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TR-8349
Glenn Goldsmith,President " QF so(/j Town Hall Annex Michael J.Domino ,`O`�� y�lO 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III l�[ Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams �� �� Fax(631) 765-6641 COU BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1763C Date: October 8, 2020 THIS CERTIFIES that restoration of the bluff face via cut-and-fill(with the inclusion of+/-481 cubic yards of fill obtained from on-site),• and install a 17'tall 10' wide 115' long rock revetment to protect the toe of the bluff, and to lower the top elevation of the proposed rock revetment to 12' above Mean Sea Levet,• construct beach access stairs consisting of 4' wide stairs with associated 5'x6' entry platform with-bench a 4'x4' landing a 5'x6' landing with bench and a 4'x4' base platform,total length of stairs to be 77'• and install revetment stone steps from base platform to beach; At' 1390 Demarest Road,Orient Suffolk County Tax Map#1000-13-2-7.7 Conforms to the application for a Trustees Permit heretofore filed in this office Dated November 13, 2013 pursuant to which Trustees"Wetland Permit-#8349 Dated December 11,2013,and Coastal Erosion Permit#8349C Dated December 11,2013 was issued and Amended on August 20,2014 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the restoration of the bluff face via cut-and-fill (with the inclusion of+/-481 cubic yards of fill obtained from on-site),• and install a 17'tall, 10' wide 115' long rock revetment to protect the toe of the bluff, and to lower the top elevation of the proposed rock revetment to 12' above Mean Sea Level,• construct beach access stairs consisting of 4' wide stairs with associated 5'x6' 'entry platform with bench a 4'x4' landing a 5'x6' landing with bench,and a 4'x4' base platform total length of stairs to be 777• and install revetment stone steps from base platform to beach. The certificate is issued to Parviz Lalezari owner of t resaid p perty. " Authorized Signature Glenn Goldsmith,President *QF SO(/T Town Hall Annex Michael J.Domino,Vice-President ,`Qy�lO 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 Irma BOARD OF TOWN TRUSTEES 4 TOWN OF SOUTHOLD DATE OF INSPECTION,: f INSPECTED BY:` e,1,@Y V Ch.,'275 V Ch. 111 INSPECTION SCHEDULE Pre-construction;.haybale line/silt boom/silt curtain 1 st day of construction Y constructed Project complete, compliance inspection COMMENTS- V21ehf4j 44,1J ZZt_ /PLO �/ e �Jn e . Uhi Sir vyYC �h�4Gf v �D )ss��-e, CERTIFICATE OF COMPLIANCE: /U �� 0 0 John M. Bredemeyer III,President �*OF Sy� Town Hall Annex Michael J. Domino,Vice-President ,`O l0 54375 Main Road P.O. Box 1179 James F. King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee G Q Telephone(631) 765-1892 Charles J. Sanders,TrusteeOIyCnU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 20, 2014 Mr. Bruce A. Anderson Suffolk Environmental Consulting, Inc. PO Box 2003 Bridgehampton, NY 11932-2003 RE: PARVIZ LALEZARI 1390 DEMAREST ROAD, ORIENT SCTM# 13-2-7.7 Dear Mr. Anderson: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 20, 2014: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#8349 and Coastal Erosion Permit#8349C to lower the top elevation of the proposed rock revetment to 12' above Mean Sea Level; and as depicted on the revised site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated May 2, 2014 and stamped approved on August 20, 2014. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, John M. Bredemeyer Illy President, Board of Trustees JMB:amn w John Bredemeyer, President o�SUFFDIt Town Hall Annex Michael J. Domino, Vice-President �� � 54375 Route 25 James F. King P.O. Box 1179 Charles J. Sanders • Southold, NY 11971 Dave Bergen y�o! ,F ya°! Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field Inspection/Work Session Report Date/Time: Suffolk Environmental Consulting on behalf of PARVIZ LALEZARI requests an Administrative Amendment to Wetland Permit #8349 and Coastal Erosion Permit #8349C to lower the top elevation of the proposed rock revetment to 12' above Mean Sea Level. Located: 1390 Demarest Road, Orient. SCTM# 13-2-7.7 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Storm Water Management Review: Yes No Not Applicable Info needed: Modifications: Conditions: Present Were: J. Bredemeyer M. Domino J. King C. Sanders D. Bergen Bay Constable Other Form filled out in the field by Mailed/Faxed to: Date: SuNk Environmental Consulti• Inc. g� 2 Newman Village, Suite E, 2322 Main Street, P.O. Box 2003, Bridgehampton, New York 11932-2003 (631) 537-5160 Fax: (63 1) 537-5291 Bruce Anderson, M.S., President --_ July 24 2014 John Bredemeyer, President J U L 2 5 2014 Board of Trustees Southold Town Hall P.O. Box 1179 _... Southold, NY, 11971 Re: LALEZARI Property Situate: 1390 Demarest Road,Orient, NY, 11957 SCTM#: 1000-13 -02 -7.7 Dear Mr. Bredemeyer, This Firm represents Mr. Parvis Lalezari, owner of the above referenced property,who applied for and received a wetland permit and coastal erosion hazard permit to construct a revetment at the premises referenced above. Application was also made to NYSDEC and as part of that regulatory process,the proposed design of the revetment was amended. Enclosed herewith please find three copies of the site plan and engineering plans prepared by Jeffrey T. Butler, P. E. last dated May 2, 2014 along with a check made payable to the Town of Southold in the amount of$50.00. By way of this correspondence, I request that the in-force permit be amended consisted with the submitted plans. Thank you in advance for your anticipated cooperation. Sincerely Bruce A.Anderson �� $.cam. I�.•�� Cc. P. Lalezari James F.King,President Q�gOffO(rco Town Hall,53095 Main Rd. Bob Gbosio,Jr.,Vice-President =� �Cy P.O.Boz 1179 Dave Bergen % Southold,NY 11971 John Bredemeyer rya Telephone(631)765-1892 Michael J.Domino Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line 1`r day of construction %constructed Project complete, compliance inspection i BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK I PERMIT NO. 8349 & 8349C DATE: DECEMBER 11,2013 ISSUED TO: PARVIZ LALEZARI j PROPERTY ADDRESS: 1390 DEMAREST ROAD, ORIENT i SCTM# 13-2-7.7 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter I I I of the Town Code of the•Toyp of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on Dec embe 2013, din cortside4a�fort q .appli ation fee in the sum of '2 0.00 paidle" b Sul I E�vironn en aI Con �ilp n, Inc.and S25b. ,ppppid �Parviz Lal zari and h'ect to the f eim�s^nid Conditions'as s `ed in the Resolution,the Southold Towii oar�;p tees ees authorizes and permits the id11o`vt�ltgi' Wetlapd,Permit to restore the bluff face.via gut-and-fill(with the i�gq4�ciu 'on of 481 cubic yards of fill obtained from on-site); and install a 17' tall,,1,4Viil4r, ' long rock revetment to protect the toe of the bluff, construct beach access stairs consisting o 4' wide stairs with,associatedVx6'entry,platform with bench,a,4'x4' landiag,,a 5'x6' landing with bench,and a 4'x4' base platform, total length of stairs t9:be 77'; and install revetment stone steps from base platform to beach; and as depicted on the site plan,prepaared by,Jeffrey T. Bum,P4E., P.C., last dated October 8, 2013,and stamped approded'oti lfeember 11,2013.—! ` IN WITNESS W HEREOF;fhNsaid Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. I ' Ab Ghosio, Jr. Jo 0 0 TERMS AND CONDITIONS The Permittee, Parviz Lalezari residing at 1390 Demarest Road,Orient,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. , 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for . f an extension may be made to the Board at a later date. 3 ' 3. That this Permit should be retained indtfiWely,or as long as the said Permittee wishes to ' maintain the structure or project involved,to provide evidence to anyone concerned that f authorization was originally obtained. 4. R. 4. That the work involved will be subject to the inspection and approval of the Board or its A agents,and non-compliance with the provisions ofYhe originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable`intererence with navigation as a resultbf the work Q�. herein authorized. 6. That'fhere shall be no interforehte witlr the,right of the public to pass and repass along the beach between high and low water marks: f �h 7. That if future operations of the Town of Southold require the removal and/or alterations in • " .d the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. a? 8. That the said Board will be notified by the Permittee of the completion of the work authorized. y 9. That the Permittee will obtain all other permits and consents that may4required supplemental to this permit which may be subject to revoke upon'ftjQnnpbtain same. • s } James F. King, President QF SOUT • Town Hall Annex �0� _ Bob Ghosio,Jr.,Vice-President `O 54375 Main RoadP.O. Box 1179 Dave Bergen # Southold, New York 11971-0959 John Bredemeyer AQ - Michael J. Domino _� Telephone(631) 765-1592 Fax(631) 765-6641 �y00UNV I BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT#8349C Applicant/Agent: Suffolk Environmental Consulting, Inc. Permittee: Parviz Lalezari SCTM#: 13-2-7.7 Project Location: 1390 Demarest Road, Orient Date of Resolution/Issuance: December 11, 2013 Date of Expiration: December 11, 2015 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: To restore the bluff face via cut-and-fill (with the inclusion of+/481 cubic yards of fill obtained from on-site); and install a 17' tall, 10' wide, 115' long rock revetment to protect the toe of the bluff; construct beach access stairs consisting of 4' wide stairs with associated 5'x6' entry platform with bench, a 4'x4' landing, a 5'x6' landing with bench, and a 4'x4' base platform, total length of stairs to be 77'; and install revetment stone steps from base platform to beach; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated October 8, 2013, and stamped approved on December 11, 2013. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: (apply if marked) In accordance with Chapter 111-15 Erosion Protection Structures: XX A maintenance agreement is attached hereto and is a necessary special condition of this permit. o� BY: James F. King, President Board of Trustees • James F.King,President QF SO(/Ty Town Hall Annex Bob Ghosio,Jr.,Vice-President 54375 Main Road P.O. Box 1179 Dave Bergen Southold, New York 11971-0959 John Bredemeyer Michael J. Domino G i� Telephone (631) 765-1892 2pelp � Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 30-YEAR MAINTENANCE AGREEMENT EROSION PROTECTION STRUCTURES CHAPTER 111-15 OF THE SOUTHOLD TOWN CODE i (We) Parviz Lalezari The owners of record of property at: 1390 Demarest Road, Orient, New York SCTM#: 1000-13-2-7.7 in applying for a Coastal Erosion Permit for an erosion protection structure do hereby agree to a 30-Year Maintenance program for a structure as described: to install a 17' tall. 10' wide. 115' long rock revetment to protect the toe of the bluff, as shown on the attached licensed survey and/or site plan for the approved structure. It is my/our understanding that we are to maintain this structure with materials designed to endure 30 years and/or equivalent to the original approved structure. Any maintenance which involves more than 50% of the length of this structure requires approval of the Board of Trustees. We further understand that failure to maintain the structure could result in a requirement to post a bond and/or have the repairs ordered as a lien against the property upon a finding by the Board of Trustees that said lack of maintenance would risk life, property or important natural resource features. Notarized signature of owner of record Notary R blic This maintenance agreement shall only be valid upon the attachment of a licensed land survey/and or site plan made within one year of the original construction and validated to show the final approval of the administrator. BETTY J EDWARDS Notary Public - State of New York NO.01ED6152055 Qualified in Bronx County My Commission Expires Aug 28, 2014 James F. King, President 0 q souryo • Town Hall Annex Bob Ghosio;Jr.,Vice-President 54375 Main Road P.O. Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer G Michael J. Domino �O Telephone(631) 765-1892 lyC,o� ` Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 11, 2013 Mr. Bruce Anderson Suffolk Environmental Consulting, Inc. PO Box 2003 Bridgehampton, NY 11932 RE: PARVIZ LALEZARI 1390 DEMAREST ROAD, ORIENT SCTM# 13-2-7.7 Dear Mr. Anderson: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, December 11, 2013 regarding the above matter: WHEREAS, Suffolk Environmental Consulting, Inc. on behalf of PARVIZ LALEZARI applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, and Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated November 13, 2013, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on December 11, 2013, at which time all interested persons were given an opportunity to be heard, and, z 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 standards set forth in Chapter 275 and Chapter 111 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of PARVIZ LALEZARI to restore the bluff face via cut-and-fill (with the inclusion of+/-481 cubic yards of fill obtained from on-site); and install a 17' tall, 10' wide, 115' long rock revetment to protect the toe of the bluff; construct beach access stairs consisting of 4' wide stairs with associated 5'x6' entry platform with bench, a 4'x4' landing, a 5'x6' landing with bench, and a 4'x4' base platform, total length of stairs to be 77'; and install revetment stone steps from base platform to beach; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated October 8, 2013, and stamped approved on December 11, 2013. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, 04 James F. King President, Board of Trustees JFK/amn • 0 James F. King, President �gofFO(,t•C Town Hall Annex Bob Ghosio,Jr.,Vice-President 3g��4 ��iy 54375 Route 25,P.O. Box 1179 Dave Bergen Southold,NY 11971 John Bredemeyer y Telephone(631)765-1892 Michael J. Domino �O1 baa Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: w I Please be advised that your application dated has been reviewed by this Board at the regular meeting of 2 and your application has been approved pending the completion of t e following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St Day of Construction ($50.00) Y2 Constructed ($50.00) Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) 30-Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ Soxo BY: James F. King, President Board of Trustees Parviz Lalezari 1390 Demarest Road, Orient SCTM# 13-2-7.7 12/4/13 1. Y •, 1 Ye R �r 1 ` I� �-3G RRR IFlI'4'1 40 .Y..S , yy6 f Nunemaker, Amanda • From: Parviz Lalezari <lalezari2@aol.com> Sent: Tuesday, November 26, 2013 2:31 PM To: Nunemaker, Amanda Subject: Bluff restoration, fill, plant and stairway Dear Ms. nunemaker, Thank you for informing me that the Town Trustees are planning to visit my property at 1395 Demarest Road on Wednesday, December 4, 2013 to consider my application for repairing the damage caused by the Hurricane Sandy. I would be grateful to you if you could bring my request to the attention of the trustees to consider approval of my application as soon as possible. The reasons for this request are: 1. My neighbors, Carole server and Sandra Sinclair also have applied for repair of their own properties located on the east of my property and it is my understanding that the Trustees have already approved Server's application submitted earlier. For both practical and financial reasons it is essential that all the three works be done together, particularly for the difficult access to the shore needed for the repair. 2. 1 have noticed that under windy conditions, large amount of sand from the bluff blows into my house, and more importantly, it markedly increases the bluffs erosion because of loss vegetations. I would greatly appreciate it if the Trustees would consider expediting approval of mine and Sandra Sinclair's applications. Sincerely, Parviz Lalezari, M.D. RFIE05 11 , D NOV 2 6 2013 James F.King,President �S11FF0(,YCpp Bob Ghosio,Jr.,Vice-President V,'y P.O.Box 1179 Dave Bergen Southold,NY 11971 John Bredemeyer { Telephone(631 765-1892 Michael J.Domino O Fax(63 1)765-6641 Southold Town Board of Trustees Field Inspection/Work Session Report Date/Time: A �//3 /o.'Ya Suffolk Environmental Consulting, Inc. on behalf of PARVIZ LALEZARI requests a Wetland Permit and a Coastal Erosion Permit to restore the bluff face via cut- and-fill (with the inclusion of+/-481 cubic yards of fill obtained from on-site); and install a 17' tall, 10' wide, 115' long rock revetment to protect the toe of the bluff; construct beach access stairs consisting of 4' wide stairs with associated 5'x6' entry platform with bench, a 4'x4' landing, a 5'x6' landing with bench, and a 4'x4' base platform, total length of stairs to be 77'; and install revetment stone steps from base platform to beach. Located: 1390 Demarest Road, Orient. SCTM# 13-2-7.7 Type of area to be impacted: _Saltwater Wetland _Freshwater Wetland _Sound _Bay Distance of proposed work to edge of wetland Part of Town Code proposed work falls under: _Chapt.275 _Chapt. 111 _other Type of Application: _/Wetland /'C'oastal Erosion _Amendment —Administrative—Emergency_—Pre-Submission Violation Info needed: Modifications: Conditions:——Q/— G Presept Were: _J Kipp _�Ghosio D. Bergen, _J. Bredemeyer / Michael Domino D. Dzenkowski other Form filled out in the field by Mailed/Faxed to: Date: AIL Sutlolk EnMMZM en�sulting, Inr. PropertyIALFZARI I�'coIDau\iIL4Rr,Sui�c•F:,2;i`2`l\7xin Ytrco P.O.lam 2008,l3rid�'cLem�ilon, l', 1193' 1 DemarestRoad, P:(fi811 537-51(10 1i11i3 U:i37-L291SCTM#: 1000 1 07.7 0 Subject Property V 1 _ oo�� eath Am 0 I.ALEZARI Property Situate: 1390 Demarest Road, Orient, NY, 11957 SCPM#: 1000- 14 - 02 - 01.8 A A Y ..�. iia . `�"� .. ♦�y1 :. Photograph taken of the proposed location of the Rock Revetment on the Lalezari Property. Thus photograph was taken from the west edge of the property line, facing southeast. Highlighted are flags placed to denote the seaward edge of the proposed revetment. Note that the flag highlighted in yellow marks the tie in point for the Lalezari Revetment to the proposed Frankel Revetment to the east. The flag highlighted in blue denotes the terminus of the beach access stairs LALF.7ARI Property Situate: 1390 Demarest Road,Orient, NY, 11957 SCTM#: 1000 - 14 - 02 - 01.8 s. t .. Photograph taken of the proposed location of the Rock Revetment on the Lalezari Property. This photograph was taken from the east edge of the property line, facing south. The highlighted flag shows the western edge of the proposed Frankel revetment, which will function as the eastern terminus of the Lalezari revetment. The damaged beach access stairs inh photograph will be removed upon construction. I.ALEZARI Property Situate: 1390 Demarest Road, Orient, NY, 11957 P:(63D.5,37-5160 F031)537-52911 SCl'M#: 1000- 14 - 02 - 01.8 Y� r . s Photograph showing the state of the bluff on the Lalezari property, and the properties to the east. The blue highlighted flag denotes the terminus of the beach access stairs, while the red highlighted flags denote the position of the proposed rock revetment on the property. I.ALEZARI Property 1,A).Box 2003.Bi idgultamponi,NY, 1193 Situate: 1390 Demarest Road, Orient,NY, 11957 SC rM#: 1000- 14- 02 - 01.8 �L T H � y Y 4 ,k�yl• '� {i Photograph taken of the proposed location of the Rock Revetment on the Lalezari Property. This photograph was taken from the top of the damaged bluff, facing northwest. The flags highlighted in red denote the proposed location of the rock revetment, while the flag highlighted in yellow denotes the terminus of the beach access stairs. Sullolk Eng°ironme:ntal Consul�iug, Inc. . DT Property Nc�cman 4'ilhiµc,Suilc l?,23L1 Maio Rurc� P.<). lios 2003,Bridgch:uupaxi,Nl', 1193` �� � . _ Road, Orient, 9 57 Pa63k1 G37-51(10 1^(fi,„1)537-5`191 1114 - 02 -01.8 55 ♦ Tq � N Photograph taken • ' the top of on property. The beach locatedaccess stairs are • ' from • N /y�...P-0 BS MD. _./ rj �- FD aru uVy •� / .W ` j, `�° // r� / I a wa ii'— �av4 ii' � J//��PD� O � P � �� /�� .wn uX �,/ M�IP vivo _ /� � uyq �� � �� � w ' i /9�� weww.r �wu �°�' ` zvw 1°� r7cx—_—_—_�----_--w[ � _ rp*rcE COUNiV OF SUFFOLK ® � �CPOM MO u�— �.� TI =�.. _O_ = __^_ __..-- _ _ e m .� Reel P�npe�b Tu 3erviv�9enry a 17 wwternw OFFICE LOCATION: so MAILING ADDRESS: Town Hall Annex l� l0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) G Southold, NY 11971 P Q Tele hone: 631 765-1938 .� p Fax: 631 765-3136 ��y00UNT'I,Ncc`1, LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM DEC — 9 2013 To: Jim King, President Town of Southold Board of Trustees Board of Tru From: Mark Terry, Principal Planner LWRP Coordinator Date: December 9, 2013 Re: Proposed Wetland Permit for PARVIZ LALEZARI SCTM#1000-13.-2-7.7 Note that the property to the west of the subject property constructed a similar action in 2013 pursuant to permits TR 7552 and 7552C. Suffolk Environmental Consulting, Inc. on behalf of PARVIZ LALEZARI requests a Wetland Permit and a Coastal Erosion Permit to restore the bluff face via cut-and-fill (with the inclusion of+/-481 cubic yards of fill obtained from on-site); and install a 17' tall, 10' wide, 115' long rock revetment to protect the toe of the bluff; construct beach access stairs consisting of 4' wide stairs with associated 5'x6' entry platform with bench, a 4'x4' landing, a 5'x6' landing with bench, and a 4'x4' base platform, total length of stairs to be 77'; and install revetment stone steps from base platform to beach. Located: 1390 Demarest Road, Orient. SCTM# 13-2-7.7 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided the following is considered. Note the LWRP qualifies the construction of these types of erosion control structures to the Policy 4.1 which states the following: D. Use hard structural erosion protection measures for control of erosion only where: 2. Vegetative approaches to controlling erosion are not effective. 3. Enhancement of natural protective features would not prove practical in providing erosion protection. 4. Construction of a hard structure is the only practical design consideration and is essential to protecting the principal use. 5. The proposed hard structural erosion protection measures are: a. limited to the minimum scale necessary b. based on sound engineering practices 6. Practical vegetative methods have been included in the project design and implementation. 7. Adequate mitigation is provided and maintained to ensure that there is no adverse impact to adjacent property or to natural coastal processes and natural resources and, if undertaken by a private property owner, does not incur significant direct or indirect public costs. It is recommended that the Board assess the potential impacts to the property to the west as a result of this action. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney ��$uFFot�r Peter Young,Chairman Town Hall,53095 Main Rd. Lauren Standish,Secretary O P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1892 Fax(631)765-6641 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., December 4, 2013 the following recommendation was made: Moved by John Stein, seconded by William McDermott, it was RESOLVED to SUPPORT the applications of PARVIZ LALEZARI to restore the storm- damaged bluff face via cut and fill with the inclusion of 481 cy. of fill obtained from the regrading of the bluff, and install a 17' tall, 10' wide, 115' long rock revetment to protect the toe of the bluff from future storm damage and erosion. Construct a set of beach access stairs from the top of the bluff over the revetment and down to the beach. Located: 1390 Demarest Road, Orient. SCTM#13-2-7.7 Inspected by: John Stein, Peter Young, William McDermott The CAC Supports the applications with the installation of gutters and drywells on the dwelling to contain the roof run-off. Vote of Council: Ayes: All Motion Carried Office Use Only X Coastal Erosion Permit Application (_Wetland Permit Application Administrative Permit Amendment/Transfer/Extension Received Application:alki3A3 Received Fee:$ EA 047 Completed Application: 11 ILV23 Incomplete: SEQRA Classification: u u NOV 3 213 Type I Type II Unlisted_ Coordination(date sent) _LWRP Consistency Assessment I1 Form: 713 M11111gppdp;p l�ma� Date of Inspection: 3 It Receipt of CAC Report: 7 Lead Agency Determination Technical Review: Y Public Hearing Held: O i 1 W3 Resolution: Name of Applicant PARVIZ LALEZARI Address 1 Church Lane, Scarsdale, NY, 10583 Phone Number: (631) 537-5160 Suffolk County Tax Map Number: 1000-013-02-007.7 Property Location: 1390 Demarest Road:Orient,New York (provide LILCO Pole#, distance to cross streets, and location) AGENT: James F. Laird 0 Suffolk Environmental Consulting,Inc. (If applicable) Address: P.O. Box 2003: Bridgehamnton,NY 11932 Phone: (631) 537-5160 Board of Trustees Application GENERAL DATA Land Area (in square feet): 78.415 square feet t Area Zoning: R - 40 Previous use of property: Residential Intended use of property: Residential Covenants and Restrictions: Yes X No If"Yes", please provide a copy. Does this project require a variance from the Zoning Board of Appeals Yes X No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept. Yes X No Prior permits/approvals for site improvements: Agency Date N/A No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): Applicant proposes to improve upon the above referenced property in order to better protect the existing storm-damaged bluff from future storm damage. Accordingly, the anolicant proposes to restore the storm-damaged bluff face via cut-and-fill (with the inclusion of 481.00 cubic yards t of fill obtained from the regarding of the bluff). and install a 17' tall, l0' wide. 115' long Rock Revetment to protect the toe of the bluff from future storm damage and erosion. Furthermore. the applicant is proposing to build a set of Beach Access Stairs from the top of the bluff, over the revetment, and down to the beach. The total length of the staircase will be 77' and will descend 27'. Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purposes of proposed activity: Applicant proposes to improve upon the above referenced property in order to better protect the existing storm-damaged bluff from future storm damage. Accordingly, the applicant proposes to restore the storm- damaged bluff face via cut-and-fill (with the inclusion of 481.00 cubic yards ± of fill obtained from the regarding of the bluff), and install a 17' tall. 10' wide. 115' long Rock Revetment to protect the toe of the bluff from future storm damage and erosion. Furthermore, the applicant is proposing to build a set of Beach Access Stairs from the top of the bluff, over the revetment, and down to the beach. The total length of the staircase will be 77' and will descend 27'. Area of wetlands on lot: 0.0 square feet Percent coverage of lot: 0.0 % Closest distance between nearest existing structures and upland edge of wetlands: N/A feet (vacantparcel) Closest distance between nearest proposed structures and upland edge of wetlands: 25.0' ± feet (prop. Bluff&airway/Rock Revetment) Does the project involve excavation or filling? No X Yes If Yes, how much material will be excavated? 481 ± (cubic yards) How much material will be filled? 481± (cubic yards) Manner in which material will be removed or deposited: Material will be deposited and graded via typical front-end loader and by—hand. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): No impact to the surrounding environment is anticipated in that the goal of this moiect is to simply restore the natural state & repose of the existing bluff via restoration of lost lands and the future protection of the bluff via the installation of the revetment along the toe of the bluff & native plantings along the face of the bluff. Additionally, no adverse impact is anticipated with the placement of the proposed bluff stairway in that these benign access structures are commonplace along this shoreline, and have not resulted in any form of negative effects to the surrounding environment. Further, all proposed activity is to take place a minimum of 25.0' ±from the Average High Water Mark. Board of Trustees Application COASTAL EROSION APPLICATION DATA Purposes of proposed activity: Applicant proposes to improve upon the above referenced property in order to better protect the existing storm-damaged bluff from future storm damage. Accordingly, the applicant proposes to restore the storm- damaged bluff face via cut-and-fill (with the inclusion of 481.00 cubic yards ± of fill obtained from the regarding of the bluff), and install a 17' tall, to' wide. 115' long Rock Revetment to protect the toe of the bluff from future storm damage and erosion. Furthermore, the applicant is proposing to build a set of Beach Access Stairs from the top of the bluff, over the revetment, and down to the beach. The total length of the staircase will be 77' and will descend 27'. Are wetlands present within 100 feet of the proposed activity? No X Yes Does the project involve excavation or filling? No X Yes If Yes, how much material will be excavated? (cubic yards) How much material will be filled? 481 (cubic yards) Manner in which material will be removed or deposited: Clean fill to be initially eposited from the upland portion of the bluff via a typical front- end loader, graded &groomed by small Bobcat where possible, and the remainder performed by hand. Describe the nature and extent of the environmental impacts reasonably anticipated resulting from implementation of the project as proposed. (Use attachments if necessary) No impact to the surrounding environment is anticipated in that the goal of this project is to simply restore the natural state & repose of the existing bluff via restoration of lost lands, and the future protection of the bluff via the installation of the revetment along the toe of the bluff & native plantings along the face of the bluff. Additionally, no adverse impact is anticipated with the placement of the proposed bluff stairway in that these benign access structures are commonplace along this shoreline, and have not resulted in any form of negative effects to the surrounding environment. Further, all proposed activity is to take place a minimum of 25.0' ±from the Average High Water Mark. 617.20 Appendix B Short Environmental Assessment Form Instructions for Comoletine Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: LALEZARI Project Project Location(describe,and attach a location map): 1390 Demarest Road,Orient,NY, 11957 Brief Description of Proposed Action: Applicant proposes to improve upon the above referenced property in order to better protect the existing storm-damaged bluff from future storm damage. Accordingly,the applicant proposes to restore the storm-damaged bluff face via cut-and-fill(with the inclusion of 481.00 cubic yards t of fill obtained from the regrading of the bluff),and install a 17'tall, 10'wide, 115'long Rock Revetment to protect the toe of the bluff from future storm damage and erosion.Furthermore,the applicant is proposing to build a set of Beach Access Stairs from the top of the bluff,over the revetment,and down to the beach. The total length of the staircase will be 77'and will descend 27'. Name of Applicant or Sponsor: Telephone: (631)537-5160 James F.Laird-Suffolk Environmental Consulting, Inc. E-Mail: James.F.Laird@gmall.com Address: P.O. Box 2003 City/PO: State: Zip Code: Bridgehampton NY 11932 1.Does the proposed action only involve the legislative adoption of a plan, local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑✓ ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: ❑ ❑ NYS Department of Environmental Conservation 3.a. Total acreage of the site of the proposed action? 1.80 acres b.Total acreage to be physically disturbed? <.1 acres c. Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1.80 acres 4. Check all land uses that occur on,adjoining and near the proposed action. E]Urban [:]Rural(non-agriculture) ❑Industrial ❑Commercial 0 Residential(suburban) OForest OAgriculture 0Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑✓ ❑ b.Consistent with the adopted comprehensive plan? ❑ ❑✓ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ ❑✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 7 F1 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES o ❑ b.Are public transportation service(s)available at or near the site of the proposed action? ❑✓ F-1- c. c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑✓ ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑✓ ❑ Proposal is for a Rock Revetment and Beach Stabilization project,and therefore does not require potable water access 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑✓ ❑ Proposal is for a Rock Revetment and Beach Stabilization project,and therefore does not require wastewater treatment 12. a. Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ❑✓ ❑ b. Is the proposed action located in an archeological sensitive area? ❑ 1-1 13.a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑✓ b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: m Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban m Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ❑✓ ❑ 16. Is the project site located in the 100 year flood plain? NO YES 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO 7YES ❑✓ ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO YES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g. retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ❑ ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑v( El 20. Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor n • James F aird-Suffolk Environmental Consulting,Inc. Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning ® ❑ regulations. 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate � reasonably available energy conservation or renewable energy o D1 El opportunities? 7. Will the proposed action impact existing: ❑ a. public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, �( waterbodies,groundwater,air quality,flora and fauna)? El El Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage E]problems? IE 11. Will the proposed action create a hazard to environmental resources or human health? 0 Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail, identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-tens and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. sDa,y,ey o% '�aSrEES //4d l3 Name of Lead Agency _ DD to ✓l km Ff /� 1�lA.)� /�reSZ Z 7— Print Print or Type Name of Responsible Off er in Lead Agency Title of Responsible Officer t Y gnature of Responsible Officer ead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Suffolk Environmental Consulting, Inc. Newman Village, Suite E,2322 Main Street,P.O. Box 2003, Bridgehampton, New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson, M.S., President ji December 3, 2013 DEC - 4 ?013 Mr. James King, Chairman Town of Southold Board of Trustees. P.O. Box 1179 Southold, NY 11971 Re: Galezari Property Situate: 1390 Demarest Road; Orient SCTM#: 1000- 13-2-7.7 Dear Mr. King, As you know this Firm represents the owner of the property referenced above who is seeking to improve thereon. As per the hearing requirements of the Southold Board of Trustees I enclose herewith: ➢ Affidavits of Mailing dated November 22, 2013, with certified receipts attached to all abutting property owners. Please be advised that we will forward to you the green receipts cards as we receive them. Should you have any questions concerning this matter, please contact this office at any time. Thank you in advance for your attention and consideration. Sincerely, Diane K. Wassick enc. cc: Mr. Lalezari PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: SEE ATTACHED STATE OF NEW YORK] : ss COUNTY OF Suffolk] Diane R. Wassick c/o Suffolk Environmental Consulting, Inc. residing at 2322 Main St. ; Newman Village Suite E; P.O. Box 2003; Bridgehampton, NY 11932 ,being duly sworn deposes and says that on the 2,'2- _ day of A44L�� 201 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Bridgehampton , that said Notices were mailed to each of said persons by (certified) (registered) mail. Sworn to before me this_ a�,t, day ofAZp 2013 Noar Public \ M�tthFw D. (vans Noi2r v ,lc o� Nev9 York Con�m s oCxp� rary 22, 20 ��� r LALE ARI property Situate: 1390 Demarast Road Orient,NY SCl'M#: 1000-13-2-7.7 1585 Demarest Rd 13.-2-7.10 Robert T. Demarest 1585 Demarest Rd PO Box 656 Orient, NY 11957 29525 Route 25 13.-2-7.13 PJH Realty Corp 48-1137th St Long Island City, NY 11101 29821 Route 25 14.-2-1.9 Frankel Oliver 29821 Route 25 Orient, NY 11957 U.S. Postal Servic- I CERTIFIED MA. ..,. RECEIPT (Domestic Mail Only;No Insurance Coverage Provided) t *'� For tlelivery Inlormatlon visit our website a(www i s �� � � ��i'u ps.00m ��,I piyyrt :: Ln m 1 h fit k Ir Postage $ 1 cb I 11 . •' rruU Total Postage&Fees $ $6. Ve i �41v •. Y ,i PS Tann;;fi10,Aurµisl 200E � __ _ Scc Rc' M I;strtlgons U.S. Postal Service CERTIFIED MAIL RECEIPT (Domestic Mail Only;No Insurance Coverage Provided) For delivery information visit our website at www.usps.com CM i' 1'7.1 �71� c - Cartified Fee S3 ReWm Fee PAM22 2013 n 11 r-q • / 113 ru ru -------------- Y ' AA1���12006 So- Frvcu fat lnsV uclloiu U.S. Postal Service CERTIFIED MAILr RECEIPT (Domestic Mail Only;No Insurance Coverage Provided) Ln For tleliyyvery information visit our website at www.usps.com 1'71.1jE47 Cv Er r-I Certified Fes 13.10 _ 1, NOV • va 1 �w O�1 ru i •ru .. i�' 1 NS Farm 3P I.Aa�uel/Uf:fi c Po...:�r.v Inr h�shirponti • g fFOL�co • .lames F. King. President � �' Town Hall.53095 Main Rd. Bob Ghosio,.Ir..Vice-President P.O. Boa 1179 Dave Bergen Southold,NY 11971 John Bredemeyer 7/Q ��' Telephone(631)765-1892 Michael J. Domino '! # �` Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of PARVIZ LALEZARI COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR EIGHT DAYS hDaAz X I(k residing at/dbaSZ,(,Cjep4,< fi:1yL2jrLwmr_&Z4 'A)JM J),,&2 0 1 1,9dtof sung � ; ��(/i���k�T77y✓1 being duly sworn, depose ands : That on the,2 day of DMS, 2015, I personally posted the property known as 1 390 Dc"e�-g" „Q a — by placing the Board of Trustee official postete wher it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday, December 11, 2013. Dated: (signature) Sworn to before me this lay ofPK,2013 Not y Jiblic r) i„a.ns "ork MaMew D )vans Notary f i i,t.!a York z� 20 t]ualifiec S o r; County Commission Ex{, it, January 22, 20 (� NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a public hearing will be held by the SOUTHOLD BOARD OF TRUSTEES at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: Poxv; x 4&1ezor-J4 SUBJECTO F PUBLIC HEAR I N G. Restore the bluff face via cut-and-fill (with the inclusion of +/-481 cubic yards of fill obtained from on-site and install a 17' ), tall, 10' wide, 115' Ion rock revetment to rote . 9 protect the toe of the bluff construct beach access stairs consisting of 4' wide stairs with associated 5'x6' entry platform with bench, a 4'x4' landing, a 5'x6' landing with bench, and a 4'x4' base platform, total length of stairs to be 77'; and install revetment stone steps from base platform to beach. TIME & DATE OF PUBLIC HEARING: 04ft3jayof cem6er /10 awl • v+arvbox+ .S.'30PIO If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection rior to the day of the hearing during normal business days between the hours ofp8 a.m and ,4 a.m BOARD OF TRUSTEES * TOWN OF SOUTHOLD * 631 765- 1892 Board of Trustees Application County of Suffolk Stats of New York PARVIZLALEZARI BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMELESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY BIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES, TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. signature / SWORN TO BEFORE ME THIS 3 s f DAY OF 20L /Notefy Public BETTY J EDWARDS Notary Public-State of New York NO.01 ED6152055 Qualified in Bronx County My Commission Expires Aug 28, 2014 Board of Trustees Application AUTHORIZATION (where the applicant is not the owner) I, PARVIZLALEZARI residing at 1 Church Lane (print owner of property) (mailing address) Scarsdale, NY, 10583 do hereby authorize Suffolk Environmental (Agent) Consulting, Inc. to apply for permit(s) from the Southold Board of Town Trustees on my behalf. (Owner's rs gnature) APPLICANT TRANSACTIONAL DISCLOSURE FORM (FOR SUBMISSION BY OWNER and OWNER'S AGENT) The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The purpose of this form is to provide information. which can alert the Town of nossible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Lait'zarl, Parviz (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company. If so,indicate the other person or company name.) NATURE OF APPLICATION: Check all that apply.) Tax Grievance Variance Special Exception If"Other", name the activity: Trustees Wetlands Permit Change of Zone Approval of Plat Exemption from at 0 or Official Map Other Do you personally,(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. `Business interest" means a business, including a partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation in which the Town officer or employee owns more than 5%of the shares. YES NO�✓ Complete the balance of this form and date and sign below where indicated. Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D(below)and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); QB)the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of Signature: Print Name: tW ky t( 1, LCZkR 1 0 0 Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PSWM$ Y LOCATM MTxO: THE FOLLOWING ACTIOtq MAY REQUIRE THE DHRMMSM OF A y 1000- 013- 02 - 007.7IND.DURPAIII AND C*KnWL PUN SCOPE OF WORK - PROPOSED CONSTRUCTION rf'EM# / WORK ASSESSMENT Yes No a. Whet Is the Total Area of the Project Paroeh7 Will this Project Retain AS Storm-Water RwWR (Include Total Area or all Percale located within 1.80 acres Generated by a Two(2')Inch Rainfall on SM? ❑ the Scope of Work for Proposed Construction) (S.F.r Asa) (This Iters Will Include all rum off created by she �( b. Whet is the Total Area d Land Clewirp clearing and/or construction activities as well as all — angor Ground Disturbance for the proposed <0.1 acre. She Improvements and the pemanest creation of consaudion aclltagR ray.ria..) bnpervious surfaces.) PROVIDE BRIEF PROJECT DIESCR1FnON lF,e as�asarP.ee a Wslg Z Does it*Site Plan and/or Survey Show M Proposed Drainage Structures Indicating Size 6 Location?This XItem shall Include all Proposed Grade Chapel and -- Applicant proposes to improve upon the above referenced Slopes Controlling Surface Water Flaw. property in order to better protect the existing storm- damaged bluff from future storm damage. Accordinglim3 pegs the Site Plan and/or Survey describe the erosion F-1y the Ed sediment control practices that will be used to �( applicant poses to restore the storm-damaged bluff face control ske erosion End atm., waterdbch.rites. This via cut-and-fill (with the inclusion of 481.00 cubic yards f Item must bemaintained the Entire of fill obtained from the regarded blufl), and install a 17' Consbudbn Period. tall, lo' wide. 115' long Rock Revetment to protect the toe 4 WE Ona Project Require any Land Fill ft.Grading or of the bluff from future storm damage and erosion Excavation where Uwe is a char"so the Natural y Furthermore, the applicant is proposing to build a set of FxisongGrade arvdvingnaetion200Cubic Yards II Beach Access Stairs from the top of the bluffff, over the of Material within any Parcel! revetment. and down to the beach. The total length of the 5 WR tion Application Require Land DlsarWrp'4ctivities ❑ staircase will be 77'and will descend 27'. Encompassing an Area In Excess d Five Thousand X (5,000 S.F.)Square Fast d Ground Surface? 6 Is there a Natural Water Course Running avaph the She? Is this Project within the Trustees jurisdiction general DEC X"P Rsoutranants: or within One Hundred(100')feel of a Wetland or Sr badsolen of a SWPPP Is mol had lor es Combnxson scilvales Involving sol Beach? dbbabanp dont(t)a mon oats: Indudne dbhawrnoes d less sou ane sae aur 7 Will there be Site preparation on Existing Grade Slopes we pen ofaler0aroarwron plan Urn nW uslmsay dabeb ors or ons sea of hit: which Exceed Fifteen(15)feet of Vertical Rise to a addlq Consbucton activists imaNenp sot Mshotencas of less ass one(1)acre whin One Hundred(100')of Horizontal Distance? is DEC has do" -mod est a aPOES penia Is mmared for storm wow - I rea. I SVN"%em reed she Mabmae Regwlmwa Of on SPMS General Panalt 8 Will Driveways.Pa d g Ames or other Impervious W Storm WSW Massaro"tan Construction activity-Ponta No.eP410-M.) Surfaces be Sloped to Direct Stomn•WaW Run-Of ❑ X 1.The SwPPP shat be pepww pea to 1M strbniew or tie Not.The Not YW be Into sndfor an the direction da Town right-of-wag sr TheSvto P Wdesrib pionw lei nonSso rmd dmnaeuctlon WMy. 2 The BWPPP sh.adsaorM as enoalert and sedaed axna pwclloM an0 wwe g WE tlds Prefect Require On Flacerrneol of Material. rapnaa0.POdm atm slam vateraanaganad"ctlop that WO be used wWor Ra novel of Vegetation and/or the Construction of any X coatucbd to mance Oe Pollutants In stonnnWest dledtsrya and so asses Hem Within the Town Right-of-Way or Road Shedder corrpMxe with 0e taea and owKW=of las pais.to oddUM ave SWPFP Yea Area?fni srw ee dor tndraews.wrseaarr...wMrsat NMRypdMaal WAVNapaaMlan WIdd may rassone*beespected toetea the RAry.Asswatoeuatar Ons�SW�aWWMQt gwpod4wwbuctbndm weernrmaenent praclba In a 6"aW as costuWen ate debabunothb oursS SY.&I Am In anima, oaroard shrabefxaPaed by a outland Design lhdasiaW Licensed In Now York aaanmWaW.Grains,Oratos"a Erosion Cor"Pan Is Required by toTown d that Is knaNadOaaaa In to pMdgAss and txactoee detomn Ween Ya usoo nes. aeutlsW wA YrW be aWmkbd W Revlaw Mea awanw dMy llaMkq Mrs. paI@ AUed Nre(�q aWx Anew M,wAQMltlanb laeaKbaCVrndrre 1petab,) SIAIT-OF NEW YORK, SUFFOLK BRUCEA AANDERSON@Sl1FFOLN� "••.SS ......ENVIRONMENTAL CONSULTING, .NC. being duly swam,deposes and says that he/she is the applicant for Permit. 17tat1...................................................................IN . (Name d lemrnaw eipirq DoQanners) And that he/she is the AGENT ................................................................................................................................................................... (ovww,CaraetUr,ASM.Corpaata Olaar,tai Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to snake and file this application;that all statements contained in this application are we to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application fil3L.- oaz Sworn to before me this;............1 ............................ OVE CL . zo.l..3Notary Public: ........... ................ No, 0111'6053855 a.edaepera) FORM - 06110 Commission Expires January 22, 20/l/ Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C,the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered"yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus,the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 013 02 007.7 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. ❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction, planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Applicant proposes to improve upon the above referenced property in order to better protect the existing storm-damaged bluff from future storm damage. Accordingly, the applicant proposes to restore the storm-damaged bluff face via cut-and-fill (with the inclusion of 481.00 cubic yards ± of fill obtained from the regarding of the bluff and install a 17' tall. 10' wide. 115' long Rock Revetment to protect the toe of the bluff from future storm damage and erosion. Furthermore, the applicant is proposing to build a set of Beach Access Stairs from the top of the bluff, over the revetment, and down to the beach. The total length of the staircase will be 77' and will descend 27'. Attach additional sheets if necessary Location of action: 1390 Demarest Road; Orient,New York Site acreage: 1.80:t Present land use: Residential(vacant) Present zoning classification: R-80 2. If an application for the proposed action has been filed with the Town of Southold agency,the following information shall be provided: (a) Name of applicant: Parviz Lalezari (b) Mailing address: 1 Church Lane,Scarsdale,NY, 10583 (c) Telephone number: Area Code(631)537-5160 (d) Application number, if any: N/A Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No ® If yes, which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable As indicated within Policy 1. "Development that does not reinforce the traditional land use pattern of the Town of Southold would result in o loss of the community and landscape character of Southold". this proposal is to restore& protect the storm-damaged bluff via replacement of lands lost, installation of a rock revetment at the bluff toe and planting of the bluff face with native plantings, as well as provide safe & practical access to the shoreline via the proposed bluff stairway. Consequently, the "landscape character' is being maintained by the restoration and protection of its natural shoreline, and the "community character" is being maintained in that the proposed bluff stairway is an access structure typical of this shoreline neighborhood. Consequently,we believe that this proiect is compliant with this Polio Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Policy 2 is not applicable in that subiect lot and the surrounding neighborhood cannot be deemed a substantial historic and/or archaeological resources. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 5 through 7 for evaluation criteria ® Yes ❑ No ❑ Not Applicable Subject proposal will comply with this Policy in that we are simply attempting to restore and protect what has existed hereon and which helped define the local scenic resources of the surrounding shoreline Additionally, there are several similarly designed revetments in the vicinity Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life,structures,and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Subject proposal is not applicable to this Policy. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III -Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Subject proposal is not applicable to this Policy. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Subject proposal is not applicable to this Policy. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III -Policies Pages 32 through 34 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Subject proposal is not applicable to this Policy. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III-Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Subject proposal is not applicable to this Policy. Attach additional sheets if necessary PUBLIC COAST POLICIES Policy 9. Provide for public access to,and recreational use of,coastal waters,public lands,and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Subject proposal is not applicable to this Policy. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependence uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Subject proposal is not applicable to this Policy. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound,the Peconic Estuary and Town Waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Subject proposal is not applicable to this Policy. Attach additional sheets if necessary 0 0 Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies;Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Subject proposal is not applicable to this Policy. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Subject proposal is not applicable to this Policy. Attach additional sheets if necessary Created on 5/25/05 11:20 AM Suffolk Environmental Consulting, Inc. Newman Village, Suite E, 2322 Main Street,P.O. Box 2003, Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (63 1) 537-5291 Bruce Anderson, M.S., President P[NOV 1 3 2013 November 12, 2013 ; Hand Delivered Jim King, Chairman Q'd Board of Trustees ' " - Southold 'town Hall P.O. Box 1179 Southold, NY, 11971 Re: I,ALEZARI Property Situate: 1390 Dermarest Road, Orient, NY, 11957 SCI'M#: 1000 -13 - 02 - 07.7 Dear Mr. King, This Finn represents Mr. Parviz Lalezari, owner of the above referenced property, who is seeking approval construct a rock revetment along the toe of her blulf, as well as re-grade and vegetate the existing bluff. Accordingly I have enclosed the following: • Southold Town Trustees Coastal Erosion Permit Application,original and two 121 copies, • Short Environmental Assessment Form for the subject proposal, four 141 copies, • LWRP Consistency Assessment Form for the subject properly, four 141 copies, • Town of Southold Erosion, Sedimentation,&Stormwater Runoff Assessment form, four 141 copies, • Location Map for the subject property, fbur141 copies, • Photographs of the subject property, four-141 copies, • Revetment Plans for the proposed addition. Prepared by Jc&ry 7: 13utler, P.L.last dated October 24, 2013, four 141 copies • Survey of the subject property, prepared by jolm C Ehlers L.S., last dated August 9, 2013 • A Check made payable to the Town of Southold to cover the requisite application fee. By way of this correspondence, and on behalf of the property owner, I respectfully request for the commencement of review of the attached application, and the subsequent scheduling of this matter before the next available Town of Southold Board of Trustees meeting for permit issuance. Should you have any questions regarding this matter, please feel free to contact this office at any time. Thank you in advance for your cooperation. Sincercly, Jaynes F. Laird CC. P. Lalezari 5R\/EY OF PROPERTY SITUATE: ORIENT TOWN: SOUTHOLD 54JFFOLK COUNTY, NY 5URVEYED OH-29-2013 SUFFOLK COUNTY TAX # J i� 1000 - 13 - 2 - 7.7 / CERTIFIED TO: �LONC� 1 ELAN D SOUND GEGELIA LALEZARI PARVIZ LALEZARI S84000'21 11E 107.03' OB5ERVED HIGH WATER //te�aa pg _6____-__ - g= Q, Ell V AGN - D NOV 1 3 2013 =__=____ "��_ _ eo-rroriaF'eLuFF_ ----- -- - -- - -------- So 1—d Tppior:BLUFF oa r� rT,g _ d N ` ARCILINE _ ^po w L AA -- -------- �-t Q 2 STORy �. HOUSE , 6ME p r1 " T 0O p❑ Op : OO' oB \ A'XN�"T 1 � 1 DIRT FZOPDV'IP`Y \ 11 KOW OR FO GORP. \ q°3' LPND G rxl,� rn r 6P�EN I 0 454-19 p �o 5^ o 1 � � 0 0 o_oi 0 R �o �o 1 �or'O'o/o'° OF: LPNflPOWREPLTM GOR? Y 11 ° NE i 1 I C.Ell, NOTES: o PIPE FOUND v b y rs w�rw.xa�n.�ear wa.��i SLA TOPO REFERENCES NGVD '2Q DATUM AREA = "18,415 5.F. OR 1.80 ACRE5 JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIG 5GALE I,,= 50' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.C:\Usm\lohn\Dropbox\13\13-170.pm - m AREA CALCULATIONS a 1 � IA r4 t da tia, x 9 Nrq•Ir^ ry / �� ENTIRE PARCEL TOTAL AREA 421,159* SF YATHIN COASTAL v / /� '� U `1 0 �31,434� 9.F. / EROSION HAZER AREA yy�h s 1e , I e r r y 4 TO BLUFF LINE -25,2753 S.F. ,5,1' + / '�'I4/ •.-i C WETLANDS -27.6543 S.F. r�-�-1I NET AREA v N/F \ SAMUEL R. & \\ '' � ici"'9�" `F A2,�" >� I!• lt2 , 1`, 1 ry LAURA B. MARSHALL `s \ OPEN SPACE CALCULATION (SEC. 240-42 H(1): �' - \ - - N \`s �` \ 60% OF BUILDABLE LAND SET ASIDE FOR OPEN SPACE = 336,796 S.F. X 0.6 = 202,078 S.F. SINGLE FAMILY RESIDENCE \ 1 Nc�m' k'a' v7 '<' �xh,^ya''�CF�i✓�E'F.ary' r`).!u) - "„r MUNICIPAL WATER SERVICE \\ f t ^ 9 r I I� ',.SI I _ •� V] Q) 6 0 ON SITE SEPTIC SYSTEM :\� SITE DATA TABLE - ZONING DISTRICT R-60 ITEM REQUIRED PROVIDED PROVIDED PROVIDED 7 A. 3 ,, >j 7, y .� ` i„Y*' r .� S �,• n ' w '\ G r ! ' '`,�1`:iF , ^ �')1. HA'T' sn: `•s 4 , ?Y' '�1,%�r .v�1•w's.,`iC'y ,' v,; .y .. \ �� LOT 1 LOT 2 LOT 3 E 7 d riP ��' ,}i ud'i VIEW "D LOT AREA 80,000 SF13:2TING)SF 48,2573 SF 258,8641 SF ,II}vFrIG ilRy w1 `�! n�ar ,.( (' r �' HARBOR N F \ F LOT WDTH 175' 248' 244' K ATI r z c7n 1 i � �4 o w GUNTHER FRITZE � �� � FRONT YARD 60' N/A 208'SINGLE FAMILY RESIDENCE �� 20'/25' N/A 45'DASHED LINE LIMITS UL \o REAR YARD 75' N/A 138' VIEW "A" -MONUMENTS \Tm FRESH WATER WETLANDS MUNICIPAL WATER SERVICE +I ON SITE SEPTIC SYSTEM - m (FOUND, lYP) AS FLAGGED BY N.Y S.D E.C. \\C� NOTE 202,078 SQ. FT. OF BUILDABLE LAND ON LOT 3 SUBJECT TO OPEN SPACE EASEMENT 4\ 7-21-2006 \ A TOTAL AREA OF LOT 3 (DEED)- 343,2273 BE. ' S r- •sW W -!/ s TOTAL AREA OF LOT 3 SET ASIDE FOR OPEN SPACE- 286,4413 SF. Um $ou, Es s9'sA LIMITS OF FLOOD ; •,. / � ,E ?p+ ZONE VE EL-14 RNE LIMITS OF FRESH WATER �- I_ 4\ \ \ N/F - "�`��r �,- LOCATION MAP SCALE 1 "=600' WETLANDS AS FLAGGED BY ��� �� WELSH PARK GLENN JUST, JMO CONSULTANTS wa )r m::' MAP REFERENCES Mu \ BENEVOLENT CORP N Os-2013 .'/ ,o \\\. ,, Z r. r j�' 6 \ \ VACANT LANDn'S'i„f!' r u, 1.) 'PLAN MADE FOR MR. & MRS. WILLIAM C. RIDGEWAY JR. AT FISHERS ISLAND (OPEN SPACE) -- '= ° "r' _ ( pf N.Y." SCALE: 1"=40 FT. SEPT. 1955 BY CHANDLER & PALMER, ENGRS. I- O �l WETLAND 'may / �� olscHARCE /s Mu / �\ 10-� �\m _-- 2.) "SURVEY MAP PREPARED FOR GUNTHER FRITZE CRESCENT AVENUE & FOX ,? s AVENUE FISHERS ISLAND, NEW YORK" DATE: 07-21-2008SUR SCALE: 1"=40' SHEET ^ o O �I /qN �\ 6p. LIMRS OF FLOOD 1 OF 1 BY CME ASSOCIATES ENGINEERING AND LAND SURVEYING, PLLC. CME z r a / / / /'s\ X15-� - / ZONE AE EL-12 \ \ __ VIEW "B" FILE //2003832. � ~ � of m //:o�/ FR µ10E8/� /h.N \\ \ �/ ., v ' . ,t, 3.) "SURVEY MAP PREPARED FOR HOLIDAY HOUSE, LLC FOX AVENUE FISHERS p w >- a. BRUSH LINE ANO x /�/ 2 + / \ 20--�� 7 T\ ' '7 ' LIMITS OF /rv� / �(� \ GAS ;� #206 \ 1.''` ISLAND, NEW YORK" DATE: 06-01-2004 SCALE: 1"=40' SHEET 1 OF 1 BY CME DO Z W w 3 TIDAL WETLANDS / 2� � N/ �\ gppRux ANK7 MATUR�� N \ h ( ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC. CME FILE //2004827 NO J Z w c� / I mzm __ r r 2 J mwz a- THICKET N/F c > __ 4 1 , a r;- Y > 4.) FIRM-FLOOD INSURANCE RATE MAP SUFFOLK COUNTY, NEW YORK oo (n G �im / -6 55'32' w ��-ti�A' CHRISTOPHER I. EDWARDS ";. L' 7Ti a - IH~.y , i�' i COMMUNITY: TOWN OF SOUTHOLD NUMBER: 360813 PANEL 19 OF 1026 MAP �OfLLJ Z / DENSE q 30- LO��� W VACANT LAND x " 11 L's f r NUMBER 36103C0019H MAP REVISED SEPTEMBER 25, 2009. o x g \ �_ ITHICKEr �449fyy 110 �, N: 4779.78 +RE ?r y =I'1;) a 7 „ z a N O �I I \ \ // in "+tn,L ,�t: -351;5 6"�5 W: 2647.05 �\ fif Q w w N OP�� ✓✓YYY .1 d Tau.` AJ 5.) COASTAL EROSION HAZARD AREA MAP TOWN OF SOUTH OLD, SUFFOLK �� {- ecK COTTAGE `s -' `" v{ I r'W_ss:r COUNTY, NEW YORK SHEET 48-FI OF 49 SCALE: 1:2400 1"=200' (APPROX.) wa Lil roto LIJ ` nI t (ILLI I 1 /M !s"/ �a ,� `s J E -- ,L,;,,,,,,fik� r�',•A' >, DATED 8-29-88 REVISED 10-28-91. y m UC � �Z O (ll 21.62' I� P k^� M �Tf 14= I A Q M :I �I� �! '/ / / "_+� ae• / ;i`o*31 "+�`` I` ,my'�{ " NOTES 3 (nLIJ - (n LIMITS OF FLOOD Y - S 06'25'20" E r „ tV k, w+dW° sr xI a (2 Q ZONE VE EL-16 -DENSE REMOVE DRIVE LANE' / POLE 1MBA00'42'" E 58.13, '' L THICKET IN OPEN s'ACE / / + 68.68 - U' n I� ,� 1 , 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED 01 IY Ruses r 1 _ _ v. N/F 1, v ^r` 1 _ HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO � 1� / �'' r3 q H f {i ¢ BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE 0 YIELD LINE ( \ I ti R E oR" POLE . ;^1 POLE .�� ,.� SERGE J. DOYEN, JR. w'< " ,, "`L'�k {JzC4 / _p2Oz�o 3 FIi`1' a 's ENGAGEMENT. m (BLUFF LINE) '/x�/�y/ `7 x / s A SINGLE FAMILY RESIDENCE I lw to �i IIIA^ za )',rf 'Y 1.' \ uu17S OF OPEN //�- /N N� / -�� B• MUNICIPAL WATER �' 1• µ+'"���� I p.,+ IM fel d n ` P .'9 W \� \ SPACE EASEMENT n �.� FT ':' ET/wie f �"�r <r� , "" a 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, ml 1 f �( / Y o // \ � �N POLE \ ON SITE SEPTIC SYSTEM tg.,, ,,,,h? .,,,,1"7r.i!rdrfi^ k=lli.'„!u7d',.ah�jv�+9`.s,,.'14t,4.� ., .¢ UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO 1 I I I �/ gppfiDx. m� LOT \ 1 X201 N/F VIEW "C" ALTER AN ITEM IN ANY WAY. m CLOSING IT 0o ul /� / SHE/ SEPTO / / h o' HENRY L. FERGUSON MUSEUM \ DEED- 'ALONG r2 / I 1 \ 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S m �'I ml I o] 3 / S I MATURE R E `r' N VACANT LAND ) r z FISHERS ISLAND iv I /'-/ / h S 1 WOODS 1 `� o, SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF m SONND' c I I I S I I (PRIVATE OPEN SPACE) 73 J I / THE LAND SURVEYOR. COASTAL EROSION HAZARD LINE zl 12 �Pl^Q-r' / 41 III I I ?��7*P / / S 01'14'20" W / 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SHEET 46-Fl OF 49 ��� o vE '2 I I / z / 47.27' SURVEY TRIANGULATION STATION "PROS rn o CJ (.lI _ �' I I LEGEND Z a w ? ,h y o� �y I I / / / / MONUMENTS 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, of I (FOUND. TVP.) CON, a ¢� PROPERTY LINE SECTION 006, BLOCK 1, LOT 3, w 0 S 31'37'20" W / ABUTTERS LINE m I N ,9 a o I / D 6.) TOTAL AREA = 421,1593 SF (9.67± ACRES). a p I �� 6 / I / / 8715 / EDGE OF PAVEMENT - G R 6 \ ® , l I I I / �/,/ _______________________ 7.) SITE IS LOCATED IN R-80 ZONE. > OfH.BAy� /?3O*' W I\ ua PIC LSO rv, + � EDGE OF GRAVEL LL] a � za" / �0� EXISTING CONTOUR ---- 75 ---- 8.) UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND o w SHED PN �r l M TREE TREE / / 6rv,/ Q RETAINING WALL NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING Or F N al i/ / / yh L/ R SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, o w 65 / /�C F PRKPOE FRESHWATER WETLANDS a - a FROM PAROL TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST Z �Ig• 8E5`EO� FENCE X X * - BE CONSIDERED AS APPROXIMATE. ADDITIONALLY, OTHER SUCH FEATURES MAY o O4(FOUND) /3".ra .� P5 1bH W5 ��J1' /\ EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO CME O 95 {� p1A SE 5N - / ASSOCIATES, INC. z y4' \ eeGG6ee'• \ j 0 f y1P G TREE LINE X01�O5 `'jam/ BRUSH LINE 9.) OWNER/APPLICANT: os, ?' M TUBI= C SOIL LINE EPR FISHERS ISLAND TRUST II U/A DATED DECEMBER 11, 2002 a N/F \�Sy,, w�DDs, N/F NOW OR FORMERLY N F C/0 PETER 0. CRISP r HOLIDAY HOUSE, LLC �r S 55'49'50" W ELLEN MCCANCE PARKER / 20 RIVERVIEW ROADAO I / 71 2T N/F SINGLE FAMILY RESIDENCE HOBE SOUND, FLORIDA 33455 4 a rc SINGLE FAMILY RESIDENCE % THOMAS McCANCE, JR. UTILITY POLE -� o n „, MUNICIPAL WATER SERVICE MUNICIPAL WATER SERVICE o _ _ ON SITE SEPTIC SYSTEM N: 4104.30 ,'B - S 42'37'40" W SINGLE FAMILY RESIDENCE BOUNDARY POINT O 10. SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL ON SITE SEPTIC SYSTEM SYSTEMS. W 3101.35 49.70' MUNICIPAL WATER SERVICE DRILL HOLE DHO m' o oe SOI A���` �IFl ATI ONS / / ON SITE SEPTIC SYSTEM - - - APPROXIMATE LOCATION \ a m m x o L MONUMENT FOUND ■ 11. NEW PERMANENT WATER SERVICES TO BE INSTALLED AS REQUIRED BY m n - ESCARPMENTS ` 5" C.I. WATER MAIN FISHERS ISLAND WATER COMPANY. Es w N/F SQUARE FEET Y�SFFy O o 0 0 Mu MUCK PIC - PLYMOUTH LOAMY SAND, 8 TO 15 PERCENT SLOPES ; FISHERS ISLAND RESIDENCE TRUST FIRE HYDRANT spo 12.) BASE FOR LEVELS: NGVD 1929. 1 w z RIPE - RIVERHEAD AND PLYMOUTH VERY BOULDERY SOILS, / SINGLE FAMILY RESIDENCE MUNICIPAL WATER SERVICE WATER VALVE Dd 15 TO 35 PERCENT SLOPES yAr 13.) THIS SUBDIVISION IS LOCATED WITHIN ONE MILE OF AN AIRPORT AND MAY a mo o v Tm - TIDAL MARSH ON SITE SEPTIC SYSTEM SOIL SYMBOL ReC BE SUBJECT TO NOISE FROM THE OPERATION OF THAT FACILITY AND NOISE ��q�,> FROM AIRCRAFT OVERFLIGHTS. DATE: OEC. 18, 2013 N F PHOTO VIEW `9 14. THERE ARE NO PROTECTED LANDS ON OR ABUTTING OUR LOT AS SHOWN SCALE: 1 " = 100' DUALITY CONTROL CERTIFICATION GILLIAN E. M. WALKER MAYSLES - ON THE TOWN OF souTHOLo PROTECTED LANDS MAP. GROUP REVIEWED I DATE SINGLE FAMILY RESIDENCE 100' 50' 0 100' 15. THERE ARE NO KNOWN ARCHEOLOGICAL OR HISTORICALLY SIGNIFICANT SITES PROJECT x{2012871 PROJECT MANAGER MUNICIPAL WATER SERVICE ) 4 ON SITE SEPTIC SYSTEM OR STRUCTURES LOCATED ON THE SUBJECT TRACT OR ON ADJACENT TRACTS. SURVEY GRAPHIC SCALE IN FEET SHEET ENVIRONMENTAL 1 1 OF V,L E AREA CALCULATIONS ENTIREWy- �II TOTAL AREA 421,159} SF 160,129} SF 117,774} SF 123,256} SF uF4°" ''Pari, i .1tiv eh ti r( E{e h v r 111 / I a / A , u(t.k ikr Tay !kf v WITHIN COASTAL H } i •,--i ^' EROSION HAZAR -37,434} S.F. -16,550} S.F. -4,584} S.F. -10,320} S.F. ;1fJ �� II/ •+] 3 AREA WE BLUFF LINE -25,275} S.F. 14,243} S.F. 4,032}S.F.F -7,0000 S.F. 'w, sYA• ys��e,? eak 1 / NSF \��;�\` \\ WETLANDS -27,654} S.F. -27,6541 S.F. 0 F0 S.F. SAMUEL R. B." �` ` NET AREA 336,7961 S.F. 121.662} S.F. 109,176} S.F. 105,9361 S.F. /I r 1 00 LAURA B. MARSHALL �� SINGLE FAMILY RESIDENCE twr( ryt �'y rrl Y jk- ti ' �" k MUNICIPAL WATER SERVICE _ 2I+�j �� .ct ON SITE SEPTIC SYSTEM �dW xV,,/, '�'. u ;��`*�1�'9 r r Le T - � � ___ � � , ,, •rti U U FLAY - a tt ��° x VIEW .,D.. _ --N/F a L P��i w.k _ HA BOR �� i' '�' ��� _ ,.ID �l rN- i11 r�y��1{ "'� '� uA 5f-s('N(1�d ' SITE DATA TABLE - ZONING DISTRICT R-80 r k't'V, GUNTHER FRITZE \ vS r .rH a n' �w / { SINGLE FAMILY RESIDENCE\ \\ PROVIDED PROVIDED PROVIDED IfFr A .rxTw1 "'na(, .Mt'SdL d"' ✓<tm�hd-I'11PNh1 'tlM1dl� d'2 \r _ W DASHED LINE LIMITS OF \ \\ ITEM REQUIRED ��� L O MUNICIPAL WATER SERVICE LOT 1 LOT 2 LOT 3 VIEW "q" MONUMENTS L Tfn FRESH WATER WETLANDS LOT AREA 80,000 SF 121,682} SF 109,178} SF 105,936} SF ON SITE SEPTIC SYSTEM \ Il (FOUND, TYP) \ AS FLAGGED BY N.Y.S.D EQ �� '- " 7-21-2008 �1 LOT WIDTH 175' 320' 345' 244' o FRONT YARD 6�' 31' (EX ISTING) N/A 208' ''r �No!t w J, SIDE YARD 20' 25' 57' N A 45' ) REAR YARD 75' 350' N/A 138' FLOOD Z NE I I I ZONE VEE EL-14 R E 4. LIMITS OF FRESH WATER / ' I \ \ m N/FLOCATION MAP SCALE 1 "=600' WETLANDS AS FLAGGED BY WALSH PARK / a GLENN JUST, JMO CONSULTANTS �T Mu \ r s PttT,rLTI } q, I 06-2013 jo 1\�• r \Z BENEVOLENT CORP MAP REFERENCES, a �,� '"`, k � N • / � d\ VACANT LAND a Try 11 , 0 Mu \ \ \ \ (OPEN SPACE) .jP - m+. f,Yi" + N.Y.""PLAN MADE FOR MR. & MRS. WILLIAM C. RIDGE WAY LM AT FISHERS ISLAND �/ r� s' � N. SCALE: 1"=40 FT. SEPT. 1955 BY CHANDLER & PALMER, ENGRS. I� DISCHARGE / // Mu / / \�\ \p-� f1 r� � 2.) "SURVEY MAP PREPARED FOR GUNTHER FRITZE CRESCENT AVENUE.& FOX _ 4 , _ pHl AVENUE FISHERS ISLAND, NEW YORK" DATE: 07-21-2008 SCALE: 1"=40 SHEET z ^ LI OF FLOOD 1 OF 1 BY CME ASSOCIATES ENGINEERING AND LAND SURVEYING, PLLC. CME �'- a / / /i\ �15� `- / ZONE AE EL.- \ \ / -- VIEW "B" FILE #2003832. ED BRUSH LINE AND • i/.� �WETRAND�// //2 4 \\ 20--�� �� \ / .+ r 3.) "SURVEY MAP PREPARED FOR HOLIDAY HOUSE, LLC FOX AVENUE FISHERS p w r0 Z LIMITS OF " o �\ GAS Pole ,: ISLAND, NEW YORK" DATE: 06-01-2004 SCALE: 1"=40' SHEET 1 OF 1 BY CME UP Z z l D LN GI \ TANK WOODS � �� p2o6 y s i. • - ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC. CME FILE #2004827 zO W Z w j TIDAL WETLANDS ,� DENEE / f'(pt AP ROC MATJN \ N / THICHET T I rte_ �� N F ± " r` , w m w z 4. FIRM-FLOOD INSURANCE RATE MAP SUFFOLK COUNTY, NEW YORK _ �z / AREA �zs�� / CHRISTOPHER I. EDWARDS \ ,� `'' ) �U, - `W Q o \ COMMUNITY: TOWN OF SOUTHOLD NUMBER: 360813 PANEL 19 OF 1026 MAP w Z Im - /// DENsc I" 30- LOT i VACANT LAND n h I p{ t "� NUMBER 36103CO019H MAP REVISED SEPTEMBER 25, 2009. p< W x z N: 4779.78 "e>'} _ z� (n U g W. 2647.05 \ ) l -`OAU h' 5.) COASTAL EROSION HAZARD AREA MAP TOWN OF SOUTHOLD, SUFFOLK a w W N IISCOTTAGE -iCC \�' n 1 pCOUNTY, NEW YORK SHEET 48-FI OF 49 SCALE: 1:2400 1"=200' (APPROX.) 0_ W Ld . N 15°/� / ��� �/� Ti _-�- Ss7Y',,.: - 4rF'I-" DATED e-29-B8 REVISED 10-28-91. } _ w } MARCS 'A s i tv �' Q Q y 3 (n v t o 0 MA !! Po 1 li NOTES ' UMR5 OF FLOOD :I .I� I / / / ) MAPLE � � Y � * NTn,� 0 W Q ZONE VE EL-16 ( TaEEs POLE_ _ M�4 F ,r D'�w�j1+a , o LL 1- L` ocusE / / AND 'n P1 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED Q THICKET / 9ROSH/ / Q1 203� --_ ,I teM F FUF! i �" Z / / - - N F IP,u„ s TTY HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO YIELD UNE itiR E // oePOLE�/ .POLE SERGE J. DOYEN, JR. 1 axV s x* 1� „wT I` / =- p2O2\ ) " � �� t J s� � �a 5 ENGAGEMENTS CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE (BLUFF UNE) \ _ - ✓ 7/ / / --`�\ A SINGLE FAMILY RESIDENCE . 4 6 (75vsl �F6, )tL s�^tS*, k �Ir l'Ir ""�""��d1� W �C MUNICIPAL WATER YS. ��. " Ql l /xdll,P' ICI: , d�ti?y" It uli) I (,n{,�rn!I 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, POLE \ ON SITE SEPTIC SYSTEM .Y,Yc d, haE, ',T.0 �s'd'+:h•�: ?<M FI :'H,$} (FJ+k!s"^�5 UNLESS ACTING UNDER THE DIRECTION of A LICENSED LAND SURVEYOR, TO suavcv I I / �� sepncx/ /� LOT \ d2o1 N/F \ VIEW "C" ALTER AN ITEM IN ANY WAY. CLOSING LINE v SHED DEED- "ALONG �� nh I HENRY L. FERGUSON MUSEUM FISHERS ISLAND I I I I /LO 3/ ///y / / ) MATURE 1R E VACANT LAND \ 3J ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S sauuD"�I I I I / �j / ' woods I I I I (PRIVATE OPEN SPACE) \ SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF m ' / I THE LAND SURVEYOR. COASTAL EROSION HAZARD /7� \ pp 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SHEET 48-Fl OF 49 ) /�o/ 2 I / / / / / SURVEY TRIANGULATION STATION "PROS". L- EL GEND Z g w MONUMENT5 ¢ m UL7ry DENSE 4� �, / / (FOUND, TYP) 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, O U p SECTION 006, BLOCK 1, LOT 3. '^ O vs_, // rDOLI PROPERTY LINE _ w u ys /y D ABUTTERS LINE - 6.) TOTAL AREA = 421,1593 SF (9.67} ACRES). w LL EDGE OF PAVEMENT m _ ___ 7.) SITE IS LOCATED IN R-80 ZONE. > PIC `Ao / / / EDGE OF GRAVEL p14.OF NI sH® I I 3M TIREe TREE 0 ��� EXISTING CONTOUR ---- 75 - -- 8.) UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND w N NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING o-I / / // ER RETAINING WALL SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, o 'I OG w I �J Aso -I�65� j C F fly GE FRESHWATER WETLANDS a - a FROM PAROL TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST xc Nm w D.h. 50 16 ! / \OEM LGE BE CONSIDERED AS APPROXIMATE. ADDITIONALLY, OTHER SUCH FEATURES MAY o _ y 1® (FOUND) \ TREE / 0. µE 5Eµµ`' M FENCE X X X EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO CME �: w o °"' a \ 16• �� �,0�` 4N1N�1G '� ���� TREE LINE ASSOCIATES, INC. jy�a R SS / BRUSH LINE � SR 9.) OWNER/APPLICANT: d MATURE C MOM / SOIL LINE EPR FISHERS ISLAND TRUST II U/A DATED DECEMBER 11, 2002 Q T N/F WOODS. / / N/F C/O PETER 0. CRISP HOLIDAY HOUSE, LLC ELLEN McCANCE PARKER Now OR FORMERLY N/F 20 RIVERVIEW ROAD m n SINGLE FAMILY RESIDENCE / N/F SINGLE FAMILY RESIDENCE UTILITY POLE HOBE SOUND, FLORIDA 33455 Q a a J w THOMAS McCANCE, JR. t 3 MUNICIPAL WATER SERVICE MUNICIPAL WATER SERVICE ON SITE SEPTIC SYSTEM N: 4104.30 /'B • SINGLE FAMILY RESIDENCE ON SITE SEPTIC SYSTEM BOUNDARY POINT O 10.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL SOIL CLASIFICATIONS W: 3101.35 / MUNICIPAL WATER SERVICE SYSTEMS. m o w N DRILL HOLE DH OO / ON SITE SEPTIC SYSTEM `V N APPROXIMATE LOCATION a m m x o 0 Es - ESCARPMENTS ` 6" C.I. WATER MAIN MONUMENT FOUND ■ 11.) NEW PERMANENT WATER SERVICES TO BE INSTALLED AS REQUIRED BY ES w u w u N F FISHERS ISLAND WATER COMPANY. p Mu - MUCK h / SQUARE FEET SF PIC - PLYMOUTH LOAMY SAND, e TO 15 PERCENT SLOPES // FISHERS ISLAND RESIDENCETRUST 12. BASE FOR LEVELS: NOVO 1929. 4 RpE - RIVERHEAD AND PLYMOUTH VERY BOULDERY SOILS, / SINGLE FAMILY RESIDENCE �i FIRE HYDRANT 'x4� ) TI TO 35 PERCENT SLOPES -- MUNICIPAL WATER SERVICE WATER VALVE D4 Tm - TIDAL MARSH ON SITE SEPTIC SYSTEM wv 13.) THIS SUBDIVISION IS LOCATED WITHIN ONE MILE OF AN AIRPORT AND MAY a m o o u o c SOIL SYMBOL IReCl BE SUBJECT TO NOISE FROM THE OPERATION of THAT FACILITY AND NOISE FROM AIRCRAFT OVERFLIGHTS. DATE: DEC 18, 2013 NSF -� PHOTO VIEW 14.) THERE ARE NO PROTECTED LANDS ON OR ABUTTING OUR LOT AS SHOWN !I QUALITY CONTROL CERTIFICATION GILLIAN E. M. WALKER MAYSLES ON THE TOWN OF SOUTHOLD PROTECTED LANDS MAP. SCALE: 1 = 100 PROJECT MANAGER REVIEWED DATE SINGLE MUNICIPAL FAMILYRESIDENCE SERVICE 100' 50' 0 100' 15J THERE ARE NO KNOWN ARCHEOLOGICAL OR HISTORICALLY SIGNIFICANT SITES PROJECT 2012871 SURVEY ON SITE SEPTIC SYSTEM OR STRUCTURES LOCATED ON THE SUBJECT TRACT OR ON ADJACENT TRACTS. ENVRONMENTAL GRAPHIC SCALE IN FEET SHEET 1 OF 1 ---------------------- I SCOPE OF WORK: GENERAL NOTES: LONG ISLAND SOUS 1.E I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF AREA OF WORK OR TO ADJACENT 1,GRADE AREA IMMEDIATELY 5URROUNDING THE ARMOR STONE. I. BEACH ACCESS STAIRS SHALL BE INSTALLED PER 'BEACH PROPERTY LINE PROPERTIES,ERECT CONSTRUCTION FENCE ALONG EFFECTED PROPERTY LINE. RESTORE SURFACE ELEVATION OF BEACH TO MATCH NEIGIHBORIFIG ACCESS 5TAIR5 - SCOPE OF WORK', N.Y.5. BUILDING CODE S840OO'21"E 107.03' OBJECT TO BE REMOVED -- ----- -- - 2.SEE FILL AND COMPACTION NOTES PRIOR TO ANY 51TE WORK, MEAS AND INFORMATION PROVIDED ON DWG No.3 3,CONTRACTOR TO VERIFY ALL DIMENSIONS, IN FIELD PRIOR TO EXCAVATION. STAIR AND 8.USE AN ESTIMATED 310 CI OF CLEAN SANDY FILL(OBITAINED 2. ALL HARDWARE SHALL BE GALVANIZED, U.O.N. OBSBR REVETMENT CONTRACTOR SHALL COORDINATE REGARDING STONE/STAIR POST 3. NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEIGHBORING VBn H[OH WATER EXISTING BUILDING LOCATION. PROM ON SITE EXCAVATION FOR REVERENT)FOR USE IN'TERRACING PROPERTIES AL SEAWARD OF PROPOSED REVETMENT 4.ALL DEBRIS FOUND ON BLUFF FACE SHALL BE REMOVED PRIOR TO THE START OF /PLANTING OPERATION AND RESTORING THE BLUFFS SURFrACE 4 CONSTRUCTION ELEVATION TO ITS NATURAL GRADE WHERE REQUIRED. NOTE. ALL 4, SEE COMPACTION (DWG NoZ NOTES PRIOR TO COMMENCEMENT EXISTING CONTOUR I REMOVE CONSTRUCTION DEBRIS AND THE LIKE FOUND ABOVE GRADE. ERODED, WASHED OUT OR GULLIED AREAS SHALL BE RE5ITORED TO OF WORK. EXISTING STONE b. REMOVE ALL T RCTION DEAD AND THE LIKE DEAD VEGETATION GR SHALL BE OUT AT THE LEVEL OF THE ADJACENT BLUFF FADE. 5. THERE ARE NO VEGETATED TIDAL WETLANDS ON THE SITE. BOTTOM OF BLUFF BEACH PROPOSED STONE -C, ^=t t t BELOW GRADE,LEAVE ROOTS BELOW GRADE. q.INSTALL PROPOSED BERM(5EE DWG N0.3). SEED150D BERM(NO 6. ELEVATIONS ARE REFERENCED TO NGVA, DATUM 2q FOR WORK IN.THIS REVETMENT , ; - p-�' —GRADE c. HAUL DEBRIS AWAY TO APPROVED UPLAND SITE, DECORATIVE PLANTING,r EXISTING ELEVATIONS ARE SHOWN THUS: as AREA SEE PROPOSED SHAPED STONE 0 STONE3 5. INSTALL PROPOSED BEACH ACCESS STAIRS,SEE DWG. NOS FOR REQUIREMENTS, 10,SEE FILL, RE-VEGETATION AND TERRACING SEQUENCE OP'EVENTS EXISTING CONTOUR LINES ARE SHOWN THUS, —s— BEACH ACCESS STEPS BELOW 1 ' CONSTRUCTION AND SCOPE OF WORK. NOTES' FOR(SEE DING,NOR)FOR PROCEDURES AND REQ)IIREMENTS• PARTIAL PLAN GRADE 6.CONSTRUCT PROP05ED ARMOR STONE WALL 310.5 FT LONG. Q CONSTRUCTION OF THE AS,FOLLOWS: ` EXISTING SPOT ELEV. A. EXCAVATED TO ACCOMMODATE PLACEMENT OF TOE STONE,GAP STONE AND RIPM PHOTO KEY RAP L n ) _ B. INSTALL (U ROW OF ARMOR STONE(TOE STONE) ONE STONE DEEP AND ONE STONE EXISTING oO/ (THIS DWG) NIGH,(31'BELOW GRADE) AS DEPICTED IN SECTION 'A",DW, NO.2. TOP OF BLUFF o� = — — COLD LAND wa/F UTILITY POLE C. INSTALL 10' - 13" RIP RAP MO-100 LB CORE STONE) LANDWARD OF TOE STONE, 0" COASTAL EROSION � � � - OLIVER FtAWa � m IN DEPTH(MINI AND UNDERLAIN WITH FILTER CLOTH -SEE SECTION 'A' HAZARD LINE TBR = TO BE REMOVED D. INSTALL(U ROW OF ARMOR STONE(GAP STONE) ONE STONE DEEP AND ONE STONE ' HIGH, PLACE T.O. STONE a GRADE LANDWARD OF TOE STONE) AS, DEPICTED IN 7+ G - el = ELEVATION SECTION 'A",DWG NO.1 E. INSTALL (4) ROWS OF ARMOR STONE ONE STONE DEEP AND ONE STONE HIGH, O° I a2tA (ABOVE GRADE) AS DEPICTED IN 5EC710N 'A",DWG NO2. INCLUDING THE BEDDING, '� THE BASE OF THE STRUCTURE WILL EXTEND APPROXIMATELY VO BELOW GRADE ,p 1 'moo (APPROX.EL.-4.6). 1 A FrROP05ED WORK 5UPIMARY: F. THE ARMOR STONE WILL BE INSTALLED 50 THAT THE EDGE OF THE TOP LAYER OF STONE WILL 51T LANDWARD OF THE BASE STONES BELOW IT. THE STRUCTURE 1 �3 p INSTALL PROPOSED D LF STONE REVETMENT AND SHALL NOT EI.ICROACH ON THE EX15TIMS BEACH THE STONES AND BANK WILL LAND EMA I 2 5 4 65 PROPOSED 341'WOOD BEACH ACCESS STAIR TERRACE AND AGAIN BE SHAPED, GRADED AND FILLED A5 NEEDED TO ENSURE A STABLE Rae�r DEMAREsr HOVSE d CGAR. Cd 1 RE-VEGETATE BLUFF. ARMOR STONE WALL, I eo'1 0o W Op 1 Go p BILL OF MA 1ALr 00 \0 'ON 51TE' FILL ACQUIRED FROM PROP. WORK LONG ISLAND SOUND 3LIS QIANTIATI RESERVED FROM, o a FROM. 34aI curo5 S84000'21"E 107.03' e j5t �,Gt TOTAL ESTIMATED RESERVED ON 517E FILL = 3481 CU.YDS v BLUFF AREA TO BE RF-NOURLckbM .E WITH APPROXIMATELY 310 CU.YDG. OF GLEAN SANDY FILL TO p �� o85txvE0 NI6N 11,,E TIE LINE �' E>u5T FOR INTIAL RE-NOURISHMENT. SHOULD ADDITIONAL FILL BE RESTORE BLUFFS SURFACE ELEVATION, USE RESERVED FILL U tt1 u Exlsr. REQUIRED 70 ATTAIN PROPOSED GRADES THEN IT MUST BE QI TRUCKED IN FROM AN27'�,� RASE APPROVED UPLAND SOURCE. THIS 106A1- //�� S� PROPOSAL RESERVES THE RIGHT TO AQUIRE MATERIAL FOR W ( )O PROP05ED TERRACING, y PIPE FND THI5PURPOSE. ALL FRI USED SEAWARD OF T.D.BLUFF MUST BE iN-, SEE DWG ND2 FOR INSTALLATION LAND WOF Ez1 TING CLEAN AND OF BEACH COMPATIBLE ORO SIZE TO EXISTING SAND REQIIREMENTS AND BOXED NOTE PROP. t115' LG STONE REVETMENT PJH REALTY CORP. 6AIRDEN FOR TYPICAL ELEVATION UPLAND SITE.SITE AND MGSTEB PURCHASED PROM AN APPROVED FOR QTY'S(THIS DWG) n SEE SECTION 'A', CWC. )+02 ILII O d UPLAND S1TB. W d- �f,PROP05ED REVETMENT STONES SHALL BE m PLACED,SHAPED AND WORKED TO CREATE 5701 . QUANTITIES: TONS a X . LL Fx15TWi BErcH B STONE STEP FOR BEACH ACCESS, INSTALL �' : 3 TO 5 TN ARMOR STONE _ 3110 H \ B0rr0H OF BJFF SURROUNDING STONE IN A MANNER THAT WILL 454'- 50-100 L55 CORE STONE = '� M O 3 GUARD WOODEN BEACH STAIR STRUCTURE NOTE: FILTER FABRIC 'AS, NEEDED Q N) A e FROM WAVE ACTION. 3'ZD'�w --lo- ;t .;fit `R T °Z LANDNiO/F F ANTI% ON BLLFP FACFr U� PJH REALTY was PLANT BLUFF FACE WITH NATIVE VEGETATIN, INCLUDING EJIJI' [� LY Q -Nor LIMITED TO BEACH GRASS AND SWITCH 61(SEE >-4 O PROPOSED RE-VEGET- -A7 - t APAPROXIM EHAREA ADDITIONAL 2p48 PLN71 NTING ANG5) Y^ SEE DWG No.2 FOR REQMTS AND — 20- • r' "F AREA OCCUPINOTEI THE ED BY ESTABLISHED,NT OF STABLE EXISTING VEGETATIONN HILL BE LESSENED BY S ('f) BOXED NOTE FOR QUANTITIES, 2 r •� = PROP tit:' ACCESS THIS DWG -80- 34"1' LONG WOOD BEACH ACCESS STAIR INCLUSIVE OF ENTRY STEPS,(U ENTRY SITE PLAN TERRA•GIN6 ON BLUFF FACE PLATFORM ,(2) LANDINGS - (I) W/BENCH AND I I 1 15 REQUIRED FOR THE PURPOSE OF STABILIZING DISTURBED 501L AND TO REME�yO4' WIDE x 310 LG STAIR TO BASE PLATFORM, APPROXIMATE AREA 132,0.48 S.F. Tp'�ELL" SEE DWG 140.5 FOR INFORMATION Of 60 00 0 60 120 ENGINEER. \. wA5TAL EQAS,AN W --��- GRAPHIC SCALE I" = 60'-O" UPLAND BER14r IUZARD LINE �= 40—x— AN ESTIMATED iq CU.YD5 OF 501LA.OAM 15 REQUIRED FOR THE —� Fpr W 10_ PROPOSED LANDSCAPE BERM - �-" PURPOSE OF BUILDING,THE PROPOSED BERM A7 THE TOP OF THE (360'LG PLUS 10' LG RETURW, `� W BLUFF. INSTALLED TO INHIBIT STORM WATER APPROXIMATE 50D/SEED AREA = 3130 5F RUNOFF FROM REACHING BLUFF A(E. A MAINTAIN BERM HEIGHT OF 1'ABOVE 2 _ _ FINISHED GRADE. ,� COASTAL EROSION (� , 1- ` P.B I� D FOR INFORMATION SEE DWS. NO2 `Z a� \ HAZARD LINE D D AND NI U) ' NOV 1 3 2013 JEFFREY T. BUTLER, P.E. ROBERT DEMAEM4RE5i Np O 44 d LAND WOrP 94 9or,IhuTd lawn Q O / OLIVER FRANra Boardaflouisa { S+ m FACGE55 ROM EUCR�(' ttrfTl' HLkAJ�' IIL 'o RRPPEFTTY AT TPROF pLUfP Z F 3 (A _ J �Ir � , "� �jq �rN � APPROVED BY SITS A ION, tri' ;s �P I'i � �� `,I ' o PROPOSED SHORE �1 for �i BOARD OF TRUSTEES ,aNil. r' p 1 Y I 42 TOWN OF SOUTHOLDP3 o RESTORATION PLAN FOR: Not � jORENT,NYT oNE yxCITY `NUN, , _�. r'r rn;yi 'tif,h f� Ll a "sardPor r a l DATE 3 - 1 a TOWN OF 50UTHOLD N Q m Q 1 W WITH NO,SUFFOLK�000 NEW YORK 800-272-11"14801911 00'272'�480 I Q H TV O 1 ZONING D15TRI6T, N/A 1 OUSE, RESIDENTIAL s ~ - `4 nycli.com www.dignet - 1 UPPER FEMA FLOOD ZONE, WA or N O m ... 1 DEGKwww.call811.com FiI 11-11 SITE DATA: EXISTING, PROPOSED: (for other states) °Cy -JQ y 233' AREA OF SITE. 18,415 5,F. N.G. 1 (1. AI By law,excavators and contractors working In the �Ro$ +� �) �. Q 80 W O O 1 Eve boroughs of New York City and Nassau and 1 UPLAND EX, BLDG AREA, pSN�lk Counties on Long Island nd must seat 4 contact 2 97Y FR DWELLING 32!4641.92 5F. N.G, but no more than iD working days(exgludinp 'r�Nc �, ,4.� T4- W LL 1 HOUSE 4 GAR. GARAGE 31,Og0.8 5F. KC. F, sr V 2 „"si +sryFk*ra rr '' (�{) O O 1 P weekends and lapel holidays)prior to beginning — Z ut mechanized digging or excevabon work to Z o U]U] 1 m Ai COVERAGE (.AI(, any ensure underground linea are marked. O Qi TOTAL BLDG AREA /AREA OF SITE = LOT COVERAGE Excavators and contractors can also submit LOGATI ON MAP: o 31 50.FT./-II 50.FT. = OD45496 locate requests online,through ITIC.If you do not NOT TO SCALE Q a V O Q I TILE LOT COVERAGE = 454% currently use ITIC,please call 1-800524-7803 1 307 STOOP 24,4" for more Inrormallon. ❑ SITE PLAN BASED ON ORIGINAL SURVEY By,1 For safety reasons, s well homeowners are strongly MACHINERY AGGS55 FOR REVETMENT 15 PROPOSED FROM THE J� /_- 6JOHN EAT SHIERS,LAND SURVEYOR,NYS,LIG No. 50202 encouraged to Hall their when planning any RE51DE)ICES EAST SIDE OF DWELLING A O 1 ❑ ❑ 6 EAST MAIN STREET RIVOR}1EAD,NY IIg01 type of digging on Neir property.Homeowners �' SURVEYED: AUG. 21, 2013 can contact us direly at 1-BOD-272-4480 or by PROPOSED PARTIAL SITE PLAN DATUM: RAVED Ig2g calling number. For thenational workscall ore youcompleted dip U number. 1,the excavation work completed on FOR 11 ORMAT10N REGARDING: 111 personal property,It Is the contractors PROP05EP STONE REVETMENT,RE-VEGETATION AND TERRACING (� APPLIGANT/OIWHER, responsibility-NOT the homeowners-to contact REQ'MTS SEE ELEVATION 'A',DWG No.2 N PARVIZ LALEZARI DigNet. Having utility lines marked prior to PROP05EP BEACH ACCESS STAIR DC516N AND CONSTRUCTION REQ'MT5, } digging Is free of charge. SEE DWG No3 Z 20 10 O 20 40 60 50 GRAPHIG 5GALE 1" = 20'-0" " 0 f 3 PROPOSED NEW SHRUB/BUSH NOTE: y www,dlgnatnyclLcam PER LANDSCAPE SCHEDULE OFN�WMcifr or (SEE BHT I),MIN V-O" O.G. PRUNE I/8" OF LEAF AREA BUT ALL PLANTED VEGETATION WILL REQUIRE v I ^� worotherst.aom RETAIN NATURAL FORM I I \`lr_''! &G01�1��.� (for other elates) �� SPRAY WITH WILT-PROOF MONITORING OVER 3 GROWING SEASONS. �✓ 600-272-4480 1 8I ACCORDING ro MFG'S INSTR GTIONS \� G FOLIAGE E PRESENT FILL,I . RF-VEGETATION AND TERRACING I \VI GROUND LINE TO BE SAME AS ' By law,excavators end contractors worktop In the Far safety ro0eone,homeowners aro eaonply AT THE NURSERY SEQUENCE OF EVENTS NOTES: I hva boroughs of New York City end must cont end type of digging to call as well when planning any Subolkughs of Now Long Island must contact type encouraged to on their property.Homeowners ESTABLISHED VEGETATION DlgNet,1.600.272.4480 or 811,at lesm48 hours can contact up directly at 1-800.272.4480 or by OR MEANS OF STABILIZATION I. NO RE-VEGETATION OR TERRACING INSTALLATION SHALL OCCUR � but no mora than 10 working days(excluding calling 611, the national call before you dip 18" MIN. FOR (PLANTED GRASSES OR TERRACING) UNTIL ALL CONSTRUCTION 15 COMPLETE. I j weekends end legal holidays)prior to beginning number. For excavation work completed on 2,NO FILL SHALL BE TAKEN FROM THE SURROUNDING BEACH OR ^ i any mechanized rogpinp or excavation work to personal property,It Is the contractors PLANTS UP TO 4' BLUFF FADE. I ensure underground lines are marked. reponelbllity-NOT the homeowners-to coned HIGH, 20" MIN. REMOVE BURLAP FROM TOP 3.SEE PLANTING SCHEDULE,PLANTING DETAIL, TERRACING zb i Excavators and contractors can also submit DlpNek. Hawing utility lines marked prior b FOR PLANTS 6 MIN .;. ,,,M, OF BALL SCHEDULE AND TIMBER TERRACE RETAINING WALL DETAIL, TH15 I locale requests online,through ITIC.If you do not digging Is hes of chelga. OVER 4' HIGH BACKFILL WITH TOP501L 4 PEAT- ; DW6 currently use ITIC, please cell 1.800524.70033RATIO By VOLUME IN o' USE 'RESERVED' ON-SITE FILL ACQUIRED FROM REVETMENT I for mora InMrmeUon. LAYERS(WATER EACH LAYER UNTIL 4. u�J I TYPICAL SHRUB SETTLED. DO NOT TAMP II EXCAVATION(SEE BOXED MATERIAL NOTE,DW6 No.l) 5HIXN.D � ' J ANY ADDITIONAL FILL BE REQUIRED TO MEET PROP05ED `Nq PROPOSED BERM TO BE INSTALLIED j PLANTING DETAIL 6" FOR PLANTS UP TO 4' HIGH ' GRADES IT MUST BE TRUCKED IN AND PURCHASED FROM AN s WHERE SHOWN ON PROPOSED N.T.5. APPROVED UPLAND 5%RCE(GLEAN SANDY FILL OF BEACH PARTIAL 51TE PLAN,SEE BHT I 8" FOR PLANTS OVER 4' HIGH ry COMPATIBLE GRAIN SIZE). EXISTING SOD/GRA95 d 5. GULLIES OR LOW POINTS WITHIN THE AREA OF WORK SHALL BE PLANTING TO REMAIN I FILLED AND GRADED TO THE LEVEL OF THE ADJACENT BLUFF (LANDWARD OF 15' ' FACE (THE NATURAL GRADE). NON-TURF BUFFER) I 3' MIN PROP. BERM I ANY ERODED AREAS SHALL BE FILLED 6.ANY EXISTING VEGETATION SHALL REMAIN IN PLACE. AND 6RADFD TO THE LEVEL OF THE q� ��/�-��C,� DELIBERATE CARE SHALL BE TAKEN NOT TO DISTURB ROOT I I ADJACENT BLUFF FADE(ATTAIN NATURAL GEN( R. v :L�-' '-- BASE OF EXISTING PLANTS, EL. 42A' 1. BEAD 6GE55 5TAIR5 SHALL BE INSTALLED PER 'BEACH ACCESS STAIRS - SCOPE OF I 7, ANY DEAD VEGETATION SHALL BE GUT 0 GRADE AND REMOVED EL. 42.0' 1 WOR N:f.3. BUILDING GODS AND INFORMATION PROVIDED ON DWG NO3 �' FROM BLUFF FACE. 2. ALL HARDWARE SHALL BE GALVANIZED, U.O.N. NOPE, LEAVE ROOTS INTACT BELOW GRADE, ^ EL. 40.0' 3. NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEIGHBORING PROPERTIES OR SEAWARD OF 8. ANY UPROOTED TREES, ETC, SHALL BE REMOVED FROM BLUFF EL. 40.0' FACE. { PROP05ED BEACH GRASS TO BE PLANTED A5 PROP05ED REVETMENT, Q. WORK WITHIN DESIGNATED AREA OF WORK,CONTRACTOR TO 4 a INSTRUCTED IN PLANTING SDH., TH15 DWG 4. SEE DEMOLITION AND COMPACTION (DWG No.2) NOTES PRIOR TO COMMENCEMENT OF WORK. ATTEND TO DISTURBED,WASHED OUT AREAS WITH EXTRA DARE. EL. 38A' EL. 38.0' 5. THERE ARE NO VEGETATED TIDAL WETLANDS ON THE 51TE, ' 10. APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. rs j II, TO APPLY FILL, PROPOSED SHRUB TO BE PLANTED A5 AN ALTERNATE EL. 360 I ci.WORK HORIZONTALLY AGRO55 BLUFF FACE,LIMIT THE EL. 36.0' TO BEACH GRA55 WHERE CONDITIONS ALLOW. PLANT I, WORK AREA TO 5-4 FT OF VERTICAL SURFACE AREA AT 3'-0"ON CENTER,SEE PLANTING SCHEDULE AND j A TIME. CONTRACTOR SHALL APPLY FILL IN 12- LIFTS, DETAIL,THIS DWS EL. 34.0' TAMP BETWEEN LIFTS. EL. 34.0' . 12. ONCE NATURAL GRADE 16 ACHIEVED WITHIN THE SMALL WORK EXISTING VEGETATION SHALL AREA PLANT PROP05ED VEGETATION AND INSTALL TERRAGIN6 BEFORE MOVING DOWN TO THE NEXT VERTICAL SURFACE AREA. REMAIN IN PLACE, DELIBERATE EL. 32A' EL. 32A' CARE SHALL BE TAKEN NOT TO 13. CONTINUE PROCEDURE UNTIL PROPOSED AREA OF WORK 15 V m COMPLETED. PROP05EP TIMBER TERRACE DI5IURB ROOT BASE OF EXISTING t K) RETAINING WALLS OTHER THAN AT TOE 1 PLANTINGS. EL. 30.0' a O EL.30.0' OF BLUFF WALL BE INSTALL PER TERRACING SCHEDULE, SEES DRAWING 1 No.l,SEE TERRACING DETAIL, THIS DW6 � � EL. 28.0' , EL. 280' O j EL 26.0' EL. 2b,0 6ULLIE5 SHALL BE FILLED AND GRADED „-'� '4+'° '• Fi"r V` TO THE LEVEL OF ADJACENT BLUFFN I x FADE. STABILIZE AND REINFORCE BY �� i EL. 24.0' I I k-a X EL. 24,0' TERRACING AND PLANTING W/ APPROPRIATE NATIVE VEGETATION. O EL 22.0' ' ¢IO' � EL. 22.0' T.O. RROP,STONE REVETMENT 0 APPROX.EL 120.1' ® I I EL. 20A' PROPOSED TIMBER TERRACE , t EL. 20.0' I �? p- d RETAINING WALL5 0 TOE OF BLUFF SHALL BE tl0 0.0.MIN,5EE ." 4{ .�h?+:• 'w,> i+'� I EL. 18A' I I 1�l Tj T'ERRAGIN6 DETAIL, THIS DW61' Y d EL. 18.0' , s PROP. STONE REVELMENT EL. 160 EL. 16.0' o ,yfl{h }, 3-5 TON ARMOR STONE I J PROVIDE FILTER FABRIC A5 SHOWN elOF Hyl ' i�„n '• (4'A -:4.75'6 STONE,TVP) I I [J] COMPACTION NOTESs ENCASE GORE STONE ALL 51DE5. k n a+ EL. 14.0' EL. 14.0' U$E U.S. FABRICS,PM 15230 �' o xa 4M ,r s PROP. STONE REVETMENT SUB GRADE GENERAL SHALL NOT ENCROACH o : ENGINEER: I. IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE SIB GRADE (NST BE PROPERLY PREPARED, THE CONTRACTOR SHALL PREPARE THE SW GRADE IN ACCORDANCE WITH r kk`1�.w;,,•u„Ic , , ,,'l� ON EXISTING BEACH THESE SPECIFICATIONS,USING THE NEGE55ARY MEANS AND MATERIALS TO PROVIDE THE SPECIFIED RESULT5. NOTHING IN THE FOLLOWING SITUATIONS CAN BE FORESEEN. EL. 12.0' PROP'50-100 LB GORE STONE(0' TO 3 k ,�},,rY d"1 r EL. 12.0' THEREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE CONTRACTOR OF THE RE5PON51BILITY TO NOTIFY THE ENGINEER OF SPECIAL PROBLEMS,AND IN THE END,TO RIP RAP) TO BE PLACED ON AND AD ROUN FILTER FABRIC TO PREVENT SCOURING p <<z{ wc�,y ,t•^ -r I PROVIDE A SOUND 9013 GRADE, ( , y'�< - EL. 10.0' APPROX. EL. ig T 2.U51NG 501L TEST DATA o `w < *r, B.O.EXI57 AND PROP. BLUFF A.AT ITS OPTION,THE ENGINEER MAY PROVIDE SOIL TEST INFORMATION TO THE CONTRACTOR. IF PROVIDED,THE DATA WILL INCLUDE CLA551FICATIDN OF Tjp'w' '�"'•,)�4, �A\ „� 0 HE 501 IN EL. 10.0' AGCORDANGE WITH THE UNIFIED 501L OLAS51FI(,ATION SYSTEM(ASTM P248'A. THE 51GNIFICANCE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER, tl f �, Ua a4hy h UNDISTURBED 14..�� ' °21- '�"+1 y17i i EL. 8.0' B.SOILS DE5IGNATED AS HIGHLY EXPANSIVE(OHI,MHO,AND ON) MAY REQUIRE LIME STABILIZATION AND/OR SELECTIVE REPLACEMENT WITH SUITABLE SOILS, S1LN 5011- d o Uh� p q SPECIAL TREATMENTS WILL BE DETAILED IN THE 51TE BID DOCUMENTS IF THE C05T 15 TO BE INCLUDED IN THE CONTRACTORS BASE BID. EL. 8.0' C.SOILS DESIGNATED A5 HIGHLY ORGANIC(OH,OLD,AND FT)MAY REQUIRE SELECTIVE REPLACEMENT WITH SUITABLE 5015. THE NEED FOR AND THE EXTENT OF THIS a ' 7777777 Q.THE OT WILL O DETAILED IN THE SITE B GRAVE N NO IFY T 15 EN IN INCLUDED AN IN THE ITION5CONTRACTORSIRI BASE BID. EL. 6.0' R�Ed I OBSERVED H.W.M. 0 EL. l5,3' 0.THE LONTRAGTOR SHALL INSPECT THE SIB GRADE AND NOTIFY THE ENGINEER OF ANY CONDITIONS REQUIRING SPECIAL CONSIDERATION NOT ADDRESSED IN THE SITE EL. 6A' i"- ' t UNPSTU , BID DOWMENT5. THE EXTRA C05T OF UNANTICIPATED REMOVAL WILL BE BASED ON THE UNIT C05T5 PROVIDED WITH THE BASE BID. THE COST OF UNANTICIPATED LIME U, tl9 '$CIL, STABILIZATION OR OTHER SPECIAL TREATMENT WILL BE NEGOTIATED. JEFFREY T. BUTLER, P.E. SUB GRADE PREPARATION EL. 4.0' ,'rmllt)`'yl!'r+ c m EL. 4.0' BOTTOM OF CAP STONE ' 1,THE CONTRACTOR SHALL REMOVE ALL VEGETATION,SURPLUS SOIL,DEMOLITION RUBBLE,AND OTHER UNDESIRABLE MATERIALS. SUCH MATERIALS SHALL BE PROMPTLY +W L°fir�`' 0 APPROX. EL. t3.T HAULED FROM THE SITE AND DISPOSED OF IN AGCORDANCE WITH GOVERNING LAWS AND CODES.THE CONTRACTOR SHALL SHAPE THE 5013 GRADE IN ACCORDANCE WITHEL. 2.0' THE GRADING PLAN,TAKING INTO ACCOUNT THE THICKNESS OF THE PAVING SYSTEM, THE TOLERANCE OF TH15 ROUGH GRADING SHALL BE WITHIN 1/2"HIGH TO I"LOW, EL. 2.0' CAPSTONE TOE STONE FOR WRING THIS OPERATION THE CONTRACTOR SHALL NOTE ANY SOFT AREAS THAT BECOME APPARENT AFTER TRAFFIC,BY CONSTRUCTION EQUIPMENT AND LOADED CAPSTONE PROTECTION O TRLL-KS. SUCH SOFT AREAS SHALL BE REPORTED TO THE ENGINEER FOR DETERMINING THE METHOD OF TREATMENT REQUIRED,IF ANY, EL. OA' z 2.MAINTAINING DRY 51TE CONDITIONS, EL. OA' LL DURING PREPARATION OF THE 5U5 GRADE AND UNTIL THE PAVING 15 IN PLACE,THE OONTRAGTOR SHALL PROMPTLY TAKE REA50NA5LE MEASURES TO OBTAIN AND TO O Z m MAINTAIN A DRY SITE CONDITION. SUCH MEASURES SHALL INCWOE PUMPING OF FREE SURFME WATER,MINOR HAND AND/OR MACHINE 5HAPIN6 TO FACILITATE WATER REMOVAL,AND OTHER OPERATIONS TO 5FEED DRYING, ~ 3.NATIVE 501L GOMPAGTION, ^- N O GOHESIVE AND COHE51ONLESS NATIVE SOIL SHALL BE COMPACTED TO R5%AND 00% OF THE OPTIMUM DENSITY,RESPECTIVELY,PRIOR TO PLACEMENT OF FILL. - 1- 4.FILL SELECTION AND rOMPA(TIOM MAT / SECTION 'A' o N z THE MOST DOST EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED, -5AND-GRAVEL MIX(IS TO 5% FINES<0.02 MM AND 613R> IT), (� O_ -GRAVELY SOIL (3 TO b% FINES(0.02 MM AND 05R>8), PROFILE OF PROP05ED STONE REVETMENT, _ -SANDY 5011-5(3 TO 6% FINES(002 MM AND CBR>6), EXISTING 5HRU85, TERRAG I NG AND RE-VEGETATION r p 1 Q -51LJY GRAVELY SOILS(6 TO 10%FINES.(0.02 MM AND OBR>8), / TO REMAIN O -51LTY SANDY SOILS IS TO I5% FINES( 002 MM AND 65R>8), \ SCALE, N.T,5, -CLAYEY GRAVEL 501(5(OVER CFI FINES(OA2 MM AND CBR>5), EXISTING BLUFF FADE Q lYl I -(,1SANDY 501E(OVER 20% FINES<0.02 MM AND GBR>5), -".4'• r 6ULLIE5 LANDWARD OF EX. STONE WALL 5. THE ENGINEER RESERVES THE RIGHT TO HAVE SOIL TESTS PERFORMED TO CONFIRM THE SUITABILITY OF ANY FILL MATERIAL THE GONTRACTOR SHALL SPREAD AND r,. O COMPACT THE FILL MATERIAL IN 6 INCH MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO 45%OF THE OPTIMUM DENSITY. GOMPAGTION SHALL BE ACWMPL15HUP AT ^.`{#�:^Y,M SHALL BE FILLED AND GRADED TO THE NO LE95 THAN OPTIMUM M015TUPE CONTENT UP TO 2%WETTER.OPTIMUM DEN5ITY AND OPTIMUM M015TM CONTENT SHALL BE A5 DETERMINED BY ASTM DI55T. 01�RUBLE .i h!:, „).�; LEVEL OF ADJACENT BLUFF FADE, I`,/ Wn O Q UL O TRASH b.FOR UNSTABLE STILE,WITHR5 OR HER E55 THAN 250 P5F COHE51ON ORRIS HILL BE A-I-QHF2 65 FILL ULTIMATE BLAL IN ANY USACE. VEARING CAPACITY OF LESS THAN 500 P5F,GEOTEXTILE FASRIG SHALL BE INSTALLED IN ALL +` ,G" +j�7 REINFORCE BY TERRACING AND PI ANTIN�7 S(iHEDULE U - - +,;. < PLANTING W/ APPROPRIATE NATIVE I F-I UTILITY AND PIPING TRENCHES AND TANKHOLES TO REDUCE MIGRATION OF FINE-GRAINED 501L AND SEPARATE 01551MILAR FILL MATERIALS. THE 6EOTEXTILE MATERIAL "' ""r"'f" 1'°'.. VEGETATION. PROP05ED GRA55 AREA(MIX OF AMMOPHILA V O „ I SHALL OVERLAP ADJACENT GEOTEXTILE MATERIAL BY A MINIMUM OF 12"AS NELE55ARY TO COVER THE INTENDED AREA, 6EOTEXTIE FABRIC SHALL BE&TF13OEX, '`1 ,4j;�;E;', i1,;r�".y'.(ry pRPP0597 BLUFF FAGS BREVILI661.ATW BEACH 6RA%23 COLUMNS PER PLAMING m O 'i TYPAR 3401,6TF150EX,OR TYPAR 9601 AS MARKETED BY EXXON CHEMICAL AT I-D00-54-EXXON. "il,?S+`.'G,i Hf '` ' w 1.BACKFILLING TANKHOLE5,ETC.: �7•n; F+.7. HOE 12 O.G MAX.WITH CONTAINER).VIR6ATUM)SWITCH GRASS Z BACKFILL FOR ANY EXISTING TANKHOLE5 SHALL MEET THE REQUIREMENT5 OF THIS SECTION. LIKEWISE,BACKFILL FOR OTHER HOLES LEFT BY REMOVAL OF 5WIMMING POOLS, \ ''7�r 3�1(s,'h'i+'r BEACH AT 2'-0'Ob.,2 GAL CONTAINER). (� BASEMENTS, ETC. SHALL COMPLY WITH THIS SECTION ALSO. "y;f+^'.`U4 c EROS, E PLANTED / AND PROP05ED NORTHERN BAYBERRY BUSH(t4YRICA 13 O Q 8, BACKFILLING TRENCHES: Y-'.' TED IN rT, '.',;: :,,r,. TERRAG I NG 5GHEDULE PENSYLVANICA) TO BE PLANTED AT A MINIMUM 3 FOOT ON p 7 La 5AGKFILL FOR UTILITY TRENCHES SHALL BE WELL-GRADED,CLEAN,FRESHWATER 5AND,FREE OF 51LT AND CLAY PARTICLES.BACKFILLING SHALL OCCUR IMMEDIATELY CENTER. AFTER THE LINE OR CONDUIT 15 IN PLACE TO PRECLUDE CAVING OF THE TRENCH SIDES. PRIOR TO INSTALLATION OF THE LINE OR CONDUIT,A 4 INCH CUSHION OF SAND ' p'1„I ., GHEDULE, SHALL BE PROVIDED, TERRAGING: , +;;�vl;,:U,, TERRACE SLOPE ACCORDING TO SGH BELOW AND R PROPOSED BEACH RO`.>E BUSH(R05A VIRGINIANAJ TO USE 2x2x4' LON6 GGA TREATED STAKES Wy 2x6 O BE PLANTED AT A MINIMUM 5 FOOT ON CENTER. Q. AREAS OUTSIDE THE PAVING SHALL BE FILLED D AN COMPACTED AS NECESSARY WITH SOIL COMPLYING WITH TH15 SECTION.EXCEPT THE TOP 6 INCHES SHALL BE NATIVE •!��(;I,y"„'''�:w TOPSOIL SUITABLE FOR GRA55. AREAS REQUIRING OJT SHALL ALSO BE PROVIDED WITH 6 INCHES OF NATIVE TOPSOIL FOR GRA55. FINISH GRADE FOR THESE AREAS GGA PLANKS SECURED TO STAKES(MIN 6'-T' l7G). 4;.%;':g'A';�,+, SLOPES OF 13 SLOPES OF 1,2 SLOPES OF I:I OR GREATER AND LA TED AT ED BEACH PLUM BUSH(PRUNUS MARITIMA) TO PA /�' SHALL BE INCH BELOW 70P OF CURB. AREAS SHALL BE SLOPED TO DRAIN AT A MAXIMUM OF 41 UNLESS OTHERWISE INDICATED ON THE 517E OR GRADING PLAN, INSTALL TERRAG1% PERPENDICULAR TO ` ";ri;'Ud" / TERRACING TO BE INSTALLED AT TERRACING TO BE INSTALLED AT TERRPGIN6 TO BE INSTALLED AT BE PLANTED AT A MINIMIM 3 FOOT ON CENTER. /JC lJ IO.COMPACTION TESTING, DOWNWARD SLOPE, SECURE 2x6 PLANKS TO "" 'Y`i' b'0.0, SPACING ' THE ENGINEER WILL SNI AN INDEPENDENT TESTING LABORATORY TO PERFORM(I)A STANDARD PROCTOR TEST(ASTM DI551)ON THE FILL MATERIAL (OR NATIVE 501L ADJACENT PLANKS ALONG HORIZONTAL PLANE. - 3' O.G.SPACING I'O.G.SPADING (SEE PLANTING DETAIL,THIS DWG) /A■ PROCTOR TEST(ASTM DI551)ON THE FILL MATERIAL(OR NATIVE 501L IF NO FILL 15 USED)AT LEAST 12 HOUR5 BEFORE THE CONTRACTOR INITIATES COMPACTION AND(2) l A NUCLEAR DENSITY GAUGE(ASTM D2H22 AND ASTM PEON) OR SAND GONE (ASTM 0I556) TEST AT A MINIMUM OF THREE RANDOMLY SELECTED LOCATIONS TO MEASURE TIMBER TERRACE RETAINING WALL 1 1 1 NY50EG APPLICATION No. G THE DEGREE OF COMPACTION OF THE SURFACE SUBGRADE. IF THE RESULTS FROM TH15 TEST FOR THE FILL OR NATIVE SOIL DO NOT MEET OR EXCEED THE DEGREE OF a 11.THECONTRRAGTORMPACTION EGtFIED IN MJST REMOVLE THETION,THE COST OF FJ(5 INC SANITARY 5Y5T MIN ACCORDANCE WITH THILL BE PEPUClEP FROM EN STANDARDS OF THE 5.G.DNTR,< AMOUNT, H.5.THE CONTTESTING RACTOR 15HILL RESPON(BLE FOR ALL AND PLANTING DETAIL 3 z 1 SCALE: NONE INSPECTIONS AND SIGN-OFF SAME. O f 5 12,GONTRAGTOR 15 RE5PON518LE FOR HAVING THE PROPANE TANK PUMPED OUT AND CERTIFIED AS EMPTY PRIOR TO RELOCATION. I mT:iso,,, .mmr,m,m,,. -..,..r.Rm.n�m,mn, .w,v:», ,w�.w"�,e^rwo,v+�m�oxmwmPmwua vssten+svm,mrwnrt. m+..�m mmc�armmz -, u e ume�,�m�mFran mrsviawmrw,vu an °*"'^"'�'"m ••"'�"'"•�••-^•-'•••-•'�_ - ••• __ __ ^" NY5 BU I LD I NC GODS cu 5.o'xbA' LANDING W BENIGN GENERAL NOTES (4) 6x6 COA PILE5 6 THIS LANDING h CONTRACTORWORK AND H SHALL CHECK AND VERIFY ALL CONDITIONS TO THE HESE PRIOR A STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE SECTION M14 (PRIOR TO FINAL. STAIR TO BASE STAIRWAYS WORK AGREE WITH SAME, PLATFORM) TO BE PLACED 310' 2. ALL WORK 5HALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND SECTION RR31455EOTI0N RR314,2 TREADS AND RI5ER5,THE MAXIMUM SEAWARD OF B.O. BLUFF Q) 4ASr4.0' q' DE ENTRY STAIRRULES RISER HEI6Ni SHALL BE D-114 INCHES(209 MMI AND THE MINI,WM TREAD LANDING BUILDING CODE AND ALL CONST AND REA CONDITION OF THE TORN OF 5SASRE D. DEPTH SHALL 5T 9 L BE b (229 MM). THE RISER HEIGHT SHALL ce 4'WIPE LEN TO GORE 3. IFI HE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT A5 MEASURED VERTICALLY BETWEEN LEADING EDGES 41 THE ADJACENT Bt GH INDICA 0�THESE PLANS, THE CONTRACTOR SHALL. STOP WORK AND NOTIFY THE ENGINEER. TREADS,THE TREAD DEPTH SHALL BE MEASURED HOF THE ALA 5HOUL HE FRIL TO FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK HE SHALL BETWEEN THE TREAD PLANES OF THE MEASUFORBRED PROJECTION OF q A55UME ALL RESPONSIBILITY AND LIABILITY AR151N6 THEREFROM. ADJACENT READS AND AT A RIGHT ANGLE TO THE TREADS LEADING § ^ 4. 6RAPING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO INTO EXI5TIN6 EDGE, THE WALKING SURFACE OF TREADS AND LANDINGS OF A SLOPE. BTAIRWAY SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN RM 46 UNITS HORIZONTAL(2-PERCENT SLOPE). THE GREATEST R15ER HEIGHT 6O, t1T, q,p' 316' S. ALL FOOTINGS SHALL BEAR ON MINIUND1MUM F W-OEEP SOIL WITH A MINIMUM 501E PRESSURE OF 2 TONS WITHIN ANY FLIGHT of STAIRS SNAIL.NOT EXCEED THE SMALLEST BY PER ESION AND SHALL HAVE A MINIMUM OF NO. OF COVER,UA,N, MORE THAN 5/0 INCH(95 MM).THE GREATEST TREAD DEPTH WITHIN ANY 6. DESIGN TIMBER STRESS - DOUGLAS FIR, N0, 2 GRADE E s 825 p51, E C DIMENSIONS. PSL FLIGHT OF STAIRS 5HALL NOT EXCEED THE SMALLEST BY MORE THAN � 'H T. NS NOT SCALE DRAWIRET WRITTEN DIMENSIONS SUPERSEDE SCALED 5ERVATI THE 0/6 INCH(95 MN). ENGINEER HAS NOT BEEN RETAINED FOR ON SITE INSPEGTION5 AND/OR OBSERVATIONS OF THE cnoN RR315 4'WIDE STAIR W/ e,.CONSTRUCTION. ALL M T AL HAIOMILS RAILING TO LADE(TYP) (1) 5'x6' ENTRY B. ALL METAL J015T HANGERS AND OTHER METAL CONNECTORS RECNUIRED 5HALL BE "TECO PLATFORM W/BENCH CONNECTORS' OR EQUAL AND 5HALL BE CAPABLE OF HANDLING LOADS 6 CONNECTION POINTS, SECTION RR3I5.1 HANDRAIL5,HANDRAIL5 HAVING MINIMUM AND MAXIMUM IN51ALLATION5 5HALL BE IN STRICT CONFORMANCE WITH MANUFACTURER5 SPECIFICATIONS AND HEIGHTS OF 34 INCNE5 AND 35 INCHES(064 MM AND 965 MM), RECOMMENDATIONS. RESPECTIVELY,MEASURED VERTICALLY FROM THE NOSING OF THE q. STAIRS TO COMPLY WITH NEW YORK STATE BUILDING CODE. TREADS,5HALL BE PROVIDED ON AT LEAST ONE 51DE OF 5TAIRl-NY5, ALL REOUIRED HANORAIL5 SHALL BE CONTIM.'OU5 THE FULL LENGTH OF BEACH AGGE55 STAIR PLAN Ip. ALL LUMBER 5HALL BE GGA NOW, J THE STAIRS NO TWO OR MORE RISERS FROM A POINT DIRECTLY ABOVE q,p' It ALL POST AND DECK HARDWARE SHALL BE HOT DIPPED GALVANIZED,UAW.. IN ACCORDANCE THE TOP R15ER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST WITH ASTM AI53. RISER OF THE FLISK ENDS SHALL BE RETURNED OR 5HALL TERMINATE Q SCALE. N.T.S. 12. TREADS AND PLATFORM SURFACES TO BE BUILT WITH UNTREATED WOOD OR COMPOSITE IN NEWEL P05T5 OR 5AFET'Y TERMINALS. HANDRAILS ADJACENT TO A (1) 4.'x4,0' HALL SHALL HAVE A SPACE OF NOT LE55 THAN 15 INCHE5(36 MMU BASE PLATFORM MATERIAL BETWEEN THE WALL AND THE HANDRAIL. SECTION RR3152 HANDRAIL GRIP SIZE.ALL REQUIRED HANDRAIL5 SHALL t53' BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY. TYPE I. HANDRAILS WITH A CIRCULAR CRO55 SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4 INCHES(32 MM)AND NOT GREATER THAN 2 INCHES(51 MM). IF THE HANDRAIL 15 NOT CIRCULAR 105.0' IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHE5(102 52.4' MMU AND NOT GREATER THAN 6-1/4]WISHES(160 MM)WITH A MAXIMUM cRO55 SECTION DIMENSION OF 2.1/4 INCHES 01 MAI. 50.5' TYPE 11. HANDRAILS WITH A PERIMETER GREATER THAN b-1/4 INCHES 61.3' (160 M-tI 54ALL PROVIDE A GRA5PABLE FINGER RECE55 AREA ON BOTH r SIDES OF THE PROFILE. THE FINGER RECE55 SHALL BEGIN WITHIN A , D15TANCE OF 5/4 INCH(14 MNV MEASURED VERTICALLY FROM THE t5EE MATION RE6ARJIN6' TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST ICAL STONE REVETMENT, RE-VE6EfATION AND TC-RRACING REQ'MT5, _5/Ib INCH(8 MN)WITHIN T/0 INCH BELOW THE WIDEST PORTION OF THE TION 'A',DWG NO2OPROFILE. THIS REQUIRED DEPTH 5HALL CONTINUE FOR AT LEAST B/6 INCH(10 MW TO A LEVEL THAT 15 NOT LE55 THAN 1-3/4 INCHES(45 MM) E PLAN AND SLOPE AND F0(TENT OF WORKITBELCH THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF O1 ;41 pp_ THE HANDRAIL ABOVE THE RECESS SHALL BE 1-1/4 INCHES(32 MM)TOA GlNn I fn MAXIMI OF 2.6/4 INCHES NO MITI)- EDGES 5HALL HAVE A MINIMUM E I 4 Q RADIUS OF ODI INCH(025 MM), 4'WIDE 3 $EE 'CONSTRUCTION DETAIL' ENTRY 5 IR _ FOR ADDITIONAL INFORMATION AND I W ry DIMENSIONAL REQUIREMENTS. (THIS DWG) Iy^� ")(PLATFORM - f 67, A IV/ vELI 460 m EL.4b.0' V4 xW - .,. . . X Z NG EL. 44.0' Q O ofN�WYORKChY & •�NG �.�n EL. 44.0' • 800-2�2-��80 811 DwELu 2x6 JOISTS,2x6 OEGKIN6 EL.42.0' �, EL. 42.0' Q ri- www.dlgnatnycll.=M (T(PICAL, s PLATFORMS, or SEE 6ENI£RAL NOTES,NOA AND IO) SEL.r I ' Q www.ca11811.com EL. 40.0' t • " rrte�, : 40.040.0' (for other atetes) G I� By law,excavators and contractors working In the • r II N , . u EL. 38.0' `fl five boroughs of Now York City and Neeaeu and •• Suffolk Counties on Long Island must contact El 36.0' DigNel, 1-800-2724480 or 811,at least 48 hours N J but no more than 10 working days(excluding EL. 36A' weekends and legal holidaya)prior to beginning I EL. 36.0 any mechanized dlgging or excavatlon work to ENGINEER ensure underground lines are marked. 2x10 TREADS, 2x12 5TRIN6ER5, EL.34.0' EXcavatore and contractors can also submit 4x6 PO5T5,2x4 GL.EAT5 locate requests onllne,through ITIC.If you do not EL. 34.0' 2xb TOP RAIL, AND 2x4 MID RAIL RE-VEGETATE DISTURBED AREAS currently use ITIC,please call b800.8247803 ggg777 7 AT CA NGLUSION OF STAIR CONST., for more information, ,Q_j I I _ SEE PLANTING SOHEDUIrE. EL. 32.0' iN Ui EL. For safety reasons,homeowners are strongly ® • encouraged to call as wall when planning any EL. 30.0' type of digging an their property.Homeowners I I EL.30,0' TREADS AND PLATFORM can contact us directly at 1-600.272-4480 or by calling all,the national cell before you dig SURFACES TO BE BUILT WITH number. For excavation work completed on EL. 2DO UNTREATED WOOD OR personal property,It Is the convactars col iI GOMP051TE MATERIAL fespcnslblllty-NOT the homeowner's- JEFFREY T. BUTLER, P.E to contact EL. 26A' m DIONst. Having UUllty lines marked prior to tl0' 1�1 EL. 26.0' digging is free of charge. `p . '. EL. 260 F LJ EL. 24.0' �V. HURRICANE �i p uRi I usS I CLIPS TYP. AT ALL C {p EL. 24.0' - ; i ' � . CONNECTIONS GZ.rQ Q STAIR POST AT REVETMENT I I U EL 22.0' BEACH ORA55 V' Q EL. 22.0' (SHOWN BEYOND) (U 4.'x4.0' STAIR AND REVETMENT 8,45E PROPOSED RESTORED BLUFF FADE PLANTINGS } LL (TYPICAL)CONTRACTOR SMALL PLATFORM SEE DVl6 Not FOR BLUFF RESTORATION EL. 200 Z lY) EL 200, COORDINATE REGARDIN55TAIR P05T PLACEMENT PRIOR TO -I- W ARMOR STONE INSTALLATION. SLOPE LANDWARD OF STONE REVETMENT SHALL BE EL. 18.0' 2"X12" GGA �- EL. 16A' STABILIZED BY 6RADIN6,TERRACING,FILLING AND STRINGERS v lY f O TA. PROP. STONE REVETMENT -I- I FLANTIN6 A5 NOTED IN PARTIAL 51TE PLAN, OW6 Na.l. m I6" O.G. Q l lkZ W ® pppROX, EL. 3172' I SEE DVY>Not FOR RESTORATION AND W V Jl Q Q Q' RE NOURISHMENT REQUIREMENTS o TIO11 * Q EL. 16.0' EQ ' L. 14.0, �= 2„ „ GGA 016" O.G. Z x - H- xx EL. 14.0s4' „ : / U� < N - ` W ticl � „ +,') o � 2- 2"X10" C U Q EL. 12.0' UJ POSTS, TO EXTEND b'-O" GGA GIRDER 4 W [K y m i EL. ' a Ii ' ely QUNDI� D BEACH ACCESS STAIRS 13ELUN15TURBEW� a EL. 100 (M o O '! EL, 10.0' t a ° , SCOPE OF WORK: ? Q m O EXIST.AND PROP. ✓ �y, M S , EL.8.0' 1. CONSTRUCT A 1531.6 SET OF STAIRS WITH (1)4'Wxt3' LG ENTRY STAIR,(1)M&ENTRY I POSTS (TYP) B.O. BLUFF ® EL, t4.4 `Hk � yot.: Y k ' PLATFORM W/BENIGN,4Vlxtlb' 1.6 STAIR, (U 4k4' LANDING,4'VSrtIT 1.6 STAIR,(D bki5' I ' " ( , : LANDING Wy BENCH AND (1) 4*0 L6 STAIR TO (I) 4k4' BASE PLATFORM. a m Z EL. 8.0' UNDI5iURBED C( < / =,' PROPOSED REVETMENT STONES TO BE EXPOSED AT AND EL. 6.0' A, MATERIALS TO BE USED(STAIR,U.ONJ, LL Q O m SOIL e4 r + r lJ t-J/ ARpUNp BEACH ACCESS STAIRS ONLY (SEE PARTIAL 1, 2x12 STRINGERS N � Q EL. 6.0' I T 'v y r SITE PLAN FOR EXTENT). FILACE,SHAPE AND WORK 2. 2%10 TREADS ARMOR STONE To CREATE STONE STEPS'.LAY STONES EL.4.0' 3. 2x4 CLEATS I I FROM STAIR BASE PLATFORM TO GRADE AT BA. BLVFF 4,4x6 POSTS G©NSTRUGTION DETAIL I I ( I ! r (EL. fml. SURROUNDING NONE WILL GUARD BEACH 5.2%b TOP RAIL NOT TO SCALE 1 I 5TAIR 5TRUCTuRE FROM WAVE ACTION. EL 2.0' 6.2x4 MID RAIL I I PAGE : � G/�' B. MATERIALS TO BE USED (PLATFORMS,U,O.NJ: l L J /-�l/ EO. 2.0' 1. 2X6 FLOOR JOISTS FOR INFORMATION REGARDING 2. 2x6 DECKING TYPICAL PROPOSED STONE REVETMENT EL. 0.0' 2. ALL HARDWARE BE GALVA NIZED. I II II I II II { EL. 0.0' _ SEE SECTION WON OW6 N0,2 3.ALL LUMBER TO BE Go 2) J GA OR SIMILAR,U.ON. SECTION s B s 4, SEE FILL,RE-VEGETATION AND TERRACING SEQUENCE OF EVENTS NOTES(SEE DWG NI LJ I I I I PROPOSED BEACH 5TAIR PROFILE ofd SCALE, N,LS. ' ' ' I GOPE OF WORK. 1.w Mt BE PERHTMD i0 FALL SEAWARD OF AREA OF WORK OR TO ADJACENT T GRADE AREA IHH®IAT3.Y 51RROADIN6 TE PJAOR STORE. eEANER ESS STAIRS NOTES: LONG INSTALLED PER 'BEALH LONG ISLAND $O[Iy�TTJ PROPHRTTS,ERECT COE RCHION PENCE ALONG ETECTm PROPERtt LINE. RESTORE SURFACE EtVATON OF BEACH TO MATCH NEIGIRWRING ACCESS STAIRS - S' PPE OF WORK', NY 5, BUILDING LODE LOW 510E OBSERVED 3 2. � FILL AND LOMPALTON NOTES PRIOR TO ANY SIZE INCRK. AREAS AND INFORMATION PROVIDED ON DWG No3 ON OS-01-14 584°QQ'ZI „E 107 03 PROPERTY LINE P 3. CONTRACTOR TO VERIFY ALL DIMBEIONS IN FIELD PRIOR TO IYLAVAngV. STAIR APD B LYE AN ESTMAMP 920 CL.YDS OF CLEhN SANDY FILL MAINED 2. ALL HARDWARE SHALL M GALVANIZED,UO.N OBJECT TO BE RB10VL7 - - - - - - -- - - a RtPIEMBNT CONTRACTOR yW.LLOORIONATE REGARDING) STONE /STAIR POST FROM ON 511E EfCAVATION FOR REvtIMENT) FOR IEE IN TPRACIN6 3. NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEIGHBORING LOCATION / PIANTN6 OF9RAnON Alb RESTORN6 TIE BWFS GFFPLE PROPERTIES 0R SEAWARD OF PROPOSED REVETMENT HIEN TIDE OBSERV® EXISTING SIIIDIN6 4. ALL DEBRIS FgND ON &JIFF FACE SNML BE REMOVED PRIOR TO THE STMT OF ELEVATION TO ITS NAMRAI.GRADE KNEES MOONED. IO15 ALL 4 SEE COMPACTION (DRUG No 2) NOTES PROR TO COMMENCEMENT ON 05-02-14 AREAS S (OEICTON D, HASH® OJT'OR el EE RE5TORI) TO OF YORK. — — — EXISTING COM'ClR a, R �e a. REMOVE Cg15TdOTIIDN DEBRIS AND Mf LIKE FOLIO ABOVE GRADE GROVE[), Liel OF THE ADJACENT OUEF TALE 5. THERE ARE NO VIYETATED TIDAL HETLAND5 ON THE 517. b. REMWE A11 VPR001®'DEAD VEbEfAnON DEAD VFBEfAnON 51V•LL BE OJf AT �x GRA,OE LEAVE ROOTS SHDH GRADE 9. INZTNJ- ROFO'iED BBW(SEE DWS Na31. WED/50D BERM UO b. ELEVATIONS ARE REFERENCED i0 Ni Be OAiIPI E145T TOE OF &TIFF "�, FOR WORK IN THIS PROPOSE STOKE c. HALL MORE,Ani TO APPROVED LR.AND 511E. DECORATIVE P,JNTIN6) S%ISTIN6 ELEVATION5 ARE 5HOHN TNI, as BEALx nLCEss STEPS zicllE 5. RETAIL PROPOSES)0 ACGE'S£ STAIRS,SEE 0115. li FOR R59IIFEH ,, 10, SEE FILL,REVFSETATON AND TERRACING) SESIBOS Dill OF EVENTS CONTOUR LINES ARE SHOWN MBE, s— = R �+T G CON51WCn0N Al SCOPE OF YORK WIFOR(SEE DPWhiFOR PRCCEO.REG AND RB311REPBRiS. - +11A1T]GL] SEE PROPOSED SHAT® STOW / s b OgGiggOT PROPOS NE agill STOHALL 1115 FT LONG. PARTIAL PLA CO FVCnax GF TIE N APOHFS, INK) x60 ABOVE A. A. FNWVhTEO TO PAS MILL DOPAT: PI.MkTBIT OF TOE STONE,CAP STONE AND RI (THIS EXISTING SPOT IIIIY.P - G)TUOE B INSTALL ROW OF ARMOR STONE(TOE STONE ONE STOLE DEEP AND ONE E STOW EXISTPHOTO KEt' ING) _ _ - - HIM,(up.BELOW 6RAM AS DEPICTED IN SECIwi,DWS NO, 2. TOP OF Ii C, 1151701110' - HE RIP RAP 150-100 M CORE STI NFJ LAIOWMA OF TOE STOW is. ^H G IN DEPTH IN9NI AND UIOERLAIN HM FILTER CLOTH - SEE SFl IN COASTAL EROSION -- - _ IA,m IWIF bill MILE 0. INSTALL 0) ROW OF ARMOR STONE(CAP STOW ONE STOLE DEB' AND ONE STONE HAZARD LINE HIGH,PLACE TO STORE a SRAOE LA viNal OF TOE STONE) AS DEPICTED IN ONESTOWSTO ONE STIXHE DEEP OF AWTBE = TO 6E RB10VID �5 g_ Id ••� SECTION( DWG) NiO al = HEVATION tl 1E, d C E INSTALL (3)3) ROWi 1oR STOW NE HIEN, W (ASSAM SRADFJ AS DEPICTED IN SMTON 'W',OH5lOV. INLWOIN6 THE B®DINS, W N nE BASE OF THE ST IMM HILL EDEND APPIDAMAT LY 160' SOW SRAfR N I o (AFPROX EL. -247. pp - F TIE ARMOR 5Tow HILL EE INSTAILD GO THAT THE El OF THE TOP LAYER OF O 1 W STOLE HILL SIT LANDII OF THE 11511011 BELOH IT. TE STRUCTURE 1 DS• PROPOSED MOR[K SLIHNIAI SHALL NOT ETY.ROACH ON THE EXISTING Mal THE 5TONE5 AND BANK WILL LAND wF I O AND AGAIN MSW'®, 6RNM) AND FILLED A5 Hel TO EN31RE A STABLE RyUhrcEMAusr 2EIf 670 PROPOSED JAIT PROPOSEDHOOD LFSCONEREVER@4TER ARMOR STONE HALL, W 1 HOUSE A GAR, LST -yE6ETAIM BMEF. BEAlM ACCESS STAIR TI3RRALe AND �N Op � BILLOF MATERIAL. LONG ISLAND $pmD ?M FSR F WORK AVATION • SO Ell = 020 ClOrM 84°00'21"& 107,03' ENLTOTAL ESTIMATED RESERVED ON 511E FILL = fi320 OU.YDS —_ LOW OPF$1VID w w ON OS-05-0 2-14 TIE LITE I gni Dal P°w KI IFF AREA TO F- 141 _ �] $Q� WMORE ELLTMAIELYfl0GI.YDS. OFCLEANSANDY FILL TO RESr MR UNITE BWFF CURISH ELS HOLLO. USE RgBEVEp FILL Rl N, \ . _ _o _ SQ°Z.�,ZQw Ex E �UiRED TO ATTAN1 PROPOSED LGROAME, THEN BE PROPOSED TERRACING, TRIOK® IN FROM AN AFFROVED UPLANO SOJRLE M15 .. SEE DWG) No.2 FOR INSTALLATION — PIPE PROPOSAL RE513I THE RIGHT TO AQUIRE MATERIAL FOR REd11REMBIR AND BOXED JOIE TROP 1115' L65rOHE REVETMENT IAO'WF SIISnxa MIS RIRPOSE ALLPe1D5®6eAWMN OPT.O,eLNTMII5T 00 W PII RFAL1f LD,f°. _ FOR SITS THIS DWG) FOR TYPICAL HBVATION aARDe1 E1LBANAND OF BEACH DOWATIFLBORAMe® tt1 R1Ns11Na III a Yr 4 3 SEE SELTION 'A', DWG. Not �',1 ZROMIDpN�ANU M1NOTHePINCHA9PD PROMANAPPA0V0D O � _ O _ PROPOSED REVELMENT STONES TO CR AT w n �- — PLACED, SHAPED AND HORNED TO CREATE N.. 111-WGUAI ��� In w X EXISTING HIGH TIDE OBSERVED \ eu x B 5TONE STEP FOR BEACH ACCESS, INSTALL O 3 TO 5 TON ARHOR 5 ONE = 9B0 TONS � X z W TOE OF S1N=F ON 05.02-M—� 3 SURROUNDING STOLE IN A NEATER THAT WILL w Q54.TQ1 50-100 USE, CORE STONE = 100 0.TDS O Q O FLUORO YOOAEN BEACH STAIR STmICnIRE HOME, FILTER FABRIC AS NEEDED I$1 \\\4 Z 1\ FROM WAVE ACTION. Q,2 — . . yam. S��°2 0 uao xlar FI AI ON BUFF FACE, LL W d) 4 PJH TSALtt cl PLANT El FACE HIM NATIVE VEGETATION, INCLUDING BUT 0.' 'D NOT LIM ME) TO BEACH GRASS AND SWITCH GRASS (SEE EROPOSED RE-VEBETATION, W PLANTING SOH. FOR ADDITIONAL SIKER PLANTINGS) 'y74 2 0 SEE PINS III FOR RESPITE, AND_m ATTROWM4T'- AREA E= EI [ N IV 50)(E) TOTE FOR WANTTIES, _ PROS G erL HAIR v Hi THIS ANOINT OF REVFbETATION WILL BE LESSENED BY THE MI5 DWS - p_ #n LONG YO00 BEACH A,LI STAIR AREA OLCI.PIED BY ESTABLISHED,STABLE DUSTING VEGETATION �I 1NCtill OF ENTRY STEPS,(I) ENTRY 51 TE PLANTILL--'���L4441 ED- PLATFORM ,(2) LANDINGS - (N W EENCN MO T92RAL NG) ON LM NFF�. EXI51W to: 4- WIDE % N0 L5 STAIR TO BASE FLAlWR1 15 RH,IIIRED F THE P)HPOSE! OF STABILIZING P15111100 SOL TOP OF SLOPE -/951 SEE DWG Na 3 FOR INFOR`MATON AND TO REPJCE 1310501 COASTAL EROSION "r \ _ 50 60 50 O 60 120APrROYJMAFc MEA = SIM SP AZARD HLINE GRAPHIC SCALL- I" - 601.0 ER, � \ � LQLAND BERM, EOF W, � _ _ bpz AN ESTMhT® W01YD5 aF 5014lOAM IS RESY11Rm FIXt ME PA T U- PROPOSED 5 Ok bisME BERM SSE of BALDING ME PROPOSE) BERM AT THE TOP OF MEINSTAL �5Am4V S X09* (f60'LL PTO LG)T STORM gul IR H! INHIBIT STORM FAC $� ,� AfPROpMATE SOD/SED AREA = 5'70 x RUNOFF FROM RFWENT F ILA FACE. A ' 1 x MAINTAIN BERM HENii OF ABOVE 2 ` \ FXSTN6 2 TOP OF BUFF r r]]L FR5HED GRADIS. //( COASTAL EROSONE[JCUL:2 FOR INFORMATION SEE DWG. NO2 Z np \ � ` / HAZARD LINE- _ - - - / 201 W J9FRET T. BIKER, PE pO3:Rr 4HVAf5i N g _ OHy IaD,T , cG ^+ it FINxkEL w Ow ° uo — ee PROPOSED SHORE n I �� ,7-1 E o M 11 3 ��. RESTORATION PLAN FOR: Not �E+" U ~ z O APPROVED BY II M OORIIENTT TIATE Nrr gtl'EWYLKKQtt $ 6W O crI � a BOARD OF TRUSTEES I TOG.Hrw"61x aM'm�rD+EYI rage B 6001%NAD p g In o 4 1 scMt HO, 10°D-I3-2-'T 800272-4980 811 TOWN OF SOUTHOLD ZONING DISTROT, NA rWn O DATE I LEPER $ FENIA FLMnIII WA wwu,tllamemyHlmm ��••, V- 0 8 20 or I DECK suet Loom f /J' 1 % ARTAOFSSITE PATtH I•H5TINF ERfffi2�P` >. (0r°Unrtebbq ' A#@JI LO W �/ 0 � 1G ARTAOF SITE, TG,415 SF. NL �Oo I, N1 p �l J O (IGD ALJ By l" b,rugh,mm•nal ,rkclommwadhrg ,nd �` I�-F 17+ (� nmt°mugeeof New wohheandr N•.ewora I " LIT p O T I 25TY FR 1 Al sumlkc°untl•.°n L°ne lavna muetwntia �L; L1 iL 111 O I HOUSE 4 GAR DHELLINS f2,IS..F. NL. DlgxoL f-MOR2i orelf,etlo•euRoum ON ° 1 v 6ARA5E cipl 5F. NL. but no more then Nmworxngmy1•vdual°g O L1a p— weekentla and Pull untilprime,begin rg Z O 11) z 1 Rl I OF COVERAGE CAI R. wry me°neni Halll or excel workIn t 1 200 TOTAL BLOC AREA /AREA OF 511E = LOT COVERAGE ensure una•rgmwna lines an merkea. LOCATION MAP: z Qi W 1 244' 3yA.T2 SOFT. 11541550FT = 0.0454% Eec+V•mm•ntl oonw=mm ran•leo eubmlt p Q TILE LOP GOVEitPHE = 4541P 1°nadntly the I pill tell Ona EFri NOT TO SCALE I 3a"1' STOOP 244' currently uvormoremeee m1119W 6Z4THW Q QI V IT--�I for mon mmrm•tl°n. V 1 I ❑ V SIT: PLAN BAWD M ORIGINAL SLRVEY BY, For all mall M1,omeownery me e0ongly MACHINERY ALLEY PEI= IS FROPOEFD FROM TE � JOIN L EHI-HtS,LAND SRVEYOR,Ni LIG No. 50101 RgIDENCE5 E/6T SDf OF ONELLIHK PAGE : 1 ❑ ❑ enmmgea m°•o.mw.uwb.n q.rmngarn 6 EAST MAIN STREET RIWRHEAD, W III type of aleging on tbellr propeM Homeowner SIRVEYER ALIS X, 2013mrnot by almnlvr at t ag0.g12- uo°rty Q DATM, NAI CD calling 511,to renewed®Il Nkrt you OR u PROPOSED PARTIAL SITE PLAN number newti •yIx°nwmkwmpldaon I FOR INFORMATION R[SARDINS. STOW FEiSn"l n, RE-VEGETATION AND TERRACING PARYIZ LALEWRI neponelmxty-NOT(whoraownll wnoot REfl'MIS, SEE EIEVAJON 'A',OH6 Not N 1MI 10 O 21 40 60 COSRI HaWneutllleyllneem•rlmapamm PROPOSED BEACH Al STAIR DESIGN AND LOWIRRUSTILN 2R65YM15, } a,gging l•trr•e°f°eaM, N3 6RAPWC 56ALE I" = 20'-O' of 5 g www.dignetnycli.comFILL, RE-VEC ETATI ON AND TERRA<G I NC U) Of NSW YOr;K CITY or PROPOSED NEW PER L NDSGSCRUB/ BUSH UI PRUNE 1/6" OF LEAF NATURAL FORMA BUT 5EQUENGE OF EVENT5 NOTE5: &SONG 15l.MJp www•ca11811.com � � N (for other states) (SEE 5HT 1), MIN 3'-O" OL I. NO RE-VEGETATION OR TERRACING INSTALLATION SHALL OCCUR UNTIL ALL CONSTRUCTION 15 COMPLETE. - 5PRAY WITH WILT-PROOF o 2. NO FILL SHALL BE TAKEN FROM THE SURROUNDING BEACH OR BLUFF FACE. (900-212-44(90(900-212-44(9081 I ACCORDING TO MFG 5 INSTRUCTIONS 3. SEE PLANTING SCHEDULE,PLANTING DETAIL,TERRACING SCHEDULE AND TIMBER TERRACE RETAINING IF FOLIAGE 15 PRESENT WALL DETAIL, TH15 OW6. qq I GROUND LINE TO BE SAME AS 4. USE 'RE5ERVED' ON-SITE FILL ACQUIRED FROM REVETMENT EXCAVATION (SEE BOXED MATERIAL NOTE, Q By law,excavators and contractors working in the For safety reasons, homeowners are strongly AT THE NURSERY DW6 N0.0 SHOULD ANY ADDITIONAL FILL BE REQUIRED TO MEET PROPOSED 6RADE5 IT MUST BE I five boroughs of New York City and Nassau and encouraged to call as well when planning any TRUCKED IN AND PURCHASED FROM AN APPROVED UPLAND SOURCE(GLEAN SANDY FILL OF BEACH g Suffolk Counties on Long Island must contact type of digging on their property.Homeowners ESTABLISHED VEGETATION COMPATIBLE GRAIN SIZE). DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480odol by 18" MIN. FOR OR MEANS OF STABILIZATION 5.6ULLIE5 OR LOW POINTS WITHIN THE AREA OF WORK SHALL BE FILLED AND 6RADED TO THE LEVEL OF � o Z Z 0 but no more than 10 working days(excluding calling 811,the national call b y g I::;:::: :;;::::.:::.... (PLANTED 6RA55E5 OR TERRAGING) THE ADJACENT BLUFF FACE (THE NATURAL 6RAM 3 5 weekends and legal holidays)prior to beginning number. For excavation work completed on PLANTS UP TO 4 g s' " 6. ANY EXISTING VEGETATION SHALL REMAIN IN PLACE. DELIBERATE CARE SHALL BE TAKEN NOT TO Z a Q I I f. (( o �p any mechanized digging or excavation work to personal property,it is the contractors HIGH,20" MIN. 1: ;`:::. ::::.::::.. REMOVE BURLAP FROM TOP DISTURB ROOT BASE OF EXISTING PLANTS. S ensure underground lines are marked. responsibility--NOT the homeowners-to contact FOR PLANTS 6" MIN OF BALL _ Excavators and contractors can also submit DigNet. Having utility lines marked priorto OVER 4' HIGH 7. ANY DEAD VEGETATION SHALL BE GUT® GRADE AND REMOVED FROM BLUFF FADE. z NOTE: LEAVE ROOTS INTACT BELOW GRADE. 15 i locate requests online,through ITIC.If you do not digging is free of charge. BACKFILL WITH TOP501L d PEAT- M055 3:1 RATIO BY VOLUME IN q" 8. ANY UPROOTED TREES, ETC. SHALL BE REMOVED FROM BLUFF FACE. �$ PEAT- currently use ITIC, please call 1-800-524-7603 /� q. WORK WITHIN DE516NATED AREA OF WORK,CONTRACTOR TO ATTEND TO DISTURBED, WASHED OUT AREAS for more information. Tl'P I GAIL 5HRUB LAYERS-WATER EACH LAYER UNTIL WITH EXTRA CARE. SETTLED. DO NOT TAMP 10. APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. PLA<NTI NC DETAIL II. TO APPLY FILL: PROPOSED BERM TO BE INSTALLED � I b FOR PLANTS UP TO 4 HIGH M.T.S. a. WORK HORIZONTALLY ACROSS BLUFF FACE,LIMIT THE WORK AREA TO 3-4 FT OF VERTICAL WHERE SHOWN ON PROP05ED NOTE: 8 FOR PLANTS OVER 4 HIGH '� v S PARTIAL SITE PLAN,SEE SHT I I SURFACE AREA AT A TIME. CONTRACTOR SHALL APPLY FILL IN 12" LIFTS, TAMP BETWEEN LIFTS. o m `t v 4 EXISTING 500/GRASS ALL PLANTED VEGETATION WILL REQUIRE 12. OWE NATURAL GRADE 15 ACHIEVED WITHIN THE SMALL WORK AREA PLANT PROP05ED VEGETATION AND � m PLANTING TO REMAIN I MONITORING OVER 3 GROWING SEASONS. GENERAL NOTE5: - INSTALL TERRACING BEFORE MOVING DOWN TO THE NEXT VERTICAL SURFACE AREA. I. BEACH ACCESS STAIRS SHALL BE INSTALLED PER 'BEACH ACCESS STAIRS SCOPE OF 13. CONTINUE PROCEDURE UNTIL PROPOSED AREA OF WORK 15 COMPLETED. (LANDWARD OF 15' WORK', N.Y.5. BUILDING CODE AND INFORMATION PROVIDED ON DWG N0.3 NON-TURF BUFFER I 3' MIN PROP. BERM 2. ALL HARDWARE SHALL BE GALVANIZED, U.O.N. _ 3. NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEIGHBORING PROPERTIE5 OR SEAWARD OF • PROP05ED REVETMENT. 4. 5EE DEMOLITION AND COMPACTION (DWG Not) NOTES PRIOR TO COMMENCEMENT OF WORK. . 5. THERE ARE NO VEGETATED TIDAL WETLANDS ON THE SITE. EL. 34.0' EL. 32.0' PROPOSED BEACH GRASS TO BE PLANTED AS INSTRUCTED IN PLANTING 50, THIS DW6 EL. 30.0' PROPOSED 5HRUB TO BE PLANTED AS AN ALTERNATE ANY ERODED AREAS SHALL BE FILLED TO BEACH 6RASS WHERE CONDITIONS ALLOW. PLANT EL. 28.0' AND 6RADED TO THE LEVEL OF THE Y-O" ON CENTER,SEE PLANTING 56HEOULE AND ADJACENT BLUFF FACE (ATTAIN NATURAL DETAIL, THIS DW6 6RADE PRIOR TO SANDY) EL. 26.0' EXISTIN6 VEGETATION SHALL 16.3' 31.7' 16.6' • s REMAIN IN PLACE,DELIBERATE m CARE SHALL BE TAKEN NOT TO EL. 24.0' PROPOSED TIMBER TERRACE DISTURB ROOT BASE OF EXI5TIN6 • RETAINING WALLS OTHER THAN AT TOE PLANTINGS. m z OF BLUFFSHALL BE INSTALL PER 5GHEOULE. SEE DRAWING N: EL. 22.0' O N o : �- I �- -! I �• V N0.1, SEE T'ERRAGIN6 DETAIL, THIS DW6 3 . COMPACTION NOTES- $ I EL. 20.0' ° I w •SUB GRADE GENERAL c��v I Fzl I. IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE SUB GRADE MUST BE PROPERLY PREPARED. 6U IES SHALL BE FILLED AND 6RADED p ' EL. 1&0' � p �_ , �Q LL N I 1'n X THE CONTRACTOR SHALL PREPARE THE 5UB GRADE IN ACCORDANCE WITH THESE TO THE LEVEL OF ADJACENT BLUFF SPECIFICATIONS,M146 THE NECESSARY MEANS AND MATERIALS TO PROVIDE THE SPECIFIED � I � I � STABILIZE AND REINFORCE BY � �' ' � I W FADE. L •i � I �� X z W RE5ULT5. NOTHING IN THE FOLLOWING SITUATIONS GAN BE FORESEEN. THEREFORE,NOTHING IN p, THE FOLLOWING SHALL RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO NOTIFY THE TERRACING AND PLANTING W/ i EL. Ib.O' EN6INEEI?OF SPECIAL PROBLEMS,AND IN THE END,TO PROVIDE A SOUND SUB GRADE. APPROPRIATE NATIVE VEGETATION. 2.U51N6 501L TEST DATA I I Ord) A.AT ITS OPTION,THE ENGINEER MAY PROVIDE 501L TEST INFORMATION TO THE CONTRACTOR q (MAX) IF PROVIDED,THE DATA WILL INCLUDE GLA551FIGATION OF THE 501L IN ACCORDANCE WITH EL. 14.0' L; j� 501E CLASSIFICATION SYSTEM(A5TM 024$1). THE 516NIFICANGE OF THE DATA THE UNIFIED PROPOSED TIMBER TERRACE T.O. PROP.STONE REVETMENT = Q WILL 13E INTERPRETED BY THE ENGINEER #PPROX. EL. 12.0' (MAX) EL. 12.0' I N B.SOILS DE516NATE..O AS HIGHLY EXPANSIVE(CHI,MHO,AND OH)MAY REQUIRE LIME RETAINING WALLS® TOE OF STABILIZATION AND/DR SELECTIVE REPLACEMENT WITH SUITABLE 501L5. SUCH 5PEC IAL BLUFFSHALL BE tl0 O.G. MIN. SEE TREATMENTS WILL BE DETAILED IN THE 517E BID DOGUMENT5 IF THE C05T 15 TO BE INCLUDED TERRACING DETAIL, THIS OW6 fl I I m IN THE CONTRACTORS BASE BID. ` PROP. STONE REVETMENT G.SOILS M516NATED AS HIGHLY ORGANIC(OH,OLD,AND PT)MAY REQUIRE SELECTIVE EL. I D.O' .. REPLACEMENT WITH SUITABLE SOILS. THE NEED FOR AND THE EXTENT OF THIS TREATMENT '�< (� TON ARMOR STONE p ` (4'0 - 4.75' STONE,TVP) I L�LJ WILL BE DETAILED IN THE 51TE DOCUMENTS IF THE COST 15 To BE INCLUDED IN THE EL. &.0' ti F- CONTRACTOR'S BASE BID. PROVIDE FILTER FABRIC A5 SHOWN, .SS PROP. STONE REVETMENT THE ENGINEER OF ANY AND NOTIFY •,.�,_::�..,.. D.THE CONTRACTOR SHALL INSPECT THE SUB GRADE SHALL NOT ENCROACH ION NOT ADDRESSED IN THE 517E BID ENCASE GORE STONE ALL SIDES. :':: : >'>;_"`. CONDITIONS REQUIRING SPECIAL CON51DERAT ' DOCUMENTS. THE EXTRA G05T OF UNANTICIPATED REMOVAL WILL BE BASED ON 114E UNIT USE U.S. FABRICS, P/N U5230 ON EXISTING BEACH ENeINEER: t EL. 6.0' COSTS PROVIDED WITH THE BASE BID. THE COST OF UNANTICIPATED LIME STABILIZATION OR OTHER SPECIAL TREATMENT WILL BE NEGOTIATED. PROP. 50-100 LB GORE STONE(10" TO 13" OF NES RIP RAP) TO BE PLACED ON AND AROUND �- ;", ;�. APPROX. . BLUFF EL. I OBSERVED HIGH TIDE ON EL. 4.0' �� P� UNIDISTURBED SUB GRADE PREPARATION FILTER FABRIC TO PREVENT SCOURING 501E _ 21' fl ,.. ° . .: 05-02 2014 I.THE CONTRACTOR SHALL REMOVE ALL VEGETATION,SURPLUS SOIL,DEMOLITION RUBBLE,AND Ilk IRABLE MATERIALS. SUCH MATERIALS SHALL BE PROMPTLY HAULED FROM THE I - OTHER UNDES SITE AND DISPOSED OF IN ACCORDANCE WITH GOVERNING LAWS AND CODES.THE ED UNDISTURB z<" tl _ OBSERVED LOW TIDE ON �O CONTRACTOR SHALL SHAPE THE 5UB GRADE IN ACCORDANCE WITH THE 6RADIN6 PLAN, 501E TAKING INTO ACCOUNT TT E THICKNESS OF THE PAVING SYSTEM. THE TOLERANCE OF THIS TNG SHALL BE WITHIN 1/2"HIGH TO I"LOW. DURING THIS OPERATION THE 01' X3493 I 05-02 2014 • LEL EL. Off ROUGH GRAD CONTRACTOR SHALL NOTE ANY SOFT AREAS T14AT BEGONE APPARENT AFTER TRAFFIC BY CONSTRUCTION EQUIPMENT AND LOADED TRUCKS. SUCH SOFT AREAS SHALL BE REPORTED TO THE ENGINEER FOR DETERMINING THE METHOD OF TREATMENT REQUIRED,IF ANY. BOTTOM OF GAP STONE JEFFREY T. BUTLER, P.E. CONDITIONS. :,6 APPROX. LEL. -2.4' EL. -2.0' Q 2.MAINTAININ6 DRY 51TE GO DURING PREPARATION OF THE SUB GRADE AND UNTIL THE PAVING 15 IN PLACE,THE CONTRACTOR SHALL PROMPTLY TAKE REASONABLE MEASURES TO OBTAIN AND To MAINTAIN A DRY 51TE FREE SURFACE WA MINOR HAND • TION.SUCH MEASURES SHALL INCLUDE PUMPING of TER, PROPOSED TOE STONE FOR. .. O CONDI � F_ � AND/OR MACHINE SHAPING TO FACILITATE WATER REMOVAL,AND OTHER OPERATIONS TO CAPSTONE PROTECTION SPEED DRYING. 3.NATIVE 501L COMPACTION: N COHESIVE AND GOHESIONLE%NATIVE 501L SHALL BE COMPACTED TO q5�AND 100%OF THE OPTIMUM DENSITY,RESPECTIVELY,PRIOR TO PLACEMENT OF FILL. SECTION 'A' z ° 4.FILL SELECTION AND COMPACTION: THE MOST C05T EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED: "-`- PROFILE OF PROP05ED 5TONE REVETMENT z o ALU -SAND-GRAVEL MIX(15 TO 3%FINES(0.02 MM AND G13R> I7), \ LU LU -GRAVELY 501L(3 TO 6%FINES<DA2 MM AND CBR>8), TERRAC I NC ASND RE-VEC ETA�TI ON W v LY �r--' F z O -SANDY SOILS(3 To b%FINES<0.02 MM AND GBR>8), / _ < AND GBR>8 \ SCALE:Y,." = I'-0" � W O (V � � SILTY GRAVELY SOILS(b TO 10%FINES 0.02 MM ), -SILTY SANDY SOILS(b To 15%FINES(0.02 MM AND CBR>8), 15 OVER 20�FINES<DA2 MM AND CBR>5), f EXISTING SHRUBS, w Q Q I � O- -CLAYEY GRAVEL SOL ( TO REMAIN CLAYEY SANDY 501E(OVER 20AS FINES(0.02 MM AND GBR>5), ` LI•.I O m RESERVES THE RIGHT To HAVE SOIL TESTS PERFORMED TO CONFIRM THE SUITABILITY OF ANY FILL MATERIAL. 174E CONTRACTOR w LY LY O 5.THE ENGINEER ,,��,// Cj SHALL SPREAD AND COMPACT THE FILL MATERIAL IN 6 INCH MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO g5%OF THE OPTIMUM EXISTING BLUFF FACE W 17- DENSITY. COMPACTION SHALL BE ACCOMPLISHED AT NO LESS THAN OPTIMUM MOISTURE CONTENT UP TO 2%WETTER.OPTIMUM DENSITY AND OPTIMUM M015TLRE CONTENT SHALL BE AS DETERMINED BY A5TM 01551. NO RUBBLE TRASH BOULDERS OR OTHER DEBRIS WILL BE ALLOWED OPT � lsl AS FILL MATERIAL IN ANY USAGE. GULLIES LANDWARD OF EX. STONE WALL N OR ULTIMATE BEARING CAPACITY OF LE55 THAN 500 PSE,GE0IEXTILE FABRIC SHALL _= ..tip SHALL BE FILLED AND GRADED TO THE m 501LI WITH LESS THAN 25o P5F G0HE510 N O 6.FOR UNSTABLE �..�_ J O O BE INSTALLED IN ALL UTILITY AND PIPING TRENCHES AND TANKHOLE5 TO REDUCE MIGRATION OF FINE-GRAINED 501L AND SEPARATE 01551MILAR LEVEL OF ADJACENT BLUFF FACE, FILL MATERIALS.THE GEOTEXTILE MATERIAL SHALL OVERLAP ADJACENT 6EOTEXTILE MATERIAL BY A MINIMUM OF 12 AS NEGE55ARY TO :.. ,..: "'- REINFORCE BY TERRACING AND COVER THE INTENDED AREA. 6EOTEXTILE FABRIC SHALL BE 6TFI30EX,TYPAR 3401,GTFI50EX,OR TYPAR 3601 A5 MARKETED BY EXXON "' '`'' ' "�"�:•' PLANTING W/ APPROPRIATE NATIVE ` ; - ^Y PL,4NTI NC SCHEDULE Z Q L O CHEMICAL AT 1-800-54-EXXON. �''_`�' VEGETATION. 1.BACKFILLING TANKHOLE5,ETC.: ��:� �j, PROPOSED 6RA55 AREA(MIX OF AMMOPHILA Q till BAGKFILL FOR ANY EXISTING TANKHOLE5 SHALL MEET THE REQUIREMENTS OF TH15 SECTION.LIKEWISE,BACKFILL FOR OTHER HOLES LEFT BY t+--''�`:- PROPOSED BLUFF FACE ' MOVAL OF SWIMMING POOLS,BASEMENTS,ETC.SHALL COMPLY WITH THI5 5EGTION AL50. ''''' • ?r BREVILI6ULATA) BEACH GRASS 2-3 CALUMNS PER PLANTING m O :',.:YyA"i-. '�:µ HOLE 12"OL MAX. WITH PANICUM VIR6ATUM)SWITCH GRASS - Z 8.BAGKFILLIN6 TRENCHES: ;�Z:. BEACH BACKFILL FOR UTILITY TRENCHES SHALL BE WELL-GRADED,GLEAN,FRESHWATER SAND,FREE OF SILT AND CLAY PARTICLES.BACKFILLING SHALL R`�" AT 2'-0" OL.,2 GAL.CONTAINER). DE GAVIN6 OF THE TRENCH 510E5. PRIOR TO INSTALLATION OF 11E :;': :?;:: S � 1 OBE PLANTED GE TO FRESHWATER �Q PROPOSED NORTHERN BAYBERRY BUSH(MYRICA Y AFTER 174E LIFE OR CONDUIT 15 IN PLA TED IN CQ OCCUR IMMEDIATELY PENSYLVANIGA) TO BE PLANTED AT A MINIMUM 3 FOOT ON LIFE OR CONDUIT,A 4 INCH CUSHION OF SAND SHALL BE PROVIDED. P �GHEDULE. TERRA�C I NG 5GHEOULE g.AREAS OUTSIDE THE PAVING SHALL BE FILLED AND COMPACTED A5 NECESSARY WITH 501L COMPLYING WITH TH15 SECTION.EXCEPT THE TOP 6 `:<: `t=: .,.• O TERRACING: CENTER. INCHES SHALL BE NATIVE TOPSOIL SUITABLE FOR 6-RA55. AREAS REQUIRING GUT SHALL AL50 BE PROVIDED WITH b INCHES OF NATIVE TOPSOIL ' ; •':`' '`. TERRA( SLOPE ACCORDING TO 5614. BELOW: AND)OR PROPOSED BEACH ROSE BUSH(ROSA VIR6INIAW� TO USE 2x2x4 LONG CGA TREATED STAKES W/2x6 ;.;. .�; FOR 6RA55. FINISH GRADE FOR THESE AREAS SHALL BE I INCH BELOW TOP OF CURB. AREAS SHALL BE SLOPED TO DRAIN AT A MAXIMUM OF „ +; BE PLANTED AT A MINIMUM 3 FOOT ON CENTER. 4:1 UNLESS oTHERW15E INDICATED ON THE 51TE OR 6RADIN6 PLAN. GGA PLANKS SECURED TO STRIKES (MIN b-0OG). :; : • :, :.;-,....�.,• SLOPES OF 1:3 SLOPES OF 1:2 SLOPES OF 1:1 OR GREATER AND/OR PROPOSED BEACH PLUM BUSH(PRIMUS MARITIMA) TO 10.COMPACTION TESTING: INSTALL TERRAGIN6 PERPENDIiGULAR TO : ;;�,. / TERRACING TO BE INSTALLED AT TERRACIN6 TO BE INSTALLED AT TERRAGIN6 TO IBE INSTALLED AT BE PLANTED AT A MINIMUM 3 FOOT ON CENTER. FA 6 E : THE ENGINEL-R WILL ENGAGE AN INDEPENDENT TESTING LABORATORY TO PERFORM 0)A STANDARD PROCTOR TEST(ASTM 01551)ON THE FILL DOWNWARD SLOPE. SECURE 2,xb FLANKS TO MATERIAL(OR NATIVE 501E PROCTOR TEST(ASTM 015511 ON 174E FILL MATERIAL(OR NATIVE 501L IF NO FILL 15 USED)AT LEAST 12 HOURS ADJACENT PLANKS ALONG HOIRIZONTAL PLANE. _ b'O.G.SPACING 3'OG.SPACING I'OG.SPACING (SEE PLANTING DETAIL,THIS DWG) BEFORE THE CONTRACTOR INITIATES COMPACTION AND(2)A NUCLEAR DEN5ITY 6AU6E(A5TM 02422 AND ASTM 03011)OR SAND GONE(A5TM 01556)TEST AT A MINIMUM OF THREE RANDOMLY SELECTED LOCATIONS TO MEASURE THE DEGREE of COMPACTION OF THE SURFACE%666RADE. TIMBER TERRACE RETA<I NI NC WALL IF THE RESULTS FROM TH15 TEST FOR THE FILL OR NATIVE 501L DO NOT MEET OR EXCEED THE DEGREE OF GOMPAGTION SPECIFIED IN THIS 1 1 ° 1 ° SECTION,THE C05T OF TESTING WILL BE DEDUCTED FROM THE CONTRACT AMOUNT,AND THE TESTING(2)WILL 13E REPEATED. AND PLAtNTI NC DETAIL °0 h � NYSDEG APPLICATION No. 2 11.THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY SYSTEM IN ACCORDANCE WITH THE STANDARDS OF THE 5.G.D.14.5. CONTRACTOR 15 cSGpLE: LEONE 3 2 1 1-4-138-04313/00001 RESPONSIBLE FOR ALL INSPECTIONS AND SIGN-OFF OF SAME. 12.CONTRACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK PUMPED OUT AND CERTIFIED AS EMPTY PRIOR TO RELOCATION. of 5 NYS BU I LD I I CODE (1) 5.0'xb.O' LANDING W/BENCH C1�I NOTES SECTION RR314 (4) bxb CGA PILES 0 THIS LANDING 6E `FERAL I`IOTE`JG STAIRWAYS (PRIOR TO FINAL STAIR TO BASE I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE PRIOR TO STARTING v SECTION RR3145.5ECTION RR3142 TREADS AND RISERS.THE MAXIMUM RISER HEIGHT SHALL BE 8-1/4 PLATFORM) TO BE PLACED tl0' OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE N INCHES(204 MM)AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES(224 MM). THE RI582 HE16HT SHALL SEAWARD OF B.O. BLUFFWORK AGREE WITH SAME. - BE MEASURED VERTICALLY BETWEEN LEADING E06B OF THE ADJACENT TREADS.THE TREAD DEPTH (I) 4.0'x4.0' BUILDING CODE AND ALL RULES AND RE6ULATION5 OF THE TOWN OF SOUTHOLD. 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF 4' WIDE ENTRY STAIR � ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS LEADING EDGE. THE WALKING SURFACE OF i TREADS AND LANDIN66 OF A STAIRWAY SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 4& BENCH W/RAILING TO CODE 3. IF IN THE COURSE OF CONSTRICTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS UNITS HORIZONTAL(2-PERGENT SLOPE). THE GREATEST R15M HEIGHT WITHIN ANY FL16HT OF STAIRS 514ALL INDICATED ON THESE PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. o NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH(95 MM).THE GREATEST TREAD DEPTH WITHIN ANY o SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE,AND CONTINUE WITH THE WORK, HE SHALL FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH(95 MM). 4 �, A55UME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 4. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO INTO EXISTING HANDRAILS SLOPE. Z SECTION 15 6.0' tl1' 4.0' tlb' 6.0' t4' 5. ALL FOOTIN65 SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRE55URE OF 2 TONS 3 o SECTION RR315.1 HANDRAILS.HANDRAILS HAVING MINIMUM AND MAXIMUM HEI6HTS OF 34 INCHES AND 38, PER SOFT. AND SHALL HAVE A MINIMUM OF 6'-0" OF COVER,U.O.N. z INCHES(864 MM AND 965 MMU,RESPECTIVELY,MEASURED VERTICALLY FROM THE NOSING,OF THE TREADS, BENCH 6. DESIGN TIMBER STRESS - DOUGLAS FIR , NO. 2 GRADE FB = 825 P51,E = 1,200,000 PSI. U_ SHALL BE PROVIDED ON AT LEAST ONE 51DE OF STAIRWAYS. ALL REQUIRED HANDRAILS SHALL BE 1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. THE - CONTINUOUS THE FULL LENGTH OF THE STAIRS WITH TWO OR MORE R15ER5 FROM A POINT DIRECTLY ABOVE 4' WIDE STAIR W/ EN61NEER HAS NOT BEEN RETAINED FOR ON SITE INSPECTIONS AND/OR OBSERVATIONS OF THE THE TOP RISER OF A FL16HT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLI6HT.ENDS SHALL RAILING TO CODE(TYP) CONSTRUCTION. g (I) 5'x6' ENTRY 8. ALL METAL ,101ST HANGERS AND OTHER METAL CONNECTORS REQUIRED SHALL BE 'TECO BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TOA + WALL SHALL HAVE A SPACE OF NOT LESS THAN 15 INCHES C38 MM)BETWEEN THE WALL AND THE PLATFORM BENCH CONNECTORS' OR EQUAL AND SHALL BE CAPABLE OF HANDLING LOADS 0 CONNECTION POINTS. HANDRAIL. INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND SECTION RR3152 HANDRAIL GRIP SIZE.ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING RECOMMENDATIONS. 4. STAIRS TO COMPLY WITH NEW YORK STATE BUILDING CODE. TYPES OR PROVIDE EQUIVALENT 6RA5PABILITY. 4.0' BE,�GH �GGE55 STS I R PLAN ID. ALL LUMBER SHALL BE GGA(IIOI�U. TYPE I. HANDRAILS WITH A CIRCULAR CRO55 SECTION SHALL HAVE AN OUT5IDE DIAMETER OF AT LEAST ,: 7 7 Q 1-1/4 INCHES(32 MMU AND NOT GREATER THAN 2 INCHES(51 MM). IF THE HANDRAIL 15 NOT CIRCULAR IT 11 ALL POST AND DECK HARDWARE SHALL BE HOT DIPPED GALVANIZED,U.D.N.. IN AGCORDANGE X. SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES(102 MMU AND NOT GREATER THAN 6-1/4 `r SCALE: N.T.5. WITH ASTM A153. (1) 4.0'x4.0' INCHES(160 MMU WITH A MAXIMUM C O%SECTION DIMENSION OF 2-1/4 INCHES(51 MM). 13ASSE PLATFORM 12• TREADS AND PLATFORM SURFACES TO BE BUILT WITH UNTREATED WOOD OR COMPOSITE MATERIAL. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES(I60 MM)SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER REGE55 SHALL BE61N WITHIN A DISTANCE OF 3/4 INCH(19 MM)MEASURED VERTICALLY FROM THE TALLEST PORTION OF THEa3' PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH 0 MM)WITHIN 1/8 INCH BELOW THE WIDEST PORTION OF THE PROFILE. TH15 REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/6 INCH(10 MM)TO A LEVEL THAT 15 NOT LESS THAN 13/4 INCHES(45 MMU BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1-1/4 INCHES(32 MMU TO A MAXIMUM OF 2-3/4 INCHES h0 MMU. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH(025 MM). 52'4' 105.0' 505' 1.0' a8.o' FOR INFORMATION RECARDINIS 81'3' PROP05M TYPICAL STONE REVETMENT,RE-VE6ETATION AND TERRACING REQ'MTS, m ' SEE ELEVATION 'A',DWG,No.2 Of NSW YOLK Cify AWP05M SITE PLAN AND SCOPE AND EXTENT OF WORK, � I - I & iS A615LANn SEE DWG N0.1 800-212-4480 1 811 m g y SEE CONSTRUCTION DETAIL ( 4' WIDE I O www.di netn cli.com : : ^ - or FOR ADDITIONAL INFORMATION AND ENTRY ST IR www.call811.com DIMENSIONAL REQUIREMENTS. (THIS DWS) N (for other states) I By law,excavators and contractors working in the ENTRY PLATFORM T- five boroughs of New York City and Nassau and .. m Suffolk Counties on Long Island must contact O DigNet, 1-800-272-4480 or 811,at least 48 hours m }- X but no more than 10 working days(excluding �•L••� weekends and legal holidays)prior to beginning L any mechanized digging or excavation work to ensure underground lines are marked. EX. DWELLIN6 I O Z Excavators and contractors can also submit locate requests online,through ITIC.If you do not 2x6 JOISTS, 2xb DECKING EL. 38.0' < � currently use ITIC, please call 1-800-524-7603 (TYPICAL ® PLATFORMS, Q Z CQ for more information. SEE GENERAL NOTES,NOA AND 10) I Q. LU d) For safety reasons,homeowners are strongly L. 3b.0' (� encouraged to call as well when planning any O O type of digging on their property.Homeowners N can contact us directly at 1-800-272-4480 or by ) I I I EL. 34.0' EL. 34.0' m calling 811,the national call before you dig number. For excavation work completed on I I U Q personal property,it is the contractor's , •• EL. 32.0 responsibility--NOT the homeowner's-to contact -I DigNet. Having utility lines marked prior to U LWI digging is free of charge. H7 2x10 TREADS,2x12 STRINGERS, _. , • 4xb POSTS,2x4 CLEATS EL. 30.0 O . 2xb TOP RAIL AND 2x4 MID RAIL t ENGINEER: I ` EL. 28.0' OF N E W RE-VE6ETATF DISTURBED AREASy0 AT CONCLUSION OF STAIR CONST., �P evr��'4,� ' SEE PLANTING SCHEDULE. EL. 26.0' * 9 71 . n v w TREADS AND PLATFORM m 2 I EL. 24.0' SURFACE 5 TO BE BUILT WITH 2is� ±10' I UNTREATED WOOD OR 010 07349 EL. 22.0' COMPOSITE MATERIAL R0 E'SS1LU 130�P NI II JEFFREY T. E1l1TLER, P.E. iXu txu I I LJ EL. 20.0' . . 3 ~ I G7ALV. HURRICANE - Q ol ua g _ I STAIR POST AT REVETMENT ( CLIPS TYP. AT ALL O F= V8 I N I'SHOWN BEYOND). I EL. 18.0 CONNECTIONS O O ? < STAIR AND REVETMENT (I) 4.0 x4.0 O CONTRACTOR SHALL BASE BEACH GRA55 X I COORDINATE RE6ARDIN6 STAIR I PLATFORM EL. 16.0' ! (TYPICAPLANTINL) l'n < } POST PLACEMENT PRIOR TO ( PROPOSED RESTORED BLUFF FACE Z O CQ ARMOR STONE INSTALLATION. SEE DW6 Not FOR BLUFF RESTORATION m Z EL. 14.0' I 2"X12" GGA uj W to } i T.O. PROPOSED STONE I ry SLOPE LANDWARD OF STONE REVETMENT SHALL BE STRI�N6ERS v t" Z O REVETMENT® EL. 12.0 - STABILIZED BY GRADING,TERRACING, FILLING AND EL. 12.0 I 0 IG, O.G. ('() Z t• ; PLANTING A5 NOTED IN PARTIAL SITE PLAN, DWS NO.I. I I 1_ w LlJ N < SEE DWS N0.2 FOR RESTORATION AND I I U Q Q LLQ IL RE-NOURISHMENT REQUIREMENTS I I - U N L < EL. 10.0 UNDISTURBED Q O 501E I I •= 2::�:: GGA ®IG," O.G. Z � O EL. 8.0' I I I LUQ" �+ QL � O 2- 2"XIO" Q U < LW m GGA GIRDER +� N LY �c.;a,�;� EL. 6.0' _ B UNDISTURBED'" I 6 w ` �.�. •�•--• •�w;; , '�� POSTS TO EXTEND 11-1 f�.. . - BEACH �4GGE55 ST,41 RS FLOW ( v 11 � ,y... ..X•.;:Yti.ti{'fIr} "::P:+m ,•il:s'�Y, � l7M,k•: � � � V � O O I 501L (MIN) I � � � N O Yµ .w SCOPE OF WORK: w O 1 OBSERVED HIGH TIDE ON EXIST. AND PROP. > ro �� Q Q IL m 0 B.O. BLUFF 0 EL. f3.6' k"''->a;< w � .:.,:� �.� ?��:,: i� EL. 4.0' t I ( I I I 4"Xro" GGA W { _� :? ,, - � JCj I. CONSTRUCT A t53'L6 SET OF STAIRS WITH (1) 4'HX±3' LG, I I I POSTS (TYP) O 05-02-2014 6 tEL. 2.1' I •.... :.. . :.. . :. ti°: ENTRY STAIR,(1) 5 xb ENTRY PLATFORM W/BENCH 4Wxtlb LG, I I I I '� UNDISTURBED PROPOSED REVETMENT STONES AT AND AROUND BEACH EL. 2.0' STA t I I I m O ACCESS STAIRS. PLACE,SHAPE AND WORK ARMOR IR,(I) 4k4 LANDING, 4 Wx 11 LG,STAIRY(I) 6 x 5 LANDING W/ I I I p LU a - Z i 501E is SONE; TO CREATE 'STONE STEPS'. LAY STONES FROM BENCH AND (I) 4'Wxt1' L6 STAIR TO(1) 4'x4' BASE PLATFORM. OBSERVED LOW TIDE ON I ' =..'• .j+ STAIR BASE PLATFORM TO GRADE AT B.O. BLUFF A. MATERIALS TO BE USED (STAIR,U.O.NJ: I I w I I I Z < 05-02-2014 0 tEL. 0.1 I j,` ��� 7L EL. o.o I I I I a/ O Q (EL. t4,09. SHAPE SURROUNDIN6 STONE TO HELP GUARD I. 2x12 STRINOER5 -� BEAGHI STAIR STRUCTURE FROM HAVE ACTION. 2. 2x10 TREADS I I I I a O z • 3. 2x4 CLEATS �.;�•,.:;.:.:,.:•::c:> 2 4' 4 4xb POSTS I I /� B.O. GAP STONE ® ±EL. 5. 2x6 TOP RAIL I I I I I I �/ 6. 2x4 MID RAIL L_ _J B. MATERIALS TO BE USED (PLATFORMS,UA.NJ: E : I I FOR INFORMATION REGARDING 1. 2xb FLOOR J015TS TYPICAL PROPOSED STONE REVETMENT SECTION 'B y 2. ALL HARDWARE TO BE GALVANIZED. 2. 2xb DECKING SEE SECTION 'A'ON DWG, N0.2 3. ALL LUMBER TO BE GGA OR SIMILAR,U O.N. PROPOSED BEACH STAIR PROFILE 4. SEE FILL, RE-VE6ETATION AND TERRACING SEQUENCE OF L J GON5TRUGT I ON DETAIL SCALE:Y4" = 1'-0" EVENTS NOTES(SEE DWS NO.2) NOT TO SGALE t 1 of 3