The URL can be used to link to this page

Home My WebLink About1000-61.-4-1Message Page 1 of 1 From: porter, Jennifer rd. BJPorter@gibbonslaw.com] Sent: Thursday, May 05, 2011 4:1g PU To: Kalin, Carol Subject: RE: Chase Bank, Southold Carol - This e-mail serves to officially withdraw the Chase - Southold application. Accordingly. it can be moved to archives. Thanks. Jennifer M. Porter. Esq. Gibbons P.C. <www.gibbonslaw.com> jporter@gibbonslaw.com Offices: One Pennsylvania Plaza, 37th Floor New York, New York 10119-3701 Phone: (212) 613-2185 Fax (212) 554-9602 One Gateway Center Newark, New Jersey 07102-5310 Phone: (973) 596-4615 Fax: (973) 639-8324 ~A'Y - 6 2011 ..... Original Message ..... From: Kalin, Carol [mailto:CamI.Kalin@town.southold.ny.us] Sent: Thursday, March 17, 2011 3:45 PM To: Porter, Jennifer M. Subject: Chase Bank, Southold Can you e~mail me a note withdrawing this application so I can move it to archives? It's chubby and we need the space! Carol Kalin, Secretarial Assistant Southold Town Planning Board Southold Town Annex, 54375 NYS Rt. 25 P.O. Box 1179 Southold, NY 11971 Phone: (631)765-1938 Fax: (631)765-3136 Carol. Kalin~town.southold.ny.us The contents of this message, together with any attachments, may contain information that is legally privileged, confidential and exempt from disclosure. If you are not the intended recipient, you are hereby notified that any dissemination, distribution, printing, or copying of this message, or any attachment, is strictly prohibited, lfyou have received this message in error, please notify me immediately by reply e-mail or call the Gibbons P.C. Help Desk at 973-596-4900 (e-mail: helpdesk~gibbonslaw.com) and delete this message, along with any attachments, from your computer. Thank you. 5/6/2011 PLANNING BOARD MEMBERS JERILYN B~ WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cot. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 September 24, 2008 Mr. Kenneth Garvin, AIA 181 East Jericho Turnpike Mineola, NY 11501 Re: JP Morgan Chase Bank, Southold Site Plan Review SCTM# 1000-61-4-1 Dear Mr. Garvin: The following provides an update based on your last submission dated July 16, 2008 of the revised Part I EAF, revised site plan, lighting details, elevations and revised signage plans that were received on the above referenced project. We cannot process this application further to have the Planning Board formally consider this application until we receive a complete application see Town Code §280-133 for the site plan application requirements. Any comments that have been provided which go beyond the completeness of the application are provided for your information and consideration. Additional comments will be provided following full review by staff; the Town Planning Board, Town departments and involved/interested agencies after the application is formally brought to the Planning Board for their consideration. The revised Part I EAF still contains inaccurate information, including the following: a. Applicant does not provide soil type fi.om Suffolk County Soil Survey. b. Question A 6 should indicate "yes". Site is located in close proximity to the Presbyterian Church of Southold. c. Depth to water table is ±27 feet, not 35 feet as indicated. d. Question A 9 should be changed to "yes". e. Question Blg is incorrect. A drive-through bank generates significantly higher trips than 10, as stated. ITE Trip Generation estimates a total of 326 trips in the PM Peak hour. f. Question B lj is incorrect. According to the survey, there is 671 feet of frontage along Wells Avenue and 147 feet of frontage on NYS Rt. 25. g. Question B 2 doesn't specify tons or cubic yards. h. Question B 3 should be filled out. It is not N/A. i. Provide source for response to B 16a as it appears to be low. j. Response to question B 18 indicates no herbicides or pesticides will be used. Verify that none will be used for landscaping purposes. k. Using SCDHS flow rates, proposed bank will use approximately 247 gpd of water. (Question B 23). 1. Submittal date (March 2008) for site plan should be provided for B 25. m. A zoning variance is identified in C1, however is not included in B 25, Approvals Required. n. Zoning classifications within ¼ mile radius are not provided in question C 7. 2. The site plan should indicate if one of the drive-thru bays will be utilized for an ATM. 3. A revised signage plan should be submitted. Any signs that are not in conformance with Town Code should be revised accordingly. The sign legend and layout provided is not to scale so it's difficult to tell if any signs violate the regulation stating that signs shall be set back not less than 15 feet from the pavement or five feet from the sidewalk, whichever is greater. It appears that sign 1 could be in violation of this requirement. Proposed sign 1 does not comply with the requirements of §280-85D(7). The proposed sign is approximately 7 SF larger than allowable. 4. The ATM location may need to be relocated if conformance to NYS lighting regulations conflict with Town code that prohibits light trespass onto neighboring properties. Plans should show how proposed lighting would conform to requirements for ATMs and not result in light trespass. 5. Metal Halide lights are proposed for all the lighting on the site, which are inconsistent with the Planning Board standards for "Guidelines for Good Exterior Lighting Plans". Due to its higher costs, including energy use, impact to the environment, and greater contribution to sky glow it is discouraged. 6. The landscaping on the site has changed and the landscaped islands within the parking area have been reconfigured. However, no calculations are shown on the plan, as requested, indicating that they comply with the landscape requirements on site and in §280-95 for 10 SF of interior landscaping within the paved portion of the parking area for each parking space. Your submittal of these last few site plan requirements will enable us to proceed with review of this application. If you should have any questions or require additional information, please do not hesitate to contact me. Very truly yours, l Senior Planner Planning Board Jennifer M. Porter, Esq. Patricia C. Moore, Esq. PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cot. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 September 23, 2008 Mark Wolfgang NYS DOT Re: JP Morgan Chase Bank, Southold Case # 08-145P SCTM# 1000-61-4-1 Dear Mr. Wolfgang: I am writing in response to a letter to the applicant from your agency dated August 4, 2008 regarding the above referenced project in which a highway work permit and curb cut were approved. In the past, your agency and the Southold Planning Board have worked closely together to determine the best configuration of new commercial sites with respect to curb cuts and ingress and egress. It seems there was some misunderstanding about where this project was in the Town's site plan review process. The Southold Planning Board has not yet reviewed this site plan, and we respectfully request your help in keeping our options open with respect to where the site's ingress and egress will occur, pending full review from the Southold Planning Board and coordination with your office. Thank you for your time and consideration, and should you have any questions or require additional information, please do not hesitate to contact this office. Very truly yours, Jerilyn B. Woodhouse~ Chairperson WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, September 22, 2008 4:15 p.m. 4:15 p.m. Review Special Meeting Agenda 4:30 p.m. Special Meeting 4:45 p.m. Site Plans Locabon: ~: southeast corner of NYS Route 25 & We s Avenue, Southold Status: Review Process Recommendations: i Close proposed curb cuts on to State Road 25 and only have access on '; Wells Road. Attachments: None Prgject name: Four Doom Down , SCTM# 1000-143-3-3 Location: 10300 Route 25 Mattituck ~esc.r!Pti~.~i proposed fr~t. wo0d deck and ~mP- outside tables · Status: SPUD Recommendations: i Require s te p an because the proposed deck area will affect the parking ~ area on site. =, Attachments: None Descril~tion: ] request for a permit to hold an outdoor event from 10/2 - 10/31 Status: ZBA comments for Special Permit Rec0mme. nd~t!cms: ~ O.onsider sui~l~ortin~ an.~pl~roval from the ZBA with cedain c0nditions. Attachments: Draft Memo Purchase Order # Date I'OWN OF SOUTHOL I 16912 Sept. 19, 2008 Tax Exempt # A163554 Account # B 8020 4 500 500 IDeliver and send billing to: Department Planning Board Address IVendor #14161 Nelson Pope & Voorhis LLC 572 Walt Whitman Rd. Melville, NY 11747 VENDOR **Return this copy and Town of Southold voucher itemized and signed for payment** ITEM QUANTITY DESCRIPTION Consulting review re Chase Bank Southold Site Plan per TB Reso #367 thru 8/17/08 UNIT COST $302.50 TOTAL THIS PURCHASE ORDER IS NOT VALID WITHOUT THE SIGNATURES OF THE DEPT. HEAD AND THE SUPERVISOR I CERTIFY THAT THERE ARE SUFFICIENT FUNDS AVAILABLE IN TH~?iPPROPRIATION CHARGED Dept. I"lfe~ a ~ I CERTIFY THIS TO BE A JUST AND TRU~J RCHASE~RDER Supervisor VENDOR COPY [ o~vn of Southold, New York- Payment Voucher Numar Nelspn, Pope & Vo his, LLC 5.72 Wa~lt Whitman Road Phoneff~8'l-427-5665 Melville NY 11747 Fax: 631-427-5620 Invoice Property: 08082 Project: VA02615 Chase Bank Site Plan, Southold Manager: Eiseman, Kathryn' ~ To: Town of Southold Plannine Board Town Hall, 53095 State Rte 25 PO Box 1179 Southold NY 11971-0959 Attention: Heather Lanza Invoice #: 6088 Invoice Date: September 16, 2008 MAKE CHECKS PAYABLE TO NELSON POPE & VOORHIS Invoice Amount $302. 50 Professional Services Municipal Review revised plans, memo to Town regarding same. Work Performed thru 8/19/08 Environmental Planner Municipal Application Reviews Municipal Total: Professional Services Totals Bill Hours Bill Rate Charge 2.75 110.00 302.50 2.75 $302.56 $302.50 *** Total Project Invoice Amount $302.50 All invoices are due net 30 days. A late charge of 1% per month will be added to any unpaid balance after 30 day~ Please make all checks payable to NELSON POPE & VOORHIS Please include invoice number on check NELSON POPE & VOORHIS NOW ACCEPTS CREDIT CARDS VISA - MASTERCARD - AMERICAN EXPRESS SUBIMAL CHAKRABORTI~ BE. ReGIONaL DIr eCTO~ September 19, 2008 Mr. Jeffrey J. Patanjo Project Engineer Savik & Murray LLP 2150 Smithtown Ave Ronkonkoma, NY 11779 STATE OF NEW YOrK DEPARTMENT OF TRANSPORTATION REGION TEN 250 VETERANS MEMORIAL hiGhWaY haupPauge, NEW York 11788..~"~. w~w.~ ~s~ot.gov ..... ASTRID C. Glynn COMMISSIONER Your March 26, 2008 Submission Chase Bank Route 25, Southold SCTM 1000-06100-0400-001000 Our Case No. 08-145P Dear Mr. Patanjo: This is in regard to the site plans for the referenced project which were submitted to us for review. We previously issued a letter, dated August 4, 2008 stating that the plans are acceptable as submitted. Usually the Town of Southold initiates site plan reviews with us. In this case the site plan was submitted directly to us and inadvertently kept the Town of Southold out of the review loop. We issued our comments prematurely, as we normally work closely with the Town Planning Group to coordinate site plan reviews. We were contacted by the Town of Southold Planning personnel concerning the site design at this location. They made it clear that they would like all site access, ingress and egress, from the local street (Wells Avenue). This type of site design conforms to our policy guidelines. It also promotes access management which keeps turning movements off a high volume, high capacity road such as NY 25 and puts those movements on the lower volume road where travel speeds tend to be lower and thus improves the overall safety of the area. Therefore, please be advised that we rescind our previous approval and request that you provide us with a site design that shows all site ingress and egress off Wells Avenue. Four copies of the plans should be provided for our review. Mr. Jeffrey J. Patanjo September 19, 2008 Page 2 of 2 Questions concerning this matter should be directed to Mr. Mark Wolfgang at (631) 952-7973. Please send all correspondence to his attention at the above address. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, Original Signed By Shaik A. S~ad SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety cc: Mr. Peter Harris, Superintendent of Highways, Town of Southold s ' Jerilyn Woodhouse, Planning Board Chairperson, Town of Southold · Heather Lanza, Planning Director, Town of Southold SAS:MDW:ajf Winser, Kristy Page 1 of 1 From: Sent: To: Cc: Kenneth R. Gamin [krg@dRSArchitect.com] Wednesday, August 06, 2008 11:06 AM Lanza, Heather Winser, Kristy Subject: Chase Southold and Mattituck DOT Approvals Heather and Kristy, Good to see you both last Monday. We are revising the Mattituck site as per your comments. I will send to you once drawn up. We are looking forward to receive your comments for the Southold site. As you know, I look forward to be in front of the ARC again to discuss the latest exterior design. I hope that I can meet with them this month. For your information attached are the DOT approvals for both sites. We will need to re-submit Mattituck to them for a new review once the layout is finalized. Let me know if you have any questions or comments. Thanks Ken Kenneth R. Garvin, AIA Architect / Associate ].8]. East Jericho Turnpike, Hineola, NY ].:1.50]. Teh516-294-1666 -Fax:516-294-1669 3RS Architect, P.C. www.jrsarchitect.com architecture interior design management CONFIDENTIALITY NOTE: 8/7/2008 August 4, 2008 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION TEN 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK I ! 788 www. nysdot, gov ASTRID C. GLYNN COMMISSIONER Mr. Jeffi'ey J. Patanjo Project Engineer Savik & Murray LLP 2150 Smithtown Ave Ronkonkoma, NY 11779 Your March 26, 2008 Submission Chase Bank Route 25, Southold SCTM 1000-06100-0400-001000 Our Case No. Dear Mr. Patanjo: This is in regard to the site plans for the referenced project which were submitted to us for review. Upon review of the proposed work, we find that the plans are acceptable as submitted. This site plan approval for highway work permit issuance is contingent upon our receipt of all of the following items within six (6) months of the date of this letter and no further revisions are made to the plans. If the Highway Work Permit will be secured by anyone other than the pmperty owner, i.e. contractor, the applicant must provide a signed letter from the property owner stating the applicant is authorized to act on behalf of the property owner in this matter. The letter must also include the property owner's mailing address and telephone number. Prior to issuing a Highway Work Permit, you nmst submit the required permit fee and Surety Bond (sample enclosed). Two (2) additional copies of the approved plans shall be provided to us. It is also mandatory that protective liability insurance be provided by the permittee. This must be accomplished by either submitting a completed Perm 17, Certificate of Insurance, in accordance with Option A (form enclosed), or by submitting the fee specified below to be covered under the NYSDOT Blanket Policy. Also, enclosed is a Highway Work Permit Application to be completed Mr. Jeffrey J. Patanjo August 4, 2008 Page 2 of 2 and returned to us. The application, completed Perm 17 and the Surety Bond must be secured by the same party. All checks issued to the State of New York must show a Federal Identification Number. Pemxit Fee (Payable to "State of New York"): $550.00 Bond Amount: $I0,000.00 Insurance Fee: $175.00 or Penn 17 Questions concerning this matter should be directed to Mr. Mark Wolfgang at (631) 952-7973. Please send all correspondence to his attention at the above address. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, . s , Civil Engineer III Traffic Engineering and Safety CC: Mr. Peter Harris, Superintendent of Highways, Town of Southold Ms. Jerilyn Woodhouse, Planning Board Chairperson, Town of Southold SAS:MDW:aj f SUBImAL CHAKRABORTI, REGIONAL DIRECTOR STATE OF NEW YORk DEPARTMENT OF TRANSPORTATION REGION TEN 250 VETeraNS Memorial Highway HauPpauge, New York 11788 www. nysdot.gov ASTRiD C. GLYNN COMMISSIONER August4,2008 Mr. Jeffrey J. Patanjo Project Engineer Savik & Murray LLP 2150 Smithtown Ave Ronkonkoma, NY 11779 Your March 26, 2008 Submission Chase Bank Route25, Southold . SCTM 1000-06100-0400-001000 Our Case No. 08-145P Dear Mr. Patanjo: This is in regard to the site plans for the referenced project which were submitted to us for review. Upon review of the proposed work, we find that the plans are acceptable as submitted. This site plan approval for highway work permit issuance is contingent upon our receipt of all of the following items within six (6) months of the date of this letter and no further revisions are made to the plans. If the Highway Work Permit will be secured by anyone other than the property owner, i.e. contractor, the applicant must provide a signed letter from the property owner stating the applicant is authorized to act on behalf of the property owner in this matter. The letter must also include the property owner's mailing address and telephone number. Prior to issuing a Highway Work Permit, you must submit the required permit fee and Surety Bond (sample enclosed). Two (2) additional copies of the approved plans shall be provided to us. It is also mandatory that protective liability insurance be provided by the permittee. This must be accomplished by either submitting a completed Perm 17, Certificate of Insurance, in accordance with Option A (form enclosed), or by submitting the fee specified below to be covered under the NYSDOT Blanket Policy. Also, enclosed is a Highway Work Permit Application to be completed Mr. Jeffrey J. Patanjo August 4, 2008 Page 2 of 2 and returned to us. The application, completed Perm 17 and the Surety Bond must be secured by the same party. All checks issued to the State of New York must show a Federal Identification Number. Permit Fee (Payable to "State of New York"): $550.00 Bond Amount: $10,000.00 Insurance Fee: $175.00 or Perm 17 Questions concerning this matter should be directed to Mr. Mark Wolfgang at (631) 952-7973. Please send all correspondence to his attention at the above address. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, Original Signed By S!}aik A. Saad SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety cc: ~lr. Peter Harris, Superintendent of Highways, Town of Southold b/Ms. Jerilyn Woodhouse, Planning Board Chairperson, Town of Southold SAS:MDW:aj f WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, August 4, 2008 4:30 p.m. 4:30 p.m. Site Plans and Subdivisions Site Plans ,..L.0~:at. i0nl ...... southeast corner of NYS Route 25 & Wells Avenue Southold Description: new construction of a 4,572 sq. ft. bank with two drive-through bays on a. ~c~.99,209 Sq:. ~t:..(~:28 ~[e)..p.~[~! Recommendations: i accept site plan and request rev'sions to apl~l~cabon Attachments: i Staff Re~ort Location: i The site is located at n/e corner of Depot Lane and NYS Route 25, in Description: This site plan is for the conversion of an existing dwelling to professional Status: ~ new Site Plan ~[~J~ct name: The Her~g.e.~.'~...C~.tc_~gH.~ .............. ~._C...~#; . _1.~0.~).:.~ 02-.1-33.3 Location: i at intersect on of Schoolhouse Lane and Gr ff n9 n Cutchogue ~es~r!ption~ , c~r)st~.uc~ ~ !.39 u ~.!! ?~op.~or~.!p.!~.m complex .status: ...........wai~!r~.g ..f~r rev sed D_E_!.S ::::::::::::::::::::::: ======================================== Recommendations: no action to be taken, review site plan application to re-familiarize the , Planning Board with the deta s ~ Attachments: Location: slelclo of Main Road and Marlene Lane, Mattituck i'Sesc ip iS i ~ This amende~l'"~i;~'~'ian of an ' existing building that was conve~ed to conference rooms and office [ ~.9~..~. ~ ~.4~0.~.~.[0.9~.~[~e! ~n th~ ~.~99~ Status: under review Recommendations: review comments from referrals; consider scheduling for final approval at . Att~e~.t~.~ J.~ff R.~9~ Work Session A.qenda PaRe Two AuRust 4, 2008 p~oj~.qt, nan,9.: ........... Peconic Land Trust i SCTM#:; 1000-109-1-13.2 Location: ~ located on the north side of Main Road n Cutchogue Description: I This site plan is to legalize an existing 2,400 sf (40 x 60) agricultural on a i 42-acre parcel in the A-C zoning District located on the north side of Main i Road in Cutcho~ue Status: i under review Recommendations: i review comments from referrals; consider scheduhng for final approval at Auoust 11 t~ubhc meetino Attachments: i Staff Reoort Subdivisions Project name: John Scott I SCTM#: i 1000-75-6-3 Location: ' i The parcel is located on the south side of NYS Route 25, east of Wells ' Road, in Peconic. It borders Richmond Creek. parcel, with a 3 lot yield in the R-80 Zone. Proposed Lot 1 would be 80,000 sq. ft. (this excludes 52 sq. ft. of wetlands), proposed Lot 2 would be 80,010 sq. ft. (this excludes 26, 235 sq. ft. of wetlands) and proposed Lot 3 would be 82,932 sq. ft. (this excludes16,314 sq. ft. of wetlands). Status: i Prelimina..ry Plat Approval Recommendations: '~ Provide aerial with newly marked trees to applicant based upon site i inspection done on 7-30 - confirming significant trees which applicant ' had marked as well as any others the Planning Board would like to ~ recommend. Recommend keeping newly marked trees intact and in ~ place as well as tree spading others and using as vegetative buffer along ~ Wells Road for privacy, wind screen and most importantly to prevent dust i from blowing onto and into homes i Attachments: Staff Report :. Project name. i Tom and Cheryle Amara/Pecomc i SCTM#: i 1000-55-5-3 & 1000-63- ~: Land Trust i 1-25 a 23 acre parcel owned by the Peconic Land Trust (Charnews property) i in the R-80 Zone. Status: ap caton for Sketch A reval P ............................ PP . Recommendations: consider Sketch Approval for Aug.11 public meeting, and set public ] hearing and Final Approval for September public meeting . Attachments ~ Staff Report 2 Town of Southold Planning Board Southold Town Hall Annex 54375 State Route 25 PO Box I 179 Southold. NY 11971 From: Date: Re: Heather Lanza Kristen McCabe July 29, 2008 Southold Chase Bank Site Plan SCTM #: 1000-61-4-1 NELSON, POPE & VOORHIS, LLC ENVIRONMENTAL · PLANNING ° CONSULTING 572 WALT WHITMAN ROAD, ME[ VIL[ E, NY 117,U - 2188 npv~)ne!sonpope eom A revised Part I EAF, revised site plan, lighting details, elevations .and plans were received on the above referenced project, dated JulyS't6;2008. The foll~wi~gr~jgil~te~an update to the Staff Report prepared to the Planning Board,,dated4une~720087 1. The size of the building has been reduced to 4,570 SF (from 4,572 SF). The building has been reconfigured and relocated further west on the property to allow for a 25-foot wide landscaped buffer between the site and the residential use to the east. 2. The site plan still does not indicate if one of the drive-through bays will be utilized for an ATM. 3. The revised Part I EAF still contains inaccurate information, including the following: a. Applicant does not provide soil type from Suffolk County Soil Survey. b. Question A 6 should indicate "yes". Site is located in close proximity to the Presbyterian Church of Southold. c. Depth to water table is ±27 feet, not 35 feet as indicated. d. Question A 9 should be changed to "yes". e. Question Blg is incorrect. A drive-through bank generates significantly higher trips than 10, as stated. ITE Trip Generation estimates a total of 326 trips in the PM Peak hour. f. Question B lj is incorrect. According to the survey, there is 671 feet of frontage along Wells Avenue and 147 feet of frontage on NYS Rt. 25. g. Question B 2 doesn't specify tons or cubic yards. h. Question B 3 should be filled out. It is not N/A. i. Provide source for response to B 16a as it appears to be low. j. Response to question B 18 indicates no herbicides or pesticides will be used. Verify that none will be used for landscaping purposes. k. Using SCDHS flow rates, proposed bank will use approximately 247 gpd of water. (Question B 23). 1. Submittal date (March 2008) for site plan should be provided for B 25. m. A zoning variance is identified in CI, however is not included in B 25, Approvals Required. n. Zoning classifications within ¼ mile radius are not provided in question C 7. 4. The landscaping on the site has changed and the landscaped islands within the parking area have been reconfigured. However, no calculations are shown on the plan, as requested, indicating that they comply with the landscape requirements in §280-95 for 10 SF of interior landscaping within the paved portion of the parking area for each parking space. Page 1 of 2 Town of Southoid Planning Board Site Plan Review Memo, 7.23.08 Southold Chase Bank 5. The sign legend and layout provided is not to scale so it's difficult to tell if any signs violate the regulation stating that signs shall be set back not less than 15 feet from the pavement or five feet from the sidewalk, whichever is greater. It appears that sign 1 could be in violation of this requirement. In addition, there is a significant amount of landscaping shown on the Landscape Plan in the vicinity of the proposed area of the sign. 6. Proposed sign 1 does not comply with the requirements of §280-85D(7). The proposed sign is approximately 7 SF larger than allowable. 7. It's arguable whether or not the proposed signage complies with the general design principals stated in §280-82. 8. Metal Halide lights are proposed for all the lighting on the site which are inconsistent with the Planning Board standards for "Guidelines for Good Exterior Lighting Plans". 9. No changes to the building's architecture were made. The architecture of the building does not blend with the historic downtown character of the area. Page 2 of 2 i Purchase Order # Date ' ~L~500 Tax Exempt # July 16, 2008 Account # B8020.4 IDeIiverandsendbiI,ingto: I IVendor Department PLANNING Nelson Pope 572 Walt Whi Address Melville, I I I VENDOR **Return this copy and Town of Southold voucher itemized and signed for payment** ITEM QUANTITY DESCRIPTION Consulting work performed re: Chase Bank Site Plan (Southold) through June 17, 2008 UN IT COST TOTAL $750.00 THIS PURCHASE ORDER IS NOT VALID WITHOUT THE SIGNATURES OF THE DEPT. HEAD AND THE SUPERVISOR I CERTIFY THAT THERE ARE SUFFICIENT FUNDS AVAILABLE IN THE APPROPRIATION CHARGED Dept. ~le~-d I CERTIFY THIS TO BE A JUST AND TRUE PU,~)~.~ VENDOR COPY & voo Dis, LLC Phone: 631-427-5665 ~elville NY' 11747 Fax: 631-427-5620 Invoice Property: 08082 Project: VA02615 Chase Bank Site Plan, Southold Manager: Eiseman, Kathryn To: Town of Southold Plannine Board Town Hall, 53095 State Rte 25 POBox 1179 Soathold NY 11971-0959 A~ention: Heather Lanza Invoice #: 5948 Invoice Date: July 11, 2008 MAKE CHECKS PAYABLE TO NELSON POPE & VOORHIS Invoice Amount $750. O0 Revie~v new submission, Environmental Assessment Form and prepare staff report with letter to applicant. Work Performed thru 6/17/08 Specified Fee: $750.00 *** Total Project Invoice Amount $ 750. O0 Please make all checl~s payable to NELSON POPE & VOORHIS Please htclttde invoice number on check NELSON POPE & VOORItlS NOW ACCEPTS CREDIT CARDS VISA - MASTERCARD - AMERICAN EXPRESS J R S 181 East Jeii~ho Turnpike. Mineola, New York 11501-2032 To: Southold Town Hall Annex 54375 State Road 25 Southold, New York 11971 Date: Re: Attn: Heather Lanza - Planning Director Tel: 631-765-1935 A R C H I T E Tel: 516-294-1666 C 07201T' P. C. ~,~ Fax: 516-294-1669 7/14/2008 ~[ Project No: JP Morgan Chase Southold, NY New Branch Building 53530 Main Road, Southold, NY 9 sets Revised site plans as per comment from letter dated 6/27/08 2 07/14/08 Environmental assessment form 9 8 1/2 x 11 Color renderings 1 each )ark skies compliant lighting fixture cut sheets 2 Signage package Sending You: (~) Attached ('} Prints / Sepias (i) Diskettes (.) Under seperate cover (") Applications ( ) Change Order the following items: Via: UPS (i) Shop Drawings (~) Specifications ( ) Copy of Letter ( } These are transmitted as checked below: (~) For Approval ~ No Exceptions Taken {i) For Review & Comment (.) ForYourUse ~') Exceptions Noted (~ As Requested ( ) Returned For Corrections (~) For Bids Due (i..) As Requested By ( '~ Remarks: Distribution: Please contact this office with any questions. iThank You Written by: John M Byrnes Initials: jmb Signed by: ~~......___ ^rch~ect, P.C. - Tmnsmitt~l~rm - Ver 0207 DESCRIPTION The classic lines and sophisticated construction of the Vision Site lumlnaire makes it an ideal complement to site design. The combination of smooth contours and sharp rear reveals allow the fixture to change character from different viewing angles while providing excellent Iow-glare photometrics, U.L. listed and gSA certified for wet locations, VXS-175-MH-3S-AP Chase Southold - 53530 Main Road Eric Romanyszyn INVUE® A2 July 14, 2008 SPECIFICATION FEATURES A ... Housing One-piece, die-cast aluminum housing maintains a nominal 0,125" wall thickness, Integral reveal channels along top surface of housing promote heat extraction and prolonged electrical component life, Solid cast wall separates optical chamber from electrical area, B ... Electrical Tray Ballast and related electrical componentry are mounted to a reinforced one piece galvanized steel tray with integral handle. For ease of maintenance, tray hinges open via toolless release of one spring loaded latch. Electrical quick disconnects allow tray to be completely removed from housing providing ample hand and tool room for aU, achment of fixture during installation, and a safer servicing environment. Optional tray mounted fuse connections offer a distinct and easy to maintain alternative to common inline fuse connections. C ... Door One-piece aluminum die-cast door frame, Door frame opens via release of one flush mount toolless latch. Tempered 1/8" thick clear glass lens seals to door with a weather-tight continuous gasket. Optical chamber is sealed against entry of dirt and moisture by a continuous door mounted gasket which firmly compresses against optical enclosure walls. D ... Lens Impact resistant 1/8" thick tempered clear flat glass. E .,, Optical Systems Choice of five {5) efficiency segmented optical systems constructed of premium 95% reflective anodized aluminum sheet, Optical segments are rigidly mounted inside a thick gauge aluminum housing for superior protection. All segment faces are clean of rivet heads, tabs, or other means of attachment which may cause streaking in the light distribution, All reflector modules feature toolless removal, quick disconnect wiring plugs, and are toolless field rotatable in 90 degree increments, HID lamp sources in small housing IVXS) optics feature medium-base lampholders, One-piece extruded rectangular 5" arm, Internal bolt guides allow easy positioning of fixture during installation to pole or wall surface. G ... Structural Mount Die-cast aluminum cleat factory mounted to luminaire and finished in luminaire color. Stainless steel diameter and is provided in luminaire finish color or optional natural finish. Product works in conjunction with accessory VXS 5" arms. INVUE poles provided pre-drilled for suspension mount option. See INVUE pole brochure for a complete selection of matching poles. H ... Finish Housing and arm finished in a 5 stage premium TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection colors include black, bronze, grey, white, dark platinum, and graphite metallic, RAL and custom color matches available. Consult your INVUE Lighting Systems Representative for more DIMENSIONS 13 1/2' [343 I152 mm] J L 23" [584 mmJ ~ 5"{127 mm] .................................................... Y~ .................... CO0~ Lighting STRUCTURAL MOUNT SI)ecifications and Dimensions subject to change without notice. Consult your representative for additional options and finishes VXS VISION SITE SMALL 42-175W Metal Halide High Pressure Sodium Compact Fluorescent ARCHITECTURAL AREA LUMINAIRE EPA: Single Structural: %28 SHIPPING DATA (approx.) Net Weight (lbs.): 35 Volume [cu. fi): 3.00 AVU031920 03/07/2007 2:14:55 PM ORDERING INFORMATION VX$ VISION SITE SMALL Sample Number: VXS-175-MH-MT 3S-BK-PRCPS-L Product Family VXS= Vision Site Small Lamp Type MH: Metal Halide HPS: High Pressure Sodium ~F= Compact Fluorescent~ Ioltage s ,Optical System 12S: Type II IS: Type III ~S: Type IV iS: Type V ,~L: Forward I~row wi Spill Light Eliminator BK: B(ack AP: Grey GM: Graphite Metallic WH: White Dp= Dark Platinum II II Single Fuse (120, 277 or 347V) Specify : Double Fuse (208, 240 or 480V) Specify Voltage : Quartz Re$~ke w/Time Delay (Also ~ Strikes at Cold Start) PC: Button Type Photocontrol (Specify Voltage) IlS: House Side Shield~7 I/S: Polycarbonate Vandal Shield L: Lamp Included DRILLING PATTERNS VXS (TYPE WE") [72mml 3/4" 120mini VXS Structural Mount (TYPE "F") dia. hole 2 3/4" [70mm] 11" [280rnm] 3/4" 120mm] - dia. holes 3 7/8" [99mm] ITmm] (2)3/8"[10mm] die, holes MOUNTING VARIATIONS Wall Mount COOPER Lighting Sl)ecifications and Dimensions subject to chan;ie without notice. AVUO3~S2O Nelson, Pope & Voorhis, LLC 572 Walt Whitman Road Melville, NY 11747 Phone: 631-427-5665 Fax: 631-427-5620 July 02, 2008 For: Town of Southold Planning Board Town Hall, 53095 State Rte 25 PO Box 1179 Southold, NY 11971-0959 Attention: Geralyn Woodhouse Statement of Account VA02615 Invoice Due Current Payments/ Amount Invoice fype Reference Date Dale Credits/Discounts Due 5863 Invoice 6/I 1/2008 7/11/2008 0.00 1,900.00 Projecl Tolals: 0.00 1,900.00 VA02616 Chase Bank Site Plan, Mattituck Invoice Due Cunent Payments/ Amount Invoice Type Reference Date Date Credits/Discounts Due 5866 Invoice 6/11/2008 7/11/2008 0.00 850.00 Project Totals: 0 00 850 00 Report Totals: 0.00 $2,750.00 IF YOU HA VE ANY QUESTIONS REGARDING THIS STATEMENT PLEASE CONTACT KERI AT 631 427 5665 XT 504 NELSON & POPE NOW ACCEPTS CREDIT CARDS VISA - MASTERCARD - AMERICAN EXPRESS FOR YOUR CONVENIENCE, YOU MAY PAY THIS INVOICE WiTH YOUR CREDIT CARD TO PAY WiTH YOUR CREDIT CARD, PLEASE COMPLETE THE INFORMATION BELOW AND RETURN BY MAIL, [.JVISA ~Mastercard WIAmerican Express Account No. Exp, Date Signature Amotmt Purchase Order # Date Tax Exempt # A163554 IDeliver and send_billing to: Oe.,~en, H~o~5. Address VENDOR ITEM **Return this copy and Town of Southold voucher itemized and signed for payment** QUANTITY UNIT COSTI TOTAL I I~/~, THIS PURCHASE ORDER IS NOT VALID WITHOUT THE SIGNATURES OF THE DEPT. HEAD AND THE SUPERVISOR I CERTIFY THAT THERE ARE SUFFICIENT FUNDS AVAILABLE IN TH/~PPROPRIATION CHARGED Dept. Head I CERTIFY TH)~ TO BE A JUST Supervisor VENDOR COPY , [Vendor No To~5 n of Southold, New York- Payment Voucher ~,~u~,~ /¥i~'/ Pa?ee Cel!Sfication ve s. on, 'ope voo[ s, LLG 572~ Walt Whitman Road Phone: 61~127-5665 Melville NY 11747 Fax: 631,-427-5620 Invoice Property: 08082 Project: V),~l~ 5 _~CChase Bank Site Plan, SouthoT~l~ ~ ~;~,' Manager: Eiseman, Kathryn To: Town of Southold Plannine Board Town Hall, 53095 State Rte 25 PO Box 1179 Southold NY 11971-0959 Attention: Geralyn Woodhouse Invoice #: 5863 Invoice Date: June 11, 2008 MAKE CHECKS PAYABLE TO NELSON POPE & VOORHIS Invoice Amount $1,900.00 Review application for completeness and prepare letter to applicant. Attend (2) meetings; field inspection; prepare draft staff report. Prepare figures. Work Performed thru 4/11/08 Specified Fee: $1,900.00 *** Total Project Invoice Amount $1,900.00 All invoices are due net 30 day& A late charge of 1% per month will be added to any unpaid balance after 30 day& Please make ali checks payable to NELSON POPE & VOORH1S Please include invoice number on check NELSON POPE & VOORHIS NOW ACCEPTS CREDIT CARDS VISA - MASTERCARD - AMERICAN EXPRESS PLANNING BOARD MEMBERS JERILYN B. WOODIIOUSE Chair KENNETH L. EDWARDS MARTIN It. SIDOR GEORGE D. SOLOMON JOSEPII L. TOWNSEND PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 June 27, 2008 Mr. Kenneth Garvin, AIA 181 East Jericho Turnpike Mineola, NY 11501 Re: JP Morgan Chase Bank, Southold Site Plan Review SCTM# 1000-61-4-1 Dear Mr. Garvin: We have made a second review of the above referenced site plan application to establish the completeness of the submission. We have determined that the application remains incomplete based on the submission requirements for a site plan application for the following reasons stated below. We cannot process this application further until we receive a complete application - see Town Code {}280-133 for the site plan application requirements. Any comments provided below which go beyond the completeness of the application are provided for your information and consideration. Additional comments will be provided following full review by staff, the Town Planning Board, Town departments and involved/interested agencies. 1. The Planning Board will require a minimtun 25' vegetated buffer along the boundaries of this site that abut or are close to residential uses. You might consider reviewing your plans to make certain you have accommodated this requirement. 2. Revision dates should be provided on all future submissions (on all sheets). 3. Surrounding buildings and uses within 200' must be illustrated on all sheets. 4. The Part I EAF should be revised and completed. There is inaccurate information provided and several blanks need to be filled in. 5. A revised signage plan should be submitted. Any signs which are not in conformance with Town Code should be revised accordingly. 6. The site plan should indicate if one of the drive-thru bays will be utilized for an ATM. 7. The ATM location may need to be relocated if conformance to NYS lighting regulations conflict with Town code that prohibits light trespass onto neighboring properties. Plans should show how proposed lighting will conform to requirements for ATMs and not result in light trespass. You submittal of these last few site plan requirements will enable us to proceed with review of this application. If you should have any questions or require additional information, please do not hesitate to contact me. 2~ yours, Planning Director cc: Planning Board File 2 Lanza, Heather From: Sent: To: Cc: Subject: Lanza, Heather Monday, June 30, 2008 3:26 PM 'Kenneth R. Garvin' Winser, Kristy Chase - Southold Ken, I received the e-mail you sent with the new elevations and drawings of the building. The new drawings will be sent to the Architectural Review Committee (ARC) during the regular referral process, after the Planning Board accepts the application. The pre-submission meetings with the ARC held to date were a courtesy, however any further review prior to the Planning Board's official referral is outside our normal procedure. Thank you for your patience. Heather Lanza, AICP Town Planning Director 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Phone: (631)765-1938 E-mail: heather.lanza(2~town.southold.ny.t~s WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, June 16, 2008 at 4:15 p.m. 4:15 p.m. Review Special Meeting Agenda 4:30 p.m. Special Meeting 4:45 p.m. Allan Connell, Natural Resources Conservation Service, USDA 5:00 p.m. Site Plans & Subdivisions Site Plans: Hudson City Savings Bank Plaza, a.k.a. End of SCTM#: 1000-122-3-1.2, 2, 5.1, 17 the Road, LLC Location: 11520-11750 NYS Road 25 in Mattituck Description: Two new buildings: one office building, 9,986 square feet, and one bank, 3,241 square feet on a 1.9 acre split-zoned parcel in the General Business and Residential-40 Zoning Districts. Status: Application review Action: Review site plan and comments from other agencies. Bank, Soutl~ Id~, SCTM#1000-61-4-1 Location: southeast corner of the intersection of NYS Route 25 and Wells Avenue, known as 53530 Main Road, in Southold Description: new construction of a 3,780 sq. ft. bank with two drive-through bays on a vacant 99,209 sq. ft. (2.28 acre) parcel in the HB Zone Status: new application Action: Accept application, declare Lead Agency, refer out and conduct coordinated SEQR review. Attachment: Copy of letter to applicant, staff report from NPV Subdivisions: Nickart Realty SCTM#1000-52-2-13 Location: south side of North Road, approximately 900 feet west of Bayberry Lane, in Southold. Description: Proposal to subdivide a 34,896 sq. ft. parcel into two lots where Lot 1 equals 17,438 sq. ft. and Lot 2 equals 17,438 sq. ft. in the R-40 Zoning District. Action: Review proposed subdivision. IVel on, Hope & voorlllS, LLG 575 Walt Whitman Road Phone: 0-427-5665 Melville NY 11747 Fax: 63f-~27-5620 Invoice Property: 08082 Project: VA02615 Lfl Chase Bank Site Plan, Southold ~;'~, Manager: Eiseman, Kathryn To: Town of Southold Plannin~ Board Town Hall, 53095 State Rte 25 PO Box 1179 Southold NY 11971-0959 Attention: Geralyn Woodhouse Invoice #: 5863 Invoice Date: June 11, 2008 MAKE CHECKS PAYABLE TO NELSON POPE & VOORHIS Invoice Amount $1,900.00 Review application for completeness and prepare letter to applicant. Attend (2) meetings; field inspection; prepare draft staff report. Prepare figures. Work Performed thru 4/11/08 Specified Fee: $1,900.00 *** Total Project Invoice Amount $1,900. O0 All invoices are due net 30 da)'~ A late charge of 1% per ntonth will be added to att)' unpaid balance after 30 days. Please make all checks payable to NELSON POPE & VOORHIS Please include invoice number on check NELSON POPE & VOORHIS NOW ACCEPTS CREDIT CARDS VISA - MASTERCARD - AMERICAN EXPRESS SUBIMAL CHAKRABORTI, f~E. REGIONAL DIRECTOR June 10, 2008 Mr. Jeffrey J. Patanjo Project Engineer Savik & Murray LLP 2150 Smithtown Ave Ronkonkoma, NY 11779 Dear Mr. Patanjo: STATE OF NEW YORK ~ DEPARTMENT Of t~~ HauPPauge, N~/V YORK 11788 ASTRID C. GLYNN COMMISSIONER Your March 26, 2008 Submission Chase Bank Route 25, Southold SCTM 1000-06100-0400-001000 Our Case No. 08-145P This is in regard to the site plans for the referenced project which were submitted to us for review. Prior to an approval of the site work and issuance of a New York State Highway Work Permit, the following item must be addressed: 1. Plan Sheets shall not exceed 24" X 36". In recent years, many states have employed access management as a major technique to address conflicts between through traffic and that generated by developments. The goals of access management are to limit the number of access points, separate conflict points and remove turning traffic from through movements. New York State is utilizing this technique to minimize impacts to State highways. We recommend, therefore, that cross access to this site be obtained from adjacent property. If this is not presently possible, it should be shown on the plans for implementation as part of future redevelopment. The plans should show and call out the replacement of all sidewalks along the NY 25 site frontage. All details should be shown on the plans referenced to NYSDOT specification item numbers. If the existing intersection pedestrian ramps do not include detectable warning fields please show and call out these features for the pedestrian ramp on the site comer(s) and any of the other connecting ramps at the intersection. Mr. Jeffrey J. Patanjo June 10, 2008 Page 2 of 2 4. We recommend that, as part of the work at this location, a new "2-1/2 miles ahead" sub panel sign be installed under the existing "No R Permit Trucks" sign. Please show and call this out on the plans. 5. A stop sign and stop line should be installed in the site driveway. 6. Back to back one way signs should be installed on each side of the site driveway to supplement the "Do Not Enter" signs. Please provide us with four (4) sets of revised plans that address the comments above. Review of the subject material is being coordinated by Mr. Mark Wolfgang. He can be contacted at (631) 952-7973 if you have any questions regarding this matter. Please send all correspondence to his attention. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, Original Signed By Shaik A. Saad SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety cc: ~tlr. Peter Harris, Superintendent of Highways, Town of Southold v/Ms. Jerilyn Woodhouse, Planning Board Chairperson, Town of Southold Mr. Bruno Semon, Senior Site Plan Reviewer, Town of Southold SAS:MDW:AJF Town of Southold Planning Board Southold Town Hall Annex 54375 State Route 25 POBox 1179 Southold, NY 11971 To: File From: Kristen McCabe Date: June 4, 2008 Re: Southold Chase Bank Site Plan SCTM #: 1000-61-4-1 NELSON, POPE & VOORI-IIS, LLC -- ENVIRONMENTAL · PLANNI2qG · CONSULqTIq~- A revised Part I EAF revised site plan, lighting details and ~Os'~ignagqrpl~s wff£~ rece' ed on the above referenced project. The following provides the_co~t~ that were ,made to the applicant in a letter dated April 11, 2008, and a status update 15h~i on the applicant s revisions, received on May 20, 2008: 1. The Environmental Assessment Form (EAF-Part 1) shouM be fully and accurately completed The Part I EAF still contains the following errors. Further clarification is needed. 1. "Description of Action" identifies a 4,200 SF building. Plans show 4,572 SF building. Which is correct? 2. Coverages after completion only show 1.25 Ac. of forested land. Will remaining 1.03 Ac. be roads, buildings and other paved surfaces? 3. Applicant does not provide soil type from Suffolk County Soil Survey. 4. Question A 6 should indicate "yes". Site is located in close proximity to the Presbyterian Church of Southold. 5. Depth to water table is +27 feet, not 35 feet as indicated. 6. Question A 9 should be changed to "yes". 7. Question A 11 should indicate who designated site as containing no threatened or endangered species. Has NYS Natural Heritage been contacted? 8. Question A 17a states that the site does not have sufficient capacity to allow for connection of public utilities. Please clarify. 9. Question B If states 43 proposed off-street parking spaces. Plan shows 46 spaces. 10. Question Blg is incorrect. A drive-through bank generates significantly higher trips than 10, as stated. ITE Trip Generation estimates a total of 326 trips in the PM Peak hour. 11. Question B 2 doesn't specify tons or cubic yards. 12. Question B 3 should be filled out. It is not N/A. 13. Question B 4 conflicts with the coverages provided on page 3. Coverages indicate ±1.03 acres of vegetation removed. How was 0.77 acres calculated? 14. Question B 10 indicates 5 jobs will be eliminated by the project. Please specify, as site is currently vacant. 15. Provide source for B 16a. Our sources show a total of±.69 tons per month generated. 16. Will "Local Carter" in B 16c be private? Please specify. 17. Question B 18 indicates no herbicides or pesticides will be used. None will be used for landscaping purposes? 18. Question B 21 indicates project will not increase energy usage on site. This is incorrect and should be changed to "yes". Page I of 4 ~Fown of Southold Planning Board Site Plan Review Memo, 6.2.08 Southold Chase Bank 19. Using SCDHS flow rates, proposed bank will use approximately 247 gpd of water. (Question B 23). 20. Submittal date (March 2008) for site plan should be provided on B 25. 21. Zoning classifications within ~¼ mile radius are not provided in question C 7. 22. Question C 11 is incorrect. Proposed bank will create a demand for community services. 23. Signature date of the EAF is the same as what was previously submitted, although it has been updated. A new signature and date should be provided on futura resubmission. The site development plan is missing the following required items: o The location and use of all buildings and structures, including curb cuts, within 200feet of the boundary of the subject property. This has been added to the plan set on sheet Cl.01 o The location, direction, power level and time of use for any proposed outdoor lighting or public address system. Time of use has been added to the Photometric Site Plan, although it's unclear if the note provided is for all light fixtures or just the two in the mar of the property. Please clarify. o The location andplansfor any outdoor signs in accordance with applicable sign regulations. The signage plans have been revised. Inconsistencies with Town Code have been resolved with the exception of the following: 1. The illuminated pylon (sign 1) does not comply with the requirements of §280-85C (7), which states that the sign shall be not more than 24 square feet, the upper edge of which may not extend more than 15 feet above the ground. The proposed sign is approximately 30 SF. 2. The channel letters (sign 2) proposed for the front of the building do not comply with the requirements of §280-85N(3), which states that a wall sign or signs are allowed on the building wall, subject to the following requirements: It does not exceed one square foot in total area for each horizontal foot of the business wall facing a street. There is approximately 60 horizontal feet of wall facing the street. Because sign is approximately 63 SF in size, it is not in compliance with the Town's regulations. 3. Although subjective, it is believed that the overall sign plan for the site does not comply with the general design principals stated in §280-82, including: a. Signs should be as small as possible. b. A sign should have an appropriate size relationship to the building upon which it is placed. c. Garish colors and materials should be avoided. The site plan shouM not show any significant parking requirements as landbanked. All parking requirements shouM be included and a subsequent request to the Planning Board should be made. Landbanked parking has been removed from the plan which now shows 46 spaces required and 46 spaces provided. Page 2 of 4 6. ~Fown of Southold Planning Board Site Plan Review Memo, 6.2.08 Southold Chase Bank The Landscape Plan and the Architectural Site Plan (AS-I) are inconsistent. AS-1 indicates buffer plantings along the perimeter that are not included on the Landscape Plan. It is noted that individual plants do not need to be illustrated on AS-1. All landscaping has been removed from the Architectural Site Plan (AS-I). Insufficient buffer is provided on the eastern portion of the site in the vicinity of the single family residence. It is the practice and policy of the Planning Board to require a minimum of a 25' vegetated buffer, including evergreen screening between residential and commercial uses. Landscape Plan now shows Bayberry (evergreen) planted as buffer on eastern site boundary, however only approximately three feet is proposed. It is noted that Bayberry will not itself create a substantial visual buffer. The width should be expanded at the direction of the Planning Board and more substantial plantings provided. The following items shouM be revised on the photometric plan: o The plan incorrectly identifies the building as 4,200 SF; however the proposed footprint is 3, 780 SF. Building size has not been indicated on the revised photometric plan and therefore not inconsistent as in the previous submission. o Lighting contours should be indicated for eachfixture instead of individual foot-candle measures. Lighting contours were added to the plan illustxating that no light will extend offthe property. The plan does not specify if lights will be turned off or reduced in intensity between 11:30 PM and 4:00 A3~ Reference is made to sheet AS-1 for a schedule, but nothing was noted on AS- 1. Time of use has been added to the Photometric Site Plan, although it's unclear if the note provided is for all light fixtures or just the two in the rear of the property. Please clarify. In addition, it appears the lighting in the vicinity of the ATM does not comply with the lighting standards requiring 2 footcandles within 30 feet and I footcandle within 60 feet of an ATM. Issues may arise with the lighting of the 24-hour drive-through A TM with the nearby residences that will require revision of the plan. It is not clear whether lighting proposed complies with State requirements for A TMs. Lighting for ATM will be recessed canopy downlight, which will be on a dusk to dawn sensor. However, it appears the lighting in the vicinity of the ATM does not comply with the lighting standards requiring 2 footcandles within 30 feet and 1 footcandle within 60 feet of an ATM. o PlandoesnotappeartoconformtotheTown'spolicyforGoodExteriorLightingPlans. Lighting proposed at the ATM will be metal halide, which is discouraged per the policies provided. The Town prefers High Pressure Sodium lights to be used. Page 3 of 4 ~fown of Southold Planning Board Site Plan Review Memo, 6.2.08 Southold Chase Bank The light pole detail shows the fixtures at a total height of 20' (mc~x), however the restrictions in 3~280-117 limit the height o f freestanding outdoor lighting fixtures to 14feet above ground level. Detail now shows light pole at a maximum of 14 feet. 7. Several of the proposed signs do not comply with the standards set in Article XIX of the Zoning Code. Same as item #2, with respect to signs. Page 4 of 4 181 East Jericho Turnpike, Mineola, New York 11501-2032 To: Town of Southold - Planning Department 54375 Main Road Southold, New York 11791 Attn: Director of Planning - Heather Lanza Tel: 631-765-1938 J R S A R C I~1 T E C T, Tel: 516-294-1666 Fax: 51~2~1~9 Date: ~ 5/16/2008 Project No: 07201 Re: JP Morgan Chase Southold, NY New Branch Building 53530 Main Road, Southold, NY t 2 TS-1 02/12/08 Title Sheet and General Notes 12 AS-1 02/12/08 Architectural Site Plan 12 Cl.01 05/05/08 SiteDemolitlon Plan end 20Oft Radius Map 12 Cl.02 O5/05/08 Site, Grading, Drainage, Alignment, and Stdping Plan 12 Cl.03 05/05/08 Site Utility Plan and Radius Map 12 C1.04 05/08/08 Landscape Plan 12 C1.05 05/05/08 Civil Details 12 A1.07 02/12/08 First Floor Furniture Plan 12 A2.01 02/12/08 Exterior Elevations 12 A2.02 02/12/08 Exterior elevations 12 PH-1 02/12/08 Photometric Plan 2 Proposed Sign Package 2 Environmental Assessment Form Sending You: ~) Attached (i-.) Under seperate cover the following items: Via: UPS ~ Prints/Sepias (.i) Applications (~.) Shop Drawings ~) Specifications C} Diskettes (~ Change Order {~) Copy of Letter (-~ EAF These are transmitted as checked below: (~ For Approval (~) No Exceptions Taken [~ ~ ~R[~jev~& ~mn~t O As Requested {~) Returned F~ C~r~tions ~ ~} ~" '~ ~'~ ~e ~ ~ ~ ::Please contact this office with any questions, r ....... . ......... ::Thank You Written by: John M Byrnes Initials: jmb -- SIGNAGE DUE DILIGENCE WORKSHEET NW CHASE Signage Due Diligence Worksheet Generallnfo I Coming Soon Ground Sign I Primary Ground Sign i Building Sign I Directional / Regulatory Signs I Awnings -- SIGNAGE DUE DILIGENCE WORKSHEET I Other Restricting Factors: NW INDUSTRIES Additional Comments Code Allowances - completed by Sign Vendor IGeneral Inf° I Coming Soon Ground Sign - s,G.AGE .uE .,.,GE.CE WO....T .w i Awnings Are branded awnings allowed? nlno Are illuminated awnings allowed I Other Governing Agencies Identify other governing agencies that could override code (ARB HRB, PUD, etc) and Iisi the known restrictions i Variance Process ISigns require PLANNING BOARD APPROVAL when proposing signs on e new bugding..,Signs need to be incorporated into the building package at initial review_Planning has control over signage for any new Ibuildings,.Chase Architect/GC would submit signage as part of there building package Wha s he app ca ion process and timing for variance approval ? What are the variance application fees? i 4-6 months ~/hat is the likihood of being granted a variance with this municipality i must prove hardship Additional Comments Please list any additional comments OVEFI'ALL SITE PLAN -- SIGN LEGEND & LOCATION PLAN NW INDUSTRIES Site # # Sign Code Description 6258 1 P-25 Pylon 6258 2 LIF-WBO-36 Channel Letters 6258 3 LIF-WBO-36 Channel Letters ~6258 4 LIF-WBO-24 Channel Letters 6258 5 LIF-WBO-24 Channel Letters 6258 6 DU-B Lane Designator 6258 7 FC-3-W Clearance Sign 6258 8 DU-C Lane Designator 6258 9 D-5 Directional 6258 10 D-5 Directional 6258 11 TC-P-C Handicap Parking 6268 12 TC-P-D Handicap Parking w/van 6258 13 TC-P-J Regulatory Sign 6258 14 TC-P~J Regulatory Sign 6258 ~15 TC-P-H Regulatory Sign 6258 16 TC-P-H Regulatory Sign --FLOOR PLAN NW INDUSTRIES -- PYLON ~ Illuminated Pylon - P-25 Scale: 3/8'= 1'-0" NOTES: O/F internally illuminated Pylon. Routed alumlnum face finished MP 19891 It nickel w/fabricated letters w/ white acrylic faces amd blue returns to match Prvls 30Q blue. Formed ACR¥STEEL 6046 ~lue acrylic Ioeo. AneJie~ side light panels formed using I~TM process maete from 3/16" translucent fiberglass to match blue 6046 blue acrylic. Base painted MP-18248 Dk nickel. -- ELI:VATION$ NW O !~N~pSTRIES All Bui ding ~lmenslons to be vet fled orior to fabr cation WiTH QUALITY NORTH ELEVATION - NTS 21' 0 3/4" CHANNEL LETTERS- LIF-WBO-36-s - ELEVATION ~THERMO FORMED1/8" ARISTECH #6046 BLUE TRANSACRYLIC FACES WEEP HOLES (AS REQ'D) ARISTECH #6046 BLUE TRANS ACRYLIC FACES. 090" ALUM, RETURNS EXTERIORS FINISHED MP-19891 NICKEL GLOSS W/ IHTERIORS FINISHED WHITE (AS REQ'D) WEEP HOLES {AS REQ'D) OCTAGON - SIDE VIEW SCALE: 3/16" = 1' 0" l:x 1/8"ARISTECH ~6046 BLUE TRANS. ACRYLIC RETURNS / CHEMICALLY BONDED TO FACE W/2ND SURFACE 3635-70 WHITE DIFFUSER FILM. -- 090" ALUM. LETTER BACK -- FINISHED TO MATCH PMS \', 300 WI SEMI-GLOSS FINISH, ~ 1/2" STAND-OFF (AS REQ'D) -- WEEP HOLES (AS REQ'D) LETTER - SIDE VIEW SCALE: 3/16' - 1' 0" -- ELEVATIONS All Building dimensions to be verified ?riot to fabrication SOUTH LLEVATION -NTS 2?-0 3/4" - 1/8" ARISTECH #7328 WHITE tRANS. ACRYLIC FACES W/MATTE FINISH CHANNEL LETTERS- LIF-WBO-36-s - ELEVATION 3'-111/4" SCALE: 3/16" = 1' 0" THERMO-FORMED 1/8" ARISTECH #6046 BLUE TRANS. ACRYLIC FACES WEEP HOLES (AS REQ'D) Clearance Si~n - TC-3-W Scale: ~" = 1'-0" NOTES: 125 aluminum face finished 19891 Nickel 680 10 white Ivinyl copy. Access band finished PMS 300 blue Font: Bliss Bold IChase to provide clearance height* 8 7/8" (AS REQ'B) - - WEEP HOLES (AS REQ'D) OCTAGON - SIDE VIEW SCALE: 3/16" = 1' 0" ~1/2~ 1/8" ARISTECH #6046 BLUE I I / TRANS. ^C L C RETURNS / CHEMICALLY BONDED TO FACE W/2ND SURFACE 3635 70 WHITE DIFFUSER FILM. .090" ALUM. LETTER BACK FINISHED TO MATCH PMS 30OW/SEMkGLOSS FIHISH. 1/2" STAND-OFF (AS ~ --- WEEP HOLES {AS REQ'D) LETTER - SIDE VIEW SCALE: 3/16" = 1' 0" 7/8" Drive Up Lane Desi~nator-DU*B Scale: V~" = 1'-0" NOTES: Routed aluminum face finished MP 19891 Nickel I backed up with white ?lex. Slanted aluminum cladding finished PMS 300 blue with attached LED unit. Font: Bliss Bold '/8" ~ATM Drive Up Lane D~ignator-DU-P, Scale: ~" = 1' -- ELEVATIONS NW All Building dimensions to be verlfied ~rior to fabricatlor~ INDUSTRIES EAST ELEVATION NTS 14'-Q 1/2" I0'-8 3/4" 8 1/4"I I ~ 2'-71/2" I/8" ARISTECH #7328 -- WHITE TRANS. ACRYLIC FACES W/MATTE FINISH ARISTECH #6046 BLUE TRANS. ACRYLIC FACES. ~WEEP HOLES (AS REa'D) ~ CHANNEL LETTERS LIF-WBO-24-s - ELEVATION SCALE: 1/4" = I' 0" .7 3/4", 1/2"~z- 5 ' THERMO-FORMEB 1/8' 2 1/4'~1/2 ARISTECH #6046 BLUE TRANS ACRYLIC FACES. ~ ~ .090" ALUM. RETURNS EXTERIORS FINISHE~ Y~" STAND-OFF (AS REQ'D) -- WEEP HOLES {AS REQ'D) OCTAGON - SIDE VIEW SCALE: 1/4" = 1' 0' 118" ARISTECH #6046 BLUE TRANS. ACRYLIC RETURNS CHEMICALLY BONDED TO FACE W/2ND SURFACE 3635-70 WHrTE DIFFUSER FILM. .090" ALUM. LETTER BACK FINISHED TO MATCH PMS 300 W/SEMI-GLOSS FINISH. VZ' STAND-OFF (AS REa'D) WEEP HOLES (AS REQ'D) LETTER - SIDE VIEW SCALE..1/4'= 1'0' -- ELEVATIONS All Building dimensions to be verified prior to fabrication NW INDUSTRIES WEST ELEVATION - NTS 14' O 1/2" 8 1/4" 2'-71/2" 1/8" ARISTECH #7328 WHITE TRANS. ACRYLIC FACES W/MATTE FINISH THERMO-FORMED 1/8"-- ~, ARISTECH #6046 BLUE ~ WEEP HOLES TRANS. ACRYLIC FACES. (AS REQ'D) CHANNEL LETTERS LIF-WBO-24-s ELEVATION SCALE: t/4" = I' 0" 7 3/4* 1/2".~ ,~,,~5" THERMO FORMED 1/8" 1/4' 1 ] 1'~.-- ARISTECH #6046 BLUE - .09Q' ALUM. RETURNS --.LI EXTERIORS FINISHED ~. MP-19891 NICKEL GLOSS i~"~ ,~ W/INTERIORS FINISHED WHITE. " Rz" STAND-OFF (AS REQ'D) -- WEEP HOLES (AS REQ'D) OCTAGON - SIDE VIEW SCALE: 1/4"= 1'0~ 5", 3/4" 1/8" ARISTECH #6046 BLUE ~]~[~1/2" TRANS. ACRYLIC RETURNS ~ CHEMICALLY BONDED TO FACE W/2ND SURFACE 3635-70 WHITE DIFFUSER FILM. .090" ALUM. LETTER BACK FINISHED TO MATCH PMS 300 W/SEMi-GLOSS FINISH. '/2" STAND OFF (AS REQ'D) WEEP HOLES (AS REQ'D) LETTER - SIDE VIEW SCALE: 1/4'= 1'0" -- DIREbTIONALS NW INDUSTRIES IDENTIFY WITH QUALITY SIDE A Directional-D-5 Scale;Ya'= 1'-0" SIDE B SIDE A Directional Scale:Va"= l'-O' SIDE B NOTES: Top Portion: Aluminum face finished 19891 Nickel with a?plied 3M 680-1Q white reflective and 3M 680-76 Lt blue reflective vinyl graphics, Bottom portion finished 18248 dk nickel with applied 3M 680 lQ white reflectlve vinyl graphics. Beveled return finished PMS 300, Font: Bliss 8o1~ ~Pole Reelulator~ Slain - TC*P-C ~ Scale: Va"-- l'-O" ~ Rote Re~l~lator~ Si~ll * TC-P-D ~ Scale: V~"= I'-Q" NOTES: Bottom portion: Aluminum face finished MP 18248 dk nickel with applied and 3M 680 lQ white reflective vinyl copy. 3M 680 75 blue reflective vinyl square with 3M 680 10 white reflective vinyl glyph Top portion finished Nickel MR 19891 with applied 3M 7725-10 white and 3632 127 blue vinyl logo over 3M 7725 10 white, Triangle support finished PMS 30Q blue Pole RequIator,¥ Siqn - Tc-P-j Scale; V,"-- 1'-0'' NOTES: Bottom portion: Aluminum face qnished MP 18248 dk nickel with applied and 3M 680-1Q white reflective vinyl copy Top portion finished Nickel MP 19891 with applied 3M 7725-10 white and 3632-127 blue vinyl logo over 3M 7725-10 white. Triangle support finished PMS 300 blue. ~Pole Mounted Requlatorv Siqn- TC-P-H Scale: V~"= 1'-0" NOTES: Bottom portion: Aluminum face qnished MP 18248 dk nickel with applied and 3M 680-10 white re~ective vinyl copy. 3M 680-72 red reflective vinyl circle with 3M 680-10 white reflective vinyl bar. Top portion finished Nickel MP 19891 with applied 3M 772540 white and 3632-127 blue vinyl logo over 3M 7725-10 white. Triangle support finished PMS 300 blue. SURROUNDING BUSINESS PHOTOS NW INDUSTRIES Submission Without a Cover Letter Sender: Subject: SCTM#: 1000- Date: Comments: architecture interior design KENNETH R. GARVIN, AIA Project Architect management 181 EAST JERICHO TPKE MINEOLA, NY 11501-2032 BUS: 516 294-1666 FAX: 516 294 1669 www irsa¢chitect corn e-mail: krg@jrsarchitect.com LONG ISLAND NEW YORK CITY PRINCETON Town of Southold Architectural Review Committee Minutes April 24, 2008 4:00pm Town Hall Meeting Hall MEMBERS PRESENT: Ural Talgat, Acting Chairman; Herbert Ernest; Joseph Lee; Ronald McGreevy; Nicholas Planamento; Elizabeth Thompson; Heather Lanza, Planning Director; Elizabeth Cantrell, Secretary The minutes for the March 20, 2008 meeting xvere approved. REVISITED APPLICATIONS: HUDSON CITY SAVINGS BANK SCTM #1000-122-3-1.2, 2, 5~1 ~ ~ .... ' Mr. & Mrs. Daniel Mooney, P.C., owners of the project pr~ente~t t~e applicatton. PROJECT APPROVED: The Committee fully endorses the use of solar panels on the roof of the txvo-sto~y office building. The Committee is approving the application with the addition of the following recommendations: Try to match the roofing color to the color of the solar panels on the t~vo-story office building. On the office building facing north, remove the second-story ornamental roof and replace proposed window with arch style similar to the window on the single story building. Widen the ornamental roof on the front elevation of the office building to more closely match the single-story building. Add more of a mix of species of evergreen trees and shrubs on the south side and southeast comer in the rear of the property than is currently shown on the plans. Eliminate lighting in the parking area that is further than 40' from the rear of the building. Landbank maximum parking at the rear lot. Use more decorative lighting fixtures than some that are currendy shown on the plans, for example the Sternberg style as submitted and/or use of Dark Sky designs all with metal halide lighting. Use a variety of cones of light and height of fixtures suited to the specific locations. The Committee does not endorse the use of the Ruud lighting fixtures as subm/tted. The two long, narrow parking islands should be combined into one wider island to be located at the area closest to the building in the southern end of the parking lot. Shade trees are recommended for this wider planting area in the parking island. MOTION MADE: Ural Talgat; SECOND: Herbert Hemcst. All in favor PRE-SUBMISSIONS: [CHAISE BANK SOUTHOLD SCTM #1000-61-4-1 Kenneth R. Garvin, ALA of JRS Architect, P.C. presented the apphcation. PROJECT NOT APPROVED: The Committee does not approve of the style of architecture for this project. The architecture for both of these buildings should follow the "character" of the North Fork. The Committee would like to see a building that reflects the architectural heritage of the North Fork. The two projects submitted could be a bank builcling an3avhere in the United States. MOTION MADE: Ural Talgat; SECOND: Elizabeth Thompson. All in favor. CHASE BANK MATTITUCK SCTM #1000-143-3-33.2 Kenneth R. Gamin, AIA of iRS Architect, P.C. presented the application. PROJECT NOT APPROVED: The Committee does not approve of the style of architecture for this project. The architecture for both of these buildings should follow the "character" of the North Fork. The Committee would like to see a building that reflects the architectural heritage of the North Fork. The two projects submitted could be a bank building anywhere in the United States. MOTION MADE: Ural Talgat; SECOND: Elizabeth Thompson. All in favor. A motion xvas made to close the meeting at 5:30pm. All in favor. Elizabeth Cantrell SecretaU~ STATE OF NEW YORK DEPARTMENT Of TRANSPORTATION region TeN 250 VEtErANS MEMORIAL Highway HaUPPAUgE, NEW York 11788 www. nysdot.gov SUBIMAL CHAKRABORTI~ F~E. REGIONAL DIRECTOR ASTRiD C. GLYNN COMMISSIONER April 21, 2008 Mr. Jeffrey J. Patanjo Project Engineer Savik & Murray LLP 2150 Smithtown Ave Ronkonkoma, NY 11779 Dear Mr. Patanjo: Your March 26, 2008 Submission Chase Bank Route 25, 1~4~!~1~, Southold SCTM 1000-06100-0400-001000 Our Case No. 08-145P This is to acknowledge receipt of your submission on the above permit application. We are in the process of reviewing your submission. When our review is complete we will notify you by letter to provide you with further direction in the Highway Work Permit application process. Please note that any utility work proposed in State Highway right-of-way will require a separate application and submission of utility plans to our Maintenance facility at Riverhead. The utility plans shall include installation and restoration details in addition to Maintenance and Protection of Traffic plans - all referenced to NYSDOT specification item numbers and the Manual of Uniform Traffic Control Devices. The applicant may contact Mr. Kevin Matthaei at (631) 727- 1731 for further directions regarding Utility Highway Work Permit (HWP) application. The applicant should be made aware that utility HWP issuance is subject to issuance of the HWP required for site work. This permit application should be sensitive to the unique visual and historic setting of '/he Long Island North Shore Heritage Area, which runs from the Queens/Nassau County line tO Orient Point, and from Route 25 or 1-495, (whichever is farther south), to Long Island Sound in the north. Questions concerning this matter should be directed to Mr. Mark Wolfgang at (631) 952-7973. Please send all correspondence to his attention at the above address. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for the opportunity to review this development and for your cooperation concerning this matter. Very truly yours, Original Signed By Shaik A. Saad SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety cc: J~lr. Peter Hams, Superintendent of Highways, Town of Southold s. Jerilyn Woodhouse, Planning Board Chairperson, Town of Southold Ms. Wendy BrOdsky, Long Island North Shore Heritage Area Planning Commission SAS:MT:AJF PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAIIANG ,M)DRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 Aprilll,2008 Mr. Kenneth Garvin, AIA 181 East Jericho Turnpike Mineola, NY 11501 Re: JP Morgan Chase Bank, Southold Site Plan Review SCTM# 1000-61-4-1 Dear Mr. Garvin: We have made the initial review of the above referenced site plan application to establish the completeness of the submission. We have determined that the application is currently incomplete based on the submission requirements for a site plan application for the following reasons stated below. We cannot process this application further until we receive a complete application - see Town Code {}280-133 for the site plan application requirements. Any comments provided below which go beyond the completeness of the application are provided for your information and consideration. Additional comtnents will be provided following full review by staff, the Town Planning Board, Town departments and involved/interested agencies. 1. The Environmental Assessment Form (EAF-Part I) should be fully and accurately completed. 2. The site development plan is missing the following required items: o The location and use of all buildings and structures, including curb cuts, within 200 feet of the boundary of the subject property. o The location, direction, power level and time of use for any proposed outdoor lighting or public address system. o The location and plans for any outdoor signs in accordance with applicable sign regulations. 3. The site plan should not show any significant parking requirements as landbanked. All parking requirements should be included and a subsequent request to the Planning Board should be made. 4. lhe Landscape Plan and the Architectural Site Plan (AS-I) are inconsistent. indicates buffer plantings along the perimeter that are not included on the Landscape Plan. It is noted that individual plants do not need to be illustrated on AS-I. 5. Insufficient buffer is provided on the eastern portion of the site in the vicinity of the single family residence. It is the practice and policy of the Planning Board to require a minimum of a 25' vegetated buffer, including evergreen screening between residential and commercial uses. 6. The following items should be revised on the photometric plan: o The plan incorrectly identifies tile building as 4.200 SF; however the proposed footprint is 3,780 SI:. o Lighting contours should be indicated for each fixture instead of individual l'oot- candle measures. o The plan does not specify if lights will be turned off or reduced in intensity between 11:30 PM and 4:00 AM. Reference is made to sheet AS-1 for a schedule, but nothing was noted on AS-1. o Issues may arise with the lighting of the 24-hour drive-through ATM with the nearby residences that will require revision of the plan. It is not clear whether lighting proposed complies with State requirements for ATMs. o Plan does not appear to conform to the Town's policy for Good Exterior Lighting Plans. o The light pole detail shows the fixtures at a total height of 20' (max), however the restrictions in {}280- I 17 limit the height of freestanding outdoor lighting fixtures to 14 feet above ground level. Several of the proposed signs do not comply with the standards set in Article XIX of the Zoning Code. In addition to the above mentioned required items, the Planning Board may request an overlay of the site plan on a plan indicating the size and species of existing significant trees on the site. An eflbrt should be made to retain and use existing trees, and incorporate them into the site design and layout. If you should have any questions or require additional information, please do not hesitate to contact me. Very truly yours, Planning Director cc: Planning Board File NELSON, POPE & VOORHIS, LLC ENVIRONMENTAL · PLANNING * CONSULTING 572 WALT WHITMAN ROAD, MELVILLE, NY ] 1747 - 2188 (631) 427-5665 FAX (631) 427-5620 npv~nelsonpope.com PROJECT NAME: PROJECT TYPE: PREPARED BY: DATE: LOCATION: SCTM: ZONING DISTRICT: TOTAL PROJECT AREA: TYPE OF SITE PLAN: PROPERTY OWNER: APPLICANT: AGENT: SITE PLAN PREPARED BY: DATE OF PLANS: DATE OF SUBMISSION TOWN OF SOUTHOLD STAFF REPORT JP Morgan Chase Bank- Southold Site Plan Kristen McCabe April 3, 2008 s/e/c/o Main Road (NYS Rt. 25) and Wells Road, Southold 1000-61-4-1 HB Hamlet Business 2.28 acres/99,209 SF New Barkoff Properties, LLC JRS Architect, PC Kenneth Gamin, AIA JRS Architect, PC 12.18.07 3.28.08 SITE DESCRIPTION and REQUESTED ACTION The application is to construct a 3,780 SF bank with two drive-through bays on a 2.28-acre (99,209 SF) parcel located on the southeast comer of Main Road (NYS Rt. 25) and Wells Road in Southold. The property has 147.5 feet of frontage on Main Road and 671.8 feet of frontage on Wells Road. It should be identified on the site plan if the second drive-through bay will be used as an ATM. The parcel is entirely within the HB Hamlet Business zoning district. The majority of the property is wooded and has a retaining wall along the eastern boundary beginning in the northern portion of the site and extending approximately 180 feet. The northern boundary of the site is raised approximately 2-3 feet higher than the sidewalk. The site is generally flat, sloping slightly Page 1 of 6 southward. There are no buildings or other structures on the property, although there are remains of a concrete walkway indicating prior development on the site. Approximately 84,100 SF of the property (84.7%) of the site will remain in its current vegetated condition. The topographic survey elevations reference is an arbitrary datum. The USGS Southold Quadrangle topographic map shows the site at approximately 20-30 msl. The following required items were not found within the site plan drawings: a. The location and use of all buildings and structures, including curbcuts, within 200 feet of the boundary of the subject property. b. The location, direction, power level and time of use for any proposed outdoor lighting or public address system. c. The location and plans for any outdoor signs must be in accordance with applicable sign regulations. The roadway to the west of the property is referred to as both Wells Road and Wells Avenue throughout the application and site plan. SEQRA CLASSIFICATION The proposed site plan may be considered an Unlisted action, pursuant to Article 8 (State Environmental Quality Review Act, SEQRA) of the New York State Environmental Conservation Law, Section 617. PARKING Per § 280-78 of the Town Code, a bank requires 1 space for each 100 SF of gross floor area or 3 spaces per teller, whichever is greatest, plus a 5-space queuing area for each drive-through teller. As a result, a total of 38 stalls are required. The applicant proposes a total of 39 stalls, indicating that 20 stalls will be landbanked. 16 landbanked spaces are proposed in the rear wooded area and four spaces are proposed to replace a planned landscaped island. A suggested location for the landbanked stalls are indicated on the plan. Five queuing spaces are provided for each drive- through teller. Although the Planning Board has the power to allow landbanking; the site plan review must consider whether the design works with and without the landbanked stalls. SIGNS The sign legend and layout plan provided with the application package (on 8 ½ x 11 sheets) indicates a different building configuration and layout than is shown on the site plan. Therefore, it is suggested that the applicant provide an updated sign legend and layout plan to correspond Page 2 of 6 with the proposed site plan. The proposed sign locations will be different as the site plan shows no parking in the front of the building, and only one access point off Wells Avenue [instead of the two shown on the sign location plan]. In addition, it's noted that the sign legend and location plan identify signs 6-10, but are not represented in the details. It's unclear what these signs will look like. The legend identifies them as "directional". The illuminated pylon (sign 1) proposed for the northwest comer of the property is shown as 12'3/8" tall x 2'5" wide (±31 SF). This does not comply with the requirements of §280-85C (7), which states that the sign shall be not more than 24 square feet, the upper edge of which may not extend more than 15feet above the ground The channel letters (sign 2) proposed for the front of the building is shown as 3' tall x 21 '3/4" wide (±65 SF). This does not comply with the requirements of §280-85N(3), which states that a wall sign or signs are allowed on the building wall, subject to the following requirements: It does not exceed one square foot in total area for each horizontal foot of the business wall facing a street. There is approximately 60 horizontal feet of wall facing the street. The overall sign plan for the site does not comply with the general design principals stated in §280-82, including: B. Signs should be as small as possible. D. A sign should have an appropriate size relationship to the building upon which it is placed. G. Garish colors and materials should be avoided. LANDSCAPING and LIGHTING The landscape plan and the site plan are inconsistent. Plants shown on the landscape plan are not identified on the site plan. The landscape plan proposes the use of Winter Creeper in several places throughout the site. This is an invasive species and replacement with Virginia Creeper (Parthenocissus Quinguefolia) should be considered. Two single family residences are located east of the subject site separated from the site by a driveway that is a separate tax lot, adjacent to the property. §280-94 requires a 15 foot transition buffer along the boundaries of a nonresidential lot in the HB district abutting any lot in a residential district. Further , it is the practice and policy of the Plannng Board to require a minimum of a 25' vegetated buffer, including evergreen screening between residential and commercial uses. Although the adjacent residential parcels are within the HB district and not in a residential district, they are residential in use and therefore a buffer should be provided. Approximately two feet of sod are proposed in the vicinity of the house, with the drive through teller lanes located directly thereafter. The site is currently at a higher grade than the adjacent parcels to the east; however, the grading plan shows that the site will be cut so that it will be level with the adjacent parcels in this vicinity, thereby making the need for a visual buffer even more critical. Page 3 of 6 The photometric plan incorrectly identifies the building as 4,200 SF, however the footprint is 3,780 SF. The plan does not specify if lights will be turned off or reduced in intensity between 11:30 PM and 4:00 AM. Reference is made to sheet AS-1 for a schedule, but nothing was noted on AS-1. In addition, due to the 24-hour nature of ATM use, NYS regulates minimum lighting of two footcandles (fc) within 30 feet and one fc within 60 feet. The requirement identified in §280-117A which requires all lighting to be shielded so that the light source is not visible from adjacent properties would not be met if the second drive-through bay is an ATM. The plan identifies that light will be visible off the property on the north, west and east sides. The Guidelines for Good Exterior Lighting Plans states that light levels at the property line should not exceed 0.1 fc adjacent to business properties and 0.05 fc at residential property boundaries. The plan is in non-conformance with this guideline in every location except the northwest comer of the site. In addition, the area of the site in the vicinity of the single family residence ranges from approximately 4.0 fc to 0.25 fc. The light pole detail shows the lights at a total height of 20' (max), however the restrictions in §280-117 limit the height of freestanding outdoor lighting fixtures to 14 feet above ground level. According to the Guidelines for Good Exterior Lighting Plans, Metal Halide lights, which are proposed, are discouraged, and High Pressure Sodium lighting is recommended. ZONING and USE RESEARCH The Notice of Disapproval indicates the need for the site plan approval for the new construction of a bank building. The bank use is an allowable use in the HB Hamlet Business district. The project complies with the dimensional requirements of the HB district. MISC. The site is located in the vicinity of the First Presbyterian Church of Southold, which is an historic site on the National Register of Historic Places The site is not located within an Historic District, however it is within view of the easternmost edge of the Southold Historic District, located to the west. The site lies within Groundwater Management Zone IV, which allows a sanitary flow of 600 gpd/acre. The proposed flow is 226.8 gpd, which is well below the allowable flow of 1,368 gpd. PERMITS/REFERRALS to be made to the following individuals and responses summarized in a subsequent report. · Town Engineer Page 4 of 6 · Southold Fire Department · Suffolk County Planning Commission · Architectural Review Committee · Building Inspector · NYS DOT (curb cut) · Suffolk Coun ,ty Department of Health Services · Local Waterfront Revitalization Coordinator for Consistency Review RECOMMENDATIONS/PROCEDURE 1. The Planning Board should require the applicant to revise the drawings to include the required information as described above, and as required under Section 280-133 of the Town Code 2. The Part I EAF should be revised. There is incorrect/inaccurate information provided and several blanks that need to be completed. 3. The feasibility of a connection to the municipal parking lot east of the site should be considered. To make the connection, crossing an asphalt driveway would be required 4. The Planning Board may wish to consider having the applicant show all parking designed adequately in case landbanked stalls need to be improved in the future. Landscaping with the parking area may also be appropriate. 5. A revised signage plan should be submitted showing the correct layout of the proposed building and parking area. Any signs which are in nonconformance with the Town Code should be revised. 6. Any invasive species proposed on the landscape plan should be reconsidered. 7. Buffering should be provided on the eastern boundary of the site in the vicinity of the single family residence. 8. Details with respect to time of use should be provided on the photometric plan. If conformance to the NYS regulations conflict with Town regulations, the ATM location might need to be relocated. 9. The Planning Board may wish to consider requiring High Pressure Sodium lights in place of the Metal Halide lights, which are currently proposed. 10. The proposed architecture of the bank does not blend with the historic downtown character of the area. The Town Code provides design standards in §280-45B(10) for retail use greater than 6,000 SF. Although the proposed bank is not a retail use, it is suggested that the Planning Board require the applicant to utilize some of the design features outlined in order to fit with the character of the area and be more attractive. Page 5 of 6 MATERIALS TO AID IN REVIEW · Site Plans (12.18.07) o Title Sheet and General Notes o Architectural Site Plan o Site Demolition Plan c) Site Grading, Drainage, Alignment and Striping Plan c> Site Utility and Radius Map o Landscape Plan o Civil Details o First Floor Furniture Plan o Exterior Elevations o Exterior Elevations o Photometric Plan · Site Plan Application · Part I EAF · LWRP Consistency Assessment Form · Site Plan Aerial Overlay Map · Live Map views · Site Photos Page 6 of 6 J R S 181 East Jericho Turnpike, Mineola, New York 11501-2032 A R C H~) T E C T, P.C. Tel: 516-294-1666 Fax: 516-294-1669 To: Town of Southold 54375 State Route 25 Southold, New York Date: Re: Attn: Planning Department Tel: 631-765-1938 JP Morgan Chase Southold, NY New Branch Building 53530 Main Road, Southold, NY 03/27/08 Comp ete S te P an Application Paoka~e ~ p~r requirement sh~t. Sending You: ~ Attached (iii) Under seperate cover the following items: Via: BY-HAND ~ff) Prints / Sepias (~) Applications ~ Shop Drawings (~ Specifications (.~ Diskettes (.~ Change Order ~') Copy of Letter (~ These are transmitted as checked below: ~) For Approval (i~ No Exceptions Taken ( ) For Review & Comment (~-) For Your Use ('~ Exceptions Noted (~) As Requested Returned For Corrections ~i~) For Bids Due (.') As Requested By (~ Remarks: Distribution: Please contact this office with any questions. !Thank You Written by: John M Byrnes Initials: jmb DESCRIPTION The classic lines and sophisticated construction of the Vision Site luminaire makes it an ideal complement to site design. The combination of smooth contours and sharp rear reveals allow the fixture to change character from different viewing angles while providing excellent Iow-glare photometrics. U.L. listed and CSA certified for wet locations. VXS-175-MH-3S-AP Chase Southold - 53530 Main Road Eric Romanyszyn INVUE® July 14, 2008 SPECIFICATION FEATURES A ... Housing One-piece, die-cast aluminum housing maintains a nominal 0.125" wall thickness. Integral reveal channels along top surface of housing promote heat extraction and prolonged electrical component life. Solid cast wall separates optical chamber from electrical area. B ... Electrical Tray Ballast and related electrical componentry are mounted to a reinforced one piece galvanized steel tray with integral handle. For ease of maintenance, tray hinges open via toolless release of one spring loaded latch. Electrical quick disconnects allow tray to be completely removed from housing providing ample hand and tool room for attachment of fixture during installation, and a safer servicing environment. Optional tray mounted fuse connections offer a distinct and easy to maintain alternative to common inline fuse connections. DIMENSIONS C ... Door One piece aluminum die-cast door frame. Door frame opens via release of one flush mount toolless latch. Tempered 1/8" thick clear glass lens seals to door with a weather-tight continuous gasket. Optical chamber is sealed against entry of dirt and moisture by a continuous door mounted gasket which firmly compresses against optical enclosure walls. D ... Lens impact resistant 1/8" thick tempered clear flat glass. E ... Optical Systems Choice of five (5) efficiency segmented optical systems constructed of premium 95% reflective anodized aluminum sheet, Optical segments are rigidly mounted inside a thick gauge aluminum housing for superior protection. All segment faces are clean of rivet heads, tabs, or other means of al~achment which may cause streaking in the light distribution, All reflector modules feature toolless removal, quick disconnect wiring plugs, and are toolless field rotatable in 90 degree increments, HID lamp sources in small housing (VXS) optics feature medium-base lampholders. F ... Arm One-piece extruded rectangular 5" arm. Internal bolt guides allow easy positioning of fixture during installation to pole or wall surface. G ,,, Structural Mount Die-cast aluminum cleat factory mounted to luminaire and finished in luminaire color. Stainless steel structural rod measures 1/2" in diameter and is provided in luminaire finish color or optional natural finish. Product works in conjunction with accessory VXS arms. INVUE poles provided pre-drilled for suspension mount option. See INVUE pole brochure for a complete selection of matching poles. H ... Finish Housing and arm finished in a 5 stage premium TGIC polyester powder coat paint, 2,5 mil nominal thickness for superior protection against fade and wear. Standard colors include black, bronze, grey, white, dark platinum, and graphite metallic. RAL and custom color matches available. Consult your INVUE Lighting Systems, . Representative information. ~23'[584 mm] [127 mm] Wa U. ag¢ Table CO~ Lighting STRUCTURAL MOUNT [325 Sl)ecifications and Dimensions subject to change without notice. VXS VISION SITE SMALL 42-175W Metal Halide High Pressure Sodium Compact Fluorescent ARCHITECTURAL AREA LUMINAIRE EPA: Single: 1.27 Single Structural: 1.28 SHIPPING DATA {approx.) Net Weight {lbs.): 35 Volume [cu. fi): 3.00 AVU031920 03107/2007 2:14:55 PM ORDERING INFORMATION VXS VISION SITE SMALL Sample Numbe~: VXS-175-MH-MT-3S-BK-PRCPS-L I L__ t L__ PRCPS: Strut Rod and Clevis Set for Square Po;es (Painted to match Clevis Set for Square Poles (Clevis' painted to match fixture. ~CPR: Strut Rod and Clevis Set for ~ Round Poles (Painted to match PRCSR: Stainless Steel Strut Rod and ~ Clevis Set for Round Poles does not include arm) WRCP: Strut Rod and Clevis Set (Painted WRCS: Stainless Steel Strut Rod and ~4 Clevis Set (Clevis' painted tn F= Single Fuse (120, 277 or 34/V) Specify Voltage FF: Double Fuse (208, 240 or 480V) Specify DRILLING PATTERNS VXS (TYPE "E') 2 13/16" 172mm] 3/4" {20mml 3 7/8" [99mm] (21 3/8' [lOmm] dia. holes VXS Structural Mount {TYPE 'F"I dia. hole [70mini [280mm] :1/4" [20mm] 3 7/8" [99mm] dla. holes MOUNTING VARIATIONS Wall Mount R Lighting Specifications and Dimensions subject to chan~le without notice. AVU031920 www ¢ooper[ighting corn Invue · Customer First Center · 1121 Highway 74 South · Peachtree City, GA 30269 · TEL 770.486.4800 · FAX 770.486.48~)1 03/07/2007 2:14:55 PM OJPMorganChase ~'~JR8 ARCHITECT, P.C~ SK 2 OJPMorganChase EXTERIOR ELEVATIONS 53530 MAIN ROAD SOUTHOLD, NY ~JRS ARCHITECT, P.C. OjPMorganChase EXTERIOR ELEVATIONS 53530 MAIN ROAD SOUTHOLD, NY ARCHITECT, P.~ CHASE March 24, 2008 Main Road and Wells Avenue Southold, NY Southold COR.POR.ATE OFFICE: 360 CR. iDER.AVENUE MOO 08057 p- 856802 1677 F ~ 856.8020412 www. nws~ni~duscries.com NW INDUSTRIES ~-- SIGN~GE DUE DIUGENCE WORKSHEET NW' INDUSTRIES --"~ S~GNAGE DUE D~LIGENCE WORKSHEET I Additional Oomments NW INDUSTRIES looming Soon Bt4ildi~*~g Sig~ j ~-- SIGNAGE DUE DILIGENCE WORKSHEET NW INDUSTRIES Awnings 01her Governing Agencies Vadance Process AdditionsJ Comments OVERALL SITE PLAN NW iNDUSTRIES SIGN LEGEND & LOCATION PLAN NW INDUSTRIES Site # # Sign Code Description 6258 P~25 Pylon ~ 6258 2 LtF-WBO-36 Channel Letters 6258 3 LIF-W:BO-36 Channel Letters %258 4 LIF-WBO-24 Channel Letters ~6258 5 LIF-WBO-24 Channel Letters %258 6 DU-B ;Lane Designator ~ 6258 7 TC-3-W Clearance Sign 6258 8 DU-C Lane Designator 6258 9 D-5 Directional 6258 10 D-5 Directional 6258 tl TC-P-C Handicap Parking 6258 t2 TC-P-D Handicap Parking w/ 6258 13 TC-P*] Regulatow Sign 6258 I4 TC-P-J Re,gulatoW Sign 6258 15 TC-P-H Regulatory Sign 6258 16 TC-P-H Regulatory Sign ,~., ~l.oo~ Pt~ NW INDUSTRIES PYLON NW INDUSTRIES Illuminated Pylon ~ P-25 Scale: 3/8"= NOTES: D/F interna!iy illuminated Pylon. Routed alumin~m face qnished MP 19891 t nickel w/fabricated letters w/ white acrylic faces and blue returns to match PMS ZSO0 blue. Formed ACRYSTEEL 6046 B!ue acwilc logo, from 3/16" trar, slucent fiberglass to match blue 604S bue acrylic, Base pa nted MP ~824& Ok nickel, ELEvATIoNs NW INDUSTRIES 21' O 8/4" CHANNEL LETTERS- LIF-WBO-36-s - EL~ATION 5,, (AS cEo'p) WEEP HOLES {AS REQ'D) OCTAGON - SIDE VIEW SCALE: 3/16" = 1' O" (AS WEEP HOLES LETTER - SIDE VIEW SCALE: 3/16" = 1' 0" ELEVATIONS SOUTH ELEVATION NTS CHANNEL LETTERS- LIF-WBO-36.s - ELEVATION SCALE: 3/16"= f' 0" WhiP HOLES (AS REQ'P) NW 36" INDUSTRIES Clearance Si~In * TC-3-W (AS REa'D) WERP HOLE5 {AS REQ'D) OCTAGON - SIDE VIEW SCALE: 3/76" 1/8" ARISTECH #6046 5LUE TRANS ACRYLIC RETURNS .090" Ai UM LE FTER BAOq 300 W/SEMI Gl QSS FPdSH I/2" STAND OFF: (AS WEEP HOLES (AS REQ'D} LETTER - SIDE VIEW SCALE: 3/16" = 7' 0" 3!" Drive Lip Lane Desi~nator-DLi-5 ATM Drive Up Dane Designator-DU--C ELEVATIONS NW INDUSTRIES EAST ELE~XATION h, fS I/8" ARISTECN #7328 THERMO FORMED 1/8" ~ ~ WHITE TRANS. ACRYLIC ARISTECH #6046 5~ UE ; WEEP HOLES FACES W/MATTE FiNiSH ~RANS. ACRYLIC FACES. (AS EEC'D) 7 .... 090" A~UM RETURNS EXiERIORS FINISHED " V2" S~qND OFF (AS EEC'D) WEEP HOLES (AS REQ'D) 1/8" ARISTECH #6046 SLUE 3/4" TRANS ACRYLIC RE I'URNS CHEM!CAL/Y 50NDED TO FACE W/2ND SURFACE 3635 70 WHITE DIFFUSER FILM 090" ALUM. LETTER 5ACK FINISHED TQ MATCH PMS 300 W/SEMi GLOSS F NISH. ' ¼" STAND-OFF (.AS EEC'D) WFEP HO[ ES (AS EEC'D) CHANNEL LETTERS LIF*WBO-24-s - ELEVATION OCTAGON - SIDE VIEW LETTER - SIDE VIEW SCALE: 1/4" = 1'0" SCALE: 1/4"= 1'0" NW NDUSTRIES WEST ELEVAFION NTS ~ I I0'-8 3/4" 81/4" 2'71/2" i/8" ARLJI ECH #7328 ~ IERMO FORMED 1/8 ' WHITE TRANS. ACRY[ lC AR!STECH #60zK6 BLUE FACES W/MATTE FINISH TRANS. ACRYLIC FACES, CHANNEL LETTERS LIF-WBO-24-s - ELEVATION WEEP PiOLES (AS RFC~'P) 7 3/4" TtlERMO-FORMED I/8" TRANS ACRYLIC FACS. .090" ALUM. RETURNS EXTERIQRS FINISHED MP 1989~ NICKEL GLOSS ~/," STAND OFF (AS EEO'D) OCTAGON - SIDE VIEW 1/8" ARISTECH #6046 BLUE TRANS. ACRYLIC RETURNS CHEMICALLY 5QNDED TO FACE W/2ND SURFACE 3635 70 WHITE DIFFUSER FILM. .090" ALUM. LETTER BACK FINISHED TO MATCH PMS 300 W/SE!d-Gl OSS FINISH F," STANDOFF: (AS EEO'D) WEEP HOLEB (AS EEO'D) LETTER ~ SIDE VIEW ¢/4"= *t'0" SCALE: 1/4"= 1'0" SCALE: 1/4"= 1'0" ~'~ DIRECTIONAL$ NW INDUSTRIES Directional -D-5 Sca le:*Xa'':- 1'-0" Directional *0-5 Scaie:¥z" S~DE 5 NOTES: top ~ortion: Aiuminu~* ;ace finished ~9891 Nickel with applied 3M 6801Q wi*ire redective and 3M 680-76 Lt blue reflect;ire vinyl graphics. Bottom potion finished I8248 dk nicke! with applied 3M 680-10 white reflective vinyl graphics Beveled return fi*~ shed PMS 300. CHASE March 24, 2008 Main Road and Wells Avenue Southold, NY Southold COR?OP~ATEOFFtCE: 360CRIDEP, AVENUE F1OORESTOWN, F-~08057 P-856.802. J677 F-856.802.0412 www. nws~indusr~ries.com NW~JNDUSTRJES REGULATORY SIGNS NW iNDUSTRiES Po e Regulatory Si~n - TC P C Scale: ½" Pole Regulatory Si~n - TC-P-D Scale: F~" Pole Eequlator,¥ Sietn - Tc-P-J Scale: Fz"= Pote Mounted Reelulatory Siein* TC-P-H Scale: V*"= 1'-0" NOTES: 5ottom portion: Alumir, um face finished MP 18248 dk rdckel with app ied and 3M 680-10 white reflective viriyl copy. 3M 680 75 blue reflectlve vinyi square with 3M 680-10 white refiecti~e viny glyph. Top portion fin shed Nicke MP 19891 with applied 3M 7725 10 white ar:d ;563212'7 blue vinyi logo over 3M 7725-!0 white. Triangle support finished PMS 3QQ blue NOTES: 5ottom portion: A uminum ~ace f~nished MP 18248 ~k nickel with app'ied a~*d 3M 680 iQ white reflective vnyi copy Top portion f]nlshed Nickel MP 19891 with applie~ 3M 7725-iQ white and 3632-127 blue vinyl Io¢o over 3M 7725-10 whi;e. ~rianele support PMS 3QO blue NOTES: 5ottom portion: Aldmir~urr *ace ~r;ished MP 18248 dk nickel with applied and 3M 68Q-IQ white reqectfve vinyl copy 3M 680-72 red reflectlve vlrlyl clrcle with 3M 68Q 10 white reflective vinyl bac fop portio*~ finished Nicke! MP 19891 wlth applied 5M 7725 lQ white and 3632427 hue vinyl o¢o over 3M 7725 10 white Fnang!e support finished PMS 300 blue INDUSTRIES CHASE Signage Due Diligence Worksheet ~ NW~INDUSTRIES Generallnfo i no ~ $~GNAGE DUE D~LiGENCE WORKSHEET AWnings Other Governing Agencies I Variance Process Additional Comments SIGN LEGEND & LOCATION PLAN NW~NDUSTR~ES TC-P-H PYLON INDUSTRIES Illuminated Pylon - P-25 Scale: 3/8": l' O' NOTES: f:nished b~P ]989~ It nickel w/fabricated letters w/ blue. Furmed ACRYSYEE~ 6046 Bi~e ac'}/lic logo. I ", CHANNEL LETTEFIS. LIF-WBO-36-s - ELEVATION SCALE: 3/16" = ?' 0" WEEP NQLES (AS REQ'D} I/2" STANDOFF (AS EE~'D) WEEP tqOLES (AS REQ'D) OCTAGON - SIDE VIEW SCALE: 3/16" = 1' 0" 1/8" ARISTECH #6046 BI_UR O90" ALUM [ETTER BACK !/2" STAND-OFF (AS REQ'D) WEEP NO[ ES (AS EEO'D) LETTER - SIDE VIEW SCALE: 3/16' = 1' 0" ELEVATIONS NW INDUSTRIES EAST ELEVAFION - NTB 1/8" ARISTECH ~7328 THERMO FORMED ~/8 ~ WHITE TRANS. ACRYLIC ARISTECH #6046 BLUE ~, WEEP HOLES FACES W/~ATTE FINISH TRANS ACRYLIC FACES. (AS REQ'D) CHANNEL LETTERS LIF. WBO.24-s - ELEVATION 7 3/d" [HERtdO FORMED 1/8" ARISTECN #6046 BLUE '- V,," STAND-OFF (AS REQ'D) WEEP HOLES (AS REQ'D) OCTAGON - SIDE VIEW ~/8" ARISTECH #6046 BLUE TRANS. ACRYLIC RETURNS ;;HEMICALL¥ BONDED TO FACE W/2ND SURFACE 3655 7Q WHITE DIFFUSER FILM .09Q" ALUM. LETTER BACK FINISHED TO MATCH PMS 300 W/SEMI GLOSS FINISH. Yz" STAND OFF (AS REQ'B) WEEP NQLES (AS REQ'D) LETTER - SIDE VIEW 1/4"= 1'0" SCALE: 114"= 1'0" SCALE: 1/4"= 1'0" ~ ELEVA?ION$ INDUSTRIES WEST ELEVATION NTS !4'-0 !/2" j ~ i 10'-83/4' 81/4" , 2'-71/2" ' 1/8" ARISTECH ~7328 THERMO FORMED 1/8" WHITE TRANS ACRYLIC ARISTECH ?~6046 BLUE WEEP HOLES FACES W/ MATTE FINISH TRANS. ACRYLIC FACES. (AS REQ'D) LETTERS LIF-WBO.24-s . ELEVATION 7 3/4" TRANS. ACRYLIC FACES. .090" ALUM. RETURNS EXTERIORS FINISttED MP-19891 NICKEL GLOSS F," STANDOFF (AS REQ'D) WEEP HOLES (AS REQ'D) OCTAGON - SIDE VIEW 3/4" 1/8" ARISTECH #6046 SLUE TRANS. ACRY[iC RETURNS CHEMICA~ Df BONDFD ]0 FACE W~ 2ND SURFACE 3635 7Q WHITE DIFFUSER F~LM. .090" ALUM. ETTER 5ACK F NiSHED TO MATCH PMS 300 W/SEMI-GLOSS FINISH. Va" STAND-OEF (AS REQ'D) WEEP HOLES (AS REQ'D) LETTER - SIDE VIEW 1' 0" SCALE: 1/4" = 1' O" SCALE: 1/4" = 1' 0" SOdTH ELEVATION NTS w2'% 4 5" CHANNEL LETTERS LIF-WBO-24*S - ELEVATION WEEP HOLES (AS REQ'D) OCTAGON * SIDE VIEW LETTER - SIDE VIEW SCALE: 3/16' = 1' 0" 7/8" Drive Up Lane Pesi~nator-OU-5 Scale: ~/)" = 1' 0" ATM Drive Up Lane Desi~nator-DU-C NOTES: Routed aluminum face flnished MP 19891 Nickel backed up with white plex. Slanted aluminum cladding finished PMS 3QO blue with attached Clearance Si~n - TC-3-W Scale: v/' = 1' O' _~NOTES: viny copy. Access band finished PMS 300 blue Font: Bliss Bold *Chase to provide clearance ~ eight* 21" 18 3/8" S~DE A Directional -D-5 Scale:V2"= i'-Q" Directional Scale:V¢".. 1'-0" Directional -D-5 Scale:Y,"- NOTES: Top Portion: Aluminum face finished 19891 Nickel with applied 3M 680-1Q white reflective and DM 680 76 vinyl graphics. Beveled returrl finisheel PIvIS 3QQ. Font: Bliss Boid Pole Reelulatory Sisln Scale: NOTES: reqective vinyl square with 5M 680 10 white reflective vinyl glyph. lop portion finished Nicks MP 19891 with ~pplied 3M '/7'25 IQ white and L5632-127 blue vinyl logo over 3M 7725 10 white. :riangie support finishea PMS 300 bl,.*e Pole Requlatory Sieln - [c-P c Pole Re~.,u..la tory Sion - ~cP-U Scale: ~"- i'-0" Scale: */*" I' Q" NOTES: 8ottom pomdon: Aluminum face finished MP 18248 dk nickel Top portion finisiled Nickel MP 19891 with applied 3~ 7725 lO NOTES: white arid 3632-27 blue vinyl logo over 3M 7725 10 white ~ Triangle support finished PMS 30Q blue J. Pole Mounted Requlatory Si~n- TC-P-H Scale: VZ'= Bottom po~% o~: Aluminum face fieishes* MP 18248 ~k nickel with applied a~d 3M 680-1Q whi;e reflective vinyl cop).. SM 680-72 red reflective vinyl circle with 3M 68010 white reflective viny! ban qop portion q~iehesl Nickel MP 19891 with applied 3M 7725 O whte a~ 5632 127 blue vinyl logo over 3M 7725 IQ white. ]rlangle support fin shed PMS 300 blue SURROUNDING BUSINESS PHOTOS TO .V OF SOUTHOLD PLANN /G BOARD SITE PLAN APPLICATION SECTION A: Site Plan Name and Location Application Date: Site Plan Name: JP Morgan Chase Suffolk County Tax Map #1000- 61 4 i Other SCTM #s: NA Street Address: 53530 Main Road (Rte. 25) Hamlet:f Southold Distance tonearestintersection: Southeast corner of Main Road 'a'~r-W~Ils Avenue Type of Site Plan: x New Amended Residential If Amended, last approval date: / /-- SECTION B: Owners/Agent Contact Information Please list name, mailing address, and phone number for the people below: Prope~yOwner Barkoff Properties, LLC Street 233 East 69th Street City New York State NY Zip 11021 Home Telephone 212-564-6200 Other Applicant JRS Architect, P.C. Street 181 East Jericho TurnPike City. Mineola State Home Telephone 516- 294-1666 New York Zip 11501 Other Fax: 516-294-1669 Applicant's Agent or Representative: Contact Person(s)* Kenneth Garvin, AIA Street 181 East Jericho Turnpike City Mineola 3'7 ~ FI o State ~ew York Zip Office Telephone 516-294-1666 Other Fax: 516-294-1669 *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Page 1 of 2 10/05/05 , ~E~:l~o~ C: Site Data · Propo~sed construction ty]~ New Property total acreage or square footage: Site Plan build-out acreage or square footage: 19,524 Modification of ] Change of use 99,209 a~/sq, ft. : Structure ac./sq, ft. Agricultural Is there an existing or proposed Sale of Development Rights on the property? Yes __ If yes, explain: No x Property ZoningDistrict(s): HB - Hamlet Business Building Department Notice of Disapproval Date: 03 / 13 / 08 Is an application to the Southold Town Zoning Board of Appeals required? Yes If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. No x Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: Vacant lot: List all proposed property uses: Bank Other accessory uses: Drive-through services Existing lot coverage: 0 % Proposed lot coverage: 19.7 % Gross floor area of existing structure(s): 0 sq. ft. Gross floor area of proposed structure(s): 3,78o Parking Space Data: # of existing spaces: 0 # of proposed spaces: 38 Loading Berth: Yes No x Landscaping Details: Existing landscape coverage: 100 % Proposed landscape coverage:. 80.32 % Waterfront Data: Is this property within 500" of a wetland area? Yes No x If yes explain: I, the undersigned, certify that all the above information is true. Signature of Preparer: ~ ~ ( Page 2 of 2 10/05/05 APPLICAN~ AFFIDAVIT :'Si'ATE OF NEW YORK COUN]3' OF SUFFOLK · JRS Architect, P.C. John R. Sorrenti, FAIA(Pres. ) b~li3g dU~¥ SWOrR, deposes and says that he resides at 181 East Jericho Turnpike, Mineola In the Stare of New York, and that he Is the owner of the above properly, or that he is the President Of: the Corporation Crltle) (Specify whether Partnership or Corp.) which Is hereby maldng appllcatlon~ that there are no existing structures or improvements on the land which are not shown onthe Site Plan; that the tlrJe Lo the entire parcel, Including all rights-of-way, has been dearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned bom as to lots and as to roads;'that he has examined all rules and regulations adopted by the Planning Board for the filing of Sire Plans and will comply with same; that the plans submit'ted, as approved, will not be altered or changed In any manner without the approval of' the Planning Board; and that the actual physical Improvements will be Installed in strict accordance With the plans submitted. // Signed er or Corporate Officer and ~ltl ./ sworn to me this, (Notary P~bi,c)Y~'~/'~ I~'NNETH FL GARVIN Publi~, 8t~e of New Yod~ No. 01 GA6177~g ~l~lll~d #1 Nassau County OWNER'S AUTHORIZATION LETTER k '-~>,o~-.-~ of'--~E~,~.~..~,c(:'~',.~.[~A, LLD , owner of the property at ( name and title) (Corporation) SCTM # 1000-64-4-1, also known as 53530 Main Road, Southold, New York 11791, hereby authorize JRS Architect, PC to act as my agent and handle all necessary work involved in the building permit and site plan review processes with the Southold Building Department and the Southold Planning Board. Signature: Sworn before me this 2.6 'FH day of I~ F~IzC b~ 2008 , Nota/7 Stamp or Seal Public State oJ New yor~ No, 01XA6150184 ~a~j~'ed in Queens County o,~nissio~ ~ires 07/24/2010 g~vord/chase/07201/07201 lei doc JMB TO: FORM NO. 3 NOTICE OF DISAPPROVAL JRS Architect (Barkoff Properties/Chase) 181 E. Jericho Tpke. Mineola, NY 11501 Please take notice that your application dated February 26, 2008 For permit to construct a bank building at Location of property 53530 Route 25, Southold, NY County Tax Map No. 1000 - Section 61 Block4 LoLl Is returned herewith and disapproved on the following grounds: DATE: March 13, 2008 The proposed construction requires site plan approval from the Southold Town Planning Board. --Authorized Signamr~.._....._ CC: file, Planning Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. MAR I 4 20O8 TO: FORM NO. 3 I NOTICE OF DISAPPROVAL JRS Architect (Barkoff Properties/Chase) 181 E. Jericho Tpke. Mineola, NY 11501 Please take notice that your application dated February 26, 2008 For permit to construct a bank building at Location of property 53530 Route 25, Southold, NY County Tax Map No. 1000 - Section 61 Block4 Lotl Is returned herewith and disapproved on the following grounds: DATE: March 13, 2008 The proposed construction requires site plan apProval from the Southold Town Planning Board. X-~-thorized Si/~ CC: file, Planning Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building DePartment. FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination Date: '"~ / ~o / ~ . .~. Date Sent: Project Name: "3~::~¢,~_~,',=~,~'~ Project Address: ~ Suffolk County Tax Map No.:1000- Request: I Zoning District: (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: ~'-~%-~ Initial Determination as to whether site plan is required.'~"z-~ k-'~ _ Planning Department (P.D.) Referral: P.D. Date Received: ~ Comments; Final Determination Date: / / Decision: Sianature of Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork. net Examined ,20__ Approved ,20__ Disapproved a/c PERMIT NO. BUILDING~RMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: Expiration ,20__ Building Inspector APPLICATION FOR BUILDING PERMIT D~e F~b~6~y 26 ,2008 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessm-y inspections. JRS Architect, P.C. (Signmu~ ofapplicantorname, ifaco~omtio~ 181 East Jericho Tpke. Mineola, NY 11501 (M~lingaddressof~plicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Applicant is the Architect. John R. Sorrehti~ FAIA~ President Name ofownerofpremises Barkoff Properties, LLC 233 E. 69th Street NY,NY 11021 (As on the tax roll or latest deed If applicant is a corporation, signature of duly authorized officer John R. Sorrenti, PAIA, President (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 53530 Main Road (Rte. 25) Southold, NY House Number Street County Tax Map NO. 1000 Section Subdivision 61 Hamlet Block 4 Lot Filed Map No. ~ Lot 2. State existing use and occupancy iof premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vacant b. Intendeduse and occupancy Bank - financial institution ~P Morgan Chase 3. Nature of work (check which app!icable): New Building. xxx Addition Alteration Repair Removal ' Demolition Other Work 4. Estimated Cost i Fee 5. If dwelling, number of dwelling units If garage, number of cars , (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed ioccupancy, specify nature and extent of each type of use.Bank with Drive-thru 7. Dimensions of existing stmcturesi if any: Front Height Number of Stories Rear _Depth Dimensions of same structure w th alterations or additions: Front Depth Height Number of Stories Rear Dimensions of entire new construction: Front 60'-8" Rear 60' -8" Height 25' -10" ;Number of Stories i .Depth 75'-8" Size of lot: Front 147.51 ' Rear 149.89' Depth 671.78' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated HB - Hamlet Business 12. Does proposed construction vlolat~ any zoning law, ordinance or regulation? YES X NO __ 13. Will lot be re-graded? YES x NO Will excess fill be removed from premises? YES x NO t 2~,3 E~ 69th St. 14. Names of Owner of premisesBarkbf f Proper t ie~ddress?~¥ ~ ~1N¥9 ~021 Phone No.212-564'6200 NameofArchitectJohn R. Sorr*nti,FAIA Addressl81E.JerichoTpke. PhoneNoS16-294-1666 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet alfa tidal wetland or a freshwater wetland? *YES NO * iF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet (ff a tidal wetland? * YES __ NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on proper~y is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES __ · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: JRS Architect, P.C. COUNTY OF Nassau ) , John R. Sorrenti, FAIA, President being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Architect/Agent (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authqrized 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 therewith. Swom to before me this / Not~ mblic .... ~ R. m~lN( ~ Silage oFApplic~t ~um~, S~ ~NewY~ ~ No. 01 GAO1 ~ Site Plan Aerial from the 2004 GIS System for Barkoff Properties, LLC Chase Manhattan Bank 53530 NYS Route 25, Southold SCTM 1000-61-4-1 Prepared by Bruno Semon for Southold Town Planning Board on 03/11/08 Site Plan Aerial from the 2004 GIS System for Barkoff Properties, LLC Chase Manhattan Bank 53530 NYS Route 25, Southold SCTM 1000-61-4-1 Prepared by Bruno Semon for Southold Town Planning Board on 03/11/08 REQUEST FOR INFORMATION OR ASSISTANCE Date: Name: Telephone: ~'1~ Mailing Address: SCTM# of site you are inquiring about: Query..~ l-q" I (Please be spec fic about the information you need. Provide supporting documentation - surveys, maps, sketches - where possible.) architecture JOHN M. BYRNES Bidldln~ Depamnenl interior design managemem 181 EAST JERICHO TPKE MINEOLA NY 11501-2032 BUS: 516 294 1666 FAX: 516294-1669 www irsarchitect corn e mail: jrnbCmjrsarchitect corn LONG ISLAND NEW YORK CITY PRINCETON Planning Staff will attempt to respond as quickly as the workload permits. But, depending on the questions, and the research involved to answer them, please understand that it may be several days before we can get back to you. For Office Use Only Routed to: 'Town oI Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 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. 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). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus~ each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as cgnsistent wi¢ the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the-Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 61 4 1 PROJECT NAME JP MOrgan Chase The Application has been submitted to (check appropriate response): TownBoard [] Planning Board ~-~ Building Dept. [] BoardofTrustees [] Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: [~ Nature and extent of action: Construct: new commercial bu±ld±ng 3,780 sq. ft. for JP Morgan Chase with accessory drive-through services. Location of action: 8itcacreag¢: 2.278 acres Main Road (Rte. 25) Southold,~ew York 11971 Present land use: vacant lot Present zoning classification: HB - Hamlet Business 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: (b) Mailing address: JRS Architect, P.C. 181 East Jericho Turnpike Mineola, New York 11501 (c) Telephone number: Area Code ( )_ (516)-294-1666 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes [-~ No [] If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III -Policies; Page 2 for evaluation criteria. [] Yes [] No [-~ Not Applicable JP Morgan Chase's development plan will minimize adverse effects of development by preserving open space by maintaining a clear sense of separation between the hamlet centers and the country side as well as minimize the impact on the surrounding residential properties. 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~tach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. ~ LWRP Section III - Policies pages 6 through 7for evaluation criteria 'JP Morsan Chase will minimize structural design components which would be discordant with existing natural scenic components and character and screen components which would detract from visual quality. They will preserve as much of the ex~sting vegetation as possible and introduce new vegetation to enhance scenic quality. The structure will be oriented to preserve O~en space and .provide visual organization. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resanrces from flooding and erosion. See LW~ Section III - Policies Pages 8 through 16 for evaluation criteria ~ Yes ~ No [] Not Applicable Attach additional sheets if necessm-y Policy 5. Prgtect and improve water quality and supply in the Town of Southold. See LWRP Section - Policies Pages 16 through 21 for evaluation criteria ~ Yes F-~ No ~-~ Not Applicable The develovment plan will control stormwater run6ff to minimize the transportation of pollutants and retain vegetation to maintain soil stabilization. In addition to using organic fertilizer to prevent any additional contamination to the existing site. Attach additional sheets/fnecessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems includi Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages through 32 for evaluation criteria. ~'~ Yes [] No ~ Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Polici Pages 32 through'34 for evaluation criteria. ~-~ Yes [] No~ Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardo substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ~ Morgan Chase will reduce the amount of soild waste and increase recycling of material,~ to the greatest extent possible. They will prevent the discharge of solid wastes into the environment by maintaining a clean site and by carting it to a proper solid waste transfer facility. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and publ resources of the ToWn of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluati, criteria. [-~ Yes~--] No~ Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES ~ ,,,~.: ~,~. · ,v~t oouwoms water-aepenaent uses and'promote siting of new water-dependent uses ',, ',' ', suitable locations. See LW~ Section III - Policies; Pages 47 th h 56 for evaluation Criteria. ~ Yes No Not Applicable Attach additional Sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island sound, the PecOnic Estua and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ~-~ Yes ~--] No [] Not Applicable Attach addit/oml sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III-Policies; Pages through 65 for evaluation criteria. . ~--~Yes ~ No~-~ Not Applicable ~ Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LW1; Section III - Policies; Pages 65 through 68 for evaluation criteria. ~ Yes [] No ~ Not Applicable Amended on ~/1/05 TITLE~ ~c ~F-- ~- ';;-~i ;~" ~ ~v Appendix A ' ~ ~' ~ :[~I' StateEnvironmentalQualityReview ,~ ~ FULL ENVIRONMENTAL ASSESSMENT FORM ~u~: ~u~ is ~ ~o help applican~ and ag~c~s de~ermine, in an o~rly manner, wheat a proj~ or a~on ma~ ~ signifi~nt. ~e ques~ ~n o~e~er an a~ion ma~ ~ significant is n~ always eas~ to answer. Frequendy ~e are as~cm a ~e~ ~ ~ or u~measurable, it is al~ undemt~d ~at ~o~ who d~e~ine signifi~nce may have I~e or no knowledge o~e~nvironment ~a~ not ~ t~hnically ex~ in environme~l analysis. In addiaon, man~ who have knowledge ~~'a,~ ,,,~ ~ ~'~re of the ~oad~ concer~ afl.lng ~ que~on of significance. The full EAF ~n~.~ ~ovide a me~ w~eby applican~ and a~nci~ ~n ~ as~r~ ~at ~e determ nation process ~ ~;~a~ff~e~;~~ature, ye~ flexible enough to allow in~u~on of information to rg a pm~t or a~on, Full EAF C~: T~ full ~F is com~ised of thr~ pa~: ~ 1: Provides obj~Ne da~ and info~afion ab~t a given proje~ and ~ site. By identi~ng basic pro~e~ da~, it assists a mvi~ in the analysis ~at ~k~ place in Pa~ 2 and 3, Pa~ 2: Focus~ on iden~ing ~e range of possible impa~ ~t may occur ~ a proj~t or a~on. it provid~ guidance as to ~ether an impa~ is likely to ~ considered small to mod~ate or w~er ~ is a potentially-large impaq. The fo~ al~ identifi~ whe~er an impa~ ~n be mifiget~ or ~uc~. Pa~ 3: If any im~ct in Pa~ 2 is identified as ~te~fially-large, ~en Pa~ 3 is us~ to evaluate whe~ or not ~e impa~ is ac~ally im~nt. THIS AREA FOR L~ USE ONLY DETERMINATION OF SIGNIFICANCE .. Type I and Unlisted Actions Identify tbe Portions or EAF completed for this project: D Part I r"lPart 2 Dparc 3 Upon review of the information recorded on this EAF (Parts I and 2 and 3 if appropriate)..and any other supporting information, and considering both the magnitude and importance of each impact, it is reasonably determined by the lead agency that: DA. The project will not result in any large and important impact(s) and, therefore, is one which will not have a significant impact on the environment, therefore a negative declaration will be prepared. Although the proJect could have a significant effect on the environment, there will not be a significant effect for this Unlisted Action because the mitigation measures described In PART 3 have been required, therefore a CONDITIONED negative declaration will be prepared.* The project may result in one or more large and important impacts that may have a significant impact on the environmem, therefore a positive declaration will be prepared. *A Conditioned Negative Declaration is only valid for Unlisted Actions Name of Action Name of Lead Agency Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer (If different from responsible officer) website Date Page 1 of 21 Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form, Parts A through E. Answers to these questions will be considered as part of the application for approval and may be subject to further verification and public review. Provide any additional information you believe will be needed to complete Parts 2 and 3. It is expected that completion of ~he full EAF will be dependent on information currently available and will not involve new studies, research or investigation. If information requiring such additional work is unavailable, so indicate and specify each instance. Name of Action J-P Morgan C~a$c Location ofAction (inctude Street Address, Municipality and Counfy) ~ 53530 Main Road (Rte. 25), Southold, New York 11971 Town of Southold / Suffolk County Name of Applicant/Sponsor JES A~c~itcct, P.C. Address 181 East .l'cr[cho Turnpike City/PO M~acola Business Telephone 516-294-1666 State New York Zip Code 11501 Name of Owner (if different) BarkoffPro]perfies, LLC Address 233 E. 69th Street City / PO Ne~v York Business Telephone 212-564-6200 Stata New York Zip Code 11021 Description of Action: Construct new commercial building 4,200 sq. ft. with drive-through services for ~P Morgan Chase Bank. Page 2 of 21 N.A, if not applicab~l~ Please Complete EaCh Q~tion..Indicate A, SITE DESCRIPTION Physical setting of overall project, both developed and undeveloped areas. [] Forest [] Agriculture [] Other Vac,t lot r-~ Rural (non-farm) Total acreage of project ama: 2.28 acres. APPROXIMATE ACREAGE Meadow or Brushland (Non-agricUltural} Forested Agricultural (Includes orchards, cropland, pasture, etc.) · Wetland (Freshwater or tidal as per Articles 24.25 of ECL) Water Surface A~ea Unvegetated (Rock, earth or fill) Roads, buildings and other paved surfaces Othe~ (Indicate type) PRESENTLY AFTER COMPLETION 0 acres 0 acres 2.28 1.25 acres acres 0 acres 0 acres 0 acres 0 acres 0 acres 0 acres 0 acres 0 acres 0 acres 0 acres I ~ 9 acres 0 acres 3, What is predominant soil type(s)on project slte? MediUm to coarse sand, fe~ gravels a, Soil drainage: •]Well drained 100 % of site [] Moderately well drained % of site, Poorly drained % of site b, If any agricultural land is involved, how many acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System? acres (see 1 NYCRR 370), ' 4, Are there bedrock outcroppings on project site? [] Yes [] No a. What is depth te bedrock . (in feet) 5. Approximate percentage of proposed project site with slopes: DO.10% t00% []10- 15% % ~ 15% or greater 6. Is project subStantially contiguous to. or contain a building, site, or district, listed on the State or National Registers of Historic Places? DYes [] No 7. Is project substantially contiguous to a site listed on the RegiSter of National Natural Landmarks? [] Yes []No 8. What is the depth of the water table? 35 (in feet) 9. Is site located over a primary, principal, or sole source aquifer?. [] Yes [] No 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? [] Yes ]No Page 3 of 21 s of plant or animal life that is identified as t;'l~ned or endangered? 1 1. Does project site contain an), s Accordin~ tO: I IdentJ ,~ each species: I 12, Are there an), unique or unusual land forms on the project site? (i.e., cliffs, dunes, other geological formations? DYes r~lNo Describe: I 13~ Is the project site presently used b), the community/or neighborhood as an open space or recreation area? rny j r ~es, explain: 14. Does the present site include scenic views known to be Impo~ant to the community? I 15. Streams within or contiguous to proJect area: a~ Name of Stream and name of River to which it is tributary 16. Lakes, ponds, wetland areas within or contiguous to project area: DYes DYesJ r~JNo b. Size (in acres): Page 4 of 21 17. Is the site sewed by existing ~tilities? [] Yes . [] No a. If YES, does sufficient capacity exist to allow connection? DYes [] No b. If YES, will improvementa be necessary to allow connection? []Yes DNo 18. Is the site located in an agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA. Section 303 and 304? DYes [~]No 19. Is the site located in or substantially contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? DYes [~ No 20. Has the site ever been used for the disposal of solid or hazardous wastes? B. I~oje~t Des~ription 1. Physical dimensions and scale of project (fill in dimensions as appropriate). DYes [] No a. Total contiguous acreage owned or controlled by project sponsor: b. Project acreage to be developed: .77 acres initially; c. Project acreage to remain undeveloped: !.5 ! acres. d. Length of project, in miles: HA (if appropriate) e. If the project: is an expansion, indicate pement of expansion proposed. 2.28 acres. .77 acres ultimately. f. Number of off.street parking spaces existing g. Maximum vehicular trips generated per hour: h, If residential: Number and type of housing units: One Family Two Family Initially Ultimately i. Dimensions (in feet) of largest proposed structure: 25'-!0" height; j. Linear feet of frontage along a public thoroughfare project will occupy is? How much natural material (i.e. rock, earth, etc.) will be removed from the site? Will disturbed areas be reclaimed DYes DNo []N/A a. If yes, for what intended purpose is the site being reclaimed?. HA % __; proposed 43 !0 (upon completion of project)? Multiple Family Condominium 60'-8" width; 75'-8" length. 147.51 fi:, 500 tons/cubic yards. b. Will topsoil be stockpiled for reclamation? [] Yes [] No c, Will upper subsoil be stockpiled for reclamation? [] Yes [] NO How many acres of vegetation (trees, shrubs, ground covers) will be removed from site? .77 acres. Page 5 of 21 5. Will any mature forest (over lO, ears old) or other locally-important vegetation~emoved by this project? DYes r~No 6. If single phase project: Anticipated period of construction: $ months. (including demolition) 7. If multi-phased: a. Total number of phases anticipated.. (number) b. Anticipated date of commencement phase 1: ~ month ~. year. (including demolition) c. Approximate completion date of final phase: ~ month year. d. Is phase 1 functionally dependent on subsequent phases? [] Yes [] No 8. Will blasting occur during construction? [] Yes [] No 9. Number ofjobs generated: during construction 35; after project is complete ]0 10. Number of jobs eliminated by this project 5 11. Will project require relocation of any projects or facilities? [] Yes [] No If yes, explain: I 12. Is surface liquid waste disposal involved? [] Yes [] No a. If yes, indicate type of waste (sewage, industrial, etc) and amount b. Name of water body into which effluent will be discharged 13. Is subsurface liquid waste disposal involved? [] Yes [] No Type Santa.,7 14. Will surface area of an existing water body increase or decrease by proposal? NYes [] No If yes, explain: 15, Is project or any portion of project located in a 100 year flood plain? [] Yes [] No 16, Will the project generate solid waste? [] Yes [] No a. If yes, what is the amount per mon~? .15 tons b. If yes, will an existing solid waste facility be used? [] Yes [] No c. If yes, give name ]~oca! Certcr n; location d. Wilt any wastes not go into a sewage disposal system or into a sanitary landfill? E]Yes [] No Page 6 of 21 e. If yes, explain: 17. Will the project Involve the disposal of solid waste? DYes r~No a. If yes, what is the anticipated rate of disposal? tons/month. b. If yes, what is the anticipated site life? __ years. 18. Will project use herbicides or pesticides? DYes [~]No 19. Will proJect routinely produce odors (more than one hour per day)? [] Yes [] No 20. Will project produce operating noise exceeding the local ambient noise levels? DYes []No 21. Will project result in an increase in energy use? [] Yes [] No If yes, indicate type(s) 22. If water supply is from wells, indicate pumping capacity~NA gallons/minute, 23. Total anticipated water usage per day 250 gallons/day. 24. Does project involve Local, Stete or Federal funding? [] Yes [] No If yes, explain: Page 7 of 21 25. Approvals Required: Crcy, Town, Village Board DYes [] No Submittal Date City, Town, Village Planning Board [] Yes No Site Plan Approval Plan~i.g Board A]~proval City, Town Zoning Board DYes [] No Ci~, County Health Departmen~ [] Yes [] No Suffollt Count~ Department · of Health Approval Other Local Agencies Ot~er Regional Agencies ]Yes [] No Arch/tectural Review Committee Approval Stere Agencies []Yes [] No Federal Agencies [] Yes [] No New York State Department of Transportation Zoning and Planning Information Does proposed action involve a planning or zoning decision? r~Yes if Yes. indicate decision required: ~ Zoning amendment ]Site Dian No D Zoning variance '"l Special use permit r~ New/revision of master plan ]Resource management plan E~ Subdivision E] Other Page 8 of 21 What is the zoning l-lB - Hamlet Business district 3. What is the maximum potential development of the site if developed as permitted by the present zoning? 40% 4. What is the proposed zoning of the site? Same as #2 5. What is the maximum potential development of the site if developed as permitted by the proposed zoning? I same as #3 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? ! 7, What are the predominant land use(s) and zoning cl;ssifications within a Y~ mile radius of proposed action? ~Yes [] No liB - Hamlet Business district Retail Office Shopping center assembly Is the proposed action compatible with adjoining/surrounding land uses with a !~ mile? If the proposed action is the subdivision of= land, how many lots are proposed? NA a, What is the minimum lot size proposed? Page 9 of 21 1 O. Will proposed action for the formation of sewer or W~ldistticts? [] Yes [] No 11. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection? r~Yes []No a. If yes, is existing capacity sufficient to handle projected demand? DYes [] No 12. Will the proposed action result in the generation of traffic significantly above present levels? [] Yes [] No a. If yes, is the existing road network adequate to handle the additional traffic. DYes [] No i D. ;..;'vi,~atiurml De~.'~ Attach any additional information as may be needed to clarify your project. If there are or may be any adverse impacts associated with your proposal, please discuss such impacts and the measures which you propose to mitigate or avoid them. E. Verification I certify that the information provided above is true to the best of my knowledge. Applicant/Sponsor Name ~ Axchitcct, ?.C. Date 3/14/08 If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding w~th this Page 10 of 21 DES~RII~ON · The classic lines and sophisticated corJ~-tion of the V s on Sta lumina re makes it an ideal complement tda ta d~n. The combination of smooth contours and sharp rear reveals allow the fixture to change character from different viewing angles while providing excellent Iow-glare phot~metrice. U.L listed and cea certified for wet locations. SPECIRCA'RON FEATURES J-120-3S-AP JP Morgan Chase, Southotd 53530 Main Road, Eric Romanyszyn 05/15/200R A .. Houdng One-piece, die-cast aluminum housing maintains a nominal 0.125' wall thickness. Integral reveal channels along top surface of housing promote heat extraction and pm[onged electrical component life. Solid cast wall aeparatas optical chamber from electrical area. B ... Electrical Tray Ballast and related electrical componentry are mounted to a reinforced one piece galvanized steel tray with integral handle. For ease of maintenance, tray hinges open via toolless release of one spring loaded latch. Electrical quick dlsconnects allow tray to be completely removed from housing providing ample hand and tool room for attachment of fixture during installation, and a safer servicing environment. Optional tray mounted fuse connections offer a distinct and easy to maintain alternative to common inline fuse connections. C ... Door One-piece die-cast aluminum door frame. Door frame opens via release of two flush mounted tool[ess latches. DIMENSIONS Tempered 1/8" thick clear glass lens seals to door with a weather-tight continuous gasket. Optical chamber is sealed against ent~, of dlrt and moisture by a continuous door mounted gasket which firmly compresses against optical enclosure walls. O ... Leal Impact resistant 1/8" thick tempered clear fiat glass. E ... Optical Syetema Choice of five (5) efficiency segmented optical systems constructed of premium 95% reflective anodized aluminum sheet. Optical segments are rigidly mounted inside a thick gauge aluminum housing for superior protection. Ail segment faces are clean of rivet heads, tabs, or other means of attachment which may cause streaking in the light distribution. Optional high efficiency hydroformed reflectors available In VXM housing only in four (4) distributions patterns. All reflector modules feature toolless removal, quick disconnect wiring plugs, and ara field rotatable in 90 degree increments. HID lamp eoumes in medium housing (VXM) optics feature mogul-base lampholders. One-piece extruded rectangular arm available in standard 6" and 10" lengths. Internal bolt guides allow easy positioning of fixture during installation to pole or wall surface. G ... Structural Mount Die-cast aluminum cleat factory mounted to lure[hairs and finished in luminaira color. Stainless steel structural rod measures 1/2" in diameter and is provided in luminaira finish color or optional natural finish. Product works in conjunction with accessory 10" arms. ]NVUE poles provided pre-drilled for suspension mount option. See INVUE pole brochure for e complete selection of matching poles. H ... fllnlah Housing and arm finished in a 5 stage premium TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Standard colors include black, bronze, grey, white, dark platinum, and graphite metallic. RAL and custom color matches available. Consult your INVUE Lighting Systems Representative for more information. Ughtlng 6' or 10' [152 mm or 254 mmJ MOUNTING OPTIONS 2 3/8' [61 mmj STRUCTURAL MOUNT Speciflcntionu and Dimensions aublect to change without notice. V) VISION SI MEDIC 8S-4( Metal H Pulse Start Metal H High Pressure So Compa~ Fluore~ Electrodole.~ Fluore: ARCHITECTt AREA LUMIfl EPA: {effected projected area) Single: 1.6 Single Structural: 1.82 SHIPPING DATA (approx.) AVU041994 03/11/2007 8:52:27 AM I VXM 1'~)50 j~MH--'~1120 3S II AP t4e, (2) 70w~ II II arm) v)m ~s~0~sr~ MED~Ua/ See Below (TYPE [Sgmm] 3/4' [20mm] 5/8" [1$mm] (TYPE [280mm] 3 7/8' {$$mm] - (2) 3/8" 10mm] GO~ Ughting dia. hole MOUNTING VARIATIONS Specifications and Dimensions subject to chan~e without nOtlGe. AVU04 677.20 Appendix A State Environmental Quality Review FULL 'ENVIRONMENTAL ASSESSMENT FORM Purpose: The full EAF is designed to help applicants and agencies determine, in an orderly manner, whether a project or action may be significant. The question of whether an action may be significant is not always easy to answer. Frequently, there are aspects of a prqject that are subjective or unmeasurable, It is also understood that those who determine significance may have little or no forma~ know~edge of the environment or may no~ be technically expert in environmental analysis, in addition, many who have knowledge in one particular area may not be aware of the broader concerns affecting the question of significance. The full EAF is intended to provide a method whereby applicants and agencies can be assured that the determination process has been orderly, comprehensive in nature, yet flexible enough to allow introduction of information to fit a project or action. Full EAF Components: The full EAF is comprised of three parts: Part I: Provides objective data and information about a given project and its site. By identifying basic project data, it assists a reviewer in the analysis that takes place in Parts 2 and 3. Part 2: Focuses on identifying the range of possible impacts that may occur from a project or action. It provides guidance as to whether an impact is likely to be considered small to moderate or whether it is a potentially-large impact. The form also identifies whether an impact can be mitigated or reduced. Part 3: If any impact in Part 2 is identified as potentially-large, then Part 3 is used to evaluate whether or not the impact is actually important, THIS AREA FOR AD~ USE ONLY DETERMINATION OF SIGNIFICANCE -. Type I and Unlisted Actions Identify the Portions of EAF completed for this project: ~ Part 1 ~ Part 2 ~Part 3 Upon review of the information recorded on this EAF (Parts I and 2 and 3 if appropriate), and any other supporting information, and considering both the magnitude and importance of each impact, it is reasonably determined by the lead agency that: r--lA. The project will not result in any large and important impect(s) and, therefore, is one which will not have a significant impact on the environment, therefore a negative declaration will be prepared. Although the project could have a significant effect on the environment, there will not be a significant effect for this Unlisted Action because the mitigation measures described in PART 3 have been required, therefore a CONDITIONED negative dec aration will be prepared.* The project may result in one or more large and important impacts U3,at may.have a,*significant impact ~)~"~ environment, therefore a positive declaration will be prepared. *A Conditioned Negative Declaration is only valid for Unlisted Actions Name of Action Name of Lead Agency ~: Print or Type Name of Responsible Officer in Lead Agency 'Title of Responsible Officer~*~ .................... .-~ Signature of Responsible Officer in Lead Agency Signature of Preparer (If different from responsible officer) website Date Page 1 of 21 PART 1--PROJECT INFORMATION Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form, Parts A through E. Answers to these questions will be considered as part of the application for approval and may be subjec[ to further verification and public review. Provide any additional information you believe will be needed to complete Parts 2 and 3. i It is expected that completion of the full EA~= will be dependent on information currently available and will not involve new studies, research or investigation. If information requiring such additional work is unavailable, so indicate and specify each instance. Name of Action JPMorgan Chase Bank, N.A. Location of Action (include Street Address, iMunicipality and County) 53530 Main Road (Rte.25), Southold, New York 11971 Town of Southold, Suffolk County Name ofApplicantJSponsor JRS Architect, P.C. Address 181 East Jericho Turnpike City / PO Mineola State New York Zip Code 11501 Business Telephone 516-294-1666 Name of Owner (if different) BarkoffProperties, LLC Address 233 E. 69th Street City / PO New York Business Telephone 212-564-6200 State New York Zip Code 11021 Description of Action: Construct a new commercial building 4,570 sq. ft. with drive-through services for JPMorgau Chase Bank, N A. Page 2 of 21 .Please. Complete Each Question--Indicate N.A. if not applicable A. SITE DESCRIPTION Physical setting of overall project, both developed and undeveloped areas. 1. Present Land Use: O Urban 0 Industrial ~ Commercial Forest ~ Residential (suburban) O Agriculture MOther Vacant Lot O Rural (non-farm) Total acreage of project area: 2.27?5 acres. APPROXIMATE ACREAGE ~ Meadow or Brushland (Non-agricultural) Forested Agricultural (Includes orchards, cropland, pasture, etc.) Wetland (Freshwater or tidal as per Articles 24,25 of ECL) Water Surface Area Unvegetated (Rock, earth or fill) Roads, buildings and other paved surfaces Other (Indicate type) PRESENTLY AFTER COMPLETION 0 acres 0 acres 2.2775 acres 1.5375 acres 0 acres 0 acres 0 acres 0 acres 0 acres 0 acres 0 acres 0 acres 0 acres 0.?4 acres 0 acres 0 acres 3. What is predominant soil type(s) on p?ject site? Medium to coarse sand few i~ravels a. Soil drainage: Well drained 100 % of site Moderately well drained , % of site. O Poorly drained __.% of s te b. If any agricultural land is involved, how many acres of soil are classified within soil group I through 4 of the NYS Land Classification System? 01acres (see 1 NYCRR 370). 4. Are there bedrock outcroppings on project site? r~ Yes r~ No a. What is depth to bedrock NA (in feet) 5. Approximate percentage of proposed project site with slopes: ~0-10% ]00% ~10- 15% % ~ 15% or greater % 6. Is project substantiallv contiguous to?or contain Historic Places? C"] Yes ~ No 7. Is project substantially contiguous to ~ site listed on the Register of National Natural Landmarks? a building, site, or district, listed on the State or National Registers of ~Yes ~No 8. What is the depth of the water table? 35 (in feet) 9. Is site located over a primary, principal, or sole source aquifer? ~Yes 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? ~No ~Yes r~No Page 3 of 21 · $1. Does' project site contain any species of plant or animal life that is identified as threatened or endangered? DYes [] No A_r~?.n_~ .t~! ..................................................................................... INew York State Department of EnviromnentaI Conservation ....................................... Identify/each species: .................... 12. Are there any unique or unusual land forms on the project site? (i.e., cliffs, dunes, other geological formations? DYes []No i Describe: 13, Is the project site presently used by the community or neighborhood as an open space or recreation area? DYes ~No If ~/es, explain: 14. Does the present site include scenic vliews known to be important to the community? []Yes []No 1 S. Streams within or contiguous to project area: 16. a. Name of Stream and name of River to which it is tributary Lakes, ponds, wetlan.~..areas within Or con[[~ous to project area: NA b. Size (in acres): Page 4 of 21 17. Is the site served by existing public u~ilities? F'~ Yes [] No a. If YES, does sufficient capacity exist to allow connection? []Yes ~No bm 'f YES, W~)improvements be nec~essary to allow connection? DYes ~No 18. Is the s)te located )n an agricultural digtdct cert)fied pursuant to Agriculture and Markets Law, Article 25-^A, Section 303 and 304? DYes []No 19. Is the site located in or substantially contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NyCRR 6177 []Yes []No 20. Has the site ever been used for the di~sposal of solid or hazardous wastes? B. Project Description 1. Physical dimensions and scale of proj!ct (fill in dimensions as appropriate). a. Total contiguous acreage owned or controlled by project sponsor: 2.2775 acres. b. Project acreage to be developed: 0.74 acres initially; c. Project acreage to remain undeveioped: /.5375 acres. d. Length of project, in miles: INA (if appropriate) e. If the project is an expansion, indicate percent of expansion proposed. f. Number of off-street parking spa(Jes existing g. Maximum vehicular trips generate~d per hour: h. If reside~tiah Number and type os hous ng units: One Family Two Family Initially Ultimately N~ NA i. Dimensions On feet) of largest prop;~sed structure: 29'-6" height; j. Linear feet of frontage along a pub i~ thoroughfare project will occupy is? How much natural material (i.e. rock, earth, etc.) will be removed from the site? Will disturbed areas be reclaimed NYes ~No []N/A a. if yes, for what intended purposeils the site being reclaimed? 0.74 acres ultimately. NA % 0; proposed 46 10 (upon completion of project)? DYes Multiple Family NA NA 61'-8" width; 489'-3" f~. 500,tons/cubic yards. NA 86'-0" length. Condominium NA b. Will tOpSOil be stockpiled for reclimation?. DYes [] NO C. Will upper subsoil be stockpiled f~)r reclamation? N Yes [] No How many acres of vegetation (trees,! shrubs, ground covers) will be removed from site?, 0~74 acres. Wil!' any mature forest (over 100 years old) or other locally-important vegetation be removed by this project? ~Yes ~ No If single phase project: Anticipated period of construction: __ If multi-phased: a. Total number of phases anticipated NA (number) b. Anticipated date of commencement phase 1: ]~A month c. Approximate completion date of final phase: NA month phase 1 functionally dependen! on subsequent phases? d. Is Will blasting occur during construction? ~ Yes ~ No Number of.jobs generated: during cor~struction 6 months, (including demolition) __ year, (including demolition) NA year. ~Yes ~ No 9. 10, Number of jobs eliminated by this proiect 0 project require relocation of any projects or facilities? ~Yes 1 1, Will 35; after project is complete 10 If yes, explain: 12. Is surface liquid waste disposal invol~Jed? ~ Yes ~No a. If ~s, indicate type of waste (sewage, industrial, etc) and amount b, Name of water body into which effluent will be discharged MA 13. Is subsurface liquid waste disposal inyolved? [] Yes N No Type Saoitary 14. Will surface area of an existing water :body increase or decrease by proposal? OYes If yes, explain: INA 15. Is project or any portion of project located in a 100 year flood plain? ~Yes 16. Will the project generate solid waste? ~ Yes [] No ~No a. If yes, what is the amount per month? 0.15 tons b. If yes, will an existing solid wast~ facility be used? ~ Yes ~ No c. If yes, give name Local Carter []; location d. Will any wastes not go into a sev~age disposal system or into a sanitary landfill? []Yes r~lNo Page 6 of 21 .e, If yes, explain: NA 17. Will the project involve the disposal o~ solid waste7 ~-']Yes [~]No a. If yes, what is the anticipated rate of disposal? ]qA tons/month. b. If yes, what is the anticipated sit~ life? ]qA years. 18. Will project use herbicides or pesticides. 19. Will project routinely produce odors (r~ore than one hour per day)? [] Yes [] No 20, Will project produce operating noise exceeding the local ambient noise levels? []Yes 21. Will project result in an increase in energy use? ~ Yes [] No If yes, indicate type(s) Connection to Gas and Electric services will be required. 22. If water supply is from wells, indicateI pumping capacity NA gallons/minute. 23. Total anticipated water usage per day! 250 gallons/day. 24. Does project involve Local, State or F~deral funding? [] Yes ~ No If yes, explain: NA Page 7 of 21 .25. ApRrovals Required: City, Town, Village Board Type Architectural Review Committee Approval Site Plan Review Southold Planning Board Southold Zoffmg Board of Appeals for signage Suffolk County Department of Health Services Approval NYS Department of Transportation Approval Submittal Date City, Town, Village Planning Board ~Yes ~No City, Town Zoning Board City, County Health Department !~ Yes ~No Other Local Agencies Other Regional Agencies State Agencies ~ Yes F'~ No Federal Agencies l~Yes ~No C. Zoning and Planning Information ; 1, Does proposed act'on involve a planning or zoning decision? Yes ~No If Yes, indicate decision required: [~] Zoning amendment r~ site plan []zoning variance r~ special use permit ~ New/revision of master plan r--]Resource management plan Subdivision ~'] Other Page 8 of 21 Wha~ is the zoning classification(s) of!the site? 3. What is the maximum potential development of the site if developed as permitted by the present zoning? 4. What is the proposed zoning of the site? 5. What is the maximum potential development of the site if developed as permitted by the proposed zoning? me as//3 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? [] Yes What are the predominant land use(s)I and zoning classifications within a ¼ mile radius of proposed action? -IB - Hamlet Business ~etail Office Shopping Center Assembly 8m IS the proposed action compatible wit,,h adjoining/surrounding land uses with a 1/4 mile? [] Yes [] No 9. If the proposed action is the subdivision of land how many lots are proposed? NA a. What is the minimum lot stze proposed? NA Page 9 of 21 .~0. ~A.qll,'proposed action require any authOrization(s) for the formation of sewer or water districts? [] Yes [] No 11. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection? ~Yes r~No ]Yes [] No a. If yes, is existing capacity suffici?t to handle projected demand? 1 2. Will the proposed action result in the ,generation of traffic significantly above present levels? a. If yes, is the existing road netwo[k adequate to handle the additional traffic. DYes [] No I NA D. Informational Details ,Attach any additional information as may be needed to clarify your project. It' there are or may be any adverse impacts associated with your proposal, please discuss such impacts and the measures which you propose to mitigate or avoid them. Verification I certify that the information provided ]above is true to the best of my knowledge. Applicant/Sponsor Name John R. Son'¢ntt, Signature ~.~ Title President Date 7/14/08 If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment. Page 10 of 21 617.20 Appendix A State Environmental Quality Review FULL ENVIRONMENTAL ASSESSMENT FORM Purpose: The full EAF is designed to help applicants and agencies determine, in an orderly manner, whether a project or action may be significant. The question of whether an action may be significant is not always easy to answer. Frequently, there are aspects of a project that are subjective or unmeasurable. It is also understood that those who determine significance may have little or no formal knowledge of the environment or may not be technically expert in environmental analysis. In addition, many who have knowledge in one particular area may not be aware of the broader concerns affecting the question of significance. The full EAF is intended to provide a method whereby applicants and agencies can be assured that the determination process has been orderly, comprehensive in nature, yet flexible enough to allow introduction of information to fit a project or action. Full EAF Components: The full EAF is comprised of three parts: Part 1: Provides objective data and information about a given project and its site. By identifying basic project data, it assists a reviewer in the analysis that takes place in Parts 2 and 3. Part 2: Focuses on identifying the range of possible impacts that may occur from a project or action. It provides guidance as to whether an impact is likely to be considered small to moderate or whether it is a potentially-large impact. The form also identifies whether an impact can be mitigated or reduced. Part 3: If any impact in Part 2 is identified as potentially-large, then Part 3 is used to evaluate whether or not the impact is actually important. THIS AREA FOR ~ USE ONLY DETERMINATION OF SIGNIFICANCE -- Type I and Unlisted Actions Identify the Portions of EAF completed for this project: I I Part1 I I Part2 I IPart 3 Upon review of the information recorded on this EAF (Parts 1 and 2 and 3 if appropriate), and any other supporting information, and considering both the magnitude and importance of each impact, it is reasonably determined by the lead agency that: N A. The project will not result in any large and important impact(s) and, therefore, is one which will not have a significant impact on the environment, therefore a negative declaration will be prepared. DB. *A Conditioned Negative Declaration is only valid for Unlisted Actions Although the project could have a significant effect on the environment, there will not be a significant effect for this Unlisted Action because the mitigation measures described in PART 3~have been required, therefore a CONDITIONED negative declaration will be prepared.* . _ .... The project may result in one or more large and important impacts that may hav~ a sigr~ficant imp~act on the environment, therefore a Positive declaration will he Prepared, Name of Action Name of Lead Agency Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer (If different from responsible officer) website Date Page I of 21 PART 1--PROJECT INFORMATION Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form, Parts A through E. Answers to these questions will be considered as part of the application for approval and may be subject to further verification and public review. Provide any additional information you believe will be needed to complete Parts 2 and 3. it is expected that completion of the full EAF will be dependent on information currently available and will not involve new studies, research or investigation. If information requiring such additional work is unavailable, so indicate and specify each instance. Name of Action JP Morgan Chase Location of Action (include Street Address, Municipality and County) 53530 Main Road (Rte. 25), Southold, New York l 1971 Town of Southold / Suffolk County Name of ApplicantJSponsor JRS Architect, P.C. Address 18] East Jericho Turnpike City ! PO Mineola State New York Zip Code 11501 Business Telephone 516-294-1666 Name of Owner (if different) BarkoffProperties, LLC Address 233 E. 69th Street City / PO New York Business Telephone 212-564-6200 State New York Zip Code 11021 Description of Action: Construct new commercial building 4,200 sq. fi. with drive-through services for JP Morgan Chase Bank. Page 2 of 21 Please Complete Each Question--Indicate N.A. if not applicable A. SITE DESCRIPTION Physical setting of overall project, both developed and undeveloped areas. 1. Present Land Use: [] Urban r-] Industrial N commercial ]Forest I-]Residential (suburban) Agriculture [] Other Yacant lot ~ Rural (non-farm) Total acreage of project ama: 2.28 acres. APPROXIMATE ACREAGE Meadow or Brushland (Non-agricultural) Forested Agricultural (Includes orchards, cropland, pasture, etc.) Wetland (Freshwater or tidal as per Articles 24,25 of ECL) Water Surface Area Unvegetated (Rock, earth or fill) Roads, buildings and other paved surfaces Other (Indicate type) PRESENTLY AFTER COMPLETION acres acres acres acres acres acres acres acres acres acres acres acres acres acres acres acres What is predominant soil type(s) on project site? a. Soil drainage: []Well drained 100 % of site D Poorly drained __% of site []Moderately well drained __ % of site. 4. Are there bedrock outcroppings on project site? [] Yes a. What is depth to bedrock (in feet) 5. Approximate percentage of proposed project site with slopes: ~"]0-10% 100% ~10- 15% % E] 15% or greater__% 6. Is project substantially contiguous to, or contain a building, site, or district, listed on the State or National Registers of Historic Places? [] Yes [] No 7. is project substantially contiguous to a site listed on the Register of National Natural Landmarks? [] Yes []No If any agricultural land is involved, how many acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System? acres (see 1 NYCRR 370), [] No ~']No ~]Yes []No 8. What is the depth of the water table? 35 (in feet) 9. Is site located over a primary, principal, or sole source aquifer? E']Yes 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? Page 3 of 21 Does project site contain any species of plant or animal life that is identified as threatened or endangered? Accordin~l to: Identi~ each species: DYes ~lNo I 12. Are there any unique or unusual land forms on the project Site~ (i.e., cliffs, dunes, other geological formations? r'~Yes [~No Describe: 13. Is the project site presently used by the community or neighborhood as an open space or recreation area? DYes [~]No i f ~/es, explain: 14. Does the present site include scenic views known to be important to the community? DYes 15. Streams within or contiguous to project area: . a. Name of Stream and name of River to which it is tributary 16. kal{es, ponds, wetland areas within or contiguous to project area: NA b, Size (in acres): ]No Page 4 of 21 1 ?. Is the site served by existing public utilities? [] Yes [] No a. If YES, does sufficient capacity exist to aliow connection? N Yes J~J No b. If YES, will improvements be necessary to allow connection? r~lYes DNo 18. is the site located in an agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 304? r-lyes [,o 19, is the site located in or substantially contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 6177 [~]Yes ~'~No 20. Has the site ever been used for the disposal of solid or hazardous wastes? [] Yes B. Project Description 1. Physical dimensions and scale of project (fill in dimensions as appropriate). a. Total contiguous acreage owned or controlled by project sponsor: 2.25 acres. b. Project acreage to be developed: .?? acres initially; .?? acres ultimately. c. Project acreage to remain undeveloped: 1.51 acres. d. Length of project, in miles: NA (if appropriate) e. If the project is an expansion, indicate percent of expansion proposed. NA % f. Number of off-street parking spaces existing __; proposed 43 g. Maximum vehicular trips generated per hour: !0 (upon completion of project)? h, If residential: Number and type of housing units: One Family Two Family Initially 3. Will disturbed areas be reclaimed DYes DNo a. If yes, for what intended purpose is the site being reclaimed? I Ultimately i. Dimensions (in feet) of largest proposed structure: 25'-10" height; j. Linear feet of frontage along a public thoroughfare project will occupy is? How much natural material (i.e. rock, earth, etc.) will be removed from the site? [~N/A b. Will topsoil be stockpiled for reclamation? NYes [] No c. Will upper subsoil be stockpiled for reclamation? []Yes [] No 4. How many acres of vegetation (trees, shrubs, ground covers) will be removed from site? Multiple Family Condominium 60'-8" width; 75'-8' length. 147.51 ft. 500 tons/cubic yards. .77 acres. Page 5 of 21 5, Will any mature forest (over ] O0 years old) or other locally-important vegetation be removed by this project? ~Yes ~'~No 6, If single phase project: Anticipated period of construction: 6 months, (including demolition) 7. If multi-phased: a. Total number of phases anticipated (number) b. Anticipated date of commencement phase 1: __ month __ year, (including demolition) c, Approximate completion date of final phase: __ month __ year, d. Is phase 1 functionally dependent on subsequent phases? N Yes [] No 8, Will blasting occur during construction? N Yes [] No 9. Number of jobs generated: during construction 35; after project is complete ]0 10. Number of jobs eliminated by this project 5 11. Will project require relocation of any projects or facilities? [] Yes [~ No If yes, explain: 12. Is surface liquid waste disposal involved? r='] Yes [] No a. If yes, indicate type of waste (sewage, industrial, etc) and amount b. Name of water body into which effluent will be discharged 13. Is subsurface liquid waste disposal involved? ~ Yes N No Type Sanita~ 14. Will surface area of an existing water body increase or decrease by proposal? [] Yes [] No If yes, explain: 15. Is project or any portion of project located in a 100 year flood plain? [] Yes 16. Will the project generate solid waste? [] Yes [] No a. If yes, what is the amount per month? .15 tons b. If yes, will an existing solid waste facility be used? ]~l Yes r"] No c. If yes, give name Local Carter []; location d. ~No Will any wastes not go into a sewage disposal system or into a sanitary landfill? F1yes [] No Page 6 of 21 e. If yes, explain: 17. Will the project involve the disposal of solid waste? r-lYes ~No a. If yes, what is the anticipated rate of disposal? tons/month. b. If yes, what is the anticipated site life? __ years. 18. Will project use herbicides or pesticides? I~Yes [] No 19. Will project routinely produce odors (more than one hour per day)? DYes []No 20. Will project produce operating noise exceeding the local ambient noise levels? NYes []No 21. Will project result in an increase in energy use? [] Yes [] No If yes, indicate type(s) 22. If water supply is from wells, indicate pumping capacity __ gallons/minute. 23. Total anticipated water usage per day 250 gallons/day. 24. Does project involve Local, State or Federal funding? [] Yes [] No If yes, explain: Page 7 of 21 25. Approvals Required: City, Town, Village Board [] No Type Submittal Date City, Town, Village Planning Board []Yes r'"J No Site Plan Approval Planning Board Approval Suffolk County Department of Health Approval Architectural Review Committee Approval New York State Department of Transportation DEC Spdes Permit City, Town Zoning Board E~Yes r~ No City, County Health Department [] Yes ~No Other Local Agencies ]Yes [] No Other Regional Agencies []Yes N No State Agencies r~Yes [] NO Federal Agencies ~Yes NNo Zoning and Planning Information Does proposed action involve a planning or zoning decision? []Yes ~] No If Yes, indicate decision required: r~ zoning amendment [] Zoning variance [] New/revision of master plan ~ Site plan ~ Special use permit [] Resource management plan ~ Subdivision r~ Other Page 8 of 21 2. What is the zoning classification(s) of the site? I HB - Hamlet Business district 3. What is the maximum potential development of the site if developed as permitted by the present zoning? 40% 4. What is the proposed zoning of the site? I same as #2 5. What is the maximum potential development of the site if developed as permitted by the proposed zoning? I same as #3 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? I 7. What are the predominant land use(s) and zoning classifications within a V4 mile radius of proposed action? E]Yes HB - Hamlet Business district Retail Office Shopping center assembly r'llNo 8. Is the proposed action compatible with adjoining/surrounding land uses with a ¼ mile? 9. If the proposed action is the subdivision of land, how many lots are proposed? NA J~Yes D No a. What is the minimum lot size proposed? Page 9 of 21 10. Will proposed action require any authorization(s) for the formation of sewer or water districts? [] Yes ~ No 11. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection? ~Yes [~]No a. If yes, is existing capacity sufficient to handle projected demand? [] Yes [] No 12. Will the proposed action result in the generation of traffic significantly above present levels? I I Yes Im] No a. If yes, is the existing road network adequate to handle the additional traffic. []Yes N No I , D. Informational Details Attach any additional information as may be needed to clarify your project. If there are or may be any adverse impacts associated with your proposal, please discuss such impacts and the measures which you propose to mitigate or avoid them. E. Verification I certify that the information provided above is true to the best of my knowledge. Applicant/Sponsor Name JRS Architect, P.C. Date 3/14/08 If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment. Page 10 of 21 PART 2 - PROJECT IMPACTS AND THEIR MAGNITUDE Responsibility of Lead Agency General Infom~ation (Read Carefully) In completing the form the reviewer should be guided by the question: Have my responses and determinations been reasonable? The reviewer is not expected to be an expert environmental analyst. The Examples provided are to assist the reviewer by showing types of impacts and wherever possible the threshold of magnitude that would trigger a response in column 2. The examples are generally applicable throughout the State and for most situations. But, for any specific project or site other examples and/or lower thresholds may be appropriate for a Potential Large Impact response, thus requiring evaluation in Part 3. The impacts of each project, on each site, in each locality, will vary. Therefore, the examples are illustrative and have been offered as guidance. They do not constitute an exhaustive list of impacts and thresholds to answer each question. The number of examples per question does not indicate the importance of each question. In identifying impacts, consider long term, short term and cumulative effects. Instructions (Read carefully) a. Answer each of the 20 questions in PART 2. Answer Yes if there will be any impact. b. Maybe answers should be considered as Yes answers. c. If answering Yes to a question then check the appropriate box(column 1 or 2)to indicate the potential size of the impact. If impact threshold equals or exceeds any example provided, check column 2. If impact will occur but threshold is lower than example, check column 1. d. Identifying that an Impact will be potentially large (column 2) does not mean that it is also necessarily significant. Any large impact must be evaluated in PART 3 to determine significance. Identifying an impact in column 2 simply asks that it be looked at further. e. If reviewer has doubt about size of the impact then consider the impact as potentially large and proceed to PART 3. f. If a potentially large impact checked in column 2 can be mitigated by change(s) in the project to a small to moderate impact, also check the Yes box in column 3. A No response indicates that such a reduction is not possible. This must be explained in Part 3. 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change Impact on Land 1. Will the Proposed Action result in a physical change to the project site? HO [] YEs [] Examples that would apply to column 2 Any construction on slopes of 15% or greater, (15 foot rise per 100 foot of length), or where the general slopes in the project area exceed 10%. Construction on land where the depth to the water table is less than 3 feet. [] [] []Yes r']No [] [] []Yes []No Construction of paved parking area for 1,000 or more vehicles. [] [] []Yes []No Construction on land where bedrock is exposed or generally within 3 feet of existing ground surface. Construction that will continue for more than 1 year or involve more than one phase or stage. Excavation for mining purposes that would remove more than 1,000 tons of natural material (i.e., rock or soil) per year. [] [] []Yes I--I.o [] [] r"l Yes r-'l No [] [] r Yes []No Page 11 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change Construction or expansion of a santary landfill. Construction in a designated floodway. Other impacts: Will there be an effect to any unique or unusual land forms found on the site? (i.e., cliffs, dunes, geological formations, etc.) Specific land forms: I Impact on Water [] [] I-1y~s [].o [] F"~ Yes r~No [] [] []Yes []No 3. Will Proposed Action affect any water body designated as protected? (Under Articles 15, 24, 25 of the Environmental Conservation Law, ECL) r,-i No F~YES Examples that would apply to column 2 Developable area of site contains a protected water body. Dredging more than f 00 cubic yards of material from channel of a protected stream. Extension of utility distribution facilities through a protected water body. Construction in a designated freshwater or tidal wetland. Other impacts: I [] [] r~Yes []No [] [] r']Yes []No [] [] r'~ Yes []No [] [] []Yes r~No [] [] []Yes [~]No [] [] []Yes •No 4. Will Proposed Action affect any non-protected existing or new body of water? r---1 No []YES Examples that would apply to column 2 A 10% increase or decrease in the surface area of any body of water or more than a 10 acre increase or decrease. Construction of a body of water that exceeds 10 acres of surface area. Other impacts: I [] [] []Yes ~.o [] [] []Yes []No [] [] []Yes []No Page 12 of 21 VVill Proposed Action affect surface or groundwater quality or quantity? E-JNO r-'JYES Examples that would apply to column 2 Proposed Action will require a discharge permit. Proposed Action requires use of a source of water that does not have approval to serve proposed (project) action. Proposed Action requires water supply from wells with greater than 45 gallons per minute pumping capacity. Construction or operation causing any contamination of a water supply system. Proposed Action will adversely affect groundwater. Liquid effluent will be conveyed off the site to facilities which presently do not exist or have inadequate capacity. Proposed Action would use water in excess of 20,000 gallons per day. Proposed Action will likely cause siltation or other discharge into an existing body of water to the extent that there will be an obvious visual contrast to natural conditions. Proposed Action will require the storage of petroleum or chemical products greater than 1,100 gallons. Proposed Action will allow residential uses in areas without water and/or sewer services. Proposed Action locates commercial and/or industrial uses which may require new or expansion of existing waste treatment and/or storage facilities. Other impacts: 1 Small to Moderate Impact [] [] [] 2 Potential Large Impact 3 Can Impact Be Mitigated by Project Change DYes r-'j No Jr~J Yes DNo DYes r']No I-I es D es DYes NNo I--l es I-']"o r-l es I-I.o DYes NNo l-I es I-'lyes Page 13 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change Will Proposed Action alter drainage flow or patterns, or surface water runoff? Examples that would apply to column 2 Proposed Action would change flood water flows Proposed Action may cause substantial erosion. Proposed Action is incompatible with existing drainage patterns. Proposed Action will allow development in a designated floodway. Other impacts: [] [] [] r-lYes []No [] DYes [].o [] r'-I Yes []No [] []Yes []No [] []Yes r=~No IMPACT ON AIR Will Proposed Action affect air quality? Examples that would apply to column 2 Proposed Action will induce 1,000 or more vehicle trips in any given hour. Proposed Action will result in the incineration of more than 1 ton of refuse per hour. Emission rate of total contaminants will exceed 5 lbs. per hour or a heat source producing more than 10 million BTU's per hour. Proposed Action will allow an increase in the amount of land committed to industrial use. Proposed Action will allow an increase in the density of industrial development within existing industrial areas, Other impacts: [] [] [] [] [] []Yes []No [] []Yes []No [] []Yes []No [] []Yes []No [] I-lYes I'-].o [] []Yes r'~No IMPACT ON PLANTS AND ANIMALS Will Proposed Action affect any threatened or endangered species? I--I"o I--] YES Examples that would apply to column 2 Reduction of one or more species listed on the New York or Federal list, using the site, over or near the site, or found on the site. [] []Yes r~No Page 14 of 21 Removal of any portion of a critical or significant wildlife habitat. Application of pesticide or herbicide more than twice a year, other than for agricultural purposes. Other impacts: Will Proposed Action substantially affect non-threatened or non- endangered species? I'-l"o I--lYES Examples that would apply to column 2 Proposed Action would substantially interfere with any resident or migratory fish, shellfish or wildlife species. Proposed Action requires the removal of more than 10 acres of mature forest (over 100 years of age) or other locally important vegetation. Otherimpacts: 1 Small to Moderate Impact 2 3 Potential Can Impact Be Large Mitigated by Impact Project Change [] []Yes []No [] []Yes []No [] []Yes []No [] []Yes []No [] []Yes r'-~ No [] []Yes []No IMPACT ON AGRICULTURAL LAND RESOURCES Will Proposed Action affect agricultural land resources? Examples that would apply to column 2 The Proposed Action would sever, cross or limit access to agricultural land (includes cropland, hayfields, pasture, vineyard, orchard, etc.) Construction activity would excavate or compact the soil profile of agricultural land. The Proposed Action would irreversibly convert more than 10 acres of agricultural land or, if located in an Agricultural District, more than 2.5 acres of agricultural land. [] [] []Yes []No [] []Yes E~No [] []Yes E~]No Page 15 of 21 The Proposed Action would disrupt or prevent installation of agricultural land management systems (e.g., subsurface drain lines, outlet ditches, strip cropping); or create a need for such measures (e.g. cause a farm field to drain poorly due to increased runoff). Other impacts: I IMPACT ON AESTHETIC RESOURCES 11. Will Proposed Action affect aesthetic resources? (If necessary, use the Visual EAF Addendum in Section 617.20, Appendix B) r-INo I--lYES Examples that would apply to column 2 Proposed land uses, or project components obviously different from or in sharp contrast to current surrounding land use patterns, whether man-made or natural. Proposed land uses, or project components visible to users of aesthetic resources which will eliminate or significantly reduce their enjoyment of the aesthetic qualities of that resource. Project components that will result in the elimination or significant screening of scenic views known to be important to the area. Other impacts: I IMPACT ON HISTORIC AND ARCHAEOLOGICAL RESOURCES 12. Will Proposed Action impact any site or structure of historic, prehistoric or paleontological importance? r-INo I-lYES Examples that would apply to column 2 Proposed Action occurring wholly or partially within or substantially contiguous to any facility or site listed on the State or National Register of historic places. Any impact to an archaeological site or fossil bed located within the project site. Proposed Action will occur in an area designated as sensitive for archaeological sites on the NYS Site Inventory. 1 Small to Moderate Impact [] [] [] [] [] [] 2 3 Potential Can Impact Be Large Mitigated by Impact Project Change [] DYes •No [] DYes CNo [] []Yes [~No [] r'=~ Yes r'~No [] []Yes []No [] []Yes []No [] DYes r"l No [] DYes r']No [] DYes r='l No Page 16 of 21 Other impacts: 1 Small to Moderate Impact 2 Potential Large Impact 3 Can Impact Be Mitigated by Project Change r'~ Yes ~]No IMPACT ON OPEN SPACE AND RECREATION 13. Will proposed Action affect the quantity or quality of existing or future open spaces or recreational opportunities? [] NO I--lyEs Examples that would apply to column 2 The permanent foreclosure of a future recreational opportunity. A major reduction of an open space important to the community. Other impacts: I IMPACT ON CRITICAL ENVIRONMENTAL AREAS 14. Will Proposed Action impact the exceptional or unique characteristics of a critical environmental area (CEA) established pursuant to subdivision 6NYCRR 617.14(g)? List the environmental characteristics that caused the designation of the CEA. [] [-]yes [] []Yes [] ~'~ Yes r-~No r-lNo [--~No Examples that would apply to column 2 Proposed Action to locate within the CEA? Proposed Action will result in a reduction in the quantity of the resource? Proposed Action will result in a reduction in the quality of the resource? Proposed Action will impact the use, function or enjoyment of the resource? Otherimpacts: [] [~] Yes []No [] []Yes r~No [] []Yes []No [] []Yes I--l.o [] r-]Yes []No Page 17 of 21 IMPACT ON TRANSPORTATION 15. Will there be an effect to exist ng transportation systems? [].o []yEs Examples that wou~d apply to column 2 Alteration of present patterns of movement of people and/or goods, Proposed Action will result in major traffic problems. Otherimpacts: 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact impact Project Change [] [] [] []Yes [].o [] []Yes []No [] I-lyes ~.o IMPACT ON ENERGY 16. Will Proposed Action affect the community's sources of fuel or energy supply? ]NO []YES Examples that would apply to column 2 Proposed Action will cause a greater than 5% increase in the use of any form of energy in the municipality. Proposed Action will require the creation or extension of an energy transmission or supply system to serve more than 50 single or two family residences or to serve a major commercial or industrial use. Other impacts: NOISE AND ODOR IMPACT 17. Will there be objectionable odors, noise, or vibration as a result of the Proposed Action? []NO F'"I YES Examples that would apply to column 2 Blasting within 1,500 feet of a hospital, school or other sensitive facility. Odors will occur routinely (more than one hour per day). Proposed Action will produce operating noise exceeding the local ambient noise levels for noise outside of structures. Proposed Action will remove natural barriers that would act as a noise screen, Other impacts: [] [] [] [] [] [] []Yes []No [] []Yes []No [] DYes []~o [] []Yes []No [] DYes []No [] []Yes []No [] []Yes [].o [] []Yes []No Page 18 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change IMPACT ON PUBLIC HEALTH 18. VVi Proposed Action affect public health and safety? Proposed Action may cause a risk of explosion or release of hazardous substances (i.e. oil, pesticides, chemicals, radiation, etc.) in the event of accident or upset conditions, or there may be a chronic Iow level discharge or emission. Proposed Action may result in the burial of "hazardous wastes" in any form (i.e. toxic, poisonous, highly reactive, radioactive, irritating, infectious, etc.) Storage facilities for one million or more gallons of liquefied natural gas or other flammable liquids. Proposed Action may result in the excavation or other disturbance within 2,000 feet of a site used for the disposal of solid or hazardous waste. Other impacts: IMPACT ON GROWTH AND CHARACTER OF COMMUNITY OR NEIGHBORHOOD 19. Will Proposed Action affect the character of the existing community? I"1.o I-lYES Examples that would apply to column 2 The permanent population of the city, town or village in which the project is located is likely to grow by more than 5%. The municipal budget for capital expenditures or operating services will increase by more than 5% per year as a result of this project. Proposed Action will conflict with officially adopted plans or goals. Proposed Action will cause a change in the density of land use. Proposed Action will replace or eliminate existing facilities, structures or areas of historic importance to the community. Development will create a demand for additional community services (e.g. schools, police and fire, etc.) [] [] [] [] [] [] [] [] [~]Yes []No [] •Yes I"1.o [] DYes ~.o [] DYes ~.o I [] []Yes •No [] ~'"~Yes []No [] []Yes ~.o [] []Yes []No [] []Yes []No [] •Yes •No Page 19 of 21 Proposed Action will set an important precedent for future projects. Proposed Action will create or eliminate employment. Other impacts: 20. Is there, or is there likely to be, public controversy related to potential adverse environment impacts? [-I.° I-kES 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change [] [] I--IYe~ I-I.o [] [] []Yes []No [] [] []Yes []No If Any Action in Part 2 Is Identified as a Potential Large Impact or If you Cannot Determine the Magnitude of Impact, Proceed to Part 3 Page 20 of 21 Part 3 - EVALUATION OF THE IMPORTANCE OF IMPACTS Responsibility of Lead Agency Part 3 must be prepared if one or more impact(s) is considered to be potentially large, even if the impact(s) may be mitigated. IIl{~tructions (If you need more space, attach additional sheets) Discuss the following for each impact identified in Column 2 of Part 2: 1. Briefly describe the impact. 2. Describe (if applicable) how the impact could be mitigated or reduced to a small to moderate impact by project change(s). 3. Based on the information available, decide if it is reasonable to conclude that this impact is important. To answer the question of importance, consider: The probability of the impact occurring The duration of the impact Its irreversibility, including permanently lost resources of value Whether the impact can or will be controlled The regional consequence of the impact Its potential divergence from local needs and goals Whether known objections to the project relate to this impact. Page 21 of 21 PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OF~ICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 MEMORANDUM To: Accounting From: Planning Department Date: March 31,2008 Re: Checks Enclosed herewith are the checks listed. Please return a receipt to us. Thank you. Applicant/Project Tax Map ¢~ Amount Check Name & Type Date/No. JPM Chase Bank-S-hold 61--4-1 $1,878 3/25/08 - 24860 JPM Chase Bank-M-tuck 143-3-33.2 $1,920 3/25/08 - 24859 LR Enc(s). JPMorganChase PROPOSED ON STORY SLAB ON GRADE BUILDING 53530 MAIN ROAD SOUTHOLD, NY 11971 TOWN OF SOUTHOLD PROJECT LOCATION -- PLOT F:L~N NOTED CONTf~ACTOf~'5 DE'libATION5 ,aND t~EDPONSIE~ILITIE5: I. CONT~TO~(5) AN~ THEI~ ~5~ECT[~ 5U~OONT~OTO~5 AN~ CONSULTANT5 5~ALL BE ~5~ONSI~LB FOR AR~N~IN~ AND 5OMEDULIN~ ALL ~QUI~ED VILLAGE, TO~, CITY, OOUNTT AND STATE rNSPECTION5 AND O~TAININ~ ALL ~PP~OVAL6/5[~N OFF5 AND 5~MIT THESE DOC~MENT~ TO THE ARCHITECT/ENG[NEE~ OF CONT~CTOR 5HALL CONSULT AND CO0~INATE ~ITH THE M~NIOIPALITT'5 ~MIL~IN~ DEPendENT A5 ~ELL A5 THE COUNTT AND STATE ~ENCrE5 FOR THE ~I~D INSPECTIONS. ECALE, N.T.B. LOCATION OF THE FIRST pf~ESESYTERIAN EOUTHOLD, HIETOf~IC EITE. ~ES~EVI~TIONS DEMO DEMOLITrON DRINKIN~ FOUNTAIN R. EF P. E5 HEATING HEATING VENTrLATION ,~ AIR C~N~ITI~N[NG LAMINATE (P) METAL O~LL ON CENTE~ UELLE A',/ENUE ZONE ZONE ,,~:~C.,N I TE CTU~,,4L EXIETING DOOR TO I~.EMAIN EXISTING DOOR FRAME TO ESE ~,EMOVED pARTITION TYPE ~ pOORNUM~E~ LIST TITLE 5NEET AND ~ENEPAL NOTE~ Af~CHITECTUPAL ~ITE pLAN BITE DEMOLITION PLAN AND 2~' PADIU5 MAP ~ITE, ~ADIN~ AND D~IN~E PLAN ALr~NMENT ANO 5T~IPIN~ PLAN. D~' ~OIU5 MAP ~ITE UTILITY PLAN CIVIL DETAIL5 FI~T FLOO~ FD~ITU~ PLAN EXTERIOR ELEVATION5 EXTERIO~ ELEVATION5 pNOTO~ET~(C PLAN ~INDO~.I N~MDER ] ~JETNOTE XXXXX ROOM NAME 1 O~1 I ~00M NJ.JMESEFR ~GTATION ANGLE ~ DIAMETEf~ CENTER LrNE PLATE .//,~ DETAIL NUME~E~ DR.A~JING 5NEET ~/~ LEVEL ELEVATION CEILIN~ NE[QNT A~OVE FINISHED FLOOR KEY PLAN: SECTION: 61 BLOCK' 4 LOT: 01 CONSULTANTS. COMMENTS: DATE DESCRIPTION 12/18/07 ISSUED FOR REVIEW 02/12/08 REVISED BUILDING 07/11/08 PER TOWN COMMENTS 6-27-08 REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION. ~JPMorganChase NEW BRANCH BUILDING 53530 MAIN ROAD SOUTHOLD, NY 11971 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mlneola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: TITLE SHEET AND GENERAL NOTES DRAWN BY: ER I IDATE: 12/18/07 CHECKED BY: KG SCALE: AS NOTED FILE NAME: JRS NUMBER' 07201 SHEETTs.1 NUMBER: I /: RETAIL f ' ; ~ : ~. / ~ ~ ; ........... : ' ~', ~ I , ~ ~ , ~, ~ ~ SECTION. 61 BLOCK. 4 LOT. 01 ~ / : : ~'~;17-¢ [ : o~ ", / I ~ ~ l: I : ~ ~ _~' I ~ - . ~ ~ =~ -~ ~ - , , ; , ~ ' I, ~-~ X~ ~ / / ~ - ~ ~ ,, ,, I .... , ,~ ~~ ~/ / / / / / J , ~ ~ I , i ,~ ~. , ~ __ u ;,,~ ~ I : , ~ ~ ~ ........ ~ ...... m ~ ' ~1 ,, ' , , / I ~ ~ I Im " ' ~ ~,-~, mI ~-~ ~mx~ ~ m I ' / I : I , : m I , ' " / I 5 : / I X ~ cE ; I : iI ! , : / I X: ~ : ~; Eli I : ........................... / I ~ ~ ' II , ~ ' I~ :I / I ' ////////////// I' / ' I DATE DESCRIPTION I // // ;.. : I, : I 12/18/07 18SUED FOR REVIEW Jm JJ I / ~TAiL / ; ; 02/12/08 REVISED BUILDING i' ~ : ////////////// - . , I - -- J I I! ' I 07d ~/08 PER TOWN COMMENTS 8-27-08 I ' ............ 2-2 _ _ I ~ i ~ ~ ~ ~ ~ ~ I ~EVISIONS & COMMENTS: ~ J ~ ~ - ~ ~ ~ REV. DATE DESCRIPTION ~ ~ x x, ~ 'i~) / ~ / / / / / / ~ ' I I I ,~ ~ ~ ~ /////~x / ~ ~, ~ I ~ -- -- ~ BUILP~N~ k ~ ~ ~ ,~ ~ ~3~30 MAIN ROAD 18[ East Jericho Turnpike, Mineola ~Y m! ~ ~ ~ ~ ~ ~ OENE~L ZONINO INFO~MATIONm ' ~ ~ I ~ ~ ~ v ~ / 707 State Road, Princeton, NJ 085~1434 Itl / /> ....... ~ N .1~'4~'11" ~ zoN~ N~-NA~LET~.SI~S~ NOCNAN~E / THESED~NGSAREINSTRUMENTSOFSERVICEAND 'IARCHITECTU~LsITE P~N :~~'~'~'~ SITEP~ REV 7-14-08.DWG I , -I T ~ I i 7 .......... (INCL. 2 N.C.) [L~ ;-- ---~ 3 I: : 'N~' ZONE ',',,, '; :': '"' aL ~ ~ ~,~'1"~ ~ , '~-4~' ZONE ~ ,, , 'ih~ ~ ' N~TE: PL~NNIN~ ~OA~ ~A~ ~[~ ALL O~ A P~ION OF TNE PA~IN~ ~Q~I~ENT~ ~[T~[~ TNE NA~LET ~ ~J~ff[~ ~ ~ 0720~ ~ [ ~ ~ PARTIAL 5IT~ ~L~N ~WSINE55 D[ST~I*T ~NE~ IT 5HALL Flip THAT MUNICrPAL PA~IN~ FACILITIES ~ITNIN ~* FEET ~ THE ~ /~ ~ ,~¢ NOTE: EEE GlVrL D~LUIN~5 FOR ~,~P ]TION,~L INFO~ATJON SOUTNOLD, SUF=OLK. COUNT'r' J J I 30 West 24th Street, 3rd Floor, New York, NY 10010 707 S~ate Road, Princeton, NJ ~ - ~ANK I J THESE D~NGS ARE INSTRUMENTS OF SERVICEAND ~CHANQE AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. I I ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS NO CNAN~E ARE PROHIBITED, 4~ ~F. ARGHITECTU~L ,~'-~ I I s,,~ 4~ SPACE5 [~ ;;~, ] ~ ti ~ :Q ~ I~~~~?,~ 81TEP~ REV 7-14-08.DW - ~t.,~u;-~ - -~,~ ~¢>.... - .~- - - , II~. 2'~ t ............ BUILDING RETAIL I I OFFICE DRIVBflAY ) FIRE HYDRANT STA 113 ~NAIL IN CONC ELEV=199,05' S 15'55'50" E WELLS > --~ N 1B'4.5'1f' W :)RUNE EXlSTIN0 36" SYCAMORE AND ~ HONEYLOCUST STANDARD NURSERYI~NS AS DIRECTED BY LANDSCAPE ASPHALT 664,12' REVIAIN WOODED 671.78' AVENUE x/ // // // // MOUSE /// I I MOUSE / HOUSE MUNICIPAL TESTING LABORATORY, 102 NEW SOUTH ROAD, HICKSVILLE NEW YORK, 11801 (516) 93B-5107 DATE OF BORING 01/15/08 10' 15'. 20' 25' IRC. DARK BROWN SILl`~ SAND, SOME ORGANICS LIGHT BROWN MEDIUM TO COARSE SAND, FEW GRAVELS LIGHT BROWN MEDIUM TO COARSE SAND, FEW GRAVELS LIGHT BROWN MEDIUM TO COARSE SAND, FEW GRAVELS LIGHT BROWN MEDIUM TO COARSE SAND, FEW GRAVELS LIGHT BROWN MEDIUM TO COARSE SAND, FEW GRAVELS WATER NOT ENCOUNTERED SOIL BORING NO: N.T.S. B1 200' RADIUS MAP SCALE: 1"=60' INSTALLATION NOTES: 1. AREA CHOSEN FOR STOCKRILLNG OPERATIONS SHALL BE DRY AND STABLE. 2. MAXIMUM SLOPE OF STOCKPILES SHALL BE 2:1, 3. UPON COMPLETION OF SOIL STOCKPILING EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR HAY BALES, THEN STABILIZED WITH VEGETATION OR COVERED. 4. SEB SILT FENCE DETAIL FOR INSTALLATION OF SILT FENCE, STABILIZE ENTIRE PILE WITH SLOPE NAY BALES OR SILT FENCE soIL STOCKPILING MAX. SLOPE MIR. SLOPE 1 STORY WOOD FRAME MEET EXISTING PAVEMENT lg9 4§ -~-- 200.20 - ~ '- ~ ASPHALT DRIVEWAY ' , I ~ ' PROPOSED SILT ~NCE+(~P) REMOVE EXI G SIDEWALK ~ ~ I 2012¢ EXISTING STEEL FENCE + 90L~ _N~F--~.~02 STN IJ REM~E EXISTING CURB ST~KE , ~ ~EMT AND ~[~ ~I~IN~ PAVEM~T Eb~=202.~9 ,~ REM~E EXI~INQ C0NC, PAD - Z-%- w~ ~E EXI~ING CONC ~ ~SID~A~ ~ EEW~E ~IS~NQ ~RUCTURES, TRE~, / ~ ~ // ~SHRU~, STUWPS AND UNDERGRO~H'~ ' SID~ALK ~0 ~EPS 2m4~ B1 OF CONC, SID~ALK/STEPS m.4o . WOODED AND ME~ EXI~NG PAVEME~ ~ ~ ~ '' ~WCUT AND, ME~ EXIS~NG PAVEMENT WELLS " ' ,AVENUE CONCRETE MONUMENT FND. 194,90 DRIVEWAY F 196.04 198,68 I 55 ~200,55 STA 14- STAKE ELEV=200,34' -- -- -- o~ +-- OHS ST~EEL FENCE REMOVE'EXISTING STEEL FENCE 00.15 ~ ~ ~1B3 192.72 + 19139 OHE UMITS OF // WOODED -CL.g~ ~FI~T-50' OF EXISTING WOODS T0 REMAIN OF ALL DEBRIS AND DEAD blA1ER!AL ]. OHE ~ -h:At~E ' ~H REMAINS/OF STEEL FE~ + 1 ~4f58 WOODED OHE OHE OHE OHE OHE -- SITE DEMOLITION PLAN SCALE: 1"=20' 50' MIN. · ~ ~' I PAVEMENTs3'IEXISTING B' MIN.~ STONE PAVEMENT SEE NOTE 1~ ..,=;,v.¢m~,~ i / FILTER EXISTINGj CLOTH~ ~ L-MOUNTABLE BERM GROUND PROFILE (OPTIONAL) EXISTING GROUND 12' MIN.- 50' MIR, ;,:,... PAVEMENT PL&N VIEW STABILIZED CONSTRUCTION ENTRANCF WOVEN WIRB FENCE (MIN. 14 1/2 GAUGE W/ MAX. 8" MESH MIN. LENGTH FENCE POSTS DRIVEN MIR, 1~ INTO GROUND, PERSPECTIVE VIEW 36" MIR, FENCE POST -- WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH FLOW COMPACTED SOIL EMBED FILTER CLOTH A MIN. OF 0" IN SECTION VIEW FILTER 16" MIN. MiN. UNDISTURBED GROUND SILT FENCE 2"xW' WOOD FRANC INLET WITH ~TE STAKE BURIED FABRIC II '~% EXCESS AT CORNERS I II FILTER FABRIC DROP INLET PROTECTION N.T,B. DEMOLITION PLAN NOTES: 1. REFER TO SITE PLAN FOR ADDrTIONAL iNFORMATION CONCERNING CURRENT AND PROPOSED IMPROVEMENTS, ETC. 2, TRE CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT ALONG THE DESIGNATED LINE WITH A STRAIGHT VERTICAL EDGE FREE FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT, 3. THE CONTRACTOR SHALL ENSURE THAT ALL EXISTING ASBESTOS CONTAINING MATERIALS ARE REMOVED FROM SUBJECT PREMISES PRIOR TO REMOVAL ACTIVITIES, AND PERFORM ALL AGENCY NOTIFICATIONS AS REQUIRED, 4-, EXCAVATION SHALL BE PROPERLY BACKFILLED WITH CLEAN, SUITABLE MATERIAL. 5, REMOVAL INCLUDES, BUT IS NOT LIMITED TO, ALL FLOOR SLABS, FOUNDATION WALLS, CURBING, PAVEMENT, FOOTINGS AND UNDERGROUND PIPING. EXISTING FOUNDATIONS SHALL BE REMOVED FROM THE SITE, QUESTIONABLE ITEMS ENCOUNTERED (ABOVE AND/DR BELOW GRADE) SHALL BE BROUGHT TO THE A~rENTION OF THE ARCHITECT OF RECORD rMMEDIATELY [N WRITING BEFORE REMOVAL OR DISTURBANCE. 6, THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO BUILDINGS, CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF FOUNDATIONS / STRUCTURES / WALLS SIDEWALKS AND PAVEMENT TO REMAIN, AND PROVIDE A SAFE WORK AREA, 7, THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC DURING REMOVAL ACTIVITIES, ANY TRAFFIC CONTROL, ACCESS, SAFETY PROVISIONS WITHIN R,O.W. (I.E HANDICAP RAMPS, PEDESTRIAN CROSSWALKS, SIDEWALKS, PAVEMENT STRIPING, ETC.) SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE APPROPRIATENESS FOR REMOVAL ACTIVITIES AND PROVIDE STABILIZED CONSTRUCTION SPECIFICATIONS 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A ~0 FOOT MINIMUM LENOTH WOULD APPLY). 3. THICKNESS - NOT LESS THAN SIX (6) INCHES, 4, WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS, TWENIY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE, 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE, 6, SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE, IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WffN 5:1 SLOPES WILL BE PERMllTEO, 7, MAINTENANCE ~ THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR THACTED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY, §, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS iNTO AN APPROVED SEDIMENT TRAPPING DEVICE, 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACN RAIN, SILT FENCE CONSTRUCTION SPECIFICATIONS 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER OR "U" ~PE OR HARDWOOD, 2. FILTERCLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6~' MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ABdOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY SiX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI IOOX, STABILINKA TMON, OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE OEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 5, MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. CONSTRUCTION SPECIFICATIONS 1, FILTER FABRIC SHALL HAVE AN EOB OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. 2, CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS, IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 3. STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT, METAL WITH A MINIMUM LENGTH OF S FEET, 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MININUbl lB INCHES DEEP, SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THO USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 5, FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6, A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILll% MAXIMUM DRAINAGE AREA 1 ACRE KEY PLAN: SECTION: SEC CONSULTANTS: BLOCK: BLOCK LOT: LOT ISAVIK& MURRAY, LLP CONSULTING ENGINEERS COMMENTS: DATE DESCRIPTION 02128/08 BLDG DEPT SUB 03/24/08 PLANNING BD. SUB 07/11/08 PER TOWN COMMENTS 6-27-08 REVIS~IONS & COMMENTS: REV. DATE DESCRIPTION 1 5-5-08 REVISED PER TOWN COMMENTS DATED 4-11-08 2 6-12-08REVISED PER NYSDOT COMMENTS DATED 6-10-08 DEMOLITION NOTES: 1, CONTRACTOR SHALL APPLY FOR AND PAY ALL PERMIT FEES TO ANY AGENCY AS REQUIRED FOR UTILll~ DISCONNECTIONS, 2. MAINTAIN AND PROTECT EXISTING DRAINAGE PIPES AS SHOW ON PLAN, ALL DAMAGE SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE, EROSION CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL METHODS AND MATERIALS SHALL CONFORM TO THE LATEST SUFFOLK COUNTY'S BEST MANAGEMENT PLAN FOR EROSION AND SEDIMENT CONTROL FOR CONSTRUCTION RELATED ACTIVITIES, 2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL DEVICES THROUGHOUT THE LIFE OF THE CONSTRUCTION ACTIVR~ OR AS DIRECTED BY ARCHITECT, 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE, TYPE, AND DEPTH OF UTILrTIES, PIPING, DRYWELLS, ETC, PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MUST CONTACT THE APPROPRIATE LOCAL "ONE CALL" SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BEl~/EEN THE FIELD LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ARCHITECT IN WRITING IMMEDIATELY. THE CONTRACTOR IS ADVISED THAT UTIUTY INFORMATION SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE AND ACCESSIBLE IN THE FIELD, AND RECORD DRAWINGS AVAILABLE AT THE TiME OF THE SURVEY AND MUST BE CONFIRMED ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPMCABLE UTILITY COMPANIES PRIOR TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES DISTURBED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE. 11, EXCAVATE ALL ASPHALT AND OTHER DELETERIOUS SUBSURFACE MATERIALS AS DIRECTED BY ON-SITE ENGINEER. COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL OF STRUCTURES, BASEMENTS, AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MA~TER, STONES USED WILL NOT BE LARGER THAN B INCHES IN BIMENDON. PRIOR TO PLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROST, FROZEN MATERIAL, TRASN, DEBRIS. PLACE FILL MATERIALS HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% OPTIMUM DENSITY, GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mineola, NY 1~01-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED, DRAWING TITLE: SITE DEMOLITIONPLAN AND 200' RADIUS MAP DRAWN BY: DATE: CHECKED BY: SCALEt AS NOTED TEMPORARY MEASURES TO PROTECT AND PROVIDE SAFELY TO THE PUBLIC PROVIDE SURFACE DRAINAGE, I REMOVE EXISTING ll~EE UNTIL PERMANENT COMPONENTS/REpLACEMENTS CAN BE INSTALLED, 12. THE CONTRACTOR SHALL TAKE APPROPRIATE ANY 8, THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE EXISTING FIRE HYDRANTS DURING CONSTRUCTION, ~H,~A FILE NAME: SAFELY OF ITS EMPLOYEES, THE GENE?AL PUBLIC, STRUCTURES TO REMAIN, REMAIN OPERATIONAL AND ACCESSIBLE AT ALL TIMES, 207099 Demolition EXISllNG TREE TO REMAIN ADJACENT PROPERTIES, PUBLIC R,O.W. S, ETC, DURING ALL CONSTRUCTION 13. RELOCATION AND/OR REMOVAL OF ANY EXISTING, TRAFCF~.~s'T~I~ST-ETD; AND REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL SHALL BE COORDINATED BY THE CONTRACTOR, THE CdNTRAC~OR 'SHALL rOE IJRS NUMBER: 207099 SILT FENCE CODES AND REGULATIONS, THE OWNER, ARCHITECT AND ENGINEER ASSUME RESPONSIBLE FOR FIELD VERIFYING THEIR PRESENCE, r~ ,' -- ~LL~ NO RESPONSIBILITIES FOR THE CONTRACTORS SAFETY PROGRAMS AND 14. THE CONTRACTOR SHALL REPAIR/REPLACE ANY EXISTING F~¢ICE DAMAGED I 07201 PROCEDURES INCONNECTIONWITHTHEWORK. DURING CONSTRUCTIONATHISOWNEXPENSE,,,, I 9. THE CONTRACTOR SHALL INSTALL A TEMPORARY PROTECTIVE FENCE IN SHE ACCORDANCE WITH NYS INDUSTRIAL CODE PART 23 AT LOCATIONS WHERE ' / HAZARDOUS CONDITIONS EXIST AS A RESULT OF REMOVAL ACTIVITIES. I -~ ,[ : . DRIVEWAY DRIVEWAY BUILDING RETAIL t OFFICE STORY WOOD FRAME <:73 ,'MEET EXISTING SIDEWALK AT ~IOINT 199~'9 ~- __ 20020 / 200 ¢ 201 ~ ~ TO: 198.94 ~ .cb'" Z0185 , I . -¢'~: 200.61 --' ~ BC:200.11 LB.1 I '", I' >? DRAINAGE ~ ? I ~C: 1BM.BO __ CB.'2, ~ - + /BO: 198.10 ~ TC: 198.90 '-- / 2o197TC: 200.00 TO: 1BB.B3 ~ BO: u~. ',:, ---..zt + ~ ~ / ROP CURB , PROPOSED BANK S:':'b:'~ rr EL 19960 2Ol,57 J ~ . . IN~A~ SID~A~ ~MP ~1,'- > PROPOSED CONCR~E SID~A~ ~ ~ ,Jim ~ 2ol Bg -~ MEB ~IS~NG AT SID~ALK gOl~ N ~ % - + + + TC: 198.90 TO: iBC: 198.40 BO: 197.70 TO: 198.63 LB.5.,.~.. 200 89 I .81 DC; 19.~.]0n?×/ 197,72 201'21//' // BO: 197,22 TO: o TO: 198.55+ I98.15 197.05 I + ~ ~ 498.60 N~,,154511, W :% 201,12 _1~9/78. - + -- .' + 195-- ~ ,' / 200 .... . _ .... - ..... 197 -- --~ ~ .... m ...... ~i_, ~ ----~.~ . __ -___ ) ME~ EXI~ING PAVEMEN]? 197,04 -- 194,97 ~F94.07 v ASPHALT ,,' ,, o CONC, CUR. ,' WELLS ' 'AVENUE -OHE OHE OHE- ~ OH:-' . OHE -~0 DRIVEWAY CONCR~E + 19604 MONUMENT ~D. 198.68 CONCRETE DUMPSTER PAD, SEE/DErAILS ¢;~(ASPHALT ENDS] FOP 197,42 ' _ o.: - o: -% TO: 198.50 198.00 ~TC: 198.30 BO: 197.80 TO: 198.00 lg7.75 BO: 197,25 TO: 197.35-' 1~.85 BO: 197.00/'~ ..- TO. 196.90 BO: 198,40 TO: 197.24 BO: 196.7~,,'1975: DC: 196.40~-- TO: 19705 - 196.55. - - 196,74 .-' BO 196 196.16 195.86 ~C.:.. BO:_ .-? 192.51 'ROPOSED CATCH BASIN (TI(P.) ONE TO: 195.70 DC: / WOODED / gRADING LIMITS + 191 ................... 10'¢ LEACHrN-G- ', SITE GRADING AND DRAINAGE PLAN SCALE: 1"=20' RETAIL 1 S 15'55'50" E -- PROPOSED BANK Z RANK WELLS ?//////0 -- -- N 15'45'11" OF CLEARING %'"".N~_ AREA 664.12' TO REMAIN WOODED~%% 671.78' AVENUE RAR~N I HOUSE x/ // // / / Hous // /// / I ! I LEGEND DESCRIPTION ~YMBOL E)qS~INO PROPOSED PROPERTY LINE ---- CONTOUR LINE ..... 200 .... 200 BUILDING //////// BUILDINC OVERHANG -- BLOCK WALL CURB (ALL TYPES) PAVEMENT STRIPE EDGE OF CONCRETE PAVEMENT SAWCUT ....... I I I FENCE x DRAINAGE LINE GAS MALN O TELEPHONE LINE OVERHEAD ELEC. LINE -- OHE ELECTRIC LINE E WATER MAIN w W SANITARY LINE $ PARKING STALL QUANTITY SPOT ELEVATION +2~,o~ 200,00 x WATER METER WATER VALVE UTILllY POLE gUY WIRE LIGHT POLE ~o~ FIRE HYDRANT ):2)., SION ~:~ .~. TREE CATCH BASIN SANITARN STRDCTUREB ©® 200' RADIUS MAP SCALE: 1"=60' LOCATION MAP N.T,S. PROJECT LOCATION -- PROPERTY INFORMATION SUFFOLK COUN17 TAX MAP NUMBER: SECTION: S1 BLOCK: 4 LOT: 1 ADDRESS: OWNER: APPLICANT: MUNICIPALITY: BUILDING USE: ZONING DISTRICT: LOT SIZE: FLOOR AREA: 53550 MAiN ROAD (N.Y.S. RT. 25) SOUTNOLD, N.Y, 11952 BARKOFF PROPERTIES, LLC. 875 SOUTHEND AVE, APT. 1DE NEW YORK, N.Y, 10280 iRS ARCHITECT, P,C. JOHN SORREWTI 181 EAST JERICHO TPK. MINEOLA, NY 11501-2032 TOWN OF SOUTHOLD BANK HB - HAMLET BUSINESS 99,209 SF / 2,278 ACRES 4,570 S.F. SETBACKS: FRONT: 15' REQ, 15' PROVIDED SIDE: 10'/25' REQ. 13'/49' PROVIDED REAR: 25' REQ, 563' PROVIDED ITEM AMOUNT TOTAL LOT AREA BUILDING AREA (FOOTPRINT) PAVEMENT AREA LANDSCAPING AREA LEGEND 100% 4,570 4.61% 27,562 27.88% 67.51% DESIGNATION AVE BC BLVD CB CLF COEFF CPP CONC DEP'T, ¢ OR DIA, D DMH DC E EFF, EL, OR ELEV. ELEC EMH EX, F.F. EL. FT, RA DV GC HP HYD iNFO, JNV, LB LP L.P. MAX, N NA NO, NTS NYS NYSDOT OC OD ONE PC PRO PT PVC PSI R RCP RET RD, REQ'D SMN S SF ST, TMH TSB TO TYR VOL WV W DESCRIPTION AVENUE BOTrOM OF CURB BOULEVARD CATCH RASIN CHAIN LINK FENCE COEFFICIENT CORRUGATED POLYETHYLENE PiPE CONCRETE DEPARTMENT DIAMETER DRAINAGE DRAINAGE MANHOLE DROP CURS EAST EFFECTIVE ELEVATION ELECTRIC ELECTRIC MAHNOLE EXISTING FIRST FLOOR ELEVATION FEET OR FOOT GAUGE GAS VALVE GENERAL CONTRACTOR HIGHPOINT HYDRANT INFORMATION INVERT LEACHING BASIN LEACHING POOL LOW POINT MAXIMUM MINIMUM MANHOLE NORTH NOT APPLICABLE NUMBER NOT TO SCALE NEW YORK STATE NEW YORK STATE DEPARTMENT OF TRANSPORTATIOI ON CENTER OUTSIDE DIAMETER OVERHEAD ELECTRIC POINT OF CURVATURE POINT OF REVERSE CURVATURE POINT OF TANGENT POLY VINYL CHLORIDE POUNDS PER SQUARE INCH RADIUS REINFORCED CONCRETE PIPE RETAINING ROAD REQUIRED ROUTE SANITARY MANHOLE SOUTH OR SANITARY SQUARE FEET STREET TELEPHONE MANHOLE TRAFFIC SIGNAL POX TOP OF CURD TYPICAL VOLUME WATER METER WATER VALVE WEST GENERAL NOTES 1, ALL WORK TO CONFORM TO THE LATEST PLANNING BOARD SPECIRCATIONS AND STANDARDS, 2. TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 48 HOURS iN ADVANCE OF ALL CONSTRUCTION. 3, CONTACT THE ENGINEERING INSPECTOR AT LEAST 24 HOURS PRIOR TO START OF ANY WORK. WORK PERFORMED WITHOUT INSPECTION SHALL BE CERTIFIED TO THE ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE. 4, ALL LANDSCAPED AREAS IN ACCORDANCE WITH TOWN SPECIFICATIONS. 5, ALL CONSTRUCTION SHOULD CONFORM TO THE REQUIREMENTS OF THE STATE UNIFORM FIRE PREVENTrON & DUILDING CODE. 6. ALL CONCRETE TO BE A MINIMUM OF 4000 P.S.I,, 2B-DAY STRENGTH. ' 7. ALL LEACHING BASINS SHALL BE CLEANED OF ALL SILT AND DEBRIS AFTER CONSTRUCTION JS COMPLETED. 8, COORDINATE AND COMPLETE ALL UTILllY RELOCATIONS. ALL UTILITIES TO BE INSTALLED/RELOCATED BELOW GRADE. 9, DAMAGED OR BROKEN CURB MUST BE REPAIRED PRIOR TO TNE INSTALLATION OF NEW SIDEWALK. 10. OBTAIN A TOWN DPW ROAD OPENING PERMIT 11. LOCATION AND GRADES FOR ALL CURBS AND WALKS TO BE VERIFIED WITH THE TOWN OF SOUTHOLD HIGHWAY DEPARTMENT, S.C,D.P,W, OR N.Y.S.O.O.T, PRIOR TO CONSTRUCTION. 12. ALL TRAFFIC CONTROL DEVrCES, IF, SIGNALS, SIGNS, AND PAVEMENT MARKINGS SHALL BE iNSTALLED IN CONFORMANCE WiTH THE GUIDELINES OF THE N,Y.S. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS DIRECTED BY THE TOWN OF SOUTROLD, DIVISION OF TRAFFIC SAFETY. 18. THE CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL DEVICES LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFETY, 48 HOURS IN ADVANCE OF BEGrNNING SUCH WORK ALONG A TOWN ROAD, 14. ALL PAVEMENT MARKINGS REQUIRED EXCEPT PARKING STALLS SHALL BE THERMOPLASTIC (SUFFOLK COUN~ SPECrFICATrONS) UNLESS OTHERWISE NOTED ON PLAN, 15. STOP LINE SIGHT DISTANCE SHALL BE MAINTAINED AT ALL INTERSECTION IN ACCORDANCE WiTH AASHTO REQUIREMENTS. SURVEY NOTES 1, FIELD SURVEY WAS CONDUCTED IN 11/29 & 12/5, 2007 BY WELSH ENGINEERING & LAND SURVEYING, R.C, 2. ELEVATIONS ARE RASED UPON AN ARBITRARY DATUM. 8, THIS SURVEY IS SUBJECT TO ANY STATE OF FACTS A FULL AND CURRENT TITLE REPORT MAY REVEAL. 4. INDICATED UNDERGROUND UTILITIES ARE SHOWN FROM AVAILABLE DATA, FROM FILED DRAWINGS, AND FROM SURFACE EVIDENCE, UNDERGROUND LiNE LOCATIONS ARE APPROXIMATE AND ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN, PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL "CALL BEFORE YOU DIG" AT (800) 272-4480 AND HAVE ALL UTiUTY LOCATIONS MARKED ON THE GROUND. 5. COUNTY TAX ASSESSOR DESIGNATION: TOWN OF SOUTHOLD-SECTION 61, BLOCK 4, LOT 1, 6. PROPERTY LINES, BEARINGS AND NORTH ARROW ARE BASED UPON LrBER 16095, PAGE 245 RECORDED IN THE SUFFOLK COUNTY CLERK'S OFFICE, KEY PLAN: SECTION: SEC CONSULTANTS: BLOCK: BLOCK LOT: LOT I:SAVIK & MURRAY, LLP CONSULTING ENGINEERS DRAINAGE ,AREA #1 PAVED AREA: GONG. AREA: ROOF AREA; GRASS AREA: TOTAL AREA: PROVIDE: PAVED AREA: CONC. AREA: GRASS AREA: TOTAL AREA: PROVIDE: CALCULATIONS: 3,585 S.F. x 3/12 x 1.0 = 896.25 CF 314 S,F, x 3/12 x 1,0 = 78,5 CF 2,375 S.F. x 3/12 × 1.0 = 596,75 CF 3594 S,F, x 5/12 x 0.30 = 269.55 CF 1838,05 0F/68,4 CF/VF (10'¢ POOL)= 26,87 VF REQ'D 3 - 1D'¢ POOLS X 10' EFF, DEPTH = 30 VF 10546 S.F, x 5/12 x 1.0 = 2586 CF 1647 S.F. x 5/12 x 1,0 = 411.75 CF 12140 S,F, x B/12 x 0.30 = 910.5 CF 1858,05 CF/68,4 CF/VF (10'¢ POOL)= 26.87 VF REQ'D B 10'¢ POOLS X 12' EFF. DEPTH = 60 VF AREA ¢3 PAVED AREA: GONG, AREA: GRASS AREA: TOTAL AREA: PROVIDE: AREA #4- PAVED AREA: CONC, AREA: TOTAL AREA: PROVIDE; AREA ¢5 PAVED AREA: CONC, AREA: ROOF AREA: GRASS AREA: TOTAL AREA: PROVIDE; 4,140 S.F, x 3/12 x 1,0 = 1,055 CF 149 S.F, x 8/12 x 1,0 = 37.25 CF 2612 S.F, x 3/12 x 0.30 = 195.9 CF 1,268.15 CF/68.4 CF/VF (10'¢ POOL)= 18.54 VF REQ'D 2 - 10'¢ POOLS X 10' EFF. DEPTH = 20 VF 5,300 S,F, x 3/12 x 1.0 = 825 CF 845 S,F, x 5/12 x 1,0 = 2,10.75 CF 1035,75 CF/68.4 CF/VF (10¢ POOL)= 15.14 VF REQ'D 2 - 10'¢ POOLS X 10' EFF. DEPTH = 20 VF 5,090 S,F, x 3/12 x 1.0 = 772.5 CF 248 S.F. x 5/12 x 1.0 = 62 CF 2,375 S,F, x 8/12 x 1,0 = 593.75 CF 3029 S.F. x 3/12 x O,BO = 230,92 CF 1659,17 0F/68.4 CF/VF (10'~ POOL)= 24,25 VF REQ'D 2 - 10'¢ POOLS X 12' EFF. DEPTH = 24 VF COMMENTS: DATE 02/28/08 SLDG DEPT SUB 03/24/08 PLANNING BD. SUB 07/11/08 PER TOWN COMMENTS 6-27-08 DESCRIPTION REVISIONS & COMMENTS: REV. DATE DESCRIPTION 1 5-5-08 REVISED PER TOWN COMMENTS DATED 4-11-fl8 2 6-12-08 REVISED PER NYSDOT COMMENTS DATED 6-10-08 DRAINAGE TABLE J NEW BRANCH SUlLDING I I,.~pE~ DESCRIPTION I 53530 ~AIN ROAD CURB J I ~SOUTH OLD, NY 11971 -- CURB .... J CURB - ~ ~ CURB I CURB CONNECT TO ROOF DBAINSII I CURS -- Ii FIELD CONNECT TO ROOF DRAINSI CURB j THESE D~WINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPER~ OF iRS ARCHITECT, P,C. CURB I ANY INFRINGEMENTS OR ALTE~TIONS BY OTHERS CURB CURB I CURB [ SITE GRADING AND D~INAGE P~N BASIN RIM OR .:c CS.1 197,42 194.42 CB.2 197.42 194.52 08.3 195.70 192.70 CB,4 195.85 192.80 LB.1 198,00 194,32 10' LB,2 198.44 194,22 10' LB,3 198,75 194,12 10' LB.4 198.80 T,B.D, 12' LB.5 197,30 - 12' LB,8 197.34 192.70 12' LB.7 196.45 192.60 10' LB.8 196,85 I92,50 10' LB.9 196.60 193.30 10' LB.IO 196.40 193.40 10' LB.11 195,60 192.00 12' LB.12 195.40 192.10 12' LB.15 195.20 192.20 12' LB.14 195.36 192.10 12' CURB DRAINAGE NOTES: 1. ALL DRAINAGE PIPE TO BE 12" C.P,P, UNLESS NOTED OTHERWISE 2. ALL ROOF PIPE TO BE 8" C.P,P. UNLESS NOTED OTHERWISE 8, RIM ELEVATIONS ARE TO THE CENTER OF THE RECTANGULAR FRAME AND GRATE AT THE FACE OF THE CURS-INLET. SET,.F_P-A.M~ AND GRATE AT THE SLqPE OF THE PARKING 'LOT,' .... FiLE NAME: 207099 Grading JRS NUMBER: 207099 07201 I STORY WOOD FRAME EOP ASPHALT BAR LANE ARROWS (TYP,) 25,5' I.ANE ARROWS OYP.) WHITE TRAVEUNG LANE DESIGNATION STRIPINO DRIV~VAY FOP R=25' 10' 10' R=25' R=2D R=2 25,5' R=3' 20' OHE (ASPHALT ENDS FOP OHE OHE-- REMAJNS OF STEEL FENCE SIGN ®= LEGEND PARKING CALCULATIONS PARKING REQUIRED; BANK: 1 STALL PER 100 S.F, G.F.A, 4,570 S.F. / 100 S,F, / STALL TOTAL STALLS REQUIRB = 45.7 STALLS = 46 STALLS .PARKING PROVIDED; STALLS (STANDARD) = 44 STALLS REQUIRED A,D.A STALLS (RESERVED) = 2 STALLS TOTAL STALLS PROVIDED = 46 STALLS KEY PLAN: ~ECTION; SEC CONSULTANTS: BLOCK; BLOCK LOT: LOT HYDRANT ACCESSIBLE PARKING g' 9' Q SY~BOL (~YP. OF 2 PROPOSED BANK 4.570 S.F. R=4 F.F. EL. 199.60 9' N 15'45'11" W 5~ R=15' R=lO' R=6, 25.5' L_ t R=10' WHITE PARKING STALL SmrP~NG (TYP,) WOODED WOODED IAVIK & MURRAY, LLP~ CONSULTING ENGINEERS DRIVEWAY ASPRALT CONCRETE MONUMENT FND, OHE OHE -- x WELLS DRIVEWAY ASPBALE AVENUE ~ DRIVEWAY OHE OHE Olde OHE OHE SITE ALIGNMENT AND STRIPING PLAN SCALE: 1"=20' RETAIL BUILDING [ RETAIL RETAIL S 15'55'50' E ~ I ("~//--LIMITS OF CILEARINO ] ?//////,3 ', BANK ~ TO z } HOUSE ./ N 15'45'1f' W/ 671.78' WELLS AVENUE HOUS OFFICE 200' RADIUS MAP SCALE: I"=60' 500' RADIUS MAP SCALE: f'=200' TAX MAP NO ADDRESS OWNER FHV LLC 620 TRAVELER ST, 2315 PINE TREE RD. 61-1-13.1 SOUTHOLD, NY 11971 P.O. BOX 1295 CUTCHOGUE, NY 11935 FLEET BANK OF NY NAT'L ASSOC. 53300 ROUTE 25 C/O BANK OF AMERICA 61-3-7 SOUTHOLD, NY 11971 101N. TRYON ST, CHARLOTTE, NY 28255 CAGUUSO, JOSEPH 550 WELLS AVE, CADLIUSO, ROSEMARIE 61-3-6.1 SOUTHOLD, NY 1197 550 WELLS AVE, P.O. BOX 1828 SOUTHOLD, NY 11971 CEMETERY OF FIRST CHURCH 61-3-8.5 52720 ROUTE 25 ROUTE 25 SOUTHOLB, MY 119711 P.O. BOX 787 SOUTHOLD, NY 1197~ BARKOFF PROPERTIES, LLC. 61-4-1 53530 ROUTE 25 375 SOUTHEND AVE, SOUTHOLD, NY 11971 APT, 1OF NEW YORK, NY 10280 53559 ROUTE 25 BRIDGE, EDNA 61-4-2 SOUTHOLD, NY 11971 2320 @AYSHORE RD. GREENPORT, NY SCHILLER, GRETA 61-4-10 625 PRIVATE ROAD WErSS, ANDREA SOUTHOLD, NY 11971 P,O. BOX 795 SOUTHOLD, NY 11971 COMMENTS: DATE DESCRIPTION 02/28/08 BLDG DEPT SUB 03/24/08 PLANNING BD. SUB 07/11/08 PER TOWN COMMENTS 6-27-08 REVISIONS & COMMENTS,, REV. DATE DESCRIPTION 1 5-5-08 REVISED PER TOWN COMMENTS DATED 4-11-08 2 6-12-08 REVISED PER NYSDOT COMMENTS DATED 6-10-08 CLIENT INFORMATION: C)jPMorganChase NEW BRANCH BUILDING S3530 MAIN ROAD SOUTHOLD, NY 11971 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 381 East Jericho Turnpike, Mlneola, NY 11501-2032 ;30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DPJ~.WINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPER~Y OF JRS ARCHITECT, P.C, Ot. ERB IDRAWING TITLE', ALIGNMENT AND STRIPING PLAN 500' RADIUS MAP FILE NAME: 207099 Alignment JRS NUMBER: 207099 07201 SHEETNUMBER: C1.O DRNEWA¥ DRIVEWAY ASPHALT STORY WOOD FRAME EOP i'50" E -200 I' UNDE~RGROUND PROPOSED 8'~'× 8' EFF. _ _ _DERTB LEACHING POOL SERVICE PROPOSED BANK 4-,570 S.F. F.F. EL. Ig9.60 PROPOSED 8'¢ X 4-' EFF. DEP'fH SEPTIC TANK PROPOSED SANITARY SYS1EM. SEE PROFILES FOR PIPE AND STRUCTURE SIZES, THIS N',15'45'11: CONCRETE MONUMENT FND. OHE QHE OHZ % ASPHALT /'~- EXISTING CONTOUR EOP PROPOSED CONTOUR DRIVEWAY PROPOSED LEACHINe~SIN (FOP.) ASPHALT POOL " WELLS ' ',AVENUE DRIVEWAY SITE UTILI~ P~N SCALE: 1"=20' BUILDING RETAIL S 15'55'50" E ~ PROPOSED BANK OFFICE Z WELLS ; (~.-'~ LIMITS N ~6'4B'1f' W ~ OF CLEARING ~AREA 664,12' BARN TO REMAIN WOODED~ 671.78' 200' RADIUS MAP SCALE: f'=60' HOUSE AVENUE 191-- OHE OHE OHE / /// // // HOUSE MOUSE PROPOSED BANK PROPOSED BUILDING INV. 196.00 19 LF @ 2,00% ¢'¢ PVC SDR 35 SITE DATA S.C.T,M.# 1000 - 61 - 4 - 1 SITE AREA: 2.278 ACRES / 99,209 S.F. TBTAL BUILDING AREA: 4,570 S,F, NO WELLS WITHIN 1BO' OF PROPER]Y ALLOWABLE SANITARY FLOW GROUNDWATER MANAGEMENT ZONE,, IV ALLOWABLE FLOW FOR SITE: BO0 GPD/ACRE (600 GPD/ACRE) X (%278 ACRES) = 1,366,8 GPO ALLOWABLE FLOW FOR PROPOSED BUILDING: BUILDING USE: BANK 4,570 S,F. OFFICE M 0.06 GPD/SF = 274.20 GAL. SEWAGE DISPOSAL SYSTEM DESIGN PROPOSED SYSTEM SEPTIC TANK; REQUIRED: 274.20 GPO X 2 DAYS = 548.40 GPD PROVIDED: (1) 8'¢ X 4' EFFECTIVE DEPTH -- 1,200 OPD LEACHING PooLs; REQUIRED: 274.20 OPD/1.5 GPD/SF = 182.60 SF PROVIDED: (2) 6@ X 6' EFFECTIVE DEPTH = ~00 SF FUTURE: (1) B'~ X 6' EFFECTIVE DEPTH = 150 BF SEPTIC TANK RIM: 197.6(0 INV IN; 195,6(0 INV OUT: 195,1(0 DA: 8' LEACHING POOL1 INV IN: 195.00J PlA: 8' ] GRADE 10 LF @ 1.00% 4"¢ PVC SDR 35 SANITARY SYSTEM PROFILE PlAN FINISHED SOLID RINGS AS REQUIRED TO BRING SEPTIC TANK TO GRADE AS PER S.C.D.H,S, INLET MIN ~-" DIA CLASS 2400 PIPE OR EQUIVALENT PITCHED 1/4"-1 -- DUI'( CAST IRON FRAME AND LOCKING COVER TO GRADE )UTLET MINIMUM TRAFFIC BEARING SLAB 4" DIA, CLASS 2400 PIPE OR EQUrVALENT PITCHED 1/8"-1' I S' J SECTION S.C.D.H.S. 1,200 GALLON SEPTIC TANK N,T,S. DUW CAST IRON FRAME AND LOCKING COVER GRADE INLET MIN, 4" /'*~'~L~2, MIN, ABOVE L BACK;iRLC;NMDA~I~iRAL TO BE CLEAN SAND & B' MIN. PENETRATION INTO VIRGIN STRATA OF SAND & GRAVEL PRECAST TRAFFIC BEARING TOP SLAB SANITARY RINGS (TIP) MATERIAL TO CONSIST OF COARSE RAND AND GRAVEL S.C.D.H.S. SANITARY LEACHING POOL DETAIl. N,T,S, BRONZE LOCKING DEVICE W/ KEY WRENCH A A 1-1/2" LETTERS 2 PENETRATING PICK HOLES 180' APART ADJUST CAST INTO1 TOP OF FRAME J CAST DATE IN UNDERSIDE OF COVER 7-1/8" 5-1/8" , 2B-B/0" 27-1/2" 27-1/6" 26" 25-3/4' 56" SECTION A-A COVER DETAIL N.T.S, KEY PLAN: SECTION: SEC BLOCK: BLOCK LOT: LOT CONSULTANTS: ISAVIK& MURRAY, LLP1 CONSULTING ENGINEERS ii COMMENTS: DATE DESCRIPTION 02/28/08 BLDG DEPT SUB 03/24/08 PLANNING BD. SUB 07/11/08 PER TOWN COMMENTS 6-27-08 REVISIONS & COMMENTS', REV. DATE DESCRIPTION 1 5-5-08 REVISED PER TOWN COMMENTS DATED 4-1%08 2 6-12-08 REVISED PER NYSDOT COMMENTS DATED 6-10-08 CLIIENT INFORMATION: C JPMorganChase MEW BRANCH BUILDING 53530 MAIN ROAD SOUTHOLD, NY 11971 TOWN OF SOUTHOLD IRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mlneola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF IRS ARCHITECT, P.C, ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWN BY: CHECKED BY: IIDATE: 12118/07 SCALE: AS NOTED FILE NAME; 207099 Utilily IRS NUMBER: 207099 07201 SHEET NUMBER: Cl.O4 1 STORY WOOD FRAME 4 OHE OHE OHE 509 5OD PROPOSED BANK 20-HH 18,-TH -- 500 -- --0 48" HONEYLOCUST WELLS OHE OHE 30-J5 - 5O0 5012 / / 500 15-JC / / -- D-PA OHE OHE OI-IE OHE ,.OLEAN FI~,ST 50' Of= EXISTIN® k'tOOO5 Of= DED,'I~,I5 AND /DEAD NIA"'F~'~IAL5 EXI~ITN~ YIOOD5, TO ~I=NfAIN AVENUE 0HE 0HE 0HE-- 0HE OHE OHE 0HE LANDSCAPE PLAN SCALE: 1"=20' ~UAN. II 5 & 8 41 58, 24 PLANT LIST A~ HH ...lB TO TH BOTANIC, AL NANE OONNON NAME OONNON ~.~O NAPLE LLTTL5 LEAF LINDEN ~INTB~ OREEPE~ HAPP~ ~ETU~N50AYLIL~ CONVEX LEAP JAPANESE HOLLY BLUE DTA~ J~NIPE~ 5AR~BNT5 JUNIPE~ DAN JOSE dUNIPE~ DIZE PULL HEAD, PIELL tDP-.ANCHED PULL HEAD, PULL, PIELL PULL, ~BLL FULL AND D~NS~ T~ ~UN~ ~ULL AND FULL, ~LL ~AN~H~ FULL AN~ FULL AN~ PULL AN~ FULL AN~ MULL, M~LL ~'~AN~H~ FULL AN~ DENO'{'~S EXISTIN¢ TREES TO ~EHAIN: I BANK WELILS AVENUE 200' RADIUS MAP SCALE: 1"=100' PLANTIN® NOTES I. ALL PLANT HATEP-IALS TO DE OF HIGHEST ~UALI"Pf NUP. SEP. Y ~RO~N STOCK. 2. REFEI~. TO EN~INEERIN~ D~AI, NIN~S OF MECHANICAL AND UTILITY LINED AND DTRUO~RE~. IF ANY CONFLICT BXIDTS, OONT~OTO~ 5HALL NOTIFY LANDSOAPE A~OHITEOT ~. ALL PLANT PITS TO B~ BA¢~ FILLED ~ITH TO.OIL BLENDED ~lth 0-20-0 4. ALL ~EE PIT5 AND 5H~B BED5 TO BE HULOHE~ ~ITH 4" DDDP F~SH HILLED D. ALL TREED TO BE PLANED AN~ ~TA~ED AD PER DETAIL. ~L PLANT HA~IAL~ TO BE CUA~NTEED FO~ A PERIOD OF ONE YEAR AF~ PLANTIN¢. IF ANY Di50~PANOY ~XI5T¢ BETAEEN THE PLAN AND PLANT LID% THE PLAN 5HALL ¢O~N. ¢. ALL PLANT ~A~IAL~ AR~ TO B~ MAINTAINED ~ITH P~RTILIZB~ AND OTH~ ~UI~BD MAT~I~5 TO MAINTAIN i NEAT AN~ HEALTHY APPBA~AN¢D. q. ALL PLANT HATE~IALD A~D TO D~IP i~IGATION I~ TO BE IN5TALLED I0. ALL PLANT5 ~HIOH DIE OR BDQOME DI5EA5ED 5HALL BE ~PLAOED BY THE APPLIOANT. PLANTIN® :)ETAIL ~A. ~I~E - T~IDTED AND' LEFT LOODE GEDAt~. STAKED - D~IVE AT AND ~I~A!.N VE~.TIC. AL TREE ~R. AP - ONLY ~HEP. E HULOH ~O~N OF BALL TO D~ DANE AND ALL ~IRE AND NON- TOPDOIL ~AO~DILL, MIN. OD HOLE 2 TIME5 BALL PlA, t Ex/EFi®FiEEN TFiEE P, EINF. R, UIDIDER HO,SE 12 DA. ~I~-.E TP¢IS'"I'IED AND LEFT 4" DEEP $H~EDDED BA~ ;f ~OOT BALLTO BE 5A~E LEVEL AD lin NU~D~ TOP I/~ ,OP DUNLAP AND ALL ~1~ AND NON- IL ~A~ILL - MINI~ O~ DOlL P~:DESTAL PLANTIN® ETAIL SHRUB -- ~" DEEP DHR, EDDED BAP-,K MULCH DAUC..E~ TOP I/D OF BURLAP AND ALL ~I~.E AND NON- BI ODE~.P-.ADABLE NATE~IAL5 PLANTIN® ETAFL KEY PLAN: SECTION: SEC BLOCK: BLOCK LOT: LOT CONSULTANTS: I SAVIK& MURRAY, LLP CONSULTING ENGINEERS COMMENTS: DATE DESCRIPTION 07/11/08 PER TOWN COMMENTS 6-27-08 REVISIONS & COMMENTS: REV. DATE DESCRIPTION 1 5-8-08 PER SITE PLAN 181 East Jericho Turnpike, Mlneola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE iNSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED, wwj IDATE: 'CHECKED BY: v.,wj SCALE: 03/2%99 AS NOTED FILE NAME: 207099 Utifl[y JRS NUMBER: 207099 07201 SHEET NUMBER: C1.05 J PLAN COORDINATE MEASURED TO MIDDLE OF THE FRONT FACE OF THE CURB BOX ALONG CURB LINES, PROVIDE FRAME & GRATE - CURB INLET CAMPBELL MODEL 2617 ALLOW B" FOR ADJUSTMENT WITH BRICK AND MORTAR (IYPICAL) STRUOTURE STEPS 1'-3" O.C. FOR FULL DEPTH ORIENTATION SUBJECT TO CHANGE 5/¢' GALV. EAR STEPS SPLIT ENDS FOR FULL DEPTH OR APPROVED EQUAL~ MiN, 2' BELOW SUMP SECT. ION A-A CATCH BASIN N,T.S. CONCRETE (PRE- CAST OR CAST IN PLACE) OPENING FILLED WITH GRAVEL, CONSTRUCTION JOINT IF CAST IN pLACE BASIN OFFSET MEASURED TO MIDDLE OF THE FRONT FACE OF THE CURB A ROUND GRATE OFFSET MEASURED TO THE CENTER OF THE ROUND GRATE A 2-#5 BARS BARS AT PLAN 2-#5 BARS 2'-B" LONG AT 3" C,-C, TYPICAL I ~PROVDE FRAME & B~TE, CURB INLET CAMPBELL FOUNDRY MODEL 2817, ROUND FRAME.AND G~TE CAMPBELL FOUNDRY MODEL 118~, OR EQUAL. / z--8 REINFORCED TRAFFIC B~RING SLAB TO ~ /// /CARRY H-20 LOAD WITH AN OFFSET OPENING ~1~ ~ / ~#5 ~RS ~t COVER / / AT B C,-C.. t CONSTRUCTION JOINT CPP (TYP. BETWEEN BASINS) UNLESS OTHERWISE NOTED FABRIC, MIRAFI 140 AROUND ENTIRE CIRCUMFERENCE OF LEACHING BASIN L2' MIN. ABOVE GROUND WATER TOP LEACHING BASIN SLAB AND FRAME & GRATE A 1/4" R~, SIDEWALK >' B MAX, DESIRABLE I F~'A SIDEWALK 1,5' MIN., I B CONCRETE CURB "STEP-SAFE~ PRECAST POLYMER CONCRETE TILE AS MANUFACTURED BY TRANSPO INDUSTRIES OR APPROVED EQUAL. COLOR BY OWNER. (TYPICAL ALL HANDICAP RAMPS) PLAN SEE CIVIL NOTES, THIS SHEET SIDEWALK RAMP N,T,S. CONCRETE #5 BAR CONTINUOUS, EXCEPT AT JOINT COAT 1YPE 6F RA NYSDOT TOP COURSE 1YPE 3 RA NYSDOT BINDER COURSE DENSE GRADED AGGREGATE SEE CIVIL NOTES. THiS SHEET CURB/PAVEMENT N.T.S. EXPANSION JOINT CONTRACTION EVERY 20' JOINT SEE DETAIL "B" SEE DETAI PLAN SECTION ~-" POURED CONCRETE ~ - wl.A×wl. W.W.F. 6" COMPACTED GRANULAR SUBGIRADE SEE CIVIL NOTES, THIS SHEET CONC _ETE --JONT SEALER ,, --~/2" ¢ F1/~ -1/2"x3-3/4" LO. PREMOULDED EXPANSION JOINT SIDEWALK DETAILS PAVEMENT 1/2" LiP- D ETAI LS 5/1¢¢ GALV NUTS & (TYP,), REFER TO PLANS FOR ~FPE AND SIZE. -CURB RAMP ~EXPANSION JOINT ROUND TO HEIGHT OF LIP FULL WIDTH OF RAMP OPENING JOINT C PAVEMENT SURFACE- HAUNCH (1YPICAL ALL 4 SIDES) 6X6-W2,9xW2.9 W,W,F, ~' POURED 6" COMPACTED GRANULAR SUBGRADE' B" CONC. SLAB 40'00 LB. 28 DAY STRENGTH ~UN1pSTER PAD FENCE NOTES: 1. ALL FENCE FABRIC SHALL BE BLACK PVC VINYL COATED, CLASS 26, 6 GAUGE FINISH WITH 9 GAUGE CORE, ALL POSTS AND HARDWARE SHALL BE BLACK PVC VINYL COATED TO CREATE A COMPLETE VINYL SYSTEM 2. FENCE SHALL BE INSTALLED WITH BLACK VINYL SLATS (IYPICAL ENTIRE DUMPSTER ENCLOSURE) B"x6" W2,9xW2.9 ~IRE MESH WITH 3" COVER 10' A DUMPSTER PAD CHIA[N LINK FENCE SEE FENCE NOTES,, THIS SHEET SEE CIVIL MOTES, THIS SHEET DUMPSTER PAD DETAIL N.T.S, GALV, STEEL CHANNEL APPROXIMATE ,NOTES: 1, USE SINGLE SIGN POST ASSEMBLY FOR ALL SIGNS EXCEPT FOR INFORMATIONAL SIGNS. 2. ALL HARDWARE, SIGNS, AND ALL OTHER MATERIALS, INCLUDING BRACKETS SHALL CONFORM TO THE LATEST N.Y.S.D.O.T REQUIREMENTS SIGN ASSEMBLY DETAILS N.T.S. 36' 4"-0 LE1FER ONE WAY 2¢' CIVIL DERAILS CONCRETE FOR CURBS AND SIDEWALKS SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 P.S.I. AT 2~ DAYS. 2. MAXIMUM SPACING OF EXPANSION JOINTS TO BE 20 FEET. 3, CONCRETE CURBS TO CURE A MINIMUM OF 14 DAYS PRIOR TO ROADWAY PAVING, 4. SUBBASE TO BE MECHANICALLY COMPACTED TO 95% MAX. DENSDY PER AASHTO T-99 ALL HANDICAP RAMPS SHALL BE PROVIDED WITH "STEP-SAFe' PRECAST POLYMER CONCRETE TILE AS MANUFACTURED BY TRANSPO INDUSTRIES OR APPROVED EQUAL. COLOR BY OWNER ALL HANDICAP RAMPS, PARKING SPACES AND ACCESS ISLES SHALL BE IN COMPLIANCE WITH THE LATEST NEW YORK STATE UNIFORM PREVENTION, BUILDING CODE AND ICC/ANSI Al17.1 STANDARDS. VARIES - SEE PLAN SOLID WHITE STOP LINE SEE PLAN t PAVEMENT SYMBOL DETAILS N.T,S. LETTER SIZE 10"-C HIGH LE~rERS SIGNS SHALL HAVE A BLACK BACKGROUND & LETTERS WITH WHITE ARROW & 1/2" BORDER ONE WAY SIGN N.T.S. SIGN SHALL HAVE RED BACKGROUND WITH WHITE LEGEND, AND 3/~" BORDER STOP SIGN N.T.S. z"-D LETTER 5" 4"-0 LETTER 24" SIGN SHALL HAVE RED BACKGROUND WITH WHITE LEGEND AND VARABLE BORDER. D~O NOT ENTER SIGN N.T.S. RESERVED PARKING SIGN WHITE ON BLUE BACKGROUND (WITH BOLLARDS SIGN POST) 'ARKING P4-B NO PARKING SIGN RED ON WHITE BACKGROUND (WITH BOLLARD SIGN POST) NO PARKING ANY TIME CONC, CONC. SIDEWALK 4" WIDE WHITE STRIPES LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN" LETTERING ACCESSIBLE PARKING SYMBOL N.T.S. ,. 9'-0" 8'-0" ' I" 8'-0" STANDARD STAL[~ · 2'~'-0" RESERVED STALL RESERVED SEE CIVIL NOTES, THiS SHEET PARKING STALL AND N,T,S, RESERVED PARKING SIGN RAMP WHITE ON BLUE BACKGROUND (WITH BOLLARD SIGN POST) RESERVED PARKING P~-6 WIDE BLUE STRIPES WIDE, 45' BLUE STRIPES, 5'-0" O.C. SYMBOL FOR ACCESSIBIUT¢ JUL 1 6 ~008 DETAIL" KEY pLAN: SECTION: SEC CONSULTANTS: BLOCK: BLOCK LOT: LOT ISAVIK& MURRAY, LLP CONSULTING ENGINEERS II DATE DESCRIPTION 02/28/08 BLDG DEPT SUB 03/24/08 PLANNING BD. SUB 07/11/08 PER TOWN COMMENTS 6-27-08 REVISIONS & COMMENTS: DATE DESCRIPTION 1 5-5-08 REVISED PER TOWN COMMENTS DATED 4-11-08 CLIENT INFORMATION: OJPMorganChase NEW BRANCH BUiLDiNG 53530 MAIN ROAD SOUTHOLD, NY 11971 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mlneola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.O. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE; CIVIL DETAILS DRAWN BY: CHECKED BY: SCALE: AS NOTED JRS NUMBER: 207099 07201 SHEET NUMBER: C1.06 N.T.S, N.T.S. E~Chi DOMINANT FIXTLJ~E ® J~N/ T~A5 \ I \ I / ~, I/4 -I-~" TOTAL a.F., 4a~O r · @ SECTION. 61 BLOCK. 4 LOT: 01 CONSULTANTS: COIMMENTS: DATE DESCRIPTION 12/18/07 ISSUED FOR REVIEW 0'2/12/08 REVISED BUILDING 07/11/08 PER TOWN COMMENTS 8-27-08 REVISIONS & COMMENTS' REV. DATE DESCRIPTION CLIENT INFORMATION' JPMorganChase NEW BRANCH BUILDING 53~530 MAIN ROAD SOUTHOLD, NY 11971 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mlneola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: DRAWN BY. CHECKED BY' FIRST FLOOR FURNITURE PLAN ER IDATE. 12/18/07 KG SCALE' AS NOTED I JRS NUMBER: 07201 CONSULTANTS: BLOCK'4 LOT: 01 ~ OBILIN~ HEI~,NT ~.~ T/SLA~ ELEV, 53530 MAIN ROAD ~ FRONT ,E.,,I;.- E V',,5,T ION 8C,4.LE, I/4'.1 -~ ~i~ T/LO~ f~IDC~E ~ T/P~,f~5,PET ELEV. ~ T/$LAE~ ELE"/. ] ][ ]I DATE DESCRIPTION 12/18/07 ISSUED FOR REVIEW 02/12/08 REVISED BUILDING 07'/11/08 PER TOWN COMMENTS 6-27-0,~ REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENIT INFORMATION. i " JPMorganChase NEW BRANCH BUILDING 53530 MAIN ROAD SOUTHOLD, NY 11971 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mlneola, NY 11501.2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: (~) f~E,,&f~ .,E, _L, EVATION (5OUTN) DRAW~ BY: GM CHECK;ED BY' KRG 0' 5' 10' 20' 35' ..... t ,-~--~-Z,~_:.'_~ ~,',, i EXTERIOR ELEVATIONS I IJRS NUMBER: 07201 KEY PLAN' T/HIGH SECTION: 61 BLOCK: 4 LOT: 01 iLL LL T~INPO~ ~ULLION c ~ c = : 3 3 ~ / ? ' _ ......... ~ / T/SLA~ ELEV. ~ x , i~'-~. ~ ~ 1 DATE DESCRIPTION 12/18/07 ISSUED FOR REVIEW 02/12/08 REVISED BUILDING 07/11/08 PER TOWN COMMENTS 6-27-08 DESCRIPTION 3 ~ ~ ~ ~ ~ c , ~ ~ ~ CLIENT INFORMATION: ~O HEIGHT ;'-- ~ c D . ~T/O (~CK FACE) 181 ~st Jericho Turnpike, Mlneola, NY 1~01-2032 CAST STONE 30 West 24th Street, 3rd Floor, New York, ~ ~00~0 ~ T/SLA~ ELEM. TeI:212'92~°B3 r~: 2~4~72t 707 State Road, Princeton, NJ 0854~1434 EXTERIOR ELEVATIONS ~~~ 51DE ELEVATION (EAST) 0' 5' 10' 20' 35' ,, ,~,' ,)UL ~4~ SHEET NUMBER: A2.02 KEY pLAN: --SEE PW"I FOR STEEL pOLE - / / ANCHOR,, BOLT8 ', ' / 4.12' s~u~-u~ ~ASE PLATE INFO~ATfON DATE DESCRIPTION 12/18/07 ISSUED FOR REVIEW 02/12~08 REVISED BUILDING I .................... REV. DATE DESCRIPTION ¢ ¢ organChase 53530 MAIN ROAD ~ET~EEN THE NOUn5 30 W~t 24th Street, 3rd Floor, New York, NY ~0010 ~ .1 b ~'~ 5 '11" 5~OL LIST 51TE LiENTiNe DESCRIPTION COMPLIANCE ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS CONCRETE ~ASE (SEE PLAN FO~ "OF FIXTURE5 PE~ POLE) POLE= ASXETtE~BZ PHOTOMETRIC P~N iN~E ~5-195 -MN-SL -BTELA CONCRETE ~ASE (SEE PLAN ~ Fo~ ¢ OF FIXTURE5 PE~ POLE) pOLE: ASXBTIS~Z CHECKEDBY: KG SCALE: ASNOTED ~ ~ETAL HALIDE ~ ........ ,~n, [r~' COOER LI~UTIN~ ~¢~ NETAL HALIDE ~' FI~E NAME. d fl WELSH ENDIN£ERINO · LAND SURV£YINO, P.O. ,$43 MANVILL£ ROAD pLr'ASANTVILL£, N.Y. 10570 (914) 773-1701 ASPHALT STORY WOOD LEGEND S= SUMP ELEVATION · GP GUARD POST (BOLLARD) R= RIM ELEVATION o S SION I= INVERT ELEVA'TION ELEV ELEVATION ~ TSP TRAFFIC SIGNAL POLE ELEC ELECTRIC "O- UP UTIUTY POLE CLF CHAIN LINK FENCE (~) LP UOHT POLE CONC BASE CONC CONCRETE 0 DMH DRAIN MANHOLE L/S LANDSCAPED Om CB CATCH BASIN N.TIS, NOT TO SCALE O OV GAS VALVE N/F NOW OR FORMERLY [3 GM GAS METER IP_ PrOPERtY LINE O TMH TELEPHONE MANHOLE ~ TREE O EMH ELECTRIC CONtFEROUS MANHOLE O BMH SEWER MANHOLE ~ D iRRIGATION BOX TRee OECtDUOUS ~), FN HYDRANT 0 WM WATER METER -- X -- ENCE o WV WATER VALVE CURBING(TYPE) E~ TSB TRAFFIC SIGNAL BOX + 200.15 SPOT ELEVATION '////////////////. BUILDING LINE W- WATER LINE S- SEWER LINE SIDEWALK --"T- TELEPHONE LINE -- E -- ELECTRIC LINE -- D -- DRAIN LINE -- G -- OAS LINE UT UTILITY UNE Z ASPHALT Jnouthorrzed mlterobon or eddltion ~o this survey is o v~olotron of sect[on 7209, subdivision 2. of the New York Stole Educodon Low Copies of considered (o be o volid copy UF ASPHALT,.? DRIVEWAY 200.0 OF CONC SO 199.4 199.62 19750 195,88 UP 195 S5 194 go NOTES ~ I X X WOODxFENCE (NOTE: AREA SIGNED "WILDLIFE SANCTUARY") ~ ._m i 19949 200.20 X ,~] i 19~S7 ~ ASPHALT DRIVEWAY .~o? ~Oc~.(ASPHALT SAND & GRAVEL DRIVE LOP d 199.52 ~ 200 Jl 200 O~ LOP + / 2oo 2o0z~ 664.12' FENCE 1.25 i ~ ~ REMAINS OF STEEL FENCE + 200 81 + 194.91 WOODED ~ + 188.86 + WOODED 200,~s ~95,72 (NOT AREA VlLDLIFE ) 201, + 197,74 ~ s., //,/ /F SCFNErDER + 194,4~+ WOODED ,c ~1 ~ '~- ~/ 196,67 ~ 195,26 %t 193.60 ~ 192,19 ~ / / / ' ' 197.45 ~ ~ ~ ~/ + ~ ~ MAD NAL ~,,.,, WELLS ~197.04 ) ASPHALT +194.97 ~07 +195.39 195.05 ~ 19495 ~ ELFV=197.53' 197.97 ROAD 1. FIELD SURVEY WAS CONDUCTED IN 11/29 & 12/5, 2007 BY WELSH ENGINEERING & LAND SURVEYING, P,C. 2. ELEVATIONS ARE BASED UPON AN ARBITRARY DATUM. 3. THIS SURVEY IS SUBJECT TO ANY STATE OF FACTS A FULL AND CURRENT TITLE REPORT MAY REVEAL 4. INDICATED UNDERGROUND UTILITIES ARE SHOWN FROM AVAILABLE DATA, FROM FILED DRAWINGS, AND FROM SURFACE EVIDENCE. UNDERGROUND LINE LOCATIONS ARE APPROXIMATE AND ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL "CALL BEFORE YOU DIG" AT (800) 272-4480 AND HAVE ALL UTILITY LOCATIONS MARKED ON THE GROUND. 5, COUNTY TAX ~SSESSOR DESIGNATION: TOWN OF SOUTHOLD-SECTION 61, BLOCK 4, LOT 1, 6. PROPERTY UNES, BEARINGS AND NORTH ARROW ARE BASED UPON LIBER 13095, PAGE 245 RECORDED IN THE SUFFOLK COUNTY CLERK'S OFFICE. + 195,93 CONC UP BRUSH & WOODS I I DENSE BRUSH & WOODS 196.98 MONUMENT PND, >, >- >- CONC MONUMENT (BROKEN) ~UL 16 2008 0 10 20 50 ~'I~'I~ [METERS '---------- [FEET 0 20 40 60 80 GRAPHIC SCALE 1" = 20' WILLIAM d. WELSH N.Y. STATE LAND SURVEYOR LIC. # 49626 Co~l~ ~ PROJ. .... ~ ~ R551.00 lroeo e. DECEMBER 12, 2007 : d,H. MAIN ROID (N.Y.S. RT. Eft) & W~S AVENUEdOS ~53~.00 CH~ BY: W.d.W. TOWN O~ SOUT~OLD CA~ FIkE: SCAk[: ~"= 20' SUFFOLK COUNt, NEW YORK ~s3~oo~.~wo SOUND jpMorganChase PROPOSED ONE STORY SLAB ON GRADE BUILDING REGL~LATIONE OF THE BUILDING CODE OF NEI~ Y ~ - pROV1510N~ OF THIS CODE SHALL NOT BE DEEMED TO NULLIFY ANY pROVIEIONE OF LOCAL, STATE, OR FEDERAL LA~5 AND REGULATIONS. ~CONTf~AC, TOf~'O OE~LI~ATION~ ~NO f~E~PONSIEHLITIIES; L ~ONT~TO~(5) ANO TN~I~ ~5~Tl~ ~U~ONT~TO~5 AND 5~N~LIN~ ALL ~1~ M~LL~E, To~, CIT~, ~OUNT~ AND 5TAT~ INS~TION5 AND O~TA~NIN~ ALL A~OvALS/ 51~N ~5 AN~ 5~MIT T~ESE DOCUMENT~ TO T~E A~CNITECTIEN~INEE~ ~ 2. CONT~ACTO~ ~ALL CONSULT ~N~ COORDINATE ~[TH T~E ITE~5 SUBJECT TO cONTrOLLED INSPECTION= 53530 MAIN ROAD SOUTHOLD, NY 11971 TOWN OF SOUTHOLD LOCATION MAP N.T.S. PLOT PLAN SCALE= LOCATION THE FIf~ST pRESBYTERIAN CHURCH OF SOUTHOLD, HISTOf~IC SITE. SCALE:N.T.S. KEY PLAN: SECTION: 61 CONSULTANTS' BLOCK: 4 LOT: 01 GENERAL NOTES I. ALL ~o'~ SHALL BE GOVE~ED BY ~HE TE~5 AND CONDITION5 OF THE GENE~L CONDITION5 ~ THE CONTACT FO~ CONSTRUCTION AND THE ~UI~MENT5 OF ALL ~pp~opR[ATE pUbLIC AUTHORITY, ~Q~LATO~T 2. THE CONT~CTO~ 5HALL GI~ ALL NOTICE5 AND CO~PL~ ~lTH ALL LADS, o~INANCES, REGULATION5 AND ~ AN~ ~LIC A~THORIT~ ~EARIN~ ~ THE ~E~O~ANCE ~ THE ~0~ INDICATED IN THE ~ONT~CT 5. THE CONT~CTOR 5~ALL EE ~ON~I~LE FOR ~EC~RIN5 A~L NECE55AR~ ~E~ITS, A~OvALS, cONTrOLLED INSPECTIONS, A5 ~LL A5 THEI~ A550CIATE~ FEES, FOR ALL T~DES, EXCEPT ~E~ 5~ECIFIE~ AND ~ED UPON ELSE~HE~. 4. THE CON~TOR 5~ALL ~E ~5~ONSI~LE FOR AR~ING ~lTH ~UILDING MAN,EVENT FO~ ELEVATOR5 OR OTHER 5. THE CONT~CTOR 5HALL VISIT THE 51TE To ~ECOHE FAMILIAR ~[TH CONDITION5 THEREON AND TO DETE~INE EXTENT ~ ALL FACILITIES ANO SERVICE5 ~UI~D TO ~E~O~ THE ~0~ IN STRICT ACCO~ANCE ~lTH THE ~ONT~CT THE CONT~CTO~ 5HALL MAINTAIN ONE COPY ~ THE LATEST CONTACT OOCUMENT5 INCLUOIN~ AEL CHAN~E5 AT THE JO~51TE FOR THE USE ~ THE ARCHITECT. THE CONT~CTOR 5HALL ~E ~SpONSIBLE TO THE O~ER FOR THE ACT5 AND 0~1~510N5 OF ALL EMPLOYEE5 AND ALL 5UBCON~CTO~, THEIR ~ENT5 AND EMPLOYEES, AND ALL OTHER pERSON5 ANT ~ THE ~O~ FO~ THE CONT~CTO~ pROPERTY, AND ANT ~A~E 5HALL DE ~O~PTLT ~pAIREO TO THE 5ATI~ACTION OF THE O~ER AND ARCHITECT. DU~INQ THE COWER OF THE ~o~, THE CONT~ACTO~ 8~ALL ~ULA~T ~o~ ALL ~NU~ED ~ATERIAL, CLE~N, NEAT AND O~E~T TO THE 5ATI~CTION ¢ THE O~E~ AND INFILT~TIN~ A~A5 NOT INMOL~D IN THE ~ROJECT. II. ALL 5LA~ DRILLING AND C~TTING 5HALL ~E DONE AFTE~ NO~AL ~USINE55 HOUR50~ ~5 ~I~CTEO IN ~RITIN~ THE O~ER. ~LOCATION AND/OR INTErrUPTION ¢ ANT ~UILDING MTILITIE5 INCLUDINg, ~UT NOT LIMITED TO 5TEAM, CONDENSATE LINES, ELECTRICAL, PLU~N~, TELEOO~UNICATIONS, ETC., ~UST ~E COORDINATED D[TN ~UfLD[N~ ~NAGE~ENT AND ~E pE~O~ED AFTE~ NO~AL ~51NE85 HOU~, O~ A5 DI~CTED ~T THE 13. THE CONT~CTO~ 5HALL p~OMIDE ALL 5LA~ O~ENI~ TO COMPLETE THE ~ENE~L CONSTRUCTION, HVAC, 5p~IN~E~, ELECTRICAL AND ANT OTHE~ DO~ ~UI~ED ~T THE CONTACT 14. THE CONT~CTO~ 5HALL VERIFY ALL DIMENSION5 AND 51TE CONDITION5 p~IO~ TO 5U~MITTIN~ ~ID5 AND 5HALL ~pO~T ANT D[SC~PANCIE5 AND/O~ CONDITION5 ~HICH ~OULD INTE~FE~ DITH THE COMPLETION ¢ THE ~o~ TO THE A~CNITECT. COmmENCEmENT OF THE DO~ 5HALL 51GNIFT ACCEPTANCE OF ANT AN~ ALL JO~5~TE CONDITIONS. THE CONT~CTOR 5HALL ~M~lT C~T5 AND 5A~PLE5 ¢ FfNISHE5 FOR ARCHITECT'5 AppRovAL p~IO~ TO O~ERI~, FAbrICATION, OR CO~ENCE~ENT ¢ T~E ~HEN "ApprOVED E~UAL," "E~UAL TO", OR ~HE~E OTHE~ ~M~LIFTING TE~5 ~RE USED, 5U~STITUTION5 SHALL ~E EASED 5OLELT UpON THE ~VIE~ AND Ap~OVAL OF THE A~CHITECT. THE ~EN ~ PRO~ THAT A p~ODUCT SYSTEM ~EET5 OR EXCEED5 THAT ~HICH ~ SpECIfIED LIE~ ENTI~LT ON THE CONT~CTOR. THE CONT~CTO~ 5HALL ~VlE~ AND ApP~O~ ALL 8HOP ~IN~8 AND 5~ITTAL~ pRrOR TO 8UB~[551ON TO THE ~RCHITECT FO~ HI5 REVIEW, AND p~IOR TO THE CO~ENCEMENT ~ THE ~O~ ~M~ITTAL ~HALL ~E IN THE FO~ F[~ (5) COPIES ¢ ALL CUT~, ANNOTATION5 ON ANT PLAN, ELEVATION, SECTION, O~ DETAIL A~ A~L[CA~LE TO ALL pLANE, ELEVATIONS, AND DETAIL~. ~. DO NOT 5GALE D~DIN~5. USE DIMENSIONAL NOTATION~ ONLY. 2¢. ALL D~ENSION8 A~ 8hO~ TO FINISH 8U~ACE5 UNLESS OTHER~[EE NOTED. ~CIFICATION~ TA~ p~CE~ENCE OVER EXCEPT IF NOTED 25. DRE~ A NED ~A~ITION ALIGN5 DITH AN EXISTtN~ IN~RIO~ COLU~ ENCLOSURE THE OUTE~ LATE~ ¢ ~OA~ 5H~LL ~T-pA55 AND ~E LAMINATED TO THE EXISTING FINISH. ACCE55 PANELS, ELECTRICAL DE,ICES, ETC., 24. ALL NE~ p~TITION5 5HALL ~ATC~ EXISTIN~ ADJACENT pA~TITI~5 IN ~A~ TO CONSTRUCTION, ~ATE~[AL ~TING, ANO FINISH~ UNLES~ OTHE~ISE NOTE~. 25. ~HE~ EXISTING ~ALLS, FLOO~5, CEILIN~5, ETC., A~ ~HO~O, pATCH TO MATCH EXISTIN~ FINISHES, TEXTU~, AND ~WE~ MECHANICAL, ELECTRICAL O~ pLUM~ING DEVICE8 A~ ~MO~D OR INSTALLED IN EXI~TIN~~PA~T/TION~, THE CONT~CTOR 5HALL F~E AND pATCH TO MATCH ALL EXISTIN~ ADJACENT ~ATE~IALS, FINISHES ~ND FI~ ~TIN~. 21. DHE~ O~CTS, ELECTRICAL CONDUIT O~ pL~[NG pIPI~ pA55 T~O~H FLOO~, DALLS, O~ CEILINGS* CLOSE 5pACE ~ET~EN THE pIPE/DUCT AND THE CONST~CTION DITH NONCOmBUSTIbLE INSULATI~ AND pROVIDE 5N~ FIT 25. THE CONT~CTOR 5HALL pROViDE BALL AND CEfLING ACCE55 pANEL5 A8 ~UI~D ~T THE MECHANICAL, ELECTRICAL AND pLUMDIN~ ~o~ A0 DI~CTED BT THE ARCHITECT. 3~. THE ~ONT~TO~ ~H~LL ~P~I~ CLE~N ~ ~pLACE A5 ~Q~I~D ALL ~XI~TIN~ ~CCEES pAHEL~ TO ~MAIN TH~ CONTACT LIMITS A~ D~TED ~T THE A~ChIT~CT. CALLED FOR ~T ALL 32. IN THE E~NT OF DISC~pANCIE5 ~ET~EEN ARCHITECT~L AND EN~INEE~IN~ D~INGE, ThE ARCHITECT ¢ 5HALL DECIDE ~HlcH D~IN~ 5H4LL ~LE CONST~CTION ~O/o~ 5COPE OF ~0~ At_ t R:E¥1ATIONS ACC ACOEES HM HEIGHT ACT ACOUSTFCAL TrLE NP HIGH POINT ADJ ADJACENT HTG HEAT]N~ ALT ALTE~ATE ~ AI~ CONDITIONIN~ ALU~ ALUMINUM I~ I~OLATED G~OUND A~CM ARCHITECT (U~L) IN iNCH A~P AOCOUETICAL DALL pANEL [NEUL INE~LATION CD) (ION) CL CLOSET NIC NOT IN CONTACT CLG CE[L~N~ NO NU~E~ CLR CLEA~ (ANCE) NO~ NOMINAL C.J. CONTROL JOINT NT5 NOT TO ~CALE C~U CO~C~TE ~ASONRT UNIT OA o~LL CNT~ COUNTE~ OC ON CENTE~ E EAST ~D ~TO~ D~IN EA EACH 5EOT 5ECTI~ EJ. EXpANSI~ JOINT 5F 5~UARE FOOT ELEC ELECTRIC (~LP ~1~ ELEV ELEVATION ~OUND FAULT INTERRUpt ~ ~O~T WP WATE~P~O~IN~ GYP GTPSU~ HO POLLO~ A :P---..C, I41T E C, T LI L SYMBOLS EXISTIN~ TO REMAIN EXiSTIN~ TO E,E REMOVED I pROpOSED GYP. E~D. pARTITrON pROPOSED LOB HEIGHT GTP. BO. pARTITI~ EXISTING DO0~ TO f~EMAIN EXISTING DOOR[ 4 Ff~z~ME TO BE f~EMOVED pf~OpOSED DO01~ ¢ FRAME pARTITION TYPE DOOR NUMESER kUINDOLU NUME~ER KEYNOTE XXXXX ROOM NAME j ~OI[ ROOM NUMBER ~JOf~C. STATION NUMBER $ DIAMETEf~ CENTER LiNE pLATE AT _ ELEVATION NUMBER D~,~ING SHEET LETTER DI~,A[UING EI.-IEET /~ DETAIL NU~BEf~ DI~UJING SHEET LEVEL ELEVATLON ~ CEILING HEIGHT ABOVE FINISHED FLOOR 5TA~T pOINT COLU~ NUM~E~ DF ALUING LIST TS-I Al.CT TITLE SHEET AND GENER-AL NOTES ARCHITECTUre. AL SITE PLAN SITE DEMOLITION PLAN SITE, GRADING, DR. AINAGE, ALIGNMENT AND STRIPING pLAN 51TE UTILIT~ AND ~DI~5 ~A~ LANDSCAPE pLAN CIVIL DETAIL5 FIRST FLOOR FU~ITU~ PLAN EXTERIOR ELEVATION~ EXTERIO~ ELEVATION5 pHOTO~ETRIC PLAN COMMENTS: DATE, DESCRIPTION ISSUED FOR REVIEW 02/12/08 REVISED BUILDING 03/24/08 PLANNING BD. SUB. REVISIONS: REV. DATE DESCRIPTION CLIENT INFORMATION: C jPMorganChase NEW BRANCH BUILDING 53530 MAIN ROAD 8OUTHOLD, NY 11971 TOWN OF SOUTHOLD JRS ARCHITECT, P.O. 181 East Jericho Turnpike, Mineola, NY 11501-2032 30 West 24th Street, 3rd Floor, NewYork, NY 10010 707 State Road, Princeton, NJ 08540-1434 IDRAWING TITLE: DRAWN BY. CHECKED BY. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.O. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. TITLE SHEET AND GENERAL NOTES ER DATE: 12118107 KG AS NOTED IJRS NUMBER' 07201 SHEET NUMBER: TS'1 WELLS ROAD 'H~'ZONE J C) ~ N 15'4591" W &ILgS' :ZONE )( ~AINS ~ STEEL FENCE SCALE= I~- 2~.0' NOTE: GEE LANDSCAPE pLAN FOR ADDITIONAL INFO~'tATION ZONE UP LEC END NOTE: pLANNIN~ IDOA~4D MAT U,IAIV~ ALL OR A pORTION O~ THE ~=A~.INC~ P4--~L~I~-~M5NTs UJITNIN TH~ HAMLET tDtJSlNESS DISTRICT WHERE IT SHALL FIND THAT ML~NICIPAL I=A~I!KIN~ FACILITIES WITHIN 500 FEET OD THE pp.~pOSED USE WILL ADE~LIATEL¥ SERVE THE pROpOSED USE. SECTION: 61 CONSULTANTS' BLOCK. 4 LOT. 01 DATE DESCRIPTION 12/18~07 ISSUED FOR REVIEW 02112108 REVISED BUILDING 03/24/08 PLANNING BD. SUB. REV. DATE DESCRIPTION ' INFORMATION: OJPMorganChase qEW BRANCH BUILDING 53530 MAIN ROAD SOUTHOLD, NY 11971 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181East Jericho Turnpike, Mlneola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Read, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED ARCHITECTURAL SITE PLAN CHECKED BY, KG SCALE: AS NOTED IFILE NAME. 07201 -SK3.DWG 07201 lUMBER: AS-1 DEMOLITION PLAN NOTES: I. REFER TO SITE PLAN FOR ADDITIONAL INFORMATION CONCERNING CURRENT AND PROPOSED IMPROVEMENTS, DC. 2. THE CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT ALONG THE DESIGNATED UNE WITH A STRAIGHT VERTICAL EDGE FREE FROM iRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. 5. THE CONTRACTOR SHALL ENSURE THAT ALL EXISTING ASBESTOS CONTAINING MATERIALS ARE REMOVED FROM SUBJECT PREMISES PRIOR TO REMOVAL ACTIVITIES, AND PERFORM ALL AGENCY NOTIRCATIONS AS REQUIRED, 4. EXCAVATION SHALL BE PROPERLY BACNFILLED WiTH CLEAN, SUITABLE MATERIAL. 5, REMOVAL INCLUDES, BUT IS NOT LIMITED TO, ALL FLOOR SLABS, FOUNDATION WALLS, CURBING, PAVEMENT, FOOTINGS AND UNDERGROUND PIPING. EXISTING FOUNDATIONS SHALL BE REMOVED FROM THE SITE, QUESTIONABLE ITEMS ENCOUNTERED (ABOVE AND/OR BELOW GRADE) SHALL BE BROUGHT TO THE ATFENTION DF THE ARCHITECT OF RECORD IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE. B. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO BUILDINGS, CONTRACTOR SNALL BE RESPONSIBLE FOR TAKING THE APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABLllY OF FOUNDATIONS / STRUCTURES / WALLS SIDEWALKS AND PAVEMENT TO REMAIN, AND PROVIDE A SAFE WORK AREA. 7. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC DURING REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL, ACCESS, SAFELY PROVISIONS WITHIN R.O.W. (I.E HANDICAP RAMPS, PEDESTRIAN CROSSWALKS, SIDEWALKS, PAVEMENT STRIP~NG, ETC,) SHALL BE THE CONTRACTORS RESPONSIBILBY TO DETERMINE APPROPRIATENESS FOR REMOVAL ACTIVITIES AND PROVIDE TEMPORARY MEASURES TO PROTECT AND PROVIDE SAFETY TO THE PUBLIC UNTIL PERMANENT COMPONENTS/REPLACEMENTS CAN BE INSTALLED. 8. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE ' SAFETY OF ITS EMPLOYEES, THE GENERAL PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC R.O.W.'S, ETC, DURING ALL CONSTRUCTION AND REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. THE OWNER, ARCHITECT AND ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTORS SAFETY PROGRAMS AND PROCEDURES IN CONNECTION WITH THE WORK. 9. THE CONTRACTOR SHALL INSTALL A TEMPORARY PROTECTIVE FENCE IN ACCORDANCE WITH NYS INDUSTRIAL CODE PART 25 AT LOCATIONS WHERE HAZARDOUS CONDITIONS EXIST AS A RESULT OF REMOVAL ACTIVITIES. Z N 15%5'11" W DR~EWAY DRIVEWAY HYDRANT STA 113 --NAIL IN CONC ELEV=199.05' PRUNE EXISllNG B~ SYOAUORE AND ~ HONEYLOCUST IN STANDARD NURSERYMANS AS DIRECTED BY LANDSCAPE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCA~ON, SIZE, ~PE, AND DEPTH OF UTILITIES, PIPING, DRYWELLS, ETO, PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MUST CONTACT THE APPROPRIATE LOCAL "ONE CALL" SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEEN THE RELD LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ARCHITECT IN WRITING IMMEDIATELY, THE CONTRACTOR IS ADVISED THAT UTILITY INFORMATION SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE AND ACCESSIBLE IN THE FIELD, AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED ACCORDINGLY, THE CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY COMPANIES PRIOR TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUOH FACILITIES DISTURBED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE. 11. EXCAVATE ALL ASPHALT AND OTHER DELETERIOUS SUBSURFACE MATERIALS AS DIRECTED BY ON-SITE ENGINEER, COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL OF STRUCTURES, BASEMENTS, AND FOUNDATIONS WiTH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MATTER. STONES USED WILL NOT BE LARGER THAN 6 INCHES IN DIMENSION, PRIOR TO PLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE THAT AREAS TO BE RLLED ARE FREE OF STANDING WATER, FROST, FROZEN MATERIAL, TRASH, DEBRIS, PLACE FILL MATERIALS HORIZONTAL LAYERS NOT EXCEEDING 6 iNCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% OPTIMUM DENSITY, GRADE THE SURFACE TO MEET ADJACDJ~" CONTOURS AND TO PROVIDE SURFACE DRAINAGE, 12, THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT ANY EXISTING FIRE HYDRANTS DURING CONSTRUCTION. ANY FIRE HYDRANT SHALL REMAIN OPERATIONAL AND ACCESSIBLE AT ALL TIMES, 15. RELOCATION AND/OR REMOVAL OF ANY EXISTING, TRAFFIC SIGNS, ETC. SHALL BE COORDINATED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THEIR PRESENCE. 1¢, THE CONTRACTOR SHALL REPAIR/REPLACE ANY EXistING FENCE DAMAGED DURING CONSTRUCTION AT HIS OWN EXPENSE. ASPHALT LIMITS OF CLEARING WELLS ='""""'"~ AR EA TO REMAIN WOODED AVENUE OVERALL SITE PLAN SCALE; 1"=60' 1 STORY WOOD FRAME 20005 · · MEET F_XISllNG PAV~ENT 664,12' 671.78' DEMOLITION NOTES: 1. CONTRACTOR SHALL APPLY FOR AND PAY ALL PERMIT FEES TO ANY AGENCY AS REQUIRED FOR UTILR~' DISCONNECTIONS 2. MAINTAIN AND PROTECT EXISTING DRAINAGE PIPES AS SHOW ON PLAN, ALL DAMAGE SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE, 02 06 EROSION CONTROL NOTER' 1, ALL EROSION AND SEDIMENT CONTROL METHODS AND MATERIALS SHALL CONFORM TO HC LATEST SUFFOLK COUNTY'S BEST MANAGEMENT PLAN FOR EROSION ARC SEDIMENT CONTROL FOR CONSTRUDTiON RELATED ACTIVfflES, 2, THE GONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLIND AND MAINTAINING ALL DEVICES THROUGHOUT THE LIFE OF THE CONSTRUCTION ACTIVITY OR AS DIRECTED BY ARCHITECT. STABILIZE ENTIRE PILE WiTH VEBETATrON OR COVE~.~,,~ rNSTALLATION NOTES: 1. AREA CHOSEN FOR STOCKPILING 'OPERA'dONS SHALL BE DRY AND STABLE. 2, MAXIMUM SLOPE OF STOCKPILES SHALL BE 2:1. 5. UPON COMPLETION OF SOIL STOCKPILING EACN PILE SHALL BE SURROUNDED WITH EITHER SILT FENCINg OR HAY BALES, THEN STABILIZED WITH VEGETATION ON COVERED. 4. SEE SILT FENCE DETAIL FOR iNSTALLATION OF SILT FENCE. SOIL STOCKPILING N.T,S, . 5DI MIN, -- EXISTING 6" MIN,~ STONE ~' I PAVEMENT EXISTING /~ MOUNTABLE BERM GROUND J CLOTH PROFILE (OPTIONAL) EXISTING 50' BIN, 12' EXISTING PAVEMENT PLAN W_EW STABILIZED CONSTRUCTION ENTRANCF N.T.S. .STABILIZED CONSTRUCTION SPECIFICATIONg 1. STONE SfZE - USE 2" STONE, OB RECLAIMED OR RECYCLED CONCRETE EQUIVALENT, 2, LENG~ - NOT LESS THAN 5D FEET (EXCEPT ON A SINGLE RESrDENCE LOT WHERE A ~0 FOOT MINIMUM LENG~ WOULD APPLY). ~. THICKNESS - NOT LESS THAN SIX (6) INCHES. &. WIDTH - ~ELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. ~NEN~Y-FOUR (24.) FOOT IF SINGLE ENTRANCE TO SITE. 5. FILTER CLOTH - WiLL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF' PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WiLL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WiLL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RiGHTS-OF-WAY, ALL SEDIMENT SPILLED. DROPPED, WASHED OR THACTED ONTO PUBUC RLOHTS-OF-WAY MUST BE REMOVED iMMEDiATELY. B. WHEN WASHlIJ40 is REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH BRAINS INTO AN APPROV(D SEDIMENT TRAPPINO DEVICE. 9. PERIO01C INSPECTION AND NEEDED MAINTENANCE SNALL BE PROVIDED AFTER EACH RAIN. KEY PLAN: ...... ;' F, MAR 2 8 2008 BEC BLOCK: BLOCK CONSULTANTS; LOT: LOT WOVEN WIDE FENCE (MIN, 1~ 1/2 ~AUGE W/ MAX. 6' MESH _PERSPECllVE VIEW MIN. FENCE POST M~N, LENGTH FENCE POSiS DR~EN MIN. 16" INTO GROUND. OF FILTER 16" MIN. MIN SILT FENCE _CONSTRUCTION SPECIFICATIONR 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WfRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "1" OR "U" ~PE OR HARDWOOD. 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TiES SPACED EVERY 24-" AT TOP AND MID SECTION. FENOE SHALL BE WOVEN WIRE, 12 1/2 gAUBE, 8" MAXIMUM MESH OPENING. S. WHEN ~WO SECTIONS OF FILTER CLOTH ADJOIN BACH OTHER THEY SHALL DE OVER-LAPPED BY SIN fNCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MJBAF1 lOOX, STABfLINKA T14ON, OR APPROVED EQUIVALENT, 4. PREFABRICATED UNffS SHALL BE REOEAB, ENVIROFENCE, OR APPROVED EQUWALENT. WOVEN WIRE FENCE (MIN. I4I 7 -- 1/2 BADGE W/ MAX. 8" MESH 5 MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN SPACING) WITH RLTER CLOTH- "RULGES" DEVELOP rN THE SiLT FENCE. ~ ~ UNDISTURBED GROUND SILT FENCE 2"XA" WOOD FRAME -,... CONSTRUCTION SPECIFICATIONS FILTER FABRIC SHALL HAVE AN EOB OF AO-BS. BURLAP MAY BE USED FOR SHORT TERM APPUCATIONS. ASPHALT DRIVEWAY~ ~ ~ 19a,~7 ~ (ASPHALT ENDS) EOP 200.04 ] ~99~ ~ ~ I ~ EO~ ~9742 ~ ~OHE ~0~9 l~ 7-' OME ~ 198.5~ ,ST'EEL FENCE REMOVEJ~(IS~NG STEEL FENCE ~,/' ~"'--AREA TO REMAIN WOODED~ · 200.13 ~WCUT AND ME~ ~I~NG PAVEM~T .'~ ~CL~N ~RST 50' 0F ~ISqN8 WOODS TO GE .' + ~.5~ ,q%' ..' . F LTER FABRIC INLET WiTH GATE BURIED FABRIC I II DROP INLET PROTECTION 2. CLff F,~BRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS IF JOINTS ARE NEEDED THEV' WILL BE OVERLAPPED TO THE NEXT STAKE, ~. STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT, METAL WITH A MINIMUM LENGTH OF 3 FEET. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP, SPANS GREATER THAN B FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT, 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6. A 2" x 4." WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY, blAXiMUM DRAINAGE AREA 1 ACRE COMMENTS: DATE DESCRIPTION 02/28/08 ,03/24/08 BLDG DEPT SUB PLANNING MD, SUB REVISIONS & COMMENTS: REV. DATE DESCRIPTION ~.~-- RI~IOVE EXISTING TREES, SHRUBS, ~IUMPS AND UNDERGROWTH INCLUDING ALL OR~A~NIC MATTER iq, 15 ,$5 11, W ~ - '"~i~'/ _. . -~ _ -- _ ~ ..... ~ , . 28' FEW GRAVELS ~.. .~' ~ ¢9976 ,, - ....... ~ ..... ¢. ' _¢ . t~ I-- r--- + 192.51 / .. -' -- ~ - ~ 1B918 ~ WATER NOT ENCOUNTERED ..... ---' - ................. ¢- ..... .... -'- ' ', ', -'- ---- + ------- SOIL BORING NO.' B1 /~L ~--~ ...... =~-~= ........... -- ~ -- ~ ~ ....... = N .... , ' - - ~ ........................ - - - - -' N.T.S. ~WC~ AND~ U~ EXIS~N~ PAV~E~" .' ' ' ' ~' ' ~ / t ' ' ,,d980' '' 196.80WLLL . ,AVENUE ' ,~ m 19315 L 1193'i~ r 195,63~ ' q 197.~ DRIV~iAY MUNICIPAL TESTING LABORATORY, INC, I / +-~- - ~- 102 NEW SOUTH ROAD, o .' -'" HICKSVILLE NEW YORK, 11801 ,,o ./ ~ ~..' STA 15 ~\~N . (516) 958-5107 m / - .- . EL~-lD&O DATE OF BORING 01/15/08 CLIENTINFORMATION: / ' ' " " " -' 'PMorganChase ¢ ~ - . ' ~ - .. DARK BROWN SIL~ SAND, SOME ORSANICS m /SID~A~ AND ~PS 2o~ 46 .. - ~9~.13 - ' OF CONC, SiDEWALK/STEPS OMO -.~ -- + , ,' / 9701, , ' -' ,,-' ,%~192.19 ...-' ,' F~ G~VELS ' ~ m8'55.-" e ~ --- .. _.- .. ' / -' ' 'C--- WOODED '- ~/ '' . .' - .-'' . ' · F~ G~VELS ~ . . UOHT BROWN MEDIUM TO COARSE SAND, 20~5 .~~1,17 '- +, , ' ' ' __ JRS ARCHITECT, P.C. ,--201---, _- ~ ~ ~ .~ot~ ~ '.. - 200.2~11 / - '~ AREA' TO REMAIN ~ WOODED '' ' ' / / '~ ' ~ + m8.82 F~LIGHTGRAVELsBROWN MEDIUM TO COARSE SAND, Ill 181 East Jericho Turnpike, Mineola, NY 1/501-2032 x . - ' ~. ¢~/O0~ED ~ ' ' ' ' 30 West 24th Street 3rd Floor ~ / . .. j... ..' . / / ~ .- 25' LIGHT BROWN COARSE SAND NewYork NYiOO&O REMOVE EXISTING TREE f 95,85 194,90 196.0'$ CONCRETE MONUMENT FND. 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRIJMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C, ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: SITE DEMOLITION PLAN DRAWN BY: DATE: 12/1D/07 CHECKED BY: SCALE: AS NOTED FILE NAME, 2D7099 Demolition ~ EXISTING mEE TO REl&AIN S;ITE GRADINGscALE:ANDi,,=2o,DRAINAGE PLAN [,Rs NUMBER: 20709907201 SHEET NUMBER: C1.O1 DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY BYDRANT ASPHALT ASPHALT I STONY WOOD FRAME X ,, ,, ,, ,, ,, ,, .WOpD FNCS m 20' LANE ARROWS EOP WHITE DESIGNATION STRIPING -- WHITE LANE ARROWS BRICK WALL S 15'55'50" E R=25' R=25' 12' fWHITETRAVEUNG LANE STRIPING i=25' 11' PROPOSED BANK 5,780 s.r. F.F. EL. 199.60 '8' ACCESSIBLE PARKING SYMBOL OYP. OF 2) 12' 9~ R=3' R=6, q 4" WHffE PARKING STALL STRIPING N 15'¢5'1f' W 24' 24' R=3' ASPHALT DRIVEWAY EOP R=25 ~X'--AREA TO REMAIN WOODBD~ PARKING (4) R=6' -/ ~/,~ LANDBANKED PARKING (14)j WOODED AREA TO REMAIN WOODED~ WOODED CONCRETE MONUMENT FND. 25' WELLS DRIVEWAY SITE ALIGNMENT AND R=10' ASPHALT AVENUE ~ DRIVEWAY ~-- STRIPING PLAN SCALE: 1"=20' PARKING CALCULATIONS PARKING REQUIRED; BANK: 1 STALL PER 100 S,F, G.F.A, 3,780 S,F, / 100 S.F. / STALL = 57,8 STALLS TOTAL STALLS REQUIRED = ~8 STALLS PARKING PROVIDED: STALLS (STANDARD) = 17 STALLS REQUIRED A,D,A STALLS IRESERVED) = 2 STALLS LANDBANKED STALLS = 20 STALLS TOTAL STILLS PROVIDED = 39 STALLS 1 STORY WOOD FRAME 197.7] 2O CB, 1 ..,,1 LB.1 CONCRETE SIDB~ALK EOR DC: 198.44 TC: 199.40 BC: 198.90 198.90 198.40 /50" E PROPOSe CONO~ETE TC: ~'99.95 199,45 TO'. 199.44 + BC: .... %00 ASPHALT DRIVEWAY PROPOSED BUILDING CANOPY CONCRDE CURB PROPSED CONCRETE D~IVEWAY APRON WITH DROP CURB202,15 PROPOSED BANt( 3,780 S.F. F.F. EL. 199.60 PROPOSED CONCRETE CURB-~ CONCRETE SIDEWALK INSTALL SIDEWALK R~MP----~ PROPOSED 8" C.P.iP._~% ROOF DRAIN (TYP.) DRAINAGE TC: 198.16 29~3 + N 199.18 198.68 ' EXISTING PAVEMENT TO: 198.88 198.38 ~ BC~ 2{)0.11 " 198.80 ,%~ DC: 198.30 CONCRE~ PAD + '-,TC: lOg. D0 TC: 198.80 DC: 198.50 BO: 198.30 TC: 198,40 TC: DC: 1~7.50 200,89 ~ LB.4 \ '-m OPOSED CONC CURB TC: 197,92 TC: 197.16 DC: ~-, 91/ .-Td: 197.06 i~9 76 +BO'. 197.17 - .... ~ 199 ~B' CONCRETE DUMPSTER PAD, SEE DETAILS ~¢/2"' ~"~-AREA TO REMAIN WOODED~ O0 15 UMIT ' WOODED 19808 WOODED 109,42 199,62 , - ' PROPOSEO ~CONCRETE CURB CONCRETE MONUMENT FND. 198,68 WELLS ASPHALT i 195.85 19~,90 + 196 04 I 19316 SITE GRADING AND DRAINAGE PLAN SCALE: 1"=20' (ASI LEGEND DESIGNATION DESCRIPTION AVE AVENUE 8C BOT-OM OF CURB BLVD BOULEVARD CB CATCH BASIN CLF CHAIN LINK FENCE COEFF COEFFICIENT CPP CORRUGATED POLYETHYLENE PIPE CONC CONCRETE DEP'T, DEPARTMENT ¢ O~R DIA. DIAMETER D DRAINAGE DMH DRAINAGE MANHOLE DC DROP CURD E EAST EFF. EFFECTIVE EL. OR ELEV. ELEVATION ELEC ELECTRIC EMH ELECTRIC MAHNOLE EX. EXISTING F.F. EL. FIRST FLOOR ELEVATION ET, FEET O~R FOOT GA GAUGE GV GAS VALVE GC GENERAL CONTRACTOR HP HIGHPOINT HYD HYDRANT INFO. INFORMATION INV. INVERT LB LEACHING BASIN LP LEACHING POOL L.P. LOW POINT MAX, MAXIMUM MIN, MINIMUM M.H, MANHOLE N NORTH NA NOT APPLICABLE NO. NUMBER NTS NOT TO SCALE NYS NEW YORK STATE NYSDOT NEW YORK STATE DEPARTMENT OF TRANSPORTATION OC ON CENTER OD OUTSIDE DIAMETER ODE OVERHEAD ELECTRIC PC POINT OF CURVATURE PRC POrNT OF REVERSE CURVATURE PT POINT OF TANGENT PVC POLY VINYL CHLORIDE PSI POUNDS PER SQUARE INCH R RADIUS RCP REINFORCED CONCRETE PIPE RET RETAINING RD, ROAD REQ'D REQUIRED RTE ROUTE SMH SANITARY MANHOLE S SOUTH OR SANITARY SF SQUARE FEET ST. STREET TMH TELEPHONE '¢ANHOLE TSB TRAFFIC SIBNAL BOX TC TOP OF CURB ~P TYPICAL VOL VOLUME WU WATER METER WV WATER VALVE W WEST LOCATION MAP N.T,S. PROPERTY INFORMATION SUFFOLK COUNTY TAX MAP NUMBER: SECTION: 61 BLOCK' 4 LOT: 1 ADDRESS: OWNER' APPLICANT; MUNICIRALIP': BUILDING USE: ZONING DrSTRICT: LOT SIZE: FLOOR AREA: 55550 MAIN ROAD (N.Y.S. RT. 25) SOUTHOLD, N,Y. 11952 BARKOFF PROPERTIES, LLC. 375 SOUTHEND AVE. APT. IOE NEW YORK, N,Y, 10280 IRS ARCHITECT, P.C, JOHN SORRENTI 181 EAST JERICHO TPK, MINEOLA, NY 11501 2052 TOWN OF SOUTHOLD HANK HB - HAMLET BUSINESS 99,209 SF / 2.278 ACRES 3,780 S.F. SETBACKS: FRONT: 15' REQ, 15' PROVIDED SIDE: 10'/25' REQ. 15'/47' PROVIDED REAR: 25' REQ, 580' PROVIDED ITEM TOTAL LOT AREA BUILDING AREA (FOOTPRINT) PAVEMENT AREA LANDSCAPING AREA LEGEND SYMBOL DESCRIPTIION EXISTING PROPOSED PROPER~ LINE CONTOUR LINE -- - 200 "200' BUILDING BUILDING OVERHANG BLOCK WALL CURB (ALL TYP[ES) PAVEMENT STRIPE EDGE OF CONCRETE PAVEMENT SAWCUT .......... GAS MAIN G C TELEPHONE LINE OVERHEAD ELECL LINE -OHE ELECTRIC LINE E WATER MAIN W W SANITARY LINE PARKING STALL QUANTllY SPOT ELEVATIONJ +~oooo 200.OOx WATER METER WATER VALVE UTILITY POLE -O- BUY WIRE e-- LIGHT POLE FIRE HYDRANT ~C~ SIGN J~- .~. TREE CATCH BASIN r~ LEACHINB BASIN BANITARY 8TRUD:TUREB AMOUNT (SF 99,209 100% 3,780 3.818 15,744 15.878 791685 80,32~ GENERAL NOTES 1. ALL WORK TO CONFORM TO THE LATEST PLANNING BOARD SPECIFICATIONS AND STANDARDS 2, TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL CONSTRUCTION. 3 CONTACT THE ENGINEERINB INSPECTOR AT LEAST 24 HOURS PRIOR TO START OF ANY WORK. WORK PERFORMED WITHOUT INSPECTION SHALL BE CERTIFIED TO THE ENGINEER'S SATISFACTrON AT APPLICANT'S EXPENSE. 4. ALL LANDSCAPED AREAS IN ACCORDANCE WITH TOWN SPECIFICATIONS. 5. ALL CONSTRUCTION SHOULD CONFORM TO THE REQUIREMENTS OF THE STATE UNIFORM FIRE PREVENTION & BUILD[NB CODE. 6, ALL CONCRETE TO BE A MINIMUM OF 4000 P.S,/., 2B-DAY STRENGTH. 7, ALL LEACHING BASINS SHALL DE CLEANED OF ALL SILT AND DEBRIS AFTER CONSTRUCTION IS COMPLETED. B. COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS, ALL UTILITIES TO BE INSTALLED/RELOCATEB BELOW BRABE. 9, DAMAGED OR BROKEN CURD MUST BE REPAIRED PRIOR TO THE iNSTALLATiON OF NEW SIDEWALK. 10. OBTAIN A TOWN DPW ROAD OPENING PERMIT 11. LOCATION ANO GRADES FOR ALL CURBS AND WALKS TO BE VERIFIED WITH THE TOWN OF SOUTHOLD HIGHWAY DEPARTMENT, S.C.D.P,W, OR N.Y,S.D.O.T. PRIOR TO CONSTRUCTION. 12. ALL TRAFFIC CONTROL DEVICES, ID. SIGNALS, SIGNS, ANO PAVEMENT MARKINGS SHALL BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES OF FHE N,Y,S. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS DIRECTED BY THE TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFETY. qB. THE CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL DEVICES LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE TOWN OE SOUTHOLD, DIVISION OF TRAFFIC SAFETY, 48 FLOURS IN ADVANCE OF BEGINNING SUCH WORN ALONG A TOWN ROAD, 14. ALL PAVEMENT MARKINGS REQUIRED EXCEPT PARKING STALLS SHALL BE THERMOPLASTIC (SUFFOLK COUN]~' SPECIFICATIONS) UNLESS OTHERWISE NOTED ON PLAN, 15, STOP LINE SIGHT DBTANOE SHALL BE MAINTAINED AT ALL INTERSECTION IN ACCORDANCE WITH AASHTO REQUIREMENTS, SURVEY NOTES 1. FIELD SURVEY WAS CONDUCTED IN 11/29 & 12/5, 2007 DY WELSH ENGINEERING & LAND SURVEYING, P,C, 2. ELEVATIONS ARE BASED UPON AN ARBITRARY DATUM. 3, THIS SURVEY IS SUBJECT TO ANY STATE OF FACTS A FULL AND CURRENT TITLE REPORT MAY REVEAL, 4. INDICATED UNDERGROUND UTILITIES ARE SHOWN FROM AVAILABLE DATA, FROM FILED DRAWINGS, AND FROM SURFACE EVIDENCE. UNDERGROUND LINE LOCATIONS ARE APPROXIMATE AND ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN, PRIOR TO CONSTRUCTION TBE CONTRACTOR SHALL CALL "CALL BEFORE YOU DIG" AT (800) 272-4480 AND HAVE ALL UTILliY LOCATIONS MARKED ON TNE GROUND. 5. COUNTY TAX ASSESSOR DESIGNATION: TOWN OF SOUTHOLD SECTION 61, BLOCK 4, LOT 1. 6, PROPER~v LINES, BEARINGS AND NORTH ARROW ARE BASED UPON LIBER 150951 PAGE 245 RECORDED IN THE SUFFOLK COUN~¢ CLERK'S OFFICE. DRAINAGE CALCULATIONS: AREA #1 PAVED AREA: ROOF AREA', CRASS AREA: TOTAL AREA; PROVIDE: AREA ~2 PAVED AREA: GRASS AREA: TOTAL AREA: PROVIDE: AREA ~3 PAVED AREA: GRASS AREA: CONG. AREA: TOTAL AREA: PROVIDE: AREA #4 CONC. AREA' ROOF AREA: BRASS AREA: TOTAL AREA' PROVIDE: 3,055 S.F. x 3/12 x 1.0 = 764 CF 2,317 S.F, x 3/12 x 1,0 = 580 CF 975 S.F. x 3/12 x 0.50 73 CF 1,417 CF/68,4 CF/VF (10'¢ POOL)- 20.7 VF REQ'D 2 - 10'¢ POOLS X 11' EFR OEPTH = 22 VF 8,212 S.F. x 3/12 x 1.0 = 2,053 CF 5,732 S.F, x 3/12 x 0,50 - 280 CF 2,353 CF/68.4 CE/VF (10'¢ POOL)- B4,1 VF REQ'D 5 - 10'¢ POOLS X 12' EFF. DEPTH = 56 VF 4,477 S.F, x 3/12 x 1.0 1,119 CF 1,424 S,F, x 3/12 x 0.30 = 107 CF 374 S.F. × 5/12 x 1,0 - 94 CF 1,320 CF/68.4 CF/VF (10'¢ PO0O= 19,5 VF REQ'D 2 - 10'¢ POOLS X 10' EFF. DEPTH = 20 VF 768 S.F. x 3/12 x 1.0 = 192 CF 1,890 S F, x 3/12 x 1.0 = 473 CF 5,091 S.F. x 3/12 x 0.50 - 3B2 CF 1,047 CF/68.4 CF/VF (10'¢ POOO= 15.3 YE REQ'D 2 - 10'¢ POOLS X lO' EFF. DEPTH = 20 VF DRAINAGE TABLE LOCATION RIM OR INV. I~.'~. INLET DESCRIPTION BASIN NO. NORq'HING EASTINC CRATE EL. L~ TYPE CB.1 197.42 194.42 CURB CB.2 197.42 194.52 CURB CB.3 196.00 193.00 CURB CB.4 195.78 192.90 CURB CB,5 196,56 192.90 CURB LB.1 197.90 11 CURB LB.2 198.40 11 CURB CONNECT TO ROOF DRAINS LB.3 197.68 192.80 12 CURB LB.4 197.1q 192.90 12 CURB LB.5 196.50 192.80 12 CURB LB,6 196,77 192.80 10 CURB LB 7 197.00 192.70 10 CURB LB 8 198.20 195.10 10 FIELD LB,9 198,50 195.20 10 FIELD CONNECT TO ROOF DRAINS DRAINAGE NOTES: 1, ALL DRAINAGE PIPE TO BE 12" C,P.P, UNLESS NOTED OTHERWISE 2. ALL ROOF PIPE TO BE 8" C.P.P. UNLESS NOTED OTHERWISE 3. RIM ELEVATIONS ARE TO THE CENTER OF THE RECTANGULAR FRAME AND GRATE AT THE FACE OF THE CURB-INLET, SET FRAME AND GRATE AT THE SLOPE OF TNE PARKING LOT. KEY PLAN: SECTION: SEC BLOCK: BLOCK LOT: LOT CONSULTANTS: ISAVIK& MURRAY, LLP CONSULTING ENGINEERS II COMMENTS: DATE DESCRIPTION 02/28/08 BLDG DEPT SUB 03/24/08 PLANNING BD. SUB REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: i ' JPMorganChase NEW BRANCH BUILDING 53530 MAIN ROAD SOUTHOLD, NY 11971 TOWN OF SOUTHOLD IRS ARCHITECT, P.C. 181 East Jericho Turnpike, Ulneola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P,C, ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED, JD RAWl;IeT] lEaL% RADI N G, DRAINAGE, AL GNMENT AND STRIPING PLAN DATE: 12/18/D7 SCALE: AS NOTED I JRS NUMBER: 207099 I 07201 SHEET NUMBER: C1.02 500' RADIUS MAP SCALE: 1"=200' W. ME~HANIO S£ 61-3-7 6~-~-8.5 TAX MAP NO ADDRESS OWNER FHU LLC 620 TRAVELER ST. 2315 PINE TREE RD. 61-1-13.1 SOUTHOLD, NY 11971 P.0, BOX 1295 CUTCHODUE, NY 11935 FLEET RANK OF NY NAT'L ASSOC. 53300 ROUTE 25 61-3-7 SOUTHOLD, NY 11971 C/O BANK OF AMERICA 101 N, TRYON ST. CHARLOTTE, NY 28255 CAOLIUSO, JOSEPH 550 WELLS AVE. CAGLIUSO, ROSEWARIE 61-3-B.1 SOUTHDLD, NY 11971 550 WELLS AVE. P.O, BOX 1B2B SOUTHOLD, NY 11971 CEMETERY OF FIRST CHURCH 52729 ROUTE 25 ROUTE 25 61-3-8.5 SOUTHOLD, NY 11971 P.O. BOX 787 SOUTHOLD, NY 11971 BARKOFF PROPERTIES, LLC. 53530 ROUTE 25 375 SOUTHEND AVE, 61-4-1 SOUTHOLD, NY 11971 APT. IOE NEW YORK, NY 10280 53559 ROUTE 25 BRIDGE, EDNA 61-4-2 SOUTHOLD, NY 11971 2520 RAYSHORE RD. GREENPORT, NY SCHILLER, GRETA 625 PRIVATE ROAD WEISS, ANDREA 61-4-19 SOUTHOLD, NY 11971 P.O. BOX 795 SOUTHOLD, NY 11971 BRONZE LOCKING DEVICE W/ KEY WRENCH A 1-1/2" LETTERS I ADJUST CAST INTO TOP OF FRAME - 7-1/8'__' __~ 3/¢7 ~,, A PENETRATING PICK HOLES 1BO' APART CAST DATE IN UNDERSIDE OF COVER 28-3/¢ 27-1/2" 27-1/6" 2¢ 25-3/¢' 24"I · - 5-1/8" 26-3/~" SECTION A-A COVER DETAIL N.T,S. PLAN FrNISHED SOLID RINDS AS REQUIRED TO BRING SEPTIC TANK TO GRADE AS PER S,C.D.H.S. INLEF MIN 4" DIA CLASS 2400 PIPE OR EQUIVALENT PITCHED 1/4"-1' " IRON FRAME AND LOCKING COVER TO GRADE 3UTLET MINIMUM TRAFFIC BEARING SLAB 4-" DIA. CLASS 2400 PIPE OR EQUIVALENT PITCHED 1/8"-1' SECTION S.C.D.H.S. 1,200 GALLON SEPTIC TANK N,T,S. KEY PLAN: SECTION: SEC CONSULTANTS: BLOCK: BLOCK LOT: LOT ISAVIK& MURRAY, LLP1 CONSULTING ENGINEERS ti DRIVEWAY DRIV~IAY ASPHALT 1 STORY WOOD FRAME 3 ~S SERVICE PROPOSED BAN-K-2°2- 3,780 S.F, F.F. EL. 199.60 PROPOSED RAN~ARY SYST,~I. SEE PROFILES FOR PIPE AND SI~UCTURE SIZES, ~ROPOSED WATER SERVICE PROPOSED 8'¢ X 4"*,,EFF. DEPTH SEPTIC TANK %. ' ASPHAL1 DRIVEWAY EOR LP ..q?/ ", PROPOSED~LEACHING ~ ~s,, OYP.~---, ? .. q N, I5'45'11 -- '- , / ~,~On. . ~. ~ ............... ....... 199 .... 25' ~ - ......... _ _ - ~ ....... _ ---t97 .' / ASPHALT .-' WELLS ~ N~ DRIVE~AY L OONORETE BONUBENT FND. EXISllNO CONTOURs/' PROPOSED ~CONTOUR / ~' LP ,-FUTURE EXPANSION POOL PROPOSE~D)B~ x 6' EFT. DEPTH LEACHING POOL [ .-~. ',AVENUE ~," NN'-AREA TO REMAIN WOODED~ WOODED ...... 194 ..... ' -195 SITE UTILITY PLAN SCALE: 1"=20' PROPOSED BANK PROPOSED BUrLDINC INV. 196,50 15 LF @ 2.00% 4"¢ PVC SDR 35 LEACHING POOL] INV I~N: 19§.20 INV IN: 195.B01 QUT: 195.70 DIA: 8' J 8' 10 LF @ 1.100% 4"¢ PVC SD~R 35 SANITARY SYSTEM PROFILF GRADE ~NLET NqN. 4" DU~ CAST IRON FRAME AND LOCKING COVER GRADE PRECAST TRAFFIC BEARrNG TOP SLAB SANITARY RINGS (~P) MATERIAL TO CONSIST OF COARSE RAND AND GRAVEL 2' MIN, ABOVE GROUNDWATER MATERIAL TO BE CLEAN RAND & 6' MIN. PENETRATION INTO VIRGIN STRATA OF SAND & GRAVEL S.C.D.H.S. SANITARY LEACHING POOL DETAIl N,T,S. SITE DATA S.C.T.M.# 1000 - 61 - 4 - 1 SiTE AREA: 2.278 ACRES / 99,209 S.F. TOTAL BUILDiNO AREA: 3,780 S.F. NO WELLS WITHIN 150' OF PROPERLY ALLOWABLE SANITAR' GROUNDWATER MANAGEMENT ZONE: IV ALLOWABLE FLOW FOR SITE: 600 QPD/ACRE (900 OPD/ACRE) X (2.278 ACRES) = 1,366.8 GPD ALLOWABLE FLOW FOR PROPOSED BUILDING: BUILDING USE: BANK 3,7B0 S.F. OFFICE X 0.06 GPD/SF = 227 GAL. SEWAGE DISPOSAL SYSTEM DESIGN PROPOSES SYSTEM SEPTIC TANK: REQUIRED: 227 OPD X 2 DAYS = 454 GPO PROVIDED: (1) 8'¢ X 4' EFFECTIVE DEPTH = 1,200 GPD LEACHINO POOLS: REQUIRED: 227 OPD/1.5 GPD/SF : 152 SF PROVIDED: (2) 8'¢ X 6' EFFECTIVE DEPTH = 300 SF FUTURE: (1) 8'¢ X 6' EFFECTIVE DEPTH = 150 SF FLOW COMMENTS: DATE DESCRIPTION 02/28/08 03/24/08 BLDG DEPT SUB PLANNING SD. SUB REVISIONS & COMMENTS: REV, DATE DESCRIPTION CLIENT INFORMATION: ' JPMorganChase NEW BRANCH BUILDING 53530 MAIN ROAD SOUTHOLD, NY 11971 TOWN OF SOUTHOLD I~JRS ARCHITECT, P.O. 181East Jericho Turnpike, Mrneola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Prrnceton, NJ 08540-'~434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.O. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: SITE UTILITY PLAN AND RADIUS MAP DRAWN By: CHECKED BY: J ,DATE: 12/18/07 SCALE: AS NOTED JRS NUMBER: 207099 07201 SHEET NUMBER: Cl.O$ i1 STORY WOOD FRAME -I 4-HH PROPOSED BANK & -TH OFIE _ m GLEAN PIe, BT 50' 0-' EXIBTIN~ ~00~5 / CUE OHE OHE WELLS AVENUE ~~lqE d~UAN. Iq 2D,~O 25 42 1.4 Iq 2q 42 PLANT KEY' AG PA Cf'4 CP TH LIST BOTANICAL NAI',IE cot,,ll,4oN NAME 51ZE 51/2-4' GAL. q-lO' HT. q-lO' HT. q-lO~ HT. #1 CONT. 1&-24" 21/4" POT¢ 5-4' HT. #1 CONT. 24-~0" 5PD. 21/2-5~ HT. 1~-24" 5PD. I,~-24" 5PD. 24-~0" 24-50" HT. PULL HEAP, ~[~LL BR. AN~HED =ULL, WELL I~R.ANCHED =ULL, WELL B,R.,ANCHED - HULTI =ULL AN~ O~NIB~ TO ~OUND =ULL AN~ DENISE PULL 2.5 PB~ 5~. PT. ~ULL, ~BLL ~ULL AN~ PULL AN~ PULL AN~ ~LL AN~ ~N.BB PULL AND DENOTE5 EXIDTIN¢ T~=B5 TO '~EP1AIN, PLANTIN® NOTES J. ALL PLANT i,4ATEI~IAL¢ TO BE OF NI~HECT ~2UALI'f'¢ NUt~t-'R¥ ~O~N CTO5~. 2. ~PER TO EN~INEE~IN~ D~A~IN~5 PRIO~ TO AN~ ~X~AVATION PO~ LO~ATION OD MEOHANI~AL AND UTILI~ LINE5 AND 5T~CTU~E5. IF AN~ OONPLIOT EXISTS, B. ALL PLANT PIT5 TO B~ BAOK FILLED ~ITH TOPSOIL BLENDED ~ITH 0-20-0 P~TILIZB~ AT TH~ ~TB O~ D POUND5 P~ YARD. 4. ALL T~B~ PIT~ AND ¢H~UB BBD~ TO BE ~UL~H~D ~ITH 4" D~EP D~DH HILLED 5. ALL T~E5 TO ~E PLANTED AND 5TA~E~ A5 PER ~ETAIL. ~LANTIN¢. ~. I~ AN~ ~I¢¢~BPA~Q% BXI~T~ BBT~EN THE PLAN AN~ PLANT LI~T, THE PLAN ~. ALL PLANT HATE~IAL~ ~. ALL PLANT MAT~IAL~ A~E I0. ALL ~LANT¢ ~HIOH ~1~ O~ BECOME ~ICEASB~ ~HA~L BB ~BPLAOE~ B~ TH~ APPLIOANT. II, ALL ¢0~ A~ 2 TIPfEB BALL DIA. PLANTIN® ETAIL -- ~EINP. P. UBBER. HO5E ~A. ~IP.E - TWlBTED AND LEFT LOOSE ~EDA~-, 5TAKE5 - D~,IVE AT AN~LE AND D~,A~,N VERTICAL T~,EE WRAP - ONLY ~HE~E 'R, Ed~UIP-,ED BY LAN~, ARCH. ~ULGH LEVEL A5 IN NU~BE~ 8" 5AUOE~ ~EMOVE TOP I/5 OF BURLAP AN~ ALL ~l~E AN~ NON- BIODEgrADABLE ~ATE~IAL TOPSOIL BAOKFILL, ~IN. O~ 50~ OP 50IL TAKEN F~OH HOLE t2 TIME5 BALL I21A. + ~4~IN~. ~UBBE~ HOSE 12 ~,~. ~lf~ TWlST=D AND LEFT LOOSE 2 GEDA~ 5TA~E5 - D~IVB AT ANCLE AND D~ VE~TIOAL G~O~N O~ ~OOT BALLTO BANE LEVEL AD IN AN~ ALL ~1~ A~ NON- - MINIHUM OP 50~ OF 50IL TAKEN FROH HOLE T~P 5OIL PEPESTAL PLANT/N® ETAIL SH UE ~ULCH TOP I/E OF BUR, LAP AND ALL WIRE AND NON- BIODE~.ADAI~LE NfATEI~J AL5 TOPSOIL BACKFILL - MIN. OF EO~ OF 5OIL TAKEN F~Oh4 HOLE -- O0~PACTED 50IL PEDESTAL PLANTIN® ETAIL KEY PLAN: SECTION: SEC BLOCK: BLOCK LOT: LOT CONSULTANTS: WILLIAM (BUDDY) JOHNSON LANDSCAPE ARCHITECT 555 MEADOW CT. UNITI1 SOUTHOLD, NEW YORK 11971 PHONE: 631-765-1793 FAX: 631-765-1839 ISAVIK&MURRAY, LLP CONSULTING ENGINEERS II COMMENTS: DATE DESCRIPTION REVISIONS & COMMENTS: REV, DATE DESCRIPTION CLIENT INFORMATION: ! JPMorganChase NEW BRANOH BUILBING 53530 MAIN ROAD SOIUTHOLD, NY 11971 TO~WN OF SOUTHOLD JRS ARCHITECT, P.C. /81 East Jericho Turnpike, Mlneola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 StatE Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTBUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF iRS ARCHITECT, P,C, ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. CHECKED BY: wwj SCALE: AS NOTRE FILE NAME: iRS NUMBER: 07201 SHEET NUMBER: Cl .04 KEY PLAN: GRADE AS SHOWN ON PLANS OF WALL ELEVATION AS SHOWN ON PLANS #4 BARS @18" ~ WATERPROOFED WITH BITUMINOUS SECTION: SEC BLOCK: BLOCK LOT: LOT BARS CONSULTANTS: 8" 4'-0" 0 00'~ED' O0 BASIN COORDINATE MEASURED TO MIDDLE OF THE FRONT FACE OF THE CURB BOX ALONG CURB LINES· PLAN PROVIDE FRAME & GRATE - CURD INLET CAMPBELL MODEL 2617 ALLOW 3" FOR ADJUSTMENT WITH BRICK AND MORTAR STRUCTURE STEPS 1'-3' O.C. FOR FULL DEPTH ORIENTATION SUBJEOTTO CHANGE 5/8" BALV. BAR STEPS SPLIT ENDS FOR FULL DEPTH OR APPROVED WrN, 2' BELOW LOWE iUMP A CONCRETE (PRE- CAST OR CAST IN PLACE) 12"x12" OPENING FILLED WITH GRAVEL. CONSTRUCTION JOINT IF CAST IN PLACE SECTION A-A CATCH BASIN N.T.S. (B) #4 BAR~ 18" RETAINING WALL SECTION SIDEWALK SIDEWALK 1.5' WIN,. I B B MAX, DESIRABLE 1-1 b4),.A L CONCRETE CURB / ZINSTALL "STEP-SA~' PRECAST POLYMER CONCRETE TILE AS MANUFACTURED BY TRANSPO INDUSTRIES OR APPROVED EQUAL, COLOR BY OWNER· (IYPICAL ALL HANDICAP RAMPS) PLAN PAVEMENT N.T.S. SEE CIVIL NOTES, THIS SHEET SIDEWALK RAMP DETAILS -CURB RAMP ~- EXRANSION JOINT ROUND TO HEIGHT OF LIP SECTION A-A FULL WIDTH OF RAMP OPENING JOINT PAVEMENT SURFACE-- SECTION B-B N.T.S. - HAUNCH (TYPICAL ALL 4 SIDES) 6X6-W2.9xW2.9 W.W.F. 8" POURED CONCRETE 8" COMPACTED GRANULAR SUBGRADE- -- SECTION 8" COINC, SLAB 4000 LB. 28 DA',Y STRENGTH ~ DUMPSTER PAD FENCE NOTES: 1. ALL FENCE FABRIC SHALL BE BLACIK PVC VINYL A COALED, CLASS 2B, 6 GAUGE FINISH WITH 9 Or~, ~GF CORE. ALL POSTS AND HARDWARE SHALL BE BLACK PVC VINYL COATED TO CREATE A COMPLE1E VINYL SYSTEM 2. FENCE SHALL BE INSTALLED WITH BLACK VINYL SLATS (TYPreaL ENTIRE BUMPSTER ENCLOSURE) 6"x6" W2.9xW2,9 WIRE MESH WITH 3" COVER 10' A DUMPSTER PAD CHAIN LINK FENCE SEE FENCE NOTES, THIS SHEEI SEE CIVIL NOTES, THiS SHEET DUMPSTER PAD DETAIL N,T,S, 5/16"~ GALV NUTS & (TYP.), REFER TO PLANS FOR 1YPE AND SIZE, GALV, STEEL CHANNEL APPROXIMATE NOTES: 1. USE SINGLE SIGN POST ASSEMBLY FOR ALL SIGNS EXCEPT FOR INFORMATIONAL SIGNS. 2. ALL HARDWARE, SIGNS, AND ALL OTHER MATERIALS, INCLUDING BRACKETS SHALL TO THE LATEST N.Y.S.D.O.T REQUIREMENTS SIGN ASSEMBLY DETAILS N.T.S. ISAVIK& MURRAY, LLP CONSULTING ENGINEERS COMMENTS: DATE 02/28/08 DESCRIPTION BLDG DEPT SUB 03/24/08 PLANNING BD. SUB CURB BOX ROUND GRATE BASIN OFFSET MEASURED TO MIDDLE OF THE FRONT FACE OF THE CURB A OFFSET MEASURED TO THE CENTER OF THE ROUND GRATE A 2-#5 BARS BARS AT PLAN BARS 2'-8" LONG AT 3" C,-C. 3" MIN,--~ /~'-PROVIDE FRAME & GRATE, CURB INLET CAMPBELL FOUNDRY MODEL 2617, ROUND FRAME AND GRATE CAMPBELL FOUNDRY MODEL 11B~-A, OR EQUAL. ~ /--8" REINFORCED TRAFFIC BEARING SLAB TO ~ ,// /CARRY H-20 LOAD WITH AN OFFSET OPENING /IJ~lk / .-¢5 BARB ~-' -- -~ Fl" COVER / / Al 6" C.-C. .~]_. ..I l,. ..../... OPTIONAL CONSTRUCTION JOINT 10'-0" CPP (TYP, BETWEEN BASrNS) UNLESS OTHERWISE NOTED MIN. SECTION FABRIC, MIRAFi 140 AROUND ENTIRE CIRCUMFERENCE OF LEACHING BASIN A-A -~2' MIN. ABOVE GROUND WATER TOP LEACHING BASIN SLAB AND FRAME & GRATE N.T.S. EAR CONTINUOUS, EXCEPT AT JOINT TYPE 6F RA NYSDOT TOP COURSE TYPE 5 RA NYSDOT BINDER COURSE DENSE GRADED AGGREGATE CONCRETE SEE CIVIL NOTES, THIS SHEET CURB/PAVEMENT SECTION A - CURB- m A - SIDEWALK - ~. EXPANSION JOINT %- EVERY 20' SEE DETAIL "B" DETAIL "A" CONTRACTION JOINT EVERY 4' SEE DETAIL PLAN POURED CONCRETE ~';6 - W1.4xW1.4 W.W.F, (TYP,)~ % 6" COMPACTED GRANUILAR SUBGRADE -~ W SEE CIVIL NOTES, THIS SHEET CONCR -E SIDEWALK N.T.S. SEALER ~1/,¢ EXPANSION JOINT DETAIL "B" D ETAI LS CIVIL DETAILS 1, CONCRETE FOR CURBS AND SIDEWALKS SHALL HAVE A COMPRESSIVE STRENGTH OF 4500 P.S,I. AT 28 DAYS. 2. MAXIMUM SPACING OF EXPANSION JOINTS TO BE 20 FEET. 5, CONCRETE CURBS TO CURE A MINIMUM OF 14 DAYS PRIOR TO ROADWAY PAVING. SUBBASE TO BE MECHANICALLY COMPACTED TO 95% MAX DENSITY PER AASHTO T-99 5. ALL HANDICAP RAMPS SHALL BE PROVIDED WiTH "STEP-SAFE" PRECAST POLYMER CONCRETE TILE AS MANUFACTURED BY TRANSPO INDUSTRIES OR APPROVED EQUAL. COLOR BY OWNER 6. ALL HANDICAP RAMPS, PARKING SPACES AND ACCESS ISLES SHALL BE IN COMPLIANCE WITH THE LATEST NEW YORK STATE UNIFORM PREVENTION, BUILDING CODE AND ICC/ANSI Al17.1 STANEARBS SEE PLAN ~-SOLID WHITE LINE LANE ARROW PAVEMENT SYMBOL DETAILS N.T.S. 4"-D LETI ER 5" 4"-D LETTER ACCESSIBLE SIGN SHALL HAVE RED BACKGROUND WLTH WHITE LEGEND AND VARABLE BORDER. DO NOT ENTER SIGN N,T.S, B" (TYP.) §~_~" LOCATE AT EDGE OF PARKIND SPACE UNLESS ACCOMPANIED BY *VAN" LEFFERING PARKING SYMBOL N.T.S. REVISfONS & COMMENTS: REV, DATE DESCRIPTION RESERVED PARKING SIGN NO PARKING SIGN RESERVED PARKING SIGN WHITE ON BLUE BACKGROUND (WffH BOLLARDS SION POST) RESERVED PARKING P4-6 RED ON WHITE BACKGROUND (WITH BOLLARD SIGN POST) NO PARKING ANY TIME CONC, CURB CONC, SIDEWALK P1-1 WHITE ON BLUE BACKGROUND (WITH BOLEARD SIGN POST) PARKING CLIENT INFORMATION: i ' JPMorganChase NEW BRANCH BUILDING 53530 MAIN ROAD SOUTHOLD, NY 11971 TOWN OF SOUTHOLC WIDE BLUE STRIPES __ ,.IRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mloeola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Reed, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P,C, ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED, WIDE, 45' BLUE DRAWINGTITLE: STRIPES, 5'-0' O.C, 4W"H IT'D ~TR' P ES ~'~"~ CIVIL DE% BLUE INTERNATIONAL CHECKED BY: SCALE: AS NOTED I.STAN~'~DO"sTAW: B'-O 'B' ~'ff'O" "1' B'-O" : SYMBOL FORACOESSIBIU~ I~%¥~Dh~ADMeEI:aI'' RESERVED STALL I JR.S NUMBER: 20?099 I SEE CIVIL NOTES, THIS SHEET I 07201 i RESERVED PARKING SN,TT, sA. LL AND RAMP DETAIl IsM':~u~:~5 1 KEY pLAN' CONSULTANTS' BLOCK. 4 LOT: 01 DATE DESCRIPTION 12/18/07 ISSUED FOR REVIEW 02/12/08 REVISED BUILDING 03/24/08 PLANNING BD. SUB. REVISIONS ' REV. DATE DESCRIPTION CLIENT INFORMATION: C jPMorganChase NEW BRANCH BUILDING 538;30 MAIN ROAD SOUTHOLD, NY 11971 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181East Jericho Turnpike, Mineola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08,540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C, ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: FIRST FLOOR FURNITURE PLAN DRAWN BY: ER IDATE: 12118/07 CHECKED BY: KG SCALE: AS NOTED IFILE NAME: A1.07_FURN.DWG Al.O? KEY PLAN: // // ~ : .................. -., T/SLA~ ELEV. ,' ;' I I I I I I I I I I I I I I I I I I I I I I I I I I I I SIDE ~.1. ~'v,&TION (UJI=.~T) *~'-*" COMMENTS. ~, V4".1'-¢" DATE DESCRIPTION ~E ~N 0 T ~ $ ; ~ ~FER5 TO ~OTE 12/18/07 ISSUED FOR REVIEW 02/12/08 REVISED BUILDING I. ASPHALT RO~ 8NrN~LE6, CERTAINTEED INDEPENDENCE 5HANDLE 03/24/08 P~NNING BD. SUB. ~. ~AVANNAN STONE ~AS~ (~OC~ FACEZ REV. DATE DESCRIPTION I¢. FLUSH ~OX BOX LOCATION. II. (NOT ~ ~ 12. (NOT ~ I~. METAL CAP, P~INT TO MATCH MASON~T. ......... ,,,,,,,,,,,,,, ,,,,,,,,,;,, , , ,,,,;,;,,,,,,,,,r,,,,,,,,,, .......... tTP. ?h:,:,,,:,,,,,,,,,,,,,,,,,i,, ~ , ,,,,,,,', ;,;,;,;,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,, ,,,,,,,, ...................... '"'" ~ ~ ~ ' '" '"'"" ' ' ' ' '"' .... ""'"" .... " ~"*¢~'*'*~*'**~"~'*~' ........................... ,,,,, ..... : :,,,,,,,, ,,,,,,:,,:,,,,: ,,,, : ,,,,, ~ ' ' ', I NEW BRANCH BUILDING CEILJN~ HEIGHT ', ;m I m ~ m I~¢'-~¢" ~ I ~ I ] I ~ ~ I ~ I I I llllllll~lJlllllI I I ~ I I T/DOO~ELEV. "" , , ,','~,',,,' 5~5~A1~o~ ," , ,,,,,, ~,;,', , , ,',',,,, ,,',,,,,,,,, .... ~ ,,,, ,,,,,, T*~* ,';,,' '[ ,,'' ,,r' ,¢// ,// ,~' ,,'', ...... ,, ,, ,, ,,,,,,,,' '' ' ~ , /~// /// // // ,; ,~ ,~ ~LOATTTPE, ' ~ ~ FLOAT ~, ~LLT , ' ',',',' ',',' ~ ~' "- /~ ' ARCHITECT P C ,,,,, ~ =,',' ,, ,,, ,,, / ~- , ,,,, ,',', 1¢~'-4I' /I I I I I I f I I f I I I I ,/ ~ / , / I I I I I I I I I I s~c~D ~Ac~ 30 West 24th Street, 3rd Floor, New York, NY tO010 ~ / ¢ ' / e' t / ~ I I I I I I I I I ~A~UFACTU~, AC~ e~lC< CO~P~T 707 State Road, Prin~ton, · ~61434 L I I TYPE F~6 THESE D~WINGS ARE INSTRUMENTS Of SERVICE AND G~DE 5B AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P C. ~ CONTACT MANUF. FOR LOCAL ~E~. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ~IMENSION F~OM FINISH ~N (~2 ~DE ELE~. TO CANOpT fOOT~N~8- civil ~WEET5 14'-I" ~¢'-4,, 2~'-~,, 2¢'-q,, H~E~, il. m¢42~ EXTERIOR ELEVATIONS CHECKED BY. SCALE: AS NOTED F~ONT ELEVATION (NO~TH) ~,,~.~o~,,,,,,~u,,,~ T/'FOWEI~ ELEV. II I/~ II I/4 ......................................... ,, ,,,, ,,,,,,,,,,,,,,,,,,,,,,,, MULLION ,.~ '"'"'" = :' :'''" '""' ' ' "' ' "'~" '" ~ ........ ', ,',',',',',' T/O CAST 5TON ~ ~i ' I ' ' I I I I I I I i I I I I I I I I I I I I I I I I b~ I ~ ~ ==,=: ~ :,,,, I I I I I I I I I I I I I I I I I I I I I I I I I I T/~LA~ ELEV. ~ '1 I I· : II II I I I I I I I I I I I I I I I I I I I I I I I ~ I~'-~" I I I E EVATION (E4,ST) ~ T/TOIJJEF~ ELEV. 12 12 4 L ASPHALT f~ooF SHINGLES, CEf~TA[NTEED INDEPENDENCE 5HANDLE LUEATHEF4UJOOD. 2. ~.E~D SUNSET ~f~lcK, 150 ~,LEND. D. PF~EFINISHE[D METAL ~L~TTER~5, ~'1 ~ x 4 ~/4I' ~EEP. DOU,,NSPOUTS, 4" ~ x 2 V4" ~DEEP. ~A¥ TO MATCH ROOF. ~R.A¥ FASCIA. 4. CAST 5TONE T~fM. T/CANOPY E L E V,.,~_ T/O CA6T 6TONE T/SLAB ELEV. ,E, LEVATI©N (OOUTN) KEY PLAN: SECTION' 61 CONSULTANTS: BLOCK' 4 LOT. 01 COMMENTS: DATE DESCRIPTION 12118107 ISSUED FOR REVIEW 02/12/08 REVISED BUILDING 03124108 PLANNING BD. SUB. REVISIONS, REV. DATE DESCRIPTION CLIENT INFORMATION: JPMorganChase NEW BRANCH BUILDING 53530 MAIN ROAD SOUTHOLD, NY 11971 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mineola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Read, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P C. DRAWING TITLE' I EXTERIOR ELEVATIONS DRAWN BY' I I DATE: 1~/18/07 CHECKED BY: SCALE: AS NOTED IFILE NAME: ii IJrs NUMBER: 07201 LIC tqTING SOl IEEDULE SYMBOL LIST 5'rt-lE~OL / ~IZE ~AN~F~CT~ ~O~EL L~MP ZONE KEY PLAN. BLOCK. 4 LOT' 01 CONSULTANTS. COMMENTS: DESCRIPTION 12/18/07 ISSUED FOR REVIEW 02/12/08 REVISED BUILDING 03124/08 PLANNING BD. SUB. REVISIONS: REV. DATE DESCRIPTION FOR / 5CHEDL~LE CCDNCRETE 2 ~ pOLE SEE AS-I FOR 8" DIA. E~OLT CIRCLE ~ASE PLATE ~IFT ~A~EPLAT5 / P~O~ TO ~ETTING / PLATE DETAIL pLAN DETAIL A FOR ADDITIONAL E~ASE PLATE INFOF~IAT[ON CLIENT INFORMATION: JPMorganChase IEW BRANCH BUILDING 53530 MAIN ROAD SOUTHOLD, NY 11971 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. /81 East Jericho Turnpike, Mlneola, NY 1/801-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.O. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: PHOTOMETRIC SITE PLAN LASER FICHE FORM Planning Board Site Plans and Amended Site Plans SPFile Type: Project Type: Site Plans Status: Withdrawn SCTM #: 1000- 61.-4-1 Project Name: Chase Bank- Southold Address: 53530 NYS Route 25, Southold Hamlet: Southold Applicant Name: Kenneth Garvin, AIA, Owner Name: BarkoffProperties, LLC Zone 1: HB Approval Date: /~/7~ JRS Architects End SP Date: Zone 2: Location: OPTIONAL ADDITIONAL INFORMATION A date indicates that we have received the related information Zone 3: southeast corner of NYS Route 25 & Wells Avenue, Southold SC Filing Date: C and R's: Home Assoc: R and M Agreement: SCAN Date: SCANNED Records Management