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HomeMy WebLinkAboutTR-7399 MAILING ADDRESS: PLANNING BOARD MEMBERS �QF so�jy P.O. Box 1179 MARTIN H.SIDOR �O� OlG Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex KENNETH L.EDWARDS G 54375 State Route 25 JOSEPH L.TOWNSEND X,� (cor.Main Rd. &Youngs Ave.) DONALD J.WILCENSKI �`'�UI91 � Southold,NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 19, 2010 NOV 1 7 2010 r Mrs. Carol Denson �outi,oi� Tcis,r 1184 Corner Ketch Road 4 c0,9d of Trustees Newark, DE 19711 Re: Extension of Site Plan Approval: Proposed Amended Site Plan for The Old Barge, Second Floor Located on the s/s/o Old Main Road, approximately 1,953' w/o Dolphin Drive, known as 750 Old Main Road, in Southold SCTM#1000-56-6-8.7 Zoning District: Marine II Dear Mrs. Denson: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, October 18, 2010: WHEREAS, the applicant, Carol R. Denson, proposes the amended site plan for a new second floor addition of 1,397 sq. ft. and an alteration to 3,923 sq. ft. of existing building space on a 1.4438 acre parcel in the M-II Zone; and WHEREAS, the C.D. Reiter Partnership is the owner of the property known as SCTM# 1000-56-6-8.7 located on the s/s/o Old Main Road, approximately 1,953' w/o Dolphin Drive, known as 750 Old Main Road, in Southold; and WHEREAS, on November 7, 2003, a formal site plan application was submitted for approval; and WHEREAS, on March 15, 2005, the Southold Town Planning Board granted Final Approval on the site plan prepared and certified by Robert I. Brown, Licensed Architect, dated November 5, 2003 and last revised February 18, 2005, and authorized the Chairperson to endorse the final site plan subject to a one year review from the date of issuance of the Building Permit; and WHEREAS, the site plan approval expired on March 14, 2008; and �1 4 The Old Barge Second Floor Page Two 10/19/10 WHEREAS, on January 15, 2010, the NYS Department of Environmental Conservation (NYSDEC) approved a drainage plan and issued Permit Number#1-4738-01665/00003, effective January 19, 2010; and WHEREAS, the applicant, in a letter dated August 3, 2010, requested for the Planning Board to re-issue an approval that expired on March 14, 2008; and WHEREAS, the Planning Board agreed to extend the site plan approval at a Work Session held on September 13, 2010 provided the Town Engineer was satisfied with the revised drainage plan; and WHEREAS, on September 22, 2010, the Southold Town Board of Trustees issued Permit#7399 in accordance with the site plans prepared by Condon Engineering, P.C., dated June 2, 2009 and last revised September 29, 2009, and also depicted on the re- vegetation plan last dated November 4, 2009; and WHEREAS, on September 28, 2010, the Town Engineer commented that the plan approved by the NYSDEC meets the minimum requirements of Town Code Chapter 236 Storm Water Management; and WHEREAS, on October 5, 2010, the applicant was informed that all exterior luminers installed, replaced or repaired shall conform to the new lighting code standards requiring Dark Sky compliant fixtures to be fully shielded; therefore, be it RESOLVED, that the Southold Town Planning Board grants approval on the drainage plans stamped by the NYSDEC approved on January 15, 2010, prepared by Condon Engineering, P.C., dated June 2, 2009 and last revised September 29, 2009, and also depicted on the re-vegetation plan last dated November 4, 2009; and be it further RESOLVED, that the Southold Town Planning Board grants a 3-year extension of Site Plan Approval retro-active from March 14, 2008 to March 15, 2011 on the site plan prepared and certified by Robert I. Brown, Licensed Architect dated November 5, 2003 and last revised February 18, 2005, Please also note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. v 1 M The Old Barge Second Floor Page Three 10/19/10 3. Approved site plans are valid for three years from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the approved site plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board or its representative must inspect the site to ensure it is in conformity with the approved site plan and issue a final site inspection approval letter. Should the site be found not in conformance with the approved site plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the approved site plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer. If you have any questions regarding the above, please contact this office. Very truly yours, Z �i4 Martin H. Sidor Chairman cc: Building Department Town Engineer Board of Trustees W/o rnap MAILING ADDRESS: PLANNING BOARD MEMBERS \\QF SO P.O. Box 1179 MARTIN H.SIDOR ��V'' yOIO Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS � Town Hall Annex KENNETH L.EDWARDS G • O JAMES H.RICH III 54375 State Route 25 '� �� DONALD J.WILCENSKI lif'C (cor.Alain Rd. &Youngs Ave.) DU , Southold,NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 15, 2011 FEB 15 2011 Mrs. Carol Denson ._- 1184 Corner Ketch Road Newark, DE 19711 K Re: Extension of Site Plan Approval: Proposed Amended Site Plan for The Old Barge, Second Floor Located on the s/s/o Old Main Road, approximately 1,953' w/o Dolphin Drive, known as 750 Old Main Road, in Southold SCTM#1000-56-6-8.7 Zoning District: Marine II Dear Mrs. Denson: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, February 14, 2011: WHEREAS, the applicant, Carol R. Denson, proposes the amended site plan for a new second floor addition of 1,397 sq. ft. and an alteration to 3,923 sq. ft. of existing building space on a 1.4438 acre parcel in the M-II Zone; and WHEREAS, the C.D. Reiter Partnership is the owner of the property known as SCTM# 1000-56-6-8.7 located on the s/s/o Old Main Road, approximately 1,953' w/o Dolphin Drive, known as 750 Old Main Road, in Southold; and WHEREAS, on November 7, 2003, a formal site plan application was submitted for approval; and WHEREAS, on March 15, 2005, the Southold Town Planning Board granted Final Approval on the site plan prepared and certified by Robert I. Brown, Licensed Architect, dated November 5, 2003 and last revised February 18, 2005, and authorized the Chairperson to endorse the final site plan subject to a one year review from the date of issuance of the Building Permit; and WHEREAS, the site plan approval expired on March 14, 2008; and a L The Old Barge Second Floor Page Two February 15, 2011 WHEREAS, on January 15, 2010, the NYS Department of Environmental Conservation (NYSDEC) approved a drainage plan and issued Permit Number#1-4738-01665/00003, effective January 19, 2010; and WHEREAS, the applicant, in a letter dated August 3, 2010, requested for the Planning Board to re-issue an approval that expired on March 14, 2008; and WHEREAS, the Planning Board agreed to extend the site plan approval at a Work Session held on September 13, 2010 provided the Town Engineer was satisfied with the revised drainage plan; and WHEREAS, on September 22, 2010, the Southold Town Board of Trustees issued Permit#7399 in accordance with the site plans prepared by Condon Engineering, P.C., dated June 2, 2009 and last revised September 29, 2009, and also depicted on the re- vegetation plan last dated November 4, 2009; and WHEREAS, on September 28, 2010, the Town Engineer commented that the plan approved by the NYSDEC meets the minimum requirements of Town Code Chapter 236 Storm Water Management; and WHEREAS, on October 5, 2010, the applicant was informed that all exterior luminaires installed, replaced or repaired shall conform to the new lighting code standards requiring Dark Sky compliant fixtures to be fully shielded; and WHEREAS, on October 1.8, 2010, the Southold Town Planning Board granted a 3-year extension of Site Plan Approval retro-active from March 14, 2008 to March 15, 2011 on the site plan prepared and certified by Robert I. Brown, Licensed Architect dated November 5, 2003 and last revised February 18, 2005; and WHEREAS, on October 19, 2010, the Southold Town Planning Board granted an approval on the drainage plans stamped by the NYSDEC approved on January 15, 2010, prepared by Condon Engineering, P.C., dated June 2, 2009 and last revised September 29, 2009, and also depicted on the re-vegetation plan last dated November 4, 2009; and WHEREAS, the applicant, in an e-mail dated February 3, 2011, requested for the Planning Board to re-issue an approval that expires on March 15, 2011; therefore, be it RESOLVED, that the Southold Town Planning Board grants a 3-year extension of Site Plan Approval from March 15, 2011 to March 15, 2014 on the site plan prepared and certified by Robert I. Brown, Licensed Architect, dated November 5, 2003 and last revised February 18, 2005. Please also note the following requirements in the Southold Town Code relating to site plans: The Old Barge Second Floor Page Three February 15, 2011 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Approved site plans are valid for three years from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the approved site plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board or its representative must inspect the site to ensure it is in conformity with the approved site plan and issue a final site inspection approval letter. Should the site be found not,in conformance with the approved site plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. If you have any questions regarding the above, please contact this office. Very truly yours, Martin H. Sidor Chairman cc: Building Department Town Engineer Board of Trustees 0 �Q�gpFfi?(,pc0 Jill M.Doherty,President Town Hall,53095 Main Rd. ,Vice-President James F.Kin H King, yo. � P.O.Box 1179 Dave Bergen y Southold,NY 11971 Bob Ghosio,Jr. /J 'Q`' Telephone(631)765-1892 John Bredemeyer �l �`� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE V" Pre-construction, hay bale line 1st day of construction Y2 constructed Project complete, compliance inspection. BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.7399 DATE: SEPTEMBER 22. 2010 ISSUED TO: CAROL R. DENSON PROPERTY ADDRESS: 750 OLD MAIN ROAD, SOUTHOLD SCTM# 56-6-8.7 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 22.2010,and in consideration of application fee in the sum of$250.00 paid by Carol R.Denson and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct an approximate 1,400 square foot second-floor addition to the existing building,install a French drain throughout the parking lot,install a 25'vegetated buffer along the landward side of the retaining wall,and install a post and rail fence or an approved equal at the edge of the buffer zone; with the conditions of the installation of gutters to leaders to drywells to contain roof runoff and in accordance with Chapter 236 of the Town Code-Storm Water Runoff,a line of hay bales with silt fencing is installed prior to construction, that the existing structure is not to be demolished and if there is a reason for the structure to have to be demolished, new permits must be applied for prior to demolition; and as depicted on thi Site'plan prepared by Condon Engineering,P.C.,last dated September 29;2009,and stamped approved on September 22,2010,and also as depicted on the re-vegetation plan last dated November 4,2009 and stamped approved on September 22,2010. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed; and these presents to be subscribed by a majority of the said Board as of this date. l �g11PF0(,t-C S"a $ v o� i 0 TERMS AND CONDITIONS The Permittee Carol r Denson residing at 750 Old Main Road, Southold,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if,in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90) calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. Jill M.Doherty,President �QF so�jy Town Hall Annex 0 54375 Main Road James F. King,Vice-President ,�O l� P.O. Box 1179 Dave Bergen Southold,New York 11971-0959 Bob Ghosio,Jr. G Q John Bredemeyer '.2� �O Telephone (631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 22, 2010 Mr. John Condon Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, NY 11952 RE: CAROL R. DENSON 750 OLD MAIN ROAD, SOUTHOLD SCTM# 56-6-8.7 Dear Mr. Condon: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, September 22, 2010 regarding the above matter: WHEREAS, Condon Engineering, P.C. on behalf of CAROL R. DENSON applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated August 20, 2010, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on September 22, 2010, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 9 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of CAROL R. DENSON to construct an approximate 1,400 square foot second-floor addition to the existing building, install a French drain throughout the parking lot, install a 25' vegetated buffer along the landward side of the retaining wall, and install a post and rail fence or an approved equal at the edge of the buffer zone; with the conditions of the installation of gutters to leaders to drywells to contain roof runoff and in accordance with Chapter 236 of the Town Code-Storm Water Runoff, a line of hay bales with silt fencing is installed prior to construction; and as depicted on the site plan prepared by Condon Engineering, P.C., last dated September 29, 2009, and stamped approved on September 22, 2010, and also as depicted on the re-vegetation plan last dated November 4, 2009 and stamped approved on September 22, 2010. BE IT FURTHER RESOLVED, that the existing structure is not to be demolished and if there is a reason for the structure to have to be demolished, new permits must be applied for prior to demolition. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $100.00 Very truly yours,, Jill Doherty President, Board of Trustees JMD/eac 0 d�o�uxFot�.� Jill M.Doherty,President Town Hall,53095 Main Rd. James F.King,Vice-President W P.O.Box 1179 Dave Bergen Southold,NY 11971 Bob Ghosio,Jr. Telephone(631)765-1892 John Bredemeyer O! J* Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: cax-O 1 , J&—n�rl Please be advised that your application dated 19UqLA54c.90,c9c)I c) has been reviewed by this Board at the regular meeting of ob/ and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project ✓ Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1 st Day of Construction ($50.00) % Constructed ($50.00) Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: �o/o TI TOTAL FEES DUE: $ m �to "� C BY: Jill M. Doherty, President Board of Trustees SCOTT A. RUSSELL JAMES A. RICHTER, R.A. SUPERVISOR p ENGINEER TOWN HALL - 53095 MAIN ROAD f1� v TOWN OF SOUTHOLD,NEW YORK 11971 qw �, Faz. (631)-765-9015 Tel.(63p-765-15W JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD r- - Martin H. Sidor - September 24, 2010 Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: "The Old Barge' Site Plan F` SCTM#: 1000-56-06-8.7 - ~ -- Dear Mr. Sidor: As per a request from your office, I have reviewed the Grading&Drainage Plans"Cl &C2" dated 6/2/09 prepared by Condon Engineering and the Re-vegetation Plan dated 12/11/09 prepared by Araiys Design for the re-development of "The Old Barge" Site Plan. Please consider the following: 1. In a letter from the applicant, it has been noted that the original drainage design did not meet the minimum requirements necessary for DEC approval. The current drainage design that has been submitted for review has been revised to meet these additional DEC requirements. At this time, I do not have a copy of this DEC permit to review. However,this current plan submitted by the applicant meets the minimum requirements of Town Code Chapter 236 for Storm Water Management. I would recommend that a copy of the DEC Permit be obtained an incorporated into the permanent record and/or Planning Board file. 2. The applicant should be instructed to notify the Town when the proposed regarding, drainage and/or Site Work is under construction. Visual inspections by the Town or a certified Engineering report will be the only verification that the work has been completed satisfactorily. 3. The Applicants letter also referenced Planning Board Approval of the proposed second floor addition to the facility. This approval for the construction of a new second story must come from a Building Department review based on the Building Code of the State of New York. If you have any questions regarding this review, please con tact my office. r, R.A. Cc: Southold Town Trustees Michael Verity, Principal Building Inspector • �o�gpFFO(,�c a Peter Young,Chairman Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 y�l Telephone(631)765-1892 Fax(631)765-6641 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., September 15, 2010, the following recommendation was made: Moved by Doug Hardy, seconded by Peter Young, it was RESOLVED to SUPPORT the Wetland Permit application of CAROL R. DENSON to construct an approx. 1400 sf. second-floor addition to the existing building, install a French drain throughout the parking lot, install a 25' vegetated buffer along the landward side of the retaining wall, and install a post and rail fence or an approved equal at the edge of the buffer zone. Located: 750 Old Main Rd., Southold. SCTM#56-6-8.7 Inspected by: Doug Hardy, Peter Young The CAC Supports the application with the Condition of a designated lateral public access path. Vote of Council: Ayes: All Motion Carried 0 pgyFFOt t Jill M.Doherty.President pV CO P.O.Box 1179 James F.King,Vice-President �� Gd Southold,NY 11971 Dave Bergen w ? Telephone(631)765-1892 Bob Ghosio,Jr. ,y M Fax(631)765-6641 John Bredemeyer Southold Town Board of Trustees Field InspectionMorksession Report Date/Time:l5l�) /0 V f CAROL R. DENSON requests a Wetland Permit to construct an approx. 1400 sf. second-floor addition to the existing building, install a French drain throughout the parking lot, install a 25' vegetated buffer along the landward side of the retaining wall, and install a post and rail fence or an approved equal at the edge of the buffer zone. Located: 750 Old Main Rd., Southold. SCTM#56-6-8.7 T�ype�f area to be impacted: G,Saltwater Wetland _Freshwater Wetland _Sound _Bay i Distance of proposed work to edge of wetland 3 �f Town Code proposed work falls under: _Chapt.275 _Chapt. 111 _other Type of Application: _✓Wetland _Coastal Erosion _Amendment —Administrative—Emergency_Pre-Submission Violation Info needed: / r " ,4e o/) Modifications: Conditions: Present Were: .King �J.Doherty Zi. Bredemeyer D. Bergen/ B.Ghosio, D. Dzenkowski other Form filled out in the field by Mailed/Faxed to: Date: . . 1. r. vy 1 �� �� �., n .� i iL.... , � �- .., -. w AW -AMMO16» i m s � r: s , \ SIP " THE OLD BARGE RESTAURANT Condon Engineering, P.C. OLD MAIN ROAD V55 Rem SOUTHOLD,NEW YORK Mtl10ck.NmYuk ll9SL PHOTO SITE PLAN S� N' v r � z,y Y t� �wwww� - . �'" �� .a.�,., w- - _ � ice", '?„� ��-4 -. � ,,, $s� 7 sT4 � V 9 �� v. �y � "��' �,vsy ���1k Mrd. 4� . ..f. � �. � I ?- ' 1r. > V I' �: . ,. ___ �. .. { .. ._„�..a, L_:�1 ,' J ,9 mewan smv �.,. ,�. a�\�i+ ♦iY'� � �\l, � u' ^IO • MAN ♦pyn ♦.w. n e 3 iP °,ego "r„ �. r• \`,y'w� s �`p� �f =Y a♦ \\xn J" � • \ \ tit—.y� ` `p ..O • ,Y gnu - -.\1J� '\i(� �S�\ P",f. m'ewen.we iJ ' �iu• � 'E"SrOc v } tl 3J Sn s Y _r✓•l � t ue� �e°nn ,9 pYiV� \l\J ♦' // `,�♦P 3 ♦u' J/�� Paz �" y"1A °pP o 4v ♦f $ .W� � id� \ U d •/ ♦yJ moi x5 v a s _ _ —. — Iro.icE COUNTY OF SUFFOLK © E SIXIiHWO �C1d1 v0 i :ti' Izu � — — - -- — Ped haperty lax Service Rgency r .__ -�- -- _�__ _-•-_ - -_ �„�„� ��,�., usm � 056 Hx r,..� •••� `^ • w r ..n u.—n-- rc .u�u•m rt.r ro[xn,u nm¢.mn 4 m � SQOO GROPEPiY MM .� rar. o—nw ww.�. .w.nu • .r n uw In OFFICE LOCATION: SOF SO MAILING ADDRESS: Town Hall Annex �0� Ol0P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Cn Telephone: 631 765-1938 Fax: 631765-3136 00UNTV,Nc� r� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Jill Doherty, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: September 16, 2010 Re: Proposed Wetland Permit for CAROL R. DENSON SCTM# 1000-56-6-8.7 CAROL R. DENSON requests a Wetland Permit to construct an approx. 1400 sf. second-floor addition to the existing building, install a French drain throughout the parking lot, install a 25' vegetated buffer along the landward side of the retaining wall, and install a post and rail fence or an approved equal at the edge of the buffer zone. Located: 750 Old Main Rd., Southold. SCTM#56-6-8.7 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the denoted following Policy Standards and therefore is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney • ����ggfFO(�.cOG Jill M.Doherty,President Town Hall,53095 Main Rd. James F.King,Vice-President P.O. Box 1179 Dave Bergen Southold,NY 11971 Bob Ghosio,Jr. y'�/(Jl �� Telephone(631)765-1892 John Bredemeyer Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only Coastal Erosion Permit Application _ Wetland Permit Application _ Administrative Permit � _Amendment/Transfer/Extension ✓Keceived Application: �ceived Fee:$i� �t'�ompleted Application Incomplete Jn _SEQRA Classification: Type I_Type 11 Unlisted_ _Coordination:(date sent) !' LI WRP J Consistency Assessment Form f, _ /CAC Referral Sent , �teofInspection:_ L�"I,l�j� � _. _. _. A � _Receipt of CAC Report: _Lead Agency Determination: t--- F --- t --- ------ _Technical Review: _,,Kblic Hearing Held:_ Resolution: ,� Q ,\� Name of Applicant eAaa' "�-, 4vs O fjj� Address l(i y 1 0eA)M 47CA /Qf� �+�hlbi e D6q 711 Phone Number:( ) 30Z 'A!- q9 0?7Q Suffolk County Tax Map Number: 1010,0 - S(v —0& " 2,1 �/ ,/!// ,Q� Property Location: 1 oy) O�� /�°�� �O r�yy �� I ift<�'/�/R va .Avyw ?5j - o-F �� t`�Qcy� oSovS,a�a�%l��,v 20 (provide LILC V(O Pole#, distance to ross streets, and locatio/n,), ' a AGENT: DAfj L06>0� �1 �� b06t10 —0� 1 �' (If applicable) Address: I 7!)v / �r47rlT�CY �G Phone: 631 —coy-t)�51 C-or* • Board of Trustees Applicata vc, GENERAL DATA/ Land Area(in square feet): P�/ tz 0uARz— r6,rr Area Zoning: �pa/d1E Previous use of property: Refs%AURAK) Intended use of property: 12FsTfw2,iN f Covenants and Restrictions: Yes �No If"Yes",please provide copy. / Does this project require a variance from the Zoning Board of Appeals Yes No If"Yes",please provide copy of decision. Prior permits/approvals for site improvements: Agency Date 7)6G f 73 -U1GG5 V /1/4-71- -r&srd ?h11—o No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? No Yes If yes,provide explanation: Project Description(use attachments if necessary): N!S Aeos c 6tlrwgs, -AO OFeM 1_�a, oN F�rsr/A)6 tf� 12MI-AL) e Nt1T &J11,10J6 , 41V -AW,vn cpff-RAN (PAIK&A!Wog1 Is nO • Board of Trustees Applicat��n COASTAL EROSION APPLICATION DATA Purposes of proposed activity: PZM2 AAD/r/DN.AIWO JC/IKf�T J o Are wetlands present within 100 feet of the proposed activity? No /AN Yes Does the project involve excavation or filling? No Yes If Yes,how much material will be excavated? d (cubic yards) How much material will be filled? U (cubic yards) Manner in which material will be removed or deposited: Describe the nature and extent of the environmental impacts reasonably anticipated resulting from implementation of the project as proposed. (Use attachments if necessary) *& P2(IRr . WY814S &tLDld1G AAJ (PVr LEW- AAST l N�� t3r�e�6 /2 TtKJRttrt/T /_34 ?4C TQ-Q S /ssuC �4 Pe-91hi T, ��16�� �Ju Me- ,p 1M if I SSD 1 1 2010 ARPalla 796- A-DDinoly ,AND Auo I/UGGVAFS 7W Z) IMA- i JX12a)tvw � EXWA��si �D TA11- �rTf l �(�uCtE tDP_A J S(-)SiM IW()c.&VO f7i _ IA( & I.OT— of 2s U6Gcr*T(0A1 rl c.O u6 J r4j5�: /-A11DlvA2[7 S /DE' O,' 1#C- RX-1-9V Iii 14 (1/116' , • Board of Trustees Applicatt WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: ✓`�OAU F-> F LD0V— A-Pb/pod }}PX634*A??Z 00 S E 7D EXiSTAIC �Vrc.Di�J6 Area of wetlands on lot: (D,9 0 square feet Percent coverage of lot: (0. 3 % Closest distance between nearest existing structure and upland edge of wetlands: O feet Closest distance between nearest proposed structure and upland edge of wetlands: 0 feet Does the project involve excavation or filling? _No Yes If yes, how much material will be excavated? — cubic yards How much material will be filled? cubic yards Depth of which material will be removed or deposited: feet Proposed slope throughout the area of operations: ' Manner in which material will be removed or deposited: Statement of the effect, if any,on the wetlands and tidal waters of the town that may result by reason of such proposed operations(use attachments if appropriate): TUE SIT—C Wl ( (L 1T)C S(6A)IF/PINT4. 1� IPAPCOeD UL(ZQ t)1h N T-# 90 6— 'D027t 1k4, &✓ SOSrE6 MVD A IPS tA6CMPP N p(a�) ofNflTJ(/E-10Lf�NrW(P,S ur;1 la r -A 2S ko-r P OFF.52 ZDNd— t7c.0N � & r-r 4A$)j)W*2D 6rDC 0'f- T*E l rNON6 61IT20 • SEQR PROJECT ID NUMBER APPENDIX C STATE ENVIRONMENTAL QUALITY REVIEW SHORT ENVIRONMENTAL ASSESSMENT FORM for UNLISTED ACTIONS Only PART 1 -PROJECT INFORMATION (To be completed by Applicant or Project Sponsor) 1.APPLICANT/SPONSOR 2.PROJECT NAME &e6z' R, 6EA150k) _gMWD F421e_ a�r N 3.PROJECT LOCATION: (\� Municipality Sacs imoc-D County u auG. 4.PRECISE LOCATION: Street Addess and Road Intersections. Prominent landmarks etc -or provide map ,7 50 Oto Atli QOAD 39UTr 04.0 , V( I f y 7// 5.IS PROPOSED ACTION: ❑ New ❑Expansion rRoodiflcation/alteration ,\ 6.DESCRIBE PROJECT BRIEFLY: 7#/5 ,^� J& ZZ7LLJJ C-S 801t--T JlAl6 MJ � �� ( i2O6C. &0 � a/ST/N6 /�`/e6e- ?&CS71AR)ftT 1301C7M/6, 7.AMOUNT OF LAND AFFECTED: Initially 0 acres 0 Ultimately acres 8.WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER RESTRICTIONS? Lalyes ❑ No If no,describe briefly: 9.WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? (Choose as many as apply.) FIResidential ❑Industrial W Commercial ❑Agriculture ❑Park/Forest/Open Space ❑Other (describe) Esrau(a-&+)T 10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (Federal, State or Local) I�Yes 0N If yes, list agency name and permit / approval: 8V(6Df0V& J5i6p7; Tdu)aJ SOOTffOLC) 11.DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? rte/Yes ❑No If yes, list agency name and permit / approval: SDEC, i� - 93g-0111 Q0003 12..��A""S A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT/ APPROVAL REQUIRE MODIFICATION? Dyes No I CERTIFY THAT p THE INFORMATION �PRRtO/VII'D�gEDD�ABOVE IS TRUE pTOO THE BEST OF MY KNOWLEDGE Applicant / Sponsor Name S ko �' JGIV` ma- I Awe, rn"f IM Date: T>�zcru Signature If the action is a Costal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment PART It- IMPACT ASSESSMENT o be completed by Lead Agency) A DOES ACTION EXCEED ANY TYPE 1 THRESHOLD IN 6 NYCRR,PART 617.49 If yes,000rdinate the review process and use the FULL EAF. ❑Yes ©No B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR,PART 617.67 If No,a negative declaration may be superseded by another involved agency. ❑ Yes a No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED NTH THE FOLLOWING:(Answers may be handwritten,0legible) C1. Existing air Quality,surface or groundwater quality or quantity,notes levels,existing traffic pattern,solid waste production or disposal, potential for erosion,drainage or flooding problems? Explain briefly: No C2. Aesthetl%agricultural,archaeological,historic,or other natural or cultural resources;or community or neighborhood drarader?Explain briefly: No C3. Vegetation or fauna,fish,shegfish orwildiife species,significant habitats,or threatened or endangered species?Explain bftffy. No C4. A community's existing plans or goals as officially adopted,or a charge in use or Intensity of use of fend or other natural resources?Explain briefly: No C6. Growth,subsequent development,or related activities likely to be Induced by the proposed action?Explain briefly: No C6. Long term,shod tern,cumulative,or other effects not identified In C1-C6? Explain briefly: No C7. Other ImpactsQncluding changes in use ofeltherquandly ortype of and Miefl . No D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA(CEA)? IN yes,explain briefly: ❑ Yes ❑✓ No InTHERE LIKELY TO BE CONTROVERSY RELATED TO POTENTIALADVERSE ENVIRONMENTAL IMPACTS? Ifs e In: No PART IN-DETEPMNATION OF SIGNIFICANCE(To be completed by Agency) INSTRUCTIONS; Foresch adverse effect identified above,determinewhetherk Is substantial,large,tmportentorotherwisesignificant. Each effect should be assessed in connection with its(a)setting(i.e.urban or rural);(b)probability of occurring;(c)duration;(d)imaverelbilty;(e) geographic scope;and(f)magnitude. If necessary,add attachments or reference supporting materials. Ensure that explanations contain sufflctentdeted to show that all relevant adverse impacts have been identified and adequately addressed. Hquestion d of part fi was checked M thedeternination ofsignificance mustevaluate the potential impactofthe proposed action on the environmental charactedsticsofthe CEA Chackdit box Ifyou have Identified one or more potentlallylarge or significant adverse Impadswhldt MAY occur.Then proceed directlyto the FULI EAF andfor 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 actlor WILL NOT result In any significant adverse environmental impacts AND provide, on attachmenfs as necessary,the reasons supporting to determination. Board of Trustees r 7— Name Name of Lead Agency Date Jill M. Doherty President int orName of Responsible Officer in Lead Agency Title of Responsible Officer f Signature o ponsib Officer in Lead Agency Signature of Preparer(If different from respo b o cer) Qyzz�' , Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: s.C.T.M.a: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A (000 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN Wssfi T 3—(lon 'gloo r- "[— CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? � (fy� 1 Will this Project Retain All Stone-Water Run-Off (Include Total Area of all Parcels located within / l y 0610 Sr. G Generated by a Two(2')Inch Rainfall on She? the Scope of Work for Proposed Construction) (This item will include all runoff created by site ❑ b. What is the Total Area of Land Clearing clearing and/or ConsWction activities as well as all and/or Ground Disturbance for the proposed O Site Improvements and the permanent creation of Construction activity? impervious surfaces.) PROVIDE BRIEF PROJECT' DESCRIPTION I—AtlditlonY Popes.Needed) Drainage Does the Site Plan and/or Survey Show All Proposed /❑ Drainage Structures Indicating Size&Location?This ✓ �j��y��'' N /��.�� 7�� Item shall include all Proposed Grade Changes and 7AS )W&r CM f 1U, r.Jt/f U06 Slopes Controlling Surface Water Flow. Ul�AE2 wVG� 1 Ti 3 Does the Site Plan and/or Survey desc be the erosion ❑ N I and sediment control practices that will be used to }t' t can '1 control site erosion and storm water discharges. This AILID TOI'!�M (� A/G item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling,Grading or ❑ Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards (L of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities © — Encompassing an Area in Excess of Surface?Five Thousand (5,000 S.F.)Square Feet of Ground 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements or within One Hundred(100')feet of a Welland or Submission of a SWPPP is required for all Construction activities Involving soil sea Sf mr �w���agE��'E g ����D y •--,SD C disturbances of one ry)or more acres; including disturbances of less Man one acre that 7 Will t be SiIS preps a ori on Ezisting�ra a SIP lopeass am pan of a larger common plan that will ultimately disturb one or mom acres of land; which Exceed Fifteen(15)feet of Vertical Rise to including construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit Is required for storm water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious ❑ / for Storm V/ Storm Water Discharges from Construction activity-Permit No.GP.0-10-001.) Surfaces be Sloped to Direct SloRn-Water Run-Off 1.The SWPPP shall be prepared prior to the submittal of the NOT.The Not shall be into and/or in the direction of a Town rightof-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, E]required,post-xmsbrm M ucion stowater management practices at will be used and/o Removal of Vegetation and/or the Constriction of any constructed to reduce the pollutants in stone water discharges and to mum Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit.In addition,the SWPPP shall Area?(This item Yds NoT Imclu&the Imfanaaom w omveway Aprons.) identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice in a Bar and the construction she disturbance Is between 5,000 S.F.t:1 Am In area, component shall be prepared by a qualified Design Professional Licensed in New York a Srorm-Water,(trading,Drainage a Erosion Control Plan is Required by the Town of that is knowledgeable in the principles and practices of Storm Water Management Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit (NOTE: A Chea Msrk(.j) and/or Anawmforearh Ouesrion is Required for a Complem Appksaen) STATE OF NEWIPO tK,'O�J COUNTY OF. ?� ��.......SS That I,.... �.. ... � being dui swom,deposes and says that he/she is the applicant for Permit, .......(Name.. .......ant)...... ........ Y P P (Name of individual signing Document) And that he/she is the Q ...... . (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before ��me.this- .....................1..✓---....... . day of ..... . ............... 10ZO Notary Public: ......... .....��,ti.,,J..... :(. ...�L,.�t11.-... LINDA S:'DIIDRI(7.................... fApplicant........................... (Sgnalure of Applicant) FORM - 06/10 Notary - My Comm.Expires Nov, 20, 2010 • gyFFO�,�c Jill M. Doherty,President w Town Hall,53095 Main Rd. James F.King,Vice-President ; P.O.Box 1179 Dave Bergen 1, Southold,NY 11971 Bob Berg Jr. sV' Telephone(631)765-1892 1 # '�' Fax(631)765-6641 John Bredemeyer BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of CAROL R. DENSON COUNTY OF SUFFOLK) STATE OF NEW YORK) l n n nl AFFIDAVIT OF POSTING r a I,, SCAY) Q On 041 Uc residing at/dba 1 7S C / 1 1 0 1-f do�L k q ( H being duly swom, depose and s y: That on the day og , 2010, I personally osted the property known as I tie CJ ( � AC6 5 © t✓ t!„(7 X by placing the Board of Trustees official poster where it can easill be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wed September 22 2010 on or about 6:00 PM. Dated: (sign Sworn to before me this day of �;;-200 i i /'Notary Public BABETTE CORNINE Notary Public, State Of New York No. 01C05792800 Qualified In Suffolk Commission Expires �.A( PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: CA�e � �efer �r I � I Carner D� j fS7!/ Jw ^ r�eirSe/9 r h2 Qgrre CA e& t lJPh sVti ( � . I lli/Ji�� Tlliyosch Ssi�+irr�KSt 5(o- b-i1F /U SCo — "�- 7l 61U [dSMfIL Dor Q)661 --P)-er4 AC611if -Ia47 (?QA Ql� Tenn ay Tgm .Tr Q allolo3 rn (Ch STATE OF NEW YORK COUNTY OF SUFFOLK C h residing at V being duty sworn,deposes and Says that on the day of a 1- 20110,deponent mailed a true copy of the Notice set forth in the Board o stees Application,directed to each of the above named persons at the addresses set opposite there respective names;that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold;that said Notices were mailed at the United States Post Office at M A H I tyC/ that said Notices were mailed to each of said persons by (certified)(registered)mail. Sworn to b fore me this&—'LDay of Notary Public BABETTE CORVINE Notary Public, State Of New York No.OIC05792800 Qualified In Suffolk County Commission Expires 84/87/2818 88:46 765664 HOARD OF TRUST F'C1GE 8i NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES.TOWN OF SOUTM� In the matter of applicant C P-6 ( Tek, So k) scTnnax_ YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permfi from the Board of l o o r Tnrsteesto: 'To CenS'fr �c4 Qh / �(605g ,�/ �eC'oxd G ddi trap -to"e- �C � Sfi�� S. iju� Idinr�� If7g, (( Ai// Prphct,. I)raiiU -thh &. ih (TAl2(<rn l InStAil . ai- ) vple+A -re R burr �r w r-enC� (Nn�Wldrd a hefA 'A ��� � lc w %/. 2. That the pm4Wrty which 19 the subjecx of Environmental Review,is located adjacent to yourRTparty and jp described as follows. 3. That the•proiect which is subjecfto,Environmental Review under Chapters 98,111 and/or.275 of the Town Code is open to Public comment on: DATE: �Q(h-fP rN t- ci of c2 0 / D You may contact the Trustees Office at 785-1892 or in writing. The above-M%renoett proposal is tinder review of the Board of Trustees of the Town of Southold and does riot reference any other agency that Right have to review same Proposal. PROP.EIm OWNERS MAME. CA ,I_a Q n S m h MAILING ADDRESS: // �{ . e r PHONE#: v - AGENT: u T 9 MAILING ADDRESS: 12 ,^ r' PHONE# i/ Eno: Copy of sketch or Plan showing Proposal for your convenience. • Board of Trustees Applision County of State ofd A0d,4_ C-iG�OL P. `NSO /o BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S)OR REPRESENTATIVES(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. Signature SWORN TO BEFORE ME THIS DAY OF 20YO ,Notary Public LINDA S. D110RIO Notary Public-State of Delaware My Comm.Expires Nov,26, 2010 • Board of Trustees Appl_ic n AUTHORIZATION Jk nq.. (where the applicant is not the owner) I, �s0o residing at (print owner of property) (mailing address) do hereby authorize (Agent) � to apply for permit(s) from the Southold Boacrd of Town Trustees on my behalf. (Owner' s signature) 8 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold s Code of Ethics prohibits conflicts of interest on the pit of town officers and emolovees.The numose othis form is f ig provi4e information which can alert the town of possible conflicts of mterest and allow it to take whatever action is necessary to avoid YOURNAME: �/rt"�Q� t��'—"� (Last name,fust ndme,diddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (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 the relationship between yourself(the applicantlagent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): _A)the owner of greater 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 noncorporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted d 1 —ZVO Signature Print Name (7-41W4, Oe- D67USQ At Form TS I Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION �J SCTM# (P - IS. 7 The Application has been submitted to(check appropriate response): Town Board R Planning Dept. 0 Building Dept. 0 Board of Trustees tJ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital Q construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g.grant, loan,subsidy) (c) Permit,approval, license,certification: ®' Nature and extent of action: �)QI C-Drki(� 0 0 Location of action: 7O OGD Af}W ROAD_ 600WA AJ LJ Site acreage: 11q Present land use: JESTAy o-'WO Present zoning classification: AACM C 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided::] (a) Name of applicant: ( rat,I� /�K DoOa A) / �_/ (b) Mailing address: q W efov� f I emA r F fJ6We,,rf2.K, D E 17711 (c) Telephone number: Area Code( ) 3 o a a 39- oq (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No 12 If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development In the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III-Policies; Page 2 for evaluation criteria. `Q Yes ❑ No ❑ Not Applicable i -SM U, 716 YAW • r i J Attach additional sheets if necessary / Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III-Policies Pages 3 through 6 for evaluation criteria ® Yes ❑ No ❑ Not Applicable A-017-7-690i' i quo{rye UP 0 0 Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ® Yes Q No Q Not Applicable EUPPCE LEVELk jmA oos G/ic(, cV A4) P7109Weyr3UAA r OF WGAM1a, XM„ s /iuP P200A wEus 2E ' IVSD FROM E w MAVrA/ A iek 44 r N uSIsES A A�GHrfcc71�A4G- ! /71t� L6o -R ieoo 64) ADDr 'AIR A77PEvrofJ �A PO4) XkgSANES � V8-Pr M /J" NATURAL COAST POLICIES J Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes El No El Not Applicable p MW1A4f2C OSS Op AIA7()A(, k6SOO6flICp r 5/6 r rC+gry 7 " N G -7b r JV lnr.I f uc� f 1P9 E ttl/N� CG . - )E- Attach additiondl sheets if necessary t ;?5 �-6 y �i111�-7t_��� AI `]��M1AJ'V6 WALL, Policy 5. Protect and improve water quality and supply intheTown of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria M Yes 0 No []Not Applicable -':-?7E- I A-6— M d ED / G/ AL1 BUt /S QED " ajL &(,!;40P A415PWS Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. WYes [] No D Not Applicable 7�75�i1GGfIT7at7 OFN rTE'?�k`A�*�A6ES��F�K -AA;D I—A-C USZ- O iucrinJr N Mg; E751M CH 190 7Z P-41) N /9-P O E 7004) Ic rA��cs , Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes Q No® Not Applicable ZM 100006-r-T' AI(IA_. f-(AVE- AID l r ©r1 4t2 ()L9 <7�_ Attach additional sheets if necessary Policy 8. Minimize environmental degradation m Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. 13 Yes ❑ No ® Not Applicable £ l T)"089D&rT OM iN ZWE..7081AL PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. n ECLI YeD NoEa Not Applicable 5 PA'OeMr Attach additional sheets if necessary WORKING COAST POLIS Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable tcs If &MIRj6 O/C u Ti DIAIr. ING 1,5 AWEGRV �/V &%6&Tti v — aoQ &jtr# 08,e71J,6 r Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No �A Not Applicable MU, o vE i M A,A 19- 9E 05"KCA S - Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III'— Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No© Not Applicable YU nCT Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Is o/STT 6 IG 7q-6 'F PREPARED BYCJ "C 11. 11' TITLE ///Qlllx �4WIIP.�ATE 0 0 TO: Ms. Elizabeth Cantrell, Clerk Board of Town Trustees Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 FROM: Carol R. Denson 1184 Comer Ketch Roa ji Newark, Delaware 19711 (302) 239-0979 ' Email: crdensonng udel.edu DATE: August 18, 2010 Tc" RE: Re: Permit Application for Upper Level Addition to The Old Barge Restaurant, 750 Old Main Road, Southold SCTM#56-6-8.7 In reference to the above application, attached are three sets of documents, each of which contains the following. Trustees Application, Short EAF, LWRP,Authorization and Transactional Disclosure Forms Pictures of the site with site plan Grading and Drainage Plan prepared by Condon Engineering Revegetation Plan prepared by Araiys Design A $250.00 check for the application fee is also included. This application is for a permit to construct an upper level addition to the existing restaurant building located at 750 Old Main Road, Southold. On July 21, 2004, the Board of Town Trustees had issued a permit, # 5964, for this upper level construction. That permit expired July 2008. In the interim, we were unable to obtain the requisite permits from the NYSDEC before the Board of Town Trustees permit expired, because of drainage issues with the NYDEC. NYDEC required a drainage strategy that was different than the one approved by the Planning Board. The issues have been resolved. The NYSDEC approved our revised drainage plan and issued a permit on January 19, 2010, (#1-4738-01665/00003). 0 0 As a result, the site plan initially submitted to the Board of Town Trustees has been modified in two important, environmentally enhanced ways, as noted below. 1. A Grading and Drainage plan that includes a French drain system will be installed throughout the existing parking lot. 2. Revegetation plan that consists of a 25 foot buffer zone created with plantings of native grasses and shrubs along the landward side of the retaining wall. The plans for the second floor addition to the building have not been changed and remain the same as those approved in Permit#5964. One set of the construction plans is enclosed. rule J I CONI � G�D� �► EX. 1-5TORY FR. I I Jcl ARAIyS I I SIG N — - RESTAURANT - I LANDSCAPE ARCHITECTURE - - -- (THE OLD BARGE) Landscape Archltects I 51te Planners CONC - — - - _ Development Strategists - - _ - Agawam Studio 38 Nugent Street - -_ _- -- -_ — T _/� - -- - - I PulteB S G �' AG 3-47 IS 3 — A 6311)) 2 ea11 N( UgbB {7 N _ (631) 283-1131 (office) .8� /\�/I PM � - _ _ (631) 2153-6677 (fox) Ij 7 I f r/ ��/_I�� S eD info@araiysdesign.com I I MS//R-- 1 I PROPOSED IT UPPER � 1�AUG 2 0 2m0 I OBSERVATION DECK _ F I p a PROPOSED � 7 APPROVE d - - RD OFBY Z I S CONC UPPER Q > - jABLEVELo 900 N BOA LI,T 3 BRICK I ° PM -- N TO F SOUTI-ICl! U Q z I I _ O Lu a y�tJ WIDE MULCHED PATH ___ AG 53-4) - PS - - // AG (4-5) I Q DATE g a /!�- w € ICC a cLLJ D € MP I PM t - V j � a AG (3-4) - - -- - O I PM t Lu \ 1 T M3 � � J / � / O F G E �� II " v 'o 5 U a ti WOOD WALK W OD WALK WILL SE o, If A5 — ELIC WAY 1 I DOWN PROVIDE STEPS _ M . E _ - - OulLO ` ^I — _ — � \ 0 5' 10' 20' 401 V — j AB _ _ � E A 4 5) w,, �, 52- _ _ _ - i 1 REVEGETATION PLAN I - w E a j _ _�' — SCALE: 1 " = 10'-0" SCALE: 0-10'-0" a Lu Lu 565°5210011W � .%' o m ry- � 0 0G A Revisions — L� No Date Description Fv - - I SITE PLANT LIST QTY. 5YM. BOTANICAL NAME COMMON NAME 51 ZE ROOT REMARKS 5111 N& a I 1 - 5HRUB5 19 AG Amelanchler canadensls DOWNY SHADBLOW 3-4' BBB MULTI-STEMMED, FULL AS SHOWN - a 25 AG Amelanchler canadensls DOWNY 5HADBLOW 4-5' BBB MULTI-STEMMED, FULL AS SHOWN _ 56 MP M rlca local NORTHERN BAYBERRY 24-30" BBB FULL AS SHOWN o -IS PM Prunus marltima BEACH PLUM 3 GAL. CONT FULL AS SHOWN Seal I AS 5HOWN Q GRA55E5 1,150 AB Ammophlla brevillgulata GAPE AMERICAN BEACH GRASS PLUGS CONT FULL 12" 0.6 2" MULCH. Do NOT PLACE -- IT A DISOREPANOY EXISTS BETWEEN THE PLANT LIST AND THE PLAN, THE PLAN QUANTITIES SHALL GOVERN -- MULCH IN CONTACT WITH TRUNK. MAINTAIN THE MULCH WEED FREE FOR DURATION OF CONTRACT PERIOD. 4" SAUCER RIM PLANT LPGPND SET TREE AT ORIGINAL GRADE r1IJ A. RUHPH R.L. PLANTING 501L SPAGI AS R PLAN�.- ARK OR WOOD CHIPS '15mm (3") MIN. N.Y.S. LIC. NO 852 MULCH; PINE B NOTES: SOIL SAUCER. USE PREPARED TOPSOIL 150mm W9 MIN. DEGIDUOUS Job No. I. REMOVE ALL TWINE, ROPE, III .I ,- g-'111 TREES s.c.T.M,# 1000-056-06-6.7-0 110409 WIRE, AND BURLAP FROM —III 1 `.i Tu=-p- _ II II- ROPES AT TOP OF BALL SHALL BE GUT. REMOVE Date • THIS PLAN HAS BEEN PREPARED FROM ROOT BALL. SCARIFY ROOT t III III "<9. -11 I,��—JJ� TOP 1/3 OF BURLAP. NON-BIODEGRADABLE MATERIAL ASITE PLAN PREPARED BYCONDON _- -_ - 11/04_/09 BALL IF CONTAINER GROWN �� �- _ LAND SURVEENGINEERINGYOR-MATTITUCK IN Y., Scale AS NOTED m SHALL BE TOTALLY REMOVED /''� /� 2. BACK FILL WITH EXISTING 501L.i-- 1 II // >' h M f1 T J'- 1 J -- �,_J( � ' / SHRUBS LAST REVISED ON SEPTEMBER 29, — a PREPARED ADMIXTURE BACKFILLJ" Drn. By IN SANDY LOAM SOILS: ADD 50% III IIIJ�JJI III -ll -J� `— PREPARED 5UBGRADE PEDESTAL 20IS MRM a THIS PLAN HAS BEEN PREPARED FOR j ill MAX. BY VOLUME COMPOSTED U - L �i��' %' �I �= [. = Jj�J(J J�Q_ ll[ -Lil SITE PLAN APPROVAL ONLY THIS PIAN Chkd By d ORGANIC MATERIAL TO THE —III=i, 1 2X BALL DIA MIN. _ IS NOT TO BE USED FOR A CONSTRUCTION PURPOSES Drawing No N `GOMPAGTED SUB GRADE BEACH AREA= 61,938 S.F. EXISTING 501L. FIRM MIXTURE AT �, _1�,y,l dal Il LL_, GRASS i 4218 .F. a, 12 INCH INTERVALS - THOROUGHLY SETTLE WITH WATER. • OWNER: CAROL B.DENSON a e OLD BARGE RESTAURANTRP1 c) a 2 SHRUB PLANTING DETAIL o MULTI-STEMMED TREE PLANTING DETAIL — SCALE: NOT TO SCALE NOT TO SCALE 0 d kA5 �'E N6313 TEST BORING B-1 kA y2 EL:4.5.,_ HA5HAMOMUCK P "A - 6' CLAY AND OD Q - N DEBRIS �OA ,AAmoi/ N p�Q WATER CLOY v LO%'f 8 \ \\ AND DEBRIS N\ �p UTIL.POLE 7 \ E J PPNE%� 13 ��� �/ / ( ` O O O��3 DG-f,OF GONG O / 'COT 17 I// //\/\ (� `1 / I G WATER IN GRAY CLAY(CH) -0.0' \. / I S SITE LOCATION D�LST(NG � I I WATER IN 51 BROWN FINE TO COARSE 3 p. xA �� \ EXISTING I \ \ -h / -( Y J �' I I I\ SAND(SW) WATER TEST BORING LOCATION \ METERh \ \ ` � \ \ - \ -/ / I WATER IN GRAY OYO OPOLEUTIL / \ IG 15 ,/\ y -/ ' �\ \.- / \\ // / I \ CLAY(CH) 2� O ,,A? / 5 \ EXISTING 6.5 \ \ / EXIS`ING // / \ ` -170' \� \ - O SCALE: Pf. DISTIkIBUTION // // \ GROUNDWATER ENCOUNTERED IN p 3\'Z \ N -- - .CHAM)BER / / \ BELOW SURFACE. \47 \ // \\ TEST HOLE BORING BYMcDONALD SOUTr1OLD BAY \ O ---G' \ / \ GEOSCIENCE DATED 5/19/09. 0 500 1000 EXIST AO�.\E'2 EXIS / \ �\ �\ MANHOLE NG MON OLE \\\ \ y FND.MON. LOT 14 KEY MAP yye / 2 S1 `�W/PUMP \ EX15TING fi 0 �` \ \5' EROSION CONTROL NOTES: GENERAL NOTES \ SEPTIC TING �TA K \\ 1. DURING THE COURSE OF CONSTRUCTION,THE USE OF EROSION AND SEDIMENT CONTROL MEASURES 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND WILL BE NECESSARY IN ORDER TO PREVENT SEDIMENT FROM WASHING ONTO ADJACENT OFF-SRE SPECIFICATIONS OF THE TOWN OF SOUTHOLD,AND NEW YORK STATE DEC AS APPLICABLE. \ / \ EXTENDSEPTIC SYSTEM LOCATION AREAS,WATERWAYS,DRAINAGE INLETS,RECHARGE BASINS,ETC. THE FIELD CONDITIONS ON THE SITE ? \ \ -\ S WILL DICTATE WHICH EROSION CONTROL MEASURE(S)MAY BE NECESSARY DURING CONSTRUCTION. 2. TOPOGRAPHIC AND BOUNDARY INFORMATION BASED FROM SURVEY BY PECONIC SURVEYORS LAWN A_ '}- \ BASED ON AS BUILT SKETCHES THE SPECIFIC EROSION CONTROL MEASURES UTILIZED SHALL CONFORM TO"THE NEW YORK DATED SEPTEMBER 20,2004. PX\ 5TIn�'bq�; 15}ING PROVIDED BY PECONIC SURVEYORS. LOT 15 GUIDELINES FOR EROSION AND SEDIMENT CONTROL,LATEST EDITION".\ EPTIC \ 10 DF \ 3. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS p ENC THE CONTRACTOR SHALL FOLLOW THE GENERAL GUIDELINES AS DESCRIBED BELOW OR AS DIRECTED TO BE MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR ( TANK \ PROVIDE CONTINUOUS \ BY THE LOCAL MUNICIPALITY: STRUCTURES. A MINIMUM SEPARATION OF TWENTY(20)FEET HORIZONTAL SHALL BE P \�WA�1RG FRENCH DRAIN WITH 5' MAINTAINED BETWEEN STORM DRAINAGE AND SANITARY SEPTIC SYSTEMS. \ SERVIC 6.5 \ G" DIA. PERFORATED / •SEDIMENT SHALL BE CONTAINED ON-SITE AND SHALL NOT BE PERMITTED TO ENTER ADJACENT \ \ \ for, \ PIPE AT 3'-0" BELOW GRADE / PROPERTIES,PUBLIC ROADS OR DRAINAGE SYSTEMS.SILT FENCE,HAY BALES,ETC.SHALL BE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE PROPOSED FRENCH DRAIN A306 .5 \ BURIED IN GRAVEL. // INSTALLED ALONG THE LIMITS OF DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND SHALL COMMENCING WORK. \ 5.5 SF X 12'DEEP AND 6,761 SF X V t 25 C \ / BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. DEEP(SEE DETAIL SHEET C-2) \ /// . . .\ 5. POLDRAINAGEPIPIE AS TERIAL TO BE MANUFACTURE BYAD ER ADS N-12SMOOTHE ILIAL OOF RAIN PIPES 6.0 \ '�- �:: POLYETHYLENE PIPE AS MANUFACTURED BY ADS OR AN APPROVED EQUAL ROOF DRAIN PIPES EXISTING VEGETATIONTOREMAINANDENCE REMAIN UNDISTURBED AND SHALL BE PROTECTED BY TO EXTEND A MINIMUM 10'IN TO THE FRENCH DRAIN. vol", \ �;�;:::� :':: :'::::: THE INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS. -CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE EXTENT OF EXPOSED AREAS 6. ALL ROOF DRAIN DOWNSPOUTS SHALL BE CONNECTED DIRECTLY TO THE PROPOSED ONSITE +? ?;i. DRAINAGE SYSTEM. ADDITIONAL ROOF DRAIN LATERAL PIPE AND FITTINGS TO BE PROVIDED AS \ / " AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED.GRADED,STRIPPED AND STOCKPILE AREAS \ -FGUASG ;::; ':; .� SHALL BE STABILIZED WITH THE USE OF TEMPORARILY SEEDING AS REQUIRED.CONSULT THE LOCAL NECESSARY TO CONNECT ALL ROOF DOWNSPOUTS. ape \' GREASE '" +' :' •-"- P.9;; SOIL AND WATER CONSERVATION DISTRICT FOR SEED MIXTURES,FERTILIZER AND MULCH GRAVELPAVE2 PERMEABLE PAVING EX. 1•SiTORY FR TRAP ! 'i;;rri;;::i:+irjiiii; :.::i ', .::::::: -'' UNITS BY INVISIBLE STRUCTURES,INC. 22G ' ":: a:?:rp'- . : ' RECOMMENDATIONS. CLEARING AND GRADING SHOULD ONLY TAKE PLACE AFTER INSTALLATION OF 7. DURING CONSTRUCTION,EROSION AND SEDIMENTCONTROLMEASURES TO BE UTILIZED AS OR AN APPROVED EOLIAL RESTAIURANT y �( \ Wil;:,::;:.;:;: b... NA EROSION AND SEDIMENT CONTROL MEASURES. QHEOiLOBARGE) J - NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS, N / "' N DRAINAGE INLETS,ETC, THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND (PARKING AREA TO BE RAISED TO THE \ + .�.:� 6.3 •.........:. ..... . ....::.. ... ... \ SPECIFIED GRADES AND PAVER UNITS / 41 -RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE NEW YORK \ 3� GUIDELINES FOR EROSION AND SEDIMENT CONTROL". TOHAVES EQUIRMOF60%OPEN 9g £j,% :' 2Y MON-FERTILIZED BUFFERZONE / SPACE AS REQUIRED BY NYSDEC) `/ •DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM SEDIMENT BY TORE PLANTED wTH AMERICAN CAPE -/' 8. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO 4 513 z q ''-: / THE INSTALLATION OF SEDIMENT BARRIERS,SEDIMENT TRAPS,ETC.,AS REQUNNED,, ' GOP B'FACHGRASS(AMMOPHILA / THE COP'^pv1ENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE 00 N . ... . BREVILLIGUTATA) / -THE CONTRACTOR SHALL PROVIDE THE MEANS TO CONTROL DUST THROUGHOUT CONSTRUCTION. 1a� 0 INFORM♦ TION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ALL DISTURBED AREAS SHALL BE IRRIGATED AS NECESSARY TO PREVENT SEDIMENT FROM BECOMING ACCORDINGLY IN THE FIELD. AIRBORNE. ALL DISTURBED AREAS TO BE VEGETATED IMMEDIATELY AFTER WORK IS COMPLETED. 4 N // NOh / 9. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, Z `p 3 / (� / •A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE DEBRIS FORM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE PROPOSED S'WIDE TRENCH\ 6.5 13axG f moi/ / .1N� �` MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED. ANY SEDIMENT TRACKED ONTO PUBLIC BURIED ON-SITE. EXCAVATE THROUGH BOG AND CLAY INTO AVIRGIN \ 7 G / �jZyO? ROADS TO BE REMOVED OR CLEANED ONADAILY BASIS. 10. ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICIENT STEEL REINFORCEMENT STRATA OF SAND AND GRAVEL. BACKFILL WITH SUITABLE POROUS SAND AND GRAVEL MATERIAL. wcK ,/� -EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR PERIODICALLY AND TO WITHSTAND AASHTO H-20 TRAFFIC LOADING ALONG WITH TEMPERATURE AND SHRINKAGE, / IMMEDIATELY AFTER HEAVY OR PROLONGED RAIN EVENTS. MAINTENANCE MEASURES TO BE TRANSPORT TO THE SITE AND SITE CONDITIONS AS SHOWN ON THE PLANS. :r 4- 5 1 EP5 / PERFORMED AS NECESSARY INCLUDING,BUT ARE NOT LIMITED TO,CLEANING OF SEDIMENT BASINS D SHALL AND TRAPS,CLEANING OR REPAIR OF SEDIMENT BARRIERS,CLEANING AND REPAIR OF BERMS AND i1. BE DESIGNEDAST, STRUCTURESOSUCTED AN IN TALLEDT MANUFACTURED WITH ASHP H-20T TRAFFIC ANADING, DIVERSIONS,AND CLEANING AND REPAIR OF INLET PROTECTION. BE DESIGNED,CONSTRUCTED AND INSTALLED TO SUPPORT AASHTO H-20 TRAFFIC LOADING. \ :':: . ..�- �WP>K NW,=/ O -EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED PRIOR TO BEGINNING ANY 12. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURESDETAILINGTHE W \`/' P° OTHER LAND DISTURBANCES. STEEL REINFORCEMENT AND PROVIDE CERTIFICATION BY THE PRECAST MANUFACTURER THAT STRUCTURES ARE DESIGNED TO SUPPORT H-20 TRAFFIC LOADING. / SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL O / O� UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED,AFTER PERMANENT STABILIZATION, 13. MANUFACTURER TO CERTIFY THAT DRAINAGE PRECAST STRUCTURES DEUVERED TO THE SITE ...... ..-.....•. ° MEET ALL REQUIREMENTS OF THE TOWN OF SOUTHOLD. / PAVED AREAS SHALL BE CLEANED AND DRAINAGE SYSTEMS CLEANED AND FLUSHED AS NECESSARY. O / 14. SITE AREA 1.4219 ACRES PROPOSED POSTA RAIL FENCE �.:,'-'"' ' �."•"' p0 OR AN APPROVED EQUAL AT THE EDGE OF THE BUFFER ZONE .: 3..-....:::"` 25 N DRAINAGE CALCULATIONS: A BUFFER ZONE Nps - Ta\�� TO BE PLLANTTEDED WITH AMERICAN CAPE 'i'"::�' / / G� 1\�•'I\ BEACHGRASS(AMMOPHILA THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 4" IIS Ii- BREVILLIGUTATA) ';.....��/ AT P.�\C� dry RAINFALL 1N FRENCH DRAINS PROVIDING STORAGE WITHIN THE 35%VOIDS OF THE !- / 10 p O STONE.. THE DESIGN IS BASED ON THE FOLLOWING RUNOFF COEFFICIENTS:ROOF yZ � 9 O�NN Oy AREA L.O,CONC.ORASPHALT PAVEMENT 1.gPERVIOUS GRAVEL DRIVEWAY 0.5 \PPRC7YED BY AND LANDSCAPE 0.10. '! AUG Z U 2010 1_I 5, ��° BOARD OF TRUSTEES �G DRAINAGE AREA"A": I-- --;?-= --'----' TOWN OF SOUTHOLD 0 STORAGE REQUIRED:PAVEMENT 3,016 SF X 1.00 X 4"112=1,005 CF LEGEND EXISTING PROPOSED ROOF AREAAREA. 3,900 SF X100 X 4'/12=1300 CF � '-'IL GRAVEL DRIVEWAY AREA: 23,438 SF X 0.50 X 4"112=3,9D6 CF \ FRENCH DRAIN ® LANDSCAPE AREA: 9,778SFX0.10X4"/12= 326CF zAh 9/29/09 ADD BUFFER PLANTING SANITARY SEWER 6,537 CF 9/1/0 MMENTS GRAVEL PAVEMENT STORAGE PROVIDED: - .. � FRENCH DRAIN 14,306 SF X 13'DEEP =14,306 SF X 13'/12 X.35= 5,424 CF ASPHALT PAVEMENT 0 FRENCH DRAIN 6,354 SF X 8"DEEP = 6,3514 SF X 8"/12 X.35 = 1,482 CF tiP ON J'C04'OO 0 BULKHEAD 6,906 CF THE STONE DEPTH VARIES BETWEEN IT TOI6"OVER THE 14,306 AREA AND 0'TO CONTOUR ----6=---- -6 16"OVER THE 6,354 SF AREA. r r¢ SPOT GRADE +5.5 99.7 . Plans am prepared by Condon Engineering,PC ItsaVildomnalthe New Yedr yif 81912 �1V FLOW ARROW -0 Stele Ed;aafion Law,Article 145,Sadlon 7209,foray person unless actin under the direc9on of a licemed Professional Engineer,Andhihst,or Land Sunmya,to eller ROFESSIONP\. PROPERTY LINE ------- any deals anyway.Ilan tembeadng the seolofan Engineer,Aahituni,orland Surveyors altered,the analog Engineer,Aromeof or Land Sunmyorshall ands,to gw SILT FENCE flea hdherseal aM the nolelwn'Abmd by'tollowed h hv4her signmum and Ne S.C.T.M.DIST. 1000SEC.56BLK.06LOT8.7 damofauchallemosss,ala speclflcdescdpgonalNeaiRretlen STABILIZED CONSTRUCTION EOTRANCE THE OLD BARGE RESTAURANT M m 1 DUST CONTROL ® Scale: 1"=20' Condon engineering, P.C. OLD MAIN ROAD Drawn by:JJC 1755 Sigsbee Road SOUTHOLD, NEW YORK OF MattRuck, New York 11952 Date. 612/2009 (631)298-1986 (631)298-1986 fax GRADING AND www.condonengineedng.com _.DRAINAGE PLAN POSTS-STEEL,T OR U SHAPE TYPE OR2"HARDWOOD FENCE-WOVEN WIRE 14.5 GAUGE 6"MAX,MESH OPENING FILTER CLOTH-MIRAFI 140N OR APPROVED EQUAL 1^ 36"MIN,FENCE POST o J Z i A U E RAY6ALE5 . - F ORA/NAGEINCET(TYP.) 1w-. � oN J GROUND ALUMINUM LEADER UNDISTURBED FLOW (SEE ARCHITECTURAL PLANS) NOTES: LL FLOW FLOW 1. WOVEN WIRE FENCE(MIN. 14 ill GAUGE MAX,6" ^ �— ~— MESH SPACING)WITH FILTER CLOTH OVER FENCE, 7EMBER ED BACKFILL BOUND STRAW BALES 50'MINLDOWNSPOUT ADAPTER ADS 2. FILTER CLOTH TO BE FASTENED SECURELY TO HOR APPROVED EQUAL)2X2 WOOD - - - WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" EXISTING 3'-0. EXISTING oSTAKES(TYP) AT TOP AND MID SECTION. z GROUND e, PAVEMENT (SEE CHART FOR PART NUMBER) c. (SEE BEDDING S'1 6 DETAIL) - -' 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN INTO GROUND fO FLOW EACH OTHER THEY SHALL BE OVERLAPPED BY SIX �=Ill-71„—,r-11 ,Ill; " 0 STRAW BALE INLET PROTECTION DETAIL INCHES AND FOLDED. r 2"STONE OR FILTER MOUNTABLE BERM TWO REBARS,STEEL PICKETS, PROFILE CLOTH (OPTIONAL) \ � \\ '\ 4. MAINTENANCE SHALL BE PERFORMED AS RECYCLED CONCRETE NOTES: OR 2"X2"STAKES DRIVEN "�\/� �\� 4"VERTICAL NEEDED AND MATERIAL REMOVED WHEN"BULGES" PROPOSED GRADE 1.BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR Z INTO GROUND.FIRST � FACE DEVELOP IN THE SILT FENCE, AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. STAKE DRIVEN AT ANGLE WOVEN WIRE FENCE MIN, 14112 SECTION 50'MIN. TOWARDS PREVIOUSLY LAID BEDDING DETAIL ( GAUGE MAX.fi"MESH SPACING) 2 EACH BALE SHALL BE 450 BEND(MAX) AND PLACED SO THE BINDINGS ARE 3 R RE-BARS LL BES SECURELY ANCHORED N HOREDE? THE FIRST STAKE N TWO STAKES FLUSH WITH TOP OF BALE '" (TMP GROUND 6"MIN, INTO THE fi"ADS PIPE(LENGTH VARIES) EMBEDDEDIN THE SOIL A MINIMUM OF 4 INCHES STAKES - . BALES N PLACE BY EITHER EAC POSTS ) 35' MIN, FENCE POSTS a ^, 70'MAX CENTER TO CENTER DR ' ANGLE FIRST STAKE TOWARD '"' i • BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE ^ w z m PREVIOUSLY LAID BALE r SNAP CONNECTION g TO FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH � =CXROSTUIND � - WITHTHEBALE. I¶, ^ HEI dT OF FILTER a _ 450 BEND o Flow ^ a5'- ry IL Is-MIN. z PART# PIPE SIZE A B C a s 4.INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BET' ENE - N 0364AA 3" 250" 3,25" 4.75" o MADE PROMPTLY AS NEEDED, _ _ ,, „ '�. ' 10'MIN,OR MATCH '� 0464AA 4 2 50 3.25 4 75" zz _ ADJACENT ROAD WIDTH 5 0465AA 4 325" 4.50 500" a 5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS PLAN 0466AA 4" 2 56" 2,5fi 4.fi3" 6"ROOF DRAIN z SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE 0664AA 6 3 62' 5 63 643" LATERAL(TVP)WITH 6" PENETRATION INTO O6fi4AC" 6" 3.fi2" 5.63". 6.43" NOTE; 6"X 6"WYE GROUND TNOTE:ENANCE TO INCLUDE PERIODIC TOP 70'MIN, "Part 0664-AC Is PVC (SEE SECTION) ELEVATION DRESSING WITH ADDITIONAL STONE AS NOTE; 6"ADS PIPE MAY BE —DISTANCE VARIES —� ANCHORING DETAILUSED WHEN A DOWNSPOUT IS REQUIRED, IT DIRECTLY TOA I DRAINAGE PLAN) G�EE GRADING D DRYWELL. STRAW BALE DIKE DETAIL SILT FENCE DETAIL STABILIZED CONSTRUCTION ENTRANCE ROOF DRAIN ADAPTER DETAIL PRECAST STRUCTURE NOTES: 1,ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICIENT STEEL REINFORCEMENT TO WITHSTAND AASHTO H-20 TRAFFIC LOADING ALONG WITH TEMPERATURE AND SHRINKAGE,TRANSPORT TO THE SITE AND SITE CONDITIONS AS SHOWN ON THE PLANS, 2. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 000 PSI CONCRETE AND SHALL BE DESIGNED,CONSTRUCTED AND INSTALLED TO SUPPORT AASHTO H-20 TRAFFIC LOADING. 3,CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURES DETAILING THE STEEL REINFORCEMENT AND PROVIDE CERTIFICATION BY THE PRECAST MANUFACTURER THAT STRUCTURES ARE DESIGNED TO SUPPORT H-20 TRAFFIC WASHED CRUSHED STONE LOADING. PROPOSED GRADE (SEE PERVIOUS PAVEMENT HANOVEft ECOGRID PERMEABLE PAVING DETAIL) 4.MANUFACTURER TO CERTIFY THAT DRAINAGE AND SANITARY UNITS FILLED WITH I/4"-3/8"OPEN GRADED PLEL.5.0 HP EL.GS LP EL.6,0 HP EL,6Z LP EL.6,0 PRECAST STRUCTURES DELIVERED TOTHE SITE MEETALL REQUIREMENTS OF THE TOWN OF SOUTHAMPTON,SUFFOLK STONE(PASHTO#8 OR 9); FILL 112"FROM TOP COUNTY DEPARTMENT OF HEALTH SERVICES AND THE SUFFOLK OR AN APPROVED EQUAL 0% 6GRADE __1%% 2% IN. 2%MIN. 2%MIN. COUNTY SEED OR SOD _ _ _ _ - 2L EL.3.4 GW EL — ...,, 2"OF 114"-318"OPEN GRADED STONE, ... . : �::. ..., r . , r. �\%/\/ice /\\\/\\%�\//\^ ./\\/�\/\\\/ �\�\\\//\\�\//\\\� //\\' " •\/�^ NO FINES(AASHTO#8 OR 9) 4"MAX. SANDY TOYv$OIL n' L -�5t L/C=3.5t �` < 4"OF 3/4"-1"OPEN GRADED " i . .i` " :• "�, E �.L.-3.5t 5 50'MAX NS ' ' '•` " STONE, NO FINES(PASHTO#57) POOR DRAINING CLAY 601LS (SUBGRAOE TO BE SLOPED 2.0%MIN, QF NEIV 16"OF 1 '/::"-2"OPEN EXCAVATE THROUGH BOG AND CLAY INTO A VIRGIN TOWARD TRENCHES TOALLOW J 0p Y w GRADED STONE,NO STRATA OF SAND AND GRAVEL. BACKFILL WITH STONE AREA ABOVE TO DRAIN) yQ eO�N 'Y0o2�9� 1 /"-2"OPEN GRADED STONE,NO a FINES(AASHTO SUITABLE POROUS SAND AND GRAVEL MATERIAL. FIN ES PARKING AREA CROSS SECTION • * — > WRAP WITH 6OZ. MIN NONWOVEN GEOTEXTILE(FILTER FABRIC MIRAFI \ \ \ \ \ \ \// ) WRAP WITH ( ILT(MIN.)NONWOVEN /\\/\\/\\/\\/\\/\\/\\/\\/\\�\\�\\�\\�\\� 140N OR AN APPROVED GEOTEXTILE(FILTER FABRIC)MIRAFIPlans are prepared by Condon En9lneedng,P.C, 11 S.C•T.M.DIST. 1000 SEC 56 ELK.06 LOT 8,7 140N OR AN APPROVED EQUAL, Isavloletlon onhe New York Stele Educellon Law, Adlcie 145,Section 7209,for any person unless PERVIOUS PARKING SECTION acllneunder the d[radion°r°licensed Pmressional ' THE OLD BARGE RESTAURANT �-/-' FRENCH DRAIN SECTION (LANDSCAPE AREAS) EngmeerArchitect,orLand Surveyor,to alter any Scale: Condon Engineering P.C. L Item In any way.If an Item beefing the seal of an OLD MAIN ROAD Engineer.AbbItEngineer ,erLand orLandSurveyorsh ll 1755 Sigsbee Road SOUTHOLD, NEW YORK OF altering En9lneer,Architect,or Lend Surveyor shall Drawn by:JJC sIll.to the Ilam his/her seal and the notation Matt11UCk, New York 11952 datereddyhmlmwedby ns,andhsspenawreand a (631)298.1986 (631)298-1986 fax f� dateafsuch tion. tions,soda epaagla deandptlon Date: slzne6s CONSTRUCTION DETAILS ` of the www.condonengineering.com I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 155UE5/REVISIONS KEYMAP / 63 \3000 SANITARY DESIGN CALCULATIONS 0411 N 2� 3 DESIGN FLOW I( O — 6 S w. I\ OPO 93 - . -- 81 N CAPACITY SANITARY KITCHEN TOTPL/ 50UTHOLD, N.Y. Q c \N 2A6 ' LOT 18 X00 RESTAURANT 1 19 SEATS 119x 10 GPD= 1190 1 19x20 GPU=L380 35/x/0 �O M P N PPJ��EN'( UILB 08LE -7� 1 � RETAIL 363 SF.x 0.03 GPD/SF. = I GPD WA / 1 _ �1 \ O GO G Q G, (DRY STORE) 3581 GPD r �_ -- � I I LOT 17 E G 8' SANITARY DESIGN CALCULATIONS BASED ON FE5.03 CRIT.TZIA (ADDENDUM) • EA_C I EXISTING SYSTEM DESIGNED FOR 6,000 GAL PS PER PLAITS BY GREENMAN-PEfERSEN, INC. New \ 51 DATED JUNE 1 981 , AND APPROVED BY SUFFOLK COUNTI DEPARTMENT OF HEALTH SERVICES, \\ JULY 01 , 1981 H.D. REF. NO. 5-47 GROUND WATER, @' _5.6' EL. ,ka:`�� ow DAxRc -EXISTING \ \II 1�, TING `.\ ( ). + WATER I � ACT NG- � I METER / v -may v SCALE: 7. UTIL A . " a' LOT 16 POLE Ste „ �.� DRAINAGE CALCULATIONS POW APR 05, 2005 ry5 PECONIC BAY T � Q - S o 5�oo A EXISTING L WN__ �'� �, A WEST SIDE ( EXISTING CONDITIONS �I 0E �o V P. ', �- 0x15 LNG ' ) FeB.1s. 2oos y ' PARKING: 27495 5.F. x . 17x.6 = 2,804 C.F DIST IBUTION _ __y_ EXISTING HARD SURFACE : ::J45 S.F. x . 17 x I = 501 C.F. • LOT 15 _ �� - S-al C'�,, . - __ - -CHA ER - \ TOTAL REQUIRED = 3,505 C.F. FE6 17. 2005 l -EXISTING o, __ __ _ - LAWN TO BE �q L �O - 6' (BULKHEAD SUB SURFACE DRAINAGE FIELD (EXISTING) JAN.2e,zoo5 2D.'MO"J' LOT 14 I PAVED TO r''� ` 2 Z�''� \ --EXISTING 00 L F. x 10 W x 4.5 D 4,500 C.F. x .4 EST.CAPACITY 1 ,500 CF. 5 51 H 55a SO Rt 2 SIGN INC MATCH EXISTING Aft\r MANHOLE \ BULKHEAD SUB-SURFACE DRAINAGE FIELD (NEW) NOV.1 2, 2004 \ Ta ` `�� EXIST]NSG LAWN Q LNp�dG \ -NEW SIGN �` yn O \ W/PUMP 100 L.F. x 10' W x 4.5' D = 4,500 C.F. x .4 = E5T.CAFACITY 1,800 CF. NOv.02, 2004 6� 5� FRENCH DRAIN !� \L o �� v \ - \ -EXISTING 200 L.F. x 2' W x 3' D = ( ,200 C.F. x .4 = E5T.CAFACITY 480 C.F. v - (STING v \ SEPTIC •�� r 50'.23, 2004 44 TANK TOTAL E5T.CAFACITY 4,080 CF. �\� ;@ 50'.14, 2004 EXTEND \ 4 42 - , TANK ,\ \ SEPTIC SYSTEM LOCATIONS EAST SIDE ( EXISTING CONDITIONS ) LAWN I / • MAY 27, 2004 BASED'ON AS BUILT SKETCHES PARKING: 15 1 5 1 S.F.x . 17 x .6 = 1 ,953 C.F. 4 40 _ TO NG PROVIDED BY PECONIC SURVEYORS. LOT 19 EXISTING HARD 5UKFADE 1347 S.F. x , 17 x 1 = 94 C.F. APR. 09, 2004 5 sio of TOTAL REQUIRED � D st FeNe , ^ ' \ \ 39 \ PROVIDE G' NTINUOUS BULKHEAD SUB-SURFACE DRAINAGE FIELD ~ /l7- 3g 6 --EXISLNG' P EB.z7, zona '� WAT - FRENCH DRAIN WITH 5, 150 L.F. x I O' W x 4.5 D = 6,750 C.F. x .4 = E5T.CAPACITY 2,700 C.F. r SER CE -� 6" DIA. PERFOTED I, Nov.os, 2003 EXISTING 37 36 S S' ""moi-� -"eRelN PIPE AT 5-0" BELOW GRADE \ ~ BURIED IN GR -L. NEW ROOF GRAVEL3 1 ,400 5.F. x . 17 x I = 23U' C.F. I� PARKING 'S 34 �5' A\ TOTAL REQUIRED = 233 C.F. r�� HTS RE W AREA - ALL RIGHTS RESERVED Z - NEW FRENCH DRAIN 3131140 poNc \,\ \ - 356 L.F. x 3' D x1 .5' P/ - .G02 C.F. x 4 = EST.CAPACITY 640 C.F. THESE PLANS ARE AN INSTRUMENT OF 0 PROVIDE CONFII -� 32 3 1�= N `I SERVICE AND Al THE PROPERTY OF Q FRENCH DRAIN \ Fp,EE�ER THE ARCHITECT. INFRINGEMENTS WILL � 3 EL .5 30 2 0A0� EXI5TING / • Be PRosecureD. N / c055 SQUARE FOOT TOTALS r GREASE O r Z .';' A ' p - TRAP �, ' �hEP ri .9L FLOOR 3923 S.F. 29 ' 28 FK.RF5TAURANT ZZ' 0 p�V / N :,(.OND FLOOR _1397 S.F. ~ _ 0 3'_O" I �_6I, J r N ( BARGE) \. - \ / ��� d TOTAL 5320 S.F. m GRADE �� " �` 27 �� P� g9, I a ARKING: - 2G c CLEAN GRAVEL Nc i ✓� L �p � � L � � �E 37AURANT 119 SEASTS/ 3 = 40 SPACES L 2,rj �5. -o / R.'I \ A,GCL'SSORY RETAIL EMPLOYEE; SPACE Q � + 'q , p �t A� '/FY`�Pp/ / ADDITIONAL FOR RETAIL 25PACES [h 6" PERFORATED �r 2 • -� V - - �� / OVA" TOTAL REQUIRED: 43 SPACES A ><r PIPE WRAPPED WITH FILTER CLOTH 3 c .a COTAL PROVIDED: +• A22 y�0 �_ O _ --- 11, 44 SPACES �v $ 0 ' �, I ,�V "i (INCL. 2 ACCESSIBLE) � �\ 5 v �l 20 ° rn ��,+" v� �� OR : NC � I \ 16, � / \_` �r��rL50' 1 PER 100 S.F. = 53 SPACES F RENCH 1 D 1 V v _ �� PROVIDED 44 SPACES \ � , / IN ! 7 awu / \ �� s LAND CLIENT aIENT/OWNER I BANKED �� DETAIL / s 14 �y WAS \ �`� THE OLD BARGE RESTAURANT N.T.5. SVG RT. 25 _— C-.OT�G / , , �0 L SOUTHOLD, N.Y. JSP N� o 41 y ' RPS R11G05A SW� � l X00 PROJECT TITLE Z�oP/ �'��' ADDITION Q�� A / l CPQ / OKE _-_ r_ _- _ -_ _ - - DRAWING TITLE J05EPH FI5CHETTI PROFE5510NAL ENGINEER M 51TE PLAN 1 725 HOBART RD. 50UTHOLD, N .Y. 1 1971 .,� E3 BASED ON SURVEY FOR � PRINT DATE SCALE N THE OLD BARGE RESTAURANT 63 1 -765-2954 A'R.21. 2005 " = 20'-0" T, AT ARSHAMOMAQUE ""I 1ssuE APR p 9 2au5 "_ TOWN OF SOUTHOLD FEB.18. 2005 W--_ := E SUFFOLK COUNTY, N.Y. r 2 000-56-06-8.7 ' � a LS � � DRAWING NO. sw I" AUG.06, 1998 AREA = 1 .42 19 ACRES ��� 1i i LOT COVERAGE 10% 111111111111 UI AUG 2 0 2010 O LANDSCAPED 6% Ol ZONING DISTRICT MII gourylold Tonn 111"FIRE DISTRICT 5 [OJitl of Tm y"n S 1 T E P L A N SCHOOL D15TRICF 28 REF. NO SCALE I"= 20-0" 0217 I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES/REVISIONS �a Y Vr 1 i� ice• 1 M ry 25'-0" W 18x55 1� 1�1 • H Alk I I r 0 0 0 Q P 3 3 3 Q 3 r o r�� N � • APR.05, 2005 OOCT 08, 2004 ►� MAY 27. 2004 I—a rE � WI8x64 PER I I �� ALL RIGHTS RESERVED 02004 N 9" N ~ THESE PLANS ARE AN INSTRUMENT OF �4 3 �, _ _ - --- - - - - - - -- --_ _ ARE THE OPERTY OF THE ARCHITECT. INFRNGEMENTS WILL • BE PROSECUTED. 7 31 d 3 W 18x40 - --17-7/8" M W 8x55 18-1/81, I W 18x64 17-713" 28'-6 Now 1 — W 18x64 , ^� CLIENT/OWNER PILE FOUNDATION f 1/4"=I'-0" A I 9, THE OLD BARGE RESTAURANT — 1••I PT. 25 D s � SOUThOLD, N.Y. V 1 BOLT I O.C. i COO UNTERSINKK ,o wl -T ACO 2"x6"PIATE PROJECT TITLE N r r�rw W 18x40 v� m m 17 7/8"z6" ►1 ro3 -WELD / ADDITION NOTE5: - ALL STEEL AND MISCELLANEOUS HARDWARE TO BE HOT DIPPED GALVANIZED OR RECEIVE TWO COATS - COLD TAR EPDXY COATING. -, _ - - I/4"z4"z4"ANGLE WELD 3 EDGES W 18x65 WELD ALL AROUN �- DRAWING TITLE ASTM A36 STEEL ' -\ i �--�I O � GKEENHEART PILES, 12"DIAMETER \- "" �-=� V 0 - O D `� - -1/4"x4'k4" PILES TO BE DRIVEN TO 30 TONS BEARING CAPACITYWELDO WELD FOUNDATION / PILING PLAN WITH 2000 LB DROP HAMMER ^ AND DETAILS ENGINEERING 0 MINIMUM PILE PENETRATION 8'.0" BEARI 1 NEWS RECORD FORMUTAR I�"����^ ~� ' 112N4"GALV.LAG � - - 4 I PRINT DATE SCALE 12"0 PILING ^ APR.21, 2005 AS NOTED LOCATE TWO CENTER LATERAL STEEL BEAM ISSUE IATTERAL CONNECT IN FIELD 50 NO INAPR 21, 2005 APR 2 9 Zoo FLOOR JOISTS FALL OVER TTERAL CONNECTOR. r FINAL DIMENSIONS PENDING FLOOR PLAN. CONNECTION DETAIL CONNECTION DETAIL .M r DRAWING NO DATA oWIIN, FE WOOD PILE TO STEEL BEAM r AlGREENPORT, NEW YORK 1 1944 0' „=I'. � A No REF NO. 0217 2 3 4 5 6 7 8 9 10 II 12 13 14 15 IG 17 ISSUES/REVISIONS ^M 1A `` K M r • FREEZER FREEZER OUTSIDE OVERHANG 16x23 5=47 EXISTING Vr EXISTING P-11 - 1•m I 1� I • EXISTING � u EXISTING I FOOD FREE AREA 0I4 5 til I � EXISTING NEW WALL _ EXISTING - PANEL SURFACE /TIC RELOCATED HALF HT.WALL EXISTING 6'-6 I/2" ----,.._ i EXISTING WINDOW — — — — — EXIT APR.OS, 2005 3OG5 MARVIN COMERCIAL GRADE FRENCH DOOR FULL G1A55 EXISTING ? WITH EMERGANCY EXIT y�„__ ^� OCT.08, 2004 OFFICE AREA I'-G” EXISTING PANIC HARDWARE \ EXISTING A -- i MAY 27. 2004 KITCHEN 5'-�" �- � EX15TING B A 23 @7' UP N R — COOKING AREAri O I/ ALL RIGHTS RESERVED N 15 SEATS THESE PIANS ARE AN INSTRUMENT OF EXISTING K �� SERVICE AND ARE THE PROPERTY OF 7 LN THE ROSE UTE INFRINGEMENTS WILLRFLOCATEeE PROSECUTED. G" RSE RECEPTION ,) ^, A ' • /� Oz ��AzaDESK r v - i 6 w ° EXISTING /'. `V i — N o L 0 B B Y 0 ON DIN I N G o 9 z ► _ o < F �¢ REMOVE ( O z z T — �_ O EXISTING " —LOW WALL I p i _ - — w to � NE 5 AI UP 23 @ 1 � ISTEP EXISTING �NEW EXISTING UP m % - ��EX15TING ENTRY FOYER _ � EEXISTING STORAGE EXISTING � IG"MEN WOMANO CID ALIGN ALIGN _( � �� EXISTING TO REMAIN . EXISTING ENTRY Io UP - - CLIENT/OWNER -� �� EXIT - I EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING �\ r_l THE OLD BARGE EXISTING I � RESTAURANT D F A I� PT. 25�61 r'r SOUTHOLD, N.Y. MAIN ENTRY ACCESSORY RETAIL GIFT SHOP EX15TING 'oft�' f 363 Sci.Ft. IL � PROJECT TITLE r EXISTING EXCEPT ~ f NEW CONSTRUCTION AS INDICATED. ADDITION C EXISTING EXISTING EXISTING FIR EXISTING TO BE DEMOLISHED DRAW]NGTITLE pop oftr MFIR5T FLOOR PLAN A 0 L D BARGE FROP05ED FIRST FLOOK � PRINT DATE SCALE APR.21, 2005 1/4" = 1'-0" SCALE: 1/4"=1'0" I"�C. � I55UE APR.21, 2005 APR 7 5"L , DRAWING NO. A A -� A REF. NO 0217 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 IG 17 ISSUES/REVISIONS +r i� i� M `i • .r, Vr ^I • � I r I I ri A Poo �A6 ' • l Aft APR.O5, 2005 LJ . . 17,_4" 5'-0" 5'-0" 18'-5" T-6" 4' 5'-3" _ I, `� - -- -} - -- q - - -- MAY 27, 2004 � I O41 5 6 ri rll SERVING \ ALL RIGHTS RESERVED 3'-G" _ _ -- ~ THESE PLANS ARE AN INSTRUMENT OF SER -- - - WF --- - - _ SERVICE AND ARET STATION - -- N - _ --- - HE PROPERTY OF / DN ^\ THE ARCHITECT. INFRINGEMENTS WILL 8 STORAGE ti a _ • BE PROSECUTED vl - - - - - -_ - - i DINING r DUMB i1 - O 1 7 WAITER \Q. g< ? mJ � \ U 1 A6, 0 16 42 CLEA I O1" � N � 1 o OFFICE c DN 9 CIJENT/OWNER ri O - THE OLD BARGE O3 2 II 0 RESTAURANT O O O RT. 25 D FSI r SOUTHOLD, N.Y. CE DECK _ 6-9--- f,— 7.6 - -_ - I. _ 7-0 _ - _I. 7-0 rJw �,IwJV _ T PROVIDE PALLETIZED DECKING OVER F EXISTING FLAT ROOF, SLOPE PALLET "A, BOTTOMS TO MATCH ROOF SLOPE OF35EPVATION DECK PROJECT TITLE 50 THAT DECKING LIES FLAT. ----- NO SEATING) ri , ADDITION NEW HANDRAIL-, , DRAWING TITLE Oak %w MSECOND FLOOR PLAN PON OLD BARGE PROPOSED SECOND FLOOR �� PRINT DATE SCALE 15 APR 21, 2005 114" = I'-0" SCALE: 1/4"=1'0" q wo ISSUE yy EIIIIIIIIIII APR.2I, 2005 APR 2 DRAWING NO. riri ilk "I getwill A REF. NO 0217 2 3 4 5 6 7 8 9 10 II 12 13 14 15 IG 17 ISSUES)REVI51ON5 VNI lZ to K i� i� VIII M Plow, NEW CANOPY � IN Ank -- ^I r� I- 1=41 r FLP,@DINING RM. — G MAY 27, 2004 i ►rl� HI RE ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF W E 5 T E LE VAT 10 N I SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL ENTRY SIDE SCALE: I/4"=ro^ A4 , 13EPRO5ECureD. F M 1A Amk E ------------ CLI ENT/OWNER f - � T11E OLD BARGE - - H RT. 2 5SOUThOLD, N.Y. I I I ILS FLOOR rh PROJECT TITLE r fFSIrwl PON 1 ADDITION I� r F EIL — ! DRAWING TITLE u ^I ELEVATIONS PAI 1 FLRQENTRY R BAR -- ppmo, PRINT DATE SCALE FLR@DINING RM ^ APR.21, 2005 1/4" = 1'-O" ISSUE p APR.21, 2005 APR 2 92M DRAWING NO. EAST ELEVATION A4 SCALE: 1/4"=1'0" q /� Y1`Y A REE. NO 0217 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 155UE5/REVISIONS :*11 1A - METAL STANDING SEAM ROOF V• 1 -- - - - -- - -- --_i NEW CLEAR CEDAR VERTICAL TONGUE-IN-GROOVE SIDING 4'WIDE `A NEW GUARDRAIL • 1F FLOOR IJL� �IJI W �LJL; LI_ Vr P-4 Io ------ NEW CLEAR CEDAR CLAPBOARD • SIDING G" EXP05URE. - - METAL STANDING SEAM ROOF � -- � - - - 2"x4"ALUM. TU ING A LI ' - I-I/2"DIA. ALU .TUBING • FLR@ENTRY€BAR FLR@DINING RM. L EXISTING STRUCTURE TO REMAIN AS EXISTING EXCEPT AS NOTED MAY 27, 2004 A � ®5 RESERVED NORTH ELEVATION ALL RIG SCALE: I/4"=I'0" A� THESE PLANS ARE AN INSTRUMENT OF f'\ SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL • BE PROSECUTED. y� - M 1A CLIENT/OWNER w T THE OLD BARGE RESTAURANT RT. 25 D r 5OUTHOLD, N.Y. �r� IIII I FLOOR _ rrww PROJECT TITLE wo - w! PER ADDITION C -- I DRAWING TITLE L r I POW ELEVATION5 M FLR@ENTRY 4 BAR FLR@DINING RM. PRINT DATE SCALE D AFR.21, 2005 1/4" = 1'-0" 00 ISSUE APR.21, zoos APR 2 92005 DRAWING NO. r-N SOUTH ELEVATION �� ^" row 90 DOOK5IDE SCA E. I/4"=1'O" A C A REF. NO. 0217 2 3 4 5 G 7 8 9 10 II 12 13 14 15 IG 17 ISSUES/REVISIONS ROOFING - ,A 4 3/4" CDX FLYRATED SHEATHING \ �� R-30aArr wsuL—•, � � rr K I I, -u POI 2 xG" \ —EXPOSED TRUSS — A7 PAECIA 1/4" LOAN VENEER PLY D • PAINTED - MDF BOARD -LOW 1t„- _ WALL � i Ft' V ON Poo FLOOR M 3-1/2"X14" @ IG"OC. L - - - - � L - --- \` Iwo a - CUT BACK - - - - -I - -- A H EXISTING ROOF - Am ~ r AND EXPEND - - _ i WALL AS SHOWNNEW(2)2"xB" HEADERS 1 AT CUTS FOR NEW 5TAIR5 pop TOP OF FLK@E /_ NTRY 6 BAR - - __--- - - - - - - RAMP - G FLP,@DINING RPA. MAY 27, 2004 mill _-201-0"-_- - __—- k SECTION G AA ALL RIGHTS RESERVED SCALE 1/4"=1' �� A6 THESE PIANS ARE AN INSTRUMENT OF `I SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT5 WILL • BE PROSECUTED. F M IA ------------ ------------ ------------ Askr Y//a.f"a v_!'1�1\ P/'!v/n��✓ 1- v/rr✓/_`rill-')/JwY)'�`i✓k"'J\ /- T✓�vJb vJ�+ v'YYrvi + vW-• ,?klg $i : ''l`�v� �"1/'�, Yi,vi '�l - -ri, p� + aT- "Y -, lh,'_ - - n ._-fir \. n - '/ - ! " •Y .1 - __� - ;r_=C,- r\'_� ?\.i r.h .,XC,_- • _ � �1—�`L��'�"..s�� V Q.r'L!A'�1�0.'�';J+�`-.C�=ilk...C��✓"?�`JY��k���CX� �` �Y�_ '��/' ,Y11Y�_L�L�O'R"iL�.�`0'j`:�.L_Zr` ,J��J • 1 � .UENT/OWNER IL — m THE OLD BARGE RESTAURANT D 5TORAGE SERVING T j I RT. 25 1 5TATON v 5OUTHOLD, N.Y. FLOOR ' _ �� I � Z'_ �1�L �}'(J �3 � (K�5 CV+S i�1y5 V•.Y_I� � PROJECT TITLE A7 WIN pop ADDITIONPER C 1A7 ArCHAMFER i ILJ DRAWING TITLE I I DUMB - y.. RADIUS 60° r C u WAITER \ u L�� "�P RISER�� TTREAD A� AllLl - - - OOP wY Y�l.. ���• %w 19SECTIONS FLR@ENTRY4 BAR 42 5Tf_ II -- CLEAR FLR@DINING RM. 1 1 I'-0 EO EO EO 1'- ►tel $-_-X-- - - - - _X 1 1 3/4" PR 22, 2005 PRINT DATE SCALE I/4" = 1'-O" ISSUE �y APR.22. 2005 APR 2 92005 DRAWING NO. SECTION ZbbA6SCALE: 1/4"=1'0" Poo A REF NO. 0217 2 3 4 5 G 7 8 9 10 II 12 13 14 15 1G 17 ISSUES)REVISIONS 42" 2-1/2"x3-1/2" CHAMFERED CLEAR 04- - -PINE TOP AND BOTTOM RAILS. IN51DE DRYWALL �ar ' HANDRAILS 3G I/2" R.O "5QUARE BALUSTERS 4"O.G.. " - � (SEE DETAIL) 1�� ;1 `4"x4" FIR POST BOLTED TO SUB STRUCTURE AND CLAD IN I'YG" CLEAR PINE I ;� (SEE HANDRAIL DETAIL) 11 M OUTSIDE H INSIDE AND I OUTSIDE OISNJAY LIFT THICKNESS ACCORDING CONTAINER 0 o n �- FIN.FLOOR ROOPING A ROOM G -PALLET TO LOCAL CODE Dx�„ ' \MEMB E / BUILT 36"Wx3G" H DECKING 301 O z FAINTED - (CEDAR) HORIZONTAL - OUT 51DE BOX - — -- '; ( _ SEALANT PINE B PRE-PRIMED ����� BLOCKING y1 - SU FLOOR PINE 5/4'x 2 -- �-- - -- - - EVERY 3'-0" - V UP WALL VY 4�) � , @24O.C. 1-_ _ SLOPED � 2" H STU � rte) BLOCKING � , 3-I J�2�I i" @ I G"O. RIGID LI FT DETAIL 3 4"x4" F1R POST BOLTED PON / I TO SUB 5TRUCTURE AND (�� % .� �� •� INSULATION I/2"=1'-0" A� CLAD IN I"x6" CLEAR PINE 0 PAINTED NSU TIO PRE-PRIMED 1/4"BOT 6"O C PINE 5/4"x12" �/ �OOUNT INK / PLASHING A Q 2"x6"PLATE HANDRAIL ON /l BIDING \ OBSERVATION DECK Q - �� / / �a✓.2<;•.rt'.:i': �na"�' �I�";:. :.'sY.fn.t;.'i � I In A VI n / ASW CUP J PROVIDE 4x 86 COMMON NAILS 3/4"= 'O' �x L\ " RIGID IN5UL. IN EACH END OF I- /4"xm 20 GAGE STRAP @ ROOF TO WALL, 3m u 1•, DOUBLE H TRACK WALL TO WALL, AND WALL \`SIMPSON r `1J SCREWED BACK TO FOUNDATION CONNECTIONS DTC CLIP WITH MR TO BACK (TABLE 3.35) _ - (4) 8d NAILS IN BASE ? 20 GAGE STRAP Q ROOF TO WALL, WALL TO WALL,AND AND (2) Bd NAIL5IN SLOT O ) -�� 7 WALL TO FOUNDATION CONNECTIONS(TABLE 3 38) CUT EXISTING CEILING _ 0- 1 0 C 00 AND ROOF POR NEW APP-05, 2005 u m DUMBWAITER SHAFNJAY ___ _� i 0 i1 g 3'-O" \ m GRADE ` MAO" G ;1 �DRE55ED 2"x4"TRIM 0 \ / � OCT.08, 2004 - CLEAN GRAVEL 'L � O Q (i 5/8" MAY 27, 2004 m -T 41' PIPE WRAPPED WITH FILTER CLOTH '� / kk3 L" M k 58"k���� ( >< , 02004 34"AIR 5PACEI I /2_' ' ( � � - I/2"GYP.BD. � ALL RIGHTS RESERVED C, ,- R-I9 BATf IN5UL. � THESE PLANS ARE AN INSTRUMENT OF DETAIL AT ROOF DECKING FRENCH DRAIN r, SERVICE AND ARE THE PROPERTY OF DETAIL 51DING �� THE ARCHITECT. INFRINGEMENTS WILL DUMBWAITER SHAFN.T.5.T I DETAIL 2 _ ' ' BE PROSECUTED 2NGPATE L G"WIDE PLANK M ' / HEART WOOD I-1/2"=I'-0" A7 "=1'-0" A7 ', PINE FLOORING I/2"GD%RATED-�, _ -' SHEATHING M '- \-I/2'CD%RATED SUB FLOOR FASTENERS - 20" O.C. MAK i A �� r 5/4'kl2"FINGER/ � � (L '� � -- 3-I/2"xl l-I/4"20E = ICE AND WATERGUARD JOINTED FINE L PARALLAM P5L @ I G'0 C. r E UNDERIAYMCNT PRE-PRIMED L \ SKIRT BOARD � 14 CLIENT/OV✓NER L X BERRIDGE CURVE ZEE-LOCK PANEL �� 1, �\ ' '1 �� R-22 BATTIN5UL (\ i CONTINUOUS ZEE-RIBAND � iL �/C -�,l I _ - VINYL WEATHER5FAL ;? I THE OLD BARGE WITH 2 FASTENERS 36 C.C. A -,- "� ( � I I �\ - \ � � ---51MP50N — _ RESTAURANT DTC 3/4" cox PLxRAreD — i % V A A / J_�_�' a)adLNAls w BASE "m IP MTH RT. 25 SHEATHING ,'r / AND (2)Ed NAILS IN SLOT 5OUTHOLD, N.Y. 1/2WDPPAINTED � ROOFING -51MP ON " L L2'xG" r i �� / ��• •.�� �� A DTC UP WITH j (4)8 NAILS IN BASE 2"x10" AND ( J Ed NAILS IN SLOT PROJECT TITLE @24"0.0. j A (TYPI AL) y LI/4" WAN VENEER PLYWOOD g04� BLOCKING Wd ,— XoS R-30 BA INsuL �TO PIT ADDITION r�� FIELD cur SEAM AND� - FORM PAN AROUND 1 -.i A SI AVE FIA5111NG - - - 7 " CHAMFERED - - - - �2"x2" BLOCKING kDRE55ED �� � ./I � \ ' \ DRAWING TITLE (TYPICAL) 2'k4" PAINTED GAP; SEE NOTE �, ` i _ Nw BELOW / ENP05ED TRU55 �� CfURE Oak Nw 'I.xG" I \ =-`� PXISTIN OF PIRBT FL00R 5TRV r }_, CONTINUOUS -� ISROOF PLA5111NG OW DETAILS FASCIA , AA PAINTED M /2" MDF PAINTED MDF BOARD �� 1 R 51MPSON 16 HURRICANE TIE - NOTE: V I THE GAP BETWEEN EAVE FLASHING AND PANEL(SEE DETAIL ABOVE)CAN PSE INCREASED 1� PRINT DATE SCALE PROVIDE 4x 86 COMMON NAILS FOR TO ALLOW FOR LINEAR EXPANSION AND CONTRACTION OF PANELS NOTE I/2"'OF PAN APR.22, 2005 AS NOTED LATERAL/SHEAR CONNECTION >` MUST BE ENGAGED WITH SAVE FLASHING WrIWN PANEL HAS EXPANDED TO IT5 AT RAFTER WALL CONNECTION MAXIMUM LENGHT REFER TO NORMAL LINEAR EXPANSION CHART CZ 18. ISSUE (TABLE 3.3A)WFCM-1995 ' 2. GAP BETWEEN SAVE FLASHING AND PANEL MUST BE ADJUSTED TO SUIT TEMPERATUREATURE APR.22, 2005 DURING INSTALLATION APR 2 9 206 51DING - - / (�� 3. SOLID SHEATHING (BY OTHERS)TO BE MINIMUM 1/2"PLYWOOD OR EQUIVALENT IN DRAWING NO. STRENGTH FOR HOLDING F FASTENERS. 5 E C O I^I V D F L O O R 4 ALL UNDERLAYMENT CAUKING.UKING, AND FASTENERS, ARE ITEM TO M SHEATHING - i 1 BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION i �"�, OF THE ARCHITECT. F ./\ 5. PROVIDE EXPANSION JOINTS AS RECOMMENDED BY MANUFACTURE. D L I T /` I L �00 �� ROOF DETAIL 4 �- /-� A 3"=I'-0" T REF NO. 1 0217 2 3 4 5 6 7 (5 9 i0 II 12 13 14 15 16 17 155UE5/REVISIONS ^4 �v M • 1, J FREEZER FREEZER OUT5IDE Vr OVERHANG 1 Q23 PON PON EXISTING EXISTING • �� II EX15TING EXISTING FOOD PREP AREA _L SII EXISTINGEIIIIIIIIIIII • L' EXISTING HALF HT.WALL / � - O_ _ - - - - EXISTING ^� tl EXIT EXISTING OFFICE AREA EXISTING r. ITCIIEN � ALL RIG�S�RE9ERVED ExlsrwG BAR z3 @7 _ UP THESE PLANS ARE AN INSTRUMENT FOf COOKING AREA r~ SERVICE AND ARE THE P r THE ARCHITECT, INFRINGEMENTS WILL z '\�" '�' PROPERTY OF N • BE PROSECUTED _ 15 SEATS POR 7 S 6.. RISE GO _- / EXISTING J Olt L O B B Y RAMP IRA oll ON D I N I N G fir, zl .r z aI T ST IF, ELL IGH EXISTING UP )5E • ENTRY FOYER ¢ - SERVICE EXISTING 3 '� CABLE STORAGE EXISTINGEXISTING 0 STATION MEN WOMAN 5 F-1 CLIENT/OWNER O T IT 0 STEP w STEP TOREU EXISTING ENTRY PER THE OLD BARGE TO REMAIN _P EXIT ,T _ EXISTING EXISTING EXISTING �� III' ' 'I' -- ~ RESTAURANT L '�� 4EX=ISTINGF7�51`ING IEXISTING RT. 25 SOUTHOLD, N.Y. EXISTING I T� I I MAIN ENTRY ACCESSORY RETAIL GIFT SHOP EXISTING 363 Sci.Ft. PROJECT TITLE - - — — L I N f 1 ADDITION EXISTING EXISTING EXISTING DRAWING TITLE pop 01111111, POO FIRST FLOOR ELECTRICAL PRINT DATE SCALE APR.21. 2005 1/4" = I'-0' ISSUE FIRST FLOOR ELECTRIC, A L i" APR-2 APR Zg20U5 NOTE: EXISTING LIGHTING AND POWER SCALE! 1/4"=Po" E I lolw� DRAWING-NO. TO REMAIN EXCEPT AS INDICATED ~ IJ A REP. NO 0217 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 1 6 17 ISSUES/REVISIONS 1A V� i� ir• II•.I M ri moo • J c h r w G c EMERGENCY -- _ - -� LIGHT PACK SERVING STATION r+l ®2004 _ FROM DOWN STAIRS All RIGFITS RESERVED STORAG E ON- � � Aj' ~ THESE PLANS ARE AN INSTRUMENT OF - - �� SERVICE AND ARE THE PROPERTY OF - THE ARCHITECT INFRINGEMI WILL L -- - �� • BE PROSECUTED - �_ - D I N I N \� Z I, ?� I i I I I I I I I I M Ow ��' I� look ;m-1 ' / SCONCE OUNTED ON FACE OF STAIRWE L OPENING OFFICE S SUBTR ELI DN �� E _ - PROVIDE I O' LIGHT T�CK MOUNTED ON BOTTOM • 5vwRFACE MOUNT T' OF EACH TRU55 AND WIRED DIRECTLY TO SUB PANEL • IN OFFICE. PROVIDE (4) VIIPERTRACK. CLIENT/OWNER FROM DOWN 9TAIR5 u� I)i L sW� -- — w 5UB-PANEL IN OFFICE PER THE OLD BARGE RESTAURANT I I ISI PT. 25 ) SOUTHOLD, N.Y. I � r I � f I j � MAIN ENTRY OBSERVATION DECK (NO SEATING) y L PROJECT TITLE ADDITION SCOND FLOOR ELECTRICAL MOUNTED ON DE EMK MOUN0 DECKT POSTS ! DRAWING TITLE 5CALE� 1/4"=1'0' �/'] AS INDICATED MSECOND FLOOR ELECTRICAL ISI PRINT DATE SCALE APR.25, 2005 1/4" = I'-O" ISSUE APR.25. 2005 APR r DRAWING NO. 9 A REF. NO 0217