.::. . v alEl CTI 2 ' :111:111N..1.:<.c-r; �: � Q Q WO RES ARE TO IMTCH UNDER SDE OF SOFIR (WHTE) ASHWT MFA 'F- a .188587 x (1$084,56)(1.0) I � /B•_ • 40A 0 LLJ - 2,014.10 / 6E,30 cu, R - 29.45 vertical feel ,:TN. LIB. B F ��WII SECONDARY MENTOR DOT DOORS ME TO HAVE 75 WATT METAL (WIDE WALL PACK 1 $ 0 F0 � m,......a„".I � • - _ o_ :A- .AS 7 A ❑0p I FINISHED TO MATCH SIDING, NO POOLS REWIRED - AR Pm TOWN OF SOTHOLD AUSIEES •iTCrfSa;rAI L••''� E,� nd �AbP MLI _ -'a--� jo PEM• - -�! r ❑ Q ASPHALT PIR(INC LOT IS TO BE PEERED TO IIIILIZE NATURAL OflAJHIV;E AREA ..rju1NT:k,. �' ' • 'DA •'�� ss ;, • > I APARTMENT ENTRY DOOR IS 101 HAVE 100 WATT INCANDESCENT -GOOSE NERC- BUILDING [„L I V;. II'- W�.r - A OTIC "4K •.. MOUNTED FlXMRE W.a.a „ 'Iu . • • L' :. �••'-,• 1 :•:• ' - 5\E 0. \RE9.6g • Q o ,, •f6.. ROOF RUN OE POOLS 10�OA • 5' DEEP AS NOTED 4y - or C. 'Yr. I� _ 0,441......_ so gIOEM\Y'4 . . ✓COIF �v46♦ I : OWNERSHIP AND USE OF DRAWINGS: F �� A0. -•ln� .'' ❑ �4a4 ROOF RUN OFF POOLS 10' DLA x 6' DEEP AS NOTED Yn(:..•. .•.' 'TM.' '. �. 90IAJ- El \ i Ther drawings and •prificallor Including . , . - • • _ ••uT\ t - •a ln. mr.. ar n nna 6rTo • G ` PO.;_.14.h CURBING - _ -a •. • a_ a ••. AND GRAVEL ASPHALT PARKING PUN OFF POOLS 10' OA x 5' DEEP ',I Egse�d O.e19 ArotleW, nNp port /• . �3 . �'.'.'.'.'.' J: - 1 ;� ., A / C-Ypra.ar,.a tnel•In. or. the [�prq or • • ••• !"'- -- ] _/ , � • CL I __ _ - �rNY, SMITATY: therm)or Ued •:.' _ - L n R . -• ., • L : °. - a-.• 'A• _ _ -A S� e 25) O \ 1 LXlmxc SLIVANG(s) Ac m of aumm ' Rork or project InDther than or which they ,FNFRAI NOIFSany ! `w' ;'`_.•:,' .: 'E •••'•91•••.' i "0.E0IlI ' .d•• �` S Rt S-0• TO GROUND WATER x Mn sunt STENS snug FADED u AIN CLOSED. :have been prepared without written J ti.. .1. .it �r� • .`ff.'s, 1cN(0•5 OS • a, . O f. N.Y. 1 HAY BMs WITH ar N+5L51s SNAIL DE PROVIDED DUMB CONSTRUCTION :consent or East Em Design Associates. A L DW,TR. �� w 3\0 ° wuv . a. . a ROAD sy A •: .•,•. .s+ :••••;..11400.1111).x.... 1:111. . •4� (AS HEMMED MY TUN v'WulxaD TRUsnEES Er NEW YORK STATE DEW L.C. 'i 4 ALL DRAINAGE IS TO MEL sou .LOCAL CCOE :. . /MAIN LEACHING BASIN DETAIL .A.-•. 1 •REOA16gR . .• N" .. _ 'i PROJECT N0: NON-Msrx TRW SCALE: 1" = 20' • • D'o .- . . . '.• .'-`~ s iT . ' C". SEPTIC DETAIL ACCESSORY MEn121 OFFICE 867-2005 • •'••• . / A PO6�sl�weAc�m APARTMENTS i DRAWN FEY: _ -_ __ - •.•.• .•••.•.'a . .�:', 4 Iyu13OW OF ? s 154 NOTES: ROUND SEPTIC TANK I„_' _ `,I ' Hi.6 ALOWARIF SANITARY Fl OW (nFNSIIY)' T CMA 0 151 10' 20' 'TO' p0UN0 .: -6. I',� V'1 ..1., AL _ 7GROUNDWATER MANAGEMENT ZONE N • TION i ' 401 1 . ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM ALLOWABLE FOR SIZE WTIH PUBLIC WATER 800 GPO PER ACRE WILE: con ice'%5. tl 1 a' _ - .: -u-.-. •. 600 GPO / ACRE A 1.408 ACRES M3.fi GPO r DA ��6 15� EXISTING ELEVATIONS ARE SHOWN THUS: . 5-a SWAGE MSMIW DESIGN Minn Ames. N OS- 10-05 SIGN DETAIL: no-T/1• HANDICAP CURB DETAILS: ! REVISIONS: mm-Fell MO 07- 1 OS NON-U aFFIa: Iew.0 q n • 1 v0 - 1rA1 GPO NF]/( O O NON-MEDICAL OFFICE STLM•1. 1t • .W VD . 34.42 GPD ACCESSORY STORAGE 62FM q. R• .04 e . 35.04 GPO • 07-25-05 X ACCESSORY MMTNLMIs (3) 6W q. ft APMMEMS • IW GPD - 451100 TOO • 08-02-05 ADJOINING SLOPE �rM \ brim PIXIgM9 \ SHALL NOT % \\ NW-YFJM121 office 2.005.05q. R' • 'W GPO• 12570 rYPDan IXC® 1:2(1 Y SLOPE = Y:% FLARED SIDE M 6RY STORAGE eq. n. • AH Geo • 1 1 10 FF MTV. IMO2 CAST INN FRAME AM Carle TO MAT brim TION MIK USAGE 5,5.04 GPO l' 111': T 7I 71 1 �■/l/�'I T OTE If X u We Own 68 in. 1220 mm, Am A. LOou1G Mslwc TO GRACE oFWM.F MWOGI SYSTFy fl lC t15 - �J lV sON V I Il Yf w000 eAHvEo SIGN WITH RAISED LEriERs NOTE N.lop. ( ) • DIVIDE ELM.110 A0& \ -IUDMIG CASING ro STARE lo' ow x 1' DEEP LEAgeIG POOL . 31.52 venom.FUT 1 DMWWG TIME •• " �I �W ..TILL 0.lgn storm Emrn Notion N shed water ray horn w2 N the Oared side EOM 051 novel 1:12 _DGnw:r } S' A V ( N G S B A N K WOOD FRAME.EINIsHEDpm,z6D re,:. Imp.. FLARED 90E$ RIMES INLET UM _ FOISTED WADE ns tT• ws•r»a.DEER LEACHING woI- ssW AmIKx Fm X11•- t MAXX14•- ICCAIE MOP -r Mx.r tlA - -I- 1. r h E TRAFFIC DEMON SIM - UNDER Accts =-za•-_ r l , 1440 PIPE MIN. PTI TNR �G LANDSCAPE RIE__ ( INEIIM¢ EGMrvAIERT - 2' MAX 145.14 GPO (USE MIN, SYSTEM) . 2 MIS - 29016 • w5 24 Hovx' BANKI e E � �` m„_ I '" _ N,Nm r 6 0P) tr-0.VIDE TRW GAL IJI TME I. PLAN e p. PAA FOOT MIN. troRie CO " I:1D YM.A•MA MET E 16W 6' b' I] (1) 6'-0•M4 x 4'4 SUMO $FDIC TAM( I • WOOD CARVED SIGN WITH RAISED LETTERS [[RVI. 2100 PPE OR YµC tlA lE 15.50 Yx, (qA TIRESOME 145.14y: O ,' 1 6FIDIM@• EQUIVALENT MEND Plc a I ( a' HIE 15311 0 i PLANTING OR OTHER PONIED I/1' 1E400 PPE 4' 10' PPE WTaW 1/e•EL MA% po El Gro / 13 . NS 75 q. It / 3162 v.11m foal . 107 Mel EAST END WOOD SIGN W it'Y TDPAsmE FRAME NONWNJ(ING SURFACE 36' (915 mm) MIN \ PER Tui PITCHED 1/C -1-- 1 ® PROVIDE (2) 1W OLA x D' EF. DEPTH - 12 mum IDA -37521 q R J, ±; BRIAN ARM PAINTED TO MATCH pins 281i Me /:. PER FOOT II 8 ® DESIGN ASSOCIATES in, �_' ID T- N e B•x- -r YE-' m FAQ •D MNG Y SHEET NuuluR: 1 PHYSICAL THERAPY $ ----------.....,... 11 I1\/ / ' ' o EFFECTIVE o WOOD cARvSo SIGN WITH RAISED LETTERS / 1 FLOW LINE _/ (VARIES) W DEPTH W (USE YIN. SPRY) • 2 MTs = 11wa GALLONS ////� \ ^ SEmc_iMX_eFNYBL¢ k // ens GPD //// 74825 INMIES) PPD W A 0W M EP TARN M �B'DOTTOAIFIRAML NOTE �l.'MIN 1D'- DIA. $ RO WE 10 Wi. S N (1) 10'-0• DH 5'-0WOUND GFllp TNM MACHIRPAINTED TO MATCH 5IDN"A' O9} GPO/ 1A . 1615) q. R / ]IN nrllml OM . H16 I� Romp TORT not project into hiodv tit nc Imp. PROVIDE(3) 10' DIA. x ( ASF. DEEM . Ie JwnMn IM -375.24 q. tt /�A L SEE.OE TI-O NIREQUIRREMENTS (VAEMNTs) 11 1 (`J`' BUILT-UP CURB RMP SEE SEPTIC TANK REOUREMENiS Th FOR EACH BUILDING 3 R. MIN. ABOVE IiRWNO W TER EXISTING C POOL OR SEPTIC TARN TO BE ABANDONED MO FILLED IN P 4 M' STREET NUMBER CARVED) T AS PER SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIREMENTS. • 4 ` BACKFILL MATERIALDTO B M r �\ Copyright © 1995 SAND. MID GRAVEL NO WELLS LOCATED WITHIN 150' FROM ANY DRAINAGE OR SEPTIC \\\\\\\�� RETURNED CURB WOOD STANCHION Architectural GRAPHIC Standard, CO-ROM r MIN. PENETRATION EO TO MATCIr SIGN T' John Wiley h Sona, Inc Now York. NY INA VIRGIN STRATA OF SITE PLAN DISCLOSURE. 1 (FEET TO AIDMORAL MU1Ms FOR •IIWNG SIGHS. u5EC1OtW.SINS, ETD) 1,500- GALLON CYLINDRICAL- SEPTIC- TANK DETAIL LEACHING POOL DETAIL SAND MD GRAVEL SITE PUN INFORMATION IS BASED ON A LAND SURVEY PREPARED BY JOSEPH A. INCECNO LICENSED ) N.T.S. N.T.S. LARRV D SURVEYOR. NEW YORK STATE LICENSE NUMBER 49568 , SURVEY DATED JANUARY 3, 2005, I 51CN -A• TYPICAL FOR IWO SIDES (EXTERNALLY ILLUMINATED APPEALS BOARD MEMBER i,•01 F S0045,o _ Southold Town Hall Ruth D. Oliva, Chairwoman e �� 1p 53095 Main Road•P.O. Box 1179 Gerard P. Goehringer ; * * z Southold,NY 11971-0959 Vincent Orlando co Office Location: ct- James Dinizio,Jr. . ,' Town Annex/First Floor,North Fork Bank Michael A. Simon �ytouNm �i� 54375 Main Road(at Youngs Avenue) • %•'" Southold,NY 11971 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD • Tel. (631)765-1809•Fax(631)765-9064 September 28, 2005 Mr. Ronnie Hill • RLH Land Planning 8595 Cox Lane, #7 Cutchogue, NY 11935 Re: ZBA Ref. 5739 _BCB 'Realty Holding Corp. (Variance for Length of Building) Dear Mr. Hill: Please find enclosed a copy of the variance determination rendered by the Board of Appeals at its September 1, 2005 Meeting. Please be sure to contact the Building Department (765-1802) and Planning Board (765-1938) regarding the next step in the building and zoning code review process. You may want to furnish an extra copy of the enclosed determination to the Planning Board and Building Department at the time of r submitting other information, documents or amendments, if necessary, during the final review step. Thank you. Very truly yours, Linda Kowalski Enclosure • Copy__of_Decision 9/28/Q5_to:- . --- -- --- --------- ------------------------------- — --------------- ----- -–Building Department Planning Board im" OFFICE OF ZONING BOARD OF APPEALS Office Location: NFB Building, First Floor, 54375 Main Road at Youngs Avenue Mailing Address: 53095 Main Road, P.O. Box 1179 Southold, NY 11971-0959 http://southoldtown.northfork.net (631) 765-1809 (ext. 5011 during recording) fax (631) 765-9064 TRANSMITTAL SHEET TO: I. A, FROM: Zia A (ifcjrr€..) DATE: 9 / 2-6 /2005 RE: / /05 Agenda (or s/ir (3C4 MESSAGE: ( ) Correspondence or related attached regarding the above for your information, eAn. tto (StALC,t4,;Is Thank you. Pages attached: 2 . „ -. lup 4. FORM Na. 3 ..----a- . .1 3q NOTICE OF DISAPPROVAL DATE: April 22, 2005 ,),-:b TO: East End Design Associates A/C Murphy eve 5130 Main Bayview Road A-)"`.- �'1 b I0c 0 Southold, NY 11971 lI Please take notice that your application dated April 19, 2005 For permit to demolish an existing restaurant and construct a new bank building and a new office building with accessory apartments above at Location of property: 74825 Main Road, Greenport , County Tax Map No. 1000 - Section 45 Block 4 Lot 8.3 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article X, Section 100-103.0, which states, "A project shall be divided into separate structures so that no single structure shall have more than sixty (60) linear feet of frontage on one (1) street.” The proposed bank building is noted as having 72.5 feet of linear frontage. In addition, the proposed construction and uses require site plan approval from the Southold Town P arming ':oarc, .---7 t 1416.. ' :r'«s.�hori:e• ature Note to Applicant: Any'ehange or deviation to the above referenced application, may require further review by the Southold Town Building Department. ' CC: file, Planning Board -85,95A_C,ox Lane -Unit#7 Cutcho ue;,NY .1 '1935-1 124- _ - - - 9 € Tel Tel: 631 734 4036. -, Fax 63.1;734.4030 ., • -� - Email,: rlhLPSG�optonline.net. - Website: www:rlhLPS:corn ' - - Land Planning Services ` • _ i - August 8, 2005 " Town of Southold Zoning Board_of•Appeals - ' . Southold Town Hall Annex = `I AUG• �'9 2005 PO Box 1179-_- ' Southold New York 11971- . ' -. ;- . - 7� --2-.".. - . . _• _ .. _ _ , . ZONING.BOA�O"OF EALS - �- - re': ,Zoning Board Appeal for BCB Realty-Holding Corporation - . :_. _ , ` - - - 74825 Main Road , .Greenport,,NewYork - -- SCTM: ;1000-45'04-8.3 - : ,- _ • - _ - - " ., - -- r, _ ; . ," j Dear Members,.of the Board:; • ' - - - - - - „ - '_ ,- _ , • _ - In-regard to the `a above referenced project, attached 'please.find' ttached please-find -. - • . ' seven ;(7) sets=of an updated Site-Plan; dated last revised 02Aug05.' One color copy'::- • -_ of.the, Landscape Plan (Sheet SP-4) is included for ease e of viewing.; ' - •--: .. - , :Copies'of these updated-plans .have been_submitted to,„the, P lanning-Board, and the - - Building Department:- ' - -, ' • „ _ . . ' - ; - _ If-for any;'reason, additional.information is required_to_ process:this 'application in'a_ , _ -, - timely manner, ple=se contact'me-'as-soon'as. possible.' ; - ; ` f ._ , • . ,pectfully Suo itted,:..: : • = : I i - - I4 __ . 4 , , o nie.Hill -. . ji , 'a for rlh land Planning:Services, Inc: . - Attachments - ; BCB• `Reality Holding .Corporation • . - ~ -r. „ • -• ” ' ` ' -• - -File , . • _ , . ; - - PROJECT DESCRIPTION (Please include with Z.B.A.Application) 1' I Applicant(s): t,y..,g, ( W /f I. If building is existing and alterations/additions/renovations are proposed: A. Please give the dimensions of new extensions beyond existing footprint of building: Dimensions of first floor extension: Dimensions of second floor: Dimensions of floor above second level: Height(from ground to top of ridge): .•••B. Please give the dimensions and square footage of new construction over existing footprint or over g== a44, Ibi�.� = 47'6" X 70V2v1r °, i/,/ h�s t�� Dimensions of second floor: v Dimensions of floor above sec5 d level: Height(from ground to top of ridge): Square footage for first floor: second floor: vif. If land is vacant: Please give dimensions and overall lot coverage percentage and square footage of new construction for each floor: Dimensions of first floor: Dimensions of second floor: Dimensions of floor above second level: Height(from ground to top of ridge): III. Purpose ar use of n w construction requeste in this application: / L.,_,,, ! G' r' �,4,A "`-ug. -, �m L 4- Ts c.�r6._ mss,f IV. Additional information about the surrounding contours or nearby buildings that relate to the difficulty in meeting the code requirement(s): tki(A--. V. Please submit seven(7)photos, labeled to show area of proposed construction or existing yard areas for which variance relief is requested(after staking corners for new construction). Please note:Further changes, after submitting the above information, must be placed in writing and may require a new Notice of Disapproval to show changes to the initial plans. If additional time is needed, please contact our office, or please check with Building Department (765-1802) or Appeals Department (765-1809) if you are not sure. Thank you. 7/02;2/05 - -- -- - QUESTIONNAIRE - -- - FOR FILING WITH YOUR Z.B.A.APPLICATION A. Is the subjectyremises listed on the real estate market for sale? ❑Yes Mo B. Are there any proposals to change or alter land contours? ❑Yes f o C. 1)Are there any areas that contain wetland grasses? Lte5 2)Are the wetland areas shown on the map submitted with this application? 3)Is the property bulkhpd between the wetlands area and the upland building ar ? 0 4)If your property contains wetlands or pond areas,have y u contacted the office of the Town Trustees for its determination of jurisdiction? 5 . Please confirm status of your inquiry or application with the Trustees: (Uga 1 D. Is there a depression or sloping eleion near the area of proposed construction at or below five feet above mean sea level? 0 E. Are there any patios,concrete barriers,bulkheads or fe that exist and are not shown on the survey map that you are submitting? 0 (Please show area of these structures on a diagram if any exist. Or state"none"on the above line, if applicable.) F. Do you have any construction taking place at this time concerning your premises? 0 If yes,please submit a copy of your building permit and map as approved by the Building Department and describe: . G. Do you or any co-owner also own other land close to this parcel? /1/410, If yes, please label the proximity of your lands on your map with this application. H. Please list present use or operations conducted at t i parce F3' .L' and proposed use ® ( f& ( Q.44 62, J. 66,b. if(examples: :fisting: single-family; proposed: same with garage.) i ,/IL/ utthor',zed ii,Ina ure d Date 2/05 /41/'— •' ! ._ / /Cofe)/ 914.‹...."1 617.20 Appendix C State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART I -PROJECT INFORMATION (To be completed by A plicant or Project Sponsor) 1. APPLICANT/SPONSOR 2. PROJECT NAME rlh Land Planning Services, Inc. BCB Reality Holding Corporation 3. PROJECT LOCATION. Municipality Town of Southold County Suffolk • 4. PRECISE LOCATION(Street address and road intersections,prominent landmarks,etc.,or provide map) 74825 Main Road,north side of New York State Route 25, west of Moore's Lane. 5. PROPOSED ACTION IS' 0 New 0 Expansion El Modification/alteration 6. DESCRIBE PROJECT BRIEFLY: Construction of an Office/Medical Office Building with Apartments above and a Bank Building with a Drive- thru. 7. AMOUNT OF LAND AFFECTED: Initially 0.1968 acres Ultimately 0.1968 acres 8 WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTRICTIONS? ❑ Yes El No If No,describe briefly A variance is sought from Article X, Section 100-103C of the Southold Town 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? ❑ Residential ❑ Industrial Commercial 0 Agnculture ❑ Park/Forest/Open Space 0 Other Describe. B zoning district(General Business) 10 DOES ACTION INVOLVE A PERMIT APPROVAL,OR FUNDING,NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL,STATE OR LOCAL)? ❑✓ Yes 0 No If Yes,list agency(s)name and permit/approvals: Site-Plan approval from the Southold Town Planning Board; Trustee approval from the Southold Town,Trustees; and New York State DOT. 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? 0 Yes ❑ No If Yes,list agency(s)name and permit/approvals: Two curb-cut for the site currently exist with the New York State DOT. 12 AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT/APPROVAL REQUIRE MODIFICATION? ❑ Yes 0 No I CERTIFY T AT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant/spo `far name. rl and Planning Services Inc. , Date: 07Jun05 • Signatur:. / 67 7611.14014 / ► / ' ! E 1(974C„..., If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment OVER 1 Reset-% PART II - IMPACT ASSESSMENT(To be completed by Lead Agency) A DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR,PART 617 4? If yes,coordinate the review process and use the FULL EAF 0 Yes El No B WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR,PART 617.6? If No,a negative declaration may be superseded by another involved agency. _ __ Yes fl No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING.(Answers may be handwritten,if legible) Cl Existing air quality,surface or groundwater quality or quantity,noise levels,existing traffic pattern,solid waste production or disposal, potential for erosion,drainage or flooding problems? Explain briefly C2. Aesthetic,agricultural,archaeological,historic,or other natural or cultural resources,or community or neighborhood character?Explain briefly C3 Vegetation or fauna,fish,shellfish or wildlife species,significant habitats,or threatened or endangered species?Explain briefly. C4. A community's existing plans or goals as officially adopted,or a change in use or intensity of use of land or other natural resources?Explain briefly C5. Growth,subsequent development,or related activities likely to be induced by the proposed action?Explain bnefly: C6. Long term,short term,cumulative,or other effects not identified in C1-05? Explain briefly. C7. Other impacts(including changes in use of either quantity or type of energy)? Explain briefly: D WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA(CEA)? ❑ Yes El No If Yes,explain briefly E IS THERE,OR IS THERE LIKELY TO BE,CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? El Yes Ei No If Yes,explain briefly. PART III-DETERMINATION OF SIGNIFICANCE(To be completed by Agency) INSTRUCTIONS: For each adverse effect identified above,determine whether it is substantial,large,important or otherwise significant Each effect should be assessed in connection with its(a)setting(I e urban or rural), (b)probability of occurring; (c)duration, (d) irreversibility, (e) geographic scope; and (f) magnitude. If necessary, add attachments or reference supporting materials Ensure that explanations contain sufficient detail to show that all relevant adverse impacts have been identified and adequately addressed If question D of Part II was checked yes,the determination of significance must evaluate the potential impact of the proposed action on the environmental characteristics of the CEA ❑ Check this box if you have identified one or more potentially large or significant adverse impacts which MAY occur. Then proceed directly to the FULL EAF and/or prepare a positive declaration Check this box if you have determined,based on the information and analysis above and any supporting documentation,that the proposed action WILL NOT result in any significant adverse environmental impacts AND provide,on attachments as necessary,the reasons supporting this determination Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(If different from responsible officer) • Reset,, TOWN OF SOUTHOLD E DING PERMIT APPLICATION CHECKL BUILDING DEPARTM ;C Do you have or need the following,before appl) TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Examined , 20 Trustees Contact: GR.A.►c, Approved 2 Mail to: Qo fbes 16,'1S Disapproved a/c �� So.�tr+�•-o �.t Y lkori Phone: C"% CAS - ISto2 Expiration 20 air fes, BI pec , - t is I 6 r ' 'LICATION FOR BUILDING PERMIT DEPT. TOWN , scuT:"t?10 Date M} u.-1 2.1'T , 20of. INSTRUCTIONS a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 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 streets o areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permi 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 what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting tl property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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, building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 41,01" (Signature of applicant or name,if a corporation) PQ •9,o. t.0 ?S oa r1-see-o, tart t (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises r t r £ 14,1M t-'L311-91-01d (As on the tax roll or latest deed) If applicant is a corporation, sigliature of duly authorized officer (Name and title of corporate officer) Builders License No. prsa—tn„.�ca Plumbers License No. Electricians License No. Other Trade's License No. 1 Location of land on which proposed work will be done: '7`1•825 Ma0-1 t.a.>c.c> &R- .aPoAT House Number- Street Hamlet County Tax Map No. 1000 Section `15 Block Subdivision � �=in��1 " Filed Map No. ,hoY wsiti lc/Latta,OL.:x?t (Name) yl}ulo.)il1otlua,tvad:,N;':;,r) .0 Q.�`a Je iedre oil State existing use and occupancy of premises and intended use and occupancy of proposed construction a. Existing use and occupancy REzsc, 4-r - $,, „_CESS b. Intended use and occupancy gam,_,K c,FF«E. I Ac ssc Nature of work (check which applicable): New Building Np Addition Alteration Repair Removal Demolition Other Work (Descnption) Estimated Cost 1,300, Fee 35. ( c,-<< VISSARN-6-440--> (To be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars occ"- ys° . d Act esaa4n StoStd wE %,%up % 2. 41 If business, commercial or mixed occupancy, specify nature and extent of each type of use.`"`z' � A.91- 4,556c.) Dimensions of existing structures, if any: Front SD' Rear S'o..". Depth se Height '--a' -tz Number of Stories Dimensions of same structure with alterations or additions: Front ' Rear 14 IA Depth NIA Height N1 A Number of Stories i-4\A p 7 EAS1 G-DCq J•Fis: (16' 1�+,•1c q .L� 7 �• -CAST 9,1.Q Dimensions of entire new. construction: FrontwtT Px«a 5�-� Rearv1 ;cr oc,aysi�(s," Depth .r16st Bc-oci t.ws ' c�.►�w Height--,..arta 6/,...m, toe-us' Number of Stories„ s� c� ►vL Size of lot: Front 2S'-t.as Rear 2-(5 .40' Depth 274-$s _ / Date of Purchase -cat-►ta Name of Former Owner 1. Zone or use district in which premises are situated -�µd 2. Does proposed construction violate any zoning law, ordinance or regulation? YES NO Al 3. Will lot be re-graded? YES NO .Nit' Will excess fill be removed from premises? YES NO Al I. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 5 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES i/ NO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO if IF YES, D.E.C. PERMITS MAY BE REQUIRED. 5. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. CATE OF NEW YORK) SS: RUNTY OF ,.-.. ,-. being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing cdh.ract) above named, )He is the (Contractor, Agent, Corporate Officer, etc.) said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this-applicanon, at all statements contained in this application are true to the best of his knowledge and belief; and that the work will be rformed in the manner set forth in the application filed therewith. vom to before me this zp day of aiiizzi 207n Signature of Applicant � PP LINDA J COOPER NOTARY PUBLIC,State of New York NO.01C04822583,Suffolk Zik Term Expires Dem 31. 1'RAN SACT lONAL DISCLOSURE FORM 7 . . • APPLICI T'T r TO OWNER, CONTRACT VENDEI ED AGENT: The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The purpose of this form is to provide information, which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. R o‘n i4 ;1I rIh RI r;r S,-�,' (Last name, first name, middle initial, unless you are applying in e name of someone else or other entity, such as a company. If so, indicate the other person or company name.) NATURE OF APPLICATION: (Check all that apply.) FMCEt en Variance AUG ® 9 Special Exception 2005 *Other Approval from plat or official map tion YON�y� �o�R®of 4PPEALs Change of Zone Tax Grievance *If"Other"name the activity: Do you personally (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. `Business interest" means a business, including a partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation in which the Town officer or employee owns more than 5% of the shares. YES NO If you answered "YES", complete the balance of this form and date and sign where indicated Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself (the applicant, agent or contract vendee) and the • Town officer or employee. Either check the appropriate line A through D (below) and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A) the owner of greater than 5% of the shares of the corporate stock of the applicant(when the applicant is a corporation); B) the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C) an officer, director,partner, or employee of the applicant; or D) the actual applicant. DESCREP ON OF L TIONSHIP Submitted t , 0 J dayof ifL. .imat 009 Signature in 71I'� Print Na- • : • A TRANSACTIONAL DISCLOSURE FORM APPLICABLE TO OWNER, CONTRACT VEND] ND AGENT: The Town of Southola s code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The purpose of this form is to provide information, which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. i'n 0 .p r"-R ova i. ..t2 -s-x .r .gra— (Last name, first name, midd_e initial, `nless you are applying in the name o someone else or other entity, such as a company. If so, indicate the other person o company name.) NATURE OF APPLICATION: (Check all that apply.) blEaa Variance ASG 9 Special Exception 2005 2pMiivo Approval or Exemption 80Ap p of from plat or official map AppAkg Change of Zone Tax Grievance *If"Other"name the activity: Do you personally (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest" means a business, including a partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation in which the Town officer or employee owns more than 5% of the shares. YES NO If you answered "YES", complete the balance of this form and date and sign where indicated Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself (the applicant, agent or contract vendee) and the Town officer or employee. Either check the appropriate line A through D (below) and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A) the owner of greater than 5% of the shares of the corporate stock of the applicant(when the applicant is a corporation); B) the legal or beneficial owner of any interest in a non-corporate entity - (when the applicant is not a corporation); - C) an officer, director,partner, or employee of the applicant; or D) the actual applicant. DESCRIPTION OF I yATIONSHIP Submitted this , clw n Signature: IMO 7 Print Name: ecirAr e.EHL F:171- , i . • .. 8595A Cox Lane • Unit#7 • Cutchogue, NY 11935-1124 3 ' - r` Tel: 631 .734.4036 • Fax: 631 .734.4030.'► _ Email: rIhLPS©optonline.net - Website: ww.rlhLPS.com Land w Planning Services Authorization Form Date: CY-1.47-0S- re: Site Development of TM #: 1000-45-04-8.3 Greenport, New York I, Brett Kehl, a principal of BCB Reality Holding Corporation, owner of the property situate 74825 Main Road Greenport, New York; do hereby authorize rlh Land Planning Services Incorporated, to act as agent in my behalf in applying for all of the necessary approvals regarding the site development of the above referenced property. Signed:: / l 1A g r . ' Print Name: °"- A flCle. • i ' ,ii.�. /•,10' *of S00,- ELIZABETH A.NEVILLE � 4 ®l® ; Town Hall, 53095 Main Road TOWN CLERK P.O. Box 1179 REGISTRAR OF VITAL STATISTICS t/' Southold, New York 11971 MARRIAGE OFFICER 4:C �111 Fax(631) 765-6145 RECORDS MANAGEMENT OFFICER L 0 10 Telephone (631) 765-1800 FREEDOM OF INFORMATION OFFICER IeouNr(,� ' southoldtown.northfork.net d,‘ i OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Zoning Board of Appeals FROM: Elizabeth A. Neville DATED: June 22, 2005 RE: Zoning Appeal No. 5739 Transmitted herewith is Zoning Appeals No. 5739 - BCB Reality Holding Corporation - Zoning Board of Appeals application for variance. Also included is application to Zoning Board of Appeals; Reasons for appeal; short environmental assessment form;project description; application for building permit; ZBA questionnaire; authorization letter; notice of disapproval dated April 22, 2005; property survey and building plans (seven pages). , -, Town Of Southold PO Box 1179 Southold, NY 11971 . * * * RECEIPT * * * Date: 06/16/05 • Receipt#: 1640 Transaction(s): Reference Subtotal 1 1 Application Fees 5739 $400.00 Check# 1640 Total Paid: $400.00 Name: BCB, Reality Holding Corp Po Box 1675 Southold, NY 119791 Clerk ID: BONNIED Internal ID 5739 • ''-'-'' . al IF '. • 85,95A:Cox Lane -,Unit#7 -Cutchogue,`,:NY 1:1935-1 124 , - roF Tel Tel. 631,.734:4036' : Fax:=631`.734.4030,;, - ' , ' _ • - - s `, - - _Email:_rlhLPS@optonlinenet-'- Website:' w ww.rlhLPS.,corn - , ; .• - - Land Planning Services , . - _- . - , .. ;J,une 07,, 2005' ' - 1. 1 Town of Southold:Zoning 'Board of,Appeals ' - - - . ' , Southold,Town'.Hall Annex', - __ - - - - -, s. , • Sou`thold, New York 11971 v = - - _ , " . . - : -- - - , . - re: . Zoning Board Appeal-for BCB Reality:Holdin•g-:Corporation "poration • - ' - - ' 7482.5 Main' Road . - v." = ` • '. .. ; , F: -'-' ' Greenport, New York . - y ' ' ' : -. . ' . --� - 'SCTM:- -1000-.45-,04-8.3, . - ,,, . , - , - ; ., ` � `. ` _ • - Dear'Members,of the Board,: _ • ' -.' . - ; ' . • . ' - _ . _- •- ' , "In-regard to the above-referenced-project attached- please find the following: " . ' , ' " - , '1. -Seven (7))'copies_of-a;Zoning.Board'•of Appeals-.Application, dated 08June05; - ' - - ; ' ' . 2. Seven,"',(7): copies '--,of ,a -Short-,'Environmental., -Assessment-_.Fo,rm, -dated. . r . = •-" . , 07June05.,' •. --- . - _, .' ; . . . •3. Seven -(7)'. Copies: a, Survey= of-,-•existing: conditions; dated' last-•revised = ' 27Apri105; - - , - . , . ..4. Seven (7)''copies-of the;-Civil.Site` Design-Drawings.`(sets). for the' Site, dated' ' -- :Apilr',200.5; '5. ;A che,ck-in 'the :amount-of $400.:00 for"-the ,application fee - . - . ` " . 6:--Seven--(7) copies,of the,Application.'for Building Permit, dated 21Mar05 -- - ' - 7.. Seven ,(,7).'copies- of the-.Notice •Disapproval'from the Tow n of; Southold's - • ..Building..Dep'artment,- dated 22Apri105; and;' . - '8.• Seven,(7)'copies,of`an Authorization Form, dated,19Apri105. - - - = • -` ' - 'If for any_ reason=;,'additional ,informati-on- is required -to __ rocess- this-a'pplication''in' a',,' ' 'timely manner please_contact me as soon, as possible'.` _` , _ A • - - --',• _ R-:pectfu I ly S b fitted, . • - -'..,.-2-',. - • ` ,. - = •• - _ - - - - i ' V Ronnie Hill for, rlh=Land Planning"Services ,-Inc._- - - `7 _ ' -` . . -Attachments " -- , . - :- . _ - _ - •- - , -.--•'-', .• ` ,- - ,.-BCB'-Reality Holding Corporation • ` - . .. - _ _ ' •- , _File ,L_ - , t - - . , - - •. - _. : " - , ZBA TO TOWN CLERK CHECK TRANSMITTAL SHEET (Filing of Application and Check for Processing) DATE: 6/09/05 ZBA# NAME CHECK# AMOUNT TC DATE STAMP 5739 BCB Realty Holding 1640 $400.00 Corp. TOTAL $400.00 Thank you. COUNTY OF SUFFOL1 ,r , STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PLANNING THOMAS ISLES, AICP DIRECTOR OF PLANNING October 6,2005 Ms. Ruth Oliva, Chair Town of Southold ZBA 53085 Main Rd.,P.O.Box 1179 Southold,NY 11971 Dear Sir: Pursuant to the requirements of Sections A 14-14 to 23 of the Suffolk County Administrative Code, the following application(s)submitted to the Suffolk County Planning Commission is/are considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or a disapproval. Applicant(s) Municipal File Number(s) Dash, Barbara&David 5672 BCB Realty Holding Corp. 5739 Clayton, William&Barbara 5743 Very truly yours, Thomas Isles,AICP Director of Planning S/s Christopher S. Wrede Planning Aide CSW:cc M:\ZONING\ZONING\WORKING\CHRISLD\aug\sd5680.sep doc LOCATION MAILING ADDRESS H.LEE DENNISON BLDG.-4TH FLOOR P.O.BOX 6100 • (516)853-5190 100 VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NY 11788-0099 TELECOPIER(516)853-4044 of APPEALS BOARD MEMBERS ,' ��OF $OUry0 Southold Town Hall Ruth D. Oliva, Chairwoman I� aO 1p 53095 Main Road•P.O. Box 1179 Gerard P. Goehringer sitSouthold,NY 11971-0959 Vincent Orlando V5s-fAeOUNTI Office Location: James Dinizio,Jr. �O ► Town Annex/First Floor,North Fork Bank Michael A. Simon ��i 54375 Main Road(at Youngs Avenue) ' '� Southold,NY 11971 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809•Fax(631)765-9064 September 30, 2005 Mr. Thomas Isles, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Mr. Isles: Please find enclosed ,the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: Appl. No. 5739 (BCB Realty Holding Corp) Action Requested: Frontage Greater Than Code on One Street Within-500 feet-of _(x )-State-or-County-Road -- ( ) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land. If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Ruth D. Oliva, Chairwoman By: Enclosures 1. . •OSt. '1F"i9[•I (Domestic Y al •n y; o nsurance overa•e •rout.e. 0 in P..,' .i-7- r--.. '-= -� , CUTCHQGUE,LNY b 11935 i'°`, !l. i t,s� �a<) ._ 0- Postage $ 1.29 UNIT ID: 0958 ,. PI .1 , '1 Certified Fee 130stmark dtr Return Receipt Fee 1.75 0 Here 7 O (Endorsement Required) :CO O Restricted Delivery Fee el'k: glyno O (Endorsement Required) i o $ 5.34 ' f05 Ilk Total Postage&Fees .- J n Sent `/WOOSa I= Street,�AV 0,etPO Box No ci City, tete,ZI +4 JI 10.-mwmn•t t4.Li .. G7il.'1:-Sromir nt._ U.S. Postal.Service . CERTIFIED MAI.L.-RECEIPT (Domestic Mail Only;No Insurance Coverage Provide. ...D GkEttP0F )tl i;11 44 � Z.'—', !'..=s. Q,,2 � F''' V Cr Postage $ 1.29 UNIT :). s '}° rn ,.d Qom-. Certified Fee 2..rq - s* �5i Ostmark Return Receipt Fee ere (Endorsement Required) 1■7S W filb ��/ IZI p Restricted Delivery Fee , .- : Kali* O (Endorsement Required) -..- "� Total Postage&Fees `I•o Q$ # �) -3.a•It Alli � a Sent ToIQ..4\. seof, C22V,p-0(-L p Street,Apt No,or Bocc No Sk- ocity,S,-,zip+a c . ,.(-It PS Forrp 3800,May 20 ?1 See Reverse.for Instruc .lis %U.S. Postal' ervic CERTIFIEDMAIL RE -- (Domestic Mail;On y;,'O nsurance overage •rovl_.e. rr- m " , . `" it =t�Y L11901_l ..<� 9 if U- Postage $ 1.29 UNIT Il-0.0958 Ln 5;1^ Certified Fee 2.30 Postmark Return Receipt Fee . Here 0 izO (Endorsement Required) � , C3 Restricted Delivery Fee rL terk: `%�r 80 p (Endorsement Required) �' / ▪ Total Postage&Fees 5.34 { 0f i rs- 8 »�a Sento l\YeAri ) 't ( 1 Em Street,A t PO N � o ��L U.�c.S� t ci city, ZIE+4 (1 jj `` r- JI koO"{��C � 1( 910 \ PS Form 3800,May 2000 4C/ See Reverse or nstructio - d Mail Provides: - ' ,nailing receipt A A unique identifier for your,mailpiece' • ' ® A signature upon delivery - ® A record of delivery kept by the Postal Service for two years Important Reminders: ppap,nn rr,, V, •5`Nl l9 07 ® Certified Mail may ONLY be combined wan - ias i o Priority Mail ® Certifiest" b tTiG ble for class of internationali mad ® NO INSUR E ERAGE-IS PROVIDED with Certified Mail For valuables,please si Insur? CIF Registered Mail © For an additional Re rn eceipt may be requested to provide proof of delivery To obta ur}aSt- eipMer1ce,please complete andattach a Return eceept(PS.Fo 11) t to arti lband add applicable postage to cover the e En it t a rn Receipt Requested" To receive a fee waiver for' dupli 1 JrrPre t• - USPS,postmark on your Certified Mail receipt is regwrec O For an •additidtj&le .= :eliverKi& be,restricted to the addressee or addressee!s-aulhorf .=gent Advise the clerk or mark the mailpiece with the ' endorsement"Restnded Delivery" -® If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking-If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail IMPORTANT:Save this receipt and present it when making an inquiry.--- PS _PS Form 3800,May 2000(Reverse) 102595-99-M-2087 WrietlilrnrIAiy/[•Z IiiI:111 alI'IMr_lIU:1*1414 •omestic 'ar •n y; To nsurance overage •rovrded m U-) —13 IRVIN(3 TX 75015 'Postage $ 1'29 UNI S �n �a- Certified Fee 2.34 Postmark Return Receipt Fee 1.75 Here (Endorsement Required) der0 O Restricted Delivery Fee ' O (Endorsement Required) a S? 4j Total Postage&Fees $ 5"34 r r�./05 •t AN ON "13 Sent To N ew ` ti�C k a Co p Street,Apt N a J I S = City, to ZIP+4 1 ,c'\)iYA 15151S-22-do PS Form 3800,May 2000 See Rever - or•n truc awt-= - D :• I u• TION .010161d44tilaali xi rttOIKildlg4gP1a,T' • Complete items 1,2,and 3.Also complete A. SI.nature item 4 if Restricted Delivery is desired. ,' / �� � _,� El Agent X • Print your name and address on the reverse �._ "�J❑Addressee so that we can return the card to you. B. -(ceived by(Printed Name) Cea f Delivery ■ Attach this card to the back of the mailpiece, - p J or on the front if space permits. - D. Is delivery address different from item 1? 0 Yes 1. Article Addressed to: If YES,enter delivery address below: 0 No 2_q5 9 3. Service Type IK1O� tsC^ A V„^ " 11901 490` ❑Certified Mall ❑Express Mall � +� 0 Registered 0 Return Receipt for Merchandise ❑Insured Mail 0 C.O.D. 4. Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number (Transfer from service label) 1ODD I (o�(3 0 b 0 g 0.1•5y), ( ,53Q, PS Form 3811;August 2001 i t x :Domestic Return Receipt?! •; 10259502-M-1540 UNITED STATES POSTAL SERVICE \c)L N D /1,-L TFifst=Class Mail t lvi °"'" Postage-&-Fees Paid USPS z Permit No.G-10 G> 03 tJC Q /f , 2, S • Sender: Please print yoi.irrg:e;'a/ddress, and ZIP+4 in this box • rl �, 21arm‘‘y-1 Sor ui S B Sat 5A e_b) lie. Uni .L , r`l GI -3 5 13!?i�?33131?II3i31f?313i???3hII ■ Complete items 1,2,and 3.Also complete item if Restricted Delivery is desired. ./ � ❑Agent ■ Print your name and address on the reverse L Addressee so that we can return the card to you. Receiv- (`Tinted Na pate of Delivery • Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? 0 Yes 1. Article Addressed to: If YES,enter delivery address below: 0 No 2 cr.A aroek 3. Service Type C7re \r ❑Certified Mail 0 Express Mail P�•pb� 1t ❑Registered 0 Return Receipt for Merchandise ❑Insured Mail 0 C.O.D. 4. Restricted Delivery?(Extra Fee) ❑YeS 2. Article Number (Transfer from service/abe)x%1 OQt) 1(07 0 %.o 95-41 . s PS Form 3811,August 2001 a x x x`x Dorestic Return Receipts t t s t t t t t i x x 102595-02-M-1540 UNITED STATES POSTAL SERVICE' AND - °-First-ClawMatt—— y' Postage&Fees Paid P USPS ------- PermilNo.G-10--- 0 -10- C7 Q`' GC • Sender: Please print yo ain'e� dress, and'ZIP+41 tbis box • r LoLnAPim n GeTO h-CS iL 0_,Lackt_nuz, N\I It q O` J ZONING BOARD OF APPEALS TOWN OF SOUTHOLD: NEW YORK X In the Matter of the Application of AFFIDAVIT ' } OF P—U ,rL Grp MAILINGS (Name of App icants) CTM Parcel#1000- LfS _ X COUNTY OF SUFFOLK) STATE OF NEW YORK) art b'eaa« I6( ilk Lan1116the, �"`-eresiding at 2. t_01,3Creelk_b,r Sccstho lcl cv I i crn ,New York, being duly sworn, depose and say that: On the 4 day of -Aine3ttst 7–co5 , I personally mailed at the United States Post Office in Pec o . ,New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in prepaid envelopes addressed to current owners shown on the current assessment roll verified from the official records on file with the(vrAssessors,or( )County Real Property Office , for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. i C.)--KOL-12 r??9-4Z.44e, (Signature) Sworn tobefore trne his • day of , 200 5 BONNIE J.DOROSKI it kill AL, ` Notary Public,State Of New York (Nota%Public) No.01D06095328,Suffolk County Term Expires July 7,20 bi PLEASE list, on the back of this Affidavit or on a sheet of paper the lot numbers next to the owner names and addresses for which notices were mailed. Thank you. (2) \o OW v X11 GfeeirvoA z ,�,k& SL, C--,re.e.,,,90 4, ci 1000`#5-4-6.1 lobo -4s-4AlI 10mA-1}(o- 2.3 Obe(��ye1Rn�1 u- -d'n 9v'Y. e-0lo1-e. &. V fo x R3� ,b day. 152.20 izRs PL14_,sL` kilos Qr,►,t15 B7 15-2ZO wed'60 4. of r „) ZONING BOARD OF APPEALS TOWN OF SOUTHOLD: NEW YORK X In the Matter of the Application of AFFIDAVIT L' OF SIGN t 'l46� Pi', Lre POSTING (Name of Applicantsy Regarding Posting of Sign upon Applicant's Land Identified as 1000- 4.5 - - 3 X COUNTY OF SUFFOLK) STATE OF NEW YORK) neexaer$�retsca- nn Trc residing at 253 rn Ca'-ee li. 13 r t u eAk ,New York,being duly sworn, depose and say that: On the 9. day of �� ,7& , I personally placed the Town's official Poster, with the date of hearing aii"if nature of my application noted thereon, securely upon my property, located ten(10)feet or closer from the street or right-of-way (driveway entrance)— facing the street or facing each street or right-of-way entrance;* and that • I hereby confirm that the Poster has remained in place for even days prior to that date of the subject hearing date,which hearing date was shown to be 5t, iq , 200-s eve (Signature) Sworn to bf ore me this day of Jk , 2005 BONNIEJ.DOROSKI St \ 'Ii V\. Notary Public,State Of New York (Notary f u r lic) No. 01D06095328,Suffolk ounty Term Expires July 7,20 • __. *near the entrance or driveway entrance of my property, as the area most visible to passersby. ..i.....�.-.� Nassau Point Road, Cutchogue; Sections 100-242A and 100-244, CTM 111-8-18. based on the Building --------] 9 50 a.m. BENEDICT T'^T Department's May 25, 2005 LIO #5753. Request, l Notice of Disapproval,concern- Variance,based on the B i ing proposed second-floor addi- Department's March 22, '«,,..) tions with alterations, and one- -- Notice of Disapproval concern- story addition,which when locat- ing an addition to an existing ed at less than 15 feet on a single dwelling. The reason for disap- side yard will increase the degree proval is that Section 100-31A of nonconformance. Location of -states that"no building or prem- Property. 25270 Main Road, ises shall be erected or altered Cutchogue,CTM 109-3-3. which is arranged, mtended or 10:55 a m. ROSE HAJEK designed to be used,in whole or #5747. Request for Variances m part,for any uses except...(1) under Sections 100-242A and One-family detached dwellings, 100-244,based on the Building not to exceed one dwelling on Department's June 11, 2005 each lot.The new construction is Notice of Disapproval concern- proposed on a lot which contains nig proposed additions with alter- more than one dwelling. ations to the existing dwelling, Location of Property 445 creating a new nonconformance Kimogenor Point Road, New and increase in the degree of non- Suffolk;CTM 117-10-1 conformance when located less 9.55 a m. JOHN MORSE than 40 feet from the front lot line #5726 Request for Variances and less than 50 feet from the rear under Zoning Code Sections lot lme, at 15305 New Suffolk 100-239 4B, 100-242A, 100-33; Avenue and Grathwohl Road, 100-244,based on the Building New Suffolk;CTM 117-6-15 Department's April 25, 2005 1.00 p m WILLIAM AND Notice of Disapproval,amended BARBARA CLAYTON #5743. June 13, 200:' concerning pro- Request for Variances under posed additions with substantial Sections 100-33 and 100-244, reconstruction of the existing based on the Building dwellmg. The reasons stated in Department's Notice of the disapproval are that. (a)the Disapproval, amended June 27, new additions to the accessory 2005,concerning proposed addi- garage will be an increase in the tions with alterations to the exist- degree of nonconformance when mg dwelling with a rear yard set- located less than 40 feet from the back at less than 35 feet,and new front lot line and less than 5 feet accessory garage building in an from the side lot line; (b) the area other than the required rear substantial reconstruction to the yard, at 12832 Route 25, East dwelling,with additions,will be Manon;CTM 31-14-15 less thalr50 feet from the rear lot 1:15 p m ANTON BETTLER line and less than 75 feet from the and MARLA MILNE #5752. bulkhead,Locate). a •ro.erty Request for Variances under 821 e . a t Lane, Mattitu k, ,Section 100-244, based on the - 144-5-15. uildmg Department's June 20, 10-05 a.m BCB REALTY 2 05 and July 18,2005 Notices HOLDING CORP #5739 o Disapproval concerning pro- Requestfor.a Vanance unde osed deck addition,inclusive of Section 100-103-C,based a pool/spa structure,and new front :uildm_De..n.i, pnl 22, entrance additions,both less than 201 ,o.ce of Disapproval,con- 35 feet from the front lot line,at ceming a new building with 185 Osprey Nest Road, greater than 60 feet of frontage Greenport,CTM 35-6-36 uilding width) on one street, 1.20 p m JANE COCKERILL OiJNTY OF SUFFOLK 74825 Main Road, Greenport; #5741 Request for a Vanance TATE OF NEW YORK ss 45-4-8 3.Zone District. General under Section 100-30A 3,based Y Mclaughlin, M Mclau hlm, B Business on the Building Department's 10.15 a m OTTO and JUNE May 18, 2005 Notice of ✓orri, says that she is SCHOENSTEIN #5744 Disapproval concerning an addi- Request for a Lot Waiver under tion with alterations to the exist- dvertising Coordinator, of Section 100-26 to unmerge ing dwelling, as built with new atchman, a public newsp County Tax Map Ref 1000-57-2- nonconformance as located, at 6(vacant land),from CTM 57-2- less than the code-required 15 Southold, in Suffolk Cour 2.1 (improved land). Based on feet from the side lot line;at 700 2, notice of which the ar the. Building Department's Birdseye Road,Orient,CTM 17- November 22, 2004 Notice of 2-1.14 inted copy,has been publi Disapproval, amended June 13, 1 25 p m MARK PALLADI- aveler Watchman once 2005, the properties have been NI#5756 Request for a Vanance merged in this R-40 Low-Density under Section 100-244,based on r... . .....week(s) s Residential Zone District,under the Building Department's JunemmencJ}ng on t �� Section 100-25 Location of 20, 2005 Notice of Disapproval .. " Property. 500 and 580 Island concerning an addition proposed Hs,,cifs) LEGAL NOTICE View Lane,Greenport at less than 40 feet from the front /,SOUTHOLD TOWN BOARD 10.25 a m JOYCE ORRIGO lot line, at 585 Donna Dnve, F )/ OF APPEALS #5740 Request for a Lot Waiver Mattituck,CTM 115-16-5 ii 7 THURSDAY,AUGUST 18, under Section 100-26 to unmerge 1.30 p.m LOIS AMEND 2005 PUBLIC HEARINGS CTM 40-2-12 (vacant), from #5755. Request for a Variance NOTICE IS HEREBY GIVEN, CTM 40-2-11(vacant).Based on under Section 100-244,based on pursuant to Section 267 of the the Building Department's June the Building Department's June 3, Town Law and Chapter 100 9, 2005 Notice of Disapproval, 2005 Notice of Disapproval con- orn to befor e this (Zonmg) Code of the Town of the properties have been merged ceming a porch addition proposed /� Southold, the following public in this R-40 Low Density at less than 40 feet from the rear . ./1-u.1'.1 ..,2005. hearings will be held by the Residential Zone District under lot line at 265 Highwood Road, SOUTHOLD TOWN BOARD Section 100-25. Location of Southold; CTM 78-9-52. _ OF APPEALS at the Town Hall, Property 66425 C.R. 48 and 1.35 p m. ANDREW and / ' 53095 Main Road, P 0 Box Homestead Way,Greenport,Map DAWN DUERWALD #5754. i ,z L Al X111 1179, Southold, New York of Eastern Shores,Section I,Ref Request for a Variance under 11971-0959, on Thursday, 152 and 153. Section 100-244, based on the Notary Public August 18, 2005, at the times 10.35 a m. PETER SHERWIN Building Department's June 22, noted below (or as soon there- #5729. Request for a Variance 2005 Notice of Disapproval con- after as possible)' under Section 100-30A 3,based cemmg proposed additions at less 9.40 a.m. CHARLES and on the Building Department's Emily Hamill KATHLEEN WATSON #5738. May4, 2005 Notice of See Legals next pagel NOTARY PUBLIC,State of Net Request for an amended Variance Disapproval roval concerninga pro- g P g No.01HA5059984 Qualified in Suffolk Count Commission expires May 06,: r Legals from preceding page cemmg a new accessory garage proposed division of land,for the 2 proposed in a front yard at less reason that proosed lot No twill c than 40 feet from the front lot line, than 40 feet from the code- be less than 150 feet in lot width It at 95 Clearview Avenue West requited front lot line, at 1020 (frontage),and proposed/lot No h Southold CTM 70.8 . Goose Creek Lane, Southold; 2 will be less than 80,000 sq.ft.in Ti f'-�l tz-o ZQ - -y -rx-et P 7- 1 K c; rnaa ��/7 g f/-7 ��, MAILING ADDRESS: PLANNING BOARD MEMBERS ��� ®� S®(/�, - P.O. Box 1179 ~ JERILYN B.WOODHOUSE I0I/®$ ;,�®� - Southold,NY 11971 �/� Chair ,1 ® OFFICE LOCATION: DIP T WILLIAM J.CREMERS Town Hall Annex 6(0/`�V \ KENNETH L.EDWARDS G` 1,� 54375 State Route 25 MARTIN H.SIDOR % �° 1• (cor. Main Rd. &Youngs Ave.) GEORGE D.SOLOMON Ill Southold, NY "' #'°I Telephone: 631765-1938 P' 011 Fax: 631 765-3136 g\`C PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM AUG 1 '7 2005 Date: August 11, 2005 ZONING gOARD of APPEALS To: Ruth Oliva, Chairwoman, Zoning Board of Appeals From: Jerilyn B. :*dhouse, Chairperson, Planning Boar.411bp Re: Appeal �• 5739 `• BCB Real , oldings / 74825 Main Road, LLC 74825 -oao Gre- - sort, NY SCTM# 1000-45.-4-8.3 Zone: B In response to your memo dated August 3, 2005 the Planning Board (PB) held a Work Session on August 15, 2005 reviewed the site plan and offers the following comments: 1. The Planning Board is currently reviewing a site plan application dated June 2, 2005 with a site plan prepared by East End Design Associates and certified by James J. Deerkoski, Professional Engineer, dated April 04, 2005 and last revised August 02, 2005. 2. This application will require the following reviews and or approvals before the Planning Board can grant final approval: Suffolk County Department of Health Services, Southold Town Building Inspector certification, Southold Town Engineers/Highway, Southold Town Trustees, Greenport Fire District, New York State (NYS) Department of Transportation, NYS DEC SPEDES, NYS DEC Wetland and Architectural Review Committee. 3. The Planning Board expressed concerns on the proposed lighting and visibility at the site for public safety of the apartment residents entering the rear of the building. 4. The Planning Board recommends separating buildings with lengths exceeding 60 linear feet. Under the proposed site plan the west bank building frontage measures +/- 71' and includes +/- 45' of enclosed space and +/- 26' of unenclosed drive up teller roof. The Planning Board supports this proposed site plan construction and building frontage length Page Two, ZBA, August 16, 2005 exceeding the code because it is an unenclosed roof overhang and the Planning Board has no issue with the proposed +1- 75' setbacks. 5. The Planning Board has reviewed the site plan noted above with respect to the site plan features and requirements. The Planning Board agrees with the proposed site design as shown and cautions some changes may occur based on approval from other jurisdictions. We hope these comments will be useful to the ZBA in its review of this appeal. Thank you in advance. Cc: file, pb 0',i. 1 APPEALS BOARD MEMBERSI���i �QF SOU//, Southold Town Hall Ruth D. Oliva, Chairwoman • �� 1p 53095 Main Road•P.O. Box 1179 Gerard P. Goehringer * *, Southold,NY 11971-0959 Vincent Orlando Office Location: James Dinizio,Jr. OQt,, Town Annex/First Floor,North Fork Bank Michael A. Simon 4COUE OC:vi 54375 Main Road(at Youngs Avenue) ••,, , of Southold,NY 11971 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809•Fax(631)765-9064 TOWN MEMO TO: Planning Board FROM: Ruth D. Oliva, ZBA Chairwoman DATE: August 3, 2005 SUBJECT: Request for Comments Our Department has received and is reviewing the following application, and enclose copies of the Building Department's Notice of Disapproval, and application with the applicant's latest map. The Planning Board may be involved under the site plan review steps under Chapter 100 (Zoning), and your review and comments are requested at this time. The file is available for review of`additional documentation at your convenience. NAME TAX#/ ZBA BD NOD VARIANCE PLANS PREPARER ZONE DATE DATE STAMPED BCB 45-4-8.3 5739 04/22/05 100-103C 04/04/05 East End HOLDING B Zone Proposed Design CORP. - structure has • Assoc. more than 60 linear feet on one street Your comments are appreciated by August 16, 2005 Thank you. NOTkir- HLA'FINo The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road , Southold: . 'AME : BCB HOLDING CORP . #5739 MAP #: 45-4-8 . 3 APPEAL : Variance - New Building FEQUEST: Width Greater than 60 ft . DATE : THURS . , AUGUST 18 , 10 : 05 AM If you are interested in this project, you may review the file(s) prior to the hearing during normal business days between 8 AM and 3 PM . 'ONING BOARD-TOWN OF SOUTHOLD 765- 1809 1.................0..... i''''..".. ... IP\ .... SEE SEC. NO. 4. MA rro TC1._ _ WI • 1 ........-____,-.4 N 32Z Voo - ;P 2 9 0 . 0 32.8A(c) i 6 ....... 302 754 MON FREE SCNO .3,.,e,....e.,, 3 S ,, 3. (..n 1-4 ,n `21 1.2SACc) S 0 VIII° DIST. NO. 10 • o 0 ...-a . i;• , 3 - r sz rli ., PROPOSED SITE PLANS v-y-at. kelt . - "'""'"... /- 1633:plogS CO0. z. <1 S 53 ati .411011 i - cU r\i ... c01110 5.3 0 c. 1 OF g an vi VD 5 •• ,, 2.2 , 4. w-Li i-fr-r---. • ., -g --c-i' ce 2 7,,,,L? ne A F"'"%\ ' 55. ---j" LLC ra Lir 0 c., ,,, .,, i filef."") / 115.1Ds ultell 4 , . S 1 • 44 .0 0 D ^ .4, ,,,:i ' VA , 8 00 .r...i 'c'\i' °'--.1- EIP7 Ill° • it . , / ' „ , . , 7422 ,, , , ,, , ,,,,. ,,, : ., , t„. a) co I- (1:: . I% 0 kl I a h''-'' ' in W 0 KY:, 1 I:1 I ''''. )(=,: d i .-.:L .1' ..41.--- LI 0 . . 31 .. tt 4 LK, yir, 1 • • .i. ,,00111 (0\ SP. It tb io .. 74825 MAIN RoAli s 3.2 ''' 3.1 thotk(c) PP j0C\ ire ' t i S .n .,. rhp, LSA(c) „, ,,e, -.....' ,7:0 - `I - 16 41IG . s N 1, L7 GREENpoRT IN EAN YORK ..1 01 6 tl , S , 9 20 , lik • 1 E ei 944 2 . zo7.i/j, /N. i ........ Tr' .95t. , N ._. 50.) 03 5 iks 10 c , 0) i (19 4‘ , . L4A( ) 4.3A( If c) el.l. , imam 21 to 2.0Atc) . 2 :....i- . .. W ....11 o 3.3A(c) -•-. ; k, >- - 0 .3ACcilt ,1 1 . litfoo D. ' „ co .. , ,• lc) }-- ft t 0 0 41 „zroo 04 a_ w % Ee -1.1_,..........01.--- . i .. . er w1.5t46 9.2 11.!j (9 1.tX ::, 0 i 1 7.,,,,,,4,:4 Cai, / 11.1U ..0. :1.46 '1 g '''' ;?,.:71.4:. - Ct141'l' <4P ,.t i ''''4;;':d,--' '' 1.1•14_ tti) 0 Z i ff riP9 6 F S 4 [ :4 D = , PAGE . ,,. - E '4 :nem .4 ‘.• : '...,, 1 :: '.1 '. 'IL= ''M tl•d.) U riN G C 0. NI [i Li [1, 0--' r\l' '.:::;) .-,' ' -,,,ti., :,4t,,,k .. ., , ,,•,' .,.,,_:,0,, , 1 ),,, w L,;-‘,-,V, 'Rd, ,, r, , . Ili, :,,,. 1 -.‘ n ,,,,,• ,,,,,- -:„.:;i7., 3., :,1 - • . .0:';i1.'°Rj:L'ER'''jl'''jLISH:.1:Pt'LD'''IUSE OrrRAWINGS: R 1.,,P fr./ . i , , - 1 ,,. '' „-' ' t '' '11 '1 ,t 0.; lrft' ' :t ' 1 'tlr,' : iti V2e:" W." 9 '7., P [1 [11 C '-'"17'' [V,i Di 7 '-ir: 1 Pk,AG :,,,.., , i„. , These drawings and specifications including the ideas, design and arrangements ri--,. ,)- .k, D.,, pi :,represented therein, ore the property of i East End Design Associates, LLC. No part..,,, , (,,, N.1 illk '.e.97.- CA, ' ''''' ' E :---1 .\\LIV4 j thereof shall be copied. disclosed to ' j others or used in connection with any i- i 5 work or project other than for which they NI )r=ii r, :7ars ) ..,1 _....: i ri have been prepared without written i consent of East End Design Associates, : . ) 1 . ::J i,,,,,, '• .-idt # '''# :-- ;.illil” ;,`ZOIMI .21t="1 ''' ' -i ,:2=14 IA limi '''' ' 1 :, ,LLC. , /f.79RINI 1 PROJECT NO: , , I .0,4• '.4 \,1 E,,.9 , .f.)... [1. 17.,,A1, A, [ ("),,....4„, rs,..: 1 ,,,, , , 867-2005 IITIPPri ,..: . fl pi ". 4,zt 4, CM A , . 1 . ' HCS -„:.): t-.,„)., ,c , ,, 1 1 ,,,, , .: , 3,t -1. , / !'" ,- • , DATE: A3 ? i , 1.e-, 1.7 7 r"' L [ ,., [I [1\11\,--, [7,\ tzi f]'-'"=' In 0(0\--, ''''' \\ 71 [h.ma' A[M 1 04-04-05 -', i,., Liz= - 1 ' , 'REVISIONS: SVI) 07- 18-05 'i 07-25-05 ' LA -.. ttel Y ,7 08-02-05 ..„, . -kr i rem , 1 DRAWING TME: ' A -i: ,9 7=0 4 . ri ' ,: :-- PLANS :' „.:rma ', - ' %-fq' . .4 ',‘ . 4 A\rIrtrf,-: 2i -ion .,., ' R . r , - 7-, 13:1 CG E :112:0 i) NDEX PAGE ,,,,, - ,,,.,- , .,: , s: , :,,i 9 " -" ' ri 11 FLOOR PLANS Al 4,,... ,y.,..,,,,, , ,, , , : ,..,. , t.„1 ::,=..J...) ..e. r„,.:2 - , ? D i lib,Q)'=r _irNin9 ZONING Fromm OF APr , gHEEt NUMBER: I ( .------- sp 1 j 1 04, EXISTING SITE PLAN OF PROPERTY ,,o os ... 4- tLk SITUATED AT , Eu -4,c t `/''•'.. •' co ti-- FLAG III_ AREA DATAoo GREENPORT .a p., --t,.....,•,,, ,,7, .' ►.0 TOWN OF SOUTHOLD .�`�� . 4CGb S.C. TAX No. 61,264.66 Sq. ft. SUFFOLK COUNTY, NEW YORK `� �`•• --`_'. 1000-45-04-8.3 1.406 ac. `�"` v, IL N/n/F S.C. TAX No. 1000-45-04-8.3 T 4i VILLAGE OF GREENPORT a a' N FLAG �` SCALE 1 "=20' L > L JANUARY 3, 2005 o w o z T- W a W Neal o U _ o FLAG P g A i�' o -- M Ci) w �- i • 18bIa TREE [j CONC. NOG K / K� (� O fV ••• N 89 5 ' '00" E ,0-�,, TREE {✓/��„„7///, Z Cl, 12bIA •TREE . La CEJ' 0 0_14•1)1A- TREE S # W _[+�yg•py1 T 24'DIA TREE FouNo � ✓j5 4g•s 1.5'N. 265.40' 15 Gt+��•TR�EiE N ■ c3-81:11A. TREE a S- BbIA TREE�c,�J' En iW FLAG 1 - a s EX-•18b1/. TREE Oma°- oo 3 • a r•f ilk CI 01 �Y -14bU1 TREE ; (4�f{ i. d' L � 18bIA TiMIN lrttt� 0-18bIk TREE N xy d' 0 �_'°� X48-4 0 0 • --1 e FLAG )x•• D z X 1 AL ateDIA. TREE .'iA' Z J Q YN 0-24bIA TWIN TREES Q Q !e 4 0 W O DJ CZ O 0 0 1- 0-14131A. WEE II 1 �% I, (4) 42bIA TREES I A z 15bIA TREE ... V J cut 0 Q Ll1 FLAG 6 I W 2Z ,talc % � -, 1 1 0 >al C\I [t (n in 1— 00 co 12b1A TREE15bIA TREE -' 0 o CO Dantni Mt 0 .a,_ r•. 1.L FLAG‘, — Z LL w w 0 48bU. TREE 11D RT y r n AL `11) X�1 �c v 0-18•DIA. TREE O FLAG X60 COco3/4c-- I )(AM m ofn GV`- 0--„, C Tal 30bU� TREE t i y O w 410bIA TREE e `„(1 Com`” } ¢P`,1 �I,6D ��1 N�j S ,,w 0� CD---12.DIA. TREE µ 12bV1 TREE O�7 C'°] e� 24.1)1A- TREE--0a LA0WIXj �y� 12b1I� TREE ��� 0-10-DIA. WEE .. a J y�O c� 0 �6 � �1 , F1AG• VO°'. 0•91 • 6N'i6D W,,,r@ 0-12-DIA. TREE �Z ) 1el1 `.T7'�1012bU1 TREE �/ 0-4, , .4.•p. t y wm t q- , - i;,u� O O Mak 'g, �'o € 1H'4.7 r BbIA TREE RGy -•cR • 0-12-DIA. TREE f nA ' fie.`Z Z xsv 1 70 W,E(N bV. TWIN TREES .. RIO i I _ G 1°' `t3�6T/ NA11C _- z 0.41-• 45.;) �rt•'■ �!<■ U `pi 49.8 _ h • •1 r 18 1` COt1�' r:. _1- 1 .....= O -d.` _ _ '• c"� ��,. c_-;. A c _ Mk 4' f to SND. • . • •. } d_ • d �fi C ow '•` ``� 4 NR `�g6 --- yr .� 1,!► a / i Imo t MON. 48-9 i. -r Lri -`a� s•i••3. it I ( CONC. . - _ - :: ' _ := r • i (7II 30. . __,' , • . � •G - p'� •' 82 A`fCy - r1 4 ;-7-0.--"-:!:::- J``r•~ a~~ — OY Os "..1‘ �. '��A W 13 o a u • _ _ ' .'; c. °d .:::-:-:•:'-:-;---,,::. :it:-�: .'.,: _ t'► 7 �`i ° /abut TREE • i• • • _ •- -.1 -aY.._ owr: i _ _ r • - , ,, o N C� • ` 4 ••- . •••- 4.1' 4i N N _r- ,,g ''Z- im. 4 '4- •d • 3 ^ 1 • . • 159 . • .-• •. ,,,t,, ,p�1 . • t H "2 t v U • • R � _ .• • m '-- _ • � -i • • yyV ' .4# oho ei� • • p T PARIC�G , °` \NG • d v O Al . 2,.• ,m a hl a_,n w a.w d O /sPHA1 i . .•-• NaE •a.Rw�� ;' BV\� m • _.. _ •. .a. f 1 .. Gt.ri r 1 $ 1!■ ! + O o '•• •_ 4 - -: -•f_ d . �'-Zl�'� .'-=^ •�- R� �M� _ _.-• -r _ - • _ - _ \ ea-e r - x ii. ,,,in 01111111 • • .+• e r , S� f.fl� • d- nE ti +i"fay. Vit. ;arl 'ill d •• • 4•- 39 X• .•- 4dY"' 'GN „ ?OWNERSHIP AND USE OF DRAWINGS: cool • • " '', . cgPa 4.46 4 _ a These drawings and specifications including_ . _ .. '• • • • •t• • '• d •-• d 1_'• _ d 4 • •. _i •• 7 ••. •� the ideas, design and arrangements _ _ .:•d . . s_ _ ..• _ 'represented therein, are the property of 4 . - ' ' 1 - • �:N _ s ! . - _• d • •_ •. C ••_ • d ;t1 I East End Design Associates, LLC. No part • As ',.a _ `• J - • �// 54 • a ;thereof shall be copied, disclosed to d A d• •, So Z = 4 _•' • , • - _ -: ' : • • 4 others or used in connection with any 0-11rDIA. TREE • •. 4 - .d - =:r -_^' � G A. ••A: - work or project other than for which they = : ` - :.d _ `, '`”GOO' AB 5 5. • = 4�6have been prepared without written ! • ' . •• ••- ___.-------4.4- `D • 2, j� consent of East End Design Associates, t • d _ • •• _ ~' � • • -'� •,• TEP P �4 • • 4 •. •. •ri. 11%- y •Wc1'p NG !• ._..• - ` • ♦ '� SrCIZ: 2-5) = PROJECT NO: • _ d-.` .b'.•_•. - • ` • - •A �•�MIA�µ �`.' ;d - •'"d _ .a - - •y.5. +"�e� 867-2005 __•-•• - • .d_r - - •�■• --./ •'a ••• •' .:• - '• '� /' W�`� - .d •.•• - .• '.. •- 1_ • •• i_--4 ' _• �� ROAD)�NDRAWN BY: N • y -._ • RE .' ' 1 (MAd" CM A 0-48.DIA- TREE _ e - • • i '��y.•'! cgrai • _ _ r_ _ w _ 1 „ = 20' 0 ' -. •'= • _ . -• DATE: 05- 10-05 UK • P • t b r • •• • ! • REVISIONS: 07- 18-05 . _ = 07-25-05 •_ ' 08-02-05 FD D ..49.2 � 40„ •• •-: ' - • : - �� 7065 51tt. so4 • •. • •_ .• .. d! c-: DRAWING TRLE: •• •- EXISTING _• SITE PLAN 4i n . SHEEP NUMBER: s a i NOTES: 1 . ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: X-oaQ ! sp_2 EXISTING LEACHING POOL OR SEPTIC TANK TO BE ABANDONED AND FILLED IN. NO WELLS LOCATED WfIHIN 150' FROM ANY DRAINAGE OR SEPTIC SITE PLAN DISCLOSURE 1 SITE PLAN INFORMATION IS BASED ON A LAND SURVEY PREPARED BY JOSEPH A. INGEGNO LICENSED LAND SURVEYOR. NEW YORK STATE LICENSE NUMBER 49668. SURVEY DATED JANUARY 3, 2005. 1 j ADA COMPLIANCE: STORM WATER POLLUTION PROTECTION PLAN: KEY MAP: 1" = 600' • SEAL ALL AIL -----1 SLE cm ID.eq o FLAG AL. ADA NOTES AND SPECIFICATIONS SITE DESCRIPTION ,oma 1�" I " t�-� 13� iJ �11lN THIS BUILDING AND ALL ADA SIGNS. PARKING SPACES AND RAMPS ARE TO OO u°""' 4 1 i`� I CONFORM TO ICC/ANSI A117.1-1998 THE CONSTRUCTION THAT IS TO TAKE PLACE WILL INCLUDE THE FOLLOWING: LI �^ {� ` d, • ' 1 (2) REMOV(1) ING AND AL OF EXISTING STRUCTURES ING OF STE AREA FLOCATED IN THE CONSTRUCTION SITE OF OONSTRUCTION. SITE 7v� !s O W 011:111.117:111:;11 �� o 5:: :;1::::4.;:i:::-...;lk: ;:14;.1:1: • 1 r 2 imlu �,MNO . yvnc•" Ga5 PIL '�` ADA PARKING NOTES (3) REMOVAL OLD SEPTIC SYSTEM �/ M*a 4�i /1%, 5,0. 1 U I �".'T ,N/0/F . (5) CONSTRUCTION OF NEW BUILDINGS t �+s�' efo ty��ADA PARKING TO BE MIN- OF 10'-0" WIDE BY 20-0" LONG AND l s- 98C // L 4 „ Sj 1 1VILLAGE OF GREENPORT IDENTIFIED BY ADA PROPER SIGNAGE (6) CONSTRUCTION OF PARKING AREA �t^ 1 FD.31 , �� w OFLAuc (7) CONSTRUCTION OF ADDITIONAL STORM DRAINAGE COLLECTION AND RETENTION l? ' O • S wwp � '� SYSTEMS TO RECHARGE THE RUNOFF FROM A 2 RAINFALL A 4.1 '04'3' p t r, (8) INSTALLATION OF A STANDARD SANITARY SYSTEM. o S• �{ fie, Wil• C>�i i J.1 1.401/e\!‘11.1, I l �`''c,,t QC t (9) INSTALLATION OF NECESSARY PUBLIC UTILITIES ' LLAm, \.) �• #" FIBERBOARD EXPANSION JOINT ALL CONSTRUCTION AND IMPROVEMENTS TO CONFORM TO ALL STATE. COUNTY AND LOCAL CODES. . 'A ;V.' - N - sS FLAG l RAMP AT 1:12 " a r. P PROVIDE SMOOTH CONC. BLOCK• POST w TRANSITION TRUNCATED DOME MAX. SLOPE f a' NBUILDING ---•-� 1<c DETECTABLE GENERAL SEQUENCE OF SITE ACTIVITIES ' s 1114.31.,y, �I >- w rn WITH NO LIP " P F' 1 WARNING , E ( s0 265.40' MP MIN. WIDTH 5-0 CO04 FENCE TO END AT INTERSECTION FENCE v • CHAIN LINK FENCE COO MAX. SLOPE 1:10 z1 ° 0 `' EFROMINTERSECTION WETLANDS ' CHAIN LINK FENCE 2.2'N.-----`\ 1 , _ (1) HAY BALES PROVIDE SILT BARRIERS ARE TO BE INSTALL AROUND THE PERIMETER OF THE �1x MO E w (•a.] p Z. N 89'57'00" OF SET BACK �4 CV FOUND /r m,5 E 1.5'N. SITE TO EROSION CONTROL p•'M CC I cows. MON. .1@.8 (ww� `--•'_"'' (2) CLEARING DEBRIS AND CONSTRUCTION, DEBRIS WILL BE REMOVED FROM SITE IN AN ` '_° w L`i , �j.n.�:,a.w.n►>zow' 1 --. it �•`i""'7%+ X48 0 O y' � �r��+,,d-�_ .end ! !fa 1,..� EXPEDRIOUS MANNER a IS SO A, ' Lt W C] U ��X7 �''r rr'" � Y (3) ROUGH GRADE WILL BE ESTABLISHED MAINTAINING ALL RUNOFF ON SITE 40 r.4 w u•'P7a. ".cm,. IT wM.mwFns.• ��I►!��►_.�_..'�►�:���-�I►%��i\►-���• ` I (4) ALL TOPSOIL AND BACK FILL MATERIAL IS TO BE STOCK PILED AWAY FROM WATER AND 9 1, ,'�t- *. f! Z A 4" MIN. COMPACTED COVERED WITH TARPS TO PREVENT RUNOFF. LL] C/] ,..a..? Ly PROPERTY INFORMATION: FUG (5) INSTALLATION OF DRYWELLS STORM DRAINS AND FRENCH DRAINS DURING W Z EMPLO EE 'AR ING :MPL&YE PA 1'K I N G N GRAVEL BASE 6 x 6 WWM AT MID DEPTH CONSTRUCTION OF BUILDINGS. THIS IS TO PROVIDE IMMEDIATE CONNECTION TO GUTTER Q, f7 "� SYSTEM ONCE ROOF IS INSTALLED AND TO INSURE MAXIMUM CONTAINMENT. OWNERS CONTACT INFORMATION; • 610 RFWry � CRAIG ARM AND BRETT KEHL +Pd.,•utedFsve O O (6) INSTALLATION OF ANY UTILITIES REQUIRED. 110 VINEYARD PLACE I I•S i�Nyyyf:GE.TATION �� 0 (• Brow) O Q (7) INSTALLATION OF BASE COAT (PAVEMENT) AND CRUSHED STONE TO MINIMIZE SILT PORT JEFFERSON. WY 11777 BCB REALTY HOLDING CORP. O fNO°°E° 1rPolo,b,,.d,m,. �J • RUNOFF AND STORM DRAIN CONTAMINATION. PO BOX 1675 'D •""�' SCTM/ 1000-43-04-8.3 SOUTHOLD. NY 11971 / O , 'sem ,v ur,cPooL ,•� �•+• (8) INSTALLATION AND CONSTRUCTION OF ALL STRUCTURES WITH APPROVED PERMITS. (J1 �, t°....••,-., O0 ADA RAMP DETAIL (9) PROVIDE FINISH GRADE MAINTAINING ALL RUNOFF ON SITE. Silt AREA- 1.406 ACRES (61,264.06 p. n) PHONE # (631) 765-1862 ■ J °,r?. POOH °E ic', c.�T,«„off 4 =..1.7.. .a ) 0 C""1ARb'° k .A (10) PROVIDE SEEDING AND REVEGETATION OF ALL LANDSCAPED AREAS PROPERTY011111 FAX # (631) 765-6820 N1', -\11,,,,!% ` '"" �� ASPHALT �_ O CURB do PAVEMENT DETAIL• (11) PROVIDE ALL SCREENING AND LANDSCAPE IMPROVEMENTS AS REQUIRED BY SITE PLAN. EXISTI "Lt SCHOL DITRICT t0ONED, GENERAL BUSINESS (B) i lit wO ` � ASPHALT �ASPHAI T '!,a1►,� y�,., :. I I \ FIRE DISTRICT #31s'''• \ �'�'��'� 175,0 WNW Heide P1 6 GENERAL POLLUTION CONTROL MEASURES ADJACENT OWNERS INFORMATION; t ��, y \ S\� •(�� , \ Nnn '�.♦I ,r Pd.Mambo]Poses -`4, �'ot a ala ��I ♦ EAST PROPERTY WEST PROPERTY: NORTH PROPERTY • \ q -� '!� tOwo� ,t °uta ��i 6CHAINLIMAFE GRADE I~_I t ♦� (u."-Ka FINISH R= 1 - 1/2" ROBERT& CHRISTA BROWN NEW YORK TELEPHONE COMPANY VILLAGE OF 6REEINPOBT �!�! G ,■� varH °' AS PER THE PROVISION SET FORTH BY THE UNITED STATES ENVIRONMENTAL PROTECTION ACT o/OSUNRISE �� D/o VEPoZON 6 t ,■r 0Till's _ 74675 WEST FRONT 11944 35 YOOFt6 LANE VV, TARE-A 11 .S�q-"" GARBAGE I T GENERAL PERMIT, THE FOLLOWING STORMWATT32. EROSION MANAGEMENT AND SEDIMENT CONTROL GR> 'ORT. Ml GREENNPORT, NY 11944 f75w Ma.Hdds i •' M AstTa'cr LxIMPST>R T �a ti � - 2" WEARING MEASURES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING ARE TO STRICTLY ENFORCED IT Pa.Mounted Fns.. -,, =TAO 1000-45-04-6.i SCTM/ 1000-45-04-8.1 (o,r..�-c Broom) ns. ��,,,,. L____J '14.VY k* •`5.;,.:wt<TY"•i n•- • - " COURSE DURING THE COARSE OF CONSTRUCTION AND LANDSCAPING. :( .,.,«" O L[IIPAS iZrTd (o+,. DANE ,5(5134 a+ ������II ��������= LOT COVERAGE: �' ,aoo cuiDH ,.•va. '� (1) All EXISTING VEGETATION AND TREES THAT ARE TO REMAIN IN PLACE ARE TO BE ♦ ns.M.41 Hrd, '!(BURRED) ,75"l'."1Het•• Ie,rHr+sDI I( 1 _ LOT COVERAGE; A. M,�„o,=dL_-_J d-_ 2" BASE COURSE CO PROTECTED BY THE MEANS OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS TO .I��*�A (Donna.Mow) '+•(DP°'.,,,,"ee�� INSURE THEY ARE NOT DISTURB@ DURING CONSTRUCTION. WEST (JLDINBUILDIIG COVERED WMA( ! DRIVE-l1P) = 4.42429 •q ft i (9. \" (� - 6 STABILIZED EAST B111LlXNG(sNa1LDING SULKS ro APARiiIEIT) - 3984.76 sq. 11 T- i4'>�`� L'� '11U1 2 EXCAVATION AND ESTABLISHING A ROUGH GRADE IS TO 8E l)dNE IN SUCH A MANNER Z �♦Ilibit AS TO MINIMIZE THE EXTENT AND LENGTH OF TIME SUCH AREAS ARE EXPOSED AND TOTAL LOT SIZE 1.406 ACRES(61,264.66 sq. ft.) �ASPI,ar\ trefitx •i «uMc . r SOIL BASE ( ) Lot CE 0S ft ar 1369x Sox alKawads EW 1 0 tlOIA t4r' •• FLAG '�, 175.•MAN rso. \ � t J ® - UNSTABLE ALL t7(CAVAT@ AREAS TO BE LEFT FN10W ARE TO BE SEED@ WiTH A p ( ) '� N (D- Bor.l ,7s.wr we. anA,a,; �►--SAND AND - MIXTURE OF FAST GRONANG SEED THAT IS SUITABLE FOR SOIL CONDRXaNS. (TYPE OF j $� a Po,.Mw=dPo•.• LEAs GRAVEL BASE � SEED TO BE USED IS TO BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE LANDSCAPER° 22'402 12 sq. R ar 36.S7x(ABR required) Q to..wKe�l ® RECOMMENDATION. PARKING CRITERIA: W O O 1 O m ` ". ° \\ b" (3) AL1 CLEARED AREAS SHALL INSURE THAT THE LENGTH AND ANGLE OF THE SLOPE iS PARKING CRITERIA ._ MINIMIZED 10 TO REDUCE RUNOFF VELOCITY AND CWWNELING. Nl RUNOFF IS TO BE OFFICE AR>w 4273.07 sq ft e t SPACE/ too sq. rt - 43 SPACES 1 I"- Er tri w-W-� � � ASPHALT 1 ® I� I DIRECTED AWAY FROM SLOP@ AREAS THAT HAVE NOT BEEN STA&LIZ@ WITH GROUND AIRY STORAGE 136213 p. ft O 1 SPACE/ toDD eq. tt -2 SPACES ' COt -� u \\ COVER. sq. f.APARDADDS e 1 SPACE/APARi TENT - 3 SPACES V J 1, ACCESSORY APARTMENTS: 3 0 600 IL. � CURB & PAVEMENT DETAIL (4) ALL RUNOFF AND SEDIMENT IS TO BE CONTAINED ON SiTE AND NOT ALLOWED TO RUNONTO TOTAL AREA: 'q t W USE OF SEDIMENT BARRIERS IS REQUIRED ALONG THE PERIMETER OF THE 2 Z ING ROADS LA PARKING SPACES PROVIDED- 49 r FLAG xi F _ TEST HOLE TEST HOLE DATA PREFAB@ tTY McDONALD GEOSCtENCE BORnJG DONE ON 11/28/04 CONSTRNUCTIOBN�SRE PROPERTIES OUi THE Q�RB� AND DRAINAGE SYSTEMS. THE TOTAL PARKING SPACES REQUIRED - 48 '^ E I - s l tUU� - p OFFICE Bua�►+O ,"C (5) A CONSTRUCTION SiTE ENTRANCE ANO DEPARTURE AREA IS TO BE CREATED TO TOTALCES PRortDEDHANDICAP SPACES �- SI 2 O n�/ 1{ r i s% PROOec£ssoRY APRR � -t n `,y O DRAINAGE ROOF RUNOFF: >um N LL PREVENT THE TRACKING OF SOIL AND DEBRIS ONTO PUBLIC ROADS- THIS IS TO g ( I 1 yd. y ON SECOND FL 1� f •ri DARK BROWN LOAM Cl. REMAIN IN EFFECT UNTIL THE ENTIRE SITE HAS BEEN COMPLETELY LANDSCAPED AND (� i _ ". a a d 1';I• 17,7501 .n.e,w• ,aaA,a ,,. ,rd.�""`•�u. y . z ' � • p All PARKING HAS BEEN EITHER PAVED OR COVERED WITH A MIN. OF 8" OF CRUSHED O i f•(a"W"B�-� LEACHING`°o< ��'(w■""'"•"d`e a'� \ C y BROWN SILT ML STONE RUN OFF FACTORS ASPHALT = 1.0 . ROOF = 1.0 O ' /F -- + z t:]►z1 (6) ALL RUNOFF IS TO BE RETAINED ON SITE IN ACCORDANCE WITH ALL LOCA. 1'-0" DEER POOL x 10' DIA 68.38 cu. ft per vertical ft. r" �+ �] PALE BROWN FINE TO COARSE SAND w/ 20% GRAVEL SW REGULATIONS AND APPROVALS. All INLETS TO STORM DRAINS ARE TO BE WEST BUILDING ROOF 4,424.29 sq. ft. 0,, 0 175.0146A �°' Iii • la { PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF DAMMING AND .166887 x 4,424.29 1.0 FLAG a Polo AA d,Po+- ASPHALT • td �e. (w..w.�BN+,••I 0;�, :11 130,+4,,,,.. 4 . < g 7' SCREENING. ( )( ) aI a \ rOCTANK \ 0PALE BROWN FINE ro COAfLSE SAND SW (7) ALL MEANS ARE TO BE TAKEN TO MINIMIZE THE DUST DURING THE CONSTRUCTION. : 737.38 / 68.36 cu. ft = 10.78 vert,col feet �Wy•• ;i17 , 12 2• (8) ALL EROSION CONTROL MIO SEDIMENT BARRIERS ARE TO REMAIN N PIAL E UNiIL ALL 2- B' DEEP POOLS REQUIRED WATER IN PALE BROWN FiNE TO COARSE SAND SW.I K 1 ,' ' / .1,M.;:.= � LAND HAS BEEN PERMANENTLY STABILIZED. ONCE LAND HAS BEEN PERMANENTLY t PR 7£�BAN ( *I /�i AMS 14' STABILIZED STORM DRAIN SYSTEM IS TO CLEANED AS NECESSARY, EAST BUILDING ROOF = 3.964..76 sq. ft. 3 • QP Ix O I I we e20, (9) MAINTENANCE OF EROSION CONTROL SYSTEM Is TO BE CONSTANTLY MOtJITOR@ IN .166667x (3,964.76)(1.0) ORDER TO INSURE THAT THE INTEGRITY OF THIS SYSTEM IS MAINTAINLD,ESPECIALLY = 660.79 / 6838 Cu. ft - 9.66 vertical feet 1 zre , CI I 1, loprl WATER IN BROWN SANDY CLAY CL AFTER HEAVY STORMS AND CONSTRUCTION BEING PERFORMED IN AREAS OF EROSION , '�t'i I �. z..00 ,,� -a CONTROL MAINTENANCE LS TO INCLUDE, BUT NOT UNITED TO THE REPPui•. OF SEDIMENT 2- 6' DEEP POOLS REQUIRED y., o=5 , ASPHALT ,rrorua...eFna.. m(j1 BARRIERS, CLEANING OF STORM DRAINS, REPLACEMENT OF HAY BALES Ai() REGRADING 'I UNE of CANOPY ;s„EouMu, Tore I - (D"...m e=,„I • '3 O ,r'Pd.w• P" �OiEH-UP 'i ( S 3B, AS NECESSARY TO PREVENT RUNOFF AND CHANNELING. ASPHALT AREA A" = 3.288 sq. ft 0 - .166667 x 3,288 1.0 �" " �' "• °°"°° WATER IN PALE BROWN FINE TO COARSE SAND SW (10) BEOTPHE RESP DISPOSAL OF THAE GENERAL CONTRACTOR OR THEXIONRJER�O: THE / ( )( ) 1� `xa '/ 1! = 548.00 68.38 cu. fl = 8.01 vertical feet I � ',a•• \ � ' (q.I•-�+•I Q a ^i ( roec WED �EAnNG or., N old OS' �1 I j `°"° - O '' _ . ti 42• PROPERTY (IF NO GENERAL CONTRACTOR HAS BEEN HIR@), DURING C;i-`/iRUCT10N TO , O O I\ -� QVNr„c - COMMENTS: WATER ENCOUNTERED AT 12.2' BELOW SURFACE INSURE THAT ALL LOCAL STATE, AND FEDERAL LAWS ARE COMPLIED WITH 2- 10 DIA. x 5' DEEP POOLS REQUIRED 4 02 _� : - _il LEACHING BASIN DETAIL CONTINUOUSLY. ASPHALT AREA "8" - I `Y '� ► O aF n ,omxc a'E I - O F.� • ` 05.'.,,,440°"• a•� r 1.66667 (3,786.06)(1.0) a • 1, . 1 i „u tis, •s'/ + ��o+•° �� • , ,r Pd D A 2' WEAR COURSE TO BE PITCHED THE GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR MAINTAINING ALL P.(.UBOs OF THE t a _ w tea;; tir. s` 'r r D°°",.�w � �� tD 5E1 CONSTRUCTION SITE ACTMTIES• INCLUDING BUT NOT UMTL@ TO ALL INSPEG'110' REPORTS, • m 631.01 / 68.38 cu. ft 9.23 vertical feet TOWARDS DRAIN COVER. • • t VIOLATIONS OF THE RELEASE OR ACCIDENTAL DISCHARGE OF POLLUTANTS TO T:IC PROPER fpUND is Ert �� iiiiTioi,en‘!.,.01;*,4,..:,r,S-,; iD' C ® TRAFFIC COVER AUiHORTTiES• AS DEEMED WITH THE USEPA GENERAL PERMIT. ALL MODIFlCATIOr.6 TO THIS 2- 10' DIA x 5' DEEP POOLS REQUIRED L- I � � / �" SWPPP THAT HAS BEENSTTE CONDITIONS <;,',t' PROVIDED THAT IS DEEMED NECESSARY DUE TO I ILH�; CpHC 14 3 2\ II ' (A ASPHALT AREA C' 3.393.38 ft. ��v,i CAST IRON FRAME do GRATE OR SPECIAL CONSTRUCTION ARE TO BE REVIEWED BY THE ENGINEER AND APPROVED PRIOR �' a ti6a- .166667 x` � -- L 9 ���� - 565.56 / 68.38 cu. ft 8.27 vertical feetI, .1__,I r A y� ► �" CAMPBELL FOUNDRY TO ENACTING ANY CHANGES TO THIS DOCUMENT. _ 4 9' o ■ .T¢ (3.393.38)(1.0)EDaert il!A , w ode°°v --�sioM' �4�� ' i 10 DIAME R 2- 10' DIA x 5' DEEP POOLS REQUIRED a „ (, Is., •/ ,raa+ " �• fwr oDM.e,_. . 1LP ! BUILDING do SECURITY LIGHTING: s,r1Pai.."'"'"Ines' ND ' ` T '1 PEAa,wc•, k. 0 (� 1 tASPHALT AREA "D" - 3.288.10 sq. ft. ',, , °ti y I l _I g `°��"�' n�.� 1 MINIMUM 1 MINIMUM 166667 x (3,266.10x,.D) CaRA N 400 WATT METAL-HALIDE LIGHTS ON 19' TALL 4" SQUARE POLE AS PER SiTE PLAN LOCATION. _ 4' •_++• T_ I a aA.tl DFrr G , i 'r AD'""..w�A .,•• T >?Q 544.35 / 68.38 cu. ft = 7.96 vertical feet l MN qli ^ J I ALL FIXTURES AND POLES ARE TO BE MANUFACTURED BY RUUD LIGHTING. 2- 10' DIA. x 5' DEEP POOLS REQUIRED •.+a+ y « / \ / ALL FIXTURES AND POLES ARE TO BE DLLTAGUARD BRONZE FINISH. x," w- \ I ,aDw.e• ♦♦ DO DOD • ^ ,s. ,� 1 Q •' /� (n / CUSTOM 100 WATT INCANDESCENT "GOOSE NECK' BUILDING MOUNTED FlXTUR(S sq a.m yz „ 1t ,r" ms' .w., .nw1Y I 00• ' err ,��Sp` t. �, ,o 01A a s • 721( ' ' 1 FIXTURES ARE TO BE WHITE ASPHALT AREA "� - 4,712.02 ft a' j �' 1:1 ^ I�4)v`;'�4 0� sEAcinHc•.: �' •• t L f L • - .166667% (4.712.02)(1.0) \�$ �. 'p a Nu• DRIVE-UP CANOPY AND SOFFIT LIGH TING IS TO BE 100 WATT METAL HALIDE SQUARE RECESSED V I 'i�` Yj • -( - 785.34 88.38 cu. fL = 11.48 vertical feet v���� ,. �o V IiFIXTURES. " ;. t D a i 1750 ,,,,= k" +Y , ❑p (3)- 10' DIA x 5' Dl>P POOLS REQUIRIDI u'Po,.w ePo•.. ����� Ss� / FIXTURES ARE TO MATCH UNDER SIDE OF SOFFIT (WHIT ) ��. ! o ^(D,r.rcel ♦ ASPW,LT ,1{. �i .t>_Baa 000 0 ASHHALT AREA •F" = 12.084.56 sq. n .L' rip / 2! ^1 � ate$ 4+ ' tt14 D (n • SECONDARY EXTERIOR EXIT DOORS ARE TO HAVE 75 WATT METAL HALIDE WAIL PACK - .166667 z (12,084.56)(1.0) 5,y =_ m�! i +75.MWIIYN, a • 1 ❑❑ L� L FINISH@ TO MATCH SIDING. / 44 Inr AM PI ,, 'j •c8 6 G = 2.014.10 68.38 cu. ft = 29.45 vertical feet , +FfrP•.Mw-ePon,. s `e6 QK ' ,� . A Q•V ��0 I ea, i• - i.W .{ o® (���I �. HAPARTMENT ENTRY DOOR IS TO HAVE 100 WATT INCANDESCENT "GOOSE NECK' BUILDING NO POOLS REQUIRED - AS PER TOWN OF SOUTHOLD TRUSTEES '.,,. :,' S oR • +` �- •' 5: 0 0D cl' MOUNT@ FIXTURE- ASPHALT PARKING LAT IS TO BE PITCH@ TO UTILIZE NATURAL DRAINAGE AREA ' � ��I I F o i `ASPHALT 1(S �E `}, 3,1.'0 . __ _ d k'. 0 0 I ,-; i \ �� 1 s 1' .e , I .���v. ROOF RUN OFF POOLS 10' DIA x 5' DEEP AS NOTED ...',1;:,t, I p \ CbNc.-..004 1 1J • • ❑Q I 94444444• & µ V �0.oN 1 L r' . 1f .6_ _' • 0 0p I 4i�1�4�44 ROOF RUN OFF POOLS 10' DIA z 6' DEEP AS NOTED m.s.N..u,cS, ..d:ri,ALA,..li..:SI-,: . •- 411 •` • ❑a L • OWNERSHIP AND USE OF DRAWINGS: E. / ll. may._ . _ _ I ��L opI1ptL ,/�_ . L ASPHALT PARKING RUN OFF POOLS 10' DIA x 5' DEEP These drawings and specifications including 1 03,4: AS RgIN�• ••:d •. - •• - . the ideas, design and arrangements �� �c#S' tL GONG _ v_• - • 4_ d_-• �� ,'•GSAND / GRAVEL SANITARY: East�e End Desisented gn'Associatore es property port fi\ of I �`� •. ,•,. _•_ • ! a A •_ -♦ - ...44. ,,l.-.2: g1V l - i.thereof shall be copied. disclosed to i .. . d 4...4. • _• : • ; 2rj) S dEBAL f14IES: )others or used in connection with any • d • 6rV N , • A 49.7 r, *'! N r 1F PgQU� 4•- -_ ' ... .._ . ' \ Rte. O • 1. EXISTING BUILDING(S)ARE TO BE ROAMED have work or beenroprepared withoutect other than fwritten I `{� ,„ y '� ' y ' ) �t Y. 3'-0 TO GROUND WATER 3� Eta SHS °L Rovto@ No CONSTRUCTION *consent of East End Design Associates, •� 44 CA_..a.,G. d _ O O D 1(j�• (AS REQUIRED DRAINAGE SY ONM OF SOUTHOLD TRUSTEES!NEW TOW STATE DLO) 4.4 i ':r....VIN I7 . of . • • _• _ • - d._ i - d. , . - 4-•" V?.1 Q Al// 4. All ORANAGE IS TO MEET STATE!LOCAL COOS LLC. ' = (MAIN 1- LEACHING BASIN DETAIL CP IG A•_ a'.: a. • NINON-MEDICAL OFFICE PROJECT NO: A" A = SEPTIC DETAILMEDICAL OFFICE 867-2005 �f ` � • eC t. ACCESSORY APARTMENTS SCALE: 1" = 20' 'I�"; i-�'-`-• _;} "_� : • . DRAWN BY: . _ ROUND SEPTIC TANK( -''I = _ _ .4Aill „°" ' - - ' - NOTES: N.T. AI �NDWA SAN Tr ( m4; CMA • tr r y•. - GROUNDWATER MANAGEMENT ZONE N 0 5 10' 20' �. it.' wool �� vr,l • :,. • - _L_. RA.. FLOW = 1' `(� . ALLOWABLE FOR SRE WiTH PUBLIC WATER 600 GPD PER ACRE : SCALE .Ma►' .;��-�5. Q°40 : . = • 1 . ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM .- : 4 600 GPD / ACRE x 1.406 ACRES = 843.6 GPD 1 = 20 ,„,gs + �+•_ d S a_. .: = EXISTING ELEVATIONS ARE SHOWN THUS: X • ._ • • 6120GE DISPOSAL DESIGN CALCULATIONS. I DATE. SIGNLIST BUILDING ' DETAIL ,t6 3/C wwDICAP CURB DETAILS: (---- _ 05-- 10-05 MEDICAL OFFICE: 1604.43 sq. ft 0 .1 GPD - 160.44 GPO I REVISIONS: ACCESSORY STORAGE 876.06 sq. ft 0 .04 GPO 4. 35.04 GPO 07-25-05 114-3/4- CO O ` NON-MEDICAL OFFICE: 573.59 sq. ft 0 .06 GPO 4. M.42 GPD 05- 1(0T 05 Fi 1 ` I / ACCESSORY AIPARTIAfNTS: (3) 000 sq. ft.APARTMENTS 0 150 GPO - 450.00 GPD 08-02-05 r �O�UUIIU WESr�,nDING r . ' O Q / 18" DIA. NON-MEDICAL OFFICE 2,095.05 eq. ft. 0 .06 GPO• - 125.70 GPD +L a I C.M.P. ACCESSORY STORAGE: 486.07 sq.n. 0 .04 GPO •• 19.44 GPD 1 O CAST IRON FRAME AND COVER TO GRADE TOTAL FLOW TOTAL USAGE 823.04 GPD ������� 6I FU.El EV. 19.0 SEWAGE DISPOSAL SYSTEM DESIGN; 3 UDSONCITY.;::; WOOD CARVED SIGN WITH RAISED LETTERS I Q GRADE ElEV, 18 0FINISHED /--'LOCKING CASTNG TO GRADE LAgaNG CASTING TD GRADE 10• DIA x 1• DEEP LEACHING POOL - 325.0 VERTICAL FEET DRAWING TITLE- tI u a00D / FINISI ED GRAVE 17.5 NY DIA x , DEEP LLJICFtlNG POOL_ 2500 VERTICAL FEET . SAVINGS BANK WOOD FRAME-FINISHED pros 288 blue t I CIfu LOCATE f ' / I _,..24.- 1'MIN. •-24'- DROP'T" PIPE SEP PLAN 9 �� r TRAFFIC BEARING - 0 . SEIMGDAYS 290 2E GALLONS MMET a f } SLAB-\' n n, OPENING 400 �� 1 THIN TANK txfxrrn•• - ^ s2'MAX 2' MAX. PROVIDE A 1.000 GAL SEPOC TAN( � x,>• . IEQUIVALENT B - 145.14 GPO (USE WN. SY5TD1) x 2p AND t ; .I s )'� t® ; `�; t� � CAST IRON FRAME & GRATE - CAMPBELL ,E. 16.50 f 6' PITCHED t/e• 1 i w , . .est' a FOUNDRY PATTERN # 2541 OR APPROVED EQUAL +H,H- -- „n- / MAINTENANCE GRADEQUILLI IN II • v/ PER FDo7 i MIN. traffic cover () .,.d a.a...-a»s i„,,, i .„....,LL. �.. .-.'--,,,...[. _1..',�..''. :a ';,.-.IL. '.r2.-.....,.._I•..Y,h.✓•'.•.ir.i:..+'. F WOOD CARVED SIGN WITH RAISED LEI I ERS ►e'N• 4'DIA '// INLET �.16.00 6' (7• _4 ®® 1 e`-0•DIA x 4'-0•ROUND SEPTIC TANK 2400 PIPE OR 14' PIPE PITCHED 1 Ft MAL 1 145.14 GPO / 1 5 - 98.76 sq. ft. / 31.52 vertical feet - 307 hat r EQUIVALENT MMI.4-DIA �-- IE 15.50 MIN. 4•dA APPROVED 25 IE 1530 , ®© LEACH POOLS - 98.7• DRAINAGE PLAN WOOD SIGN WITH 2'TOP&SIDE FRAME ) no OOO ASPHALT PAVEMENT %T 1/4" EQUIVALENT 18' --0® J PROVO((2) 10• DIA, x 6' F. DEPTH = 12 vertical feet - 378.24 sq. ft EAST END PER EDIT pt T/4- - N ' � ; SHEET NUMBER: BRIAN ARM PAINTED TO MATCH pms 288 blue -(- to +�MIN. 3'L6N to y 2� L_ o ®© o '� BAPT PHYSICAL THERAPY , DESIGN ASSOCIATES,He r_ _,.; te• qA CMP. C6'"1"•�"a" `w" WOOD CARVED SIGN WITH RAISED LETTERS O 4' -5' EFFECTIVE D SEEnC TANK RFWgalk FLOW LINE (VARIES) DEPTH 1O 679.9 GPD (USE MN. SYSTEM) x 2 DAYS - 1359A GALLONS PROVis 4 25 4.: �;:' 1 t t 1 cc c LJ (VARIES) )w (1) 110E-0'DIA. x 5'-0 ROUND SEPTIC TANK A 2000 CAL SEPTIC TANK :b 7 8 8'BOTTOM FRAME + 16 - L /n I PAINTED TO MATCH SIGN•A• -� ?i'. 6•MIN. 10'-0r DIA. L FACHILI POOLS sREO: '; 679.9 GPD/ 1.5 - 453.27 •q, ft / 31.52 vortical feet - 14.38 feet t 3000 P.S.I. PRECAST r' ( CONRETE BOX AS CO.MFPROVIDE (3) 10' DUI- x e' EFF. DOTH = 18 verticil feet - 378.24 sq. ft 1 •r�� " BY SUFFOLK CE1tENT OR 8'-0'OR 10'-0'DIAMETER(VARIES) APPROVED EQUAL SEE SEPTIC TANK REQUIREMENTS S _3tT 1f FOR EACH BUILDING. EXISTING LEACHING POOL OR SEPTIC TANK TO BE ABANDON@ AND FILLED IN STREET NUMBER(WOOD CARVED) le 4. 3 I MIN. ABOVE GROUND W TER AS PER SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIREMENTS. �1I BACKFILL MATERIAL TO BE AN 150' ' - WOOD STANCHION 71 SAND, AND GRAVEL NO WELLS LOCATED WTTi-HN FROM ANY DRAINAGE OR SEPTIC 6' MIN. PENETRATION PAINTED TO MATCH SIGN•A• ( A� - I CATCH BASIN DETAIL 1,500. GALLON CYLINDRICAL.,- SEPTIC. TANK DETAIL LEACHING POOL DETAIL ISD DNGSTR A of SiTE PLAN DISCLOSURE: SiTE PLAN INFORMATION IS BASED ON A LAND SURVEY PREPARED BY JOSEPH A. INGEGNO LICENSED 1 - SIGN A TYPICAL FOR TWO SIDES (EXTERNALLY ILLUMINATED) N.T.S. " " N•T.S. LAND SURVEYOR. NEW YORK STATE UCENSE NUMBER 49668. SURVEY DATED JANUARY 3. 2005. e ADA COMPLIANCE: STORM WATER POLLUTION PROTECTION PLAN: KEY MAP: 1- = 600' 311k. Al& At M .Mi.Dq 'FLAG ADA NOTES AND SPECIFICATIONS SITE DESCRIPTION I L ^--� i,-'7 Jt1, '> 1 IL FLAG THIS BUILDING AND ALL ADA SIGNS, PARKING SPACES AND RAMPS ARE TO _ � LTJ 3L°"" � ''�'rte, ���• C NCY F CONFORM TO ICC/ANSI /.117.1-1998 THE CONSTRUCTION THAT is TO TAKE PLACE WILL INCLUDE NE FOLLOWING: N ' N1N°NnwT: �a� �& - 1.;' (1) CLEARING AND REGRADING OF SITE IN AREA OF CONSTRUCTION. SILL >r> dN ' ` -y ss .�iL F j LLI i l cl ; bT�51.■C.to:1}s 1 4r „�»fa,•;.,, '4-•O �IIIt (2) REMOVALOFEXISTINGSTRUCTURESTHATLOCATEDINTHECONSTRUCTIONSiTE �►�` } M 40s.lo "ML . l '_' '''' �' '91.4 . .ADA PARKING NOTES (3) REMOVAL OLD SEPTIC SYSTEM n,,_ SJ.„N,la a � is �.;..`:;"'" 1 t N 0 F i• r r�`� '. j �K:..;rh,.:.._IF i C�ADAPARKINGTO BE MIN. OF10'-0" WIDE BY 20'-0" LONG AND (5) CONSTRUCTION OF NEWBUILDINGS ` ' sT c / I" • ss 1 I �'� "a' "�-0 VILLAGE OF CREENPORT IDENTIFIED BY ADA PROPER SIGNAGE (6) CONSTRUCTION OF PARKING AREA �r^ 1 O D,31 ►"/; M4 �� ; ,FLAG (7) CONUCTIONOF ADDITIONAL STORM DRAINAGE COLLECTION AND RETENTION i�.e O /i�;p r►0 � ,vb� •^SYSTEAAS TO RECHARGE THE RUNOFF FROM A 2- RAINFALL ga a •t fRO� Sp W - L)1 G L 7(8) INSTALLATION OF A STANDARD SANITARY SYSTEM. t 0 u T oA:� • I` J ' _" (9) INSTAt1ATI0N OF NECESSATtY PUBLIC UTILfiES , - V N} FIBERBOARD •EXPANSION JOINT ALL CONSTRUCTION AND IMPROVEMENTS TO CONFORM TO ALL STATE. COUNTY AND LOCAL CODES. 1� y� - N - FLAC W .044,---t. MP PROVIDE SMOOTH RAMP AT 1:12 L.uci QI CONC. BLOCKPOST °w TRANSITION TRUNCATED DOME MAX. SLOPE ' S a' cv 1 8131/. TREE ! 1" r ' N Tu<h .0.0"..CL. >W 1-1! (C) s BUILDING '� "� GENERAL SEQUENCE OF SITE ACTIVITIES \\3 '" 30-DIA. TREE �, WITH NO UP DETECTABLE ■� ,YDIA (TREE " -24•DIA TREE • FENCE 26cJ.40x WARNING RAMP MIN. WIDTH 5�-0" w ,;,,�, IL. / V� 0-14131/.. TREE " t'J W e FENCE TO END AT INTERSECTION I 2 NC 1 CHAIN IJNK FENCE co MAX. SLOPE 1:10 Z_ (1) HAY BALES WITH SILT BARRIERS ARE TO BE INSTALL AROUND THE PERIMETER OF THE ^ f • FOUND v 7 O O E *it OF SET BACK FROM WETLANDS • CHAIN LINK FENCE 15'OIA. TREat �'- J as ..4.-----FENCE 1.5'N-- ,............j..........‘ 414C1 TRE �i _ CONTROL CONC. MON. t j •�, w�f y( _/ :.t -...a6_;.,..,,,44,• 5 .ti ., ti 7,--...„nL �w� 1t 1. ,. -•�'�,,4 1 •_. 4y ,. . ? t 'rw. , t. `^ '-:,0 �� (2) SITECLFJiRNG DEBRIS AND ICONSTRUCTiON, DEBRIS WILL BE REMOVED FROM SITE IN AN _°� • . - • . _ .• :.. • c_• .s•.- • L. ' -. s-•• e..A.4,V., - `.L: : _ - _ -r - _ �liAra>li• :a+' ■ 'T_�^/C �p LI OY- LTA • • ._ . ti: ' '✓7 r-. °�.-s `1) d�P-'�` it •:`i 1 . % n_ v_ \� :' -��e �'y`y �i `� i ': :. iii ,- esas.r!""": r ..wr+ „ :' x':l��lfl�Qlix� EXPEDITIOUS MANNER C W -•• _• _ _. _ _._ •_ 11�� -- e men>_ l�i� „.11z. _�vii� r�.: 1a ��� n _ ,-'111�'�1�•= " ��� ',n 11. ttk`1L�ii - t u�,' A. ..�i4� W V _ 1���JL . -•rL� +01 _._ '�h,_ - � _ ---‘'1'-'- ;.�.y:+.r.��..i:or' .,ArS..c•L"r�`�` 3'{°'.1� ,lo -(az}o�� 49$-• bIA TREE ,-z.--,---,-..,l • la !,N i w. .� i N�411,��-./�� \l � (3) ROUGH GRADE WILL BE ESTABLISHED MAINTAINING ALL RUNOFF ON SITE SO M " �E W Q = ••. 11' Mwxin hl>M• Lr-� ,..;:15,,;,',.."-,',-:-:.,„ _ - --'/-- �_ • 4 ., •• 8 ' O b : u «w< we) (a„N,e-u,,.yn) - .e.> ' (4) ALL TOPSOIL AND BACK FILL MATERIAL IS TO BE STOCK PILED AWAY FROM WATER AND g ax A rn p , _ :. - ___o___ fi _:�, COVERED WITH TARPS TO PREVENT RUNOFF. •• W C/1 cQ N • 4" MIN. COMPACTED` PROPERTY INFORMATION: FLAG E11TR (5) INSTALLATION OF DRYWELLS STORM DRAINS AND FRENCH DRAINS DURING W rniP EMPLO"EE AR TNG far' :MPL•YE PA K N w ' cn CRAWL BASE 6 x 6 wwM AT MID DEPTH CONSTRUCTION OF BUILDINGS. THIS IS TO PROVIDE IMMEDIATE CONNECTION TO GUTTER z 0. OWNERS INFORMATION; OWNERS CONTACT INFORMATION t tib.?',�3 STattM ONCE ROOF iS INSTALLED AND TO INSURE MAXIMUM CONTAINMENT. gCg1YpK� CRAIG ARM AND BREFf KEHL x z Z ,•, s Mnle I,a.b Ep•'N __: )i (6) INSTALLATION OF ANY UTILITIES REQUIRED. w 11Pule M„.nlao Fl.n=n '*�Y'7T��W 1i-- tawi vEGEt^t1ON " nMeu Tan Ow«wu a,N e, ,3�'' 110 NNEYARD PLACE BCEI REALTY HOLDING CORP. ~' p _ : r°ouEo •_ 1)....-":* Q•• \. (7) INSTALLATION OF BASE COAT (PAVEMENT) AND CRUSHED STONE TO MINIMIZE SILT POT JEFFERSON. NY. 11777 `- PO BOx 1675 \ {: RUNOFF AND STORM DRAIN CONTAMINATION. SCTM/ 1000-45-04-e 3 SOUTHOU), NY 11971 07 ' •MUIM IN b F ! . (8) INSTALLATION AND CONSTRUCTION OF ALL STRUCTURES WiTH APPROVED PERMITS. • i • ,.-- _ _ 11 PMe/1,4m1 vf,.,,• 4I03 PHONE / (631) 765-1862 f LTI • .8 DIA TWIN TBFF .y ox.xln&n.n' ��4,ti=I ADA RAMP DETAIL (9) PROVIDE FINISH GRADE MAINTAINING ALL RUNOFF ON SITE. SITE AREA _ 1.4043 ACRES (012431.4343 .q. R) " xrlF01111 FAX (631) 765-6820 •` I P (10) PROVIDE SEEDING AND REVEGETATiON OF ALL LANDSCAPED AREAS a • .�. + . � .f>�ET- Q ` ASPHALT .4.*f 0 CURB & PAVEMENT DETAIL: (11) PROVIDE ALL SCREENING AND LANDSCAPE IMPROVEMENTS AS REQUIRED BY SiTE PLAN. DOSTiNG PROPERTY ZONED, GENERAL BUSINESS (B) _ � :' tl J-:.k SCHOOL DISTRICT /10 PGrLP ` \--ASPHALT 611 FIRE DISTRICT /31 ' ��qlE \ ASPHALT-..........\ 'y(0. g �i-� 175.Mew ux,w ,i t r, - - .` C>J Q El'G�9\Yj 1�� O I<'PdeM.wrIIWFsaxe -�i_ m GENERAL POLLUTION CONTROL MEASURES , FLAG \ a• NN�JP��ot�'r '; >y a„nIw D.N e, '' \ FINISH _ ADJACENT OWNERS INFORMATION• 0 q y 6•CHAIN 4'NH FENCE (�� R- 1 - 1�2- FAST PROPERTY WEST PROPERTY: NORTH PROPERTY: @ (.,�''QPM 4°4-�� FT �� ice"` WITH PRIVACY SI Ts -4I\4:" GRADE 1 I ROBERT& CHRnTA BROWN cNEW/o YORK TELEPHONE COMPANY VILLAGE OF GREE IPORT ••'. IIP ' y _ • t x nmlP ,-• • • ®+ vH AS PER NE PROVISION SET FDRTH BY THE UNITED STATES ENVIRONMENTAL PROTECTION ACT c/o SUNRISE CONCHUNES c/o VERIZON •. r by e k. _ . • • o,■ -'Cpj If 1. AAPL�R .•.•.• • • . • • `- • •.•I GARBAGE ,. It -- i. - • _ ° GENERAL PERMIT. THE FOLLOWING STORMY/ATER. EROSION MANAGEMENT AND SEDIMENT CONTROL 744375 WEST FRONT sFNr�i 35 MOORtES LAN0 . E ( ,e ��^,'`//y� t75w Metall-1m., - APL F T Ht DUMPSTLR j • .'los[I �'^e ; 4>' ;' y _ MEASURES INCLUDING, BUT NOT LIMITED TO NE FOLLOWING ARE TO BE STRICTLY ENFORCED • ••CRIMP }�j,, • -• •• - _ -r -• :--. - Tc 5 `d:- 2` WEARINGGREENPORT, AN 11944 GREENPORT, NY 11944 -r L a mJL v c'LL ' ♦ COURSE DURING NE COARSE OF CONSTRUCTION AND LANDSCAPING. SCTM# 1000-45-04-e-1 SCTMI 1000-45-04-8.1 r PLL I'K•1 •11'PuW tlwnleoFiNvn _ ' ' 'GAIT , :Dur Gr ., S.�Y „5+� ,.� "u - _ ,fu IGAIII ON ,1 PM•a „ • 0 • • API.E TK, R7LTt'>l nrT1.T' •Da nnuC bone( j _ //A •/ r1. ,'I J i ++1 r a :1; + • • g o t ..•_ - � �+� ��.4- l V IL li`,'.Melrlww +, E(HURRIED)�• 1/S,,M„al l+aw.� 3 ill yl wl BAS /� RSE (1) ALL EXISTING VEGETATION AND TREES NAT ARE TO REMAIN IN PLACE ARE TO BE nn�p�nc. ■/■�■ - 1N Pula MnuNOtl Flxwrtl • •� • • ,1'Poa Vic& Vel• ° 44 fa + • 71u,�1 1 " C• RSE 00 LOT COVFRIVGE: __ :::.:::::.::..1::: PulaM •• I • • • +.:• ; • PROTECTED BY THE MEANS OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS TO" ••• la II •• �tl ' 6" STABILIZED INSURE THEY ARE NOT DISTURBED DURING CONSTRUCTION. LOT COVERAGE: I tor" Z r p� DWnr •' ••• • /IJP 1 '•r''+ •• 1 - WEST BUILDING ONCLUDMO COVERED WALK k DRIVE-UF' 4,424.29 R`\ �+ ctau `,`,`,� , �A f SOIL BASE (2) EXCAVATION AND ESTABLISHING A ROUGH GRADE IS TO BE DONE IN SUCH A MANNER ) sq\ t� • • • • �K':+• •••j�!� .C1 Tkl A ''�'E' _� AS TO MINIMIZE THE EXTENT AND LENGTH OF TIME SUCH AREAS ARE E;POSED AND TANG (wCllrowc srArcts TD APART►rtNr) - 3.964.743 p. fL (�_,• ' •_ ASPIiALT +« �I�• � .� `,G •• +•••• f= ,-;:. ,� UNSTABLE ALL EXCAVATED AREAS TO BE LEFT FALLOW ARE TO BE SEEDED WITH A TOTAL LOT 9ZE_ L406 ACRES(61.264.66 ay_ R) t QFLAG S•Maa IN b �%'UI ,�PcNaM,vN«I FIVWe °uA«xncDwm '-"' '•'•'+•• APLF Tr 'i SAND AND - MIXTURE OF FAST GROWING SEED THAT IS SUITABLE FOR SOIL CONDITIONS. (TYPE OF LAT COVERAGE: 8.38 9.05 sq. R or 13.891(30% oNawble) ,,I1. • ♦ --'`''i-`` II GRAVEL BASE SEED TO BE USED IS TO BE IN ACCORDANCE WiTH SOIL CONSERVATION SERVICELANDSCAPE AREA: 22,402.12.q R ar 38.57%(331 roqutnd) OOJIW_ � �N c�. O ,. '�• � `�Ir/,75w Mn1e�Wlx/, �';�* " RECOMMENDATION. WIr` 4w •!IN1u AMra�.0; \\ •.114.`.*• ., (. \l (3) All CLEARED AREAS SHALL INSURE THAT NE LENGTH AND ANGLE OF THE SLOPE IS PARKING CRITERIA >.. •• C \ I IfCe c _ I MINIMIZED TO TO REDUCE RUNOFF VELOCITY AND CHANNELING. ALLRUNOFF IS TO BE i- � ASPHALT\ I ► •�• L j DlRECItO AWAY FROM SLOPED AREAS THAT HAVE NOT BEEN STABIUZED WITH GROUND eARKING CRITERIA 1 .• I •'+'+ I \\ •• • OFFICE AREA 4,273.07 eq. ft 0 t SPACE/ 100 sq. ft _ 43 SPACES 'U) AILr---"_, r •ss •• 1��`t+t COVER. ACCESSORY STORAGE 13622.13 p_ R 0 1 SPACE/ 1000 sq. ft _ 2 SPACES = -••••• SPA g Jg a. : •_: ; �� • ,.'••.' V, CURB & PAVEMENT DETAIL (4) ALL RUNOFF AND SEDIMENT LS TO BE CONTAINED ON SITE AND NOT ALLOWED TO RUN AmEssORY APAx►MENTS 3 O 600 sq. R APARTMENTS o 1 SPACE/APARTMENT _ 3 SPACES lO ,_ ONTO NEIGHBORING PROPERTIES OR INTO PUBLLC ROADS AND DRAINAGE SYSTEMS. THE 7lDTAL u 543352 ■4 n W stic 11.4 . w= 1• x'. ,71 IA 1 TEST HOLE TEST HOLE DATA PREPARED BY McDONALD GEOSCIENCE BORING DONE ON 11/26/04 USE OF SEDIMENTSBARRIERS IS REQUIRED ALONG THE PERIMETER OF THE TOTAL2111 PARKING SPACES REQUIRED 48 y _ • sI It • • • • • • CONSTRUCTION SITE THROUGH OUT THE ENTIRE PROJECT. GO , ', •-•'_ `• 1 a ED OFFICE BUILDING uj�=, .{ (5) A CONSTRUCTION SITE ENTRANCE AND DEPARTURE AREA IS TO BE CREATED TO PARKING �' PROVIDED- 49 a_. . , w , pRDPOs ACCESSORY APAT:T%L NT' O 0 PREVENT THE TRACKING OF SOIL AND DEBRIS ONTO PUBLIC ROADS. THIS IS TO HANDICAP SPACES PROVIDED- 2 O >on N .',' .xl TOTAL SPACES PROVIDED- 51 M LLQ 'III` z• - • - i., x, u°'� vNR ONSECOND FLOOR r'•"r ` .• x REMAIN IN EFFECT UNTIL THE ENTIRE SITE HAS BEEN COMPLETELY LANDSCAPED AND W 0 .` ;: a. ° - it t n M"� a. •!.•• -%u ,i p IaARK BROWN LOAM 01 ALL PARKING HAS BEEN EITHER PAVED OR COVERED WiTH A MIN. OF 8. OF CRUSHED DRAINAGE & ROOF RUNOFF: 0 • Fialli p - to untuG �vnse 175+.Mewl - �' Z ' I NOS ID r 11 Pdn M. IM,Nvnl i ,D"' "°' - •?,:P ,,t;,, z `3\ BROWN SILT ML_ SCONE RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 n/ z ,� , - M • ikPLE TkX P7`n (6) ALL RUNOFF IS TO BE RETAINED ON SITE IN ACCORDANCE WITH ALL LOCAL LJL r y M<I.OpN n ICk J y 3 5' PALE BROWN FINE TO COARSE SAND w/ 20X GRAVEL SW Y.q 1'-0- DEEP POOL x 10' DIA. = 68.38 cu. ft. per vertical ft. a f REGULATIONS AND APPROVALS. ALL INLETS TO STORM DRAINS ARE TO BE JJ/� PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF DAMMING AND �= W FLAG V P b,A y,nl«I IINe 0 ASPHALT �rfc, Ar (Dur«-IK w✓y„o116 i Y • • • tfn ,m lx 7' SCREENING. WEST BUILDING ROOF 4,424.29 sq. ft. t a PALE BROWN FINE TO COARSE SAND SW -166667 x (4,424.29)(1.0) ) W • , i O (7) ALL MEANS ARE TO BE TAKEN TO MINIMIZE THE DUST DURING THE CONSTRUCTION. = 737.38 / 88.38 cu. ft- = 10.78 vertical feet III u° it) 64) 4 ••.• I L71' 122' WATER w PALE BROWN FINE TO COARSE SAND SW (8) All EROSION CONTROL AND SEDIMENT BARRIERS ARE TO REMAIN IN PLACE UNTiL ALL , ' - OposED BANK I ` / �� �'" '• •+.+ • I LAND HAS BEEN PERMANENTLY STABILIZED. ONCE LAND HAS BEEN PERMANENTLY 2- 6' DEEP POOLS REQUIRED [X O • ' . .++ , , oRf II •. ':'�,__.-Gaps` s i 14' STABILIZED STORM DRAIN SYSTEM IS TO CLEANED AS NECESSARY. t .7.A..... (9) MAINTENANCE OF EROSION CONTROL SYSTEM IS TO BE CONSTANTLY MONITORED IN EAST BUILDING ROOF = 3,964..76 sq. ft. • f , , .• ORDER TO INSURE THAT THE INTEGRITY OF THIS SYSTEM IS MAINTAINED, ESPECIALLY = .166667 x (3,964.76)(1.0) i .,.,,. PI _ f 1213 TREE NLTh ea kI I •r .••+•-.•. • WATER IN BROWN SANDY CLAY CL AFTER HEAVY STORMS AND CONSTRUCTION BONG PERFORMED IN AREAS OF EROSION = 660.79 / 68.38 cu. ft. = 9.66 vertical feet o FF ' --__ CONTROL MAINTENANCE IS TO INCLUDE, BUT NOT UMITED TO THE REP;,. OF SEDIMENT • N - I • 175w MeiOi Maus Tb_ ,j 7, • , ASPHALT + j •,.'Polo M nlwf w u(�, BARRIERS. CLEANING OF STORM DRAINS. REPLACEMENT OF HAY BALES AND REGRADING 2- 6' DEEP POOLS REQUIRED p Tn - I • NECESSARY PREVENT 1.Pyle,AraOn nFlx4.n 1ELLEH '�' - r. „i,,,,,,, 36• ASPHALT AREA A" - 3.266 eq. ft. 'a' FLAG ,(0,.....:' .y., �` p Z_ if+ (10) PROPER DISPOSAL OF ALL WASTE, DEBRIS, HAZARDOUS AND TOXIC MATERIALS IS TO t>T N - WATER W PALE BROWN FINE 7D COARSE SAND SIN BE THE RESPONSIBILITY OF NE GENERAL CONTRACTOR OR THE OWNER OF NE _ ( )( ) E p 0 • ,,:-- • k.�, 166667 x 3,288 1.0 w -I a-..•-k C�' • • • ;'/Rw p 4r PROPERTY (IF NO GENERAL CONTRACTOR HAS BEEN HIRED), DURING CC`:STRUCTiON TO a -� / -36 Cu. ft 8.01 vertical foot • . • • '1 3 i. o ..6 t •r-y�N{0,:,,, K til, COMMENTS: WATER ENCOUNTERED AT 12.2• BETAW SURFACE INSURE THAT ALL LOCAL STATE, AND FEDERAL LAWS ARE COMPUED WITH • O O . Ay t" 4 .\ ;.:_ik_i__ :�� yam' s1oEW i'' •• . r LEACHING BASIN DETAIL CONTINUOUSLY. 2- 10• DIA x 5N DEEP POOLS REQUIRED W ' '�°�'. r - r I p w �T H„E Mal°, ! r fFJ�CE ASPHALT AREA `B" 3.786.06 ft. f 3 k..Vit.,.A ^. el. 2" WEAR COURSE TO BE PITCHED THE GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR MAINTAINING ALL RECORDS OF THE -.a_ I TOWARDSDRAIN COVER = 1 ',••ens F '� • ,�l° ":, 'ill�� CONSTRUCTION166667 x (3,786.06)(1.0) Z I G _ - 5� i „PF�F w 5 •M.M Wit°,,. "PD„a° w' SITE ACTMTiES, INCLUDING BUT NOT LIMITED TO ALL INSPE%il^d REPORTS, y 1 R = 831.01 / 68.38 cu. ft = 9.23 vertical feet DMO M•^>Mty ,,,, „�--� /" ' W. '4/ VIOLATIONS OF THE RELEASE OR ACCIDENTAL DISCHARGE OF POLLUTANTS TO -NE PROPER L'.� vovLOah P z I ``(Daa°'" .°° TRAFFIC COVER AUTHORITIES, AS DEEMED WITH THE USEPA GENERAL PERMIT. ALL 1SODIFICATtO':� TO THIS n1 FOUND • - TWO C g °? I c014° MON- .ice - - it _ SWPPP NAT HAS BEEN PROVIDED NAT IS DEEMED NECESSARY DUE TO SfiE CONDITIONS • 2- 10' DIA x 5' DEEP POOLS REQUIRED I z CAST IRON FRAME & GRATE OR SPECIAL CONSTRUCTION ARE TO BE REVIEWED BY THE ENGINEER AND APPROVED PRIOR ° _• ° +ty • --b-• CAMPBELL FOUNDRY TO INACTiNG ANY CHANGES TO THIS DOCUMENT. ASPHALT AREA -C- = 3,393.38 eq. ft i` � f/) ,,gGVF UPNt UP w', ------- _KSI •`• ' ;a.,,^ mF;ur• , f - 565.5 68.38 cu. ft. 8 27 vertical feet J _ uR R `• aM,v&� s1 �y ] j 166667/1 8.38(3.39 38)(1.0) II �_ - p� `1NJ�r - 'fir r.,..:,, °`w 10 DIAME R «,-c/C 1 °.- „Do,,t ' '- L.t 1 BUILDING & SECURITY LIGHTING: 2- 10' DIA x 5' DEEP POOLS REQUIRED= + li![iA '.7,„:_:-...-•-•-'".7; ~,�'I�- _ = -~ �'� rim n P Cpl x T . 1#� U r%' - . . 1 MINIMUM 1 MINIMUM _ - 1_11-1L111.111.1117,11CA ° ASPHALT (aa� ` qt.I'' lyl,,ra,r�t ASPHALT ARF_/. -D- 3,266.10 ft. .•11 p,Je MwmlOtlir.nle` -�..•T`ti �! ,S ,. Ipwaan.Bravnl. • ,T_ !� IAP e. \\\ , HISTORICAL_ STYLE / POST-TDP SERIES DS4 D ANTIQUE STREET LAMPS = .166667 x (3,266.10)(1.0) ''' -_*� r. - •'s - IAP°u''Aua>t ^ 1 t1Wri°'� `ASPHALT -_ 175 WATT METAL-HALIDE LIGHTS ON 14• TALL 3. O.D. POST AS PER SUE PLAN LOCATION. M I;I N _ ryx'. ')"1 ---- . �• \ -. = 544.35 / 68 38 cu. ft = 7.98 vertical feet O r: \ _ �:�^Y- I ALL FIXTURES AND POLES ARE TO BE MANUFACTURED BY IES PHOTOMETRIC DISTRIBUTKkIS 00 000 . ALL FIXTURES AND POLES ARE TO BE DELTAGUARD BRONZE FINISH. M 1`�fsW �t t / 1 2- 10' DIA, x 5 DEEP POOLS REQUIRED z e a K :t 4MIP (� /, ► CUSTOM 100 WATT INCANDESCENT "GOOSE NECK- BUILDING MOUNTED FIXTURES AREA lT K i. ._. _ GPl E .eM,r,n�au01 �./'sr r, - / ASPHALT -E- - 47 '1- 1., i 1 I, V r�ET(E ,c l War,N. N+ f• PI E TR/- ' .WPO- : •/ FIXTURES ARE TO BE WHITE12.02 ft. 1 --1 , -,�'It. h-ti .. \__ _ I I UGHTED BOLLARDS ARE TO BE USED BETWEEN BUILDINGS = 11.48 vertical feet •`• o iv u I` . of �✓ i M 0 _ ti- _ '` '••, ae,v ► =_'` `. s. v4 s 1!(1 (3 I L .166867 x (4,712.02)(1D) ';‘,•••': a. ri. .0.. 0 • -:t_ PIETkk eirt .".4::..0:-V • • 4'./�• r' G� I = 785.34 / 68.38 cu. ft _ i 6i. 8= a ••••••••• .Mounted FIxt _ .:_^v-.. - _ ✓/_ s_ :::;:;;" m I �-n-�1 I STYLE MONITOR (CONCRETE) METAL HALIDE 175W Q of O r•••••••••••• , 11'PING MwxeM FIxOxO -'• 't P t }?`>•.~_ •{. '' _:_ wti+ _ ')/ S . IJ , . AI■ , 0, l . (Dua,er,Orc•ve� ASPHALT • 'w� IirPl THU K. • < •t (3)- 10' DIA. x 5' DEEP POOLS REQUIRED ' , I �/ ; r > >ti�ti � ��- -,��"= -:'" / Q Q° 1 DRIVE-UP CANOPY AND SOFFIT LIGHTING IS TO BE 100 WATT METAL HALIDE SQUARE RECESSED 4 _ I - .c-- . : :_ •%, - .�• • s • •+alt t., R " * ASHHALT AREA 'F' = 12,084.56 aq. ft. , I , (L) :‘,1.4o z ` 5� I FIXTURES. , 6i •,• - �•••G'•s , ❑ 1 • FIXTURES ARE TO MATCH UNDER SIDE OF SOFFIT (WHITE) „ O• •-t aPtETRF - R- • • ,' ,` Q� 1-1-1 I 166667x (12,064.56)(1.0) ILIIM• .i _r • N Pile MwnIW Future J ',< • • ♦ ;/ . A.. 6 ❑0a • = 2.014.10 / 68.38 cu. ft. = 29.45 vertical feet 4,, _ II �•"' o a _U • ▪ ax«al Nave) .- SECONDARY EXTERIOR EXIT DOORS ARE TO HAVE 75 WATT METAL HALIDE WALL PACK A"■ C/] a t ii • 1, -<•t -_ • S ❑Q I FINISHED TO MATCH SIDING. R1 ;11M , Q `e g s 8 ° _ \\\ r '0 _ e= ! _ . NO POOLS REQUIRED - AS PER TOWN OF SOUiHOLD TRUSTEES I'' w Q,� y••• Re, r' i:(-'it, `CNy:'s ' y:�,• 0'0 d "_ 0[n] Q 1 ASPHALT PARKING LOT IS TO BE PITCHED TO UTILIZE NATURAL. DRAINAGE AREA , 4 4313(6' E InPL TRrjl ,4 '�PRON J 1 s e I APARTMENT ENTRY DOOR IS TO HAVE 100 WATT INCANDESCENT "GOOSE NECK' BUILDING - VLA• - =-:`• J C• .4. _ t- - e . •_•.•••• ` ,,• '� ....00,c.- caN AF R UI �A •65 • : 0 CD I MOUNTED FIXTURE. /:;:** ROOF RUN OFF POOLS 10' DIA x 5' DEEP AS NOTED i`F: aMr i- • • • • 004.00011110110•` 'eel' 4 • I-..:-.41..... 4 ... ‘....... - --,-:.:7.... 6000 ROOF RUN OFF POOLS 10' DIA x 6' DEEP AS NOTED ' OWNERSHIP AND USE OF DRAWINGS: • M1 I + L PLE TKF,- •�n•�y.+ ►gRON ,/ .w i 1TON : I These drawings and epecificotiona including + '•-" ` '�•'�'• �••�:•••••.•••.PDAs• N CONC• C CURBING _d ••• 4 •. U ASPHALT PARKING RUN OFF POOLS 10' DIA x 5' DEEP y the awe, design and ormngementn • :.-G •• O" ... . • anted therein, are the of I =- r-' • _ ' G d- : �� SAND / GRAVEL Pro property •• t Ali P � • _'J /� :•.'• < ' •. '• _ w • SANITARY: i East End of hall bgen Me i disclosed t0 art r, __ PLE THF/ - • • d • • SCC 26) • • GENERAL NO others or used in connection with any • - Ep�REO a • . 1 tg e 1. EXISTING BUILDING(S) ARE TO BE REMOVED t project �y :�-0 TO GROUND WATER work or ro'ect other than for which t _ R 2 OLD SEPTIC StSTEHs SHALL BE FILLED w AND CEASED. have been O �j r a ((N I 3 HAY BAILS WITH SILT BARRIERS SHALL BE PROVIDED DURING COHSTRl1CT10N consent of prepared End wDesign Associates, N .y t _ • .�• j{cALIP '., • "�� g/S1N SAF R ••: • - L ' \ J 8 DUl TREE, 1 PI E ,TNI .�� _' • TCN UG 510 TJX �' • 1 ' ;y _' L E TN \ _ • • OF ?`I; _ « . d •_• : • ROAD) (As REQUIRED BY 1DMN OF souTT+aD TRUSTEES a NEW Y,ppK STATE D E C) LLC. • • • • • ••GNAss • lam--- :7" • - • - d V''g0 4 ALL DRAINAGE IS TO MEET STATE k LOCAL CODE z; 00lir 'k.�' ti oN�•DR-,:_.,.._.....0 - • 4. . •a 4 (MAIN LEACHING BASIN DETAIL 5, .711....... ....".• • • 4 .• • .' _ ` SiSE PROJECT( NO: NON-MEDICAL MEDICAL OFFICE OFFICE 867-2005 • 11J .• `� -FIN (F R�(11IRfD .• .- -. • 4; • ° SCALE: 1" = 206 '• �o+f' •' � tiit sllyealt'`s •.. - SEPTIC DETAIL ACCESSORY STORAGE : : • ~ `..;.0,;--11111 • vs N•OF • • '• -'_. . -' • ROUND SEPTIC TANK ACCESSORYAPARIMEN►S WN BY. _ >l :• ,,� '••` I yp • NOTES: N tS ALLOWABLE SANITARY FLAW (nENUm: CM A O 5, 10' 20' �' LINO •���� tt V 1 �' • �. • = •� GROUNDWATER MANAGEMENT ZONE N �°MD" ��75 A. 4� _ ' - 1 . ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM ALLOWABLE FOR Sat WITH PUBLIC WATER = 600 GPD PER ACRE SCALE: RHo WIRES }TI:•_ S •� a •. ••_• : EXISTING ELEVATIONS ARE SHOWN THUS: x Soo GPO / ACRE x ,.406 ACRES - 1343s GPO SIGN DETAIL Ate 3/4' HANDICAP CURB DETAILS: SEWAGE DISPOSAL DESIGN CN4LCULATIONS; 05- 1 t�-05 1,1 3,4• O MEDICAL E. 1604.43 sq. ft 0 .1 GPD _ 160.42 GPD REVISIONS: 07- 13-05 �� NON-MEFASLINILDIN OFFICE S73 50 sq n O .08 GPD = 34.42 OPD SI ADJOINING SLOPE _� ACX: tr APARTME (7608 _ 35.04 CPD ' 07-25--05 .q. no .o4cP0 "t X i ACCESSORY APARTMENTS: (3) 600 eq. R APARTMENTS 0 150 GPO 450.00 GPD 08-02-05 SHALL NOT EXCEED 1:20 Y '� FLARED SIDE sq./ WEST RUC nog; f SLOPE = Y:X NON-MEDICAL L OFFICE 209505ft. 0 .06 CPO• _ 125.70 GPO ACCESSORY STORAGE 488.07 sq R O A4 GPD • _ 19.44 cPO 1 10 F.F.ELEV. 19.0 CAST IRON FRAME AND COVER TD GRADE TOTAL FLOW TOTAL.USAGE 625.04 GPO t .. 1 a .I UDSON NOTE Fe■SHED SEWAGE DISPOSAL_ SYSTEM DESiGt(;'� Y��, WOOD CARVED SIGN WITH RAISED LETTERSIf Xis less than 48 in. (1220 mm), then tM LOCKING CASTING TO GRACE Lwow cAsT,NG iO GRADEf[[i� A b NOTE slope of the flared side shall not exceed 1:12 GRADE ElEV too to' DVL x 1' DEEP 1EK26NG POOL - 31.52 VERTICAL FEET DRAWING TITLE I11 tS A V I N G S L7 N K Design storm drain system to shed water away from curb IMS FINISHED GRADE 17.5 e DIA x 1' DEEP LEACHING PDOL - 23.ao vt3fTKJLL FEET x • WOOD FRAME•FINISHED prns 288 blue romps. FLARED SIDES 1'16N. INLET UNE _ , `�K. -34- -(.w'I 0P08 NILE - 2 MAX. GPO (USE MIN SYS1E31, x 2 LAYS _ 290 243 GALLONS f LANDSCAPE e'TRAFFIC BEARING sun 2'MAX. LOCATE ACCESS IAN.4•DIA .1 20`- rtFST L1lllrter 1 � �'- 2400 PIPE OR SEPTIC TAN( REWIRED:. EQUIVALENT 145.14 4-'':'':.:- • :1,;'"A.41 r� 9.t&q' T• IE. 1150 PITCHED 1/8' - l a rr4N I ,Qu4' t^ Y 2• 6' PROVIDE A 1.000 GAL SEPTIC TANK PLAN k ''''4',„::..'•;;;-'!' .''1A; . P1 0 i1 4 w t„Fr (I"* ' WIL I // 96 r7 I { _- d PER FOOT I MIN. traffic cover ' '" •Y'° w T 1s 1:10 MIN. 4•DIA , (1) e'-0' Dol x 4'-0' ROUND SEPTIC TAMC *°i_;,..,,. ....,<:.,,:L.. _..r - .....w:^'w.V�„•...,,.a:?_>'...:.«..•-.L ' a.. 'F•v,M:.- W'.:•:.a..�,°'..L,..-„�."... WOOD CARVED SIGN WITH RAISED LETTERS INLET IE 10.00 6" 6' 7I�®Gp1 3 MAX. 2400 PIPE OR Mw_4'DIA ` IE 1550 EQl11VALENT 2400 PIPE OR 1 I + mote DIA. APPROVED 25' SIE. 15.30 1 0 PI E.! • r �N r� PLANTING OR OTHER EQUIVD,/4• 14" ,a. PIPE PITCHED 1/6•FT. MAX LAST ENL WOOD SIGN WITH 2•TOP a SIDE FRAME 36" (915 mm) MIN PER FOOT EQUIVALENT �- :] d 145.14 GPO/ 1.3 - 118.78 sq. R / 31.52 vertical feet _ 3.07 feet g NONWALKING SURFACE 1 �A�T BRIAN RM PAINTED TO MATCH pins 288 blue PER T/4• a, _ a 1 © PROVIDE (2) 10 DIA 1 8 LSF. DEPTH - 12 vertical feet _ 37624 sq. R T d �' .„... IAL THERAPY -DESIGN ASSOCIATFS,_�N' 10 - N F•sr RIO Tyr•, SHEET NUMBER: -s IAN. -3'1194. N EFFECTI n4�' -5' S S 879.9 GPD (USE MN. SYSIDi) x 2 DAYS _ 13596 GALLONS i WOOD CARVED SIGN WITH RAISED LETTERS X FLOW LINE (VARIES) DEPTH O SEEDC TANK wTELL /�Q l w (VARIES) te PROVIDE A 2000 GAL SEPTIC TANK i, 74825 8"BOTTOM FRAME NOTE -I c (1) 10'-0-DLA. x 5'-0• ROUND SEPTIC TAM( PAINTED TO MATCH SIGN'A' `- 4•MIN. 10•-0"DIA. �-- 5-- Romp must not project into -} - 679.9lfifi POOI_5 R- 453.2 vehicular traffic - 679.9 CPD / 1.5 _ 453.27 sq. ft. / 31.52 vertical feet _ 14.36 feet l 6'-0'OR 10'-0'DIAMETER(VARIES) , PROVIDE (3) 10' DW. x 6' EFF. DEPTH = 18 vertical feet _ 378.24 sq. R 1 ' BUILT-UP CURB RAMP SEE SEPTIC TANK REQUIREMLNiS F sp-4 FOR EACH BUILDING. w' STREET NUMBER(WOOD CARVED) 3 MIN. ABOVE GROUND W TER EXISTING LEACHING POOL OR SEPTIC TANK TO BE ABANDONED AND RUED IN I AS PER SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIREMENTS. t Copyright © 1995 \ BACKFILL MATERIAL TO BE AN/ i WOOD STANCHION RETURNED CURB Architectural GRAPHIC Standards CD-ROM SAND• AND GRAVEL NO WELLS LOCATED WITHIN 150' FROM ANY DRAINAGE OR SEPTIC 6' MIN. PENETRATION j PAINTED TO MATCH SIGN"A' John Wiley et Sons, Inc. New York, NY IN A VIRGIN STRATA OF SITE PLAN DISCLOSURE: (REFER To ADDITIONAL DRAWINGS FOR BUILDING SIGNS, aRECTTOFIAL SIGNS. ETC.) 1,50 0_ GALLON CYLINDRICAL• SEPTIC_ TANK DETAIL LEACHING P 00 L DETAIL SAND AND GRAVEL SITE p INFORMATION IS BASED ON A LAND SURVEY PREPARED BY JOSEPH A INGEGNO LICENSED SIGN A" 'TYPICAL FOR TWO SIDES (EXTERNALLY ILLUMINATED) N.T.S. N.T.S. LAND SURVEYOR. NEW YORK STATE LICENSE NUMBER 49668. SURVEY DATED JANUARY 3. 2005. ADA COMPtJANCE: STORM WATER POLLUTION PROTECTION PLAN: KEY MAP: 1' - 600' , - --" 1 LEI IL to.oa FUG '" � r'� i�#3- I,j� ADA NOTES AND SPECIFICATIONS SITE DESCRIPTION u �/ts„. • J • FLAG THIS BUILDING AND ALL ADA SIGNS, PARKING SPACES AND RAMPS ARE TO ' u IF-IMO �1y '`�`'��.T� �.4„� CONFORM TO ICC/ANSI A117.1-1998 THE CONSTRUCTION THAT IS TO TAKE PLACE WILL INCLUDE THE FOLLOWING: l'A i Immo. OVIA-sttP ti, MI. Lo -' Zy.,.,5 ta? 44)4 t (1) CLEARING AND REGRADING OF SiTE IN AREA OF CONSTRUCTION. SITE aim m ' as .�. ` 4L1 �c�- ? ! Nom, O "rOs (2) REMOVAL OF DOSING STRUCTURES THAT LOCATED IN THE CONSTRUCTION SiTE ,•w11Drily110 jp p 4 a! `I r ADA PARKING NOTES (3) REMOVAL OLD SEPTIC SYSTEM r egi;/ 5.0.MSD 1s 1 • n ""rt r 1 •' LL N O F _ %,/../� ti,t I ALL i r .6.. ems.../ ' A • ADA PARKING TO BE MIN. OF 10'-0" WIDE BY 20.-0" LONG AND (5) CONSTRUCTION OF NEW BUILDINGS - NTfO / 4� , 5T A i, 'a• VILLAGE OF GREENPORT IDENTIFIED BY ADA PROPER SIGNAGE (6) CONSTRUCTION OF PARKING AREA FD.31 ,4/..7 .fj�i,. '�''+‘:.;:s„. F'' / `� 7 CONSTRUCTION OF ADDITIONAL STORM DRAINAGE COLLECTION AND 1b �O r"r/ •'s�� / FLAG ( ) RETENTION ,{ / .4 L �D C�G SYSTEMS TO RECHARGE THE RUNOFF FROM A 2 RAINFALL. �1L: LI `/4•ur c,0.4 �`'+`'°»�, ( "T"r (8) INSTALLATION OF A STANDARD SANITARY SYSTEM. , ou u Lute) f1 ` ^�;a (9) INSTALLATION OF NECESSARY PUBUC UTUTES " '�) �141 FIBERBOARD ALL CONSTRUCTION AND IMPROVEMENTS TO CONFORM TO ALL STATE, COUNTY AND LOCAL CODES. , Iti , la^ -N- EXPANSION JOINT • FLAG P PROVIDE SMOOTH RAMP AT 1:12 1. • ► f ii i P r,-. CONC. BLOCK w TRANSITION TRUNCATED DOME MAX- SLOPE . ""'°' 44 QJ (V 18-DIA. TREEN. BUILEXNO l GENERAL SEQUENCE OF SITE ACTIVITIES ' z°"'t1 Q 1 1 W - WITH NO UP DETECTABLE _ 30 4' , - WARNING RAMP MN. WIDTH 5.-0" I I T/) a� Z /j'�_Y-�1,�jjFENCE 265.40 MAX. SLOPE 1:10 z (1) HAY BALES WmI SILT BARRIERS ARE TO BE INSTALL AROUND THE PERIMETER OF THE ' Ti, Ai° E L \ . . 0 ti 4-UTA. TREE FENCE TO END AT INTERSECTION are `�A/'14.OIA TREE w ��, CHAIN LINK FENCE �J ,REE _ _ FOUND t�•• / 'OO" E + OF SET BACK FROM WETLANDS ' CHAIN LINK FENCE iS"DIA. TRa �$,$ .. -FSE i.S'N. •- M SITE TO PROVIDE EROSION CONTROL 1 BA O0 8'DU. TR •� n� 1YJ - I 1r 1 ,r �I! 7\s::-:-..v. !'N_µ��: " (2) CLEARING DEBRIS AND CONSTRUCTION, DEBRIS WILL BE REMOVED FROM SITE IN AN 7 -4 T, 8:1 Ce LCV CONC. NON. ► 1Tff _ !y.4w��.�1?!. . c: 1.- - UI tyV✓G•.• �'- a V`j ?y _. _: ��a. •-D+1E,!{+ G a \�.. .. -.�F 7.k..-4.6'7:::.-1/41-'.1"-ft:1:4,1":1- i K�i� t' L Y HAFT x (+i �. W Y lV- G-' w,:t c c:z± r_y _ c� -7:1 ti -,•�- :-r• :-c Z Q, ` `c. 'f t ;+i-. Ci• rs• �P� �tcC�PiQi ;' !J►1! ��• D(PEDI110US MANNER 0 V_.. _ ��`/r,` syi;tir...�,,\'✓i0--�.'.+, +� -� - f:� I ' ^+�, ::': :' E .%.r,' %1( . jr =r .�_-G '. r,. I, - .SVIa vi is,ra rim ►' --� Q•,0 f LU `;yam aY 1l•• '�':` -_.,; �r.4`I+}��•• 1 • •-�xA. TRt�. -. 'P. - '1 _ IISr A/a,.I wfd, ��2 1'A••n N•'t9 �, .. _ ;-�-�--'-_'�_'�, - � ( )3 ROUGH GRADE WILL BE ESTABLISHED MAINTAINING ALL RUNOFF ON SfTE �" W r_�' = - 8'OIA i•, 'b _ "" °'" e°Fb" jili „"•°" Wim"' I m (4) NTOPSOIL AND BACK FILL MATERIAL IS TO D STOCK PILED AWAY FROM WATER AND +` A t��0(o.".no/Inno'I1. i , + COVERED WTH TARPS TO PREVENT RUNOFF. OT!] c,FLAG ", ,(p CTEDPROPERTY INFORMATION: ix W 2 N a (5) INSTALLATION OF DKYWELLS STORM DRAINS AND FRENCH DRAINS DURING w - • ' +'� ' EMPLO`�EE PARKING MPL YEi PASKIN 'j V) GRAVEL BASE 6 x 6 WWM AT MID DEPTH CONSTRUCTION OF BUILDINGS. THIS IS TO PROVIDE IMMEDIATE CONNECTION TO GUTTER OWNERS INFORMATION. OWNERS CONTACT INFORMATION. i ti. Z :•• • n5.wIw Holds • -a�� SYSTEM ONCE ROOF IS INSTALLED AND TO INSURE MAXIMUM CONTAINMENT. BCB REALTY HOLDING CORP. z • •a�'. ,.Po"Aa..edFa.,e i, +� .� 4�RG' O (6) INSTALLATION OF ANY UTILITIES REQUIRED. 110 VINEYARD PLACE CRAIG ARM AND BRETT KEHL ,w ti tAixx+. :•+ : ': ••• (ol,eDr.oaa�) ••s- r BCB REALTY HOLDING CORP. • - waves vEGE .. •- to s ,5..,A..r.,. •a+w•+- , � O (7) INSTALLATION OF BASE COAT (PAVEMENT) AND CRUSHED STONE TO MINIMIZE SILT PORT JEFFERSON. NY. 11777 Ea1 = w,Pw.rw Fr-. 4. • RUNOFF AND STORM DRAIN CONTAMINATION. PO BOX 1675 r { z..- _ tu,-••dI+•••I Z ,1s.wra lw. -a SCTN/ 1000-LS-04-8.3 PHONE OLD, NY 11971 • 1 t ilk + ] , A.soq D•MA.r•-•,4•Pole Mo+.,,,.Rams +.�' (8) INSTALLATION AND CONSTRUCTION OF ALL STRUCTURES WITH APPROVED PERMITS. ■ LEACHING •• (u.....B.a.•) 00 PHONE / (631) 765-1862 " %fid: ADA RAMP DETAIL (9) PROVIDE FINISH GRADE MAINTAINING ALL RUNOFF ON SITE SiTE AREA - 1.406 ACRES (61,264.66 p. R) - `1BI`�IA•? N T@1 ' , r \ FAX # (631) 765-6820 Vit 7t a noroa\ aDV s':: wAF � �ngn4w \ -- {� (10) PROVIDE SEEDING AND REVEGETATION OF ALL LANDSCAPED AREAS ICIS C":a�t�� FwtHNc c mix �V/� ., •� r ASPHALT CURB At PAVEMENT DETAIL DOS LNG PROPERii' ZONED, GENERA_ BUSINESS BN • •• �. // • ` 0 i, "N O (11) PROVIDE ALL SCREENING AND LANDSCAPE IMPROVEMENTS AS REQUIRED BY SiTE PLAN. # ( ) i ILL . Q \ / •a i �!' t SCHOOL DISTRICT 10 'vii ASPHALT �N �,,� �4 1/ V I I FIRE DISTRICT #31 t iH t---` l •(E� �r ASPHALT :i 4.,...� 6 �• • \ ck r Gj d •���� ,15•�D�H� -"�" GENERAL POLLUTION CONTROL MEASURES Y dSR N \ �� + Info *i♦ ♦ u Po a Ma,Aed w.,. = • AD 16ah T OWNERS INFORMATION: 11110 • FAG _ _ y�O -� � " m< 's �I► aia 041_0.4111111111111........._ •_0.4 (D"•notsB`�•' 6CHAINLINI(FENCE �'Ir FINISH R.. 1 - 1/2" EAST PROPERTY WEST PROPERTY: NORTH PROPERTY: • GRADE r� ROBERT&CHRISTA BROWN Nem YORK TELEPHONE COMPANY VILLAGE OF GREQIPORT •. sprrn'�cl►� �'� ; ■ _ wrrH PRIVACY,.Ts `. AS PER THE PROVISION SET FORTH BY THE UNITED STATES ENVIRONMENTAL PROTECTION ACT c/o SUNRISE COACIiIHFs c/o VERIZON O'' ' : 4''' , �- �_�• ' +'7i r GENERAL PERMT, THE FOLLOWING STORMWATER. EROSION MANAGEMENT AND SEDIMENT CONTROL 74673 WEST FRONT slratt+ 35. ADORES LANE�_. .�: •'••�V • �, CAI TAREA Asa , GARBAGE I •rt = A. =r 4 11944 I.4 A�AT3CA • I DUMMER _.+ , lig > .,.:' • 2" WEARINGMEASURES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING ARE TO BE STRICTLY ENFORCED • GiREDdPORT, NY 11944 i ,: i� - .1.1.nom•-"'dadD..) _ • .. ,15•.w.""'de Wouolgod rt'• .• ' SCTM/ 1000-45-04-6.1 SCiM/ 1000-45-04-8.1 �j ,15•uedF }ET ,"w• 1 4344-' . ♦ COURSE DURING THE COARSE OF CONSTRUCTION AND LANDSCAPING. f caw Q • • A`PLE TR:.- • • q�B�t���• � '•�, ,t(w�W DIm•1 1 L,�! ' . ,mn aAu.oN ::---..;',,,-. /' 1liCr 4.4 ` `'� • •`L(B .,..FD),•' 115+ FIdY. 7j, j_� • .•••••r;t:..... Y3t�•• --.- - � ��������� CrIu (1) ALL. EXISTING VEGETATION AND TREES THAT ARE TO REMAIN IN PLACE ARE TO BE LOT COVERAGE:u PDIe ua.•ed F.•.. • • L_w-.rj - 2" BASE COURSE � PROTECTTI) BYTHE MEANS OFCONSTRUCTIONFENE OROTHER APPROVED MEANS TO EOT CAYERAGE, r�����♦ (Ar"r.cBaDel •' r ,r w.�+a 4F5d m •••'• INSURE THEY ARE NOT DISTURBED DURING CONSTRUCTION. ( ) - 4.42429 p. R v� ' .� • c•• •• •• 6" STABW ZED WEST BUILDING r1Cw0r+c COVERED WALK & DRIVE-UP) z tl)•!1•'• �4,4•Ge,rs; - ,- I. !U l+�'; • SOIL BASE (2) EXCAVATION AND ESTABLISHING A ROUGH GRADE IS TO BE DONE IN SUCH A MANNER EAST BUILDING (INCLUDING STAIRS TO APARTMENT) - 3,964.76 R ae� \\ rriv "` cm.I•- • o ••••••'• '' v �' . AS TO MINIMIZE THE EXTENT AND LENGTH OF TIME SUCH AREAS ARE EXPOSED AND p• ����.�. . ht� •• •• t. adA.r.::• _ r •tea.j.�,`• • E TR:.- Int 111! • FLAG r:- '' :- Imo/Halal ud. ASPFIALr �����1� �.a�` ., ♦ U `F"�"'"D ` ••••••• f--:-T; , } I UNSTABIJ. N1 IXCAVATED AREAS TO BE LEFT FNLOW ARE TO 8£ S®ED WiTH A TOTAL LAT SIZE: 1.406 ACRES(61,264.66 p. 1La Q r"n : ,.Pa.ua,reROw ••••••••'••• °� Kl. - LAT COVERAGE: x.389.06 eq.R or 1169%(30%ollowobie) o / (rA,""eD•o-t \ �/ 0131A.. •. ••• APLE rl�: + • SAND AND MIXTURE OF FAST GROWING SEED THAT IS SUITABLE FOR SOIL CONDITIONS. (TYPE OF . 1G % 1.1. :-1 •'-day• " • �{6•w 1A8 „d, '�` ELAc BHc•• �•- GRAVEL BASE `� SEED TO 8E USED IS TO BE IN ACCORDANCE WTH SOIL CONSERVATION SERVICE LANDSCAPE AREA. 22.402.12 p. R or 36.57%(3sx requlnd) I w _• :I D.e ua„ed Rase. �•�•• t RECOMMENDATION. 1 O lii -A cc `O • . (3) ALL CLEARED AREAS SHALL INSURE THAT THE LENGTH AND ANGLE OF THE SLOPE IS PARKING CRITERIA: 4^ : .I�•°'p" 1 '"` • :t MINIMIZED TO TO REDUCE RUNOFF VELOCITY AND CHANNELING. ALL RUNOFF IS TO BE p - ,,„�-w� , ��u DIRECTED AWAY FROM SLOPED AREAS THAT HAVE NOT BEEN STABILIZED WiTH GROUND w_w_ ASPHALT MI ig••• L J PARKING CRITLZRIA: OFFICE AREA 4273.07 sq. R •O 1 SPACE/ 100 p. ft - 43 SPACESZ0 �w_w- ACCESSORY STORAGE 1362.13 p. R 0 1 SPACE/ 1000 sq. R - 2 SPACES •• * ♦' a ra▪ • COVER. ` .Y . fa',- •• IL ••�• ▪• •• ", CURB & PAVEMENT DETAIL (4) AU- RUNOFF AND SEDIMENT IS TO BE CONTAINED ON SiTE AND NOT ALLOWED TO RUN ACCESSORY APARTMENTS 3 0 600 sq. R APARTMENTS 0 1 SPACE/APARTMENT- 3 SPACES ' 0 W '1 - . •-P '• -.`-• #. ---� 3v+ .{ ONTO NEIGHBORING PROPERTIES OR INTO PUBLIC ROADS AND DRAINAGE SYSTEMS. THE STN AREA 56353 p ft. Q 3 H1AC • • USE OF SEDIMENT BARRIERS l5. REQUIREDALONG THE PERIMETER OF THEtn W " 4tilr TEST HOLE TEST HOLE DATA PREPARED BY McDONALD GEDSgOiCE BORING DONE ON 11/26/04TOTAL PARK.rG SPACES REQIARED - 48 - CONSTRUCTION SITE THROUGH OUT THE ENTIRE PROJECT. • - I c �� (5) A CONSTRUCTION SITE ENTRANCE AND DEPARTURE AREA IS TO BE CREATED TO PARKING SPACES PROVIDED- 1- _ ., \ ' / i ED OFFICE BUILDW • ` O HANDICAP SPACES FRONDED- 2 kyr ::'- �; ,fir iAos��A�AR RFms r! ,n 0 PREVI?JT THE TRACKING OF SOIL AND D®RIS ONTO PUBLIC RO/105. THIS IS TO TOTAL SPACES FRONDED- 31 O >511 N 11- yYQ{� 1 t l ,,,m, m oN SECOND F oo • • ••• i _ 0 x D pL REMAIN IN EFFECT UNTIL THE ENTRE SITE HAS BEEN COMPLETELY LANDSCAPED AND O • wi .' , �+ ,r, -^je° ,a aA.e,:• ....e R•'• • •-•••••••r " 'e �\O 1' ALL PARKING HAS BEEN EITHER PAVED OR COVERED WITH A MIN. OF 8' OF CRUSHED0 �• I PR I 0.a CII "" ,..• 113 e�H� z DRAINAGE & ROOF RUNOFF. CI- - - +" 1 An (owwoLo°g...0 BY DIA croa ,�ate,swam+ « r� Pi tiNr '. C '.3 STONE d : ( ( �y • •`d •• t � \ BROWN SILT Mx. , RUN OFF FACTORS ASPHALT •• 1.0 , ROOF - 1.0 r�/ N- z ...... �/' I ��y.y _ - •• F+f,e +t•. y7 IRR' : x Cil`� (6) ALL RUNOFF IS TO BE RETAINED ON SITE IN ACCORDANCE WITH ALL LOCI_ Ce WSJ I .+i+_ ?� Y- C', ' - .. t,�• t, 3.5' 1'-0' DEEP POOL x 10' DEA - 68.38 cu. ft per vertical ft Z �1 PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF DAMMING AND W ,z5y�u,,.IrA+d, ` _ ,a 0.`4"C n �• �1�-°SY'`rh. PALE BROWN FINE TO COARSE SAND w/ 2OX GRAVEL SW REGULATIONS MID APPROVNS. ALL INLETS TO STORM DRAINS ARE TO BE WEST BUILDING ROOF - 4.424.29 ft FLAG :u•Pabuy,.•ed R,M ASPIULLT • Y i :�(o. rrat +)® I e aA of11 �4E`▪ m r SCREENING.• o DAD« I I B, Util ••�,•••• PALE Btt01YN FINE T D COARSE SAND sw - .166667x (4,424.29)(1.0) W I (�4 , WI • • �}.,,{. O (7) ALL MEANS ARE TO BE TAKEN TO MINIMIZE THE DUST DURING THE CONSTRUCTION. / n/I .`!1S >• 737.38 68.38 cu. ft - 10.78 vertical feet LL.A "` I g 10 - 122' (8) ALL EROSION CONTROL AND SEDIMENT BARRIERS ARE TO REMAIN IN PLACE UNTIL ALL -. • • • • i Lij WATER IN PALE BROWN FINE 10 COARSE SAND SN LAND HAS BEEN PERMANENTLY STABILIZED. ONCE LAND HAS BEEN PERMANENTLY 2- 6' DEEP POOLS REQUIRED A,> 0 - :� PRO�STORT 11 ���I aoA.e,..• 41.-1111• �•c`. 14' STABILIZED STORM DRAIN SYSTEM IS TO CLEANED AS NECESSARY. �, ,s �''.c����/ LEACHING POOL � • <rAI�� (9) MNNTENANCE OF EROSION CONTROL SYSTEM IS TO BE CONSTANTLY MONITORED IN EAST BUILDING ROOF - 3,964..76 sq. ft. ( i I � ,, _ ORDER TO INSURE THAT THE INTEGRTY OF THIS SYSTEM IS MNNTNNED, ISPECWLY - .166667 x (3,964.76)(1.0) 1 z tX n �• (� •••••••• t.-,,,,--, WATER IN BROWN SANDY CLAY CL AFTER HEAVY STORMS AND CONSTRUCTION BEING PERFORMED IN AREAS CF EROSION - 660.79 / 68.38 cu. ft - 9.88 vertical feet 3 F L t , p r '174,14.114,•;^'... ' CONTROL MNNTT]JANCE IS TO INCLUDE. BUT NOT UMiTID TO THE REPILr' OF SEDIMENT .1 .' TREE �• ►* ,'°"'°° `+ J • r. , 'ate 2- 6' DEEP POOLS REQUIRED �r''3 Z 4 a! „Ina( s� ASPfIALT f� ••u Pa.ua,..e ..";:r.: tiii(n BARRIERS. CLEANING OF STORM DRAINS, REPLACEMENT OF HAY BALES AND REGRADING o { O • r n•a I► 38' ASPHALT AREA A" - 3,288 . ft N [q \ •HANN• +Ixr°F°110P" +A.-r w••oi v-oo I y1 M YQ AS NECESSARY TO PREVENT RUNOFF AND CHANNELING. '� \ FLAG 'z • °rro eej "� �� 7e1FR A.A�..Df OM POOL D a tl apA.s.:: td 3 o WATER IN PALE BROWN FINE TO COARSE SAND Sw (10) PROPER DISPOSAL OF ALL WASTE, DEBRIS. HAZARDOUS AND TOXIC MATERULs IS TO .186667�x (3.288)(1.0) w ►� .•ti _ 1i J/ A°a ,, fB ,CM=.cwoL m j ` .}� *L` ••• , BE THE RESPONSIBILfiY OF THE GENERAL CONTRACTOR OR THE OWNER OF THE ] • • • ,t; .. Ips A.A .=n (� 1 ,�, v".- :' .•"•`!'" p 42' PROPERTY (IF NO GENERA CONTRACTOR HAS BFSN HIRED). DURING CO•''>TRUCTiON TO 548.00 / 6838 cu. ft - 8.01 vertical feet ,� �• X111 •,� T r� t �.'.'.`. 1 nom; •• CONVENTS: WATER ENCOUI ED AT 1 ' BELOW - •.ACE INSURE THAT ALL LOCAL, STATE AND FEDERAL LAWS ARE COMPLIED MA H O O _ 6 4 CA F-!L- • ' • )tn�`t LEACHING BASIN DETAIL CONTINUOUSLY. 2- 10'.DIA x 5' DEEP POOLS REQUIRED a r `_-- f I;, ,SACH r,�n: f ".. / r 1 +til` o ° ASPHALT AREA 'B - 3.786.06 ft. o i unvax\ f ,t5' A'E THE GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR MAINTAINING ALL RFC3RDS OF THE x n Cir/ p r'� m IAbAa. +I•- r,.: { I ,c Pa. -!(j�� 2' WEAR COURSE TO BE PITCHED - .188667x (3,786.08)(1.0) • v,.� �� A TOWARDS DRAIN COVER. CONSTRUCTION SiTE ACTIVITIES. INCLUDING BUT NOT LIMITED TO All INSPECTIL 1 REPORTS, a_ ,. ' n +\,�,,,.n, A.i �,. A. III - 831.01 / 88.38 cu. ft - 9.23 vertical feet • �a+E�u"°°Y w iii �"` u A * tM',w''�. / 'vncl '�Q'. (�LzVIOLATIONS OF THE RELEASE OR ACCIDENTAL DISCHARGE OF POLLUTANTS TO THE PROPER I _ la•...... 0. .0 III '. TRAFFIC COVER - AUTHORTiES, AS DEEMED WTH THE USEPA GENERAL_ PERMT. ALL MODIFICATiON3 TO THIS 2- 10' DIA x 5' DEEP POOLS REQUIRED d`=' ,ter' ► SWPPP THAT HAS BEEN PROVIDED THAT IS DEEMED NECESSARY DUE TO SITE CONDITIONS HI1 � - - CONC. I - �,�•�����•� !�� CAST IRON FRAME & GRATE OR SPECIAL CONSTRUCTION ARE TO BE REVIEWED BY THE ENGINEER AND APPROVED PRIOR , i - `t� ASPHALT AREA 'C" - 3,393.38 A, , � doe 0,4 o I ' HAL A % '�'�.�' • ! CAMPBELL FOUNDRY TO ENACTING ANY CHANGES TO THIS DOCUMENT. _ .1 • t .1 * ' 168867x (3.393.38)(1.0) I�.,a s _ ABS '.44'--- .S„ cn ���,��� a - 585.5688.38 cu. ft - 8.27 vertical feet YELLER _ _--_- ..r ��� 't-� _ ,t B R1 y(I--- t �t� a o.A.v.Ilik ° • (P• t p / t' /,4. _ A'�_ '•4•..�.- �.hg', �.� Gl ut+ O + �,1► I` a «, • LP 10 D I A M E 1\ BUILDING & SECURITY LIGHTING. 2- 10' DU x 5' DEEP POOLS REQUIRED c N(, it �!f■ 11■ T U ±"� i°a �` r ice. Vim" +ti p •" � 1t‘l \•-\,__,..vee, ,156_ °.n" ��ii •.� 0 W f t ASPHALT AREA '0' 3.266.10 eq. ft. s'e;, ,;r ■ lf� i O _ -� • •(r N 1 MINIMUM 1 MINIMUM HISTORICAL STYLE / POST-TOP SERIES DS4-D MITOUE STRE T LAMPS - -166667 x (3,266.10)(1.0) ■ C \ 10'DIA tB0EF1 ` "rd• , ! { ASPHALT • t �•� 175 WATT METAL-HALIDE LIGHTS ON 14' TALL 3' O.D. POST AS PER SITE PLAN LOCATION. 54435 / 68.38 Cu. ft 7.98 vertical feet Ii Wsi x131 Q = �,EAc rNcvoa / ��. r' ALL FIXTURES AND POLES ARE TO BE MANUFACTURED BY IES PHOTOMETRIC DISTRIBUTIONS T_ '? t • Qa w,d. I o«�,wcs i� ,, '�� OD 000 2- 10' DIA. x 5' DEEP POOLS REQUIREDr11 . �1•� ALL FIXTURES AND POLES ARE TO BE DELTAGUARD BRONZE FINISH. z • d •_ .`. • "A E"� \--fr........ -a M"'` I' (t 1 I. CUSTOM 100 WATT INCANDESCENT 'GOOSE NECK" BUILDING MOUNTED FIXTURES V , • t';9 T c •o �A'.• ,•,,,,,,.DAs+ +f wA _ ��/ r e1 1 FlXTURIS ARE TO BE WHiTE ASPHAL ,. ,.yT AREA 'E' 4,712.02 ftLerhl'apA`s f • �� • '. I ' I - .186667 x (4,712.02)(1.0) .1'14 vo'+. r°u✓.rA ♦ d ♦ �+ E~ GA9 - 785.34 68.38 cu, ft - 11.48 vertical feet aI��y A " _ t II LIGHTED BONITOS ARE TO BE USED BETWEEN BUILDINGS ii:•;` tIIP�'E � r� (' Vs _�:rier � .✓ r z �Y P� "�`t"'_•�`7. s9• s>• i � E • ����� \, !S� ^ ',ty _r I ``• y_- , r i i STYLE: MONITOR (CONCRETE) METAL HALIDE 175W / h _ i'! A S= Z`' ~' Y, mac'o l` .ii u Poi..a eR."' ��♦ ` ., (imisicopf i 1, - •`. I (3)- 10' DIA x 5' DEEP POOLS REQUIRED low r w ��I s:''^ TR K•v+ a .t--�- •• ••• r a..-1 Ii: n • PseudoBrt) •y o ASPHALT a� `.rs� 1 M � ti r ❑0aI DRNE-UP CANOPY ANO SOFFIT UGHTiNG IS TO l4E 100 WATT METAL HAI LDE SQUARE RECESSED < ;• • s`, ! ��- �n { #c st `� I FIXTURES. ASHH ALT AREA 'F' - 12,084.56 sq. ft. • �� (� �, Z, '` O ,` ❑❑0 I FIXTURES ARE TO MATCH UNDER SIDE OF SOFFIT (WHITE) _ .166667x (12,084.56)(1.0) irlM:li■ r_., c < O- „•Pols,Aa.-ed Fe u- �,► �� � "� - TRE _ • • • • • ' ,'• . I ❑❑a I SECONDARY EXTERIOR DLT DOORS ARE TO HAVE 75 WATT METAL HAIJDE WALL PACK - 2.014.10 / 68.38 cu. ft. - 29.45 vertical feet `" ep o_ I,x,W 1 $ U - - • • • ,15•„eu,H.,d. "•• w •ii, ,` =`: - • i' • •_4. 6 4 w I `fi t jl■ , 5.. .n x ' -' • ( 1 ��'+ •A,t* cII% •^ ❑0•~ Lam: r •• d ��'4 8`� .,i %"ur� + r: c,.: ,I •QTR '_ ......... =hp�ON s , .° I APARTMENT ENTRY DOOR IS TO HAVE 100 WATT INCANDESCENT "GOOSE NECK' BUILDING I • (�ryiy�• .: +R ; :.fr j► /�. ' s X1+0 �a s�5 •654 f: i t• ❑❑° I MOUNTED FIXTURE 4:::::. ROOF RUN OFF POOLS 10' DIA x 5' DEEP AS NOTED ^>pF' , • •• �� _` \• _ „:•,,,i4.1, �r• A�"' k °�,�,y�5 tF M1 t•y 6 Q. . . _ 0 Q l i�i4•i : OWNERSHIP AND USE OF DRAWINGS N. "b 'I ` e `� g�DF-"^ Y - .` 0❑ �•1e4.4 ROOF RUN OFF POOLS 10' DW x 6' DEEP AS NOTED ys• •c • .'� t 1`• _ • _d_ �- 0 - •♦ -[.SLIP r - '•• `/ . - • - -' - •- �• • l F TRF r - • • • • • • • • •�'�(9'• • , 01.1 •. �" �• • • .• .• I `These drawings and speciTicotiona ineludrtg I ••`•••• `•` ••• •`• p0�y•• , C01LC' r� �Rg4LG 1 •' d • : .. • ASPHALT PARKING RUN OFF POOLS 10' DIA x 5' DEEP the ideas. design and arrangements 1 . `,_ • . . NEW C• _.q \siL\ represented therein, ors the property of • .r .� -G .' C •.. • - w:' : ��AND / GRAVEL East End Design Associates, WC. No port • ` `•r` -''•_; • , $►� •�;s..,• •.•-,•• "•` • . ,/-"- :�• •- • 4 '' ._ ••-:. y _ 5 �` SANITARY: thereof shall be copied, disclosed to • • 1 Q work or project other than for which they I v•_ •" . 4 _ • • •_ ) other. or used in connection with any , F'` -0 TO GROUND WATER ` ►yri�' . F !} I��• .V •• � •.` �-, �` •' ►l� � d _ • d S9CRte. " GENERAL NOTES have been rod without written iV -- •• - . T • •' • • • PP!''! • • • � "+_, - g►+SIN ►ycS�F _ •. • �„ . .r �• iy 2 OLD SEPTIC sYSTE]r5 STiAu BE FlLLID IN AND CLOSED. Consent of East End Deign Associates, I 1. EXISTING BUTtDIHIG(S) ARE To BE RE1AOvm prepared = ` v . DIA TREE•,1• k •�i� ; ae. - d- • •_ °,. , :. AD)( 3 HAY BAI1S WITH SILT BARRIERS SHALL BE PROVIDED DURING CONSTRUCTION LLC. P` �>�, • ' '�� r• ♦ ' • . R,O (AS REQUIRED BY TONN OF SOUTHOL I TRUSTEES&NEW YORK STATE D.EC.) 3 ' • • '_�- ... a _ = • _ •°• . • 4 MAIN LEACHING BASIN DETAIL 4 ALL DRAINAGE IS TO MEET STATE Lr LOCAL ODDS sRO: _ ' u� • : �• �_ •, _• d.. _ . -• .• _ . ., __ PROJECT N0. ••• �IA •'•' .T �1R� • °;- • °' : ' SEPTIC DETAIL NOL,-MEDICAL OFFICE 1 867-2005 . V[43.1•. •••' %•� `�-•y_. ff d_- MEDICAL OFFICE • . SCALE: 1" = 20' f• ••• '• •.•••• • l - -;' vol.'`L ACCESSORY STORAGE DRAWN BY: ,' • �.� 'pose.• -•d •• i_ , -• _. : : ' ROUND SEPTIC TANK ACCESSORY APARTMENTS • ••••••• •• ,Io1+ • a NOTES: O 5' ' 10' 20' 40' s► ``' •' ' ' ••' •' • . % ALLOWABLE SANITARY FLOW (DENSiTY); SCALE: ▪ rN • �•.2 /. - .ii s O �t`1 • GROUNDWATER MANAGEMENT ZONE N -00,4. ,.;.15.,14 4 4_ -_ _- • -_ • 1 . ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM ALLOWABLE FOR SiTE WITH PUBLIC WATER 600 GPD PER ACRE 1 = 20' wER"F'°�� - !s,..a 5 a __•~' EXISTING ELEVATIONS ARE SHOWN THUS: x 600 GPD / ACRE x 1.406 ACRES - 843.6 GPD DATE • ? SIGN DETAIL '' • Ata 3/4' HANDICAP CURB DETAILS: _ SEWAGE DISPOSAL DESIGN CALCULATIONS; 0 O� 1 05 REVISIONS: MEDICAL OFFAL 1604.43 sq. R O .1 GPD - 160.44 GPD 07-25-05 ��,,,, 07- 13-05 ' [1 1 114.3/� 1 0- NON-MEDICAL.OFFICE 573.59 sq. ft 0 .06 GPO - 34.42 GPD / 08-02-05 I X / ACCESSORY STORAGE: 876.06 eq. R 0 .04 GPO - 35.04 GPD A ( ADJOINING SLOPE X �� ACCESSORY APARTMEMS (3) sq. R APARTMENTS 0 150 GPO - 450.00 GPD I I r. .. : - . .• _msµ '_.. SHALL NOT Y `� WEST BLronNG 600 ':4 EXCEED 1:20 % FLARED SIDE NON-MLDK:AL OFFICE: 2,095.05 p. R 0 .06 GPD• - 125.70 GPO '. •`: SLOPE = Y:X �� CAST IRON FRAME AND COVER 70 GRADE ACCESSORY STORAGE: 486.07 p. R 0 .04 GPO• 19.44 CPD S, 1 10 F.F.ELEV. 19.0 TOTAL FLAW TOTAL USAGE 1125.04 GPD I-t �J SOFT ILTyel;',,J NOTE FINTSHED Lip``- 1 WOOD CARVED SIGN WITH RAISED LETTERS H X is les. than 48 in. (1220 mm), then the Loc20Nc CASTING TO GRADE �L,pgO TO GRADE SEWAGE DISPOSAL SYSTEM DESIGN. _ :. ,, NOTE slope of the flared side shod not exceed 1:12 GRADE E]EN 18.0 I DRAWING TiTLE: p J HTNISI D GRADE 17.5 10' DIA x 1' DEEP LEACHING POOL - 31.52 VERTICAL. FEET , `" S A V I N G S B A N K ,j Design storm drain system to shed water away from curb I CHILINEY 8' DIA. x 1' DEEP LEACHING POOL- 25.00 VERTICAL FEET WOOD FRAME-FINISHED pms 288 blue romps. FLARED I.YUP. INLET LME _ •--24 •-2e- LOCATE DROP'T' - f r11'TRAFFIC BEARING -� ° - S I T E PLAN �n IMAX nw" OPENING PIPEORMANTENANCE - S C TAN llXi a1xRFn•• z 1' MIN �, ¢ 4';i1 �re G>' d ►d ! €♦ ®. 14f. (1AY5 290 211 GALLONS IE 16.50 / PER 1 2j MAX.J_ - a (° ® •L (R � ( LatDJ E /� rt6 Er I 4 6' - �/ PER FOOT�1 $ MIN. traffic cover 145.14 GPO(USE MIN. SYSTEM) x 2 1:10 MIN.4'DIA INLET IE 10.00 6' I 6• ®®� 1 (1)PRVIDE8- A 1.000 GAL SEPTIC TANK 1 y�.w w -,. ._a w m ,... a_a.. - a ,os•.W ,. . .�... a..0 ._. •id WOOD CARVED SIGN WITH RAISED LETTERS T MAX. EM MIN.a dA ( T E 15.50 LIN.4'DIA APPROVED 25' IE 15.30 ®® (1) 11 0' DK x 4-0-ROUND SEPTIC TANK E 2400 PIPE OR 14' PIPE PLIGHTED 1/6'FT MAX ❑ lJl CHI►1G POOLS REIlLlRED• PLANTING OR OTHER H•Ira1ED 1/4' EQUIVALENT IB' J®❑ EAST END WOOD SIGN WITH Z'TOP E SIDE FRAME 36' (915 mm) MIN PER Fool �- 145.14 GPO/ 1.5 - 98.78 eq ft / 31.52 vartioal feet - 3.07 fed 13AFT BRIAI�ARM PAINTED TO MATCHpms288blue NONWALKING SURFACE PITCHED 1/+- ; - 3 pp ❑D o DESIGN ASSOCIATES,„r PER FOOT 8' u1 m FRONDE (2) 10' DIA x e' EFF. DEPtN - 12 verUoQl Nat - 378.24 p. R PHYSI CAL, THERAPY Cls,a•wsD.ww ACo.wxIALOM WOOD CARVED SIGN WITH RAISED LETTERS ARIES O DEPTH b� SHEET NUMBER: 10 4' -5' T- n EFFECTIVE �'urr- rn � X FLOW LINE N ) W( (VARIES) a. 679.9 GPO ( TEN) x 2 DAYS - 1359.8 GAUANS 8•BOTTOM FRAME / )a. PRdIIDE A 2000 GAL SEM TANK 74825 PAINTED TO MATCH SIGN••A' NOTE 4'MIN. 10'-or DIA. (1) -0•DIA x 5' 0'ROUND SEPTIC TANK 1 Ramp moat not project &Ito vehicular traffic loris 679.9 GPD/ 1.s - 453.27 p. ft. / 31.52 vertical feet - 14.38 feet k B'-0"OR t0'-O'DIAMETER(VARIES) , PROVIDE (3) 10' DIA,x 6' EFF. DEPTH - IS vertical feet - 378.24 sq. fL �-- BUILT-UP CURB RAMP FOR EACH BUILDING.SEE SEPTIC NKREQUIREMENTS 3 MIN. ABOVE GROUND WATER i sp_5 II se STREET NUMBER(WOOD CARVED) W EXISTING LEACHING POOL OR SEPTIC TANK TO BE ABANDONED AND FILLED IN Copyright Q 1995 \ BACKFILL MATERIAL TO BE-CLEAN AS PER SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIREMENTS. '• f WOOD STANCHION RETURNED CURB Architectural GRAPHIC Standards CD-ROM . SAND, AND GRAVEL NO WELLS LOCATED WITHIN 150' FROM ANY DRAINAGE OR SEPTIC 1 6' MIN. PENETRATION -- 2 PAINTED TO MATCH SIGN•A' John Wiley do Sona, Inc. New York, NY IN A VIRGIN STRATA OF SITE PLAN DISCLOSURE: (REFER TO ADDITIONAL DRAWINGS FOR BUILDING SIGNS, DIRECTIONAL SIGNS. ETT;) 1,500• GALLON CYLINDRICAL- SEPTIC- TANK DETAIL LEACHING POOL DETAIL SAND AND GRAVEL SITE PUN INFORMATION IS BASED ON A LAND SURVEY PREPARED BY JOSEPH A. INGEGNO LICENSED 1. N.T.S. N.T.S. LAND SURVEYOR. NEW YORK STATE LICENSE NUMBER 49668. SURVEY DATED JANUARY 3, 2005. , - A SIGN " I • •; Ii I I9 *Al 1:1.4 . UMINATED) # ROOF SYSTEM ROOF COLOR K CERTAINTEED STONEGATE GRAY GRAND MANOR • t .� -s" `�� ;;) iy - TO BE AZEK n EXTERIOR TRIM GRAND MANOR '��"` ROOF SHANGLES 5 ROOF SHINGLES IML(1`' k 41te -- `�`>—„,,. LIC ' SIDING MATERIAL SIDING COLOR JAMES HARDIE -- __ - to �..:0.+°'`. 1 HARDIPLANK LAP SIDING _- --_ _ a N JAMES HARDIE CABOTS PRO.V.T. ---__ -____-= - --- ROOF SYSTEM :� ROOF COLOR P'j 04•71 CERTAINTEED STONEGATE GRAYA. EXTERIOR TRIM CI �o GRAND MANOR GRAND MANOR t • TO BE AZEK C� � . �: ROOF SHANGLES ROOF SHINGLES t1� `'"`' tr".0 �. SIDING MATERIAL SIDING COLOR , - JAMES HARDIE CABOTS PRO.V.T. ANDERSEN _= - __ a ,_ HARDI-PLANK SOLID COLOR WHITE WINDOWS -_-_ � Z W 6" y11 K \ -f� F Ow o } i EXPOSURE STAIN GRANITE JAMES HARDIE `�-- II `. Y co XMINIIIIIIIIINNIIIIMINMII HARDIPLANK LAP SIDING �O- U- (�' w >~ W N WINDOW COLORGRAND MANOR A WINDOWS SMOOTH 6" EXPOSUREr_-= ------- -- IJ li2 h. - ' ROOF SHINGLES ANDERSEN HP. 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No pa thereof shall be copied, disclosed to --- - - -- -- - ------ - --- - or :-�--_ hove, others or used in connection with any project arod without f written they --- - - -- _- -- -_ of East End DesignAssociates, • -- ----- - — -- - -- --_ — -- ------- E -- -_-__-_ PROJECT NO: DRIVE-UP . ---=-- -- - 867-2005 - - - ---_a•-77-----_ - -- ---- --- ----- - -- --- -- - _ WN DV: - - - _-- - ______-_-=.. TELLER CMA --------- - -- - _____ __ _-- - _ __=___-___---__ _ - --__ - - -------- -____- -- - - - - WINDOW - ---------- - -- _ - - - _ EXTERIOR TRIM _- _ -- --- - - ____ _ _ -- -- _- - -- - _- _- _ - - _-___ _-- -__ -_-- -- -_-- =- --_ _ _ -- __ - �' 004-05 • - - _ TO B E AZEK _- --- -- - — _ - - -_ - - - - - - __-= __- .-- -_ - _= = _— _-_=_ - — _ _ - ___ _ _---- _- = _____ _ - _ REVISIONS: 05-23-05 - _- - - _ i 07-25-05 --- -- - - _ 08-02-05 JAMES HARDIE — -- _ - - -_--- HARDIPLANK LAP SIDING _ -- �' _ COLUMNS TO BE HB&G SMOOTH 6" EXPOSURE PERMACAST OR EQUAL °R""""� "�` \ . __ - PRELIMINARY ELEVATIONS i SHEET NUMBER: 1 i %@!4i�Ti4Ft5iN'.M::14p3E' !N`ktlF'A1Meknfdnfw}J`k'fiM.F:bS/+MeAhoTl4�iw�4NtY4'4YT..ar'�k. ._.uu�L�u._..m.w:�.. ar...L .. .e •. 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I (--j 7 ,,, 1 'DRAWING Mi t I PRELIMINARY r FLOOR PLAN '\\\ L _11") 68'-10" 20' 1 2'-,0"-1�' 92'-8" x SHEET NUMBER: ii' PROPOSED FLOOR PLAN i A3 3f 1 1 e i EXTERIOR TRIM 'I � - ?k - �0• w , TO BE AZEK GRAND MANOR ...0 /,r T,;,.;,,`:,*' UI6 .1,-,,t,,�. A. 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No part thereof shall be copied, disclosed to [ _y] V �) ( t) V) [� �) [ (� ] others or used in connection with any tp n z work or project other than for which they I I t consent of'!hove been East rEnd Design Assoed without ciates, \ \ / 4 •: PROJECT NO: 867-2005 DRAWN BY: CMA SCALE: I ,.. 1/4" = 1'-0" 14'-51" I I 12' 44'-2 " I 12' 9._ w 1 , i DATE: J2'-8" 04-04-05 i REVISIONS: 08-02-05 l i DRAWING TITLE: 1 PRELIMINARY FIRST j FLOOR PLAN t I SHEET NUMBER: 5 FIRST FLOOR PLAN A6 1 .i 1 I It I - ' "303A-14 0 e i 0 ... 1 1 4S..-33 c""ZI I .3..„,>,, I.IC- •"".-:-.K•.-u.....„.,..,0" i . . rzi 1 9 2'-8- c> w 01 cn •E-to' > 7-7 co ,55'-41- 1 36' 4- i 11 LL1 a ui o (N4 l'i'ls'L14 >11.11111'.11.„,-‘92.(4:4 C 1 1 rt W 2 ,0 Irs-sr, 1 ',..-- T— r- I . ,6 i11111111IONIIIIIIIIIMI. i ID 1 is I '---- — .. 1 J ,------yz-----. -, 1 1 ) ( 1 M t )- I 10111111111111 3 t _ , ik • W 1.-- Ili 1 ort —7. 1-- LIVING ROOM BEDROOM LIVING ROOM BEDROOM LIVING ROOM BEDROOM ____ 0 Ct misl 0 (0) w 1 t , IIIIITAI z Cfa Ci> Ii: .._. Z Ci... Z 1 CO w , w _ r-- r--- DINING ROOM DINING ROOM DINING ROOM Li 1 1 \ 1 1 i 1 t Z : t C:Irl 1C4 r 1 1 1 _ 1 1 1 \) 1 L _I 1 ectZ LANDING ___,__----______ CL CL i 1? io (r) I W.I.C. g 1 1 I L__, J 1 AI rtc IN II L__ BATH - al, • BATH io _ (.1 - - 0/ CL X _ CL LU I uj ,a 411.9 ( ) , - _ KITCHEN BATH KITCHEN 4119 KITCHEN 1 ?-S a- - - n 1, 1 III 119111 ''l--- 1 • •• t C...,",e) '''a,,,a----, ' - .,. .----• 2 a Wm' 3 V , — PLATFORM HALL HALL 6 i..-. o ,( [..11 12 4.1. C•I LI i HI t, Ill i • . . 1 ' 1 , ,. tr. „ tr: pp, ,,, ...,,, 2 ,, - , i,..pc ,;,, . ig, ..._. ric 0, 1 • i r-‘ -'6.0 U .p. ,4,..,),, • ' ' , ''''a"":41.4.,•' IO ilk' 14 41' al Ln a Li, ATTIC AREA ATTICAREA a OWNERSHIP AND USE OF DRAWINGS: 1 ,$These drawings and specifications including i the ideas, design and arrangements 'represented therein, ore the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any a work or project other than for which they (.0 1 have been prepared without written I !consent of East End Design Associates, 10 - I )11C. t t PROJECT NO: 867-2005 DRAWN BY: , CMA SCALE: I iI I I 1 ; f DATE: 1/4" = V-0" 44'-2 " 1 2' „at or i 1 4'-5-1" I 12 04-04-0 5 92'-8 08—02—05 1 REVISIONS: r * r i 1 r , i DRAWING TITLE: , PRELIMINARY SECOND . FLOOR PLAN il SHEET NUMBER: 1 ; tl r SECOND FLOOR PLAN , A7 3 o L.. • 1 1 - I SURVEY OF PROPERTY I SITUATED AT AREA DATA GRIA; 1-+;\pORT S.C. TAX No. 47,559.67 sq. ft. 1000-45-04-8.1 1 .092 ac. TOWN OF S O U T H O LD S.C. TAX No. 61 ,264.66 sq" ft. SUFFOLK COUNTYNEW YORK 1000-45-04-8.3 1 .406 ac. , TOTAL 108,824.33 sq. ft. S.C. TAX No. 1000-45-04-8. 1 • • 2.498 ac. S.C. TAX No. 1000-45-04-8.3 SCALE 1 "=20' JANUARY 39 2005 APRIL 20, 2005 ADDED WATER LINES & ADDITIONAL SEPTIC SYS. STRUCTURES FLA\ APRIL 27, 2005 LOCATED TREES & WETLAND FLAGS AI, F FLAG ay c T tsGl Wo ' 7 442,SIS y� RC^^c %24cED oFa N/O/F i./ �� FLAG VILLAGE OF GREENPORT FUG JUN 1 0 2005 5-139 d ZONING BOARD OF APPEALS d a FLAG O I • ...1 0_18-DIA. TREE CONC.BBLOCK °s k°°°k.� `SMP x 539.29' a ♦ N 89°57'00" E P°� �r� 30"DIA. TREE I. FENCE a t y� -/ 12 DIA TREE 14-DIA. FENCE :-.1,... „CHAIN LINK FENCE 4.4'N CURB -- =- h FOUND "c jJ _ 2-2'N. k • $"DIA. TREE 24 DIA. TREE r -M %-N ( N k k X k X X X k k N k X N X N k k 11 N M k 1t - N N k N k XXX x N N ii N N N M k N LIN: N N K N k -- N X N N x N N N X -�F- k-if-1f x X X N N-; -N-X-N--�F-N-- 1---�f--�f--�F--x-- „--CURB -CONC. CUPPING L's". ° } CONC. MON. } ti ) q�.o F ! E L5 N. _-- FENCE --- C�� • 3.7'N. ° 15"UTA TREE � a • d n e,v { ' ,� a 4 265.40' - ° 273.89' • rnm 4v 7 • 49` ca.8"DIA. TREE 8"DIA. TREE0 y ♦ d • •• a ° ° • , ° • ° d ° I 4 Z •IN ♦ • SATELLITE • a d • • e • • n O d e• • DISH ANTENNA e d • o --� d c O O • CHAIN LINK- •4 d d • r N• ASPHALT DRIVEWAY e d w° 0 CHAIN LINK e ON CONC PAD ♦° t d u, • "d d a a • FENCE • ••e , •• m , N Qo d FENCE e ° 4 • 4 ° ° • °q f�, a FLAG °�--18"DIA TREE 4 Co • ° 0 ° ° u " e• • d ° • *5'<`•' ° d • , ♦ 42 7 ° III • ° 4 d • d e d • 4 f/ FENCE d • • Alii O n ° 4 • •d • •e d e dO4'a. • _ a a • dpZ 1.14. • CTO a e d • ♦ d ° 80.T • 0•4f -14-DIA. TREE ° 4 e d • a n ° Ul a d• • • 43 Y d • • • " N e d • 0 °O .., FLAG N 10 18-DIA. TWIN TREES --18-DIA. TREE • • • •♦ d ♦ . e •e O X 42 4 • d ° • CONC. o ° e • , ASPHALT PARKING ° •_ 4o q n C 1 D ° ad e ° • • IT U1Xx ° ° • • d • \CONC, Iy. 4 d ea8 • 4 4 STOOP .. / . Ii0-18"DIA. TREE O Z ° •! a °, • O ° ° e °° 4 All 24-DIA. TWIN TREES • • d da • 4 4 a • A • • r.-1 O O 6. ��O^ 14"DIA. TREE i �►j O d ° e e• ° 4 °° e ° d• ° CMOVER METAL jCOVER v C , 0 1 STORY CONC. BLCK BUILDING rav' 4.eT d_rM 4. 63 I. • 1r. Q"Yt�f:1 4 CV- F'It9" Q• • d s• ° • o WING WALL METAL C 1. n d • /L O rI • (4) 42-DIA. TREES I 4 a CONC. z �' rt. FLAG `�0 15bIA. TREE • C71 • • 4° e 4 d ". COVER z 1,1 • is.). I ° • d • d • °• ° e , f - 1� SCW4 WATER UNE O p s c�Co I , d ° ° f W W W co • 4 e e • e • el • • d 111, G•1 • e e ° a d MON'TORiNG H 1 12"DIA. TREE-Y : 3 15-DLA. TREE d a a •° ° ° a e • ° WELL�� -',v'J d ° 18.6' o + ° da a a 7 •• G 404' �' �d eZ d FLAG - - - a e a rii --__- __. .. __.. - - ! __--- --- 1. "1d z ELECTRIC METAL COVER _1I t I TRANSFORMER ON CONC. IL 1 JA ^ a • OAR e ON CONC. PAD 1 �� z ° Wil. ALC t 4 t O MEl � � ° 48-DIA. TREE 110 p•.IAA n� v 4 8 d , P‘I‘'0 y 5-2 1 D 62.2' q-,_r i . Z 4 N N N x 1 ';� II --"---• I CHAIN LINK FENCE METALAN CONC. I C • a 111. 18"DIA TREE r i • • Z rt i m r- �`-CONC. WALK METAL COVER •- 1, d • m ON CONC _ • FLAG- R zr 5,�x4T' GpN°AGpJE X•4,4.7 m _ a \I i' m •d 1,11, P e •-- .111(4_ 30"DIA. TREE f 1 PL 0 ,C'� -10'D!A. TREE , ' • • ? gWi6L" GOER �r4�h'T.) ` I O , ',J 12 DIA. TREE GO' C24A O!M 9µ> r 1 12"DIA. TREE O �P�'N? TREE--0 e7 r 1 2-DIA. TREE 8 r -10"DIA TREE n c 4' •'3 GpvCR0 P•W 5D n GpVER �`chr J) 0 ' C/] ECN- a/q1 �I HWr6` ME1PL 1G s u+ cn \ FENCE F, y O FLAG M M - q� a 12"OTA TREE 5 w RHEAD WIRES\ P p,M ' o k . SIGN . ai�•"rf 12-DIA, TREE vn5E m A A Sc d• tri tr.. M Ppr m ZQRB • °•d SE o �7 O itu BOLA- TREE 4 1,,4--R HWx fL R -•12"DIA. TREE LI(fG D 1 2.2 q • a O WTD METAL COVE 30bIA. TWIN TREES • i ° • PIM 4 r-t� ! t ' • • • • R ` SREE i , •E FEN. F ' d ° ° ° 4. 4 • ♦7CO EFTIC T' ‘IS00- !ER MD CONI.W..�/' T 5 ORE ° °• ♦ A ° d ° d • m `Cp • s_:.3 'SEB "--.3 ----*----*----4----s--. _2•F' • ' e1. C MEFP•Q,y.& -it'd• eZ0 - R IRF. '* -i .?''�. . d e17 .a a e FOUND • d ° d �L• F nZ R .�ON °U � / ° •° e d 1 30') • • I•O • CONC ON. 4a • ♦ a • u ° ° L� tv � SNRg�.6 0 pEE 72•° e yOAE UN U; v' U?\Vn 2°� ��v �NFAS ° ° ada4 ( D ° S . d ♦ a • G�4Ty rn FRHED ,� - F WGLDCP� �,,.�__._0`�Rf_ • ° °.° ° d e , • a• ` • s • e d 1 m-S 5C •• 9 • 4• °d f �� 71� }D k' • CONCRTE . . • �yX N �Y / �� =d •d ° a ° d ° ede • d e 82 pZ r1 `,�, a 'moi po-E ° ° d ° e• • d I P , ° • ♦ , v f 1 4. -___\i 2 4 d •° a• cn A ° p $ GLD d • • d /8"DIA. TREE d • • a e ♦ ° , • • -4-fin rn tP- -•r O • ,'. .. - -----------'----4 • ° ° e • • ° I to ml. • e d • FENCE / 4 d ° 411111 • • ° d ° d ♦ 43.a • ♦ • N L\NYC / •�_ •1 v • • a ° e • dIli ♦ ° 50 e '•' • at • d • 159 .1. I ° d • C / _q • ° ° e • fl A • • ° ° .: /V O • • d a G d t d I.T ., O / /' 1 • ° d • e ° d a ' • • ° PARKING • w G Oo PNRK\N ° d • O 4. pLE Y o • ° \ ° e d d ASPHALT a • • NE m: �� 'N- 500)A' d °, • • P�PHpLT d ♦ ♦ �""�I�V. A ry �L�} -' •° a a-7 • a 4 ♦ • ° d • • PRO IP" • .:�.�} 51"R� ERP E. YO Q ° d ° d • �� ' �' TlE � 4.*:.‘" GL '' • • • a •° ° ,•• ° •• t • - g' • •1,AIP.5 - • 1115 / yr,.-D R Q a , a p • • N • JOP'I •_____ ° e: ° 'P�SIGN a • • • 4 e , a a • =_ .._.--• �- I' d d W1SF1 , 011 e 119.9'__ 4 • •4 O ' i. •- % • d a •,•SFZ / 1 d 1� 3 Ou • ♦ • • , a •. d ♦ d X71 0 ''�° a,.a, •° a .• _ J �.. -.%PK A 6 Y e d• a d �`U _- r ° • ° , t- �, •., 4 ° • 4 • • - ♦ /•fi d A. a d °• • • • ♦a 4, •e d A °, a ♦ • to Off• • e° , PNRQN d ° e • ° • ° d d .. 18"DIA TREE a 4 •4 d 4 , •a 5 tK ' CDt,G e 1 • • a d d ♦ , • • • • ° • �� COC.• WP YSlER °'� CURB C\jiI�G 4.65 • 4 ° • \��� ° . 4 d d ° ° ° • d • , d • • ' f W� 1lE P� /' e •G-.i d • ♦ ` • • `` 1 • CV SrV ° e • , • • • t a , d• f.11' GLD / RVAG 1 •• d . •• a d ♦ ° a . e . `, TER MET -,...41'. '.. CONC- CU • ♦ d v d °• R,te• 5) CrI ,1 ! ° WP *T Y,S• PREPARED IN . CCOPDANCE WITH THE MINIMUM e• ed e• d v - "� INE _ • e • • • • �v/ A D 1(1N _ STANDARDS OR TITLE SURVEYS AS ESTABLISHED •d ° •° •, • ;OY�RD *Nit L d • • • , • • a -VARRoti BY I. _.S. AND APPROVED AND ADOPTED . • .• 4 • /.- ° • 4 • x,{A IN < t EY THE NEW YORK STATE LAND ° 4 4 ° 47_7, .....---t IRp?dZ • °, • e 4 d d (11'+ti P'i .. �'� j6� N • e ° • ♦ DPSN4• • e• J I�-48"DIA. TREE 4 a F d • d • ° • GATCH d a `J J' _ � e 0� I °a d • • ° d• ♦ • d 44 .d•. a PRRON . `+ / l ', GpNC. a 44. d • • 6t, Z GUT a ° 40 ♦ - t Q • 1LT( • d • 4 a • ° POLE ° ° d d d e • • • ° r: k' ( a d v.OUND 43' - aAt, ` ;0: A 14od ° •� � {vN.Y.S. Lic. No. 49668 • • WIRES • 4,' d Sil• e44 e ----- • e •° d d d e s TO UNAUTTHSORT ERVEY D LIS AA TION VIOLAT ON OFOR �ON t d , •°d 4 ♦ • NO TES. SECTION 7269 OF THE NEW YORK STATE A.Y► a •• d a a --- EDUCATION LAW. Joseph 1 . ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM COPIES OF THIS SURVEY MAP NOT BEARING � + �,° ' • e♦ •. , ° • THE LAND SURVEYOR'S INKED SEAL OR a lf • d ° EXISTING ELEVATIONS ARE SHOWN THUS: k' TO SADVALIO TRUESEAL LCOPY.NOT BE CONSIDERED CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY I IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys - Subdivisions - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND • TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUT ION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS ( A THE EXISTENCE OF RIGHT OF WAYS 322 ROANOKE AVENUE P.O. Box 1931 AND/OR EASEMENTS OF RECORD, IF • ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 ---- 24-433A ADA COMPLIANCE: STORM WATER POLLUTION PROTECTION PLAN: KEY MAP: 1' = 600' aa FLAG �- r� a SEE IF:.'.11S.040 . ,. .L• ADA NOTES AND SPECIFICATIONS SITE DESCRIPTION 1 ,r5-CX w " s ��� ! � J �` �'c THIS BUILDING AND ALL ADA SIGNS, PARKING SPACES AND RAMPS ARE TO "�' ®7 I 3z-eMG %/c3, �t FOA, CONFORM TO ICC/ANSI A117.1-1998 THE CONSTRUCTION THAT IS TO TAKE PLACE WILL INCLUDE THE FOLLOWING: ' lei > vlw b 16 Y`�0 �g .fsYs"' � �. z. N L• (1) CLEARING AND REGRADING OF SITE IN AREA OF CONSTRUCTION. SITE 'E`'CF"artt x `` ss IS Ill -Co �s >•�e (2) REMOVAL OF EXISTING STRUCTURES THAT LOCATED IN THE CONSTRUCTION SITE. � Sic).wW0 `4 �� T .4 LU °• 4�` Y juin ADA PARKING NOTES (3) REMOVAL OLD SEPTIC SYSTEM f ,;/2 5.E, ,..t : ZR • 2'Z � rr p ':' N/0/F -0" (5) CONSTRUCTION OF NEW BUILDINGS -�'r r % > '- i I <' 7 G VILLAGE OF GREENPORT ADA PARKING TO BE MIN. OF 10'-0" WIDE BY 20 LONG AND (6) CONSTRUCTION OF PARKING AREA �� { D 3, , '�1 wiS ,A, SAG IDENTIFIED BY ADA PROPER SIGNAGE o q R - + (7) CONSTRUCTION OF ADDITIONAL STORM DRAINAGE COLLECTION AND RETENTION 1• { yO ",3',..,',..A.-11c � �LS S' SYSTEMS TO RECHARGE THE RUNOFF FROM A 2" RAINFALL. 1 � 41 51, 61 �i''3'SP• �p9 �'� (8) INSTALLATION OF A STANDARD SANITARY SYSTEM. 13.2 u 'LOA.e1 1 ` ' 1 i{ � (C + (9) INSTALLATION OF NECESSARY PUBLIC UTILITIES { 3.5MC1 V co 1� •••=..., EXPANSION NA JOINTD ALL CONSTRUCTION AND IMPROVEMENTS TO CONFORM TO ALL STATE, COUNTY AND LOCAL CODES. {{ •i - N - FLAc \st L irC> W P i�O PROVIDE SMOOTH RAMP AT 1:12 w I ' , a' I-- CONC. BLACK et POST k TRANSITION TRUNCATED DOME MAX. SLOPE �'%'' , ''"' ' j •• a0i s� t6rolA TREE BUILDING i DETECTABLE GENERAL SEQUENCE OF SITE ACTIVITIES I3t2.04,0\ P / ' -( w 30"DIA. TREE `///////////� " `t z = I L I C/) a0 > WITH NO LIP RAMP MIN. WIDTH 5'-0 33A1Ci m Lf WARNING F e 12bIA, TRTE V 24.0 A. TREE ,��I FENCE .1 ,f - 1 e f ff • FENCE TO END AT INTERSECTION �M. 14-DIA. TREE 2 6 5.40 CHAIN UNK FENCE MAX. SLOPE 1:10 z (1) HAY BALES WITH SILT BARRIERS ARE TO BE INSTALL AROUND THE PERIMLttH OF THE I t L- ` O W p ti FOUND 57 00 E - - R ...--FENCE 1.5'N. �` - SITE TO PROVIDE EROSION CONTROL /IA OF SET BACK FROM WETLANDS ' CHAIN LINK FENCE TRE - +' - ""' � wwt; Z 2.2' . CONC. MON. 8-DIA. TRE 15bIA • -s7-. ‘VP :__ r ' aF•r \I i i-: ;. "_ lits`- \11�' �1 aur=�'//- s 4y_'a1b4:: -- {yC +_+: 1A Ijy •_ -47, 7 ` �` (2) CLEARING DEBRIS AND CONSTRUCTION, DEBRIS WILL BE REMOVED FROM SITE IN AN ��1 p D 9.1 TiW Y � �M o G 's.• % /s_ G_ rs.. _rte F:a -65 , - i" � \_ ewaa<,ca. -s �� j\T�( i•-•',m- , 3- - o r: �: �� •��••� �s,ni,�hf'>t.'r` ' IXPEDITiOUS MANNER t O ata r W >~ w cV Q:- _ �_: '".q .9'i C' �' - Z"':_V �'=/'• aq -••-'41,',- ?- /'t�_�-J`• :� t�__ J� _ 4�- NPS' a -=/p --,!�i'. .�_-QIP. u� - - - „�l� ,�Arc�' 'KVI O U 'DIA TREE . 1n Ml 1lLs;Ytu-.- �1> - .v dv r �IL�-- f1T=' 1q t. J1 -.-=',1),-I- a __Il _lLl-_ll .-SMI m III Sw Mea aide �_ . �. ... �'�v. • � ��I_��'A�IAI10►1W��� � 1 Sn. W p p nswMctaHaae All- -_��_-_�`�_� (3) ROUGH GRADE WILL BE ESTABLISHED MAINTAINING ALL RUNOFF ON SITE 1 cn I- 1 4'Pole Mounted Fixture 14'Pde Maimed Fixture Q (4) ALL TOPSOIL AND BACK MIL MATERIAL IS TO BE STOCK PILED AWAY FROM WATER AND 1 1 b`+ '. y ..5br C5 ,e: 1 A 8 1-- co ` - (Durarwec a-mze) ',�., (Duranat:aorize) -�+: ♦- '. FLAG = - �_ re"1�; i 'tI COVERED WITH TARPS TO PREVENT RUNOFF. PROPERTY INFORMATION: w �" N ~ _ 4" MIN. COMPACTED 0 Q = •, c 1 --:TR (5) INSTALLATION OF DRYWELLS STORM DRAINS AND FRENCH DRAINS DURING w W q KING ` _ N GRAVEL BASE 6 X 6 WWM AT MID DEPTH CONSTRUCTION OF BUILDINGS. THIS IS TO PROVIDE IMMEDIATE CONNECTION TO GUTTER z a 2 EMPLOYEE PAR - cU EMPLO EE PARKING E M , � SYSTEM ONCE ROOF IS INSTALLED AND TO INSURE MAXIMUM CONTAINMENT. !]QUIVERS INFORMATION, OWNERS CONTACT INFORMATION: j+ 0 175.Mea Haile BOB REALTY HOLDING CORP. Z 14'Pole nam ed Fxn,re 0.:',474. O (6) INSTALLATION OF ANY UTILITIES REQUIRED. 110 VINEYARD PLACE CRAIG ARM AND BRETT KEHL YEGE?ATION• ��, ••••• ` (Dumaabc&ave) C%"6-1- • BCB REALTY HOLDING CORP. O• ' .. yJOOD1�Np7\RAL_ - -. 75.•Me,InHatMe .0®• * ,i O (7) INSTALLATION OF BASE COAT (PAVEMENT) AND CRUSHED STONE TO MINIMIZE SILT PORT JEFFERSON, NY. 11777 • _ =-: I ° RUNOFF AND STORM DRAIN CONTAMINATION. PO BOX 1675 175.Metal Halle - >, .i sCTM/ 1000-45-04-8 3 SOUTHOLD. NY 11971 ,I, -_ _ - _ -- '_ •- , - ,4'PaeMoontedFimre \/ (8) INSTALLATION AND CONSTRUCTION OF ALL STRUCTURES WITH APPROVED PERMITS. ■ .nl. - _ -+ 18.p� WINO TEES& (°°"°a°`&�e) Wt.: 00 ADA RAMP DETAILPHONE (631) 765-1862 •• (9) PROVIDE FINISH GRADE MAINTAINING ALL RUNOFF ON SITE. SITE AREA = 1.406 ACRES (61 264.66 sq. ft) FAX (631) 765-6820 . MI•cAtlp .I� (10) PROVIDE SEEDING AND REVEGETATION OF ALL LANDSCAPED AREAS I N , 'PLETR ! ASPHALT` 0 CURB & PAVEMENT DETAIL (11) PROVIDE ALL SCREENING AND LANDSCAPE IMPROVEMENTS AS REQUIRED BY SITE PLAN. EXISTING PROPERTY ZONED, GENERAL BUSINESS (B) -� \ \\ .• SCHOOL DISTRICT X10 O \ • PG�Q ` `AspHAtT th FIRE DISTRICT #31 Cie pie 5'�� \ ASPHALT 175w Metal Haifa �1,' r1'N I I FLAG - _ . _ o��P �G�s Gj sem` iii 14'Pole Mounted Fixture 611 GENERAL POLLUTION CONTROL MEASURES �F o 0 velanabe a tee) ADJACENT OWNERS INFORMATION; 0 - •. �� 6'CHAIN LINK FENCE l-'j FINISH (�`� R= 1 - 1/2" FAST PROPf:R7Y W[ST PROPERTY: NORTH PROPERTY: P\�`,GHQ �'P��4 ; =f WITH PRIVACY SLOTS L���' GRADE , 1 ROBERT de CHRISTA BROWN NEW YORK TELEPHONE COMPANY VILLAGE OF GREENPORi _- • t�e� GG „ - gcaelP .) •p• - - AS PER THE PROVISION SET FORTH BY THE UNITED STATES ENVIRONMENTAL PROTECTION ACT c/o SUNRISE COACHLINES c/o Vt721ZON • aV 1 --'>Z'!- IA�LE TR�r = s 74675 WEST FRONT STREET 35 MOORES LANE ,,` \v/ 'Y''' /" ' GARBAGE _II_II_II_II_II_II_I_11_11_11_„ GENERAL PERMIT, THE FOLLOWING STORMWATER, EROSION MANAGEMENT AND SEDIMENT CONTROL / Q r� cAir _- ;.� h:^r • _• i'z u=n=u=u- u I n=n=n=u=u • GREENPORT, NY 11944 GREQ4PORT, NY 11944 Eae'p 7swMs1alHads gpLErR: - DUMPSTER 11=IV u u I=u a14-. n u=a ,. _ 2" WEARING MEASURES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING ARE TO BE STRICTLY ENFORCED • =u=p=fi=i= n=it=1-u=i n- _ •14'Pole Mounted Flxbue t " • -- 11=II-II-Ilxllxllzllxll�ll_II Ilxllxll (�`'yy, w,anaben,o e) �'k:"t 75wMaalHalxe r •.• L____� = _. ♦ COURSE DURING THE COARSE OF CONSTRUCTION AND LANDSCAPING, SCTM/ 1000-45-04-6.1 SCTM# 1000-45-04-8,1 414 • • CAtIPL- Pola Maumee Future . _ O ••• APLETRt 2F� A�K 14'(vera^abae«pa1 x J/II.,= ��i���������- (1) ALL EXISTING VEGETATION AND TREES THAT ARE TO REMAIN IN PLACE ARE TO BE (111119 " 1- 1 - • ✓ /•• .i . vswMs < ;j •A,.• I'°I - • LOT COVERAGE: • _ - l.o...• sw Metal'Houde (BURRIED) ,a HaNfs • IF w i ,4'Pde Mounred Fbm<e y,�' • tq•Pola Mou^tea F°cure w nMP • „ . z. ! 2" BASE COURSE PROTECTED BY THE MEANS OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS TO ° a""" Bronze) - • • lua •'� "°B`° a) °-, ~iii •al4�l• • y INSURE THEY ARE NOT DISTURBED DURING CONSTRUCTION. LOT COVERAGE \'•' • °,a • ••• 6" STABILIZED z r • �• • ••314! (r �,-�• ; WEST BUILDING (INCLUDING COVERED WAD( de DRIVE-UP) = 4,424.29 sq, ft •.•.` t (2) EXCAVATION AND ESTABLISHING A ROUGH GRADE IS TO BE DONE IN SUCH A MANNER ( ENr) = 3,964.76 ft •+ � ctsu ' '''� SOIL BASEaq Q _ H; ApLETRi • "`- _ =_ AS TO MINIMIZE THE EXTENT AND LENGTH OF TIME SUCH AREAS ARE EXPOSED AND T�11•DING INCLUDING STAIRS TO APARTLI l__ ASPHALT` 0 • �lib�r� ` �I UNSTABLE. ALL EXCAVATED AREAS TO BE LEFT FALLOW ARE TO BE SEEDED WITH A TOTAL LOT SIZE 1.406 ACRES(61,264.66 sq. ft) ,1 c) FLAG _ _ 175.ime.Halle \ ...4!,.........t. •✓'Jjn ` ••/ / •,,,� ••r`r•_�•',_ _ N - - 14•Pde Mnuntee Fixture \i • � -,tl t�. z�' :Ce 6`=- • m,,-.55.13,m-re) ° •• r 4°'P '• +_AP T``y • SAND AND - MIXTURE OF FAST GROWING SEED THAT IS SUITABLE FOR SOIL CONDI110NS. (TYPE OF LOT COVERAGE 8,389.05 aq. R or 13.69X (30% allowable) 1 _ _.L� o ES_ •. •yili• �y SwMaa Hada • '•••` �__. \'- GRAVEL BASE SEED TO BE USED IS TO BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE Q. ��'e ck s3 - •./Illo�raMounted ze", Q • 1 0•v y , RECOMMENDATION, ( required) W O 0 zz LANDSCAPE AREA: 22,402,12 sq. fL or 36.57% 35%r ked • • •• _ ••••• 5.= (3) ALL CLEARED AREAS SHALL INSURE THAT THE LENGTH AND ANGLE OF THE SLOPE IS PARKING CRITERIA: oma " I'• • • O. m .- • •' J1=� • ( MINIMIZED TO TO REDUCE RUNOFF VELOCITY AND CHANNELING, ALL RUNOFF IS TO BE . ' -.9_,.....6.. • ASPHALT I �. L J DIRECTED AWAY FROM SLOPED AREAS THAT HAVE NOT BEEN STABIUZED WITH GROUND PARKING CRITERIA; • AL ‘114t .---"' - -- - .a - OFFICE AREA: 4,273.07 sq. ft 0 1 SPACE/ 100 sq. it 43 SPACES0 z o o ' ` it.' -�Z-••••• ' v------i -'r 'Ss• :#( COVER. ACCESSORY STORAGE 1362.13 sq. ft 0 1 SPACE/ 1000 sq. ft = 2 SPACES '- • '' , A .�..�:P CURB & PAVEMENT DETAIL (4) ALL RUNOFF AND SEDIMENT IS TO BE CONTAINED ON SiTE AND NOT ALLOWED TO RUN ACCESSORY APARTMENTS: 3 0 600 sq. ft APARTMENTS 0 1 SPACE/APARTMENT 3 SPACES 0 W FLAG w -- _ \\,' _ . II SY!�• ONTO NEIGHBORING PROPERTIES OR INTO PUBLIC ROADS AND DRAINAGE SYSTEMS. THE TOTAL AREA 5635.2 eq. fL Z w: , _ W -4.. .- "- ••••••••••••• L �4 USE OF SEDIMENT BARRIERS IS REQUIRED ALONG THE PERIMETER OF THE W Z ;`N'- tri TEST HOLE TEST HOLE DATA PREPARED BY McDONALD GEOSCIENCE BORING DONE ON 11/26/04 CONSTRUCTION SITE THROUGH OUT THE ENTIRE PROJECT. TOTAL PARKING SPACES REQUIRED - 48 -•_ _ - - ' Y t' PARKING SPACES PROVIDED- 49 �f 1 At (5) A CONSTRUCTION SITE ENTRANCE AND DEPARTURE AREA IS TO BE CREATED TO (1) 0a.. N 1 0PI pROPOSEDOFFlCEBUILENTS - O PREVENT THE TRACKING OF SOIL AND DEBRIS ONTO PUBLIC ROADS. THIS IS TO HANDICAP SPACES PROVIDED= 2 �/ z'• i SSORY APARIIN - 0 TOTAL SPACES PROVIDED= 51 VVVVtla ' \} m WIApNSECONDFLOOR r+-°• ' .•a\ltj• �Z REMAIN IN EFFECT UNTiL THE ENTIRE SITE HAS BEEN COMPLETELY LANDSCAPED AND \` • d ai , col 7y,Me al Ha da 0 •• • •• ` /bN z \ DARK BROWN LOAM OL ALL PARKING HAS BEEN EITHER PAVED OR COVERED WITH A MIN, OF 6" OF CRUSHED DRAINAGE & ROOF RUNOFF: O d• O • I 1 '' 6'Pole Mounted Fixture 7yv Mea,ed � `•`` �1 ,,,,„....8..., yy/�+-� O 1• STONE. 0 __ -\ 1 a t4'Pde M`t m� e) ♦ t;AAIP ,_.%1 ve,a„_ 4R. z . 19 (` a. _ " _ \ BROWN SILT MLRUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 -� �'� b (AWLS rR x 'rj (6) ALL RUNOFF IS TO BE RETAINED ON SITE IN ACCORDANCE WiTH ALL LOCAL E C$*. �,,a N 3.5' 1'-0' DEEP POOL x 10' DIA. = 68.38 cu, ft per vertical ft. Z 175,y Metal Ralloe E _-_- V-- ��- HV -Vaal ++ REGULATIONS AND APPROVALS. ALL INLETS TO STORM DRAINS ARE TO BEIMMI �e . -, a'175v,MyntedIttie \ ASPHALTA [� o :..-h= ztti PALE BROWN FlNE TO COARSE SAND w/ 20% GRAVEL SW PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF DAMMING AND W - (o"��bcBm¢e) ifffff %lc: T SCREENING. WEST BUILDING ROOF = 4,424.29 sq. ft. 1 a '�" PALE BROWN FINE TO COARSE SAND SW = .166667 x (4,424,29)(1,0) W r• i 3 1� O (7) ALL MEANS ARE TO BE TAKEN TO MINIMIZE THE DUST DURING THE CONSTRUCTION, w = 737.38 / 68.38 cu. ft. = 10.78 vertical feet 1 - -' - L• 1 N ,U,� , •••• �_',. 'z, 12.2' A (8) ALL EROSION CONTROL AND SEDIMENT BARRIERS ARE TO REMAIN IN PLACE UNTIL ALL �• [� ,rte/ ////'- •' -•- t� WATER IN PALE BROWN FINE TO COARSE SAND SW LAND HAS BEEN PERMANENTLY STABILIZED. ONCE LAND HAS BEEN PERMANENTLY 2- 6' DEEP POOLS REQUIRED Et 0 a�, PROPOSED BANK 1 -��� Ikyl 14' STABILIZED STORM DRAIN SYSTEM IS TO CLEANED AS NECESSARY. �o N I ` `I•• 1-STORY 1 ' + Gtgp.Ss O _ i / , te• -:'`'YL_` (9) MAINTENANCE OF EROSION CONTROL SYSTEM IS TO BE CONSTANTLY MONITORED IN EAST BUILDING ROOF 3,964..76 sq. ft. file nlT1 ,- `. i , • • •• "�:AZ' ORDER TO INSURE THAT THE INTEGRITY OF THIS SYSTEM IS MAINTAINED. ESPECIALLY .. _166667 x (3,964,76)(1,0) z Lz1 _ tit, ••`••••• WATER IN BROWN SANDY CLAY CL AFTER HEAVY STORMS AND CONSTRUCTION BEING PERFORMED IN AREAS OF EROSION = 6.16606.76967/IC 60.79 / 68.38 cu. ft. = 9.66 vertical feet .1Zb: TREE \U,� ! �_ r.-► CONTROL MAINTENANCE IS TO INCLUDE, BUT NOT LIMITED TO THE REPAIR OF SEDIMENT ~ 1•+1"9 _ .-.12 r ASPHALT 0 • ••14'PdeMoun,edF (JI(J1 BARRIERS, CLEANING OF STORM DRAINS, REPLACEMENT OF HAY BALES AND REGRADING 2- 6' DEEP POOLS REQUIRED oClal '- • • LINE OF CANOPY / 1p y 0 na lastal Ha Me ABOVE DRIVE-ur a D.anabc Bronx cailP y • AS NECESSARY TO PREVENT RUNOFF AND CHANNELING, 14'Ppe Mpmtetl Flrtue TELLER �i - - 1 PLE T i i t�- 36' ASPHALT AREA "A" = 3,288 $ ft. •� �• \ flAG _(DuranIcBnaae) W . (10) PROPER DISPOSAL OF ALL WASTE, DEBRIS, HAZARDOUS AND TOXIC MATERIALS IS TO q' (1 Y o *44.*-: •• .>7 o WATER IN PALE BROWN FINE TO COARSE SAND SW = -166667 x (3,288)(1,0) W N * BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THE OWNER OF THE tO�� _ - 3 '1 _ ,41:3'r }' /IIS n' .. 42' PROPERTY (IF NO GENERAL CONTRACTOR HAS BEEN HIRED), DURING CONSTRUCTION TO = 548,00 / 68.38 cu- ft. = 801 vertical feet o "°� ' •• ••••• ••• : ' ,„ •• COMMENTS: WATER ENCOUNTERED AT 12,2' BELOW SURFACE O O • N �__ �,_.� ' K INSURE THAT ALL LOCAL. STATE. AND FEDERAL LAWS ARE COMPLIED WITH 2- 10' DIA x 5' DEEP POOLS REQUIRED SID � - o� LEACHING BASIN DETAIL CONTINUOUSLY. ---_- t :' S° r OLE r• --Ir----11-\- e17tr i `O a ,�H 0 •_ • y„M1 / FENCE ASPHALT AREA "B" = 3,786.06 sq. ft, sZt‘Z 1-1 I5 ,i5.„0, M^^ „,,..--,,g.... 2" WEAR COURSE TO BE PITCHED THE GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR MAINTAINING ALL RECORDS OF THE _ .166667 x (3,786.06)(1D) 0_ _ _ _ ' W - ` ; 1 44'.. v:Pea;ELIC P'j%� • 14 P o naU • fl H• w N z ��� L^! v la. a C CONSTRUCTION SITE ACTNME5, INCLUDING BUT NOT UNITED TO ALL INSPECTION REPORTS, _ \ M Fuae wr F TOWARDS DRAIN COVER. VIOLATIONS OF THE RELEASE OR ACCIDENTAL DISCHARGE OF POLLUTANTS TO THE PROPER ' LINE OF CPNOP'� i „w m,a /. EgAR = 631.01 68.38 CU. ft. = 923 vertical feet RIPE-OP �} `�®•• �' / FOUND - '' ABO�TEUER . a - ,$( b I tt'1451)"a"`� me TRAFFIC COVER AUTHORITIES, AS DEEMED WITH THE USEPA GENERAL PERMIT. ALL MODIFICATIONS TO THIS ��'■1�_FiI ,(:)4 CONC. MON• 4`5.9 '_ \ B. j i .CO SWPPP THAT HAS BEEN PROVIDED THAT IS DEEMED NECESSARY DUE TO SITE CONDITIONS 2- 10' DIA x 5' DEEP POOLS REQUIRED ��.,,,; ' _= CAST IRON FRAME & GRATE OR SPECIAL CONSTRUCTION ARE TO BE REVIEWED BY THE ENGINEER AND APPROVED " " = ,) _ 4 �� a O PRIOR ASPHALT AREA C 3,393.38 s ft. 1 le-� w ' e „ `'-- ` CAMPBELL FOUNDRY TO INACTING ANY CHANGES TO THIS DOCUMENT. q 1 ;�1' 1 _ __ OF CANOP'/ 1) lQ J ; %1 _ I A00VEDRNEUP ---_-- i❑ ---- -_ - y_ 'y�.i' i 7r = .166667 x 3.393.38)(1.0) TELLER _ Mf,_ to • tented F^d•xa �� Z PLT ' i ' 565,56 / 68,38 cu, ft. 8,27 vertical feet 1 "mi S - p ,[_`;-:_-, _,-0 .,;:, :.......„.............';',4..............-s:, .. .a .c`� e f \���(((///�,4ply= a� p '}�y,.,1.y�^'Tiande'•O. `ASPHALT ._'_q-;=-___- d��r`.-- - � t. t\E?� 75w M,etat�F ,y" 04.., aJ f 1 DIA 1\ f BUILDING & SECURITY LIGHTING. 2 10 DIA x 5 DEEP POOLS fREQUIRED 3 Imo= e" O etiNtKLit v 0 ME ' ASPHALT AREA "D" = 3,266,1 "-1e,Pae,noud,ed�lxn,e '. •.,a _.J. 14 cw4e M &a ze1 (f t l'-) 1 MINIMUM 1 MINIMUM HISTORICAL STYLE / POST-TOP SERIES DS4-D ANTIQUE STREET LAMPS = .166667x (3,266.10)(1.0) •NM11 t w� (Du.arleoc Brv¢e1, _ • ,ed F„t„s �• '' !\\ _ 4?C' °era ° `ASPHALT 175 WATT METAL-HALIDE LIGHTS ON 14' TALL 3' O.D. POST AS PER SITE PLAN LOCATION. = 544.35 68.38 Cu. ft. = 7.96 vertical feet `•ice III a /�• �' va,a J ALL FIXTURES AND POLES ARE TO BE MANUFACTURED BY IES PHOTOMETRIC DISTRIBUTIONS114 Ix /••• 0 ` - �H _ - -- =a DD am ALL FIXTURES AND POLES ARE TO BE DELTAGUARD BRONZE FINISH. 2- 10' DIA. x 5' DEEP POOLS REQUIRED A ` Z a 070.4 F"Q = - (t ..\ �t i CUSTOM 100 WATT INCANDESCENT 'GOOSE NECK" BUILDING MOUNTED FIXTURESr=___ ■J cgal� _ ti P '`'"f'""ti FIXTURES ARE TO BE WHITE - , y•••.• ;i;+) rGAUP EE 4. 9.... ee=1 ,. �7 / • _ -- ApLES' (,u,na _, ,-• M1 4PLE TREj>,f^ ` ,4j O� ASPHALT AREA "E" = 4,712.02 $q. ft. =�1 1 In;: E 1 • 'r'�!` M _ - - � :JaaJJ-- \3� I I 1 • - -166667 x (4,712.02)(1.0) _-) W ..a v e� 1;_ b�IP v L3 1 I LIGHTED BOLLARDS ARE TO BE USED BETWEEN BUILDINGS = ^� Q o- o ._ E ' PLE TR �G�' GO A 1 I = 785.34 / 68.38 cu. ft. 11.48 vertical feet ��.�=1 €'-- �/ 175w Metal Hal�ds \ //�_ ��� ; _:y f" I I STYLE MONITOR (CONCRETE) METAL HALIDE 175W �* ,+ - D u'Pae Mounted Fixture !?�y�:y \ \ - "CAtl ' _ _ - .'� 'V ' I (3)- 10' DIA- x 5' DEEP POOLS REQUIRED i Q a3 ° '�� (Duranaic Bronze \ `ASPHALT _ _ - _ --- f "' _ ��: I� Y •o°U - PSE rR ,' ❑0 0 I DRIVE-UP CANOPY AND SOFFIT LIGHTING IS TO BE 100 WATT METAL HALIDE SQUARE RECESSED I F > ^m `� C Q .I „+'_ •'cess ," 0 i FIXTURES ARE TO MATCH UNDER SIDE OF SOFFIT WHITE :,: ► E■ �- :�aaP • 5- �� (� ASHHALT AREA 'F' = 12,084.56 sq- ft i �_ �. W m z -, � ` F1 1 ❑❑ I FIXTURES. (WHITE) _ ,166667x (12,084.56)(1.0) t �� a E 'W - _ 175w Metal Halle PLE TRE ,a. • 3�r•G.•• •\+.•• _ HO L� 1 °I�11�� 511■ .fiE�i- ` o� `U ,.•PaeMuunteaFlxwe � ./ :t;'�'= ' _\ 1 ,� ° 6 0 = 2,014.10 68.38 cu. ft. = 29.45 vertical feet x o 4 ❑❑ 1 / R,,l resit 7.1.4 mLta_ 'c ,--' ;'-"^ . , ' SECONDARY EXTERIOREXITDOORS ARE TO HAVE 75 WATT METAL HALIDE WALL PACK I- 2- °'o ••�{ ", •' S 0 t �' T : 2 of L - -r. :: _ 'c• := , - * _• ❑❑ FINISHED TO MATCH SIDING- NO POOLS REQUIRED - AS PER TOWN OF SOUTHOLD TRUSTEES IiI ,,° a u `ASPHALT --'--r-•. EaeIP�W� ' \.:_•+'��G�,Ss • •. ,••• _ _ - - _ d If:•_ _ - _ - ❑❑0 Q ! ASPHALT PARKING LOT IS TO BE PITCHED TO UTILIZE NATURAL DRAINAGE AREA i e"DIA E -' WPL^ETR - K ppTtON J . a �d _- ` I APARTMENT ENTRY DOOR IS TO HAVE 100 WATT INCANDESCENT "GOOSE NECK" BUILDING - - 1 III ( _-__: -`. -•• `•'_-_ „L • CONC 1R� • i d - ❑❑0 / MOUNTED FIXTURE. ♦��♦ . •••. _ v? •• • • R U 65 • . ! : : ROOF RUN OFF POOLS 1 DIA x 5' DEEP AS NOTED • `y' `,• - , /' EVi? � . ❑❑ 1 w%� �4 ROOF RUN OFF POOLS 10' DIA x 6' DEEP AS NOTED OWNERSHIP AND USE OF DRAWINGS: ti p5 CAZIp OS O PLE rR�- _ (• • WON pCkr I These drawings and specifications including \ 120 _:.,.. �•✓ ' - • Ss NC AP WG 1 •• • : •. the ideas, design and arrangements • QO CO C\J1tB d - _ •- _ � ASPHALT PARKING RUN OFF POOLS 10' DIA x 5' DEEP P�� : `^ Guess'• • •••••••••`••• ... N CONC' %-- . . - _ <C- 4-5rC SAND / GRAVEL 0 represented therein, are the property of `� _ East End Design Associates, LLC. No part \� Qp�jtS •• �qT_ j' • • ••��p•�' •-"► • '-' _ SANITARY: thereof shall be copied, disclosed to '] f P `.�'' PLETR y 0 ( d d- - others or used in connection with a V" (; pO O - '• r_ �-_ `'_=��'� F\KE • f�' 25� O " GENERAL NOTES work or project other than for which they G F)CN‘; N �cAilp a 4- �' •• E - n te. 1. D(ISING BUILDINGS) ARE TO BE REMOVED ON`s _,•'• •`••• -e� _- ' • •• \N e ASS�F R- ♦ ,� • j a �J R I 3-0 TO GROUND WATER z OLD SEPTIC SYSTEMS SHALL BE FILLED M AND CLOSED. have been prepared without written 10\14 J '•D� TR •PLE - TCH $10 _ _ _ _ o� �,j S. 3. HAY BAILS WITH SILT BARRIERS SHALL BE PROVIDED DURING CONSTRUCTION consent of East End Design Associates, _• �,� '- UBVC d_- a � (AS REQUIRED BYLLC. _ �- i. • • •••• • 1)F P _ - d - +_ _ : AD)( QU TOWNME OF SOUTHOLD TRUSILLS&NEW YORK STATE D.EC.) -- :. 4 • • Gf:`55• •'r;•• .N:-r"-� - _ - _ -• _` - • '!: ! • - de, , _; q_ t*T ROAD 4 ALL DRAINAGE IS TO MEET STATE&LOCAL CODE. 00 .�' _ •'.�.'.• (MA' LEACHING BASIN DETAIL NON-MEDICAL OFFICE . 'CON_C' -e' • d �_ .' IlSE PROJECT NO: • . • • • rr , •1.511...11`it•�' •` Rw 5-TF* -., •-- ••', d-_ SEPTIC DETAIL: MEDICAL OFFICE SCALE: 1 = 20 • .,`•. •o � •}.4u - sv - ' . - _ ROUND SEPTIC TANK ACCESSORY APARTMENTS DRAWN BY: ACCESSORY STORAGE 867-2005 • r'•• • • - �� :- Qcto_ - - - • - NOTES: N.TS. ALLOWABLE SANITARY FLOW ENS C M A 0 5' 10' 20' 40' UN .' ,O 91 W - --- 4I - - ~ - • -' - • ' :' GROUNDWATER MANAGEMENT ZONE DIV CONC•11014'FTEs 4 e 4 _ •- •• ' : -d_ 'f- '4:_ -: 1 . ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM ALLOWABLE FOR SITE WITH PUBLIC WATER 600 GPD PER ACRE SCALE: 1 " = 20' �%�Cs I •. • • •. 600 GPD / ACRE x 1.406 ACRES = 843.6 GPD RHS • : • - , EXISTING ELEVATIONS ARE SHOWN THUS. SEWAGE DISPOSAL DESIGN CALCULATIONS; DAA 05- 10-05 O WJ\ e , SIGN DETAIL: 118-3/4' HANDICAP CURB DETAILS: O 114-3/4• 1 I} 11 I ( I D u olcBuoFFlCE_ 1604.4359 sq. ftft 0o .1 GPO - 160.442 GPO REVISIONS: 07- 13-05 1 I ACCESSORY STORAGE: 876.06 sq. ft O .04 PD = 35.04 GPD o�-2�05 1 I X ACCESSORY APARTMENTS: (3) 600 sq. ft APARTMENTS 0 150 GPD = 450.00 GPD - ASDJOINIALL NG SLOPE ��� OS 2 05 X WEST BUILDING EXCEED 10:20 Y ' FLARED SIDE ACCEST SORY NON-MEDICAL AGES 2.095.05448sq.n 0 .06 GPD • -125.701GPD n E C�pli.�•+ SLOPE = Y:X ' CAST IRON FRAM AND COVER TO GRADE TOTAL FLOW TOTAL USAGE 825.04 GPD " 1 10 F,F.ELEv. 19.0 - NOTE SEWAGE DISPOSAL SYSTEM DESIGN; AUG 9 2005 `" lip VOITY 4 W000 CARVED SIGN WITH RAISED LETTERSIf X i9 les$ than 48 in. 1220 mm, then theFINISHEDGRADE-1,- ( ) \ LOCKING CASING TO GRADELOCKING CASRNG TO GRADE 10' DIA. x 1' DEEP LEACHING POOL = 31,52 VERTICAL FEET DRAWING TiTLE: �� } ���NOTE slope of the flared side shall not exceed 1:12. GR ELEV 18(1 .1r prjlw Design storm drain system to shed water away from curb FNISHED GRADE 17.5 8' DIA. x 1' DEEP LEACHING POOL = 25.00 VERTICAL FEETS A V I 1Y G S L' A 1Y WOOD FRAME-FINISHED WEDS 288 blue romps. ICHIMNEY I x I• /p,/o1�j y FLARED SIDES 1'MN_ INLET UNE WEST BUILDING ZON?_'�!G I w T1n Tri: -24 -24'x• LOCATE DROP"T" - - _4{ p /'..S rt- 8'TRAFFIC BEARING -` cu 1 n UNDER FORS EQUIVALENT --2O _ L A NJD S CA.LL� 2•MAX. MIN-4"DIA .-- TOP 2400 PIPE OR 1' MIN. STERIC TANK REQl1IRED:• '�r1N-' MAINTENANCE - - 2' MAX. 145.14 GPD (USE MIN. SYSTEM) x 2 DAYS = 290.28 GALLONS es' • is ► IE 16,50 6• PITCHED 1/8' PROVIDE A 1.000 GAL SEPTIC TANK el i 1. • I; t : ILLI �� INLET I 1 __ PER FOOT o 0 0 " MIN. Traffic coves , p PLAN . ,.'l.. "- - •.,7 12" I i (1) 8'-0'DUI x 4'-0'ROUND SEPTIC TANK WOOD CARVED SIGN WITH RAISED LETTERS 1:10 MIN. 4"DIA INLET IE 16,00 6" 6" 0 ❑ MAX. EQUIVALENT2400 PIPEOR MIN.4"DIA 1 4 i" f IE 15.50 MIN. 4•DIA. APPROVED 25' IE. 15.30 CI ©❑D LEACHING POOLS REQUIRED:• 2400 PIPE OR I4 PIPE PITCHED 1 FT. MAX. p O 145,14 GPD/ 1,5 = 96,76 sq. ft. / 31.52 vertical feet = 3,07 feet EAST END -WOOD SIGN WITH 2"TOP 8 SIDE FRAME PLANTING OR OTHER 36' (915 mm) MIN. _.....- -411111111 - PITCHED 1/4" EQUIVALENT 18" �• J J PROVIDE ��BRIAN ARM PAINTED TO MATCH pms 288 blue NONWALI(ING SURFACE ' PER FOOT PITCHED 1/4" �- { - O O El O (2) 10' DIA. x 8' EFF. DEPTH = 12 vertical feet = 37824 aq. ft d APT PER FOOT 811 SHEET NUMBER: PHYSICAL THERAPY DESIGNASSOCIATES,1,� \ 10 3'MIN. 3 MIN, rn EAST BUILDING custom arSnERnN 4 CO.w.Evcut Mr. 4' -s 0 EFFECTIVE 0 WOOD CARVED SIGN WITH RAISED LETTERS p Q SF'FI/: TANK REQUIRED- <I, EQUIRED- X FLOW LINE (VARIES) 5 DEPTi-i cI 679.9 GPD (USE MIN. SYSTEM) x 2 DAYS = 1359,8 GALLONS ��-(((��� f 74825 W (VARIES) W FRONDS A 2000 GAL SEPTIC TANK S\\ 't" 8"BOTTOM FRAME t o_ a (1) 10'-0"DIA. x 5'-0" ROUND SEPTIC TMMC \a I PAINTED TO MATCH SON"A' NOTE 4"MIN. TO'- DIA. M Ramp must not project into - 1 LEACHING POOLS REQUIRED* vehicular traffic lane. I PROSE / 1'5 = 453.27 aq. ft.E / 31.52 vertical ica feet = 14.38 fest - / [ 8'-0"OR 10'-0"DIAMETER(VARIES) I PROVIDE(3) 10' DIA x 6' EFF. DEPTH = 18 vertical feet = 37824 sq. ft BUILT-UP CURB RAMP SEE SEPTIC TANK REQUIREMENTS s� 4 84' STREET NUMBER(WOOD CARVED) FOR EACH BUILDING. 3 FI. MIN. ABOVE GROUND W TER EXISTING LEACHING POOL OR SEPTIC TANK TO BE ABANDONED AND FILLED IN 11 AS PER SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIREMENTS. ti Copyright © 1995 \ BACKFILL MATERIAL TO BE AN) WOOD STANCHION RETURNED CURB Architectural GRAPHIC Standards CD-ROM SAND, AND GRAVEL. NO WELLS LOCATED WITHIN 150' FROM ANY DRAINAGE OR SEPTIC PAINTED TO MATCH SGN"A' 6' MN. PENETRATION John Wiley do Sons, Inc, New York• NY INA VIRGIN STRATA OF SiTE PLAN DISCLOSURE: 1,500• GALLON CYLINDRICAL_ SEPTIC_ TANK DETAIL LEACHING POOL DETAIL SAND AND GRAVELN''''-----. ---} (REFER TO ADDMONAL DRAWINGS FOR BUILDING SIGNS, DIRECTIONAL SIGNS, ETC.) SiTE PLAN INFORMATION IS BASED ON A LAND SURVEY PREPARED BY JOSEPH A. INGEGNO LICENSED SIGN "A" TYPICAL FOR TWO SIDES (EXTERNALLY ILLUMINATED) N.T.S. N.T.S. LAND SURVEYOR. NEW YORK STATE LICENSE NUMBER 49668. SURVEY DATED JANUARY 3. 2005.