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HomeMy WebLinkAbout31898-Z FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE K E PREMISES UNTIL FULL COMPLETION OF T WORK AU RIZED) PERMIT NO. 31898 Z to A.PR, L 11, 2006 O� Permission is hereby granted to. ROBINS ISLAND G, LLC P.O. BOX 301 NEW SUFFOLK,NY 11956 for PRIVATE FERRY TERMINAL & AMENDED TO INCLUDE STORAGE TANKS PER ZBA, PLAN.BORAD, TRUSTEES &FEMA REQ.W/FLOOD PMT. (REPLACES BP #30259-Z) at premises located at 380 FIRST ST NEW SUFFOLK County Tax Map No. 473889 Section 117 Block 0008 Lot No. 019 pursuant to application dated APRIL 10, 2006 and approved by the Building Inspector to expire on OCTOBER 2 Fee $ 678 . 40 uthor zed Signature ORIGINAL Rev. 5/8/02 o��g�FF0��c0 o� Gyp Town Hall,53095 Main Road C Fax(631)765-9502 P.O.Box 1179 Gy �� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM TO: Bruno Semon, Senior Site Plan Reviewer, Planning Department FROM: Damon Rallis, Permit Examiner, Building Department DATE: March 30, 2004 INFORMATION REQUESTED Project: Robin's Island(Belvedere) Location: 380 First Street, New Suffolk SCTM# 100—Section 117 -Block 8—Lot 19 The applicant has renewed an open building permit on this property, based on an approved site plan dated November 13, 2000. In addition, the applicant has submitted amendments to the above referenced building permit. However, the amendments do not appear to be included in the applicant's original site plan approval. Kindly review the most recent plan, submitted to my office on March 29, and respond, with comments, ASAP. Thank you for your time and consideration. Damon F allis, Permit Examiner PLANNING BOARD MEMBERS Q�Q$UFFO(�CO P.O. Box 1179 JERILYN B.WOODHOUSE �/ Chair y� Town Hall, 53095 State Route 25 o y Southold, New York 11971-0959 RICHARD CAGGIANO G • Telephone(631) 765-1938 WILLIAM J.CREMERS Fax(631) 765-3136 KENNETH L.EDWARDS MARTIN H.SIDOR --� SSS ` t APR 2 3 2004 PLANNING BOARD OFFICE TOWN OF SOUTHOLD C April 22;2004,,, `—Belvedere Property Management, LLC. Mr. Darryl Volinski 2299 North Sea Road Southampton, NY 11968 Re: Robins Island/L. Bacon Site Plan SCTM# 1000-117.-8-18 & 19 Dear Mr. Volinski, Thank you for the submittal of the amended site plan application. Per Town Code section 100-254 (A)the Planning Board (P.B.)reviewet-[he site plan application and materials received on March 30, 2004. The P.B. held 9.work session on April 19, 2004 to review the amended site plan application as a pre-submission conference. The P.B. agreed no amended site plan is needed as proposed on this application and reject the application with the following conditions: 1) The site plan approved and signed on November 13, 2000 is valid. 2) That the Handicap parking space be relocated and space be provided to meet the American For Disabilities Act/New York State Code as required. After the work is completed submit an as-built site plan detailing the change to the Planning Board Office. The decision rendered by the P.B. for this application does not condone any other changes or deviations from the original site plan approval on December 4, 2002 for Peconic Landing. Please refer to Town Code section 100-250 applicability, if other changes of approved site plans are proposed. If there are any questions you can contact us at(631) 765-1938 x229 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully yours9_4-4_� Jerilyn B. Woodhouse Southold Town Planning Board Chair CC:file, Damon Rallis Building Department Oh2 F SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICE OFFICIAL USE ONLY New X TOXIC LIQUID STORAGE REGISTRATION FORM Fac. Ref. No... Q Z Change Principal ` � � - lad b t Property Add Tax Code District 1 0 0 0 Section 11 1 7_1Block r g Lot 11 19 Facility Name No. . Street Community State Zip Phone No. Belvedere Property Mana a ent First Street New Suffolk NY 11936 407-628-9651 Tank Owner No. Street Community Stater Zip Phone No. Robins Island Holdings LL 1251 Avenue of the -A ' icas New York NY- 10020 407-628- 651 er Write mat'I. number in left column t Designates cathodic protection :w^ f LL SINGLE DOUBLE o x DISPENSE FILL O LL Z J WALLED WALLED m uWj� w O ¢ X OFFICIAL cr Z O CAPACITY a z x > o X.. _ USE ONLY a (GALLONS) — r � w >!_ .x 0. Other Material (Specify) } M` o X cc x a m cn x 1 X 2000 1 Ol X. X X p X SD X X X X W X lift] X . X X X I certify that information on this application and all attachments have been reviewed and that; based on my inquiry of those Receipt NoQp$bZ-7 persons immediately responsible for obtaining the information contained in this application, .I believe that the information is true, accurate, and complete. I understand that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of. the Penal,Law. Amt. of Fee 56010' 6� t Date Print Name_ Signature Title 5/7/02 William`J. Lahti g t. Title* for owner HMM003 Rev 2/88 Q� _ '18-262-..3/88 COUNTY OF SUFFOLK Steve Levy Suffolk County Executive DEPARTMENT OF HEALTH SERVICES Linda Mermelstein,M.D.,M.P.H. Acting Commissioner BUREAU OF ENVIRONMENTAL ENGINEERING APPROVAL NOTICE January 30,2004 Lahti Engineering 207 Hallock Rd Suite 212 " Stony Brook,NY 11790. Attn.: William Lahti Re: SCDHS Job No. HM02-150112 SCDHS Fac. ID. No. : 10-267 SCDHS File Ref. No. : 16,367 Dear Sir/Madam Your application for a permit to construct a project at Belvedere Property Management,.First St., New Suffolk, NY 11956 has been reviewed for compliance with Article 12 of the Suffolk County Sanitary Code. The application has been approved. Enclosed you will find the Permit to Construct. This permit has to be posted at the construction site during the construction. If you have any questions regarding the review process or need assistance, feel free to contact this office at (631) 854-2528. Very truly yours, Q Kenneth A. Clunie Assistant Public Health Engineer Bureau of Environmental Engineering i Division of Environmental Quality Office of Pollution Control 15 Horseblock Place,Farmingville,NY 11738 Phone(631)854-2517 Fax(631)854-25" DOM ON PERMIT TO CONSTRUCT Toxic and/or Hazardous Material Storage Facility Suffolk County Department of Health Services Linda Mermelstein,M.D.,M.P.H. Acting Commissioner SCHDS REFERENCE# 16,367 Date of Issuance: January 30,2004 SCHDS REGISTRATION# 10-267 Permit expires one year from SCHDS PLAN# HM02-150R2 the Date of Issuance* FACILITY NAME & ADDRESS: Belvedere Property Management First St. New Suffolk,NY 11956 Your application for a permit to construct storage facilities at the above site.has been reviewed for compliance with Article 7& 12 of the Suffolk County Sanitary Code. The application has been approved**.The following Permit conditions have to be observed during construction: 1. A copy of the approved plan must be kept at the construction site.A copy of this permit must be kept on display at the facility during construction. 2. Safe construction practices must be followed during the installation of the storage facility(s). 3. f e storage facility(s) must be constructed in accordance with the approved plan. Any changes in /design,materials or use requires prior written consent of both the design professional and the Office 1. of Pollution Control. The changes have to be submitted in a form that is acceptable to the Office of Pollution Control. The contractor and/or design professional is required to inform the owner that the changes are being made. 4. The Office of Pollution Control has the right to inspect this installation at any time to verify its being constructed in compliance with this permit. The Office of Pollution Control must be contacted at 854-2523 at least 2 business days prior to commencement of any work to arrange for the required construction inspections. Contact the local building department and/or fire safety enforcement office for any additional requirements that may apply to your project. The storage facility cannot be placed into service until the Office of Pollution Control performs all required installation inspections and issues an interim permit to operate. The Office of Pollution Control reserves the right to revoke this permit as allowable by law. ISSUED BY: a6"enneth A.Clunie Bureau of Environmental Engineering Office of Pollution Control *See the back for exceptions ** See the back for a list of storage facilities and special conditions 'i. NIXON PEABODY LL'P ATTORNEYS AT LAW 990 Stewart Avenue Garden City, New York 1 1 5 30-4838 (516) 832-7500. Fax: (516) 832-7555 Direct Dial: (516)832-7540 E-Mail: klaw@nixonpeabody.com March 13, 2000 Edward Forrester Chief Building Inspector Town of Southold Building Department Town Hall P. O. Box 1179 Southold,New York 11971 Re: Private Ferry Terminal, New Suffolk,N.Y. - Dear Mr. Forrester: Following up our meeting that was held in November 1999 with Bob Kassner, enclosed please find an application for a building permit for a Private Ferry Terminal on the N%E corner of First and Jackson Streets,New Suffolk,New York to be'used to support activities on Robins Island. Also enclosed please find three (3) sets of surveys and drawings and an application fee of $150.00. We anticipate,the project may need a minor side area setback variance and thus would greatly appreciate it if you could issue the Notice of Disapproval so that we can have the variance addressed with our Special Exception Permit before the Zoning Board of Appeals at the same time. Please let me know if you need any additional information.. Thank you for your attention to this matter. Sincer �y evin S. Law KSL:cm Encls. cc: Belvedere Property Management-LLC � 1 G169486.1 036013/000003 FORMERLY NIXON,HARGRAVE,DEVANS 8,DOYLE LLP,AND PEABODY&BROWN ALBANY, NY•BOSTON,MA BUFFALO, NY GARDEN CITY, NY•HARTFORD,CT•MANCHESTER, NH •NEW YORK, NY • PROVIDENCE, RI ROCHESTER, NY-WASHINGTON, Albert J.Krupski, President �4�vFFQ(�C Town Hall James King,Vice-President h�0 �Gy 53095 Route 25 Henry Smith c P.O.Box 1179 Artie Foster C4 = Southold,New York 11971-0959 Ken Poliwoda 0 0 ! Telephone(631) 765-1892 Fax(631) 765-1366' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 20, 2000 Mr. Glenn E. Just J.M.O. Environmental Consulting P.O. Box 447 Quogue, NY 11959-0447 ruv RE: Belvedere Property Management LLC First St•. ' & Jackson St. New Suffolk, NY SCTM#117-8-19&20 Dear Mr. Just: The following action was taken by the Board of Town Trustees during a Regular Meeting, held on July 19, 2000, regarding the above matter. WHEREAS, J.M.O. Environmental Consulting on behalf of BELVEDERE PROPERTY MANAGEMENT LLC applied to the Southold Town Trustees for a permit under the provisions of the Wetland Ordinance of the Town of Southold, application dated June 21 , 2000, and mai WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on July 19, 2000 at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question, and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standard set forth in Chapter 97-18 of the Southold Town Code, FEES: None Very truly yours, g4 . Albert J17Krupski, Jr. President, Board of Trustees AJK/cjc cc: DEC ACE Dept. of State ' J rw! ' ry Board Of Southold . Town Trustees SOUTHOLD, NEW YORK .`. y. � ..JulY...19......2000PERMIT NO. DATE: . ISSUED TO .....5.ELYED,ERE...PROPERTY....MANAGEMENT....LL-E;...... � �•� Pursuant to the provisions of Chapter 615 of the Laws of. the State of New York, 1893; and Chapter 404 of the Laws of the . . '. .--State of New.York 1952; and the Southold Town-Ordinance en- �` titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS y IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL-OR OTHER MATERIALS FROM L .Y' LANDS •UNDER TOWN WATERS;::..': and in accordance with the ' Resolution of The Board adopted at a meeting hell on ..Jmly.....1.9.tk�.. 2000 and in consideration of the sum of ,00..••••••, �' 15Q paid by J.M.O. Environmental Consultin.g....................................................... ........ ' !/ ..................................................... y of ...Quogue.................................................................. N. Y. and• subject to the . .'. Terms and Conditions listed on the reverse .side. hereof, of Southold Town Trustees authorizes and permits the following: Wetland Permit description attached. , ' all in accordance with the detailed specifications as presented in the originating application. r.��`fi •� *. IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and these ppresents to be subscribed by a majority of the said Board as of this dafe. _s 0. • ,�� ono G � �� p v Artie Foster (abqclat) Trusiees i�;�.'�j,'�'-.�.•,'�.�'�..ti'��t`'` �a�►-'. r�:�"7���� `�`'YA��or� .r*�}j,�jN� •�,Ky-�•�SW:' � ,� .h,�lt.. '1 l'— �� Albert J.Krupski,President �OSOFO[�C Town Hall + James King,Vice-President �.ro �Gy 53095 Route 25 Henry Smith c P.O.Box 1179 v Artie Foster * 2 Southold,New York 11971-0959 Ken Poliwoda Oy !� Telephone(631)765-1892 �f01 �a0 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BELVEDERE PROPERTY MANAGEMENT LLC 116-8-19&20 Board of Trustees approved application to construct a principal building (28 'x48 ' )to be used as an office above garage/storage area as part of a "Private Ferry Terminal ' . The proposed building shall be located +/- 60 ..12 ' landward of the Tidal -Wetlands Line. To install an associated sanitary system by installing +/- 176 ' of concrete retaining wall and +/- 225 c.y. 'of -clean sand: ' To construct +/- 123 ' of rock revetment consisting of -1-1/21 -2-1/2 ' ton rock with and 18 ' return at the northern terminus . To place +/- 70 c.y. of clean sand atop revetment creating a sand dune and planting with American Cape Beachgrass (Ammophila breviliculata) and Rugose Rose (Rosa rugosa) . The area between the revetment/dune and parking area shall be planted with American Cape Beachgrass (Ammophila breviligulata) . To remove +/-200 ' of jetty and reconstruct in kind in place with vinyl and timber jetty. To install two 9-pile marker dolphins . To reconstruct in kind in place +/- 487 ' of timber bulkhead with vinyl and timber bulkhead and backfilling 'structure with +/- 200 c.y. of clean sand. To remove +/- 345 ' of dilapidated timber bulkhead and install in kind in place +/- 345 ' of low profile vinyl and timber bulkhead. To construct 81x62 ' boardwalk, to maintain existing 4 ' x201ramp and 81x123 ' float dock, to install an additional 8 'x65 ' float to remove (8) existing piles, to relocate (2) existing piles, to construct a 101x10 ' captain's/security shed, . to install a new 701x20 ' concrete and rubber ramp for landing craft. To remove assorted debris (piles, rock, concrete slabs.) from an existing +/- 60 'x+/-140 ' area and then replanting area with both high marsh vegetation (Spartina patens) and intertidal marsh vegetation (Spartina alterniflora) . To expand existing sand dune located at the southern section of the property by +/-800 s . f. and planting with American Cape Beachgrass (Ammophila brevilgulata) and Rugose Rose (Rosa rugosa) etc. To install a stormwater retention system utilizing a catch basin 12 'x50 ' corrugated pipe with flap gate. e FROM' JmO CONSULTING PHONE NO. 653 0607 Feb. 09 2001 11:52RM P02 New York State Department p of Environmental Conservation Division of Environmental Permits NYSDEC REGION l HEADQUARTERS SUNY @ STONY BROOK 13UILDING 40 STONY BROOK,NY 11790-2356 (631)444-0365 February 06, 2001 I3l LVEDERE PROPERTY MANAGEMENT PO 13OX 301 NIW SUFFOLK,NY 11956 Re: DEC 1D# 1-4738-00949/00013 BULVEDERE PROPERTY MANAGEMENT PROPERTY Dear Applicant: Please be advised that your application for a DEC permit(s)is complete and a technical review has commenced, Notice and the opportunity for public cominent:is required for(his application. Enclosed is a Notice of Complete Application for your project. Please have the Notice published in the newspaper identified below once during the week of 2/19/01 on any day Monday through Friday. The official newspaper of the Town(City)of SOU HOLD. Contact the Town(City)Clerk's office to confirm the official newspaper. Only the Notice of Complete Application,that information presented between the bold horizontal lines,on the enclosed pages(s)should be published. Do not print this letter or the information contained below the second hold horizontal line. Please request the newspaper publisher to provide you with a Proof of Publication for the Notice. Upon receipt of the Proof of Publication promptly forward it to this office. You must provide the Proof of Publication before a final decision can be rendered on your application. You are responsible for paying the cost of publishing the Notice in the newspaper. Notification of this complete application is also being provided by this Department in the NYSDF,C Environmental Notice Bulletin. This notification does not,signify approval of your application for permit. Additional information may be requested from you at a future date,if deemed necessary to reach a decision on your application. Your project is classified major under the Uniform Procedures Act. Accordingly,a decision is due within 90 days of the date of this notice unless a public hearing is held, which may extend this time frame. If a public hearing is necessary,you will be notified. If you have any questions please contact me at the above address or phone number above. Sincerely, • �1.��.��6C, bra` - CAROL A. FARKAS Division of Environmental Permits 02/09/01 FRI 11:34 [TX/RX NO 71221 e � FROM JmO CONSULTING PHONE NO. 653 0607 Feb. 09 2001 11:53AM P03 w THIS IS NOT A PERMIT New York State Department of Environmental Conservation ' Notice of Complete Application Date: February 06,2001 Applicant: BELVEI.)ERE PROPERTY MANAGE3MENT PO BOX 301 NEW SUFFOLK,NY 11956 Racility: BELVEDERE PROP1?RTY 1\4ANAGEM8N7'PROPEl, TY FIRST STREET NEW SUFFOLK,NY 11956 Application ID: 1-4738-00949/00013 Perntts(s)Applied for: 1 -Article 15 Title 5 Excavation&Fill in Navigable Wagers 1 -Article 25 Tidal Wetlands 1 - Section 401 -Clean Water Act Water Quality Certification Prgjeci Is located: in SOUTHOLD in SUFFOLK COUNTX Pivierl Descripilon; The applicant proposes to construct an office/storage building 57' from the tidal.wetland boundary, a.septic system75'from the tidal wetland boundary; construct l 76'retaining wall,backfill with 225 cubic yds. of clean lilt; create a sated dune and vegetate; remove and replace 200' of jetty with bulkhead and backfill with 200 cubic yards of clean fill; remove 345' of non-functional bulkhead and replace with 345' of low sill bulkhead; create 60'x 140'Brea of intertidal marsh/high marsh landward of low sill bulkhead; construct a S'x 62'boardwalk; install 8'x Cis' float; remove debris from tidal wetland area. The property is located on First Street and Jackson Street, on Cutchogue Harbor, Town of Southold. State Em iro,trr,ental Quality Review(SHQR)Determination Project is all Unlisted Action and will not have a significant impact on the environment. A Negative Declaration is on file. A coordinated review was performed. SEQXi Lead Agency TOWN OF SOUTHOLD State Hictorlc Preservation Act(SHPA)Determination A cultural resources survey has been completed. Based on information provided in the survey report,the New York State Office of Parks,Recreation acid Bi.storic Preservation (OPRHP) has determined that the proposed activity will have no impact on registered or eligible archaeological sites or historic structures. No further review in accordance with SHPA is required, 02/09/01 FRI 11:34 tTX/RX NO 71223 FROM JmO CONSULTING PHONE NO. 653 0607 Feb. 09 2001 11:53AM PO4 4 Coastal ManagVmerit This project is located in a Coastal Management area and is subject to the Waterfront Revitalization and Coastal Resources Act. Jr A11ailabilio,For Public Comment Contact Person. Comments on this project must be CAROL A. FARKAS submitted in writing to the Contact NYSDEC Person no later than 03/02/2001 SUNY @ STONY BROOK BUILDING 40 STONY BROOK,NY 11790-2356 (631)444-0365 CC List for Complete Notice Chief Executive+Offleer File FNB 02/09/01 FRI 11:34 [TX/RX NO 71221 Dec 06 02 02: 45p jMo consulting 631 653 3348 p. 2 Albert J.Krupski,President Town Hall James King,Vice-President �§uffU(�� b3095 Route 25 A P.O.Box 1179 Artie Foster /� Southold,New York 11971-0959 Ken Poliwoda Peggy A.Dickerson Telephone(631)765-1892 Fax(631)765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 21,2002 Mr. Glenn Just C/o J.M.O. Consulting PO Box 447 Quogue,NY 11959 RE: SCTM#11 7-8-19&20 Belvedere Property Mar:agentent First Street& Jackson Street New Suffolk,NY Dear Mr. Just: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday,November 20"' , 2002. RESOLVED,that the Southold Town Board of Trustees Approve an Amendment to Permit 45193 to install gas pump on site utilize only to fuel the five—six boats that are used to transport staff, guests and supplies back and forth to Robin's Island also one year extension to Wetland Permit#5193. If you have any questions, please call our office at 765-1892. Sincerely, y� Albert J. Krupski,Jr. President,Board of Trustees AJK:cjc Albert J,Krupski,President , Town Hall — James Kir,,, uf��1� 53695 Route 25. �-.Vice-President �s �� Artie Foster Amy P O Box 1I?p�► old;New York 11971-0959 Ken Poliwoda a� South Peggy A:Dickerson. Telephone,(6S1)765=1892 � , Qy� Fex(631)765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 21 2002 . Mr. Glenn Just C/o J.M.O. Consulting PO Box 447 Quogue,NY,11959 RE: SCTM#117-8-19&20 : Belvedere Property Management . First Street& Jackson Street -. New Suffolk;NY Dear Mr. Just: The following action was taken by the Southold Town Board of Trustees at their Regular. Meeting held on Wednesday,November 20th ;2002. RESOLVED, that the Southold Town Board of Trustees Approve an Amendment to Permit . #5193 to install gas pump on site utilize only to,fuel the five—.six boats.that are used to transport staff, guests and supplies back and forth to Robin's Island also one year extension to Wetland Permit#5193. If you have any questions,please call our office at 765-1892. Sincerely,, Albert J.Krupski,Jr.. President,.Board,ofTrustees AJK:cjc 61A 20S6S9)_ Ol EH7:22 9. 9NI_L-.nSN03 OW'WOZIJ ;.t+.'zti b00z.-92-N1jW FROM JmO CONSULTING PHONE NO. - 653 0607 Mar. 13 2001 03:24PN P03 NEW YORK STATE DEPARTMENT or ENVIRONMENTAL CONSERVArruN FwecTIVETE DEC PERMIT NUMBER 1 1.4730-00949/00013FACILITY/PROGRAM NUMBERS) n����T 7~ ATES) Under trl_te Environmental 04 Conservntlon Law TYPE or PERMIT ■ NOW ❑ Renewal Cl Modification r-7 Permit to Construct (.1 Permit to Operate t --._... . .. — -.. ••-__ .... . ..__—. .. — ----...... ..._ 1 Article 15, Title S. Protection .■ 60YCRR 600: Water Quality ❑ Article 27, Title 7; 6NYCRR of Waters Certification 360: Solid Waste Management D Article 15, Title IS: Water FJ Article 17, Titleo 7, B: SPDFS 11 Article Z7, Title 9; 6NYCRR Supply 373: linzardoua Waste Management ❑ Article 19; Air Potlution F-I Article 15, Title 15: Water Control ❑ Article 34: Coastal Erosion Transport Management O Artlele 23, Title 27: Mined 0 Article 15, Title 15: Long Land Reclamation CT Article 36; FLoodplain Island Wells Monagcmont ❑ Article 24: Freshwater Wetlands IJ Article 15, Title 27: Wild, ❑ Articles 1, 3, 17, 19, 27, 37; scenic and Recreational Rivers ■ Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control P1=RM1T ISSUED TO TELEPHONE NUMBER Belvedere Property Management LLC 1.0311 734-5134 ADDRESS OF PERMITTEE P.O. Box 301 Now Suffolk NY 11956 CONTACT PERSON FOR PERMiTTED WORK TELEPHONE NUMBER JMo Consulting, P.O. Box 447, Quo put, NY 11959-0447 (631) 653-0607 NAME AND ADDRESS OF PROJECT/FACILITY Belvedere Property Mane emont Marina First & Jackson Streots LOCATION OF PROJECT/FACILITY NeW Suffolk COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold DESCRIPTION OF AUTIJORIZI:D ACTIVITY: Construct office/storage building, Install septic system, 170 linear feet retaining wall,backfill with 225 cu.yds,of clean till,remove and replace 200 linear feet Jetty with 200 cu,yds,of clean till,remove 345 linear feet of non-funcilonal bulkhead and replace with low sill bulkhead,construct 8'x 62'boardwalk,install 8'x 65'float and remove ail debris from tidal wetland area,create sand dune,and Install catch basin and drainage pipes. All work Is to be done in accordance with the altachod plans stamped NYSDCC approved. By acceptance of this permit, the permittee ogreea that the permit j a contingent upon strict compliance With the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS ww... ~.•- �� '~ ^ George W. Naamsrth. (CAP) Bldg. *40 SUNY Ston Brook NY 11790-2356 AIITHOR1715D RlaNATU DATE March 5 2001 03/13/01 TUE 15:06 [TX/RX NO 82001 FROM JmO CONSULTING PHONE No. : 653 0607 Mar. 13 2001 03:25PM PO4 NEWYORK&rATP_DF,rARTMFN1 UI I:nwttvnrvienin+ ...�.��•• • NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees to incfbmnify and hold'harmless the Department of Environmental Conservation of the State of New York,its representatives,employees, agents,and assigns for all claims, suits, actions,damages, and costs of every name and description, arising out of or resulting from the permlitee's undertaking of activities or operation and maintenance of the facility or facilities authorized by the permit in compliance or non-compliance with the terms and conditions of the permit, Itern B: Permittoe's Contractors to Comply with Permit The permittee is responsible for informing its indeperident contractors,employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as-the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee.. item C: Permittee Responsible for Obtaining Other lZequired Permits The permittee is responsible forobtaining any other permits,approvals;lands,.easernents and rights-of-way that may be required to carry out the activities that are authorized by this permit. item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or Interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility,including relevant records,Is subject to inspection at reasonable hours and intervals by an authorized representative of tile.Department of Environmental Conservation (the Department) to determine whether the permittee Is complying with this permit and the ECL.Such representative may order the work suspended pursuant to ECL 71.0301 and SAPA 401(3). The permittee shall provide a person to accompany time Department's representative during an Inspection to the permit area when requested by the Department. A copy of this permit, Including all referenced maps, drawings and special cotiditionS,r must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and [)(?terminations Unless expressly provided for by the Department,issuance of this permit does not modify,supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications Time permittee must submit a separate written application to the Department for renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Time permittee must submit a renewal application at'least: a) 180 days before expiration of permits for-State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities(HWMF), major Air Pollution Control(APC)and Solid Waste Management Facilities(SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1; SUNY Bldg#40, Stony Brook, NY 11790-2356 General Condition 4: Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a) the scope of time permitted activity is exceeded or a violation of any condition of the permit or provisions of the I=CL and pertinent regulations Is found; b) the permit was obtained by misrepresentation or failure to disclose relevant facts; c) new material information is discovered;or d) environmental conditions, relevant technology, or applicable law or regulation have materially changed since the permit was issued. DEC PEAM,T NUMr}rr: PAGE 2 OF 4 1-4738-00949/00013 03/13/01 TUE 15:06 ITX/RX NO 82001 FROM JmO CONSULTING PHONE NO. : 653 0607 Mar. 13 2001 03:26PM P05 _ NCwYORK STATE DFPARTMCN'r O1r rNVIRONMFNTAL CONSPRVATiON ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 7s(TITLE 6), 24, 25,34 AND 6NYCRR PART 608 (TIDAL'WE'TLANDS) 1. If future operations by the State of New York require'an alteration in the position of the structure or work herein authorized, or If, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work,obstructions,or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State,and to such extent and in such time and mariner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted $tructure &fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall ber made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable'for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the States for the conservation or improvement of navigation,or for other purposes,and no claim or right to compensation shalt accrue from any such damage. 3. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S.Army Corps of Engineers,U,S.Coast Guard,New York State Office of General Services or local government which may be required. 4. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project, 5. Any material dredged in the conduct of the work heroin permitted shall be removed evenly,without leaving large refuse piles, ridges across the bed of a waterway or,floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized, 7. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 8, If granted under 6NYCRR Part 608,the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or oilier limitations or standards under Sections 301, 302., 303, 306 and 307 of the Clean Water Act of 1977(i L 95-217)provided that all of the conditions listed herein are met, 9. At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying tliat they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottorn portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. 10, All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by:Barrett 13onacci&,Vart.W e1e on March 27,2000,last revised on Jari)Pry 25,.2QQ1,;, me 1'r.RMn,NUMBER PAGE 3 OF 4 1-4738-00949/00013 -T 03/13/01 TUE 15:06 [TX/RX NO 8200) FROM JmO CONSULTING PHONE NO. : 653 0607 Mar. 13 2001 03:27PM P06 NEW YORK STATE DEPAR'1MVN1'OF,FNVIRONMGNTAL CONSERVATION SPECIAL CONDITIONS 1, During construction, concrete or leachate shall not esciape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and or protected buffer areas. 2. Any debris or excess material from construction of this project shall be completely removed from the acjacent area (upland) and removed to an approved upland area for disposal.. No debris Is permitted in tidal wetlands and or protected buffer areas. 3. The storage of construction equipment and materials shall be confined to within the project work site and or upland areas greater than 75 linear feet from the tidal wetland boundary. 4. All fill shall consist of"clean"sand, gravel, or soil (not asphalt, flyash, broken concrete or demolition debris). 5. No excavation of the beach is authorized for the purpose of obtaining fill or stone materials. 6. All peripheral berms, cofferdams, rock revetments,sea:walls, gabions, bulkheads etc, shall be completed prior to placement of any till material behind such structures. 7. Equipment,operation below apparent low water is strictly prohibited. 8. Bulkhead constructed directly adjacent to vegetated tidal wetlands shall be jetted in with no disturbance to the tidal welland. Trenching is strictly prohibited. 9. Prior to any construction or removal of bulkheads and other shoreline stabilization structures all backfill shall be excavated landward of the bulkhead and retained so as not to enter the waterway, tidal welland or protected buffer area, 10. The use of wood treated with pentachlorophenol In the construction of structures that will be in contact with tidal waters is strictly prohibited. 11. Installation of additional docks at marinas, boat basins, or other commercial facilities Is not authorized by this permit. 12. No dredging,excavating or other alteration of shoreline or underwater areas is authorized by this permit,nor shall Issuance of this permit be construed to suggest that the Department will issue a permit for such activities in the future. 13. 'The created dune shall be planted with beach grass and Rosa rugosa and the applicant shall ensure a minimum of 85%survival of plantings by the end of five growing seasons. if this goal is not met,the applicant shall re-evaluate the restoration project in order to determine how to meet the mitigation goal and submit plans to be approved to the Bureau of Marine Habitat Protection, Building 40 SUNY,Stony Brook, NY 11790-2356. 14. The tidal wetland area shall be planted with Spartina patens and Spartina alternlaflora and the applicant shall ensure a minimum of 86% survival of plantings by the'end of five growing seasons. If this goal is not met, the applicant shall re-evaluate the restoration project In order to determine how to meet the mitigation goal and submit plans to be approved to the Bureau of Marine Habitat Protection, Building 40 SUNY, Stony Brook, NY 11790-2356. DEC PERMIT NUMBER PAGE 4 OP 4 1-4738-00949/00013 03/13/01 TUE 15:06 [TX/RX NO 82001 ! NEW.YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT.NUMBER... EFFECTIVE DATE 1-4738-00949100019. March 6, 2003 FACILITY/PROGRAM NUMBER(S). EXPIRATIONbATE(S) PERMiT Under the Environmental March 6, 2.006.. Conservation Law TYPE OF PERMIT■New- ❑Renewal 0 Modification❑Permit to Construct O Permit to Operate. O.Article 1%Title 5:Protection of Waters ❑ Article 17,71ttes t,"8:SPDES O Article 27,Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15:Water Supply t7 Article l9:Ale Pollution:Control O Article 34:Coastal Erosion ❑ Article 15,Title 15:Water Transport El Article 23,Title 27:Mined Land Management Reclamation b Article 15.Tole 15:Long Island Wells O.;Article 36:Floodplaln Management ❑ Article 24:Freshwater Wetlands ❑ Article 15,Title 27: Wild,Scenic and. 13 Articles 1,3, 17,10, 27,31:6NYCRR Recreational Rivera ■ Article 25:Tidal Wetlands 380:Radiation Control ❑ 6NYCRR 808:Water Duality Certinca- d Article 27,Title 7; 6NYCRR 360: tion Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Belvedere Property Management LLC 631 734-5134 ADDRESS OF PERMiTTEE P.O. Box 301, New Suffolk NY 11956 CONTACT PERSON FOR PERMITTED WORK. TELEPHONE NUMBER JMO Consulting, P.O. Box 447,Quo ue NY 11956 1.1959-0447, 631 553-O(;07 NAME AND ADDRESS OF PROJECT/FACILITY Belvedere PropertyMana jement Marina, First&Jackson Streets, New Suffolk NY 11956 COUNTY ' , TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Cutoho Ui Harbor E: 713.4 N: 4540.5 DESCRIPTION OF AUTHORIZED ACTIVITY .Install a 2000 gallon double.walled aboveground.gasoline.storage tank and dispenser; leak detection alarm,- ladder and landscaping. All work is to be.,done in awjrdance with the attached plans stamped NYSDEC approved 0314/2003. BY.acceptance of thispermit,the permittee agrees that the permit Is contingent upon strict compliance with the'ECL.all applicable. regulations,the General Conditions specified(sea page 2&3)and any Special Conditions Included as part of this permit. PERMIT ADMINISTRATOR:' (KAF) ADDRESS Mark.C.Carrara, Region 1 Headquarters NY 11790-2358 Blda.040.SUNY,Stony .'-DeputyPermit Administrator' y Brook AUTHORIZED SIGNATURE DATE. Page 1 .of 4 t .03/06/2003 9 'd 20S6S91L:Ol 0NI11nSN00'OWf:WON—A Ot7:Zti t,002=92-NHW NEW VORK STATE oEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL-CONDITIONS 1. The tank must conform to State and County Petroleum Bulk Storage (PBS) Regulations. 2. During construction,concrete or leachate shall not escape or be discharged,,nor shali washings from . transit mix trucks,mixers, or,other devices enter-tidal wetlands.and or:protected buffer areas. 3: Any debris.or excess material from construction'of this project shall be completely removed from:the' :adjacent area(upland)and removed to an approved upland area for.disposal. No debris Is permitted -in tidal wetlands and or.protected buffer areas. 4: The.storage of construction equipment,and-materials shall be confined to within the existing parking areas. . M DEC PERMIT NUMBER 1-4738-1?0949/00019F77 Page 2 of 4 bid 20S6S9Z:01 8bF-P-zS9: 9NIrinsNOO.OW.C:WONA- ,Tb:2T b002-S2w NUW NEW PORK SLATE DEPARTMENT ijF'ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER OBLIGATIONS.. Item.A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees o Indemnify and Bold harmless the Department of..Envlronmentat Conservation of.the State.of New York..Its representatives, employees,,and agents ('DEC") for all claims, suits, actions, end damages, to the extent attributable .to the permittee's undertaking of activities or operation and maintenance of the _. facility or facilities authorized by the permit to compliance.or.non compliance with the terms and conditions of.the permit..This Indemnification does not extend to any claims, suits, actions;or damages.to the extent attributable to DEC's own negligent acts. Item B: Permittee's Contractors to Comply with Permit The permillee Is responsible for Informing Its.independent.contrectoes;-employees, agents and assigns of their responsibility.to comply with this permit, including all special conditions while acting as the.permittee's agent with. respect to the permitted activities, and such persons shall be'subject to the same-sanctions for violations of the Environmental Conservation Law as those peescribed'-f•or the permittee. item C: permittee Responsible for Obtalning Other Required Permits The permittee Is responsible-for obtaining any other permits,approvals,[ands,easements and rights-of-way that maybe required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or interfere w ith R[perlan Rights, This permit does not convey to the permittee anyright•to trespass upon the lands or Interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the Impairment of any rights; title, or Interest in real or personal property held or vested In a person not a party to the permit.. GENERAL CONDITIONS General Condition 1: Facility-In spectlon by the Department The permilted site or facility,Including relevant records,Is subject to Inspection at reasonable hours and Intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine Whether the permittee Is complying with this permit and the ECL.Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the•Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for Inspection by the pepartment at all times at the.project site or facility. Failure to produce a copy of the permit upon request.by a Department representative is a vlolation of this permit. General Condition 2: Relationship of this Permit to:Other Department Orders.and Determinations . Unless expressly provided for by the-Department,Issuance'of this permit does not modify,supersede or rescind any order'or"determination.previously issued by the Department or any of the terms, conditions'or requirements contained in such order or determ Ination. General Condition 3: Appllcations for Permit Renew ats or Modlficatlons The permillee.must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must Include any forms or supplemental information the Department requires.Any renewal, modification or transfer granted by the Department must be In writing. The permittee must submit a renewal appllcatfon.at least: a) 160 days before.expiration of permits for State.Pollutant Discharge, Ellminat(on System (SPDES), Hazardous.Waste Management Facilities (HWMF),major Air Pollution Control (APC) and 3olld Waste Management Facilities(SW MF);and b) 30 days before expiration of all other permit:.types... Submission of applications for permit renewal ormodification are to be submitted to: NYSDEC Regional.Perm it Administrator.,Region 1, SUNY Bldg 040, Stony Brook NY 11790-2356 General Condition 4: Permit Modifications,Suspensions and Revocations by the Department The Department reserves.the.right.to modify,suspend or.revoke this permit:in accordance with 6 NYCRR.Part 621. The grounds.for modification, suspenslon or revocation Include: A materially false or inaccurate slatem ants in the perm it application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit: : c) exceeding the scope of the project as described in the permit application; d) newly discovered material Information or:a material. change In environmental conditions, relevant technology or applicable law or regulations since the Issuance of the existing permit; e) noncompliance with previously Issued permit conditions, orders of the commissioner,any provisions of the Environmental Conservation Lew or regulations.of the.Department related to the permitted activity. DEC PERMIT NUMBER Page 3 of 4 - - 1.-4738-00949/00019 - S'd 2026991:01 @NIr1nGNM 0Wf:W08J Tt,:2T h002_9R_ IdW i NEW PORK STATE DEPARTMENT^JFIIViRONMENTAL CONSERVATION ADDITIONAL.GENERAL CONDITIONS FOR ARTICLES 15(TITLE 5),24,25,34 AND 6NYCRR PART 608 (TIDAL-WETLANDS) 1'. If,future operations by the State of New York require an alteration in the.posltlon of the structure or work herein authorized, or If,,In.the opinion of the Department.oT Environmental Conservation It shall cause unreasonable obstruction to the free navigation.of said waters or flood flows'or endanger the health, safely or welfare of the people of the State, or cause loss or destruction of ft natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work;obstructions or hazards caused thereby without expense to the State,-and If,, upon the expiration or revocation of this permit, the structure, fill, excavation, or'other modification of the watercourse hereby authorized shall not be completed, the owners,shall,.without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to Its former condition the navigable and flood capacity of the.watercourse. No claim shall be made against the State of New York on account of any,such removal or alteration: 2. The State of New York shall In no case be liable for any damage .or_injury'lo the structure o-• work herein authorized which may be caused by or result from future operations iundertaken by the State for the conservation. or Improvement of navigation,or for other purposes,and no claim or right to compensation shall ac:rue from any such damage. 3. Granting of this permit does not.relieve the appifcent'of the responsibility of obtaining any other permisslon, consent or approval from the U.S.Army Corps,of Engin.eereI U.S.Coast Guard;New York Siete Office of Genera! Services or local government which may be required.:. 4. All necessary precautions shall be to preclude contaminatlon of any wetland or:waterway by suspended. solids, `sediments, fuels, solvents, lubricants, epoxy coatings, paints, `concrete, ieachate_ cr any .other environmentally deleterious materials associated with the project. 5. Any material dredged In the conduct of the work herein permitted shall be removed evenly,without leaving large refuse piles, ridges across the bed of a waterway or floodpiain or deep holes that may have a tendency to cause damage to na'Vigable channels or to the bank s of a waterway. 6. There shall be no unreasonable interf erence with navigallon by the work herein authorized. 7.. If upon the expiration or revocation of this permit,the project hereby authorized has not been completed, the applicant shall,without expense to the State,and to such extent and In such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 8. If granted under 6NYCRR Part 608,the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sectiois 301, 302, 303, 306 and 307 of the Clean Water Act of 1977(PI.95-217)provided that all of the conditions listed herein are met. 9. At least"48 hours prior to commencement of the project, the permittee_and contractor shall sign and return the top portion of the enclosed notification.form certifying that they are fully aware of and understand all term s and conditions-of this permit, Within 30 days of completion of project,the bottom-portion of the form must also be signed and returned,along with photographs of the completed work and,if required,a survey: 10.'All activities authorized by this permit must be in strict conformance with the approved plans..submitted by the 'applicant or his agentes part of the permit application: Such approved plans were.prepared-by Barret..Bonacci_&Van Weele. P.C. on 4110100 last revised on 10129/02: DEC PERMIT NUMBER'. . Page 4 Of 4 1-4738-00949/00019 9'd 20S6S91-0l et7222.S9 9NIiinSN00 OWt:WONA 2t, 2i t7002'-513 MRR-25-2004,1.2:40 FROM:JMO CONSULTING 6533348' T0:7659502 P.I. M.O. Environmenvil Consulting Services Phone (631) 653-0607 • Tax (631) 653-3348 ~ 121 Jessup Ave 2,nd Floor PO. Box 447 Quogue; Nuot York 11959-0447 FAX COVER SHEET MI_ . TO: I��ro V-erk-� . Date: 3 51�7 Company Name &L&%oW�Tmjv� _ Attention fax Number (OE-. P�EOs Number of Pages Including Corer FROM: 11- R Zelue,&QA.e-��1'702AP�4 W\-QY\-c1tD-L 63 - -x UQ MESSAGE: -� � �l7 i S o-L( cU.��,kl 5 If you do not receive the correct,number of page please call.our office as soon as possible FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30259 Z Date APRIL 26, 2004 Permission is hereby granted to : ISLAND ROBINS NEW YORK,NY 10020 for FERRY TERMINAL REPLACING #27193 & AMENDED TO INCLUDE STORAGE TANKS PER ZBA, PLANNING, TRUSTEES DEC & FEMA REQUIREMENTS W/ FLOOD PERMIT at premises located at 380 FIRST ST NEW SUFFOLK County Tax Map No. 473889 Section 117 Block 0008 Lot No. 019 pursuant to application dated MARCH 26, 2004 and approved by the Building Inspector to expire on OCTOBER 26, 2005 . Fee $ 678 . 40 ` i" Auth iz d S ' - nature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 27193 Z Date MARCH 29, 2001 Permission is hereby granted to: ROBINS ISLAND NEW YORK,NY 10020 for CONSTRUCTION OF PRIVATE FERRY TERMINAL PER ZBA, TRUSTEES, PLANNING BOARD AND DEC CONDITIONS . FLOOD PMT. INCLUDED. at premises located at 380 FIRST ST NEW SUFFOLK County Tax Map No. 473889 Section 117 Block 0008 Lot No. 019 pursuant to application dated FEBRUARY 16, 2001 and approved by the Building Inspector. Fee $ 482 . 00 uth ri d Signature ORIGINAL Rev. 2/19/98 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE; March 28, 2000 TO Belvedere Property Management LLC PO Box 301 New Suffolk NY 11956 Please take notice that your application dated March 10, 2000 For permit for Private Ferry Terminal at Location of property Corner of First& Jackson St New Suffolk County Tax Map No. 1000 - Section 117 Block 8 Lot 19 Subdivision Filed Map # Lot# Is returned herewith and disapproved on the following grounds proposed project, on non-conforming lot in MII zone not permitted pursuant to Article XXIV Section 100-244B which requires a minimum side yard setback of fifteen (15) feet proposed structure has proposed side yard of 6.5 (six and one half)) feet. -- ----------------- ----------- Authorized Signature BOARD OF HEALTH . . . . . . . . . . . . . FORM NO w 1 3 SETS OF PLANS . . . . . . . . ... r TOWN OF SOUTHOLD SURVEY . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . ,TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: CALL . . . . . ... . . . . . . . . . . . Examined.................. 19.... MAIL TO: . . . . . . .'. . . . . . . . . . . . . Approved.................1 19.. Permit No .................................... Disapproved a/c ...........3l.L.............. .................................... -..•(Iiuilding.Inspector)...•.•. APPLICATION FOR BUILDING PERMIT Date. . . March, 10,,, 2000 , INSTRUCTIONS a. 'Ibis application must be completely filled in by typewriter or in ink and submitted to the Building Inspector wit 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. - Plot plan showing location of lot and of buildings on premises,. relationship .to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this application. 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 permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by,the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances-or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, ;as herein described: The applicant agrees to comply with all applicable laws, ordinances, building•code, housing code., and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ,Belvedere. Property Management. LLC ,- (Signature of applicant, or name, if a corporation). p,.l,Bq ,30 ,,�TQW Suffglk,,,,New,York, 11956 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer; general contractor, electrician, plumber or builder . APP- -eELUt.iq.PPQrator,.Af,property ............................................................. ..... ....... Name of owner of premises ,., Robins.Islands Holdings. LLC...................:.......... .. . ...•( • . . . .as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer'.. Peter J. Talty, Vice President ........................................................... (Name and title of corporate officer) Builders License'No. ......................... Plumbers License No. .......................... Electricians License No. Other Trade's License No. I- Location of land on which proposed work will be done.............................................................. N/E Corner of First and .Jackson Streets New Suffolk ' ...........................................................................,............... ............................. House Nudaer Street _. _ Hadiet County Tax Map No. 1000 Section ....11 7........ Block .. ..8......... Lot .19 ............. Subdivision ...................................... Filed Map No. .......:....... Lot.................... ............ (Nave) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ...Parking/Vacant Private Fer Terminal b. Intended use and occupancy . ry...................................... ... .... .....:.. hatirrre of work (check whidi_applicable): New Building ... ..... Addition ....... Alteration .......... Repair ............ Removal ............. Demolition ............ Other Work .................................. (Description) Estimated Cost A100�000............. fee '.... $150.00................................. (to be paid on filing this application) If ck,elling, number of dwelling-units ............ Number of dwelling units on each floor ................. Ifgarage, number of cars ......3............................ .. If business, 'commercial or mixed occupancy, specify nature and extent of each type of use. Office/Storage Dimensions of existing structures, if any: Front....N/A:....... Rear ............... Depth ................. Heiglmt ......................... Nuber of Stories .......2 Dimensions of same structure with alterations or additions: Front ............... Rear ............... Depth .................... Height .................... Number of Stories ............ Dimensions of entire new construction: Front ....30......... Fear'6.............. Depth .............. Heiglit ..... 35 , max.......... Number of Stories ....2................ ' 59 Size of lot: Front ...9.. ............. Rear ...103.... ........ Depth .................... ). Date of Purchase ..12/28/93 . Name of Forimer owner Southold Development. Corporation I. Zone or use district in which premises are situated .......... Marine. II........... ?. Does proposed construction violate any zoning law, ordinance or regulation: ...Xe,9................. 3. Will lot be regraded . Yes . Will excess fill be removed from premises: YES NO X Res n1 Island p,0.Box 301.,._New.Suffolk 734-5134 i. Names of Owner of premises ..Holdings.LLC.......... Address . .. .. ............. Phone No. ............. William Collins AIA 10 Technology Drive Nane of Architect . .. ... .......................... Address Setauket,.NY.11.7.33......... Phone No.689-84.59.... Name of Contractor .Morton Builders.......... .. Address ............................Phone No. ............. 5. Is. this property within 300 feet of a tidal wetland? * YES ..X...... NO ............ *lF YES, SOLM D MN TililSIMS PM-ffT MAY BE REQUIRED. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions romm property lines. Give street and block number or description according to deed, and show street names and.indicate nether interior or corner lot. SEE ATTACHED mm or Niel Y(W, IS )UNIT of ..... Suffolk......... Peter J. Talty ...............................being duly sworn, deposes and says that he is the applicant sane of individual signing contract) ewe named, isthe .... Vice President.......... ..................... ........................................... (Contractor, agent, corporate officer, etc.) f: said owner or owners, and is duly authorized to perform or lmave per.formed the said work and to -mice ar d file •tin i s pplicatimi; that all staternent-s contained in this application are true to the best of bits knowledge and belief; and hat the work will be performed in the manner sel forth in the application filed therewith. worn to before me this ...2ns...........day of ..March ........XK.2000. Notary Public" ..... ... )Ap�piliicant) •.•.. ' KEVIN S. LAW Notary Public,State of New York ( uSi tre No.02L.A4985835 Qualified in Suffolk County Commission Expires August 26,,14 SY r11LL11�V L1Gf Hlt 1 pV1L.pl„� p„ Do you have or need the following,before applying TOWNsH`L{ ��g Board of.)iealth SOUT Q ,D W 11971 •,,. . � � --.----3-sets of Building Plans TEL: 7 5-,&,802 1 FF Survey y PERMIT NO. r- Check Septic Form a N.Y.S.D.E.C. Y, -• r, � Trustees Examined , 20 Contact:. Approved _ 20__p�_ > Mail to: Disapproved a/c Phone: Building In a or APPLICATION FOR BUILDING PERMIT Date February 14 , 20 01 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on*premises, relationship to adjoining premises or public 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 a Certificate of Occupan is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk.County,,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit author?zed *nspectcrs on premises and in building for n&Qssary inspections. a (Signature of applicant or name, if a corporation) Ni on Peabody LLP 9 0 Stewart Avenue, Garden City, NY 11530 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Agent Name-of owner ofpremises Robins Island Holdirigs LLC (as on the tax roll or latest deed) If44pplicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Wright & Co. , #24, 893-HI Plumbers License No. Excelsior East Plumbing, #2418P Electricians License No.Commander Electric; #4015E Other Trade's License No. l. Location of land on which proposed work will be' done: N/E corner First & Jackson Streets•, New Suffolk House Number Street Hamlet County Tax Map No. 1000 Section 117 Block 8 it s t VA&4 Subdivision N/A Filed Map .No t� i ,a " � 3a (Name) , �tlo:su t • ,s�w�i, �ait�ai'fiQf3Q�1T�d1��1�( '� ?. State existing use and occupancy of premises and intended use and occupancy of proposed constr;E:ction: a. Existing use and occupancy -Vacant/Parking b. Intended use and occupancy Garage/S orate/Ferry Terminal >. Nature of work (check which applicable): New Building X Addition Alteration Repair Removal Demolition Other WorkBulkheading & Parking (Description) I. Estimated Cost Fee (to be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 2 If business, commercial or mixed occupancy, specify nature and extent of each type of use. -ht/A Dimensions of existing structures, if any: Front N/A Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front N/A Rear Depth Height Number of Stories Dimensions of entire new construction: Front 28 Rear 2 R Depth 3 8 Height 22 . 3 top of ridge Number of Stories2/garage below attic storage 18 ' as defined by code Size of lot: Front--91 . 5 ' Rear 131 . 38 Depth 207 ' 0. Date of Purchase 12/28/93 Name of Former Owner Southold Development Corporation l. Zone or use district in which premises are situated Marine II 2. Does proposed construction violate any zoning law, ordinance or regulation: No/Side yard variance - c 3. Will lot be re-graded Yes Will excess fill be removed from premi1ses: M NO Robins Island P.O. Box 301 4. Names of Owner of premisesol ;„ems T,T, , AddressNew Suffolk,NY 1195hone No. (631) 732-5134 Name of ArchitectW:ilTiam`F:. Collins Address 1 0-1 Technology No631 -689-8450 Name of Contractor Address Phone No. 5. Is this property within 100 feet of a tidal wetland? *YES X NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 6. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. TATE OF NEW YORK). SS: 'OUNTY OF NASSAU ) Kevin S. Law being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, i)1-le is the Agent (Attorney) (Contractor, Agent, Corporate Officer, etc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; iat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be �-rformed in the manner set forth in the application filed therewith. worn to before me this 13th day of February 2001 ,Of otary Public Signature of Applicant NANCY SMSSERQ ppubft State of NOW No: 01ST5069709 Guallfled In j � Town Hall,53095 Main Road ® - Fax(516)765-1,823 coo Telephone(516)765-1802 P.O.Box 1179 Southold,New York 11971-0959 Oy • BUILDING DEPARTMENT TOWN OF SOUTHOLD April 17, 2000 Richard Smith N.Y.S. Dept. of State Codes Division 560 Broad Hollow Road Suite 110 Melville, NY 11747 Dear Richard: Enclosed please find architect plans for the proposed Robins Island . Please call upon receipt of these plans.. Ferry Terminal Sincerely, Michael Ver ty Building Inspector ti NIXON PEABODY LLP ATTORNEYS AT LAW 990 Stewart Avenue Garden City, New York 11530-4838 (516) 832-7500 Fax: (516) 832-7555 Direct Dial: (516)832-7540 E-Mail: klaw@nixonpeabody.com March 13, 2000 Edward Forrester Chief Building Inspector Town of Southold Building Department Town Hall P. O. Box 1179 Southold,New York 11971 Re: Private Ferry Terminal,New Suffolk,N.Y. Dear Mr. Forrester: Following up our meeting that was held in November 1999 with Bob Kassner, enclosed please find an application for a building permit for a Private Ferry Terminal on the N/E corner of First and Jackson Streets,New Suffolk,New York to be used to support activities on Robins Island. Also enclosed please find three (3) sets of surveys and drawings and an application fee of $150.00. We anticipate,the project may need a minor side area setback variance and thus would greatly appreciate it if you could issue the Notice of Disapproval so that we can have the variance addressed with our Special Exception Permit before the Zoning Board of Appeals at the same time. Please let me know if you need any additional information. Thank you for your attention to this matter. Sincerou , evin S. Law KSL:cm ' Encls. cc: Belvedere Property Management LLC G169486.1 036013/000003 FORMERLY NIXON,HARGRAVE,DEVANS&DOYLE LLP AND PEABODY&BROWN ALBANY, NY•BOSTON,MA•BUFFALO, NY•GARDEN CITY, NY•HARTFORD,CT•MANCHESTER, NH • NEW YORK, NY•PROVIDENCE, RI ROCHESTER, NY•WASHINGTON, DC Barrett, Bonacci & Van Weele, P.C. CIVIL ENGINEERS SURVEYORS PLANNERS April 10, 2000 Planning Board Office Town of Southold CAM Town Hall 53095 State Route 25 APRIZ P.O. Box 1179 L Southold, NY 11971-0959 .r-, o Attn: Mr. Robert G. Kassner, Site Plan Reviewer � DLD RE: Private Ferry Terminal,Belvedere Property Management,LLC First &Jackson Streets,New Suffolk,Southold SCTM:1000-117-8-19 BBV Project No. 960522A Dear Mr. Kassner: Attached for your review,please find four copies ofthe revised site plans for the above referenced project. The attached were modified in-response to your letter of March 22 to Mr.KevinS.Law. Specifically,the following revisions were made to the attached: • Drainage storage calculations for the proposed roof were added to the plan (sheet 2). • Parking lot grades were adjusted to keep runoff within the pervious parking area limits(sheet 2). • 100 feet of 24"diameter perforated pipe was added beneath the parking area.This system was designed to retain a 2" rainfall from the new roof area (see plan sheet 2 and detail sheet 3). • The.proposed building garage slab elevation was raised one foot to elevation 8.00. We anticipate that the attached addresses the Board's concerns regarding the project site plan. Thank you for your assistance with this project, please do not hesitate to call if you have any questions or require any further information. Very truly yours, BARRETT, BONACCI &VAN WEELE, P.C. Michael C. Marinis, P.E. cc �W.-EdWa—rdy—or—rester, Tb-wn-.of—SOLIth.o-ld-Ch-ie-f-B.uilding-Inspector-w/enclosur6i!,--,, Mr. Peter Talty Mr. Kevin Law K:\US\WP-SHARE\-PROJ-96\960522ANtsO32900.ivpd TELEPHONE 516/435-1111 1 75A Commerce Drive, Hauppauge, New York 11788 516/435-1022 FACSIMILE www.civil-survev.com IMP NIXON PEABODY LLP ATTORNEYS AT LAW 990 Stewart Avenue Carden City, New York 11530-4838 (516)832-7500 Fax: (516) 832-7555 Direct Dial: (516)832-7540 E-Mail: klaw@nixonpeabody.com April 5, 2000 Planning Department Town of Southold 53095 Main Road Southold,New York 11971 Attn: Connie Re: Belvedere Property Management LLC's Private Ferry Terminal Site Plan Application/1000-117--8-19 Dear Connie: As per your request, enclosed please find an additional check in the amount of$25.00 in connection with the above-referenced application. Sincerely yours, U GLG(J C°rY Kevin S. Law KSL:cm Enc. G170786.1 036013/000003 FORMERLY NIXON,HARGRAVE,DEVANS&DOYLE LLP AND PEABODY&BROWN ALBANY, NY BOSTON,MA• BUFFALO, NY GARDEN CITY, NY• HARTFORD,CT•MANCHESTER, NH • NEW YORK, NY• PROVIDENCE, RI ROCHESTER; NY•WASHINGTON, DC 500' RADIUS OWNERS LIST 117-08-008 117-08-021 & 022 117-09 -031 JOAN B ROBBINS TOWN OF SOUTHOLD GEORGE & LAURA MAUL 16995 MAIN STREET 53095 MAIN ROAD 111 HEWLET AVENUE PO BOX 147 SOUTHOLD NY 11971 EAST PATCHOGUE NY 11772 NEW SUFFOLK NY 11956 117-08-023 117-10-019 117-08-009 UNKNOWN OWNER NEWTON ROBBINS ANDREW D & JACQUE L UTERANO 17-09-020 P O BOX 147 1 1749 GILDERSLEEVE STREET 7- RD & ANO SULLIVAN NEW SUFFOLK NY 11956 MERRICK NY 11566 RICHAP O BOX 75 NEW SUFFOLK NY 11956 - 020.02 THOMA 117-08-010 THOMAS M MARTIN & WF MICHELE ROUSSAN JACKSON STREET 117-09-021 { 4455 DOUGLAS AVENUE APT 12C 117-ANNE POLASHOCK P O 80X 637 BRONX NY 10471 P O BOX 86 NEW SUFFOLK NY 11956 117-08-011 NEW SUFFOLK NY 11956 117-10-020.04 MICHAEL J KARG, JR 1 EDWARD V WETZEL & WF 8 & MARGUERITE HARDER-KARG S 1 7-09 N 7-09-022 SMOLENSKI 90 NASSAU ROAD 18 LYNBROOK AVENUE MAIN ROAD P O BOX 27 MASSAPEQUA NY 11758 S.�.REE-r LYNBROOK NY 11563 NEW SUFFOLK NY 11956 n 117-10-020.05 KING 117-08-012 117-09-023 PAUL LEARY & WF DENNIS & OIANE HARKOFF RONALD J EKSTER P 0 BOX 244 1605 POINT PLEASANT ROAD NEW SUFFOLK NY 11956 c %G"----- 1000-117-8-23 MATTITUCK NY 11952 & DIANE M RAYNOR --G, 17000 0 BOX 2q�UFFOLK AVENUE 117-10-020.07 1000-117-8-16 117-08-013 r� FRANK sROPHY & WF 1000-177-8-11 / ATHANAS ZAMPHIROFF & WF ! EW SUFFOLK NY 11956 75 SECOND STREET P 0 BOX 202 RESIDENTIAL LOW A _ _ NEW SUFFOLK NY 11956 DENSITY AA / ZONE R-40 � � \ P O BOX 255 NEW SUFFOLK NY 11956 117-08-014.01 JAMES9F &4LAURIE HAEFELE 117-10- 30 LUYSTER STREET RICH020.08 \ DANIEL & KIMBERLY PETRIE 27 BASCAYNE DRIVE IGHT & ORS .� l000-,17-e-22 HUNTINGTON STATION NY 1]746 27 BIS AYN NY 11743 ,00e'S7- U ERWA R 723 NORTH ORANGE AVENUE 117-09-025 l000-117-e-,2 LAND FALLBROOK CA 92028 - V� \ ANN LOWRY 117-10-020.09 loo0 117-s-,o ZONE 1000-117-a-18 ` 117-08-014.02 P O BOX 224 WILLIAM WOODARD WILLIAM C. FISHER NEW SUFFOLK NY 11956 27 BISCAYNE DRIVE / HB - HAMLET l000-117- *HISTO IC TE. 705 FIRST STREET & RICHARD & MARIANN CARTWRIGHT 8-,a.1 117-09-026 HUNTINGTON NY 1 1 743-4402 BUSINESS E F ME NEW SUFFOLK NY 11956 JOSEPH POLASHOCK / UB ARI B SE 86 FRANKLIN STREET l000-n7-e-13 117-OS-015 ROBIN P E NORTHPORT NY 11768 1000-117_ ROBIN P NNIS j 1000-117-8-921 8-14.2 1DIANE HARMIOFF RD E EXT c/o MR & MRS JAMES W PUGSLEY z 117-09-028.01 5835-3 MARINA DRIVE l000-In-e-8 � / MATTITUCK NY 11952 MICHAEL & SHANNON SIMON SEBASTIAN FL 32958 (op. � BOX 117-08-016 NEW NY 11956 117-10-022 M /� '� CARL S. & LAURA M. AVENT 117-09-029 TOWN OF SOUTHOLD r'1 / P O BOX 149 ANNA VANGI 53095 MAIN ROAD rn O\J5 O NEW SUFFOLK NY 11956 ZONE P O BOX 225 SOUTHOLD NY 11971 } v' , ESP 117-08-018 NEW SUFFOLK NY 11956 / / \ M - 1 1 M STATE MARINE 1 I 900 LOVE LAND ACQUISITION CORP F N Y, � ,000-,n l000-ln- STATE OF NEW YORK 1000-117 \ '°9-281,- -s-2s 117-09-030 9-30 320 LOVE LANE NO ADDRESS OF RECORD P O BOX 15 HENRY VICTORIA '1000-117-9-22 9-23 526 PULASKI STREET \ rn NEW SUFFOLK NY 11956 RIVERHEAD NY 11901 \ R wow ZONE >, v L1000-n7-s-21 l000-n7- HB - HAMLET 83'3 05�=207.00' / 9-24 ♦ ) \ v♦ BUSINESS / � ,000-117-e-21 ZONE R-40 / 1000-117 7- 1000-117-9-26 -9-31 $,m SUBJECT N U ERW ER RESIDENTIYLA OW PROPERTY rh LA DENS A It / rn 1000-117-9-20 Ul 1000_117-9-25 9.0 N 7q .pg ouoi g 83;32 05� / s:sg• N 74 2,S. \I STREE 111 J ACKSON - (P V ZONE R-40 O in RESIDENTIAL LOW k ,000-117- DENSITY AA 10-20.5 ,000-117- 10-20.2 , . 1000-117-10-22 1000-117- 1 / V,0-20.7 4` OTHER LAND \ OF APPLICANT \ ZONE R-40� 1000-117-8-20 RESIDENTIAL LOW I - / DENSITY AA 1000-117 1000-117 10-20. -f0 .20.9 1000-117- V 10-,s 1000-117-,0-20.8 APR 1 2 E 0REL1N 00 SpO' 5 H 5 %s SCTM: DISTRICT 1000, SECTION 117 BLOCK 8 LOT 19 B A REVISIONS C Barrett, BOnaccl /V / :1 PE C O T & VanWeele, P.C. \ 1000-134-3-10 cn r EA / R \ m /PLn CIVIL ENGINEERS/SURVEYOR NNLR.S CD S/ 175A Commerce Drive, Hauppauge, NY 11733 TEL 516/435-1111 FAX 516/435-1022 www.civil-survey.com CD BELVEDERE PROPEmTY Cm n -- -- •"� - �:r�r�-..:..�*.f r MANAGEMENT, L.L.0 ...�. . , =. y.. r R S NEW SUFFOLK TOWN OF SOUTHOLD SUFFOLK COUNTY, NY t C O 'wr `° ' KEY PLAN SHEET �° n T ...':. . i �q Ln 0-1 PRIVATE FERRCD Y �. ° TERMINAL BUILDING of S ALTERATION OF THIS OOCUVFNT, EXCEPT 8Y A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE 147M SECTION 7209 OF NYS EDUCATION LAW, IS ILLEGAL t"1J i `•"' © 2000 B B.V.,P.C. li DESIGNED BY DRAWN BY CHECKED BY DATE SCALE PROJECT NO. F t _ TS W✓B DEC. 15, 1999 100' 960522A o o t.rs. RADIUS vlCw t�nCni ice, S y GENERAL NOTES: TAX LOT 30 1. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD, THE SUFFOLK COUNTY DEPARTMENT OF HEAL TH AND THE I NEW YORK STA TE DEPARTMENT OF ENVIRONMENTAL CONSERVA 77ON, AS APPLICABLE. LAND NOW OR FORMERLY OF I 2. REFER TO PLANS BY WILLIAM F. COLLINS, AIA ARCHITECTS, LLP FOR BUILDING, STEP AND HENRY VICTORIA I I RETAINING WALL DETAILS "RESIDENCE" �- I 4 0 TAX LOT 18 J. ADJACENT PROPER77ES SHALL NOT BE DISTU N. RBED DURING CONS 4. EX/S77NG WATER WELLS AND SANITARY SEWAGE DISPOSAL SYSTEMS WITHIN 150'AS INDICATED. I 5. ALL OUTDOOR LIGH77NG FIXTURES TO BE BUILDING MOUNTED. LAND NOW OR FORMERLY OF SEE ARCH/7=IRAL PLANS FOR DETAILS. -- I LOVE LANE ACQUISITION CORP. 170AL WETLANDS 6. PERVIOUS PARKING AREA PA VEMENT PROVIDED TO ALLOW RAINFALL RUNOFF TO P£RCOLA 7E 710 WA R TABLE "BOAT YARD" DELINEA TED BY 4 _�.,-, 7BULKHEAD DEMILS PREPARED BY COS7ELL0 MARINE CON77?AC77NG CORP. (SEE SHEET 3). I + 4.4 J.M.0. CONSUL TAN IS PROPOSED DECEMBER 11, 1999 ROCK 8. ROOF LEADER PIPING TO BE 6.0 PVC (DR-18) AT fr SLOPE (MIN). I I I j I REVETMENT/ 9. NO BA 7HROOMS PROPOSED IN GARAGE/STORAGE AREA. + 0 (NO WELLS / POOLS WITHIN 150 ) SAND DUNE CUTCHOGUE ' HA� H.C.NG O O i.-� PARKING ""�'- BOR SIGN 2� FENCE TO o 3 2 O ""''JC 4.4 5.f' f s CON77NUE ATOP Tw 7.00 Tw 7.so Bw 3.50 BW 4.00 7.6 ""�- CAPE GRASS N TAX LOT 31 RETAINING WALL R + LAND NOW OR FORMERLY OF I II ,`I , I `' G 900 GALLON 60 0, �1 pA KN 5 SEWAGE DISPOSAL SYSTEM CALCULATIONS TOPSOIL & SEED 80 STALL G E O R G E 6c L A U R A MAUL I , I _._ G SEPTIC TANK Bw Z eo P F _ ,, PROPOSED O FICE If � SEWAGE DENSITY CALCULATIONS: I II Z +74 S INV- 5.52 ABOVE GARAGE/STORAGE AREA o f200' x I 1 43'00 (GFA = 1,800 SF) �' .� f? Vo • ALLOWABLE SEWAGE FLOW : 0.49 ACRES x 300 GPD/ACRE = 147 GPD - ` O FF = 19.3 +:.1 ''' 47. DUMPSMR D ,� I G.F. 8.0 8 PA m • • • / C I 5. 1 ' "POST I I. I ' o f0, / !/, /,', , 10' R / 'I 4'- cA D Pt ERFOR-YrZYiEN T. 5 _ + 1. C� PROPOSED SEWAGE FLOW: OFFICE" I N //, j ,//i'% 60.0', 7 PIP&(SEE DE AIL) 7.6 � + _ C � ( ) � /T OFFICE USE 1 800 SF x 0.06 GPD SF 108 GPD TAX LOT 26 EXIS77NG WELL // / / /g, ; ! CT1 AB IN BASEMENT j �F 3.27 -8'0 x 2' DEE � //� / /, ` 3 3B D m EXIS77NG PILES I -_ "I 4•r TO BE REMOVED (JI LEACHING P00 / o yieo TAX LOT- 19 << + LAND NOW OR FORMERLY OF I I �I UI ew<,ao - 4 ) " 0 7e i rn r PROPOSED SYSTEM: JOSEPH POLASHOCK I Tw760 + + r' , ' PROPOSED PER 73/` I +"VACANT" - F: 7w 00 4.1 ` ew�25 PARKING,AREA m SEPTIC TANK: 2 DAYS x 108 GPD = 216 GAL REQ'D EXIS77NG SEWAGE �0 Bw 21 TW 74° . • �/ • • • DISPOSAL SYSTEM I I +-'' '�'� ` v No 7.5 + ,ry << • PROPOSED SEPTIC TANK CAPACITY - 900 GAL (MINIMUM SIZE PERMITTED) i I 9.50X ' ' 7C 750 . f' .17.* Bc 700 LEACHING POOLS: 108 GPD/1.5 GPD PER SF = 72 SF REQ'D 1 USE MINIMUM ALTERNATE SYSTEM - 5 - 8'0 x 2' V.F. EACH I I +_> "OFFICE" I CGS �F.4+ IK I -, v < . 1N1 EWS77NG BC 760 `1 I i •� F�TRANSFORMER �X L � v LEGEND ' -y CAPE GMf RASS LEGEND EXIS77NG WELL , TO REMAIN_._ II BEACH CRASS IN BASEMENT I --- --I r�L-� �I' c' =--"' ' + 4.6 3. X CAPE AMERICAN X PROPOSED 7 e \ Xl N PROPOSED I BEACH GRASS - 'I.:_ , ')• � WELL _>. , I + 3. 3. CURB I +3.5.5 p O /A\/ � 83032 O w �� oO .09 -0.7 EDGE OF PA VEMENT - - I I S v ,• s Pp T.B. 4.2 r + • EXIS77NG BULKHEAD TO BE CHAIN LINK FENCE ---- --- X 3.41 -- : ,5 D -+ 1.6 REMOVED & REPLACED 3 • WA 7E•R MAIN w �T.B •✓..�):' £X/STING C + - FENCE TO 7 ------- 'STONE �£ ) 3 GAS MAIN - G CON77NUL' A TOP T.6. 4.�)4 m' BULKHEAD N111611111111111111111 790 --- - �J T.B. 4.F 5 OVERHEAD WIRES - 1 `J� >> 3 + �, �1-r + ' - - -:-_ _ �/I/ 3 U17LlTY POLE ----- :. ►' V 12 DRAINAGE INLET/STRUCTURE SON 1 I , _ SPOT ELEVA 77ON 4.5 JA C .4 I L4 WALL (BULKHEAD) ELEVATIONS F'-__ . rw 7.40 BW 3.40 (' 9' x 19' PARKING STALL '3 r "n ... son" + 1.5 T.E _r0 • BULKHEAD IROOF LEADER R l.^ a SANITARY PIPE 3.6 c ; I ■ 4 3 I.0 • S TAX LOT 22 I I 1.5 ! sEPnc TANK LAND NOW OR FORMERLY OF TOWN OF SOUTHOLD / ROBINS ISLAND HOLDING, LLC a "PARKING LOT" LEACH/NO POOL I I I "BOAT BASIN' (NO BUILDINGS) CONTOUR - 4 - (NO WELLS / I I (NO WELLS / POOLS WITHIN 150') HANDICAP PARKING SIGN _p_ POOLS WITHIN 150') I I., r T.�. ,6, I - -0.7 RETAINING WALL PERVIOUS (GRAVEL) PARKING AREA - � 4 1 + • •_ T.B. 3.40 • • I CONCRETE' PAVEMENT a I.L . 3.91 WA 7FR WELL } SCTM: DISTRICT 1000, SECTION 117, BLOCK 8, LOT 19 I4.7 3 ,.4 5 ' 5I REVISIONS 4 °J 77771 Barrett Bonacc ; I I 4.48 I BOAT 4/10/00 SCDHS, TOWN COMMENTS & VanWeel.e, P.C. BASIN 0 + 4.r; CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppauge, NY 11788 TEL 516/435-1111 FAX 516/43 5-1022 EL. 5.0 ,. MIXED SAND & LOAM SITE DATA PARKING DATA y www.civil-surve com � TOTAL AREA: 21,407 S.F. (0.49 ACRES) PARKING REQUIRED: _. PALE BROWN FINE NET AREA: 1R PRO S.F. (0.45 ACRES) BELVEDERE F'RO ER�T' R a TO COARSE SAND PROPOSED OFFICE SPACE: o EL. 1.1 3.9' (EXCLUDING UNDER-WATER PROPERTY) 1,800 S.F. x 1 SPACE PER 100 S.F. = 18 SPACEScr f m ZONING: MARINE II = PARKING PROVIDED: MANAGEMENT 1_C ,�'` ` " ' ` � •��� � USE: PRIVATE FERRY TERMINAL �J,;.•, 9 f , w WATER /N PALE BROWN NEW SUFFOLK s 0 F/NE TO COARSE SAND ZONING DATA STANDARD (9' x 19') 17 ,F �':. �i ', ' (HANDICAPPED 12 x 19 1 o ) - { F REQUIRED PROPOSED 10' LOT SIZE: 80,000 S.F. (MIN) 21,407 S.F. VV TOWN OF SOUTHOLD SUFFOLK COUNTY, 150 (MIN) 91.50' 1 yl IU rq'!• SI DATA PROVIDED BY LOT WIDTH: C�jDRAINAGE CALCULATIONS a SITE PLAN ' ' MCDONALD G£OSCIENCE ti` �� m. w. , *%'''' cv SITE OAT£.• 12117199 (READING AT HIGH 1JDE) LOT DEPTH: 150 (MIN) 207.00 f.�. PRIVATE FERRY R FRONT YARD: 35MIN' (MIN) 43.00 ROOF AREA - 1,800 S.F.CD ';rMye:M' In rn GREAT PECONIC SAY REAR YARD: 25' (MIN) 103.59' STORAGE VOLUME REQUIRED (2" RAINFALL): TERMINAL BUILDING " SIDE YARD 25' (MIN) 6.50' _ ",c;DoY�/,WW. 1,800 S.F. x 2 /12 x 1.0 300 C.F. L ;r: BLDG. HEIGHT: 35' (MAX) 2 STORY KEY MAP TEST HOLE STORAGE PROVIDED (UTILIZING 24„0 PERFORATED PIPE): LOT COVERAGE: 30% (MAX) 9% - 100 L.F. x 3.14 SF/LF = 314 C.F. DESIGNED BY DRAWN BY CHECKED BY DATE SCALE PROJECT NO. N.T.S. LANDSCAPED AREA 20% (MIN) 44% .rJ �n MCM MCM FEBRUARY 29, 2000 1" = 20' 960522A cn 0 i PRECAST CONCRETE STRUCTURE NOTES: 1. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, TRANSPORT, AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST CONCRETE STRUCTURES SHALL i INCLUDE MANUFACTURER'S CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO WITHSTAND THE LOADS NOTED ABOVE. 2% MAX• 3. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI / 28 DAY 6"l W41W4 i I STRENGTH CONCRETE. 1/4"/FT. (TYP•) MfLD£D WR£FABRIC r x IA* WDE 1-1/2'x I MID£ PRE-M0f aw EXPANSION,A7WT SA WD „ONr a (FILL W/,KYNT FJLL£R) 4,000 li CLWGY,'£7£ i R :. • ," .:'' : ,: �. j y " . r,. 4' - 0" MAX. i a " 0 6"X6=10 GA. WWM 6'H CHAIN LINK FENCE WITH ::::BA:'NKRUN'::: /, BACKF 2" GRAVEL COURSE ILL,!' 1 8' TO 1 2 SCREENED GRAVEL a a. 4) WITH 3" COVER BLACK PLASTIC SLAT INSERTS: 12" 7HICK, POURED 6" COARSE GRAVEL d ..."' "'""""' » j i CONCRETE WALL 4 000 PSI. » -III-III-I I-� I I-III-III- -I I �-III-I I �-III-III-III-III- 1 DEEP ••a d OR CRUSHED STONE BASE 6 THICK CONC. SLAB - -I �-� , �-, , ,-, , ,_- _-_ .__.__ __ ,-i , , , , i-i , ,- AT SLAB EDGE SUBJECT , n J 4000 PSI - 28 DAY SIRENGIN �i `_ s'AGGREGATE BASL�CCY/RSE I __ -- _ s'ACQ4£CAILr eASL CaVR57E TO TRAFFIC LOADS CON TRAC770N (OR CCMPACFD RCA) - - --(OR COMPACTED RCA) JOINT. / i-1 I I--!11= I =-1 -� __ 1=I ! .--I I_.__I I -1 I I- _ oNLY - -_ C M/PACIED SU860RA0£(B A/IN) -_ _ _ _.__ CANPACIED SUBMAD£(B All I_t _�-- III-t I I-I I - -_ 4 PVC No. 3 BARS 9" o.C. _ THROUGH 8" COMPACTED. :. %/ -- =r-- 11 = - -- WALL. (5' O.C.) .� 1�_ 0- GRANULAR SUBBASE GRAVEL PARKING AREA FLUSH - I_I_ J I I -"- 12 No. 3 BARS ALONG it SIDE OF WALL. EXPANSION JOINT CONTROL JOINT EDGE DETAIL 2' - 6" SI 71 � 1/ 77 ,T -7 � 7, L71,;7 , 1 ll -lam 1771, NOM SUBGRADE SEE PLAN VIEW FOR ALIGNMENT AND GRADING INFORMATION. CONCRETE PAVEMENT % No. 3 BARS, 9" O.C., FORMED CONIRACI)OW 2'?' '� ? 3-;/3 BAR JaNT 20'MAX. O.C. % 3' - 6" LONG. N.T.S. (ALL WALLS). PERVIOUS (GRAVEL) PARKING LOT SECTION CONCRETE DUMPSTER PAD NO 1FS.• 1. SUBGRADE MA Y CONSIST OF NA 71 VF MATERIALS /F FOUND ACCEPTABLE BY 7NE ENGINEER. - , N.T.S. N.T.S. SUBGRADE TO BE COMPACTED TO 95.E MAX DRY DENSITY. 2. SUBGRADE TO BE FREE FROM DEBRIS AND UNSUITABLE MATERIALS. 1 _ p» 5 No. 3 BARS N07ES. 1. SUBBASE MAY CONSIST OF NA 17VE MA 7FR/ALS IF FOUND ACCEPTABLE J. JOINTS TO BE INSTALLED /N ACCORDANCE W17H STANDARD PRAC77CE AS ' BY 7NE ENG/NEER. SUBGRADE TO BE COMPA07ED TO 959e MAX DRY DENSITY. FOLLOWS 1 - JOINT SPACING NOT TO EXCEED 10' x 10' J� _ F0077NG CONS 7RUCMID ON r - JOINTS' TO FORM SQUARE PANELS WHEREVER POSSIBLE PLAN 14EW 7WO TON UNDISTURBED 2. SUBGRADE IS 0 BE FREE FROM DEBRIS AND UNSUI TABLE MA 7T'RIALS - FULL DEPTH ISOLA 170N JOINTS TO BE INSTALLED A T ABUTTING OBJECTS WALLS, ETC. III -III- - = --III ( I=--III-III=-=III- ( ) -- -- -: - -- - - - BEARING SOIL. 4' - 0" a 1/4"R 6" NOTE: RETAINING WALL TO INCLUDE BRICK FACE AND STONE CAP. G R A D 610 PVC CONCRETE RETAINING WALL y �` +�•8 (EXIST, SL, ROOF LEADER 6` REVEAL NT5 1 CLAM,' 24 N-12 5' 25' S' d (o"¢ PILE (g'o.c� REDUCER a H AP21 CCADMAN WADS AMH W s•v . 8 c�) o.0 24" N-12 a V Q R-rI GAL DEp Dn�AN 90,ELBOW AM LW vA,e l E s 24" N-12 9" MANIFOLD TE£ }SHOR='GU/RO 5C0 vl'NYL sHI-LONG ao r ronl HANDICAPPED t CONCRETE TO BE 4,000 PSI S7RENGTH AT 28 DAYS, PARKING AIR ENTRAINED. ONLY 12' PENETiITIcr� (rr<�!� >r%'� 24" N-12 90•ELBOW 2. EXPANSION JOINTS CONSIS77NG OF 1/2" PRE-MOULDED 7RENCH 24"N-12 PERFORA TED 017UMINOUS JOINT F/LL£R REQUIRED A T 20' CC. SECTION - DRY, TYPE BULKHEAD BOUNDARY PLAN LA7E-RALS (TYP.) ' GRAVEL PAVEMENT --� CONCRETE CURB H.C. PARKING SIGN CLASS l OR 11 BACKFILL MATERIAL N.T.S. � TO 8E PLA,JTE7'vvt T H =_ CA,J V � v` v�tJ.� jv�) �7' c..>,_'C.)•:.. �����-. GAP A M E R t 1= f. Y R Z LOCKING CAS77NG �� �,. :.- BEACH Gill $'-10" C,.G. {�` /-o' ) o ��C��.��'C', > ,I }r,i j, -�.)'-!(�` w TO GRADE FINISHED GRADE (EL. 7.4) FINISHED GRADE (EL 7.3) NCB AR A 15 _ _=�- - ln- PRECAST REINFORCED R 1' WIN) CONCRETE COVER C L. �.9\ _ c N 'fMAX) CHIMNEY I' MIN. I, `.E L '.e � ,`�tj�• r:`>+ . 'i , _ ; 24" MIN. 2 MAX. VEGETATION " R - R _ , MA; I' •' 24 ADS N-12 (17P.) / // /\/%(/� » " /4 » 20" MIN. R 4 » \ y\ \j\j\\ 36 (TYP. 24 R ��\\� \/\\/\ `� 0 1 4"PER P � o ENTIRE POOL TO BE ,(l� -1 12 (MIN.) ry ® 1/8" PER 1' SACKF/LLED WITH CLEAN - .. e .. SAND & GRAVEL 01\� >. INLET (IN 5.42) o - - R OUTLET - - - - - - - (3' COLLAR) PROP. I h -2% TON F_OCKIS - _ 1NLET (INV.= 4.77) i - a.o AMHW 1/8"PER 1' N. DROP "T" (INV.M/4.92) (BOTTOM EL, = J.1) I N R 4" MIN. NOTES• , 1. ALL PIPE TO BE 24" N-f2 PERFORA 7ED P/PE AS MANUFACTURED b 11 GROUND WA 7E"R 2 MIN. 5 A N P 0 U N E ROCK RR E V E-F M I N T BY ADS INC. OR APPROVED £OUAL. - 2. INVERT EL£VA 77ON = J.75 J. USE A CLASS l DR 11 MA 7E'R/AL FOR BACKFiLL WI7N VOID RA 770 OF 309a �� D I A. SANITARY LEACHING POOL a 3' 4. SHOP DRAWINGS FOR PIPE AND BACKFILL MA7E`RIAL TO BE SUBMITTED FOR APPROVAL BY ENGINEER. o f I o 5T a 1 NG E R5 5. INSTALL IN ACCORDANCE WITH AS7Y D2321. 8' (x 4' - 6") N.T.S. I o � V E RT I G^L P I L E 6. WRAP PIPE WITH F/L TER FABRIC (MIRAFI 140N OR EQUAL) g a a V CORRUGATED POLYETHYLENE PIPE SEPTIC TANK SCTM: DISTRICT 1000, SECTION 117, BLOCK 8, LOT 10 STORMWATER RETENTION SYSTEM (900 GALLON TANK) REVISIONS - _:,r Barrett Bonacct By ev BV 9 gV N.T.S 4/10/00 SCDHS, TOWN COMMENTS I d x 1 O" 5T RI N G E IDS -#-----G---�`- IC;i BATTER PILE ` C ,�. � & VanWeele, P. � • 5NORS GUArZv 500 _ VINYL CHI-ATHINS 10' MAX. 10' MAX. I O F VIEW G LINE POST 2 1/2" O.D. W/CAP CORNETOP RAIL (/NSTA�A ONYPICAL F0 OR IN 7ERMEDIA TE�BD )PUL OST o �' �' 3' O.D. £ND LINE POST (TYP) TI M6ER VINYL JETTY Posr CIVIL ENGINEERS/SURVEYORS/PLANNERS Y�: ;'; >' y ;: ;' 175A Commerce Drive, Hauppauge, NY 11788 Y TEL 516/435-1111 FAX 51G/435-1022 0 1 5/8" D/A. 1 5/8" D/A. ,/ 3/8" D/A. TRUSS www.civil-survey.com { BRACE RAIL - BRACE RAIL m TE-NS/ON ROD CrxlsY �L ' +�'L) 3/8" D/A. TRUSS �RE BANDS ---STRETCHER BAR BELVEDERE PROPERTY I SNOR�GVI RD •SCO ROD x IC" STRINGi I ( VINYL SHEA•THINC7 " ;<' �, F/N, GRADE o VARIES SECTION I _ MANAGEMENTw .�C C1 IG y� VSAT.PILS 1 n - NEW SUFFOLK c I I .:III-III-III=1 r r o -► e' e R TURNBUCKLE III-111-III= 1!I TURNBUCKLE .t. i o.o �1MHW R o o R KNUCKLED TOWN•„ ' ".I OF SOUTHOLD SUFFOLK COUNTY, ' I' U FOR ALL FENCES `O I 1 o SEL VA GE _ _... "� N FOR ALL FENCES DATTERPILE HIGHER 7HAN 6-0 LESS THAN OR (FOOANG EQUAL TO 6-O" " j• " I,`.` x °^ CONSTRUCTION Ship ' l n D/A.=12") (F0077NG D/A.=f0) Ll DETAILS �� V TERMNAL SEC T10N LINE CT1ON -� OR CORNER SECTS PRIVATE FERRY c,, P R E P,� R J B Y �T nFI LUTN",0 RMISOF n „1,,, r. , r, ,r TERMINAL BUILDING ri GCS T c L LG v1p,RINE CON"i R.�GT1 NG^ Go-F�' • NOTES: A rCrh!SED PROFESSUP„v t-�,.i,.!!;• 1. ALL FENCE FABRIC, POSTS', RAILS, BRACES, FIT7TNGS, ETC. SHALL BE PVC BLACK I rnr:nnvrr �In� :,r,;1 ,; v 7\ •I C. P'C x. ? I a-V C-REENPOR it N`{ I I:44 (/!II(atl;r!N IillP. I', il,l n, >orn� nnv,F. 1 n r 1 - s' ` I I a �'-O CHAIN LINK FENCE CDA 7E-D /N ACCORDANCE W77N THE TOWN OF SOU THOLD STANDARD SPEC/FICA TONS. J 2. ALL FENCE FABRIC SHALL BE 9 GA. GALVANIZED WIRE. POSTS AND HARDWARE o N.T.S. SHALL BE SCHEDULE 40. DESIGNED BY DRAWN BY CHECKED BY DATE SCALE PROJECT N0. o viEw. .3 ALL CONCRE1Lr TO BE 4,000 PSI. MCM "Cu FEBRUARY 29, 2000 NTS 960522A TAX LOT 78 LAND NOW OR FORMERLY OF LOVE LANE ACQUISITION CORP. 4.08 4.09 3.78 + 4.4 ` 3.59 3.69 t BLKHD. / 2.5 ' 3 N I 5" 2 07-00 FL f 4 _S ON LINE • '^� 5-6 3.5'E N 83 32 05 r4 4 3.45 GATE- GENERATOR 4'0 X 3.80 D ,n + + 3.6 O 3.66 FE NATURAL GAS/ V ® �_ 0.6'S PROPANE FUEL ;0 - 12.3'- + 4.2 O I 'O o ul O RIM® Oiy r� = O 31.3 • 3.t ' FRAME +5.4 4.4 m T12 R 3 s 1 STORY •r SHED FRAME + O = BUILDING �� X (n .66 + 3.27 `n D I m ' O�/3.a6 TAX LOT 19 >Ul �`3 45 . +a.6 Im .Zml ' r m E �- a 1 X r l ' Z 3.3 3.4 + f 3.2 M • v r m TIDAL WETLANDS DELINEATED BY / / + C) J.M.O. CONSULTANTS DECEMBER 11• 1999 C a y 3.65 + 3.12 m Z 3.36 0 .q 4.4 +5.0 X !_� Uri + TRANSFORA'_� ON V'� STORY + 3.8 BULKHEAD zFRAME 6.g WOOD PLA"=ORM 5.0 W FE m x + STONE BUILDING ' r +6.d FE JETTY K 3.3"E OWE . Orn t. 2 } .6 ATE -� - •+4.6 x+3 S GATE ' O 3.04 4-2 X ,�. �Q�( T.B. 5.24 X a �al::D ) z T3.53 89.00 I /V .1 O • .5 3.7 3.2 3.55 �7 S 83•32'05 4.OS'S T.B. 4.25` � �'-- 3.41 S 0.9 • �r 1.6 \ 3.43 - 4.6d 2.70 i s.tg tNOUs RETE 75.2 T.B. 4.32 +3.33 4.o2U, BI RAMP CON N 7 • 4 T.If 4.64 = s KSON + C) 4.66 3.62 �R 9 47'SSJf 3.50 +3.45 3.58 J AC + 4.56 11 C[3.2 w 3.79 . fVJ [ Ao�i STREETO & S sA, 4.4 DFiEN7P. FE O• F S 833 3-61 GATE q'7 0.2'N 0'55>rs c 3.48 +3.54 + t F F 4 q C } t.4 3.63 X ON NE / 0.1 + "'9.00f I 3.9 ' w n }1.1 3.9 3.t � } 1.5 T.B. 3.90 • cu oz 3.62 � 3.54 ` .7 / REMAINS ES THROUGHOUT &�� +o o (/1 HARBOwoo R 3.5 + HARV 3.84 P I + �3.68 Y + +7.6 + 1.3 O / . 2.8 / + +O.O ,.5 •v N• DILAPIDATED WOOD BULKHEAD O N + & PILES ' O � D 0.2 T 1 STORY' o j `_' 3. W°oD N 86.24'15" i 3$.31 ' +o.o • (1) B O /`/ A MASONRY T- 3.86 5'4 RAMP T.B. 3 I .76 -O 7 +4 BUILDING .34 L� O D ' 4 .17 + � 3.82 4. 4 2.50 IT.B. 3.40 0.3 r.e. 3.37 FLOATING DOCK BA S / N 4.73 TELEPHONE O" X 3.5+ RAMP , r.B. 3.91 °" 35.00 •S8 4.05 3.5 S 05.12`05" W D ' +0.4 ' � . ' .48 5.6 4 q' FE 23.00' +0.2 D +4.61 0 + a' � 2 E egefz S 46'42'05" W 4.68 Zm P O _ O D RAM 4.0 + 2 8 z O (n N m m � Z 5.5 t D ► m 1 8E S 13. 75 E �D ` REMAINS OF \ 0.2 I L.d7 4.54 `1I BULKHEAD + _11 v +a.74 * +4 O 6.2 6.4 SO D oZ - �� O. + Zo O � N 5x1 + D > .7 ��' FE T.S.7B 4.65 O p_ �O 4.44 2.9E V 1 'X 5.00 4.85 + ' + 6'8 r.e. a.65 REMAINS OF �\ � 4.94 BULKHEAD o PR°*N ENE / 2.1 + \ PP / �R 0 2.7 D 4.48 O P + o tGN M 4.57, O + 7.0 T.B. 4.65 / 3.7 `. \ +.o p� OX\l•APj�N 4.76 7.6 R / O 4.83 5.06 `1 \ 1� PPP D + FE 6 8 T.B. 4.65 4.4 + 5.2 O.5'E ! \FE TAX LOT 20 S7S +3.8 +/2.0 2.9'E } 5.8 4.6 D 6.7 + +5.4 5.9 O 6.9 D U N t O � 5 1 •- O -0 (n 6.6 S�� 1.6 + A C) 67 6.8 58 ^ 5.3 / O 4.8 4.8 / \ 6.0 + 64 5.5 n p \ SNOW FENCE .4 ' OD 3.4 4.4 Q O Z 3.5 + + 3.1 3.2 2.8 2.9 2.9 3.2 2.8 3.0 3.1 O 3.2 3.1 -. Q S / +2'8 TIDAL WETLANDS DELINEATED 8Y J.M.O. CONSULTANTS DECEMBER 11. 1999 FE + D .2 O ' 0.2'E ' _2A . 3.2 `a.t / APPROXIMATE HIGH WATER LINE Q 2.2 \ 2.5 / +2.4 + ` + O 'PRIMATE + -_ t?s-.4 7 �45 ss •r_ SHORE LINE +2.2 2.6 � O h (TlE LAVE) - ,� rO-a / . 4. 74 . �/•per N BAY PECONtC GREAT TAX MAP No. DISTRICT 1000, SECTION 117, BLOCK 8, LOTS 19 & 20 REVISIONS Barrett, Bonacci a & VanWeele, P.C. LEGEND NOTES 1. TOTAL LOT AREA CIVIL ENGINEERS/SURVEYORS/PLANNERS EDGE OF PAVEMENT TAX LOT 19 = 21,407 SQ. FT. OR 0.49 ACRES 175A Commerce Drive, Hauppauge, NY 11788 x CHAIN LINK FENCE TAX LOT 20 = 35,375 SQ. FT. OR 0.81 ACRES TEL 516/435-1111 FAX 516/435-1022 GUIDE RAIL W 2. ELEVATIONS SHOWN REFERENCE U.S.G.S. DATUM. WNv .civil-survey.com O OVERHEAD WIRES Certifications inccoted hereon signify that this survey was prepared incardcnce Kith the existing Code of Practice P R O P E R T Y for Lar; Sarve< _copied by the New Yak State Association of P•c`essionc: Lcnd Surveyors. Said Cerbficctiens shall UTILITY POLE TEST HOLE o^I, to the Gerson for whom the survey was prepared" SITUATE N.T.S. a c- his benaf, to the title company, governmental ]genC, and le-c�na institution listed hereon, and to the GUY WIRE ass;-=es of ;-= lending institution. Certifications are NEW S U F F O L K EL. 5.0 MIXED SAND & LOAM ^ot trc-s'ereo e :c ca ns itu subsequent �- SIGN 1' a.ne•s. = ; t Unauthorized alte,.e ion'or addition•to-asur'v,yll,Np cring PALE BROWN FINE a licensed land/suiyeyor's seal is.aviolaton-gf�se ion DRAINAGE INLET STRUCTURE TO COARSE SAND 7209, sub-di v o-L,2, of the New York StateEducatioa L\- TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. !f - , EL. 1.1 3.9' Copies fromfthe:onginal,of this survey map bat;marked SHEET +3.89 SPOT ELEVATION with an original of,the,land surveyor's embossed secl'shal not be considered to be a true end I'd o of th � G sane T.B. 4.25 TOP OF BULKHEAD ELEVATION � J>n. t TOPOGRAPHIC WATER IN PALE BROWNY 1-17-7 ELECTRIC METER FINE TO COARSE SAND .47 OF SURVEY _SC_ SUBMARINE CABLE )N ;t-aofNr5 IS II L-i" 0 1999 B B V..P.a DATA PROVIDED BY MCDONALD GEOSCIENCE DATE: 12/17/99 SURVEYED BY DRAWN BY CHECKED BY DATE SCALE PROJECT NO. 1.1AT.IX: T'�OG=APHIC CW RAH DEC. 12 VIEW: PLC , 1999 F1"= 30' 960522A - , 'LG>-+�'M•h:- .c p... ..i+ ..Al••3 sYw..x3Y.c`:.,.., ,uk.v.•.a.-_✓a.a:..-r .- .u......,.K.a: O( .5+atS<, r-ttn d{,-r.vP.s,d++Y.1. _. r ..n ♦ � .,., -�+a .: -r.. + s,yk,.S:^ha4YAAYfw.-.i: .•;•• -N'C'_ +. . = .. K. •. :^� :.,+•:'+4+-:F..ems.-..Vt +'M4.^ Y:4r`•-:a.+^.v -. -. _ .. - : s 4 n.#/�f�Y. «Yfi[4t- .�,�y;..-. trta! wY'YWYa^ }'s�yAf�i _.._........ I - _- '- - _- -- - '- ._. .._ ..- - -- - - - -... - - - - - -- - - - - - - - - - - - - - 1. �:'`—:•_'���--_— _. 1 II I� _I! 1 1 . I — — —_- GARAGE / STORAGE -— Lim TEL, / STORAGE ------- ---- -- 1 . —: Lij1'I! I is t ci zI' J. rq LEG I I 1� -- I ' '1 � 11 I.I 1 I' I I. 1, Ilt, 1I rl I...:I 1 .I i ,f ----------__••_._'- � , -•- � n•wweYarkWa+Yw2._�••6' U I ,:J� IJ'CI} ! L1 111 ,'lf I It 'If� i•. . ' I J,' ! `' ' -------- f. 111J.14� I!t'l'[J! 111 III','t'!I!I!yI;II'(1+'L�'i:�r:'f,tJ'•''I 'Ii� 1 �� 11 7 h JJ Iii t l,f.l' (�i "I'l 1.1. i ,l J.i 11.1 ,I.I J',1 LL..:.!;.. a'i.;',I' `t L.• L LLJ I' 1.1'11 I',Lil�i I' I Lid !'. C I I. .I i I,,! 11 ! 31 't' Ii, I{'I li'�J (ALIT'I!II;I'.:ILI'11,�,'i:!,I,'.'i'i{,I'l"1. '!�I•'ll''t'i( ;.':�i': ,i; i•' --- --•-------•__ ' I.' lil"5'JI1'::Il:til l:ti.Jl'llll ! — — — — .. y I I h i i I I 1 1.,1.`; I r 'W I t(' ! I r! " J r S� l l I — — _ R C HMI T C E�( C �- W I L L I ) L I N A I A i } rs..aa:a.wr;"r F-1 10-1 TECHNOLOGY DRIVE SE;fAUKE:,f, NY 117.i' 1 - -- -- I VOICE � 516—E�39—&350 DATA � Slfi—(89--BLS„ IN ... .._.......... . - _o --------------o-----..._.....------o----- — li {- --- : .. _._ _. . ._. ..._ .... ._. _.- -- _. -- -- -- ._. .-- - -- -- --- -- - -- - - - -- - .- -- - - I-J ELEVATION 4 SOUTH SCALE : 1/8' : 1'-C' 1 I i ! i I i I i I i ! i NORTH -, CONSULTANT: 1 FIBSPLANLOY . SCALE . V8' • 1-0' ��' ';5 1" : I Z9 9 - �,1, II I 10 ' DATE SUBMISSION I ,1. I: �I�.* _—_ I ,:.' i''' 1; I:�I j r•- --� ,,i i'I II(. ,i' i 11, '_-- - '_-______—___._"_'._-..-...__-.. ... ......__._ • I i '.lip II ,1 _ 1 01/06/OU ISSI IE D FOR �•,�CIF�•°tf 2 01/10/00 ISSU(_D FOF, F.EVIE!`d KITCHEN U !; 3 01/21/00 ISSUED FOR I VIl�U II I I BATH BATH : .. ,i. ,�;:,: .�I1I:ri,!\'._I '�!�i n _ -- -----'- ___�-------.. .._.-_ . . . - �-- I _- '' tt, !.i' ,!i I I J � 01/2�/00 ISSUED FOR I 0 II i 1 II I OWN DOWN o L c7 cx) , 1 ,;✓- '►- ===- 5 EAST ELEVATION C:' cv I I I ; _-�__.#---• CONFERENCE �u II i ' -- OFFICE i .I _ 'I SCALE : 1/8' : 1'-0' _ KEY PLAN - _ 9' -3 10 -9 Ir ill -- 1' 3 —92 Il 1 .�l_. !'IEl r ' Lu _... _ . . . . MB NORTH ,r.. ''; ''!'' !�''' �i' ,;' ' ' I: — i ' I II'1I � +i l Ir F5, ' � Barrett , (3()I �acc� I 2 SECOND FLOOR PLAN SCALE . V8' f-0' 7 17:)l1 �'OIIIII1l'I'('l' E)I I\'C. I lilll(III;IUL'C. �'� I I ('i I t .:'}.+: i{.. .:3'i::•r.:•:,5.• •��.. :•�., r:rf.,. :. t: a , .r.•i{r:;•';:`:'.' - r : .r•,'f•`'�;3::' i t I ;i{1{, :•�;•�`::fl•. .;. ap:� .r:�:.• .r � � (!f�'•• , i I :,:.. .,.,. ..,:..:;:::�°•'.:�:�:•, ;... ��.;�:�::;'• ::��. ,t J r.:•::�•:::':• �I'I:I. ;)I�;/4;i:,--I I I I I�:\\ .)I /a. I ._.. .:�''� , i I , i , ! •'r�;:::,tl:t�,:;..:..�?i:ir::.'},'•:rr:•;:•r';:;::•�.:.•�., ;,..i.•.i.y�•:;:.i.:lr:' .'t�+:••:'�:t:' i i � !;` i I 1 •�.;.�: :':,'•:!': :�:::•::?•�F:'"' f• I s I t •rr,�ti:}}.: �1 t ��: :'{•. ,t; ;�''I�:{Y:•�:;•:;a!�:�:•:;:(�'. •:(:('.; ',;1{;:1;:L;_s y , � \\\V\\.l'i\'II II�\'l'\'.C'OI11 I i , i 1 i i NORT� ELEVATION I s 1 1 0' .•'i�, it � •: SCALE ! c i I 1 •1' .i .MANAGEMENT. .A ,C E I I •';�'•I•'• PROPERTY AN C 3 F VFDCRE PROF ER M , i I P _L I I, I 1 i ! , li I •�•» I , i s } M. I ! 1 � I I l , •5 u=. I tl J •1» i I I i ja7 •1'' 1 • � j � I '�,'.' ' qq i �•r'. tih k i r' r; I :I r 1y FR�•�;�• VAT P i :t i I �� i I ,. 1 ! i1 TERMINAL QUILDI�, _. 1 7 1 i '•*' � t 1 I 1• 1 I l 1 .I'• i' ','• nl• I 'i• •1.' I t •i'. r _... / - - � I T Tf I FIRST �1" S S _ 'i 1• / r �. .M M I W F K -- F �— N SU O r• :' 1 I i 1 j I � j � 1 .f I' I 1 � I I '1• 1 t 'I l I � ' ...,. i I 1 I J ;, I I '!' i '1'fTl_E�1 II 1 1 i 1 I 1 I'I I i t'1 ;li i' {J f I I ! I :I• i .'i'• i i '1 !i 1' 'i''i�' ''I' i I 1 n" I I I I 1, f i P I h' 1 1 'I I ) '1 I s •r I r I I 1 � 1 i 1 i i J I I i I I I 1 l i 1 'I „ 'i .;i• III E �'' >L SCHEMATIC•I l I I k 1 i I i I`•'.`I i!I :1 l.• ,I I I I i i t .1 i is f p I • I 'l. '�1�'. EE 1 i i :•{:. i ! :):;:,':•,. �'h C it ,i .I' i .{ ! ,',,, t t t 1 .v:,JSr::;:ttta': I i I ;c•::i 1 1 f I , 1 i I f { , ::Y. • ,, I 1 , .;'1,'•..J..:.3••. I l i !I !1 �:t.!,�YI i i'. I 1 DATE I TtOJ LC I' NO. 1 \ j , �, hi, I, ll '111•: .1': .',1 .1,..,) ,, i i, :'!�:'i:'�':"if•:: nil ! ..,' : ! ! '' ,( 1' 1'; I ,'III :',.i�L. ',; •',+;;'' :;�:':•. .;4i4, '��� SCALE: DRA",VING NO.: f '' f'.J.i' 1 i '.1. :i :J. :i:. tl. J I: .,' t—�! ' .:::t'• r 1/4' DRAWN BY: I � I I CHECKED BY: SK - 4 7 WEST ELEVATION 3 ROOFPLAN -. — —._.. NORTH SHEET NO.: - - 1 SCALE : V8' • 1-0' - ZONE R-40 RESIDENTIAL LOW DENSITY AA KiNG ZONE HB - HAMLET ZONE HB - HAMLET ZONE R-40 -- '~-"'-'-~' DENSITY AA 500' RADIUS OWNERS LIST dOAN B ROBSINS PO BOX 147 NEW SUFFOLK NY 11956 117--08--009 ANDREW D ~c JACQUE L UTERANO 1749 GILDERSLEEVE STREET MERRICK NY 11566 117--08--010 MICNELE ROUSSAN 4455 DOUGLAS AVENUE APT 12C MICHAEL J KARG, JR ~ MARGUERITE HARDER--KARG 18 LYNSROOK AVENUE LYNSROOK NY 11563 DENNIS ~ DIANE HARKOFF 117--09--024 JAMES F ~ LAURIE HAEFELE 30 LUYSTER STREET HUNTINGTON STATION NY 11746 APPROVED BY ~ PLANNIING BOAED I SUBJECT L TOWN OIF sOUTHOLD F~NE R-40 . , PROPERTY [ D~-~ / TAX MAP NO. DISTRICT 1OO0 SECTION 117 BLOCK 8 LOTS ~ & 20 ..~.~o~...~,.~ - ~ Barrett, Bonacc] ~ A Y ~ : ~ VanWeele, P.C. II / ~ ~ ~o TEL 631/435-1111 FAX 631/435-1022 RESIDENTIAL LOW DENSITY AA NEW SUFFOLK TOWN OIF SOUTHOLD SUFFOLK COUNTY, KEY PLAN PRIVATE FERRY TERMINAL BUILDING & DOCK WJB DEC. 15, 1999 1'= 60' 960522A r~ LAND TAX LOT 30 "-~ NOW OR FORMERLY OF ' HENRY ~CTORIA "RESIDENCE" TAX LOT 18 LAND NOW OR FORMERLY OF LOVE LANE ACQUISITION CORP. "BOAT YARD" +44 ~ 5.89 +3.93 5-6-c ~ +4.0 (NO WELLS / POOLS WITHIN 150") CUTCHOGUE +2.5 )7.00' HARBOR +5.8 +2,8 +2.4 +4.74 KEY MAP LOT SIZE: 60,000 S.F. (MIN) LOT WIDTH: 150" (MIN) LOT DEPTH: 150" (MIN) FRONT YARD: 35' (MIN) REAR YARD= 25' (MIN) SIDE YARD: 15' (MIN) BLDG. HEIGHT: 35" (MAX) LOT COVERAGE: 30~. (MAX) LANDSCAPED AREA ZO:~ (MIN) ZONING: USE: MARINE II PRIVAT~ FERRY ~SRMINAL 207.00' 43.00" 103.59' 6.50' 2 STORY SITE DATA (TAX LOT 19) TOTAL AREA: 21,407 S.F. (0.49 ACRES) NET AREA: 1g,404 S.F. (0.45 ACRES) (EXCLUDING UNOER--WATER PROPER~ WALL (8ULKNEA~) ELEVA ~ON$ +2.5 PARKING DATA (TAX LOT lg) STANDARD (9' x 19') -- 16 + 2.2 .- ~ 2.8TEST HOLE 74' ~ ~... cv MCM MCM MARCH' 2Z 2000 1' = 20' 960522A +5.2 %.O +5.4 + 4.8 +2,8 .6.9 HANDICAPPED (12' x 19') --1 +2.4 TIDAL WETLANDS DELINEATED BY J.M.O. CONSULTANTS DECEMBER 11, 19gg 5.1 · .' 2.6 APPROXIMATE HIGH WATER LINE- ' ~ ~ -~1 '~" - ~ ' ' +2.8 6.8 6.0 0.5 ~ ~ . . + 2.7 ~ ((1.~44 + 093) x 1.0 + (6,9~0) x (0.6) x 2'/12---- 1,066 C.F. L7 ~ ~ ~ 0,~ ~ ~ ~2 ~,¢~,G¢" STORAGE PRO~DED(U~LIZING2."ePERFORA~DpIpE): / ~., ~¢~-~ +~'~ ~ Barrett, Bonacci + 8/8/00 N~EC 2,0 - + +1.7 DRAINAGE CALCULATIOI~IS (TAX LOT 19) ROOF AREA -- 1.344 S.F. (C = 1.0) CONCRE~ APRON AREA -- 893 S.f. (C = 1.0) GRAVEL PARKING AREA -- 6,930 S.F. (C~ = 0.6) 3,4 8.2 8.2 +5.1 +8~ 5.5 CIVqL ENGINEERS/SURVEYORS/PLANNERS 175iA Commerce Drive, Hauppauge, NY 11788 TElL 516/435-1111 FAX 516/435-1022 www.civll-6urve¥.com BELVEDERE PR( . MANAGEMENT, LLC TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK X 'D 4,-- n //////////] a 4" I',+8.4 35.00~ ~°~ ;8.8 s s' 2'os × BOAT · BASIN · *o.~ ~,~ ~, ,~, ~p srrE DATA (~x ~o~ ~o) (NO WELLS / POOLS WITHIN 150') TAX + LAND FORM RLY OF ROBINS _ H_O~.DING, LLC (NO_ oW~1 LLS WITHIN 150') + O O 2.50 TAX LOT 22 TOWN OF SOUTHOLD "PARKING LOT" TAX LOT 31 , ~a -- ~''-- GEORGE ~ LAURA MAUL ~ J ~ o ~ ~ ~ ~1~ , ~ J,O ~, "POST / TAX LOT 26 3.2~ , LAND NOW OR FORMERLY OF : ~ ~ I ]~ ¢/ ~ ~z~ ~ .,~ ~ +~ : ' ~ * *. ~ ¢. , ¢.6, ~ ~o~ JOSEPH POLASHOCK ~ , ~ ~ ="' ~ ,~¢¢~ ~,~, , ,. ~ , 6BERAL NOTES: ' ' ' / ~ i~.. +336 ~ ~l' ~ J~ :ii "~ ~ , t I . ~ ,~ , ~,.~ ~. ~ - ~ S~NO~rAII ~ I ~tP-~ ~.~ ' -.~' 5 W _ ~.~ ~ ~lr~~ eo~re~P ~ ~.e~L' V ~9.~, W ~ r~ LEGEND ~ + 0 . +3.~a ~ [ 3.79 ~.5~ _ ~..~~ · ~ ...... ~ ~.~; ( ~ '~.~,~ ~ .. _IAUA~ t ~ ~ ~ ~ I % I ~ ? 4 ~ (~ O~AIL~ ~S MAIN ~t '--"'-'- ; + o.o h L4~ALS (n'P. FO~ ~0) CORRUGATED POLYETHYLENE PIPE STORMWATER RETENTION SYSTEM AIREA INLET CATCH BASIN DETAIL ~'.] CONCRETE CURB CONCRETE DUMPSTER PAD EXPANSION JOINT PERVIOUS (GRAVEL) PARKING LOT SECTION CONTROL JOINT CONCRETE PAVEMENT EDGE DETAIL e' ac (r~P) . ] C~RADE V/NE S~E,~m/N~ FkH mLz (r,,P) ' a'~'~ V/AtE I DRAINAGE PIPE OUTFALL 10° MAY. 2 ~/2' $/8' M,~ MA.=I2') I0' MA~ POST ?uzz) ~osr W/CAP (INST~LL41~N 7?P~CAL FOR ~) 4'-0' CHAIN LINK FENCE HANDICAPPED PARI(ING ONLY H.C. PARKING SIGN PRECAST CONCRETE STRUCTURE NOTES: 1. ALL PRECAST S3RUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERA31JRE AND SHRINKAGE, TRANSPORT, AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H--20 LOADING AT THE COVER CONOI330NS SHOWN ON THE PLANS 2. ALL SHOP DRAWINGS AND ORIEL SHEETS FOR PRECAST CONCRETE STRUCTURES SHALL INCLUDE MANUFACTURER'S CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO WITHSTAND THE LOADS NOTED ABOVE:. 5. ALL PRECAST STRUCTURES SHALL SE MANUF/ACTURED WITH 4000 PSI / 2S DAY STRENGTH CONCRETE. SCTM: DISTRICT 1000, SECTION 117, BLOCK 8, LOTS 19, 20 REVISIONS 4/10/00 SCDHS, TOWN COMMENTS ~/24,/00 TOWN COklME~TS 5/mi00 R~SmN 8/29/00 REMS~ON Barrett, Bonacci 8, VanWeele, P.C. CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppauge, NY 11788 TEL 516/435-1111 FAX 516/435-1022 www.civil~urvey.com TOWN OF ~OUTHOLD SUFFOLK COUNTY. N.Y. IJ CO.ST.UCT,O.l al DETAILS ; / 0 0 0 ~ 5AN!D DUNE SECTION[ & I~OCF, I~.EVETMENT DEPOSITIO)NI BASIN 'bECTION TYPtr.~AL I~RE. DCalNI5 5E.¢TIOI, J / .SECTIOM ~ - F-.AMP (2) · MAINTENANOE PREPSIN,5 ,OF FERP-.'( 'I:ERMINAL BOAT ISA~,IN ~ECTION P - DRY TYPE fbULKHEAD SECTION I -WETLANP TOP VIEW TIMDEI~. ~ VINYL JETTy SECTION 0 DEOTION H ]]-0- WOODWALKWAY ~ 6UAg~7 DTATIOM SECTION/ E - LOW RI~0FILE BULKHEAD o~o' I~ A lvl ? DETAIL · FLOAT P~TAIL C~O rjr--w) ~ECTIOM F - FLOAT CO81~ I O MARI~ CONTRACTI~ CORP. P.0, BOX 2124 SCTM: DISTRICT 1OOO, SECTION 117, BLOCK 8, LOTS 19, 20 REVISIONS 8/~/~ooo ¢..t.e.v.e.c... Barrett, Bonacci & VanWeele, P.C. CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppauge, NY 11788 TEL 516/435-1111 FAX 516/43,5-1022 www.¢ivil-survey.eom BELVEDERE PROPERTY MANAGEMENT, LLC NEW SUFFOLK TOWN OF SOUTHOLD SUFFOLK COUNTY, N,Y. CONSTRUCTION DETAILS PRIVATE FERRY TERMINAL BUILDING MA F 12. 2000 9GO522A LM: ,7 ZONE R-40 RESE~'4TIAL LOW OENEIITY AA 1000--117--9--20 KtHG ZONE HB - HAMLET ..sTREET ZONE I PO BOX 147 NEW SUFFOLK NY 11956 117-08--009 ANDREW D & JACQUE I UTERANO 1749 GILDERSLEEVE STREET MERRICK NY 11566 117-08--010 MICHELE ROUSSAN 4455 DOUGLAS AVENUE APT 12C BRONX NY 10471 MICHAEL d KARG. JR & MARGUERITE HARDER--NARC 18 LYNI~ROOK AVENUE 500' RADIUS OWNERS LIST 11746 HAR 0 ? 2000 Southold Town Planning Board SCTM: DISTRICT 1OOO, SECTION 117, BLOCK 8, LOT 19 REVISIONS Barrett, Bonacci & VanWeele, P.C. CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Conlmerce Drive, Hauppaug~, NY l]788 TEL 516/435-Ii [1 FAX 516/435-L022 WW',A'.C I V Ii-SU r vey.coITt BELVEDERE PROPERTY MANAGEMENT, LLC NEW SUFFOLK ~TOWN OF SQUTHOLD SUFFOLK COUNTY, NY KEY PLAN PRIVATE FERRY TERMINAL BUILDING DESIONED BY SCALE PROJECT NO x, LAND TAX LOT 30 NOW OR FORMERLY HENRY VICTORIA /-,. "RESIDENCE" TAX LOT ,31 LAND NOW OR FORMERLY OF '-----_~ GEORGE & LAURA MAUL TAX LOT 26 LAND NOW OR FORMERLY JOSEPH POLASHOCK "VACANT" OF "POST OFFICE" "OFFICE" jACKSON STREET I TAX LOT 22 TOWN OF SOUTHOLD "PARKING LOT" (NO WELLS / POOLS WITHIN 150') F (SEE O£TA +40 TAX LOT 18 LAND NOW OR FORMERLY OF LOVE LANE ACQUISITION CORP. "BOAT YARD" 14-1 (NO WELLS / POOLS WITHIN 150') N 85"52 05 E ~'~ 00' ~ 07. ABOV~ GARAOE/STORAOE AREA (GFA -- 1,800 X PROPOSED + 425 CONllNUE ATOP * ~.?:._j_.~._~ ~- ~.~ + + ~- 14/ " TAX LOT 20 LAND NOW OR FORMERLY OF ROB/NS ISLAND HOLDING, LLC "BOAT BASIN" (NO BUILDINGS) (NO W~LLS / ~OOLS W~TH~ ~o') / / / 10.5 1' M/XED SAND & LOAM PALE BROWN FINE TO COARSE SAND TEST HOLE 8lTL DATA TOTAL AREA: 21,407 S.F. (0.49 AORI-'S) NET AREA: 19,4.84 S.F (0.45 ACRE',.=,) (EXCLUD NO UND£R--WA'I~R PROPERTY) MARINE II PRIVATE FERRY TERMiNAl. ZONING: USE: 21,407 S,f. 207.00' 43,00' 2 STORY CUTCHOGUE HARBOR LOT SIZE: 80,000 S,f. (MIN) LOT WIDTH: 150' (MIN) LOT DEPTH: 150' (MIN) FRONT YARD: 35' (MIN) REAR YARD: 25' (MIN) SIDE YARD: 25' (MIN) BLDG. HEIGHT: 35' (MAX) LOT COVERAGE: 30~. (MAX) LANDSCAPED AREA 20% (MIN) BOAT BASIN PARKING DATA PROPOSED OFFICE SPACE: 1,BO0 S.F. x 1 SPACE PER 100 S.F'. = 18 SPADES STANDARD (9' x 19') -- 1'7 HANDICAPPED (12' x 19') --1 GENERAL NOTES: SEWAGE DISPOSAL SYSTEM CALCULATIONS SEWAGE DEN~iTY CALCULATIONS: ALLOWABLE SEWAGE F'LOW : 0.49 ACRES x 600 Gl=D/ACRE = 294 BPD PROPOSED SEWAGE FLOW: (OFFICE USE) 1.890 SF' x 0.06 GPD/SF = 111.6 GPO PROL=OSED SYSTEM; SEPTIC TANK: 2 DAYS x 111.6 GPO ~* 225.2 GAL REQ'D PROPOSED SEPTIC TANK CAPACITY -- 90,3 GAL (MINIMUM SIZE PERMITTED) LEACHING POOLS: 111.6 GPD/I.5 GPO PER SF ~- 74 SF REQ'D USE MINIMUM ALTERNATE SYSTEM -- 5 -- 8'¢ x 2' V.F. EACH LEGEND CURS EDCE OF PA V~M£NT CHAIN LINK FENCE WA ER MAIN Ok~RHEAD ~fRES UTILITY POLE SCTM: DISTRICT 1OO0, SECTION 117, BLOCK 8, LOT 19 I~EV[SIONS Barrett, Bonacci & VanWeele, P.C. CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Comn~erc,e Drive, Hauppauge, NY 11788 TEL 516/435-1 I I I FAX 516/435-1022 BELVEDERE PROPERTY MANAGEMENT, LLC I'lEW SUFFOLK TOWN OF SOUTHOLD SUFFOLK COU SITE PLAN PRIVATE FERRY TERMINAL BUILDING 960522A 'N LL CONCRETE CURB H.C. HANBCAPPE9 PARKING ONLY PARKING SIGN CONCRETE DUMPSTER PAD EXPANSION JOINT TOP VIEW TIMDE?-. ~ VINYL JETTY INLET (/NV,= (FOO~INS -- DIA.--12') ~" (YIN.) FLOW I e'(.4'-o") I SEPTIC TANK (900 SALLON TANK) II CONTROL JOINT CONCRETE PAVEMENT EDGE DETAIL PRECAST CONCRETE STRUCTURE NOTES: 1. ALL PRECAST STRUCTURE~ SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINI<AGE, TRANSPORT. AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H--2E, LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST CONCRETE STRUCTURES SHALL INCLUDE MANUFACTURER'~i CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO WITHSTAND THE LOADS NOTED ABOVE. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI / 28 DAY STRENGTH CONCRETE. 2 ~/2' O.D, (FOO~NO DIA.=~O7 I2' THIC~ POURED CONCRET~ WALL, 4,000 PS/. CONCRETE RETAINING WALl (cz, z 4) (a PREOAST REINFORCED 2 * ORA FEL COURSE (I/8" TO I/2" SCREENED ORA Ygl 4"0 (oorroY Ez. = 8' DIA. SANITARY LEACHING POOL SUBGRADE PERVIOUS (GRAVEL) PARKING LOT SECTION BRACE RAIL R EAR CHAIN LINK FENCE SCTM: DISTRICT 1000, SECTION 117, BLOCK 8, LOT 19 REVISIONS Barrett, Bonacci & VanWeele, P.E. CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Culnnle'cc Dlive, Haupl)aLige, NY 11788 TEL 516/435-1lll FAX 516/435 L022 BELVEDERE PROPERTY MANAGEMENT, LLC NEW SUFFOLK TOWN OF SOUTHOLD SUFFOLK COUNTY, NY CONSTRUCTION DETAILS PRIVATE FERRY TERMINAL BUILDING CHECKED BY FEBRUARY 2R 2000 SCALE TAX LOT 78 LAND NOW OR FORMERLY OF LOVE LANE ACQUISITION CORP. 32; TAX LOT 19 e 85'52'05 2¸7 +~ ~o2~ .'~ ~ N 79'4.7' jAck<soU S'I'REEI' o ~,, ~ s · , 4- a~-,~o.,~.. ~. / 4 O! N 86'24'15" 758.31' ~ 35.00' 05'12'05" W 2~.00' 46'42'05" W STONE JETTy BOAT BA SIN 485 2¸8 + $ E 4" ,,% o, 44 TB TAX LOT 20 O8 52 244, ~4' ~ 26 L6 Cut-CHOGUE' HARBOR GREAt' pEOOt',itC LEGEND NOTES: 1. TOTAL LOT AREA TAX LOT 19 = 21,4-07 SQ. FT. OR 0.4-9 ACRES TAX LOT 20 = 35,375 SQ. FT. OR 0.81 ACRES 2. ELEVATIONS SHOWN REFERENCE U,S.G,S, DATUM. TEST HOLE EL. 5.0 TAX MAP No. DISTRICT 1000, SECTION 117, BLOCK 8, LOTS 19 & 20 REVISIONS Barrett, Bonacci & VanWeele, P.C. II CIVIL ENGINEERS/SURVEYORS/PLANNERS II5A Commerce Drive, Hauppauge, NY I 1~88 TEL 516/435-1111 FAX 516/435-1022 www.civil-$urYey.com PROPERTY SITUATE NEW SUFFOLK TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. TOPOGRAPHIC SURVEY RAH CHECKED BY DEC. 12, 1999 960522A - &i-,tw-ew 0_)- _-S f —I I , I . I I I r2��'ll r4,� r�) \ ; e,,TE: �y lE.f 71�3� 11 - ( I ) " S� C�' , \' P i it -4 kt�w� kt.� ­ff=!�_ _wg�_. CC - - ' !",��"iFY BUILDING L�? .. AT 416-0 802 9 AM TO THE !_LOWING INSPECTIC FOUNDATION - T1 � 'ICED _ FOR POURED CON('I= - FOR ROUGH - FRAMING L :SSG =— __ __ — _--- - — - — ;�t3pSUL.ATI - -ems I:_ �_ ''::n, yX. : F{PJA - CONS re' $,'wa"g _r: 1-1 u .x sd g a€ L TRH�, :'SST , a #A , t CE COMPLETE FOR C. ' ~ ,. '� k �` �` y? ER II �, Il:j lFeRT\4l' �' Ar .!, REQU REMENT' 1i Y. � � I I _[A � —j- - `+ ''� u' IIID �:TE CONSTRUCTIC° .. I ,:2`r - - - - - )! S. NOT REc�'C>' . : :fon ;,GNORCONSTRUCT+D9F_.R4,'.�,s W I L L I A M F. COLLINS, AIA i� C��:n;�% U�S ARC HITEC T S, L L P ��5 ��L t-4-738--00 j�9�aC ('IS T _' - FIRST Sp-l"RE'ET zr3 5G 44- q6 0 cl lo-i TECHNOLOGY DRIVE SETAUM, NY RM V n r..-� t-%7_2_ �" VOICE : 516-689-8450 DATA : 516-689-8 459 " , �`00e,ct s4c_ � NEW S_'wU_ _`FF0L_K_ NEW YORK /! R __ l�lel'_177_-:--_-_-,, l . I fLU►J'QA�t�/i+�JlG��{� . /��"110 ,° rs'r, r^ ^n-' P.�atT iU14�I SCYl7 YY✓ 7iC Gj\f IFri f,e r .'.`'' pl;�,;,_f.. ,i !, ,,,f,^ tz WATER UM'S NEED �n� �4F �" ,�,11, TESTl�!G rE3 F0d?E COVET" ,,. ti: , ^.' > 4!A y f' '�,'' , "" ° R�T"""R \ i�; , :.\mow .'.:°�. t� f" ;' - - C., !., PLOT LOCATION . -�"ll �w7 . I e �,�! _'' .,r �, * CONSULTANT`• ...dd LLI 10, � 4 ,,f� 4 r MAP I. �:' 2 - a" SITE INFORMATION KEY , I� ,, , p r . M:H § � �; �, �,� �.'.. is !garth':F"r` f�rit f Gi�tb'' ' `i TAX LOT 18 � f ': „ �/'� /�' N83 32 05 E co 207.00 , ::. .. )Ind' . .:.. I is -ti ' +� I .. .... SCTi ! N\.../. _ _ - - _ - - 000 I I7 08 19 7[ . — — — — — — wr—r+wn� ,.:^ `4....Win- .... ........ .. :, Y3 'L,' (w8 ,,.L! �'�� � t„ � a -- { .. a..... ( li a_ E ....:::a E ..... : d, ..:.: ,, ......... ........ NO. DATE SUBMISSI .......... .. ... . . .. ON 43'-0" 38.0' i .a . . ..:. :. , :t ): ZONING DISTRICT M I . . : , 4 .: ( � ,..�ALA,. . 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M f r r ,�'' li r,� t ?: e► `L CIVIL ENGINEERS/SURVEYORS/PLANNERS ei 17 3� rive,Hauppauge,N Y :: . 5 TEL - �, 5A Commerce D 1 I7$g 5I 6I435 i I I l FAX 5 i 6 4 5 122 / 3 (l `� - . 4. 1. ` a �, t www.civil-survey.com `�i: ;� �'� , `+'mod. r," BELVEDERE PROPERTY MANAGEMENT, LLC cv z j, C� �'r <)€'S 1. ,, LIST OF DRAWINGS f f� / 4t `'— PRIVATE FERRY' N1. :i' Z r! U TERMINAL BUILDING DRAWING DESCRIPTIC� � �� J FIRST STREET NOTE:: NO: NEW SUFFOLK, NY REFER. TO SITE PLAN DRAWINGS SUBMITTED SEPARATELY ND CONCURRENTLY WITH THESE DRAWINGS FOR = 9-2486 TTTT�: �' A T- I COVER SHEET ADDITIONAL INFORMATIONCu co . LkNUAdZY 3 ��®1 ARCHITECTURAL YCD ' A - I FIRST FLOOR PLAN, SECCgID FLOOR PLAN, & PILE PLAN CD A - 2 DETAILS DAB: PROJECT No: 12/27/00 99-2486 A - 3 ELEVATIONS � DRAWING No: Ck N A - 4 DETAILS AS NOTED O A - 5 NOTES DRAWN BY 0- J. LUG C CHECKED BY ,. Q `;' N.M. � Q, i SHEET NO.: m rn ICFI . .." , . ,._.:.._ . . .... .... z _____ f AB 8'-0" `-- 2 2 13'-8 1/2" 3f-6" 3f-611 3,-6" 13'-8 1/2" - 38'-0" 7'-5 1/2" 1 1'-6 1/2" 1 1'-6 1/2" 7'-5 1/2" A B N 2 2 \ N �- ------------------ ----------------------------- ----------------- ------------ --------------- --- -i AN21 ANDERSEN - 1 I r- 1 .C,;Sfd.i.Fi.r. .•��6i-'AP�� 9k' ti Rom,,,,._Y A� l A21 ANDERSEN A21 ANDERSEN A21 ANDERSEN I SEE DETAIL 1/A2 , w i �- (2) 2 X 10 {2) 2 X 10 I -------------------------- ---- a __ _ _ _ i i x 1 MflR 3-ox -8 _ _ _ _ _ _ HD - - - - - - - - - - - - - - - - - - - - - - -'- - t HR S FD- " - -' - - LINE OF WALL ABOVE - a uwi ' 1 N `° I 4'-2" 1 1'-5" ' 6" I L L I A M F. C O L L I N S, A I A 1 cz �' 12'-3" N 4" 24'-5" U'I I r l I N � Q �'o of A R C H I T E C T S, L L P ol_ MECH. RM. 1 N ; a i ' ; 00 CD l ' N � , � � ' Q J oclo Q� �I'- NOTE: I (0 0l, - 1 x s-s l LIJz l Z 0 j �IC� EXHAUST FROM DIRECT rn -1 ��� I ! LINE OF SPLAY I ��� LINE OF SP Y 00 +U w VENT BOILER SHALL BE ------ '_ `----- 1 10-1 TECHNOLOGY DRIVE SETAUM, NY 11733 1 ; Q INSULATE STAIR WALL o�� x' CONCEALED. ' N�@ 1 � c0 ; N� (2) 2 X 10 x' I WITH R-1 1 FOIL FACE ; VOICE 516-689-8450 DATA 516-689-8459 HEADER NI i i sza BATT INSULATION z xi UP00 STORAGEI GARAGE 1 l I _ , c I r� I - - r , O O i a _.....___--- ^__ _.,.._.__...._-_.....__--------,- _-__'^_ O O O ---- -- ------- --------- ---- --- - --- --------- -------- -------------------------------------------------------------- --------- ------------------------------------------- - ---------- -- ---- " L "t W 12 X 35 STEEL GIRDER I 00 00 ! 10 j o 2 X 12 RIDGE BEAM of � d� N I 3" DIA S.S.P SEE DETAIL 3/A2 3" D1A S.S.P I i `�' N I o z,o 0 co `�' N COLUMN BOLTED COLUMN BOLTED Flo io �, 1 , ; 1 HR SCFD {L ICJ TO GRADE BEAM TO GRADE BEAM i i1 l 3-0 x -s o 0 c0 !� I � 1 (n (nj \ l w oj® �o I N; I ®,�_„IG ; \ Oi 0I C14 I l i J x' IJ WI I U w i CONSULTANT" 1 0i0 - p�0 I N Z ; ' Q, O l ------------- ------ Df Z ----------------------- o iD o,a I I Q LINE O F S P LAY ---------------------- ----f -------------------------- Q 00 �h _ c0 I 1 s " ; Olo LINE OF SPLAY ; I �'-� I I N_I© C-4 I N I Q N ! I �Icp Q a I z xl x� j \ Cn Ni Nj 1 00 xi i 00 w ' l iQ 6" 3,- " ¢ 8,_6"I 4» 24'-5" 6" 7 - NO DATE SUBMISSION _ LINE OF WALL ABOVE 1 3�1-3 4' X 9-1 4"- - - - - (3) 1-3/4" X 9-1/4"- - - - - -(3) 1-3/4" X 9-1/4" - - , - i� I 1.9E MICROLLAM HDR. I l 1 1/3/00 ISSUED FOR FIt1NG W.IP. 1.9 MICROLLAM HDR. W.P. W.P. 1.9E MiCROLLAM MDR. W.P. W.P. W.P. ! ---- ------------------------------------------------------------------ i I ---------------------- ---------.-_-- -_ ----- ------------ ---- ------------ - ----------------------------------------------------------------------- L------------------------------------------------------------------- ---- ---------- ------- -------- - J I , " r l/ 1 ff I ), I F " 9 -0 X 7 0 OH DOOR 9 0 X 7 0 OH DOOR 1 N AN21 ANDERSEN iv 1 1 SEE DETAIL 1/A2 L- ---------- ---- -- --------------------- ---------_--------------�.--_- ------------------ --� 9'-0" X 7'-0" FIELD BUILT DOOR SEE ELEVATION " 7'-3" 11'-9" 11'-9" 7'-3" 13'-8 1/2" 3'-6" 3'-6" 3'-6„ 13•--8 1/2" -` 38'-0" 38'-0" NOTE W.P. INDICATES BUILT-UP (3) 2 X 6 GLUED AND NAILED WOOD POST. FIRST FLOOR IS NOT CONDITIONED. 1 FIRST FLOOR PLAN NORTH 2 SECOND FLOOR PLAN NORTH SCALE: 1/4" = 1'-0" SCAkLE: 1/4" = 1'-0" Kff PLAN: A B ENERGY CONSERVATION CONSTRUCTION CODE 38'-Q" 2 2 BUILDING DESIGN BY COMPONENT PERFORMANCE 2'-3" 10'-4" 12'-5 1/2" 10'-8 1/2" 2 -3" ENVELOPE SYSTEM (CONDITIONED SPACE ONLY) ACTUAL P 12 r-- --� i P 3 i � THERMAL THERMAL PERFORMANCE PERFORMANCE . . �. . �. . . �. . WALLS U=0.20 r' i !,'.'.'.'.'.'GB.'.4'.'.' .'- _ . . . y. '� 1 GB 1 w i.-----.iPC 1 GB 1 `� ► CEILING U-0.048 N , . . . PC.'2�,t. . . . . . . . . . . . . . . . . . . Wit'.'.'t:.:. _ _.j PC 1 - �`PC 2 �, N FLOOR U=0.05 U=0.047 �* ¢�- ` ` WALL CONSTRUCTION FLOOR CONSTRUCTION ~ P 4 OUTSIDE AIR 0.17 TOP AIR 0,6g P 1 1 .�. :.:.:.:.,'.'.'.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.. . . . o.:.:.. . o y O w CEDAR SHINGLE 0.87 # p 1/2" PLYWOOD SUBFLOOR 0.63 Barrett, Bona,c'ci . . . . . . . . . . . . . . . . 2. . . . 1/2" PLYWOOD 0.62 2 X 12 FLOOR JOISTS 14.37 N Z U m l- R-19 BATT INSULATION QQ j '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .'.'.'.'.' 2 X 6 STUDS @ 16" O.C. 7.14 (k VanWeele P.C. 0 . " " " " ' 00 N o o - R-19 BATT INSULATION 19.00 5 8" GYPSUM BOARD N 0.4�0 T'..Q'S:. \ T.O.S. m r'.'.'.'.'.'.'.'.'� • . • •o EL. 8.14 _ 0 / • • . • c� EL. 8.81 1 0 5 8» GYPSUM BOARD 0.45 R�v I / INSIDE AIR SPACE 0.68 �r. ,ham- © 0 1 1���c, 1 -0 0 `�' `- m d INSIDE AIR SPACE 0.68 TOTAL R @JOIST 16.81 ca _. _ @@ o i� N .'.'.'.'.'.'.'.'.'.'.'''.'.'.'.'.'.'.'.'.• o N0,4 @ 12" OC X 8'-0» ROOF RAFTER TOTAL R @STUD 9.93 TOTAL R @ BATT 21.44 TOTAL R @GATT 21.79 U = 0.93 + 0.07 = 0.047 CIVIL ENGINEERS/SURVEYORS/PLANNERS � . . . ; . . . . ..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .'. I LONG AT TOP HURRICANE CLIP NAILED U = 9.93 + 21.79 = 0.051 175A Commerce Drive,Hauppauge,NY 11788 . . . � 'b'.p' . . . . . . . . . . . . . . . . . . . . . . _ O 10 0.90 21.44 16.81 © ° TO RAFTER & PLATETEL 516/435-1 Ill FAX 5161435-1022 •M. . . . . . z o 9' 9' ° 0 CEILING CONSTRUCTION CATH. CEILING G8 .5 . . . . . i 1 -7 1 1'-2 1/2 " -- C I CONSTRUCTION www.eivil-survey.com �` 8 N ° 0 (2)2"x6" TOP PLATES TOP AIR >.61 0.17 '� _ __ _ __� 2 X 10 CEILING JOISTS 1.78 OUTSIDE AIR _ .' _.'.'.'.'. . . .'.'.'.' �10 4 •�2" . . , . . .� A �',* r__ - CEDAR SHINGLE 0.8 o j �. . . ' ' ' ' ' ' ' ' i d co _ Ir_-_ _IPC71 __ ___..___-------I PC 2 o R-1�9 BATT INSULATION i9.00 15 FELT 0.06 B� DF PROPERTY MANA(J$MIIV'I', Lj,C o ;, �[.- - - -- _-�. ___ _ .� 4 1 ° 5/8 GYPSUM BD .45 /# PLYWD SHEATHING 1 2 " G 0.62 C\j1 `/✓ 1• -_ 1 t.�� t 00 ° INSIDE AIR I.68 N '2 r�-- ---_-___- -- -1_-�..!_i_ --------------- _�__-- N o 2 X 10 ROOF RAFTERS 1 1.78 TOTAL ft © JOIST 3.52 TOTAL R @ BATT 0.74 5/8 GYPSUM BD 0.45 . I I , • a a I I L__-- -- ____J o R-19 GATT INSULATION 19.00 0 „ PRIVATE I=EI��Y �_ _ _�PC 1 m GB 6 < �, i � I GB 3 �, 1______.� m GB 3 � � P 6 P 5 in P '10 T.O.S. `+. ; a r o , U = 0.93 + 0.07 , 0.050 INSIDE AIR FILM Q.68 TERMINAL BUILDING � EL. 8.14 P 9 ` 'O U) m ►- TOTAL R @ JOIST 14.63 � z T _ IV � v U 20.74 13.52 o 00 4 1/2" U «� o o TOTAL R @ BATT 21.85 -- _ > 0.93 0.07 FIRST STREET 0 N o U - 21.85 + 14.63 - 0.047 NEW SUFFOLK, NY a., c0 - O] p 0 O [Uw][Aw Eug]E"4+ UdJ[AdI 0 1 1 CATHEDRAL CEILINGS ONLY 'Owall A0 _ [Q.0517[790.97 SF]+[Q.3ZQe S]+[0,320�1.00 S] TTIZ.P� Op „ U wall 850.6v uo= 0.07 FIRST FL -Jr 1'-01» 36'-0" z Z 1 -0 wall FLOOR PLAN, � '-9" 9'-0" - 9'-0» 2'-9» 9'-0" 2'-9, DROP GRADE BEAM FOR D00 DROP GRADE BEAM FOR DOOR' DROP GRADE BEAM FOR DOOR P 18 L64 _[Uc][AcJ + [Ucc][Ac'fn SECOND FLOOR PLAN & P 1; T.O.S. 4'-0" T.O.S. , c cerl Ac •-1 EL. 8.0 NO 4 @ 12' EL. 8.0 f \- " Ua= [0.050][43 931 S.047T5881 PILE PLAN ceil PC 2 DA.TE PROJECT NO.: � - �� ... � ____� TOP �----- , ; ;.3 U = 0.048 l GI M >> PC 2 ' GB 2 I I P 1 GB 2 1 PC 1 GB 2 i 1 ceil N `` ; �� I i ; I 1,_ „ 1 % ! , `� U A 12l27/00 99-2486 cn cv ` , I I I I ` ' 16= [ fl Af[ fl] SCAM DRAWING NO.; o `� ; P 14 -- --� P 15 t-- --�P 16 P 17 `� ; fl NORTH Ug; Eb•04 40SF SQ AS NOTED a 2'-3" 10'-4" 12'-5 1/2" 10'-8 1/2" 2 -3 fl U 1 0.047 RA Br. ED 38'-0" J. ILUG 4 HURRICANE CLIP DETAIL C� cn, 3 P1L_E PLAN NOTE AND PHLEECAP DETAILS S RADE BEAM NOTE NDICATES� PILE NUMBER. V ENERGY CALCULATIONS N.M. SCALE: N.T.S. SCALE: N.T.S, SIFT NO: CD SCALE:: N.T.S. rn NOTE ALL GRADE ELEVATIONS SHOWN I OF 5 REFER TO USGS DATUM R-19 FOIL FACE BATT INSULATION 1/2" CDX PLYWD SHEATHING WITH NOTE: 15 LB FELT TO BE LAYED OVER TYVAK HOUSE WRAP APPLIED — — — — — — TOP UNEXPOSED PORTION OF EDAR BREATHER BY BENJAMIN OBDYKE INC SHINGLE COURSE AND EXTEND UP ; TO THE NEXT NAILING STRIP. 1/2" GYPSUM WALL BOARD — -' R-19 FOIL FACE GATT INSULATION (3) 2 X 6 HDR WITH FIELD FIT PITCH TES (2) 1/2" X 5.5" PLYWD 1 X4 HORIZONTAL NAILING STRIP PL ATES LA FLITCH PLATES 1/2" CDX PLYWD SHEATHING 1 X4 VERTICAL NAILING STRIP 1 X 3 CEDAR TRIM 2 X 6 STUD WALL 15 LB FELT ALUM. FLASHING AIJDERSEN AR21 R-19 FOIL FACE BAIT INSULATION R-19 FOIL FACE GATT INSULATION SHINGLE COURSE WITH EXTENSION JAMBS ANGLE SHINGLE HURRICANE CLIP EACH RAFTER (SEE SHEET Al) 1 -1/2" DRIP r 1 X 3 CEDAR TRIM AIR SPACE CONCEALED ALUM. 2 X 4 NAILING STRIP INSTALLED OVER BREATHER NO.1 CEDAR SHINGLE ROOF 1 X 6 RAKE BOARD FLASHING 1 X 8 RAKE BOARD BUILD OUT CEDAR TRIM BOARD OVER BREATHER 1 X4 CCA HORIZONTAL NAILING STRIP @ 5" O.C. 2 X 4 NAILING RAKE A A L C O L L I N R C H I T E C T S, I A , A L P SEE ELEVATIONS 1 X6 CCA HORIZONTAL SOLID NAILING STRIP FIRST TWO FT. 1/2" PLYWD CEDAR SOFFIT 1 X4 CCA VERTICAL NAILING STRIP ® 16" O..C. 2 X 4 @ 24" O.C. IN ALIGNMENT WITH RAFTERS 2 X 10 ROOF RAFTERS 2 X 6 STUD WALL I" TECHNOLOGY DRNE SETAUKET, NY 11733 DOUBLE STARTER COURSE VOICE � 5'lfi-b89-&450 DATA � 516-689-8499 ALUMINUM FLASHING '-0" SET BACK SHEATHING 1" NOTE: AS AN ALTERNATIVE CONTRACTOR MAY 1 -1/2" DRIP — — TO PROVIDE AIR SPACE INSTALL CEDAR BREATHER BY BENJAMIN OBDYKE INC. 1 X6 CEDAR FASCIA BD IN LIEU OF 1 X 4 VERTICAL & HORIZONTAL NAILING STRIPS. -, 1 X8 CEDAR FASCIA BD G ;, SOFFIT VENT 5 DETAIL 5 • RAKE 2 DETAIL 2 1 DETAIL 1 • WINDOW HEAD .�M BOARD ALUMINUM FLASHING �� ` � �� SCALE: 3/4 1 -fl = " 2 X 8 LEDGER BOARD WITH SIMPSON STROING TIE SCALE: 3/4 1 -0 SCALE: 3/4" 1'-0 2 X 6 ROOF RAFTERS @ 16" O.C. r;! CUT BACK EDGE OF SHINGLES DOUBLE STARTER COURSE ON A BEVEL ALTERNATING OVERLAPS ALUMINUM FLASHING AND CONCEAL NAILING TO FORM RIDGE CAP C90NSULTAI`Tl'� MATCH UPPER CONTINUOUS ALUM. FLASHING ROOF TACKED TO SHEATHING SET BACK SHEATHING 1 " PITCH 3/4" PLYWOOD SUBFLOOR TO PROVIDE AIR SPACE EXPANSION SPACE (NOTCH FLOOR JOISTS) 1 -1/2" DRIP R-19 FOIL FACE BATT INSULATION 1X6 CEDAR FASCIA BD 1 X8 CEDAR FASCIA BD -------- 1/2" CEDAR PLYWOOD SOFFIT (TYP) NO. DATE SUBMISSION METAL STRAPS 4'-0" OC SOFFIT VENT 1 113100 ISSUM FOR MUNG EXTEND OUT JOISTS C 64" O.C. 2 X 4 NAILER BOLTED TO FLANGE (3) 2 X 8 HEADER BETWEEN STUDS 1/2" PLYWOOD SHEATHING TOE NAIL JOISTS TO NAILER SOLID BLOCK -ROOF RAFTERS W 12 X 35 STEEL BEAM 2 X 6 STUDS © 16" O.C. RIDGE BEAM 2 X 10 NAILER BOLTED TO FLANGE 5/8" TYPE "X" GYPSUM BOARD NOTE: AS AN ALTERNATIVE CONTRACTOR MAY 3 DETAIL 3 STEEL GIRDER INSTALL CEDAR BREATHER BY BENJAMIN OBDYKEINC. 6 DETAIL 6 • RIDGE 4 DETAIL 4 �CANOPY IN LIEU OF 1 X 4 VERTICAL & HORIZONTAL NAILING STRIPS. SCALE:: 3/4" = l'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" NOTE: AS AN ALTERNATIVE CONTRACTOR MAY KEY PLAN- INSTALL CEDAR BREATHER BY BENJAMIN OBDYKE INC. ' IN LIEU OF 1 X 4 VERTICAL & HORIZONTAL NAILING STRIPS ON ROOF. NOTE: AS AN ALTERNATIVE CONTRACTOR MAY INSTALL CEDAR BREATHER BY BENJAMIN OBDYKE INC. PROPOSED ROOF CONSTRUCTION IN LIEU OF 1 X 4 VERTICAL & HORIZONTAL NAILING STRIPS 2 X 12 RIDGE BEAM ON ROOF. NO. 1 CEDAR SHINGLES (5" EXP) 1 X4 HORIZONTAL NAILING STRIPS 1 X4 VERTICAL NAILING STRIPS (FORMING AIR SPACE) PROPOSED FLOOR CONSTRUCTION 15 FELT OVER TOP PORTION OF EACH COURSE OF SHINGLES. 3/4" T&G PLYWOOD SUBFLOOR GLUED AND SCREWED TO JOISTS 15 FELT BASE OVER ENTIRE ROOF SHEATHING 2 X 12 FLOOR JOISTS ® 16" O.C. 1/2 " CDX PLYWOOD SHEATHING R-19 FOIL FACE BATT INSULATION CUT BACK EDGE OF SHINGLES 5 8" TYPE "X" GYPSUM BOARD 2 X 10 ROOF RAFTERS ® 16" O.C. ON A BEVEL ALTERNATING OVERLAPS / SEE DETAIL 6/A2 2 X 4 COLLAR TIES Q 32" O.C. AND CONCEAL NAILING TO FORM RIDGE CAP PROPOSED ROOF CONSTRUCTION /2 1 " FOIL FACE BAIT INSULATION CONCEALED CONTINUOUS ALUM. FLASHING SEE DETAIL 4/A4 FOR TYPICAL CONSTRUCTION 1/2 GYPSUM WALL BOARD SEE DETAIL 6/A2 2 X 12 RIDGE BEAM Barrett Bonacci NO. 1 CEDAR SHINGLES (5 1 X 8 CEDAR FASCIA BOARD ' 12 EXP) �,: ;''�;=�1 j �4 1 X 6 CEDAR FASCIA BOARD 1 X4 HORIZONTAL NAILING STRIPS & VanWeele P.C. �r 1/2" CEDAR PLYWOOD SOFFIT 1X4 VERTICAL NAILING STRIPS (FORMING AIR SPACE) i ,n SOFFIT VENTS @ 32" O.C. 15 # FELT OVER TOP PORTION OF EACH COURSE OF SHINGLES. 15 # FELT BASE OVER ENTIRE ROOF SHEATHING __-- 1/2 " CDX PLYWOOD SHEATHING CONCEALED CONTINUOUS ALUM. FLASHING 2 X 10 ROOF RAFTERS ® 16" O.C. 2 X 12 LEDGER BOARD FIELD 2 X 8 COLLAR TIES 0 16" O.C. CIVIL ENGINEERS/SURVEYORS/PLANNERS R-19 FOIL FACE GATT INSULATION 175A Commerce Drive,Hauppauge,NY 11788 1'-1O'� FIRE STOP SIMPSON STRONG TIE CONCEALED ALUM. FLASHING FIT PITCH „ TYP. 1/2" GYPSUM WALL BOARD TEL 516/435-1111 FAX 516/435-1022 FIELD �.' ~ 2 X 4 STRONG BACK 2 X 8 SEE DETAIL BOARD „ FIT PITCH FIELD 1 -10 1 X 8 CEDAR FASCIA BOARD www.civil-survey.corn SIMPSON STRONG TIE L�,P 1 X„6 CEDAR FASCIA BOARD PROPOSED CEILING CONSTRUCTION FIT PITCH - STORAGE 1/2" CEDAR PLYWOOD SOFFIT 2 X 10 CEILING JOISTS @ 16" OC 2 X 10 ROOF RAFTERS 16 OC 2 X 6 ROOF RAFTERS ® 16 OC _ ( ) BELVEDERE PROPERTY MANAGPMENT, LLC R-19 FOIL FACE BATT INSULATION N0. 1 CEDAR SHINGLES 5 ' EXP � I SOFFIT VENTS C�? 32 O.C. o - 1/2" GYPSUM BOARD SEE DETAIL 4/A2 FOR 2 X 6 LEDGER BOARD _- 00 -_ N - _ f�FOR TYPICAL CONSTRUCTION DOUBLE STARTER COARSE OF SHINGLE MATCH FIELD LINE OF BEYOND �_ SIMPSON STRONG TIE _I PRIMATE FERRY' 2 X 4 BRACE ® 32" O.C. I HURRICANE LICLIP B EACH RAFTER (SEE DET SHEET A-1) FIT PITCH o SEE DETAIL 2/A2 M SEE DEr 4/A2 SI'MPSON STRONG TIE (TYP) TERMINAL BUILDING W 12 X 35 STEEL GIRDER SEE DETAIL 3/A2 PROPOSED WALL CONSTRUCTION // PROPOSED WALL CONSTRUCTION Cn a _ FRAME WALL WITH FULL HTG. STUDS I - FRAME WALL WITH FULL HTG. STUDS _ CEDAR SHAKE SIDING - -I J CEDAR SHAKE SIDING FIRST STREET `° -- CEDAR BREATHER BY BENJAMIN OBDYKE INC c14 _ CEDAR BREATHER BY BENJAMIN OBDYKE INC SOLID BLOCK TYVAK HOUSE WRAP - 2 X 12 LEDGER BOARD 2 X 12 LEDGER BOARD TYVAK HOUSE WRAP NEW SUFFOLK, NY 1/2 CDX PLYWOOD SHEATHING I NOTCHED INTO STUDS NOTCHED INTO STUDS 1/2 CDX PLYWOOD SHEATHING CEDAR CUSTOM ORNAMENTAL SIMPSON STRONG TIE (TYP) (2) 2 X 6 TOP PLATE 04 1 INCH @ LAG BOLTED 1 INCH © LAG BOLTED (2) 2 X 6 TOP PLATE CANOPY BRACE TYPICAL OF 4 FIRE BLOCK AT INTERVALS SHOWN M TO STUDS (2 PER STUD) TO STUDS (2 PER STUD) FIRE BLOCK AT INTERVALS SHOWN 2 X 12 LEDGER BOARD 2 X 6 STUDS © 16 O.C. 4,-0„ 0 2 X 6 STUDS ® 16" O.C. ZTILFr C;' oJr _ NOTCHED INTO STUDS (2) 2 X 6 CCA TREATED SILL PLATE W 12 X 35 STEEL GIRDER (2) 2 X 6 CCA TREATED SILL PLATE m I TO STUDS (2 PER 1 INCH @ LAG STUD) 5 8" TYPE "X'R-19 FOIL C GYP BDE BATT (GARAGE NLEVEL ONLY) SEE DETAIL 3/A2 5/8" TYPIE "X" GYP BDTT (GAR G©NLEVEL ONLY) DETAILS i FIRE STOP 1/2" GYP !BD (STORAGE LEVEL ONLY) FIRE STOP 1/2" GYP BD (STORAGE LEVEL ONLY) p SILL SEAL GARAGE SILL SEAL -y GARAGE 1/2"ALUMINUM DIA ANCHOR BOLTSD® 6 -0 O.C. 2 PER CORNER 1/2 I D A AN HOR BOLTS©® 6 -fl O.C. 2 PER CORNER „ „ , Y o� I'lIl{-I- - CID ASC"ATIE�i 2 PR� �" NO.'.OUBLE STARTER COURSE ON 1X2 NAILING STRIP ao FINISHED GRADE �I' j FINISHED GRADE 1 /27/00 99-2486 ' =a, AS NOTEDDRAWG NO.:j SECTION A = _ SECTION B T DRAWN BY CONCRETE GRADE BEAM & PILE CAP CONCRETE GRADE BEAM & PILE CAP 0- =! SEE PILE PLAN SHEET Al T _ - _ SEE PILE PLAN J. ILLIG LO CIMCKED BY N REINFORCED CONCRETE SLAB REINFORCED CONCRETE SLAB SEE PILE PLAN m SEE PILE PLAN Al A�2 m 7 SECiTIONS SBM °j 2oF,5 , SCALE: 3/4" = 1'-0" ==- z •;Tp , .-�� ANDERSEN WINDOWS AR21 SEE DETAIL NO. 1/A2 CEDAR ROOF SHINGLES W I L L I A M F. COLLINS, AAA ARC HIT E C T S, L L P SEE DETAIL 5/A3 TOP OF RIDGE BEAM = " `- - " EL: 30.32' 11 1111111 fill ill ill Q, 14-1 TECHNOLOGY DRIVE SETAUM, NY U733 :�•.c VOICE 516-689-8450 DATA 516-689-8459 - _ _ is q- nJ ' aJv aay .(! (. BOTTOM OF CEILING .YC. �_n ..� q C.,° alnnnw r .n.` aa:Caa❑° J°'.. .( wC.,J..AJ.Jw,a EL: 25.57' a. w 1 r�It 1P P 1 q1I. P 1 1 1 11P 1 ` i I...i.---M:�•....h^-::ti-_Y-=_l:Y .5 I fill I 1 11 1 ! CEDAR SOFFIT AND FASCIA cl 00 e I ti. y y = i! ❑ I + ! {CIll I I 1 11 11 1 1 1 11 11 1 1 1 11 11 1 1 111 Ill I 1 11 11 1 1 1 11 H I 1 11 11 1 1 1 11 11 1 11 11 1111111 11 1 11 - =mn:r.e -r,:.'w - we•, a:i-vn'.w5nv i. � 11 ` a• mn ` veea M. n[ww::a•wr• -.�w: na-aa-x :tiwc naewn avn6 aai.a v+apP(w a�.Jaal�. an4nn-a cJc-w-e:, n, n,q awJw a,a�n d .`." " _ 11 11 111 1 1 Y 7 17' c.-�.:n•, �a-�. -Sr- :-�- , :!c � °:r'k. '�°••�a :°cs�... :c. _ S;'':::::. -:keaut '-un �m smn�mow- ' ';'•... a - - { i I i � •n1�.�n.��.�, �.�:l.�,�q.0.q.[. Cwq. :.�.:�:L q . :C:;.�:.nC: C°.�w.,.[q.0 q. A[:: w�l:a: ..i:.J`� 5fI 1 . t f ! rr "� ij � �� T i 3a„w w °° ! n :❑.k:^ L::- - - _L. n n L.-:.0 CONSULTANT` m, t 1 i Mar =. TOP OF FIN FLOG R EL:17.97 SEE DETAIL: �,�:[.(•�- �aJ...'--- ! �° 2A2 { BOTTOM OF CEILING EL:16.97' ! I , CEDAR TRIM R ; i" R1 BOARDS ; ; ALUMINUM JELLY JAR SURFACE MOUNTED �°- ! as : v „xy FT .::❑ ' aaarses q: hw .:L- r .1 - �yd. : d r LIGHT FIXTURE RE COLOR: RUST TYPICAL Of 3 { 11 -�:x 1 ��e❑cPan ak� I n°e:'a:r: w•aac Y 3 , � w�e �aBtic nn p — vJn v vv iw�. �'avd nbc & wc4wu •���-. w�.nB IJ, ( e i ' �araa�w�"i+(Via.�°.�.� :w5 �a(' -J ❑ :caa wckky �:.a w.❑on�q a nvaw(.dvdn n a( 1 ! 1 1 IIp yII° f 1 rf{ P P ,IIA. { i t { -ek..:rvtlr.4 1-ss!'�A+::., - rr�v-]JJJ L�:ml:vsee[` ^•:r.�'rt::r^t:Y.n�, ,v�.:t`�i s��.`.s..�rt•i:�'fM: �.`•,.� f ,1 j° ,7�r : ! I ❑�❑ ! ❑❑ i :a ° CEDAR SHINGLES IJgn w (..[ C ,J J.. (.�u.1 J..�.w)... q.l :I 1.1�, .4edn.ne];aV.�,a daa I n [ C. :]a. .[alaraCa°z. a.a ,(- .aw a w . u nJa. ❑ . .Ja-i J 4 e w w�a LE ❑ .w�°�':o(y �"a�aa�� [a(.�[a,Jw�an°.[..C,. 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(n(a q 1 ].n eil�17vJIi I C C 1 11 � 3 - 1 I ::dv:-a:❑wa�.�wu-a 3:vE�veJu v5v[cv Eva, F 6 9 Aqc ,vP z R jw P 9 vqs van vnetlu rv�-: an❑ :w�v vAi Y`ruvJv s av�avr v:Jo�vpva[�vw sv6 n:Ivv wlv.v9evv6•s v ya: cep e 5sc ;w�a ca:�-: nnJeFiee(ecsavrarc[ee wv�c�ev5 evJc�vS acfrtra(w,d+iavJravJu vp(acv oe4p�vPn �°opa:[�a:�:uvBnc-I�ur�w::5:r ; av I � vr° hn GRADE P° EL: 8.0' NOTES: 1: EXHAUST FROM DIRECT VENT BOILER SHALL BE CONCEALED. 2: ALL ROOF VENTS SHALL BE LEAD COATED COPPER. NOTES:1 1. GRADE ELEVATIONS REFER TO USGS DATUM 2 1�10RTH ELEVATION WEST SIDE ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1 '-0" KEY PLAN- ANDERSEN WINDOWS AR21 SEE DETAIL NO. 1/A2 RED CEDAR ROOF SHINGLES LOUVER AT EACH END OF RIDGE. TOP OF RIDGE BEAM - - 111i - _ - g rt Barrett, Bonacci EL: 30.32' - - - SEE DETAIL 5/A3 & Vaneele, P.C. irn I - :.` BOTTOM OF CEILING ... J .a., q.. w .„ ° ......... . . ... ..... : . �:�`� � �:. -�❑��::r.'..��:..:1_�:�:� :.:w,� _ uR�YOR���A�vr�r�R� 11 fit EL: 25.57'11 ill if _ w i i 175A Commerce DrE esiIau au e, Ea . EE Jill � - I aaa �.�C www.civi�—survey.com CEDAR SOFFIT AND FASCIA I { p BELVEDERE PROPERTY MANAGEMENT, iLaC I O !� — .la Eaaa a[5,a�a r.La Jgap° n naJwnJa Jaa,)w af�Jww-awaJw ni J°a��a LIGHT FIXTURE TYPICAL OFCD ° Ca ❑ _1. -._-. ,. -`—.�==°. w -•n - ❑.' r� m 2. COLOR TO BE RUSTJw,ar .,C Y.J q�PJw, ,.J.7.1177 ..[, w.C ..:�..,Jq '.J,n F.a.J , n,,.[...A.. ...J (..Jnla„❑...J.J I 1 PRIVATE , t f 1 1'"yI if' 1 1—- -- - - - , ,..:...,.0 y -. .. p:aC:a--x:a -:a'a;(. .....a° .-ww(- ^ avkaaa- -aa(- .°(.-'-:aaa a�an( (wa Jaa .: ` ,l--az;:-: ,1:-d::. , �m-•-- kww� a3n !aa c 66 I ! ! i I - f 3 nm-. !- 1 � TERMINAL BU1LDlN� ' { SEE DETAIL /A2 o CEDAR TRIM BOARDS ' TOP OF FIN. FLOOR EL:17.97' wy=-r - . , = ---='a-'-- -la- M.. ,a, 2 FIRST STREET :a - °---[-'"-- OM OF CEILING EL:16.97B -- --- - • T _.. _ _ -._.... ._ — a n wd dr n ,n a a-::':'ar :an :41 n an .a as. _.. av„i r•axn v.,v a.rr.- ..,v� .,�w ...aw..a......1.-,...x-x.5n..v. _.,... nay �,m `q:dgna a:a f - ! ; CD x..J J I :(,� i. n.::� - -�. NEW SUFFOLK NY {a [ { ! f _sm w E Bf1s a��-a �3 - •�: 8a-°°��:e❑w(w.Cry:- a a a . -� w�xifawa�:°:-wwP a�Jw n�°�- n��n Ewn�w.a c wr ze�uJa ,� w�va vi ev�wee�°uv� -a[:v .( B a.a altry I q �:w aC. w-.J.,Jaa Jnw as J°a ! t znaTdv c�a aa�..Y�:aa�•a a�w E�.w ,aC•.n(�ul.n�pu�.n.�p. C .�n a[-nn(wdu n�P }} vuFcs 5 Is � nvl � A E ,E'. ! � i :vl t P x`1 5:��,. - 1 I �:1:�..l�a.a ..��n.0 wCaa° ..].. ::.��❑p1�..n(a.[°���n�.a.���°,�1`�q���°�[{�[�p][a. 11 �k e(ufi. :v� a: vw� 4 'Y1° ! ^u�Bj.F �6,�:ia �en( (uvP,�,�❑y�,nnEvz� P "pug ,wae .,a :ov, a i i 1 P o CEDAR SHINGLES �...° :•r �.: - �, co J wC (r uC [� EB rF . i ❑ awa Jaa aa[�J--. x :� ' ! �- q� :_ : --= Y Jr Iwn.n.. DOOR—CUSTOM BUILT CEDAR ELEVATIONS -cu ❑❑ 1 IDOOR .� ::aa:-.�..� Bvz i i I ! U i i ❑❑❑❑❑ ❑❑❑❑ Mr I o -.,p,- �F -�:Par:a- - ...,�.- `a-W v n -, CUSTOM CEDAR DOORS—! 1 °�I � 1 i 1� 1 pz f i• { I. i°tl I �--+ AND SIDE LIGHTS [ � u. l�n w[ nn°��C �rva w-� vnP��n:a[w[a[ww�_.:1)w,i[❑vw mBvr .a� .0:AS B� DAM PROJECT NO.:CEDA2 OVERHEAD DOORShw- C> o GRADE 12/27/00 99-2486 cc{v EL: 8.0' SCAM DRAWING NO.1 o AS NOTED / E DRAWN BY: c_ J. ILLNG cifficKm Br. co c 4 EAST SIDE ELEVATION N,M. cl, 3 SOUTH ELEVATIONAm= 3 / SCALE. 1/4B — 1 0 SHEET NO,: cn SCALE: 1/4 cn 3 OF$ ,. cJ 1/2" ANCHOR BOLTS @ 6'-0" O.C. 2 PER CORNER 3 NO 7 REBAR CONTINUOUS 2 NO 7 REBAR CONTINUOUS NO. 4 REBAR @ 12" O.C. X 8'-0" LONG 6" THICK POURED CONCRETE SLAB CENTERED OVER GRADE BEAM 6" THICK POURED CONCRETE SLAB N0. 3 TEMP. REINF @ 10" O.C. N0. 4 REBAR @ 12" O.C. CONTINUOUS ALUM. TERMITE SHIELD -NO. 3 TEMP. REINF @ 10" O.C. - ,� PITCH SLAB NO. 4 REBAR @ 12" O.C. NO. 3 TEMP REINF @ 10" OC - N NO. 4 REBAR @ 12 O.C. 1 8 iN FT w SEP p E 00 FINISHED GRADE ,�,;, EL. 8.14 - - - - _ = - = -�f-Ti= : :, IF CONDITIONED N FINISHED GRADE 8.00 III III III III-I I1�11_II I RIGID INSULATION I I_ R G I , - - - - - - - :.., _I _ITI-I I III I H 1I I III III III I I i I I I_I I_I I I_l I CI I I - - - - - - - - - _I I_I I I_111 - --- III I I I I PVC v.6. N 1 0 M L T- 1 - III i III III I I I I i l=1 I I I --�.- 1 -I L III i I: III I -"'":; - - - - - - C -�= 1=1 I 1=1 1=III-111=TI-I I•-�' �'' �: '�:� - _ _ - - - _i I I III I ;r....., .. ,� - - I I_III III_III II - -- - - _ - - - -- - - - -- - - - I I I i l i 111 i �I I LI I I III III I I_I I I_I I i_I I I_I I I. - - - - - - - - - - - - - - - _ - - - - - PROVIDE i 1 2 X 6 KEY AT SLAB - I - - - - - �- .:, . .. �. -: n_III_11-1Ti=lihl l �t�l � °.:,;``�,. I-I I(=1 LI-I I_I I I . - - / - - - - - _ - - -- - _ _ - - I _T_I I_I I I_I 1�111=11�111 III I I_I I _I _ _ - _ - _ - _ _ -�=III II_II_ul -lu=ilr - - RIGID INSULATION IF CONDITIONED SPA E N T ! �l IiI III-II► 111 u�III 11_II�III II�III IlJll _ w : . _ _ _ r RIGID INSULATION IF CONDITIONED) �� - - - - - N '��i I i=1 I I^i 11=1 I I-1 I I-1 I 1=1 I 1=':: 'ti�.��;�:;'._ I=1T�I I I-i 1=1 11= ( ) �-!I I-I 1=1 I-i I 1=1 I 14-I I I`1 I�_-I--f f-1 I I ( I-III-1LI=1 1=1 1=1 11=1 6 N = _ _ _ _ _ _ _ _ _ _ _ _ _ - _ I_Ii1=1 -IiI_I N0. 3 STIRRUPS @ 1 0 C. I, 1-I I iI_iiI-I I_IiI-I .• :..,::::;,; _1-I - 10 MIL PVC V.B. L-i=-ail Iit=1I " .•. . .: -i1=i1(-1I1=111=1 = 10 MIL P o ;III III-11=-_ 111 = -III-I I f-11-I i I-1J=i I III III I i I I I-I I�I I III T_I 111-1 I I-1 = 1=1 I ITI I 11=11 VC V.B. 1rl=1 -7f-�71-111_�I- 1 0 1=11f--I 11=1 I 1 - � II- 1�1-�i=1�i=1�1=f�f=1ll 2";;2 '' -111-I 1�11-u1�I� 3 N0. 7 REBAR CONTINUOUS o ,n �1 111�II�11TiJ)J� 1 111 111 ?":.2 �I�111_I11=11i -PROVIDE 2" SEATI�II , ; ,',:;..1; 1_i-_ li 111=1 �TP`"I I 1=I 1111=III-I I i-1�1- ICI 1-I►�I 1 I- _ -T=111 1-If(-III-I I-II II 1-I!1=1Tf - I �I-111 iT1-fm' _.:• I�III-11=i' -III-II_II�- III{111111IttIlei' 2 N0. 7 REBAR CONTINUOUS `= I-_ 1�=1 N I 1-111-11 I-111=1 I :.. ... ,. i 1-11 I-1 �, sir=l -IIi=iI1= -n- - �- N �i_iTf II1-I _ NO. 3 STIRRUPS @ 16 O.C. �1=1I1=11I= .' - - NO. 3 STIRRUPS @ 16 O.C. W i L L I A M F. COLLINS, A I A I1=1 I 1111 1�( i IIHI TII-I I} _ i_Ti-1T-T_-�T�1=1i1-1i1=1 1=1II=1i- - N ITil�lllil,.: III-T= 3 N0. 7 REBAR CONTINUOUS N yL ilTil : ...'.`':': --1i1-iT4 I - -�- I=11=_T=f11-I-_I ll=111 - 1-] T- 2 NO. 7 REBAR CONTINUOUS -I III-I I=111-1 n-1- i 11-I I_I 1 111_ ;n l=1 l III 1 =I I I {Ti-1 1= A R C H I T E C T S, L L P T I =Ti I 1=1 I F-I I-ITI -1 _I i 1=TC _I ( ;iJ I 1 i �I 1=_ < x _ _ II - - - - - • - _ - - L- - H CAP ( LO N ) - II III - - --� - `ITT 6 EL. 5.14 ,� EAC 2' G � �� �� � >:::', EL 5.14 i IIII I� � EL. 5.14 o 7 3 NO. 5 REBAR till- ' it I PILE CAP I 2" 2"EACH WAYBEYONDr 10-i TECHNOLOGY DRNE SETAUKI�'T, NY ll733I N. , '.I I I I I VOICE 516-689•-845D DATA '$16-689�-9459 CONCRETE PILE CAP PILE CAP �... . = I BEYOND I WOOD PILE I I I � 1��,� ��' :��• IMENSIONS SHOWN ARE TO FACE DIME SION 0 A 0 A E I I DIMENSIONS SHOWN ARE TO OF STEEL REINFORCING �, I F STEEL REINFORCING 1OF STEEL REINFORCING r . RAD E VATIONS ARE IN USGS `�-' RADE ELEVATIONS ARE IN USGS GRADE ELEVATIONS ARE IN USGS10 PATUM DATUM C�J IDATUM Jr� lo -6" SQUARE CONSUIJTAMP • 1 GRADE BEAM NO. 1 AND PILE CAP N0.1 2 GRADE BEAM NO. 2 3 GRADE BEAM NO. 3 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" NO. 4 REBAR @ 12" O.C. CONTINUOUS NO. 4 REiBAR @ 12" O.C. CONTINUOUS NO. 4 REBAR @ 12" O.C. CONTINUOUS 3 NO. 7 REBAR NO. 3 TEMP REINF @ 10" OC N0. 3 TEMP REINF @ 10" OC N0. 3 TEwIP REINF @ 10" OC CONTINUOUS 2" SEAT - NO DATE SUBMISSION IN EL. 8.81'� EL. 8.81 ' �y t 1/3/0o ISSUED FOR FILING EL. 8.81-� w w 5,. •., ,. c� PITCH SLAB 00 FINISHED GRADE - ••• �• + •• _==--- __-�- = '1=1 I I1=1I1=1II-I 1=1 1=1 I I- ` � ••. . ��� - - - `: ►' •.• . III-III-II-III-�-III--III II _ 11. _ - N - - - - - - _I 1-II IH - I- '-(i�1T III 1 1111 ilk I I II-11_TINSULATION " ',;its •';•.:�' •, :•, tfLTf I: ; -. 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I BEYOND I I BEYOND I I I GRADE ELEVATIONS ARE I US S �DATUMD ELEVATIONS ARE IN USGS I I AADE ELEVATIONS ARE IN USGS DIMENSIONS SHOWN ARE TO FACE R MENSIONS SHOWN ARE TO FACE I I BF IMENSIONS SHOWN ARE TO FACE 1OF STEEL REINFORCING STEEL REINFORCING STEEL REINFORCING 4 GRADE BEA1�1/I NO. 4 5 GRADE BEAM NO. 5 6 GRADE BEAM NO. 6 SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" Barret, B4rlacci 5'-0" & VanWeele P.C. 1'-3" 2'-6" 1 '-3" 1 '-3$* NO. 4 REBAR @ 12" O.C. CONTINUOUS N0. 3 TEMP REINF @ 10" OC 5/8" CAP PLATE WITH CIVIL ENGINEERS/SURVEYORS/PLANNERS 3 N0. 7 REBAR CONTINUOUS wi _ 4 W12 X 35 4 3 4" Es cn O / DIA. A325SC BOLTS 175A Commerce Drive,Hauppauge,NY 11788 Of TEL 516/435-1111 FAX 516/435-1022 www.civil-curve com N0. 4 REBAR @ 12" O.C. CONTINUOUS �' � 1 � 1 Q m Y• NO. 3 TEMP REINF @ 10" OC N \ `� m wl Cv EL. 8.81 - L� x z ±} BELVEDERE PROPERTY MANAGEMENT LLC w wl 0 0 1/4„ TYP. ' t: o0 EL. 8.14' d 0 DIMENSIONS SHOWN ARE TO FACE 3" 10" X 3/4" X 10" BASE PLATE PRIVATE FERNY Y F STEEL REINFORCING DIA S.S.P. TERMINAL BUILDING • " _ 4 N0.6 REBAR COLUMN 1 " NON SHRINK GROUT 7 NO.4 REBAR 2 NO 5 DOWELS 3' LONG 16" X 16" X 2" DEEP COLUMN POCKET FIRST STREET I FILL WITH CONCRETE AFTER COLUMN IS t' "� RIGID INSULATION OPTIONAL 9 GRADE BEAM CORNER r INSTALLED NEW SUFFOLK, NY 10 MIL PVC V.B. „ _ ,_ „ .C; ::. `'. (4) 3/4„ DIA. X 1 '-6„ o, N SCALE: 3/4 1 0 3 1 -1/2" X 6" KEY AT SLAB TOP OF CAP EL 5.14 .'� `,� r' ANCHOR BOLTS T� DIMENSIONS WN R S TA E TO F AAC 2 EE f F ST EEL REINFORCING L , m @ 16' O.C. y. 0 3 STIRRUP0 �•�'N S 'Y• 1 , FOUNDATION R, <�. 1 .•, .GR DE •BEAD•. , �' �� �� :.4 t _ .. • .. N0. 7 REBAR CONTINUOUS '+` (- 3 DETAIL S 2 � � • r, •ti - I •,e �I I PILE CAP DATE: PROJECT NO BE YOND D I US TONS ARE N USGS R AD ELEVATIONS � 12/ 7/ 0 2 0 - 9- 4 rn I I 9 2 8b N ATUM AS NOTED 00 r SCAM DRAWING NO.; o - - - DIMENSIONS SHOWN ARE TO FACE �: 'Y.,.,+�.._ :I'. � I F STEEL REINFORCING DRAWN BY J. ILLIG co L-ICJ CHECKED BY ��j 1;,Cu 0\_j N.M. A�4 CY)C717 GRADE BEAM 7 8 PILE CAP 2 DATUM RADE ELEVATIONS ARE !N USGS 10 GRADE BEAM INTERSECTION 11 TYPICAL COLUMN DETAIL. SHEET N 40F5 1 0 SCALE: 3/4 1 0 SCALE: 3 _-- _ � SCALE: 3/4" = 1'-0" SCALE: 3 4' - - -- - /4" = 1'-0" PILE AND GRADE BEAM NOTES GENERAL C. STRUCTURAL STEEL H . ROOFING 1: CONTRACTOR SHALL PROVIDE SURVEY, STAKE OUT AND RESURVEY AS PART OF PILE A. ALL WORK SHALL BE GOVERNED BY THE TERMS AND CONDITIONS OF THE 1. ALL STRUCTURAL STEEL_ SHALL BE ASTM A36 AND CONFORM TO THE 1. ROOFING FELTS SHALL BE 15 LB. MINIMUM INSTALLED IN ACCORDANCE DRIVING OPERATION. CONTRACTOR SHALL INCLUDE IN HIS BID PRICE A UNIT PRICE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. NO NOTE OR RECOMIMENDATIONS OF THE AMERICAN INSTITUTE OF STEEL WITH INSTRUCTIONS OF ROOFING MANUFACTURER. FOR ADD/DELETE PER PILE. DETAIL_ OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE CONSTRUCTION (AISC). STEEL TUBES SHALL BE ASTM A500 2. ALL METAL FLASHING SHALL BE ALUMINUM. -- _ 2: BOTTOM OF ALL EXTERIOR PILE CAPS SHALL BE 3'-0" MINIMUM BELOW GRADE. CONTRACTOR FROM EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL GRADE B. STATE AND LOCAL CODES. 3. ROOFING SHALL BE N0.1 RED CEDAR (BLUE LABLE) FINISHED AS PER OWNER. °� 2. ALL CONNECTIONS SHALL BE MADE WITH 3 4 DIAMETER ASTM A325SC `_`'° " - .�.. . ' °xa r`• '. :`' BOTTOM OF ALL EXTERIOR GRADE BEAMS SHALL BE 1 0 MINIMUM BELOW GRADE. / „ B. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, BOLTS OR WELDS BY A QUALIFIED WELDER USING E-70XX ELECTRODES. 4. ROOF SHEATHING TO BE 1/2" EXTERIOR GRADE CDX PLYWOOD LAYED 3: ALL TIMBER PILES SHALL CONFORM IN SIZE, STRAIGHTNESS AND FREEDOM OF ORDINANCES, REGULATIONS AND ORDERS OF ANY PUBLIC AUTHORITY BEARING WITH VERTICAL JOINTS STAGGERED AND SPACER CLIPS IN HORIZONTAL r ¢ . .t.... DEFECTS, ETC. TO) ASTM D25-58. PILES SHALL HAVE A MINIMUM TIP DIAMETER OF ON THE PERFORMANCE OF THE WORK INDICATED IN THE CONTRACT 3. ANCHOR PIPE COLUMNS TO FOUNDATIONS WITH TWO 3/4" DIAMETER JOINTS. 13 INCHES WITH A, UNIFORM TAPER TO 12 INCHES. DOCUMENTS. BOLTS EMBEDDED 1'-4" MINIMUM INTO CONCRETE. USE STEEL SHIMS PILES VIDE AND NON-SHRINK GROUT TO ADJUST HEIGHT. 4. RESISTANCE LAND BE (HAMMER DRIVEN GENE ENERGY MINIMUM SHALL CONFORM TO THE ON NRS. MFORMULA.INIMUM DRIVING C AND EPAY SS SFOR I ALL LLABOR, MATERIALS,LY NOTED RISEQUIPMENE, THE OT, TOOLS,RMACHINERY SHALL OAND 1 . SIDING FINAL BLOWS-PER-INCH SHALL BE THE NET VALUES (FINAL BLOWS-PER-INCH OTHER FACILITIES AND SERVICES NECESSARY FOR THE PROPER EXECUTION D. TIMBER FRAMING W I L L I A M F. COLLINS, A I A PLUS BLOWS PER O EA INCH AT BOTTOM OF NOMINALLY UNSATISFACTORY BRING 11. WALL SHEATHING SHALL BE 1/2" EXTERIOR GRADE CDX PLYWOOD. A R C H I T E C T S, L L P MATERIAL) AS PER THE ENR FORMULA OR THAT ESTABLISHED BY LOAD TEST. D. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND 1. ALL STRUCTURAL LUMBER SHALL BE STRESS OMISSIONS OF ALL HIS EMPLOYEES AND ALL SUBCONTRACTORS, THEIR 2. AIR INFILTRATION BARRIER SHALL BE "TYVEK" HOUSEWRAP AS --- 5: ALL TIMBER PILES; SHALL RECEIVE AN APPROVED PRESERVATIVE TREATMENT. THE AGENTS AND EMPLOYEES AND ALL OTHER PERSONS PERFORMING ANY OF THE GRADE[) DOUGLAS FIR NO. 2 HAVING A MINIMUM FIBER BENDING STRESS PRESERVATIVE TREATMENT SHALL COMPLY WITH THE AWPA STANDARDS, STATE AND WORK FOR THE CONTRACTOR. OF 850 PSI, AND A MODULUS OF ELASTICITY OF 1,200,000 PSI MANUFACTURED BY DUPONT. LOCAL BUILDING CODES AND REGULATIONS AND EPA STANDARDS. UNLESS OTHERWISE NOTED. 3. SIDING - 1 DRIVE SETAUKET, NY ll733 6: PILES SHALL BE (DRIVEN THROUGH FILL, BOG, ETC. INTO GOOD BEARING STRATA OF E. THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITH THE CONDITIONS THEREON AND TO DETERMINE THE EXTENT OF ALL 2. PROVIDEN0. 1 CLEAR CEDAR (BLUE LABLE) SHINGLE FINISHED AS PER OWNER.I DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. VOICE 516-689-8450 DATA -- 516--S9-8499 CLASS 8-65 OR BETTER. FACILITIES AND SERVICES REQUIRED TO PERFORM THE WORK IN STRICT 7: DRIVING OPERATIONS AND EQUIPMENT SHALL BE AS PER STATE AND LOCAL CODES. ACCORDANCE WITH THE CONTRACT DOCUMENTS. 3. PROVIDE SOLID BRIDGING BETWEEN JOISTS AT 6'-0" O.C. MAXIMUM. J. FINISHES 8: ALL PILE DRIVING OPERATIONS SHALL BE SUPERVISED BY A LICENSED F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED ANYWHERE WITHIN THE BOUNDARIES OF THE PROPERTY, AND ANY DAMAGE 1. WHERE APPLICABLE EXTERIOR PAINT SHALL BE PITTSBURGH PAINT, BENJAMIN PROFESSIONAL PROVIDING CONTROLLED INSPECTION. THE INSPECTOR SHALL KEEP A 4. UNLESS OTHERWISE NOTED, ALL WINDOW AND DOOR OPENINGS SHALL MOORE OR SHERWIN WILLIAMS, ONE UNDERCOAT AND ONE FINISH COAT. ED ARC COMPLETE RECORD OF THE DRIVING OPERATIONS (BLOW COUNT, TIP ELEVATIONS, SHALL 8E PROMPTLY REPAIRED TO THE SATISFACTION OF THE ARCHITECT HAVE (2) - 2X8 HEADERS ABOVE, COLORS AS SELECTED BY THE OWNER. REJECTED PILES, PILE DEVIATION SURVEY ETC. THE RECORD SHALL BE SUBMITTED AND OWNER. TO THE ARCHITECT FOR REVIEW AND POSSIBLE REDESIGN. NO CONCRETE FOR PILE G. DURING THE COURSE OF THE WORK THE CONTRACTOR SHALL REGULARLY 5. ALL PLATES IN CONTACT WITH FOUNDATION WALLS TO BE CCA PRESSURE 2• ALL EXTERIOR CEDAR FASCIA BOARDS, DOORS, AND WINDOW TRIM TO CAPS OR GRADE BEAMS SHALL BE PLACED UNTIL THIS RECORD IS APPROVED BY REMOVE ALL UNUSED MATERIAL, RUBBISH AND DEBRIS FROM THE PROPERTY. TREATED AND HAVE CONTINUOUS METAL TERMITE SHIELDS. PLATES TO RECEIVE CABBOTS STAIN: DRIFTWOOD GRAY, SEMITRANSPARENT. THE SITE AND PREMISES SHALL BE KEPT REASONABLY CLEAN, NEAT AND THE ARCHITECT. ORDERLY TO THE SATISFACTION OF THE OWNER. SHALL 8E BOLTED FOUNDATION WALLS WITH 1�2' DIAMETER BOLTS 3. INTERIOR PAINT SHALL BE BENJAMIN MOORE, PITTSBURGH PAINT OR AT MAXIMUM 6 -0 O.C. AND MAXIMUM 1 0 FR M EACH END. BOLTS SHERWIN WILLIAMS ONE PRIME COAT - ' 9: AFTER DRIVING ALL PILES SHALL BE CUT OFF AT THE ELEVATIONS SHOWN ON THE H. ALL SURVEYS, BORINGS AND OTHER STUDIES REQUIRED FOR THE EXECUTION MUST BE EMBEDDED A MINIMUM OF 1 -4 INTO FOUNDATION WALLS. 2 FINISH COATS COLOR AS 7 02694 PLANS AND THE TTOP OF THE PILES SHALL BE TREATED WITH A PRESERVATIVE (SEE OF THE WORK SHALL BE PROVIDED BY THE OWNER. SELECTED BY OWNER. �' 6. ALL SW13-FLOORING, WALL AND ROOF SHEATHING SHALL BE EXTERIOR 4. INTERIOR WOOD DOORS AND TRIM PAINTED. �� NOTE 5). I. THE ARCHITECT SHALL ASSIST THE OWNER IN OBTAINING ALL APPROVALS GRADE CDX PLYWOOD. SUBFLOORING - 3/4 CDX. 4 10: THE MINIMUM LEMGTH OF PILES SHALL BE 10 FEET BELOW CUT OFF ELEVATION. AND PERMITS AND THE OWNER SHALL PAY ALL FEES TO GOVERNING 5. FLOOR FINISHES SHALL BE AS PER OWNER.AUTHORITIES HAVING JURISDICTION OVER THE WORK. ���'TA�` 11: ALL PILE CAPS, STRAPS, TIES SHALL BE PLACED MONOLITHICALLY. J. DO NOT SCALE DRAWINGS. USE DIMENSIONAL NOTATIONS ONLY. 7. ALL TIMiIBER CONNECTIONS SHALL BE MADE WITH JOIST HANGERS, FRAMIMG ANCHORS, OR RAFTER ANCHORS OF MINIMUM 18 GAGE PRIME 12: NO JETTING OR AUGURING OF USE OF FOLLOWERS IS PERMITTED WITHOUT WRITTEN GALVANIIZED STEEL AS MANUFACTURED BY TECO OR SIMPSON. K. ALL DIMENSIONS TO THE EXTERIOR WOOD FRAME WALLS SHALL BE TO THE ELECTRICAL PERMISSION OF THE ARCHITECT. OUTSIDE FACE OF STUD (F.O.S.) UNLESS OTHERWISE NOTED. 8. ALL PLYWOOD, TRUSSES, AND LUMBER SHALL BEAR VISIBLE GRADE 13: ALL CONCRETE SHHALL BE STONE CONCRETE COMPLYING WITH ALL ACI BUILDING STAMPOIG. CODE REQUIREMEINTS, WITH A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 L. NOTATIONS ON ANY PLAN, ELEVATION, SECTION OR DETAIL ARE APPLICABLE 1. THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL LABOR AND DAYS OF 3500 PSI, UNLESS OTHERWISE NOTED ON DRAWINGS. ALL POURS SHALL TO ALL PLANS, ELEVATIONS, SECTIONS AND DETAILS. 9. LEAVE 1/16" SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8" MATERIALS NECESSARY FOR COMPLETE INSTALLATION OR WORK 13E TERMINATED BY FORMS. PROVIDE KEYS BETWEEN ADJACENT POURS AS REQUIRED SPACE AT ALL PANEL EDGE JOINTS. SHOWN ON THE DRAWINGS AND FURNISH THE OWNER WITH A NYS OR AS DIRECTED BY THE ARCHITECT. M. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS PRIOR FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION. TO SUBMITTING BIDS AND SHALL SHALL REPORT TO ARCHITECT ANY CONDITIONS 10. SOLID [BLOCKING FROM TOP/GIRDER OR FOUNDATION WALL TO THE 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NO. DATE SUBMISSION 14: ALL REINFORCING BARS SHALL BE NEW BILLET STEEL, DEFORMED TYPE, ASTM A615 WHICH WOULD INTERFERE WITH COMPLETION OF THE WORK. UNDERSIDE OF FLOOR AT WOOD COLUMNS. ALL STRUCTURAL MEMBERS NATIONAL ELECTRIC CODE _(N.E.C.) AND THE RULES AND REGULATIONS GRADE 60 AND S;HALL COMPLY WITH ALL ACI CODE REQUIREMENTS, WIRE MESH SHALL BEAR ON 4" X 4" WOOD COLUMNS AT EACH END UNLESS OF THE LOCAL UTILITY COMMPANY. t t/3/oa ISSUED FOR FlLING SHALL CONFORM TO ASTM A185, LATEST EDITION. ALL DETAILING, FABRICATION AND N. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS FOR REVIEW AND APPROVAL OTHERVJ��ISE NOTED, 12 AND #14 (AS REQUIRED) 3. ALL WIRING SHALL BE MINIMUM ERECTION OF REINFORCING BARS, UNLESS OTHERWISE NOTED, MUST FOLLOW THE OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. SUBMITTAL SHALL BE "ACI DETAILING MANUAL" (ACI IN THE FORM OF ONE (1) REPRODUCIBLE SEPIA TRANSPARENCY (POSITIVE SIDE COPPER. NO ALUMINUM WIRE WILL BE PERMITTED. UP) AND TWO (2) B&W PRINTS OF EACH DRAWING. CUTS SHALL BE SUBMITTED 4. CONVENtENCE DUPLEX RECEPTACLES SHALL BE 15 AMP, 125 VOLT, 15: MINIMUM PROTECTFION FOR MAIN REINFORCEMENT IN FOUNDATIONS SHALL BE 3 IN FIVE (5) COPIES EACH. E. CARPENTRY 2 POLE, 3 WIRE, GROUNDING TYPE AS SHOWN ON DRAWINGS. PROVIDE INCHES FOR CONCRETE PLACED AGAINST EARTH AND 2 INCHES UNLESS OTHERWISE GROUND FAULT RECEPTACLES WHERE R'-OUIRED BY N.E.C. NOTED WHERE PLACED AGAINST FORMS. PROPERLY INSTALLED SPACERS AND CHAIRS 1. PROVIDNE TEMPORARY BRACING AND SHORING AS REQUIRED. :SHALL BE USED TO POSITIVELY MAINTAIN REINFORCEMENT LOCATION AND COVER. 2. WINDOWS - ANDERSEN PERMASHIELD (MODEL NUMBERS AS SHOWN ON DWGS.) 16: ALL BARS MARKED CONTINUOUS (CONT.) SHALL BE LAPPED A MINIMUM OF 40 BAR STRUCTURAL 3. COLOR AS SPECIFIED BY OWNER. DIAMETERS. LAP BOTTOM BARS AT SUPPORTS AND TOP BARS AT MID-SPAN. HOOK CEDARIEO OORORFIN- GARAGE P DRORS TO BEEFI ERDO CONSTRUCTED TO BER"PREFAB 13ARS AT NON-CONTINUOUS ENDS. A. EXCAVATION 17: FOUNDATION WALLS AND GRADE BEAMS SHALL BE CAST IN SECTIONS NOT TO 1. SEE PILE AND GRADE BEAM NOTES. 4. INTERIG)h DOORS - DOORS, TRIM, HARDWARE AND FINISH AS PER OWNER. EXCEED 60 FEET IN LENGTH. CONSTRUCTION JOINTS SHALL BE PLACED AT POINTS 5. WALLS �,dALL BE 2x6 WOOD STUDS AT V-4" O.C. WITH 1/2" OF MINIMUM SHEAR, GENERALLY AT MID-SPAN. HORIZONTAL JOINTS SHALL NOT BE 2. EXCAVATE AND BACKFILL IN A MANNER AND SEQUENCE THAT WILL GYPSUI`W BOARD ON INTERIOR SURFACES UNLESS OTHERWISE NOTED. PERMITTED UNDER ANY CONDITIONS. PROVIDE PROPER DRAINAGE AT ALL TIMES. CEILINOr SHALL BE 1/2" GYPSUM BOARD UNLESS OTHERWISE NOTED. 3. KEEP EXCAVATIONS FREE FROM WATER AND ICE. DO NOT PLACE FILL MATERIAL ON MUDDY OR FROZEN SUBGRADE SURFACE. 6. GYPSUW 30ARD WALLS SHALL HAVE CORNERS REINFORCED WITH METAL 4. HAND TRIM FOUNDATION EXCAVATIONS TO FINAL GRADE JUST BEFORE BEADS. ALL JOINTS SHALL BE TAPED AND SPACKLED RECEIVING THREE CONCRETE IS PLACED AND COMPACTED WITH A HAND OPERATED PLATE COATS OF SPACKLING COMPOUND SANDED TO SMOOTH FINISH. KEY PLN' TYPE COMPACTOR. 7. PROVIDE (3) 2 X 8 WITH (2) 1/2" PLYWOOD HEADERS AND TRIMMERS AT ALL 5. FILL MATERIAL TO BE ACCEPTABLE SAND, GRAVEL OR COMBINATION OF OPENINIGS, BOTH WHICH MAY CONTAIN SMALL AMOUNTS OF STONES OR PEBBLES OVER 8. ALL EXTERIOR WOOD TRIM SHALL BE 1" X CEDAR. ONE INCH IN LARGEST DIMENSION, BUT NONE OVER TWO INCHES, BUT DOES NOT CONTAIN CLAY, LOAM, ORGANIC MATERIAL, DEBRIS AND FROZEN MATERIAL. 6 MOISTURE - MIXING( MATERIAL TO OBTAIN OPTIMON FILL MATERIAL BY UM MOISTUREING OR ING AND THOROUGHLY CONTENT F. INSULATION AND WATERPROOFING PERMITTING PROPER COMPACTION. 7. SPREAD ACCEPTABLE FILL MATERIAL UNIFORMLY IN LAYERS NOT 1. FURNISIH AND INSTALL FIBERGLASS BATT INSULATION WITH GREATER THAN EIGHT INCHES OF LOOSE THICKNESS OVER ENTIRE FILL VAPOR BARRIER IN THICKNESSES INDICATED ON AREA. DRAWINGS TO OBTAIN INSULATING VALUES TO MEET OR EXCEED ALL APPLICABLE LOCAL AND STATE ENERGY CODES. 8. USE HAND TAMPERS OR VIBRATING COMPACTORS AT FOUNDATION WALLS, RETAINING WALLS OR SIMILAR LOCATIONS. DO NOT USE LARGE ROLLING 2. UNDER SLAB VAPOR BARRIER SHALL BE 6.MIL POLYETHYLENE. EQUIPMENT ADJACENT TO FOUNDATION AND RETAINING WALLS. Barrett, B©nacci 3. PROVIDE FLASHING AT ALL PENETRATIONS THROUGH ROOF, RIDGES, Van��Teele 9. DO NOT BACKFILL AND COMPACT AGAINST FOUNDATION AND RETAINING VALLEYS, HEADS AND SILLS OF WINDOWS, HEADS OF EXTERIOR DOORS ' ' YYY t 1"P. . WALLS UNTIL CONCRETE HAS REACHED DESIGN STRENGTH AND WALLS ARE AND TO)PS OF FOUDATION WALLS. NO COPPER FLASHING IS TO BE USED. PROPERLY BRACED BY ADJACENT CONSTRUCTION OR TEMPORARY MEANS ' ACCEPTABLE AND APPROVED BY THE ARCHITECT. 10. COMPACT SUBGRADES WITH A VIBRATORY ROLLER. G. CAULKING CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppauge,NY 11788 11. SOIL COMPACTION AND DENSITIES SHALL COMPLY WITH THE TEL 516/435-1111 FAX 516/435-1022 REQUIREMENTS OF ASTMD1557, METHOD C. COMPACT UNDER SLABS, 1. EXTERIOR - GE SILICONE OR DAP LATEX www.eivii-survey.com GRADE BEAMS, AND PILE CAPS AT ONE HUNDRED PERCENT OF MAXIMUM DENSITY. COMPACT BACKFILL AT WALLS, EMBANKMENTS, AND UNDER 2. INTERIOR - TREMCO "CAULKING COMPOUND" r, BELVEDERE PROPERTY MANAGEMENT, LLC PAVED AREAS AT NINETY PERCENT OF MAXIMUM DENSITY. 0 0 CU CU CU PRIVATE FERRY TERMINAL BUILDING Cn FIRST STREET CU NEW SUFFOLK, NY LO Trr� co NOTES 0j 0 U Y o� DATE: PROJECT NO.: rn 12/27/00 99-2486 Cu SCAM DRAWING NO: o AS NOTED / DRAWN Ur. CD C_ J. ILLIG / co `IU N,M. A� 5 SIHEr NO.: CD Cn 50F5