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Home My WebLink AboutTR-8347 tq SOUIy Michael J.Domino,President �� ®l0 Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Charles J.Sanders v, Southold,New York 11971 Glenn Goldsmith �� Telephone(631) 765-1892 A. Nicholas Krupski C®U �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1328C Date: April 10, 2017 THIS CERTIFIES that the restoration of the bluff face via cut-and-fill (with the inclusion of+/-722 cubic yards of fill obtained from on-site); to install and lower the top elevation of the rock revetment to 12' above Mean Sea Level 13' wide, 195' long to protect the toe of the bluff, construct beach access stairs consisting of 4' wide stairs with associated 4'x6.4' entry platform a 4'x5.5' landing with bench a 4'x4' landing, a 5'x6' landing with bench and a 4'x4' base platform total length of staircase to be 57'• and install revetment stone steps from base platform to beach; At 29827 Main Road, Orient Suffolk County Tax Map#1000-14-2-1.8 Conforms to the application for a Trustees Permit heretofore filed in this office Dated November 13, 2013 pursuant to which Trustees Wetland Permit#8347 Dated December 11, 2013 and Coastal Erosion Permit#8347C Dated December 11, 2013 were 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+/-722 cubic yards of fill obtained from on-site); to install and lower the top elevation of the rock revetment to 12' above Mean Sea Level, 13' wide, 195' long to protect the toe of the bluff construct beach access stairs consisting of 4' wide stairs with associated 4'x6.4' entry platform a 4'x5.5' landing with bench a 4'x4' landing a 5'x6' landing with bench and a 4'x4' base platform-total length of staircase to be 57'• and install revetment stone steps from base platform to beach. The certificate is issued to SANDRA PAWSON SINC/JLAIR owner of the aforesaid property. e 17U ti Authorized Signature .1 I �pF SO(/Ty Michael J.Domino,President � Ol0 Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Charles J. Sanders v, Southold,New York 11971 Glenn Goldsmith ® �� Telephone(631) 765-1892 A.Nicholas KrupskiCoumv, Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: �/ , 7, /7 V Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 st day of construction Y2 constructed Project complete, compliance inspection. INSPECTED BY: COMMENTS: /' l+ 7;Z" � lxl CERTIFICATE OF COMPLIANCE: 0 • John M.Bredemeyer III, President �*OF SO(/lyO Town Hall Annex Michael J.Domino,Vice-President ,`O lQ 54375 Main Road P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee GQ �O Telephone(631) 765-1892 Charles J.Sanders,Trustee �ol',C�UNT'I 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: SANDRA PAWSON SINCLAIR 29827 MAIN ROAD, ORIENT SCTM# 14-2-1.8 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#8347 and Coastal Erosion Permit#8347C 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, 0 4^ John M. Bredemeyer III President, Board of Trustees JMB:amn 0 John Bredemeyer, President ��%UFFOIt Town Hall Annex Michael J. Domino, Vice-President �� oy� 54375 Route 25 James F. King : P.O. Box 1179 Charles J. Sanders Southold, NY 11971 Dave Bergen oi ,�, 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 SANDRA PAWSON SINCLAIR requests an Administrative Amendment to Wetland Permit#8347 and Coastal Erosion Permit #8347C to lower the top elevation of the proposed rock revetment to 12' above Mean Sea Level. Located: 29827 Main Road, Orient. SCTM# 14-2-1.8 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: Suffolk Environmental Consultit 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 D E6ann�]1 'July 22, 2014 John Bredemeyer, President �� 2 5 201Board of Trustees Southold Town Hall P.O. Box 1179 Southold, NY, 11971 Re: SINCLAIR Property Situate: 29827 Main Road, Orient, NY, 11957 SCTM#: 1000 -14 - 02 -01.8 Dear Mr. Bredemeyer, This Firm represents Ms. Sandra Sinclair, 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, PE. 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, &L WAK7 Bruce A. Anderson Ae&ad Cc. S. Sinclair James F.King,President gpf1`01,p Town Hall,53095 Main Rd. Bob Ghosio,Jr.,Vioe-President ��Q� cO�iy P.O.Box 1179 Dave Bergen Southold,NY 11971 John Bredemeyer d Telephone(63 L)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 tat day of construction %2 constructed Project complete, compliance inspection Oil li BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 8347 & 8347C DATE: DECEMBER 11, 2013 j ISSUED TO: SANDRA PAWSON SINCLAIR PROPERTY ADDRESS: 29827 MAIN ROAD, ORIENT i SCTM# 14-2-1.8 I I I i AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter I I I of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 11,2013,and in consideration of application fee in the sum of$500.00 paid by S.P. Sinclair and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to restore the bluff face via cut-and-fill (with the inclusion of+/- 722 cubic yards of fill obtained from on-site); install a 16' tall, 13' wide, 195' long rock revetment to protect the toe of the bluff; construct beach access stairs consisting of 4' wide stairs with associated 4'x6.4' entry platform, a 4'x5.5' landing with bench,a 4'x4' landing, a 5'x6' landing with bench and a 4'x4' base platform,total length of staircase to be 57'; 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. i IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. (� Og11FF0(S I Off, j CG Bob Ghosio Jr. l Gyp � 4 co ap r . TERMS AND CONDITIONS The Permittee, Sandra Pawson Sinclair, residing at 29827 Main Road Orient,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: l. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will, at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. James F. King,President • ��r3f soUTyo • Town Hall Annex Bob Ghosio,Jr.,Vice-President �� 54 Main 1 oad yy P..O.O.Box 117979 Dave Bergen T Southold,New York 11971-0959 John Bredemeyer �O Telephone(631) 765-1892 Michael J.DominoFax(631) 765-6641 ��OOUNi'1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT#8347C Applicant/Agent: Suffolk Environmental Consulting, Inc. Permittee:Sandra Pawson Sinclair SCTM#: 14-2-1.8 Project Location: 29827 Main 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+/-722 cubic yards of fill obtained from on-site); install a 16' tall, 13' wide, 195' long rock revetment to protect the toe of the bluff; construct beach access stairs consisting of 4' wide stairs with associated 4'x6.4' entry platform, a 4'x5.5' landing with bench, a 4'x4' landing, a 5'x6' landing with bench and a 4'x4' base platform, total length of staircase to be 57; 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. BY: James F. King, President Board of Trustees James F. King, President ��oF souryo • Town Hall Annex Bob Ghosio,Jr.,Vice-President �0 54 Main Road P.O.. Box 1179 Dave Bergen Southold, New York 11971-0959 John Bredemeyer G Q ',2 • AA Telephone(631) 765-1892 Michael J. DominoO Fax(631) 765-6641 �y00UNT1, ` BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 30-YEAR MAINTENANCE AGREEMENT EROSION PROTECTION STRUCTURES CHAPTER 111-15 OF THE SOUTHOLD TOWN CODE I (We) Sandra Pawson Sinclair The owners of record of property at: 29827 Main Road, Orient, New York SCTM#: 1000-14-2-1.8 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: a 16' tall. 13'wide. 195' 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. ✓ieC.E� d", cz,�Gc Notarized signature of owner of record ry JUSTIN Vil lN.- ^A to Public Notary Public,State of New York Qualified in Bronx County NO.01V16227055 My Commission Expires 03-23-2014 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. James F. King, President of sourTown Hall Annex Bob Ghosio,Jr.,Vice-President �� p 54 Main 1 oad P..O.O.Box 117979 Dave Bergen Southold, New York 11971-0959 John Bredemeyer A Telephone(631) 765-1892 Michael J. Domino y Fax(631) 765-6641 CpUNry,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 11, 2013 Mr. Bruce Anderson Suffolk Environmental Consulting, Inc. PO Box 2003 Bridgehampton, NY 11932-2003 RE: SANDRA PAWSON SINCLAIR 29827 MAIN ROAD, ORIENT SCTM# 14-2-1.8 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 SANDRA PAWSON SINCLAIR 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, 2 • • 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 SANDRA PAWSON SINCLAIR to restore the bluff face via cut-and-fill (with the inclusion of+/-722 cubic yards of fill obtained from on-site); install a 16' tall, 13' wide, 195' long rock revetment to protect the toe of the bluff; construct beach access stairs consisting of 4' wide stairs with associated 4'x6.4' entry platform, a 4'x5.5' landing with bench, a 4'x4' landing, a 5'x6' landing with bench and a 4'x4' base platform, total length of staircase to be 57'; 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 trul yours, James F. King President, Board of Trustees JFK/amn 0 James F. King,President gyfFO(t Town Hall Annex C� Bob Ghosio,Jr.,Vice-President 54375 Route 25,P.O. Box 1179 Dave Bergen Southold,NY 11971 John Bredemeyer Telephone(631)765-1892 Michael J. Domino # Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: �� 1-1d �k ironinen4al Nnsu 1-h-nQ ter hand �awsan Sfnclair Please be advised that your application dated has been reviewed by this Board at the regular meeting of and your application has been approved pending the completion of afollowing items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St Day of Construction ($50.00) % 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: $_ S0- [)Z) BY: James F. King, President Board of Trustees . . 1 r • � 1 7- . _ 'c 00 104 Al „ " � Aft 0 0 James F. KingSUFFO(,p,President �� C P.O.Box 1179 Bob Ghosio,Jr.,Vice-President Southold,NY 11971 Dave Bergen ? Telephone(631 765-1892 John Bredemeyer Fax(631)765-6641 Michael J.Domino Southold Town Board of Trustees Field Inspections/Work Session Report Date/Time: / /1) .-A Suffolk Environmental Consulting, Inc. on behalf of SANDRA PAWSON SINCLAIR requests a Wetland Permit and a Coastal Erosion Permit to restore the bluff face via cut-and-fill (with the inclusion of +/-722 cubic yards of fill obtained from on-site); install a 16' tall, 13' wide, 195' long rock revetment to protect the toe of the bluff; construct beach access stairs consisting of 4' wide stairs with associated 4'x6.4' entry platform, a 4'x5.5' landing with bench, a 4'x4' landing, a 5'x6' landing with bench and a 4'x4' base platform, total length of staircase to be 57'; and install revetment stone steps from base platform to beach. Located: 29827 Main Road, Orient. SCTM# 14-2-1.8 Type of area to be impacted: / Saltwater Wetland _Freshwater Wetland _Sound _Bay Distance of proposed work to edge of wetland Ppp�-cf Town Cods Groposed work falls under: _Chapt.275 _Chapt. 111 —other Type of Application: !Wetland /Coastal Erosion _Amendment _Administrative_E_mergency_Pre-Submission Violation Info needed: Modifications: /✓t�� ' 4 Ze O ��,��,� Conditions: Ug I fL� Prese Were: 1-"J. K19tg B. Ghosio D. Bergen, _J. Bredemeyer Michael Domino D. Dzenkowski other Form filled out in the field by Mailed/Faxed to: Date: OFFICE LOCATION: so MAILING ADDRESS: Town Hall Annex h O P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) y Southold, NY 11971 �0 Telephone: 631 765-1938 Q��COU ,�Aa Fax: 631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD U MEMORANDUMDTo: Jim King, PresidentTown of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: December 9, 2013 Re: Proposed Wetland Permit for SANDRA PAWSON SINCLAIR SCTM#1000-14-2-1.8 Note that the property to the east of the subject property constructed a similar action in 2013 pursuant to permits 8263 and 8263C. The bluff to the west has not been armored. Suffolk Environmental Consulting, Inc. on behalf of SANDRA PAWSON SINCLAIR requests a Wetland Permit and a Coastal Erosion Permit to restore the bluff face via cut-and-fill (with the inclusion of+/-722 cubic yards of fill obtained from on-site); install a 16' tall, 13' wide, 195' long rock revetment to protect the toe of the bluff; construct beach access stairs consisting of 4' wide stairs with associated 4'x6.4' entry platform, a 4'x5.5' landing with bench, a 4'x4' landing, a 5'x6' landing with bench and a 4'x4' base platform, total length of staircase to be 57'; and install revetment stone steps from base platform to beach. Located: 29827 Main Road, Orient. SCTM# 14-2-1.8 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. 0 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 0 �SUFFp��cQ • Peter Young,Chairman Town Hall,53095 Main Rd. Lauren Standish,Secretary 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 SANDRA PAWSON SINCLAIR to restore the storm-damaged bluff face via cut and fill (with the inclusion of 722 cy. of fill obtained from on site, and install a 16' tall, 13' wide and 195' 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: 29827 Main Road, Orient. SCTM#14-2-1.8 Inspected by: John Stein, Peter Young, William McDermott Vote of Council: Ayes: All Motion Carried Office Use Only X Coastal Erosion Permit Application __)L —Wetland Permit Application Administrative Permit AmendmenuTransfer/Extension Received Application: j1/14/u, Received Fee:$ 300 Completed Application: / I bli Incomplete: NOV 1 3 2013 SEQRA Classification: Type I Type II Unlisted -- SiiJllWu Ctrn� Coordination(date sent) XLWRP Consistency Assessment Form: Date of Inspection: 1�.J 9 13 �LReceipt of CAC Report/1 WL13 Lead Agency Determination Technical Review: Public Hearing Held: /a 11 L; Resolution: Name of Applicant Sandra Pawson Sinclair Address 29827 Main Road, Orient, NY, 11957 Phone Number: (631)537-5160 Suffolk County Tax Map Number: 1000— 14—02—01.8 Property Location: Terminus of Private Road beginning just east of Demarest Road (provide LILCO Pole#, distance to cross streets, and location) AGENT: James F Laird(a Suffolk Environmental Consulting Inc (If applicable) Address: P.O. Box 2003:Bridgehampton NY 11932 Phone: (631)537—5160 C' Xtl` 4w M Board of Trustees Application GENERAL DATA Land Area (in square feet): 247.264 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 permittapproval 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 applicant proposes to restore the storm-damaged bluff face via cut-and-fill (with the inclusion of 722.00 cubic yards ± of fill obtained from on site, and install a W tall. 13' wide. 195' 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 57' and will descend 37'. 10 W 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 722.00 cubic yards ± of fill obtained from on site, and install a 16' tall. 13' wide. 195' 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 57' and will descend 37'. 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. BluffStairway/RockRevetment) Does the project involve excavation or filling? No X Yes If Yes, how much material will be excavated? 722 ± (cubic yards) How much material will be filled? 722+ (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 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 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 722.00 cubic yards ± of fill obtained from on site. and install a 16' tall, 13' wide. 195' 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 57' and will descend 37'. 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? 722± (cubic yards) How much material will be filled? 722± (cubic yards) Manner in which material will be removed or deposited: Fill to be harvested from the bluff face during revetment construction to be initially deposited 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. N N 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing 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 1 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: SINCLAIR Project Project Location(describe,and attach a location map): 29827 Main 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 722.00 cubic yards t of 811 obtained from on site,and install a 16'tall, 13'wide, 195'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 57'and will descend 37'. Name of Applicant or Sponsor: Telephone: (631)537-5160 James F.Laird-Suffolk Environmental Consulting, Inc. E-Mail: James.F.Laird@gmail.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? 5.6764 acres b.Total acreage to be physically disturbed? <.2 acres c. Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 5.6764 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) []Industrial ❑Commercial 0Residential(suburban) El Forest ❑Agriculture 91Aquatic []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: 5D El 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES F71 F-1- b.Are public transportation service(s)available at or near the site of the proposed action? ❑✓ ❑ 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: El 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 projectand 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? E]b.Is the proposed action located in an archeological sensitive area? ❑ El 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 0Suburban 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 ❑YES ❑✓ ❑ 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: ❑✓ 1-1 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: F71 ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: J mes F. gird-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 �y ❑ regulations? u 2. Will the proposed action result in a change in the use or intensity of use of land? D ❑ 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 opportunities? 7. Will the proposed action impact existing: I� a. public/private water supplies? LJ 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)? 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? 11. Will the proposed action create a hazard to environmental resources or human health? ❑ 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-term 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. ,&elep of T2 d s,TF�f �i/a-2 3 Name of Lead Agency D e -4a-, /�.y ZJ per. 9- Printgt�Type Name of Responsible Offic9r in Lead Agency Title of Responsible Officer /�11I_I_.ture of R gnaesponsiblefffficcerrr ii1 Xeead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 0 0 Suffolk Environmental Consulting, Inc. Newman Village, Suite E, 2322 Main Street,P.O. Box 2003, Bridgehampton, New York 11932-2003 (63 1) 537-5160 Fax: (631) 537-5291 Bruce Anderson, M.S., President December 3, 2013 ELDEC - 42113 Mr. James King, Chairman �`,c„, Town of Southold Board of Trustees P.O. Box 1179 Southold, NY 11971 Re: Sinclair Property Situate: 29827 Route 46 (Main Road); Orient SCTM#: 1000- 14-2-1.8 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, ju2� Diane K. Wassick enc. cc: Ms. Sinclair PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address : SEE ATTACHED STATE OF NEW YORK COUNTY OF NEW YORK Diane K. 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 day of J &OfiwrB)cjC , 20 ) ,g , 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 . �� tLldlriUL� Sworn to before me this pCp�mp/ day of 2013 ew f.1. leans Not �, � fork Coinrniss� `^ , .�un(y �,r�, z2, 20/y SINCI.AIR Property Situate: 29827 Beach Lane; Orient,NY SCPM#: 1000-14-2-1.8- 14 .-2-1. 10 Prager Edward Prager Joan 300 Central Park W New York, NY 10024 1 Mulford Ct 14 .-2-1. 6 Seymour Schorr Prod Inc PO Box 660 Orient, NY 11957 14-2-1 .4 Nature Conservancy 195 New Karner Road Albany, NY 12205 J ATj U.S. Postal Service CERTIFIED MAIL: RECEIPT (Domestic Mail Only:No Insurance Coverage Provided) Far delivery mtormation visLL our website wv u=u..^ol*� ru r, Postage $ ` — _ 1 , Ir r=i CeMed Fee to ,3 ru ni I r r ♦ AM 5�c Revcrsc lar lnsnuelons IlIIU.S. Postal Service CERTIFIED MAIL RECEIPT (Domestic Mail Only:No Insurance Coverage Provided) For tlelivery mtormation visit our website � �'r�I t�" � Ir C3 ad DOZZ Fee 1.,5 MW C3 JEd Req,red) ru ✓r I t Tb �r d r i log If/ dO PS Porro dfl�0.August 2�]fi Sec Revcrso foi ns6'ucfions U.S. Postal Service. mn _n INS IrCERTIFIED MAIL- RECEIPT (Domestic Mail Only;Na Insurance Coverage Provided) Far delivery intorma[ion visit our website at www.usps.com 193 10 Po*na* t He C3 pOram �1� rq ��- r 1 ru �fl _ &m 4 U.S. Postal Service CERTIFIED MAIL- RECEIPT (Domestic Mail Only;No Insurance Coverage Provided) For delivery mformatian visd our website wv_u-w^on'. ni T , 4 rZI I1 : r c � 092'Ir OsMad Fee r, POMP � — to in ' CO pdo�erd R*qUreM 2.55 C3 ==11rIz / r ru t ?j/ 1 O: I -/ PS Form 3xoo �r m a mor, rq Postage Er OmMed Fee Rrr-ar :mrin,l.erno�,�, U.S. Postal Servlce CERTIFIED MAIL RECEIPT (Domestic Mail On N:No Insurance Coverage Provided) For delivery mformatian visit our wyebsM1e v r:r��^�^ H- r - y f • v _a• 1 C3 Rtum Recelpt Fee •2.55C3 Re We y �tt �IJ M Total P~ Fees $6.3 ✓Y rLi &i_ ► ----------------- MPO /r .I u. 1 , I PS Form da ID.Aory�+I m'i� Sac Reverse hx lusiru[IionS ri FA C3 too $2 55 U.S. Postal Service - CERTIFIED MAIL RECEIPT (Domestic Mail Only:No Insurance Coverage Provided) For delivery information visit our website at www.usps.com 'r t so 1CV 1 Iq 13 ru �((I_ • �o�OgpFFD(,��d • James F. King, President Mown hall. 53095 Main Rd. Bob Ghosio,Jr.,Vice-President �y, P.O. Box 1179 Dave Bergen Southold,NY 11971 John Bredemeyer Telephone(63 1)765-1892 Michael J. Domino 1 y' Fax(63 1)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of SANDRA PAWSON SINCLAIR COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR EIGHT DAYS h )C 1l residing at/dba �L ��Vy1 P��JH J1 i17�a.�P�>vgt r,�rr t� live /' _ being duly sworn, depose and say: I That on thaA/74ay of 2013, 1 personally posted the property known as by placing the Board of Trustees official poster where 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 J) day of &_,20 /S Not ublic N'-`h,w D. Ivans o' I�mk,York X6653859 U Si.italk County Comm� u e Ares January 22, 20 9"y , 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: SarAra-0Fkw&0n SUBJECTO F PUBLIC H FA R I N G. Restore the bluff face via cut-and-fill (with the inclusion of +/-722 cubic yards of fill obtained from on-site); install a 16' tall, 13' wide, 195' long rock revetment to protect the toe of the bluff; construct beach access stairs consisting of 4' wide stairs with associated 4'x6.4' entry platform, a 4'x5.5' landing with bench, a 4'x4' landing, a 5'x6' landing with bench and a 4'x4' base platform, total length of staircase to be 57'; and install revetment stone steps from base platform to beach. TIME & DATE OF PUBLIC HEARING: qI nhala!n �l�erc rrber' /l, 2013 �0r0bm&you 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 ,4p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631 ) 765- 1892 Board of Trustees Application County of Suffolk State of New York Sandra Pawson Sinclair 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 DAY OF(VoV67Vl( 6% ,20�Z QI N Lary Public COREY L STOKES Notary Public,State of New York Qualified in Queens County No.01ST8228885 My Commission Expires 09.27-2014 Board of Trustees Application AUTHORIZATION (where the applicant is not the owner) i, Sandra Pawson Sinclair residing at (print owner of property) P.O. Box 489 do hereby authorize (mailing address) Suffolk Environmental Consulting Inc to apply for permit(s) from the (Agent) Southold Board of Town Trustees on my behalf. (Owner's signature) APPLICANT N 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 possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Sinclair, Sandra P. (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 0 Approval of Plat Exemption from Plat 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 0 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); 0 C)an officer, director, partner, or employee of the applicant; or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this A dV of Signature: � V Print Name: / 1 (/ s � ,'A' (,It, N N Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: a.C.TAL a: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A "e, yap 1000- 014- 02 - 001.8 STOW&WATRIL ON CONTROL PLAN TIiaorer'- 'Lei— c SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM 8 / WORK ASSESSMENT Yea No a. What Is the Total Area of the Project Parcels? 1 WE this Project Rstaln a Samwwaser Ruh-Off "ids Total Area of M Parcels bested wthh 5.6764± renarated by a Two(2)Inch Rdrhfae on Ste? Me Scope of Work far Proposed Construction) ❑ Mils learn will Indude&I run-off cravesel by sb b. What Is On Total Ates a Land awkg B.P.?Ana) oomtruction activities as well as as X w0or around Disturbance for the Proposed <0.2 acre. Ste Improvements;and the patmerwit creation of construction aetivty! Impervious swat rem.) 2 Does to site Plan ardoOr survey snow Aa Proposed PROVIDE BRTEP PROJECT DESCRWTION M-d,Aa Psea arra! IRalrage Structures Prdlatlny Size d Location?This X a Item shall Include all Proposed Grade Channges and Applicant proposes to improve upon the above referenced Slopes Cordrollft Surface Water Flow. property in order to better protect the existing storm- 3 Does the SRO Plan andforSurvey describe the erosion damaged bluff from future storm damage. Accordingly, the and sedynerd control Practice ;that will be used to X Q applicant proposes to restore the storm-damaged bluff face Oonaolskaerosbnandsrortnwelardsehertes. This — via cut-and-fill (with the inclusion of 722.00 cubic yards ± kem muat be malntalned twagtout Ire Endre of fill obtained from on site, and install a 16' tall. 13' wide. ConsltuUlon Period. 195' long Rock Revetment to protect the toe of the bluff 4 Will sae Project Require arty Land F7atg,Grading or a from future storm damage and erosion. Furthermore. the Excavation where Mere b a charge so the Natural applicant is proposing to build a set of Beach Access Stairs Existing Grade Involving more then 200 Cubic Yards 5 _ from the top of the bluff, over the revetment, and down to of Material within any Parcel? the beach. The total length of the staircase will be 57' and 5 Will Mb Application Require Land Dishabtg Activities will descend 37'. Encompass)g an Area In Excess of Five Thousad X (5,000 S.F.)Square Feel of Grand Surface? 6 Is there a Nab"Water Course Runrbg through the Site? te tlhte Project waft Me Trustees jurisactiorh o0row DEC BWPPP ROatrsnwels: or within One Hundred(100')feat of a Wetland or Submission a■SWPPP r ewhkae a r Corotnvdkn scuNaes k oMV sol Beach? drtxbahw aceto(1>or mor.w.s: kw,aip dbexbwwes a res awn w cera dw 7 WS two be Ste preparation on Existing Grade Slopes are Pad as lager a Plan MN we utioawy dbbxb one or mise aces of cod: which Exceed Fifteen(15)feel W Va cal Rise to X koluft Corobuaaen aetivNMs Invarvbe as dbk9wro w d kala awn ons(1)sae Wise One Hundred(100')of Horizontal Distance? the DEC has dale h cwt a SPOES peml bre I I - for Nam wow dkrrwgsa. (MPPft WAN moa do ousenu a Reeuinaww saw sPDEB of""Paint 8 WE Drlveweys.Parkkg Area or other knpe vlous for tam water okdwga from cawtrueuon activity.Per at Na OP440-M.) Surfaces be Sloped lo Direct Sbrm-Water Run-Off 1.The SWPPP NW be pnpaed prior bur au abMa alk ael NOP.The NOI shall bs Into and/or M the direction Ma Town dghtot-way? — X atbellasel b aur OSPabwa Pdm b 1110 wrmwconvo of oonebuWae seaway. t The SWPPP 81140 daamba aur aawkn ad eed ffera'' d pnmctleas ad come 9 WR this Project Require the Polacamad Of Material. r.q r.e Pdd�an.taakn.am wda awwparont l I Mat wS bo uaad adkr ROMWM of Vegetation ardkr the cawmreaa,of ary X corahuckdbnrlratlw paaRams In Norm rwwdban dwaaadlo s Item WMhtn the Town Right-of-Way or Road Shoulder _ _ omp- wit No tams and cmdamw of Of pallet In adddim On SwPPP Nae Area?marrewniwrTmkaaw kwwwlee OOAwwr Ae,enW Mang, - aohewae dpaaAkn wNdh maywaxoneWbeexpeft otiteraur pwaydabmwaadbdwaw. NOTE: NAny Am ft,ammOlw Olw 11moh Nrw Is Anewaad with a ChwA Lark �. AN SWPPPa alai nmaa In PostcoMmdbn Norm waW manaevne A Procom In a ami and lin 40491rvldkn alle 00010Nrw k belreen 0.000$1.a l Aces In am% oanpokd cold Mpapral a/a gis111eA ovogn PlofpNpwtummodkNewYak alam'Waa,OMdh%Or~aaeokn Cw"lmn k R.aww byawrama tlarkbwwkdpaaMekar plbldplas anti practices a Bbrmwaw Alalagernot 3WAhdd ad Must be&"ditd forWNew Pdaea smrwe elft auaa"Psml. piOfE: Aa"MOk(,?)ard"mAna.rbr,amou=dmk[keNe beOm*WAAppmbn) STA17.OF NEW YOM SUFFOLK UN7'Y F............... ........................SS B UCE A. NDERSON �SUFFOLK ENVIRONMENTAL CONSULTING, INC. being duly swum,deposes and says that he/she is the applicant for Permit, 11ut f.......................................................................... (Name d kAddhW etre DaamaA) AGENT Andthat he/she is the .................................................................................................................................................................. (Owlw,cmhb.dor.Aqd,corpmak aur.Nei Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are Ove to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed h Sworn to before me this; ........�_.......................... /V uJfM� _ ....... Mattfievi'0"'IU9115"""'�'� Notary Public: ........... .................. of New York No 011\ [}�r3�5............ (s,nNw.aApotoAq FORM - 06/10 Commisslor, Expires January 22, 20 N N 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.nonhfork.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# 014 02 001.8 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 722.00 cubic yards ± of fill obtained from on site, and install a 16' tall. 13' wide. 195' long Rock Revetment to 1rotect 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 57' and will descend 37'. Attach additional sheets if necessary N N Location of action: 29827 Main Road, Orient,New York Site acreage: 5.6764 t Present land use: Residential Present zoning classification: R-40 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: Sandra Pawson Sinclair (b) Mailing address: P.O.Box 480,Orient,NY. 11957 (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 a 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 characte?' 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 project is compliant with this Policy. 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 subject 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 Subiect 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 Subiect 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 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 Poli 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 5125/05 11:20 AM M 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 November 12, 2013 Hand Delivered Jim King, Chairman Board of Trustees Southold Town Hall E ' I ; P.O. Box 1179 Southold, NY, 11971 NOV 1 3 2013 Re: SINCLAIR Property Situate: 29827 Main Road, Orient, NY, 11957 J SCPM#: 1000 -14 - 02 - 01.8 1 Dear Mr. King, This Finn represents Ms. Sandra Sinclair, owner of the above referenced property,who is seeking approval construct a rock revetment along the toe of her bluff, 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, • LMW Consistency Assessment Form for the subject property,four 141 copies, • Town of Southold Erosion, Sedimentation,&Stormwater Runoff Assessment form, four 141 copies, • Location Map for the subject property, four-141 copies, • Photographs of the subject property, four141 copies, • Revetment Plans for the proposed addition. Prepared by jcffrcy 7: Butler, P.F. last dated October 8, 2013, four 141 copies • Survey of the subject property, prepared by Peconic Surveyors, last dated August 23, 2013 • A Check made payable to the Town of Southold to cover the requisite application fee. By way of thus 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. Sincerely, James F. Laird CC. S. Sinclair SoUNp N IS � AN0 toNG 1.4,36' N: 79MW'� E OF at 0. 7 SO R VOL z 1 1 ' z ' �. 7° 0 4 (7 5.6764 Acres to Tie Line $ way � µ F. 43164' Of Right -� p19.04 n.3/30' 6 !fir �S 79.38,30• W. � 7L Tw 4 nf* C vAKY 0 IL Ro ti E'3 2013Mq_. _] N R k suutliddl �� '♦. SURVEY OF Rte ?SJ PROPERTY AT ORENT TOWN OF SOUTHOLD SWFOLK COUNTY, N. Y. VW- u - 0s- t.B Scab: I"= BO' Nov 2a, 1996 J" 2o, 2o13 AUGUST 23? 2013 (rsvlslons) tSpF NE1y Yp ANY AL 7EPA TAW a?WMWfT �� YiLKL��A WOLA MW _ �IA^R r Aern� 6i rl i s LWkyr Agp7R�Wtt c1. N.Y.S LIC. NO. X9618 Y,rT Leo it ANv Au Q�� P. 0. mo YQRS, P.C. pr W I LMLYa�To CAMY WTH MW LAI AL iOFD/r � +R,y� �j � 5pp0 R /631) 756-1797 7NOLwT-To A�7E'A1E ND N uCT�A�Yx 909 � ELEVATIONS AAV EFERENCED TO NA CONTOUR LAME'S ARE 1130 711AVEI.ER STWET soUnaca Kr. 119n 96-307 PROPOSED ISTD SOUND PE OP WORK: $HOPE RE=STORATION PLAN FOR: LONG c I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF AREA OF WORK OR T,GRADE AREA IMMEDIATELY 9URROLNDINI6 THE ARMOR STONE. �/� 1gA.36 M3+" TO ADJACENT PROPERTIES,ERECT CONSTRUCTION FENCE ALONG EFFECTED RESTORE SURFACE ELEVATION OF BEACH TO MATCH NEIGHBORING { / �� SITUATE AT, V N79°1g1p0 $ FOR AL111V PROPERTY LINE PROPERTY LINE. AREAS. ORIENT,NY . s 2.SEE FILL AND GOMPALTION NOTES PRIOR TO ANY 51TE WORK. 8,USE AN ESTIMATED 1514 CU,YD5 OF GLEAN SANDY FILL(OBTAINED TOWN OF COUNTY,N ¢ � w _ 3. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO EXCAVATION. FROM BLUFF CREST REWORK AND EXCAVATION 0 BO,BLUFF) FOR SUFFOLK NO COUNTY,NEW YORK ' I x THIS A SEE OR REWORKED I�'� . STAIR AND REVETMENT CONTRACTOR SHALL COORDINATE REGARDING THE FVRP05E OF RESTORING THE BLUFFS SURFACE ELEVATION TO 1T5 oPN�WYO�K G'ry SONI'1 NO.,DISTRICT, I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' STONE /STAIR POST LOCATION, NANWU. GRADE. NOTE: ALL ERODED,WASHED OUT'OR GULLIED $��rIG��b ZONING DISTRICT, WA e GAZEBO PROPOSED AREAS SHALL BE RESTORED TO THE LEVEL OF THE ADJACENT BLUFF USE, RESIDENTIAL EXISTING BUILDING 4.ALL DEBRIS FOUND ON BLUFF FADE SHALL BE REMOVED PRIOR TO THE BOO-212-44601 all FEMA FLOOD ZONE, WA n START OF CONSTRUCTION FACE. "'' � PARTIAL PLAN _ a, REMOVE CONSTRUCTION PEDRI5 AND THE LIKE FOUND ABOVE GRADE, q, INSTALL TERRACING AND PLANT BLUFF FAG-.PER DWG No,2,SEE 'FILL, FJ(ISTING CONTOUR �—_'_y b.REMOVE ALL UPROOTED DEAD VEGE'T'ATION, DEAD VEGETATION f3f1A'LI. RE-VEGETATION AND TERRACING 5BWENCE OF EVENTS NOTES'FOR www,dlpnslnycN.com (THIS DWS) BE GU7 AT GRADE, LEAVE Roos BELOW GRADE, PROCEDURES AND REQUIREMENTS• or AREA OF SITE, 2476-15 s)C,5,F, ,G. .� A2y EXISTING SPOT ELEV. c,HAUL DEBRIS AWAY TO APPROVED UPLAND SITE. 10. PLANT PROP05ED 5HRUE5 UPLAND WHERE INDICATED ON PROPOSED www.ce11917.com (5.6764 AG. TO TIE LINE) x 6.0 5. INSTALL PROP05ED BEACH ACCESS STAIRS,SEE DWG. No3 FOR PARTIAL SITE PLAN,THI5 DW-4. (for other states) PROPOSED CONTOUR RBC411REMENT5,CONSTRUCTION AND SCOPE OF WORK. UPLAND Ex. BLDG AREA, Bylaw,roughs oro and contractors City n wNassa N the DWELLING 32,283.24 S,F. N.C. PROPO°,,ED SPOT ELIY, % 6.0 b.CONSTRUCT PROPOSED ARMOR STONE WALL 3195 FT LONG. flue baroupN of New York City entl Nassau and RF 0'VR PORCH 353867 S.F. N.G. Ex,W6 PROPANE TANK CONSTRUCTION OF THE A5 FOLLOWS, Suffolk Counties on Long Island must contact RF OVR PORCH 36746 S.F. N.G. o Ex.SAN S.T. A. EXCAVATED TO ACCOMMODATE PLACEMENT OF TOE STONE,GAP DIgNt,1.800-272-4480 or 811,at least 48 houro r} STONE AND RIP RAP, but no more than 10 working days(excluding 33,49451 S.F. NG. Ex.SAN,L.P. Ex 2 5Tr B. INSTALL (I)ROW OF ARMOR STONE (TOE STONE) ONE STONE DEEP weekends and legal holidays)prior to beginning _ AND ONE STONE HIGH,(37'BELOW GRADE) A5 DEPICTED IN SECTION any mschanlxed digging or excavation work to LOT COVERAGE A 'A" DYY NO 2 ensure underground lines are marked. TOTAL BLDG AREA/AREA, 5 517E s LOT(OVERAGE •L ppRc yLC ROOF R WOE RP MEN 5TO1E 7 BELOW C. INSTALL 10' - 13" RIP RAP 00-100 LB GORE STONE) LANDWARD OF Excavators and contractors sen also submit LOT COV ERAG /21.41% .98 5Q,FL = 0.01413% C %'r�r- -{�4"'—GRADE �f (beets requests online,through[TIC.If you do not LOT COVERAGE = 1.41% 0 SEYr-bLR sG1cRe 5HAFED STONE 0 S TOE STONE,IB" IN DEPTH (MIW AND UNDERLAIN WITH FILTER CLOTH- / `+ r1z°oucnONs,IML, q wmemh'use ITIC,Dleeae cell 1-SOg-524.7803 � Ex WELL) �' BEACH AGGE55 5TEP5 STONE cYi SEE SECTION 'A' for more information. D. INSTALL(U ROW OF ARMOR STONE(CAP 5TONO ONE STONE DEEP o tN BELOW WOE GRADE - AND ONE STONE HIGH,PLACE T.O.STONE 0 GRADE LANDWARD OF For safety reasons,homeownamre astrongly SITE PLAN BASED ON ORIGINAL%IRVEY BY, IDNMD AND TOE STONE) A5 DEPICTED IN 5EGTION 'W,DWG NO2. encouraged to call as well when planning any PECONIC 51JRVEYORE,P.G. ,IRAN PRA°{R PHOTO KEY E. INSTALL. (4) ROWS OF ARMOR STONE ONE STONE DEEP AND ONE type of digging on their property.Homeowners 1230 TRAVELER STREET.IAME5PORT,NY ligi 'b FW �,C STONE HIGH,(ABOVE GRADE) A5 DEPICTED IN SECTION 'A",DWG Not. can contact us directly at 1-8°6272-4480 or by SURVEYED: NOV, 23, Iggb ccnc INCLUDING THE BEDDING,THE BASE OF THE STRUCTURE WILL EXTEND caliing 811,the national call before you dig LAST UPDATED: G. 23,2013 UTILITY POLE `� NI APPROXIMATELY 37.0' BELOW GRADE(APPROX. EL. -469. number. For excavation work completed on DATUM, NAVO F. THE ARMOR STONE WILL BE INSTALLED 50 THAT THE EDGE OF THE personal N OT t property,it is the aces-tcontracco TOP LAYER OF STONE WILL 51T LANDWARD OF THE BASE STONES roeponslbllity-NOT the homeowner's-to or to SHED TBR = EL V TIONPB4D BELOW IT. THE STRUCTURE SHALL NOT ENCROACH ON THE EXISTING DIONet. Hevimg uhnry lines marked poor to Ex.REMA el = ELEVATION digging Is flee o}char0a. APPLICANT/OWNERi TO REMAIN BEACH, THE STONES AND BANK WILL AGAIN BE SHAPED,GRADED SINCLAIR PROPERTY AREA, th5F. AND FILLED A5 NEEDED TO ENSURE A STABLE ARMOR STONE WALL. GENERAL NOTES: I. BEACH ACCESS STAIRS SHALL BE INSTALLED PER 'BEACH ¶`� AGGE55 5TAIR5 - SCOPE OF WORK',NY.5, BUILDING CODE -I( T J)Ivy AND INFORMATION PROVIDED ON DWG No.3 rill J' 2. ALL HARDWARE SHALL BE GALVANIZED, U.O.N. ;soBILL OF MATERIALt 3. NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEIGHBORING G IL UII-/y STONE SEAWARD OF BA. BLUFF 'ON 51TE' FILL A(GIUIRED FROM PROP, WORK ,�EXIBTI S PROPERTIES OR SEAWARD OF PROP05EP REVETMENT SHALL BIE BELOW GRADE DIRT DRNE 4. SEE COMPACTION (DWG NO-2) NOTES PRIOR TO COMMENCEMENT FOR TYPICAL ELEVATION QUANTITIES RESERVED FROM, OF WORK, 'f0 T �� SEE 5EG71ON 'A', DWG. No.2 REWORKING BUFF CREST = 3104 GU.YDS 5. THERE ARE NO VEGETATED TIDAL WETLANpS ON THE SITE. (1� 11 \I /a \-, EXCAVATION 0 B.O. BLUFF = 112 GU.YDS V 2 \ r1NWN' op. 31g5' L6 STONE REVETMENT TOTAL ESTIMATED RESERVED ON SITE FILL = 3122 W.YDS 6 EFERENCE) TO N.O.VS), DATUM n LEVATIONS ELEVATIONS ARE SHOWN THUS. 222 FOR TYPICAL ELEVATIONcQ SEE SECTION 'A', DWG, Not BLUFF AREA TO BE RE-NOURISHED EXISTING CONTOUR LINES ARE SHOWN THUS, —e— .. r WITH APPROXIMATELY 1514 CU.YD5. OF GLEAN SANDY FILL TO RESTORE BLUFFS SURFACE ELEVATION. USE RESERVED • ' STONE LANDWARD OF B.O. BLUFF FILL FOR INTIAL RE-NOURISHMENT. SHOULD ADDITIONAL FILL PROPOSED WORK SUMMARY: v _ SHALL BE ABOVE GRADE BE REQUIRED TO ATTAIN PROPG5ED GRADES THEN IT MUSTS•° . ...,.•,.., INSTALL PROPOSED 3195 LF STONE REVETMENT AND O 7 1 TIE LIME �. • ' "� .� .. =' FOR TYPICAL ELEVATION BE REQUIRE IN FROM AN APPROVED UPLAND THEN IT THIS PROP05ED 351'WOOD BEACH ACCESS STAIR, TERRACE AND 19� SEE SECTION 'A', DWG. No.2 PROPOSAL RESERVES THE RIGHT TO AQIIIRE MATERIAL FORTHIRE-VEGETATE BLUFF. rfsr } D 19,p011 FOR CONTINUATION OF STONE CLEAN AND OF . ACH cowSHE SEAWARD DP T.To E)asTING sA H h+� ^n � CLHAN AND OF BEACH COUPATIBLH GRAHJ 3IZH TO HXISTAIG SANE h—•i L�LI 19 REVETMENT AND TERRAGING FOUND ON SITHANDMUSTBH PURCHASEDPROMAN APPROVED X 0 i ' 6 20 SEE ADJOINING PROPERTY UPLAND SITE, lW) �. 2 22 STONE QUANTITIES: / B r,FILTER FABRIC NE RMOR STONE 1 31,175 TONS O - - g:• w w w 2A 3T05TONA 50-100 L�CORE STONE = 32g0 GU.7D5 ' PROPOSED REVETMENT STONC-5 PLA NEEDED .. ,. ., - . > \ 1^ O SHALL BE PLACED,SHAPED ANDFtLC \ ,` " PI-ANTIN6 ON L .UFF PAGE: r�L ry_ , •v FW WORKED TO CREATE STONE STEP TERRACE AND wNc,MON, PLANT BLUFF FACE WITH NATIVE VEGETATION, INCLUDING BUT ft) FOR BEACH ACCESS, INSTALL OF PE-VEGETATE A5 w SURROUNDING STONE IN A MANNER INDICATED 4 NOT LIMITED TO BEACH GRASS AND SWITCH GRASS (SEE ) THAT WILL GUARD WOODEN BEACH -„ -, - S w (SEE 5ECT 'A',SHY 2) w w N, PLANTING SEH. FOR ADDITIONAL SHRUB PLANTINGS) 5TATR ILL GUARD FROM WAVE Tr'-. w �!'- w w PROPOS-+® APPROXIMATE AREA : Z06RE-VEGETATION 5F w TOP OF BLUFF MOTE THE AMOUNT OF ESTABLISHED, STA WILL XI LING EED BY THE ACTION. w w w w w .y. AREA OCCUPIED BY ESTA8LI5HED,STABLE EXISTING VEGETATION r J TERRAGIN6 ON BLUFF FACE, Inl 0 ENGINEER, 8 5 w w A2 w - EJ(ISTINIG TOP OF BLUFF 15 REQUIRED FOR THE PURPOSE OF STABILIZING DISTURBED 501L II u NOV 1 3 20)3 Z w AND TO REDUCE EROSION Z \2 TO BE REPIORKEP APPROXIMATE AREA = 35)636 5,F. 0 6 w PROPOSED TOP OF 81LUFF Swum"town H e FOR CONTINUATION OF STONE 0 / PROPOSED TERRACING,)SEE DWG No.2 _d REVETMENT AND TERRACING SEE 12 w `� 6 FOR INSTALLATION REQI11REh1ENT'S V ADJOINING PROPERTY \ \ AND BOXED MOTE FOR QTYS (THIS DWG) cam. EXISTING GRADE Nti PROPOSED RE-VEGEPTATION, ± MON. TO BE REWORKED /SEE DWG N°2 FOR REGMT5 AND 5O 0 3A 777.41 $ 0 aRnn aKArH AGGE°5 5TATR, \ B� 341' LONG WOOD BEACH AGGE55 STAIR, �3 J `'�' EXI5TMG GAZEBO � � FOR QUANTITIES,THI5 DWGV r,, iI TS,'• 3D"9 rG R I U INGLUSIVE OF ENTRY STEPS, (1) ENTRY "'II. TO REMAIN / / o )J,.L ueFFRer T. eurLeR, P.E. PLATFORM ,(2) LANDINGS - (1) W/ BENCH AND 0) 4' WIDE x BO LG STAIR TO BASE PLATFORM. s 4351 SEE DWG No3 FOR INFORMATION a to g1s'3a'ad'E JO \ 30„q, 219.114 Q 0 6O, yr I D E yy A Y y79°3B' PROPOSED GARDEN AREA SHALL BE 45 T O F y N PLANTED W/NATIVE BUSHES A INDICATED Fo R I O HS N•1FQ✓R yJpRNA 0 �9b'1%�" Y + 'ticpYi ' r: r '�"I= Q"I IN PLANTING SCHEDULE, PLANTED TO INHIBIT 6 5.N103a'w' ZED N4,8 " AMP,, WATER RUNOFF FROM REACHING 7 BLUFF PALE. 'ma 0 0 LLX0p~ 00 � Q� T A 7J 1 1 (fll�k�itJ *; N � 1 I4-J1 IIIYYY (L APPROVED BY a NY #' Q a $ {y, f arm°,nor /1 Q 0 BOARD OF TRUSTEES a WGIF Q a a J 0 NARR150N M°EMAREST, p .k. TOWN OF SOUTHOLD qb' R at o1 y 4 V m .DATE ' 2 p bq ass � o " aoW a^.i � ,`' ut'-"'d t © z 1p v � 0 d) lT 2 �' Rye � n]d ' 0 W � (Q I r2 \4b' EXIST, UTA J EXISTING', PROPANE TANK I 0 0 b ,.yj Orieat �1E 1 ]W�ih'r'}k,Y It �' # is L' ),� 7 C/] N f O it s N.l°,° t s. r.axxlWl k� ` ii I !i N m 0 2 STY DWELLING N rp T ,� "fy r" „ — 8 W/ ROOF: OVR 2 IPOROHES .Iiit9'k. dos. N"ankh l v,9liu�"dit??;k M1t3T d a , 0. 'nrnr,� (ay y- s)5 (No woRKU EXIST. Wolf LOCATION MAP O z u� SAN S.T. R.0.4 EL WLLIAMS NOT TO SCALE 0 7 Q EXIST. .110410 (N,Y,s MACHINERY ACCESS FOR REVETMENT 15 PROPOSED FROM THE SAN. L.P. R8' •25) RE5IDENGE5 WEST 51DE OF DWELLING,CONTRAGTOR TO DE5GEND FROM CENTER OF PROPERTY FDA G-2 E : PROPOSED PARTIAL 51TE PLAN 51TE PLAN FOR INFORMATION RE6-WINS• PROP05ED STONE REVETMENT,RE-VEGETATION AND TERRACING REQ'MT5, SEE ELEVATION 'A',DWG Not 20 l0 0 20 4o bo bo 80 40 O 80 160 PROSEEO45�3 STAIR DESIGN AND CONSTRUCTION REQ'MTS, I" = 20'-0" 6RAPHIG 5GALE I.. GRAFHIG SCALE of 5 wwwAignefinycli.corn ` PROP05ED NEW SHRUB/BUSH Of IJ�WYO�K CIS' or �' 1 PER LANDSCAPE SCHEDULE www.cellBl1.mm LOW RW (for other slates) / (SEE 511T I), MIN 3'-0" 0.6� PRUNE I/8' OF LEAF AREA BUT 800-272-4480 1 811 RETAIN NATURAL FORM / SPRAY WITH MF6OOF TO 1 EXISTING SHRUBS, \ � PGCARDING 70 MFG'S INSTRUCTIONS TO REMAIN IF FOLIAGE 15 PRESENT By law,roughs of and contractors City on Kassaorking In the Forsafetyreasons, s well when ere strongly any GROUND LINE TO BE SAME A5 NS boroughs of New York Isla and Nassau and epeounpstl to mil n well when alarming ner (/ EXISTING BLUFF FADE BUNolk-600-272 an Loop 81[11 must 48 ho t type of digging us on their property,Homeowners -� AT THE NURSERY Dlbut n 1mom t72-4400 or inti at leas(ex lu hours Oen cling 311,hdirectlynational at l call before you dI by \ but no mon than 10 working days(excluding telling 611,the nations[call be}ore ycu dip 4 1 weekends and leas[holidays)prior to beginning number. For excavation work completed on � t^'• 5HAI.L BE GULLIES LANDWARD A D GRADED T WALL OR MEANS O VEGETATION any mechanized dipping or exnsvaticn work to personal property, It la the contrectoes . N,'N;}y REINFORCE FILLED AND GRADED TO THE lb" ANTS UPR 0 4 OR MEANS OF STABILIZATION ensure underground Ilnes en marked. rnponslbll6y-NOT the homeowner'e-m contact v r,i, '+^' LEVEL OF ADJACENT BLUFF FADE (PLANTED GRASSES OR TERRACING) Excavators end contractors can also submit DlpNet Having utility line marked prior to I t� , E RRAGING AND HIGH, 20 MIN. locate requests online,through ITIC.If you do not digging[a free of charge, U+SNI+L o , PLANTING WU APPROPRIATE NATIVE AAAAAAyyyyyy REMOVE BURLAP FROM TOP `h �r �[.,+ VEGETATION. FOR P 10H 6" MIN ' OF BALL currently use ITIC,please cell 1.800-624-7603 r ,i ^. OVER 4" H •"" "'" '-" "' I! for more Information. '+r.;,.:;.,r,.,, <'✓""•- PROPOSED BLUFF FACE BACKFILL WITH TOPSOIL 6 FEAT- " k•, �'' '" -r M055 5,I RATIO BY VOLUME IN q' s5' '•I ED BEACH / TYPICAL SHRUH LAYERS-WATER EACH LAYER UNTIL BE PLANTED 5ETTLED. DO NOT TAMP TED IN PLANTINQ D€TA,IL ; •' ,"( +Trm, 6" FOR PLANTS UP TO 4' HIGH N.T.S. , gV.., N -SCHEDULE. b" FOR PLANTS OVER 4' HIGH N' [o TERRACING: .�; : +rr„ m ry REWORK TOP OF BLUFF AS SHOWN,RESERVE LL I USE 2x2x4' LON6 GGA TREATED STRIKES W/2xb MATERIAL (FILL) REMOVED FROM BLUFF GGA PLANKS SECURED TO 5TAKE5(MIN 6'-0" CREST AND USE A5 FILL ON BLUFF FPAEO I O INSTALL TERRACING PERPENDICULAR TO "' •),:;.,�;,;ti;; /' R, H DO~RD SLOPE, 5EGURE 2xb PLANKS TO /•� PROP05ED 50D/GRA55 TO BE PLANTED IN yp�J z I EL, 44.0' ADJACENT PLANKS ALONG HORIZONTAL PLANE. 4; C3ENERAL NOTES: EL, 440' NEWLY EXPOSED SOIL. PLANT LANDWARD u' 1. BEACH AGCE55 STAIRS SHALL BE INSTALLED PER 'BEACH ACCESS STAIRS - SLOPE OF OF PROP05ED TOP OF BLUFF R I TIMBER TERRACE RETAINING K4LL WORK', N.Y,5. BUILDING CODE AND INFORMATION PROVIDED ON DWG No.3 R • EL. 420' AND PLANTING DETAIL 2• ALL HARDWARE SHALT- BE GALVANIZED, U.O.N. EL. 42A' EXISTING SOD/6RA55 a . 3. NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEIGHBORING PROPERTIES OR SEAWARD OF SCALE, NONE PROPOSED REVETMENT. PLANTING TO REMAIN 4,SEE DEMOLITION AND GOMPA6TION (DWS 140,2) NOTES PRIOR TO COMMENCEMENT OF WORK, EL. 40.0' EL. 40.0' 5, THERE ARE NO VEGETATED TIDAL WETLANDS ON THE SITE. EX, DWELLING . . EL. 36.o' , EL. 36.01 { EL. EL. 36,0' EL. 34.0' ANY ERODED AREAS SHALL BE FILLED EL. 34A' h,(, AND GRADED TO THE LEVEL OF THE , ADJACENT BLUFF FACE(ATTAIN NATURAL ')^''- 6R,ADE PRIOR TO SANDY) EL, 32.0' }•`< EL. 320 PROPOSED5HRUI35 TO BE PLANTED AS AN ALTERNATE TO r. t0 EL. 30.0' l)^i1.Tyyj��;;;,,, EL. 30.0' BEACH GRASS WHERE CONDITIONS ALLOW, PLANT 3'-0" ON r CENTER,SEE PLANTING SCHEDULE AND DETAIL,THI5 PWG EL 28.0' EX15TINS VEGETATION SHALL REMAIN IN PLACE, O 1z r41",� EL. 26.0' SEVERE 501E EROSION AREA DELIBERATE CARE SHALL BE TAKEN NOT TO W 'T (POST SUPER STORM 5ANDY9. + r Nty, DISTURB ROOT BASE OF EXISTING PLANTINGS. J( � V m � Q yl:.r,r, FILL PER NOTE 4, SEE 'FIILL,RE-VEGETATION AND ' 5� , �� EL. 24.0' TERRACING SEQUENCE OF EVENTS,THIS DW6L+^ yrsy�in�r7" [yx� ')�tuH rr-nr t!-1 coMPA6TION NOTE5r SUB GRADE EL. 22.0' N:Yt GENERAL N ORDER FOR THE PAVEMENT TO BE DURABLE,THE SUB GRADE MUST BE PROPERLY PREPARED. THE CONTRACTOR SHALL PREPARE THESUB CRADE IN RE5ULT5.. NOTHING ACCORDANCE FFOLLOWING SITUATIONS CAN E FORESEEN, THEREFORE,C IFICA710145,UGN5 THE NECESSARY,NNOTHING N AND THE FOLLOWING SHALLRIALS TO EVE THE GULLIES SHALL BE FILLED AND 6RAIDED EL. 20.0' , •` ''v; I CONTRACTOR OF THE RESPONSIBILITY TO NOTIFY THE ENGINEER OF SPECIAL PROBLEMS,AND N THE END,TO PROVIDE A SOUND SUB TO THE LEVEL OF ADJACENT BLUIFF • PROPOSED BEACH GRASS TO I EL. 20.0' r Q) GRADE. FACE. STABILIZE AND REINFORCE BY „ ,:,, BE PLANTED AS INSTRUCTED 2,USING SOIL TEST DATA TERRACING AND PLANTING W/ EL. 0.0' IN PLANTING 5tH„ THIS DW6 ff) A.AT ITS OPTION,THE ENGINEER MAY PROVIDE SOIL TEST INFORMATION TO THE CONTRACTOR. IF PROVIDED,THE phiA WILL INCLUDE APPROPRIATE NATIVE VEGETATION EL. 18.0' % CLASSIFICATION OF THE 501E IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM(ASTM 02461), THE 516NIFICANOE OF I ' THE DATA WILL BE INTERPRETED BY THE ENGINEER, B.SOILS PE516NATE0 A5 HIGHLY EXPAN51VE(CHI,MHO,AND OW MAY REQUIRE LIME STABILIZATION ANP/OR SELECTIVE REPLACEMENT EL. 16.0' EL J WITH 5U17ABLE SOILS. SUCH 5PEGAL TREATMENTS WILL BE DETAILED IN THE 517E BID DOCUMENTS IF THE COST 15 TO BE INCLUDED IN PROPOSED TIMBER TERRACE . 16.0' W THE CONTRACTORS BASE BID. N C,501L5 PE51GNATED A5 HIGHLY ORGANIC,(OH,OLD,AND PT)MAY REQUIRE 5ELEOTIVE REPLACEMENT WITH SUITABLE SOIL$, THE NEED EL, 14.0' RETAINING WALLS SHALL BE INSTALL U FOR AND THE EXTENT OF THIS TREATMENT WILL BE DETAILED IN THE 51TE DOCUMENTS IF THE COST 15 TO BE INCLUDED IN THE PER TERRACING SCHEDULE, SEE DRAWING No.1,SEE TERRACING MAIL, �= tl3' t4, EL. 14.0' ENGINEER, CONTRACTORS BASE BID. TH15 DWG D.THE CONTRACTOR SHALL INSPECT THE SUB GRADE AND NOTIFY THE ENGINEER OF ANY CONDITIONS REQUIRING SPECIALEL : �! CONSIDERATION NOT APPRE55EP IN THE 51TE BID DOCUMENTS THE EXTRA COST OF UW,NTICIPATED REMOVAL WILL BE BASED ON THE , 12.0 TO. PROP, STONE REVETMENT EL. 12,0' UNIT COSTS PROVIDED WITH THE BASE BID, THE C05T OF UNANTICIPATED LIMEWILL STABILIZATION OR OTHER SPECIAL TREATMENT L BE APPROX. EL, 111.4' NEGOTIATED. I ,TTr' ,lia, ' i EL. 10.0' "A,.; 'la;;,,, EL. 10.0' SUB GRADE PREPARATION y' I,THE CONTRACTOR SHALL REMOVE ALL VEGETATION,SURPLUS SOIL,DEMOLITION RUBBLE,AND OTHER UNDESIRABLE MATERIALS. SUCHELy \ a ' MATERIALS SHALL BE PROMPTLY HAVLEp FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH GOVERNING LAWS AND CODES.THE . 8.0' P �' �', -', PROPOSED STONE REVETMENT' CONTRACTOR SHALL SHAPE THE 5U8 GRADE IN ACCORDANCE WITH THE GRADING PLAN,TAKING INTO ACCOUNT THE THICKNESS OF THE '`T!•' ]t •".y, �- 3-5 TON ARMOR STONE EL. B.0' PAVING SYSTEM. THE TOLERANCE OF THIS ROUGH GRADING SHALL BE WITHIN 1/2' HIGH TO I"LOW. DURING THIS OPERATION THE PROVIDE FILTER FABRIC A5 SHOWN, (4'0 -4.75'0 STONE, TYP) CONTRACTOR SHALL NOTE ANY SOFT AREAS THAT BECOME APPARENT AFTER TRAFFIC BY CONSTRUCTION EQUIPMENT AND LOADED EL. b.o' ENCASE CORE STONE ALL 51DE5. O ';5.i ' '1 EL. 6.0' JEFFREY T. BUTLER, P,E. TRIKKB 5JCH SOFT AREAS SHALL BE REPORTED TO THE ENGINEER FOR DETERMINING THE METHOD OF TREATMENT REQUIRED,IF ANY. ., 2.MAINTAINING DRY 517E CONDITIONS: VSE U.S. FABRICS,P/N U5230 " n PROPOSED STONE REVETMENT DURING PREPARATION OF THE SUB GRADE AND UNTIL THE PAVING 15 IN PLACE,THE CONTRACTOR SHALL PROMPTLY TAKE REASONABLE EL. 4.0' V, N i I SHALL NOT ENCROACH ON p MEASURES TO OBTAIN AND TO MAINTAIN A DRY SITE CONDITION.SUCH MEASURES SHALL INCLUDE PUMPING OF FREE SURFACE WATER (2 _ EXISTING BEACH MINOR HAND AND/OR MACHINE SHAPING TO FACILITATE WATER REMOVAL,AND OTHER OPERATIONS TO SPEED DRYING. 5''K• r„• 4 r Ft i 1 EL. 4,0' rY� 3.NATIVE 501L COMPACTION, PROP, 50-100 LB CORE STONE(10' TO 13" It,'H`t.>.,. e O q COHESIVE AND (OHE510NLE55 NATIVE SOIL SHALL BE COMPACTED TO q5% AND 100%OF THE OPTIMUM DENSITY,RESPECTIVELY,PRIOR TO EL. 2.0' RIP RAP) TO BE PLACED ON AND AROUND 0 1'�,; rk �'ws', BA, EXIST AND PROP, BLUFF 44 PLACEMENT OF FILL FILTER FABRIC TO PREVENT SCOURING r n B APPROX EL !2A EL. 2,0' y V '7 4,FILL 5ELELTION AND COMPACTION F--.I THE MOST COST EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED. NOTE• .EL. 0.0' UNDISTURBED o o ! +f` EL 0.0' Z t� -SAND-GRAVEL MIX n.5 TO B%PINES<OA2 MM AND OR> 11), ALL PLANTED VEGETATION WELL REQUIRE -GRAVELY 501E 13 TO 6%FINES< 002 MM AND CBR>6), MONITORING OVER 3 GROWING SEASONS. : UNDISTURBED O -SANDY 50IL5(3 TO b% FINES(OD2 MM AND OBR>6), " ° -SILTY GRAVELY SOILS(6 TO 10%FINES(0.02 MM AND CBR)6), © a ,, ` Il, $OIL -51LTY SANDY 50IL5(b 7015% FINES( 002 MM AND CDR>6) -CLAYEY GRAVEL SOILS(OVER 20% FINES(002 MM AND CBR)5) A tl I H W Z () z O -CLAYEY SANDY 501E(OVER 20% FINES<0.02 MM AND CBR>5), S ECTION eA1 " .,, I FILL, RE-VEGETATION AND TERRACING BA. REVETMENT (TOE STONE) Wj Q a 5.THE ENGINEER RESERVES THE R16HT TO HAVE 501L TE5T5 PERFORMED TO CONFIRM THE SUITABILITY OF ANY FILL MATERIAL THE 5EQUENGE OF EVENTS NOTES: PROFILE OF PROPOSED STONE REVETMENT, ® APPROX. FL. >"Is' r N N Q Q 6ONTMTOR SHALL SPREAD AND COMPACT THE FILL MATERIAL IN 6 INCH MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO q5%OF Q TERRAG I NG AND RE-VE ETATI ON THE OPTIMUM DENSITY, COMPACTION SHALL BE ALCOMPLI5HED AT NO LE55 THAN OPTIMUM MOISTURE CONTENT UP TO 2%WETTER,OPTIMUM I. NO RE-VEGETATION OR TERRACING INSTALLATION SHALL OCCUR UNTIL ALL CONSTRUCTION 15 PROPOSED TOE STONE FOR O DENSITY AND OPTIMUM MOISTURE CONTENT SHALL BE A5 DETERMINED BY A51M 01551. NO RUBBLE TRASH JBOU DER$ OR OTHER DEBRIS COMMETE. SCALE: N.T,5, CAPSTONE PROTECTION am HILL! BE AI OLEO 65 Flu MATERIA- IN ANY 256GE 2,NO FILL 514ALL BE TAKEN FROM THE SURROUNDING BEACH OR BUFF FACE. 6.FOR UNSTABLE 501L5 WITH LE55 THAN 250 P51-COHESION OR ULTIMATE BEARING CAPACITY OF LESS THAN 500 F5F,GEOTEXTILE FABRIC 3. SEE PLANTING SCHEDULE,PLANTING DETAIL,TERRACING SCHEDULE AND TIMBER TERRACE SHALL BE INSTALLED IN ALL UTILITY AND PIPING TRENCHES AND TANKHOLE5 TO REDUCE MIGRATION OF FINE-6RAINED SOIL AND SEPARATE RETAINING WALL DETAIL,THIS DWS. J lh DISSIMILAR FILL MATERIALS. THE GEOTEXTILE MATERIAL SHALL OVERLAP ADJACENT GEOTEXTILE MATERIAL BY A MINIMUM OF l2'A5 4• USE 'RESERVED' ON-SITE FILL ACQUIRED FROM REVETMENT EXCAVATION AND REWORKING NE6F55ARY TO COVER THE INTENDED AREA. GEOTEXTILE FABRIC SHALL BE 6TFI3OEX,TYPAR 3401,GTF150EX,OR TYPAR 3601 A5 MARKETED BY EXXON CHEMICAL AT I-500-54-EXXON, BLUFF CREST(SEE BOXED MATERIAL NOTE,DW6 No,U SHOULD ANY ADDITIONAL FILL BE T*h�y V N t_ O T.BACKFILLING TANKHOLE5,ETC., REQUIRED TO MEET PROP05ED GRADES: IT MUST BE TRICKED IN AND RARGHA5ED FROM AN BACKFILL FOR ANY EXISTING TANKHOLES SHALL MEET THE REWIREMENTS OF TH15 SECTION LIKEWISE,BACKFILL FOR OTHER HOLES LEFT BY APPROVED UPLAND SOURCE (CLEAN 5AMDY FILL OF BEACH COMPATIBLE GRAIN SIZE). REMOVAL OF 5WIMMINS POOLS,BASEMENTS,ETC,SHALL COMPLY WITH TH15 SECTION ALSO. 5• GUI-LIE-6 OR LOW POINTS WITHIN THE AREA OF WORK SHALL BE FILLED AND GRADED TO THE V b, BACKFILLING TRENCHES: LEVEL OF THE ADJACENT BLUFF FACE (1THE NATURAL GRADE). Q� BACKFILL FOR UTILITY TRENCHE5 SHALL BE WELL-6RADED,CLEAN,FRESHWATER SAND,FREE OF SILT AND CLAY PARTICLES,BAGKFLLIN6 6. ANY EXISTING VEGETATION SHALL REMAIN IN PLACE. DELIBERATE CARE SHALL 5E TAKEN z ,.J ry � O LLJ SHALL OCCJR IMMEDIATELY AFTER THE LINE OR CONDUIT 15 IN PLACE TO PRECLUDE CAVING OF THE TRENCH SIDES. PRIOR TO NOT TO DISTURB ROOT BASE OF EXISTING,PLANTS. INSTALLATION OF THE LINE OR CONDUIT,A 4 INCH CUSHION OF SAND SHALL BE PROVIDED. 1.ANY DEAD VEGETATION SHALL BE GUT B ,GRADE AND REMOVED FROM BLUFF FACE. PLANTINC7 SCHEDULE q.A;EA5 OUTSIDE THE PAVING 5HALL BE FILLED AND COMPACTED A5 NECESSARY WITH SOIL COMPLYING WITH THIS SECTION.EXCEPT THE TOP NOTE: LEAVE ROOTS INTACT BELOW 6WME, TERRACING SCHEDULE b INCHES SHALL BE NATIVE TOPSOIL 5JITABLE FOR GRASS. AREAS REQUIRING CUT SHALL AL50 BE PROVIDED WITH 6 INCHES OF NATIVE PROPOSED GRASS AREA TOPSOIL FOR GRAY-.,. FINISH GRADE FOR THESE AREAS SHALL BEI INCH BELOW TOP OF CURB. AREAS SHALL BE SLOPED TO DRAIN AT 6. ANY UPROOTED TREES,ETC. SHALL BE REMOVED FROM BLUFF PALE, TERRACE gltJpE. .r.ORDIN6 TO SOH. IOW, (MIX OF AMMOIPHILA BREVILICULATA) O O Q A MAXIMUM OF 4:1 UNLESS OTHERWISE INDICATED ON THE 51TE OR GRADING PLAN. q. WORK WITHIN DESIGNATED AREA OF WORXC,CANTRAGTOR TO ATTEND TO DI57URBED,WASHED lo, COMPACTION TESTING: OUT AREAS WITH EXTRA CARE. WITH P NI(U11 2-3 ATUH, WIPER RANTING HOLE 12"OA 6AL. THE OMPACTI WILL ENGAGE AN INDEPENDENT TESTING LABORATORY TO PERFORM(U A STANDARD PROCTOR TEST(ASTM DI55V ON THE FILL 10. APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. SLOPES OF 1,3 WITH AI NICUM'VIR6ATUM,SWITCH GRASS AT 2'-0'0,4.,2 GAL. MATERIAL(OR NATIVE 501E PROCTOR TEST(ASTM 015571 ON THE FILL MATERIAL(OR NATIVE 501L IF NO FILL 15 USED)AT LEAST T2 HOURS 11. TO APPLY FILL, TERRACING 70 BE INSTALLED AT 51APE5 OF TO SLOPES OF hl B GREATER CONTAINER e BEFORE THE CONTRACTOR INITIATES COMPACTION AND(2)A NUCLEAR DENSITY GAUGE(AS M D2g22 AND A51M 030171 OR SAND GONE q. WORK HORIZONTALLY ACROSS BLUFF PALE, LIMIT THE WORK AREA TO 3 4 FT OF VOL. 5PAOING TERRACING TO BE INSTALLED AT TERRACING TO BE INSTALLED AT �PROP05ED NORTHERN BAYBERRY BUSH(MYRICA (ASTM 01556)TEST AT A MINIM OF THREE RANDOMLY SELECTED LOCATIONS TO MEASURE THE DEGREE OF COMPACTION OF THE SURFACE VER¶GAL SURFACE AREA AT A TIM¢. LONTRALTOR SHALL APPLY FILL IN 12' LIFTS, 3'O.G. $PALING I'00. $PAGING CENTER. TO BE PLANTED AT A MINIMUM 3 FOOT ON SUBGRAOE. IF THE RESULTS FROM TH15 TEST FOR THE FILL OR NATIVE 50IL DO NOT MEET OR EXCEED THE DEGREE OF COMPACTION TAMP BETWEEN LIFTS. CENTER. SPECIFIED IN TH15 SECTION,THE 605T OF TESTING WILL BE DEDUCTED FROM THE CONTRACT AMOUNT,AND THE TESTING(2)WILL BE 12.OWE NATURAL GRADE 15 ACHIEVED WITHIN THE SMALL WORK AREA PLANT PROPOSED MOM TEP AT BEACH ROSE BUSH(ROTA VIR6INIANA)TO REPEATED, VEGETATION AND INSTALL TERRACING BEFORE MOVING DOWN TO THE NEXT VERTICAL 1 1 1 r BE PLANTED ?O A MINIMUM 3 FOOT ON CENTER, RUNU5 NY50EG APPL IGATION No• ll. THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY SYSTEM IN ACCORDANCE WITH THE STANDARDS OF THE 5CD.H,5. CONTRACTOR 15 SURFACE AREA. 3 2 j AND/OR PROPfGSED BEACH PLUhI BUSH(PR1NY0 MARITIMA)TO 2 RE5PON516LE FOR ALL IN5PE6T10115 AND 516N-OFF OF SAME. 13.CONTINUE PROCEDURE UNTIL PROPOSED AREA OF WORK 15 COMPLETED. BE PLANTED AT A MINIMUM 3 FOOT ON CENTER, 12,CONTRACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK PUMPED OUT AND CERTIFIED A5 EMPTY PRIOR TO RELOCATION, (SEE PLANTING DETAIL,THIS DWG) of 5 34'1' y aTREADS AND PLATFORM II (1) 5.Ok6A' LANDING W/BENCH SURFACES TO BE BUILT WITH �' BE O�N�W yCm UNTREATED WOOD OR (4) bxb GGA PILES fl THIS LANDING & limn y, COMPOSITE MATERIAL (PRIOR TO FINAL STAIR TO BASE I t10' 1 § f (1)4,0' ,0 PLATFORMI TO BE PLACED 310' LANDIG800-222-4480 1 811 SEAWARD OF B.O. BLUFF 6,0' 40 6AL ! t V. HURRICANE www.dlpnoetnyGl.com w,mx.cellell.eorn CLIPS TYP. AT ALL 1 44-WIDE STAIR W/ (for other states) CONNECTIONS 1I4I[ RAILING TO CODE (TYP) BA814 ORA55 BEACH AGGESS STA I RS - By law,sxavetcrs and contractors working In the PLANTING5 SCOPE OF WORK: PLATF�4'IENTRY SuRokC unths ies on Lanow g ltlind must oonnaand libasnew d (TYPICAL) I. CONSTRUCT A 34T'LG SET OF STAIRS WITH(U 4'Wxt3'L6 ENTRY b CIbut n 1mom than 100 or working at s(excluding hours qq +i but no mon than 10 waddnp days(axdudlnp S STAIR (U 4'x6.4' ENTRY PLATFORM,4'Wxiq' LG STAIR,O)4k55' weekends and legal holidays)pricy to beginning 2"X12" GGA LANDING W/BENCH,4Wx35 Wei N 4k4' LANDIN6,(U 4k310' LB 4A any mechanized digging or excavation work to ensure underground lino are marked, S STRINGERS STAIR N 6k8 LANDING W/BENCH AND (U 4Wx310 L6 ST,AIR TO(U b Exavaton and contractors an also submit to a 16" D.C. 4'x4' BASE PLATFORM. A. MATERIALS TO BE USED (STAIR, UA,NU. �1 v bale requests online,through ITIG.If you da not b (U 4.Ok5.5' LANDIN6 ^ 9 b,4' t4' currently use ITIG, please all 1-900.6247603 I. 2x12 STRINGERS for more Information. � 2.2x10 TREADS W/BENCH 3, 2x4 CLEATS BENCH For safety masons,homeowners an strongly N 4,4xb POSTS4.0' 4'WIDE ENTRY STAIR encouraged to all as well when planning any 2"X6" GGA ®I6" D.G. 5.2x6 TOP RAIL o gag property. W/RAILING TO CODE type of to u on theleHomeowners 6. 2x4 MID RAIL a / M an anted us hdirectlynational at"00-272-4480 lbefore YOU dl by 1 .0 2- 2"X10" B4Ak4A' f�f" (i calling 811,Naavationallbcompyoudig GGA GIRDER B.MATERIALS TO BE USED(PLATFORMS,VON), BASE PLATFORM number.For excavation work completed on N POSTS TO EXTEND 6'-D' 1.2x6 FLOOR JOISTS personal property,it is the contractors z4 `? 2. 2x6 DEGKINS � 501E (MIN) ---'i � reapanslblllty-NOT Uehomeowner's contact ntad BELOW UNDISTURBED 2.ALL HARDWARE TO BE GALVANIZED. DlpNat. Hating uglity Ilnae marked prior to z 1 I �U 3, ALL LUMBER TO BE CGA OR SIMILAR,UA.N. dlgging Is free of charge. 4"Xb" GGA 4.5EEFILL,RE-VE6ETATION AND TERRACING SEQUENCE OF EVENTS POSTS (TYP) NOTES(SEE DWG No.2) BEACH AGGE55 5TAI R PLAN FOR INFORMATION R r5A;Vl%i SCALE N.T,S. L -J I PROP05ED TYPICAL STONE REVETMENT,RE-VEGETATION AND TERRACING RESUIREMENT5, I SEE ELEVATION 'A',DIWG Not I PROPOSED 51TE PLAN,SCOPE AM EXTENT OF WORK, G,ON5TRUGTION DETAIL SEE PHS No.l NOT TO 5GALE J m V m NY5 BUILDING' GODS 3'Ib' W SECTION RR514 (� STAIRWAYS SECTION RR314.5.SECTION RR514.2 TREADS AND RISERS. THE MAXIMUM - {TO 36 lY m RISER HEIGHT SHALL BE 5-1/4 INCHES (209 MM) AND THE MINIMUM TREAD I n DEPTH SHALL Be 9 INCHES (22'1 MK MTHE RISER HEI6HT SHALL BE O MEASURED VERTICALLY BETWEEN LEADING E06E5 OF THE ADJACENT TREADS. THE TREAD DEPTH 5HALL BE MEASURED HORIZONTALLY BETWEENPROPOSED NATIVE BUSHES TO BE W _IUL THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT a�• W TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE I ,`S�Sy pl PLANTED WHERE INDICATED ON X Z WALKING SURFACE OF TREADS AND LANDING5 OF A STAIRWAY SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 46 UNITS HORIZONTAL 4'WIDE ENTRY STAIR PARTIAL 517E PLAN,SEE SHT I Q (2-PERCENT SLOPE). THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF (REFBR TO PLANTING SCHEDULE) ry1 Q < U) STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/5 INCH (9.5 I ha•1 MtN. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL -f PLATIN 5O REMAIN EMA IN NOT EXCEED THE SMALLEST BY MORE THAN 5/b INCH (95 MM, ti \� PLANTING TO REMAIN SEE 'CONSTRUCTION DETAIL' FOR ENTRY PLATFORM I� O SECTION RR315 ADDITIONAL INFORMATION AND EL. 40.0' DIMENSIONAL REQVIREMENT5. (THIS DWG) U� _ HRESPECTIVELY,IGHTS54 INCHES AN VERTICALLY HES ( HAVING MINIMUM AND MAXIMUM HANDRAILS In ILS SECTION OF 15 INGHE5 AND 36 INCHES (664 IN AND 965 MND FROM THE N051NG OF THE TREADS, SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS, ALL REQUIRED HANDRAIL-5 SHALL BE CONTINUOUS THE FULL LENGTH OF (U 4.0'x5.5' LANDING _ THE STAIRS WITH TWO OR MORE R15ER5 FROM A POINT DIREGTLY ABOVE W/BENCH THE TOP R15ER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST / I I- RISER OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINAL5. HP,NDRAIL5 ADJACENT TO A WALL ' SHALL HAVE A SPACE OF NOT LESS THAN 1.5 INCHES (36 MMI) BETWEEN ♦•I-- I EL. 34,0' EN6INEER� THE WALL AND THE HANDRAIL. SECTION RR315.2 HANDRAIL &RIP 51ZE, ALL REOUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT tAO' (U 4.Ok4A' LANDING EL, 32,D' 6RA5PABILITY. (BEYOND) V u TYPE I. HANDRAILS WITH A CIRCULAR GROSS SECTION SHALL HAVE AN314. t36' LI U EL. 30.0' 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 I7 SHALL HAVE A PERIMETER PIMEN51ON OF AT LEAST 4 INCHES (102 MMU ) EXISTING GRADE SHOI^W AND NOT GREATER THAN 6-1/4 INCHES (160 MMI) WITH A MAXIMUM CROSS EL. 26.0' N SECTION DIMENSION OF 2-1/4 INCHES (51 M . (POST SUPER STORM RANDY'). NU TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INGHE5 (160 SEE DWG NOR FOR PROPOSED BLUFF I 110' ' ��/ CREST REWORK EL. 26,0' MM) SHALL PROVIDE A GR'+5PABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A (I) 5.0'x60LANDING W/BENCH JEFFREY T, BUTLER, P.E. DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE I (BEYOND) PROPOSED RESTORED TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST N BLUFF FACE EL. 24.0' P/ 5/16 INCH IS MMU WITHIN T/b INCH BELOW THE WIDEST PORTION OF THE tj. SEE DWG NO.2 FOR PPRROPOSED BLUFF O PROFILE. TH15 REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/b INCH o O I of I RESTORATION O (10 MM) TO A LEVEL THAT 15 NOT LEES THAN 1-5/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF THE PROFILE, THE MINIMUM WIDTH OF THE EL. 22,0' w HANDRAIL ABOVE THE RECESS SHALL BE I-1/4 INCHES (32 MMU TOA MAXIMUM OF 2-3/4 INCHES ('10 MN). EDGES SHALL HAVE A MINIMUM I EXISTING GRADE SIHOM AT SEVERE 501L Q-/ RADIUS OF 0.01 INCH (0.25 H"M EL. 20,0' c� EROSION AREA(POST SUPER STORM SANDY7, EL. 20.0' z Z (A /� STAIR POST AT RIVETMENT i SEE DWG Not FOR RESTORATION 5ENERAL NOTES EL. 15A' (SHOWN BEYOND), , - ),I ' (/1 STAIR AND REVETMENT EL. 18.0' F 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THECDNTRACTOR SHALL 1 SITE PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE WON HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE EL. 16A' COORDINATE RC-CARDING STAIR _ I EL. 16A' WITH SAME. POST PLACEMENT PRIOR TO 2. ALL WORK SHALL CONFORM TO THE NEN YORK STATE UNIFORM I o ARMOR STONE INSTALLATION. TT '1�T 'B' l� FIRE PREVENTION AND BUILDING LADE AND ALL RULES AND EL. 14A' I EL, 14.0' S'EC 1 iC�1�1 yB t U u-1 ci REGULATIONS OF THE TOWN OF SOUTHOLD. I ® TA. PROP, STONE REVETMENT ,, i' Z lY Q 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EAST5 WHICH 1 0 APPROX. EL, x13A' (U SE4. PLAT' PROPOSED BEACH STAIR PROFILE DISAGREES WITH THAT A5 INDICATED ON THESE PLANS, THE I 11'' h Sty BASE PLATFORM EL, 12A' m EL, 12.0' II_ 1 1 SCALE N.T.5, CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER, SHOULD y ( + ' HE FAIL TO FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, s, . ' '� + HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING "6n / ' q') S.> t , •i '� EL 10.0' 6 PIP W THEREFROM. EL. ICA' I :Fy - 4. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND 1 // ti a' ✓ . . J A N O Q BLEND INTO INTO EXISTING SLOPE. 5. ALL FOOTIM65 SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM EL, 6.0' r W •• SOIL PRESSURE OF 2 TONS PER SQFT, AND SHALL HAVE A MINIMUM OF O N O 61-0" OF COVER,UA.N. I _ �� O 6. DESIGN TIMBER STRESS - DOUGLAS FIR ,NO, 2 GRADE FB = L325 EL.6.0' x} / � +, `� �'�� PROP05ED REVETMENT STONES AT AND AROUND BEACH a Z P51,E = 1 N TIMBER 0 551. " ,, ,; m ~ T. ,E NOT SCALE L7RAWING5. WRITTEN DIMENSIONS SUPERSEDE BA. EXIST.AND PROP. BLUFF ,/ t'Nu "•* °Ir "•/ ACCESS STAIRS. PLACE,SHAPE AND WORK ARMOR O N � Q' Q SCALED DIMENSIONS. THE ENGINEER HAS NOT BEEN RETAINED FOR ON EL. 4.0' W EL 34A' NU°nY'"r'?H'Ik N, r s"}' '< STONE TO GREATS STOt� STEPS', LAY STONES.0. FROM 517E INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION. -q ,,„,o o �? STAIR BASE PLATFORM TO GRADE AT B.O.BLUFF 8. ALL METAL ,!01ST HANGERS AND OTHER METAL GONNEGTORS ray 7 v (EL, 14A T SHAPE CTUEFROM SURROUNDING STONE CT HELP GUARD / ,( � ly `��r �i�� ` �rJ' 'UNDISTURBED' BEACH STAIR 5TPoKIURE FROM WAVE ACTION. REQUIRED SHALL BE "TECO CONNECTORS" OR BS UAL AND SHALL BE EL. 2.O' (< ;�'s 501E J�.4 CAPABLE OF HANDLING LOADS 6 CONNECTION POINTS. .UNDISTURBED T'7 r :' ' "��) "titer . Pr `OE INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH 4, 501E M.H.W.M. 0 3EL.0 s MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. EL, 0.0' 4 A. 5TAIR5 TO COMPLY WITH NEW YORK STATE BUILDING CODE. i� ry FOR INFORMAI'ION'REGARDING 10.ALL LUMBER SHALL BE GCA NOW, I r .: II ALL P05T AND DECK HARDWARE SHALL BE HOT DIPPED U r ; syr . PRAPG5ED'STONE'REVETMENT 3 GALVANIZED,UA.N., IN ACCORDANCE WITH A5TM A153. ,til e%r SEE 5ECTION,'A'ON DW6,No,2 12. TREADS AND PLATFORM SURFACES TO BE BUILT WITH UNTREATED WOOD OR COMPOSITE MATERIAL. of 5 OBSERVED PROPOSED G rs�ND SOUND LOW 05-0-144 50OPE OF WORK: _ - I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF AREA OF WORK OR 1Nc THE ARMOR STONE. SHORE RESTORATION PLAN FOR: Lo 019'0 "E=94'� 1 LE��ND: 1.GRADE AREA IMMEDIATELY SURROUND TO ADJACENT PROPERTIES,ERECT CONSTRUCTION FENCE ALONG EFFECTED RESTORE SURFACE ELEVATION OF BEACH TO MATCH NEI6HBORIN6 SITUATE AT: FIS4 79 ORIENT,xY FOR WORK IN PROPERTYPROPERTY LINE PROPERTY LINE' AREA`. TOWN OF SOUTHOLD H16H TIDE 056E VEIo 2.SEE FILL AND COMPACTION NOTES PRIOR TO ANY SITE WORK. 3.CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO EXCAVATION. 8•USE AN ESTIMATED 1128 cu.YDS OF GLEAN SANDY FILL(OBTAINEDry, SUFFOLK COUNTY,NEW YORK ON 05-02-14 •(dE� �- � THIS AREA SEE oBJEcrs TO BE REMOVED FROM BLUFF CRE5T REWORK AND EXCAVATION 0 B.O.BLUFF) FOR ' • • • • ' ' ' • • • • • • STAIR AND REVETMENT CONTRACTOR SHALL COORDINATE REGARDING of NSW YOLK CITY 56TM No.: I DOO-14-02-I B •�evkY cor+c. " OR REWORKED THE PURP05E OF RESTORING THE BLUFFS SURFACE ELEVATION TO ITS 6„ PROPOSED STONE/STAIR P05T LOCATION. NATURAL GRADE, NOTE. ALL ERODED,WASHED OUT OR 6ULLIED &SONG ISI.AN� ZONING DISTRICT: WAEX 4.ALL DEBRIS FOUND ON BLUFF FACE SHALL BE REMOVED PRIOR TO THE OF THE ADJACENT BLUFF USE: RESIDENTIAL EXISTING BUILDING START OF CONSTRUCTION AREAS SHAT-I-BE RESTORED TO THE LEVEL 800-212-4480 1 81 FEMA FLOOD ZONE. N/A s ay� FADE. � PARTIAL PLAN � a. REMOVE CONSTRUCTION DEBRIS AND THE LIKE FOUND ABOVE 6RADE. EXISTING CONTOUR b. REMOVE ALL UPROOTED'DEAD VE6ETATION. DEAD VE6ETATION SHALL q. INSTALL TERRACIN6 AND PLANT BLUFF FACE PER DWG NO.2,SEE 'FILL, SITE DATA: EXI5TIN6: PROP05ED: (THIS � DWG) z RE-VE6ETATION AND TERRACING SEQUENCE OF EVENTS NOTES'FOR www.dignetnycli.com , BE CUT AT GRADE,LEAVE ROOTS BELOW 6RADE. or AREA OF SITE: 241,263.88 S.F. N.G. .� 425 EXISTING SPOT ELEV. x 6.0 PROCEDURES AND REQUIREMENTS. 10.PLANT PROPOSED SHRUBS UPLAND WHERE INDICATED ON PROPOSED (5b164 AG. TO TIE LINE) c. HAUL DEBRIS AWAY TO APPROVED UPLAND SITE. www.call811.com 5. INSTALL PROPOSED BEACH ACCES5 STAIRS,SEE DWG. NO3 FOR THIS DW65. (for other states) PROPOSED CONTOUR �` _6- REQUIREMENTS,CONSTRUCTION AND SCOPE OF WORK. PARTIAL SITE PLAN, UPLAND EX. BLDG AREA: b.CONSTRUCT PROP05ED ARMOR STONE WALL ±Ig5 FT LON6. By law,excavators and contractors working in the OWELLIN6 #2,283,24 S.F. N,G. ° EX.U/6 PROPANE TANK PROP05ED SPOT ELEV. x 6.0 S CONSTRUCTION OF THE AS FOLLOWS: five boroughs of New York City and Nassau and RF OVR PORCH 1536b1 S.F. N.G. s A. EXCAVATED TO ACCOMMODATE PLACEMENT OF TOE STONE,GAP Suffolk Counties on Long Island must contact RF OVR PORCH tb14b 5.F. N.G. J SAN ST o DigNet, 1-800-272-4480 or 811,at least 48 hours J EX SAK but no more than 10 working days(excluding �� P' STONE AND RIP RAP. t3,4g4.51 S.F. N.G. EX.2 STY B. INSTALL(1) ROW OF ARMOR STONE(TOE STONE)ONE STONE DEEP weekends and legal holidays)prior to beginning AND ONE STONE 141614,(±6' BELOW 6RADE) AS DEPICTED IN SECTION LOT COVERA6E GALL.: ROOF OVR any mechanized digging or excavation work to PROPOSED STONE W',OW6 NO. 2. ensure underground lines are marked. TOTAL BLO6 AREA /AREA OF SITE = LOT GOVERA6E PORCH(2) �w WO/F REVETMENT: -100 LB GORE STONE) LANDWARD OF Excavators and contractors can also submit ±3 4g45I 5Q.FT./241,20.g8 SOFT. = 0.0141396 '4 o SEYMOUR 5GHORR G. INSTALL 10 1�3 RIP RAP(5O locate requests online,through ITIC.If you do not LOT COVERAGE = 1.4196 j " PRODUCTIONS,INC. SHAPED STONE ® o o m N TOE STONE, IB IN DEPTH(MIN) AND UNDERLAIN WITH FILTER CLOTH - q g y a Ex WELL �' BEACH AGGE55 STEPS � STONE `n v Q 5�SECTION 'A' currently use ITIC, please call 1-80024-7603 � ABOVED. INSTALL(1) ROW OF ARMOR STONE(GAP STONE) ONE STONE DEEP for more information. o_ AND ONE STONE H16H,PLACE TA.STONE A 6RADE LANDWARD OF For safety reasons, homeowners are strongly 51TE PLAN BASSED ON OR16INAL SURVEY BY: EDWARD 6RADE� °p TOE STONE) A5 DEPICTED IN SECTION 'A",DWS N0.2. encouraged to call as well when planning any PEGONIG SURVEYORS,P,G. JOAN PRA6ER PHOTO KEY E. INSTALL(3) ROWS OF ARMOR STONE ONE STONE DEEP AND ONE type of digging on their property.Homeowners 1230 TRAVELER STREET JAME5PORT, NY.IS41 r' FND Atl� STONE H16H,(ABOVE 6RAGO A5 DEPICTED IN SECTION 'A",DWG can contact us directly at 1-800-272-0480 or by SURVEYED: NOV. 23, Iqqb MON. UTILITY POLE NO2. INGLUDIN6 THE BEDDIN6,THE BASE OF THE STRUCTURE WILL calling 811,the national call before you dig LAST UPDATED: AU6. 23,2013 EXTEND APPROXIMATELY t6.0' BELOW 6RADE(APPROX. tEL.-24') number. For excavation work completed on ❑ F. THE ARMOR STONE WILL BE INSTALLED 50 THAT THE EDGE OF THE DATUM: NAVD 88 personal property, it is the contractors TOP LAYER OF STONE WILL 51T LANDWARD OF THE BASE STONES responsibility--NOT the homeowners-to contact TBR = TO BE REMOVED DigNet. Having utility lines marked priorto rEX.SHED e1 = ELEVATION BELOW IT. THE STRUCTURE SHALL NOT ENCROACH ON THE EXI5TIN6 digging is free of charge. APPLICANT/OWNER: TO REMAIN BEACH. THE STONES AND BANK WILL AGAIN BE SHAPED,6RADED gg g SINCLAIR PROPERTY AREA: lbbS.F. AND FILLED A5 NEEDED TO ENSURE A STABLE ARMOR STONE WALL. CENERAL NOTES: I. BEACH ACCE-55 5TAIR5 5HALL BE IN5TALLED PER 'BEACH ACCESS 5TAIR5 - SCOPE OF WORK', N.Y.5. BUILDING CODE AND INFORMATION PROVIDED ON ONO N0.3 2. ALL HARDWARE SHALL BE 6ALVANIZED,U.D.N. so BILL OF MATERIAL: 3. NO DEBRIS 5HALL BE PERMITTED TO FALL INTO NEI6HB0RIN6 'ON SITEFILL ACQUIRED FROM PROP. WORK ��EXISTIM PROPERTIES OR SEAWARD OF PROP05ED REVETMENT DIRT DRIVE 4. 5EE COMPAGTION (DWG No.2) NOTES PRIOR TO COMMENCEMENT ,SLAN 'r� QUANTITIES RESERVED FROM: A r REWORKIN6 BLUFF CREST = ±210 CU.YD5 OF WORK. = 5. THERE ARE NO VEGETATED TIDAL WETLANDS ON THE SITE. � 1'n L 0LOW TIDE OBSERVED 2 �, -�' 0 PROP. ±185' L6 STONE REVETMENT EXCAVATION® B.O. BLUFF t518 =125TOTAL ESTIMATED RESERVED ON SITE FILL = 1128 GU.YDS b EEXISTITN6NELEVATIONS ACRE SHOWN THUS:Dbb DATUM O ON 05-02-14 �- FOR TYPICAL ELEVATION BLUFF AREA TO BE RE-NOURISHED EXISTING CONTOUR LINES ARE SHOWN THUS: s SEE SECTION 'A', DWG. N0.2 WITH APPROXIMATELY ±128 CU.YDS. OF GLEAN SANDY FILL hr-1 N 2 2 STONE LANDWARD OF B.O. BLUFF TO RESTORE BLUFFS SURFACE ELEVATION. USE RESERVED PROPOSED WORK 5UMMARY: ^ V t_ SHALL BE ABOVE 6RADE FILL FOR INTIAL RE-NOURI5HMENT. SHOULD ADDITIONAL FILL I:+••I �/ m FOR TYPICAL ELEVATION BE REQUIRED TO ATTAIN PROP05ED 6RADE5 THEN IT MUST INSTALL PROPOSED ±IqS A STONE REVETMENT AND O TIE LINE SEE SECTION 'A', DWG. No.2 BE TRUCKED IN FROM AN APPROVED UPLAND SOURCE. THI5 PROPOSED X51' WOOD BEACH ACCESS STAIR. TERRACE AND 1 i A PROPOSAL RESERVES THE RIGHT TO AQUIRE MATERIAL FOR RE-VEGETATE BLUFF. 4.3 i THIS PURPOSE. ALL FILL USED SEAWARD OF T.O.BLUFF MUST BE W LU < t (1 12 FOR CONT)NUATION OF STONE CLEAN AND OF BEACH COMPATIBLE GRAIN SIZE TO EXISTING SAND _ l� X Z U-• T O 19 0 REVETMENT AND TERRAG I N6 FOUND ON SITE AND MUST BE PURCHASED FROM AN APPROVED 19 H16H TIDE OBSERVED W W W \� SEE ADJOINING PROPERTY UPLAND SITE. O �'� 0 ON 05-02-14 W W W W W W W 20 O < 1^ 2 W W 22 STONE QUANTITIES: O • / / ' W W W W y W W W�� W W W W W _-2A 3 TO 5 TON ARMOR STONE _ ±1,000 TONS O lu 50-100 LBS GORE STONE - ±220 GU.YDS ./ W W NOTE: FILTER FABRIC AS NEEDED CI OF W W W W W W W W y FND PLANTING ON BLUFF FACE: W y TERRACE AND J y '�"�� y W GONG.MON. 1 p(tpP• •� W W W RE-VEGETATE AS '� '°" � PLANT BLUFF FADE WITH NATIVE VEGETATION, INCLUDING BUT 0 � PROPOSED REVETMENT STONES �� INDICATED NOT LIMITED TO BEACH 6RA55 AND 5WITCH GRA55(5EE d) .. W W W W W /� 'A', ' W W 4 SHALL BE PLACED,SHAPED AND W W W W W ,/SEE SECT A,SHT 2) PLANTING SGH. FOR ADDITIONAL SHRUB PLANTINGS) m GREATS STONE STEP W W W W • APPROXIMATE AREA = 16,250 5F T- LW WORKED TO FOR BEACH CREATEACZES5, INSTALL W W W W W WPROPOSED NOTE: THE AMOUNT OF RE-VE6ETATION WILL BE LE55ENED BY THE �;' !1 ,.,� 5URROUNOIN6 STONE IN A MANNER W W W W W W W W W er p TOP OF BLUFFAREA OCCUPIED BY ESTABLISHED,STABLE EXI5TIN6 VE6ETATION D - -�- I-_ THAT WILL 6UARD WOODEN BEACH W W W / STAIR STRUCTURE FROM WAVE W W W W W W + ENGINEER: W W / TF_RRACiING ON BLUFF FACE: ACTION. W W W W, W W IS REQUIRED FOR THE PURPOSE OF STABILIZING DISTURBED 501E J U l 2 5 2014 z 42 EXISTING TOP OF BLUFF AND TO REDUCE ER05ION (�, TO BE REWORKED APPROXIMATE AREA = 12,0415F. Oljt \v y • / 0W s PROP05ED TOP OF BILUFFa_ Board L aco Cr F� FOR CONTINUATION OF STONE 0 v PROPOSED TERRACING,SEE OW6 No.2 REVETMENT AND TERRAGIN6 5EE 22 0 3 FOR INSTALLATION REQUIREMENTS ADJOININ6 PROPERTY r- I' I w 2 AND BOXED NOTE FOR QTY'S (THIS DWG) FND 1 \ N'), / / 073493 GONG. EXI5TIN6 GRADE PROP05ED RE-VEGETATION, < AR PROP BEACH ACCESS STAIR: MON. TO BE REWORKED 3� °3830°E 21�s1 $ FZ r o�Ess+o B SEE DWG No.2 FOR REQ MTS AND XED ±41' LON6 WOOD BEACH ACCESS STAIR, 3 \ NOTE FOR QUANTITIES,TH15 DWG v' 1419 19 W JEFFREY T. BUTLER, P.E. INGLUSIVE OF ENTRY STEPS,(1) ENTRY EXISTIN6 6AZEB0 Np PLATFORM ,(2) LANDIN65 -(1) W/BENCH AND TO REMAIN / �O 4' WIDE x ±10 L6 5TAIR TO BASE PLATFORM. a3s.�' a% SEE DW 7 N0.3 FOR INFORMATION � �� 9°3830 E „W 219�� 0 O p IDE W A �' ,'19°3830 �, LO o' w v:.:;;a t t . :..:,:,.:: �. u O -7 { >x r. PROPOSED GARDEN AREA SHALL BE ST 6 R I 66.18 al'' ii+ s&� PLANTED W/NATIVE BUSHES AS INDICATED G r " �; "' LLfi IN PLANTIN6 50EDULE,PLANTED TO INHIBIT 5 STORM WATER RUNOFF FROM REACHING J s 79°38 °' V:: = a z BLUFF FADE. y r. rf # s "X� Z '� 3 Q v `20.01 LLl 09' dS10-01 LU LU op ;t S h Z" l L I 0Y WO/F ; ,� -•�: �, .�' •tip � Q O Mj� A THE NATURE _ LW 1 1 - o GONSERVANGY - p -, P, 4 Ortent Poi nj < O i o (a W (.� O WOIF x r QL O 1 HARRISON M.DEMARE5T,bP- O� ' APPROVED BY v. A et al a _ ''' _ F." { v < F' d) OF 'iRUSTEES C5 d [ , ..: ^BOARD GEXIST. U p THOLD � .::z:. : sv TO INN OF SOU W° `' ` ,�(� + orient u r' ..a:; +:5r'r•{fii" rr o EXISTIN6i PROPANE TANK � � Pole ��?� � y;�T ,: �' 2 STY DWELLING ti �..h N.�xror i . . tr:,j A u- - - ROOF ,: ..h. ;. W/ OVR 2 1PORGHES � � "� :�. �, .. ,y. ri}��fi- ;,,•r�r...�: u ,.. w � O WOR � •.S�•. �• :�sp;r:�+[�' �,'� �' •;::.�;<," DATE' N (N 9 wo/F �� % SAN STT. 6 a5' �C RA.t E.L.wIwAMS z W o LOGATION MAP: Q a N,3°2g NOT TO SCALE ? O < w Q 26• to \ 1 *9zAr R0�4d 58. 70" „w O NOTE: EX15T. (N,�'•S', Rt MACHINERY ACCESS FOR REVETMENT 15 PROP05ED FROM THE SAN. L.P. 25J RESIDENCE'S WEST SIDE OF DWELLING,CONTRACTOR TO DESCEND FROM CENTER OF PROPERTY P A G-7 E : PROPOSED PARTIAL SITE PLAN SITE PLAN FOR INFORMATION REGARDING: PROPOSED STONE REVETMENT,RE-VEGETATION AND TERRAGIN6 REQ'MT5, SEE ELEVATION 'A',DWG Not PROPOSED BEACH ACCESS STAIR DE516N AND CONSTRUCTION REQ'MT5, 20 10 O 20 40 60 80 80 40 0 80 160 SEE DWS NO3 6RAPHI6 SCALE 1" = 20'-0" 6RAPHIG SCALE 1" = 80'-O" of 5 www.dignetnycli.com Of N�wYX Cify or PROPOSED NEW SHRUB/BUSH &SONG tiff for other state m PER LANDSCAPE SCHEDULE / (SEE 5HT 1), MIN 3'-0" O.G. PRUNE 1/8" OF LEAF AREA BUT (for other states) 800-212-44(90 1811 ` O.C. RETAIN NATURAL FORM N EXISTING SHRUBS, SPRAY WITH WILT-PROOF ° 1 >- f TO REMAINACCORDING TO MFG'S IN5TRUCTION5 By law,excavators and contractors working in the For safety reasons, homeowners are strongly IF FOLIAGE 15 PRESENT ,q five boroughs of New York City and Nassau and encouraged to call as well when planning any Q Suffolk Counties on Long Island must contact type of digging on their property.Homeowners EXISTING BLUFF FACE GROUND LINE TO BE SAME AS DigNet, 1-800-2724480 or 811,at least 48 hours can contact us directly at 1-800-2724480 or by AT THE NURSERY + but no more than 10 working days(excluding calling 811,the national call before you dig ESTABLISHED VEGETATION z weekends and legal holidays)priorto beginning number. For excavation work completed on Y�';�;;: GULLIES LANDWARD OF EX. STONE WALL any mechanized digging or excavation work to personal property, it is the contractors -�� 18 MIN. FOR MEANS OF STABILIZATION 4:.=:r.� SHALL BE FILLED AND GRADED TO THE �� ensure underground lines are marked. responsibility--NOT in g the homeowner's-to contact PLANTS UP TO 4' :. ,.,..Q. v ,,� LEVEL OF ADJACENT BLUFF FACE, (PLANTED GRASSES OR TERRACING) Excavators and contractors can also submit DigNet. Having utility lines marked prior to •• �:•' .. REINFORCE BY TERRACING AND HIGH * . 20 MIN. locate requests online,through ITIC.If you do not digging is free of charge. REMOVE BURLAP FROM T S PLANTING W/APPROPRIATE NATIVE OP S ;`.`SFOR PLANTS b.. VEGETATION. MIN OF BALL currently use ITIC,please call 1-800-524-7603 •t;;;.=. r for more information. tT,y'' OVER 4 HIGH ' ' PROP05ED BLUFF FACE BACKFILL WITH TOP501L d PEAT- ` ''"' f M055 3:1 RATIO BY VOLUME IN 9" TYPICAL GAL SHRUB D BEACH LAYER5-WATER EACH LAYER UNTIL U__ �'-r: OBE PLANTED PLA�NTI NC DETAIL SETTLED. DO NOT TAMP LL_ y•• ` TED IN N.T.S. b" FOR PLANTS UP TO 4' HIGH ,.r8 FOR PLANTS OVER 4 HIGH ° C0 TERRACING: r`»;-. �::. P 'SCHEDULE. „ � m � O USE 2x2x4 LONG GGA TREATED STAKES W/ 2x6 REWORK TOP OF BLUFF AS SHOWN,RESERVE it_ I .. ;.:.;r? •- MATERIAL (FILU REMOVED FROM BLUFF '". *�s:• / Q GGA PLANKS SECURED TO STAKES (MIN 6'-O" OG). CREST AND USE AS FILL ON BLUFF FADE I INSTALL TERRAGIN6 PERPENDICULAR TO DOWNWARD SLOPE. SECURE 2xb PLANKS TO / EL. 44.0' PROP05ED 500/6RA55 TO BE PLANTED IN Ca ; z I ADJACENT PLANKS ALONG HORIZONTAL PLANE. _ ;= 6ENERAL NOTES: NEWLY EXPOSED SOIL. PLANT LANDWARD EL. 44'0 OF PROPOSED TDP OF BLUFF I. BEACH ACCESS STAIRS SHALL BE INSTALLED PER 'BEACH ACCESS STAIRS - SCOPE OF I w • I TIMBER TERRACE RETAI NI NC HALL WORK', N.Y.5. BUILDING CODE AND INFORMATION PROVIDED ON DWG No.3 EL. 42.0 EXI5TTN6 500/6RAS5 � EL. 42.0 ASND PLANTING DETAIL 2. ALL 3. NO DEBRRIDWARE S SHALLALL BE GALVANIZED,BEPERMITTED TO FALL PLANTING TO REMAIN INTO NEIGHBORING PROPERTIES OR SEAWARD OF � � PROPOSED REVETMENT. EL. 40.0' V\-LEL 40.0' 4. 5EE DEMOLITION AND COMPACTION (DWG No.2) NOTES PRIOR TO COMMENCEMENT OF WORK. EX. DWELLING ` . 5. THERE ARE NO VEGETATED TIDAL WETLANDS ON THE SITE. EL. 38.0' EL. 38.0' EL. 36.0' EL. 36.0' EL. 34.0' EL. 34.0' ANY ERODED AREAS SHALL BE FILLED �;•, AND GRADED TO THE LEVEL OF THE ADJACENT BLUFF FACE(ATTAIN NATURAL EL. 32.0' "tip EL. 32.0' SDE PRIOR TO SANDY) • Yn: m PROP05ED SHRUBS TO BE PLANTED AS AN ALTERNATE TO O EL. 30.0' }e"''k, > EL. 30.0' BEACH GRASS WHERE CONDITIONS ALLOW. PLANT 3'-0" ON vs 4 Y:t` CENTER,SEE PLANTING SCHEDULE AND DETAIL,THIS DW6 rte, r EL. 28.0 ;;.; • �L EXISTING VE6ETATION SHALL REMAIN IN PLACE ..N }- ,.::. DELIBERATE CARE SHALL BE TAKEN NOT TO EL. 26.0' SEVERE SOIL EROSION AREA ..b w DISTURB ROOT BASE OF EXISTING PLANTINGS. W m X (POST SUPER STORM 'SANDY'). =4' ,, Y :;,,,. X FILL PER NOTE 4, SEE 'FILL,RE-VE6iETATION AND .: w < EL. 24.0' TERRACING SEQUENCE OF EVENTS, THIS OW6. = '> }r>4= COMPACTION NOTES- SUB GRADE GENERAL EL. 22.0' : r < I. IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE SUB GRADE MUST BE PROPERLY PREPARED. THE GONTRAGTOR SHALL PREPARE THE w SUB GRADE IN ACCORDANCE WITH THESE SPECIFICATIONS,U51NG THE NECESSARY MEANS AND MATERIALS TO PROVIDE THE SPECIFIED RESULTS. NOTHING IN THE FOLLOWING SITUATIONS CAN BE FORESEEN. THEREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE GnULLIES SHALL BE FILLED AND GRADED EL. 20.0' �.;. ti.. CONTRACTOR OF THE RESPONSIBILITY TO NOTIFY THE ENGINEER OF SPECIAL PROBLEMS,AND IN THE END,TO PROVIDE A SOUND 5U6 TO THE LEVEL OF ADJACENT BLUFF PROPOSED BEACH 6RA55 TO p ►� = O GRADE. FACE. STABILIZE AND REINFORCE BY BE PLANTED A5 INSTRUCTED iri ( W_ N 2.USING 501E TEST DATA LU TERRACING AND PLANTING IN EL. 18.0' IN PLANTIN6 56H., THIS DWS A.AT ITS OPTION,THE ENGINEER MAY PROVIDE 501L TEST INFORMATION TO THE CONTRACTOR IF PROVIDED,THE DATA WILL INCLUDE APPROPRIATE NATIVE VEGETATION. T GLA551FIGATION OF THE SOIL IN ACCORDANCE WITH THE UNIFIED SOIL GLA551FIGATION SYSTEM(A5TM 02481). THE 516NIFIGANGE OF PROPOSED TIMBER TERRACE O• O I THE DATA WILL BE INTERPRETED BY THE ENGINEER. PROPOSED TIMBER TERRACE ,,. F- Lu CV RETAINING WALLS OTHER THAN a TOE B.SOILS DE516NATED AS HIGHLY EXPAN51VE(CHI,MHO,AND OH)MAY REQUIRE LIME 5TAB (� ILIZATION AND/OR SELECTIVE REPLACEMENT EL. 16.0' OF BLUFF SHALL BE INSTALL PER RETAINING WALLS a TOE OF I I -i WITH 5UITA13LE SOILS. SUCH SPECIAL TREATMENTS WILL BE DETAILED IN THE SITE BID DOCUMENTS IF THE C05T 15 TO BE INCLUDED IN BLUFF SHALL BE t10 O.G. MIN. x w I �. THE CONTRACTOR'S BASE BID. TERRACING SCHEDULE. SEE DRAWING SEE TERRACING DTE,THIS DW6 G.SOILS DESIGNATED AS HIGHLY ORGANIC(OH,OLD,AND PT)MAY REQUIRE SELEGTIVE REPLACEMENT WITH SUITABLE SOILS. THE PEED NO-I,SEE TERRACING DETAIL, THIS DW6 O z EL. 14.0' r o, ( J O • FOR AND THE EXTENT OF THIS TREATMENT WILL BE DETAILED IN THE SITE DOCUMENTS IF THE G05T 15 TO BE INCLUDED IN THE EN61NEER:I CONTRACTOR'S BASE BID. D.THE CONTRACTOR SHALL INSPEGT THE SUB GRADE AND NOTIFY THE ENGINEER OF ANY CONDITIONS REQUIRING 5PECIAL � 9A �'� �� T.O. PROP. STONE REVETMENT I � F NEW yo CONSIDERATION NOT ADDRESSED IN THE 517E BID DOCUMENTS. THE EXTRA C05T OF UNANTICIPATED REMOVAL WILL BE BASED ON THE EL. 12.0' a EL 120' (MAX) ON BV 9 UNIT G05T5 PROVIDED WITH THE BASE BID. THE COST OF UNANTICIPATED LIME STABILIZATION OR OTHER SPECIAL TREATMENT WILL BE \- : . ...: EL. 12.0' NEGOTIATED. T' w;'k^••` "�'� PROPOSED EL. 10.0' =` STONE REVETMENT SUB GRADE PREPARATION ::: 3 5 TON �� -�-- •a,"•�.-_.�>:�_,`;• ARMOR STONE EL. 10.0: l (4'� _ 4.15'~ STONE,TYP) n z I.THE CONTRACTOR SHALL REMOVE ALL VEGETATION,SURPLUS SOIL,DEMOLITION RUBBLE,AND OTHER UNDESIRABLE MATERIALS. SUCH ' MATERIALS SHALL BE PROMPTLY HAULED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH GOVERNING LAWS AND CODES.THE EL. 8.0 •�_�:'�-�:"=';-';Y,:.�°t:L'K:`= '''`'•;: i., . CONTRACTOR SHALL SHAPE THE SUB GRADE IN ACCORDANCE WITH THE GRADING PLAN,TAKING INTO ACCOUNT THE THICKNESS OF THE :'` ' °` ' EL. 8.0' O 073493 PAVING SYSTEM. THE TOLERANCE OF THIS ROUGH GRADING SHALL BE WITHIN I/2"HIGH TO I'LOW DURING THIS OPERATION THE o PROPOSED STONE p%FESs\0 CONTRACTOR SHALL NOTE ANY SOFT AREAS THAT BECOME APPARENT AFTER TRAFFIC BY CONSTRUCTION EQUIPMENT AND LOADED REVETMENT TRUCKS. SUCH SOFT AREAS SHALL BE REPORTED TO THE ENGINEER FOR DETERMINING THE METHOD OF TREATMENT REQUIRED, IF ANY. EL. 6.0 � I *� SHALL NOT ENCROACH ONEL. 6.0' JEFFREY T. BUTLER, P.E. 2.MAINTAINING DRY 51TE CONDITIONS: EXISTING BEACH DURING PREPARATION OF THE 5U13 GRADE AND UNTIL THE PAVING 15 IN PLACE,THE CONTRACTOR SHALL PROMPTLY TAKE REASONABLE PROVIDE FILTER FABRIC AS SHOWN MEASURES TO OBTAIN AND TO MAINTAIN A DRY 51TE CONDITION.5UGH MEASURES SHALL INCLUDE RWIN6 OF FREE SURFACE WATER, EL. 4.0 B.O. EXIST AND PROP. BLUFF MINOR HAND AND/OR MACHINE SHAPING TO FACILITATE WATER REMOVAL,AND OTHER OPERATIONS TO SPEED DRYING. ENCASE GORE STONE ALL SIDES. '" a APPROX. EL. tab' EL. 4.0 li•I 3. NATIVE 501L COMPACTION: USE U.S. FABRICS, P/N U5230 COHESIVE AND GOFE51ONLE55 NATIVE 501L SHALL BE COMPACTED TO q5%AND 100%OF THE OPTIMUM DENSITY,RE5PEGTIVELY,PRIOR TO EL. 2.0' p HIGH TIDE OBSERVED O -100 LB CORE STONE (100 TO :, ON 05-02-14 PLACEMENT OF FILL. NOTE: RIP RAP TO BE PLACED ON AND AROUND UNDISTURBED EL. 2.0' ►Z 4.FILL SELECTION AND COMPACTION: THE M05T COST EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED: 501E LOW TIDE OBSERVED EL. D.0 FILTER FABRIC TO PREVENT SCOURING }� UNDISTURBED ON 05-02-14 O )- O -SAND-GRAVEL MIX(15 TO 3%FINES(0.02 MM AND GBR> 11), ALL PLANTED VEGETATION WILL REQUIRE EL. o.o �, z z CD -GRAVELY 501((3 TO bS5 FINES<0.02 MM AND GBR)8), MONITORING OVER 3 GROWING SEASONS. : Q Q -SANDY SDILS(3 TO bAi FINES<0.02 MM AND CBR>8), a APPROX ET(70E STONE) [� LU W d) } -SILTY GRAVELY SOILS(b TO 10%FINES<0.02 MM AND CBR)8), w z -SILTY SANDY SOILS(6 TO 15SK FINES<0.02 MM AND CBR>8), L. 2.4 � Z � I. � � -CLAYEY GRAVEL SOILS(OVER 20%FINES t 0.02 MM AND GBR)5), -CLAYEY SANDY SOIL(OVER 20:K FINES<OA2 MM AND CBR>5), FILL, RE-VEOETATI ON AND TERRAG I NCStl.l PROPOSED TOE STONE FOR w ILI(� O N </ CL 5.THE ENGINEER RESERVES THE RIGHT TO HAVE 501L TESTS PERFORMED TO CONFIRM THE SUITABILITY OF ANY FILL MATERIAL. THESEQUENCE OF E1/ENTS� NOTES: CAPSTONE PROTECTION CONTRACTOR SHALL SPREAD AND COMPACT THE FILL MATERIAL IN b INCH MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO q5%OF r lIl LLQ j THE OPTIMUM DENSITY. COMPACTION SHALL BE ACCOMPLISHED AT NO LE55 THAN OPTIMUM MOISTURE CONTENT UP TO 2%WETTER.OPTIMUM I. NO RE-VEGETATION OR TERRACING INSTALLATION SHALL OCCUR UNTIL ALL CONSTRUCTION 15 � � tl W < O DENSITY AND OPTIMUM MOISTURE CONTENT SHALL BE A5 DETERMINED BY ASTM DI551. NO RUBBLE.TRASH,BOULDERS.OR OTHER 0MRI5 COMPLETE. S ECTION A 4 WILL BE ALLOWED AS FILL MATERIAL IN ANY USAGE. 2. NO FILL SHALL BE TAKEN FROM THE 5URRMNOIN6 BEACH OR BLUFF FACE. b.FOR UNSTABLE SOILS WITH L UT THAN AND P5F COHESION OR ULTIMATE BEARING CAPACITY R TIONLESTHAN E-6 PIF,GEOTEXTI(E FABRIC 3. SEE PLANTING SCHEDULE PLANTING DETAIL, TERRAGIN6 SCHEDULE AND TIMBER TERRACE PROFILE OF PROP05ED STONE REVETMENT Q < v � _m SHALL BE INSTALLED IN ALL UTILITY AND PIPING TRENCHES AND TANKHOLES TO REDUCE MIGRATION OF FIFE-GRAINED 501E AND SEPARATE DISSIMILAR FILL MATERIALS.THE GEOTEXTILE MATERIAL SHALL OVERLAP ADJACENT GEOTEXTILE MATERIAL BY A MINIMUM OF 12'A5 RETAININ6 WALL DETAIL, THIS OW6. TERR�4G I NG AND RE-�EGET,4T1 ON Z < WCE55ARY TO COVER THE INTENDED AREA. 6EOTEXTILE FABRIC SHALL BE GTF130EX,TYPAR 3401,C7TF15OEX,OR TYPAR 3601 A5 4.USE ''RESERVEDON-SITE FILL ACQUIRED (FROM REVETMENT EXCAVATION AND REWORKING Q; v LU P cq MARKETED BY EXXON CHEMICAL AT 1-800-54-EXXON. BLUFF CREST(SEE BOXED MATERIAL NOTE,DWS NO-1) SHOULD ANY ADDITIONAL FILL BE SCALE:A" = 1'-0" Z CA l� -1 O -1.BAGKFILLIN6 TANKHOLE5,ETC.: REQUIRED TO MEET PROPOSED 6RADES IT MUST BE TRUCKED IN AND PURCHASED FROM AN v N 1- O O BACKFILL FOR ANY EXISTING TANKHOLES SHALL MEET THE REQUIREMENTS OF THIS SECTION. LIKEWISE,BACKFILL FOR OTHER HOLES LEFT BYAPPROVED UPLAND SOURCE (GLEAN SAINDI' FILL OF BEACH COMPATIBLE GRAIN SIZE). LL m O � fV - REMOVAL OF SWIMMING POOLS,BA5EMENT5,ETC.SHALL COMPLY WITH THIS SECTION ALSO. !L 5. GULLIES OR LOW POINTS WITHIN THE AREAOF WORK SHALL BE FILLED AND GRADED TO THE 8.BAGKFILLIN6 TRENCHES: LEVEL OF THE ADJACENT BLUFF FACE ('THE NATURAL GRADE). U BACKFILL FOR UTILITY TRENCHES SHALL BE WELL-GRADED,GLEAN,FRESHWATER SAND,FREE OF SILT AND CLAY PARTICLES.BACKFILLING b. ANY EXISTING VEGETATION SHALL REMAIN IN PLACE. DELIBERATE CARE SHALL BE TAKEN N 1L 0 SHALL OCCUR IMMEDIATELY AFTER THE LINE OR CONDUIT 15 IN PLACE TO PRECLUDE CAVING OF THE TRENCH SIDES. PRIOR TO O INSTALLATION OF THE LINE OR CONDUIT,A 4 INCH CUSHION OF SAND SHALL BE PROVIDED. NOT TO DISTURB ROOT BASE OF EXISTING PLANTS. �j Z LU q.AREAS OUT51DE THE PAVING SHALL BE FILLED AND COMPACTED AS NECESSARY WITH 501L COMPLYING WITH THIS 5EGTION.EXCEPT THE TOP 1. ANY DEAD VE6ETATION SHALL BE CUT a GRADE AND REMOVED FROM BLUFF FACE. PL,4NTII NG SCHEDULE �/ b INCHES SHALL BE NATIVE TOP501L 51JITABLE FOR GRASS. AREAS REQUIRIN6 GUT SHALL AL50 BE PROVIDED WITH 6 INCHES OF NATIVE NOTE: LEAVE ROOTS INTACT BELOW GRADE. TERRAG I NC SCHEDULE < TOP501L FOR GRASS. FINISH GRADE FOR THESE AREAS SHALL BE I INCH BELOW TOP OF CURB. AREAS SHALL BE SLOPED TO DRAIN AT 8. ANY UPROOTED TREES,ETG. SHALL BE REMOVED FROM BLUFF FACE. PROP05M�`% gyp` w () O C� A MAXIMUM OF 4:1 UNLE55 OTHERWISE INDICATED ON THE 51TE OR GRADING PLAN. q. WORK WITHIN DE516NATED AREA OF WOW,CONTRACTOR TO ATTEND TO DISTURBED, WASHED TERRACE SLOPE 666OR121% TO 5CH IOW, (MIX OF AMMIOPHILA BREVILI6ULATA) V 10.COMPACTION TESTING: OUT AREAS WITH EXTRA CARE. BEACH 6RA56 2-3 COLUMNS PER PLANTING HOLE 12"OL MAX. THE ENGINEER WILL ENGAGE AN INDEPENDENT TESTING LA80RATORY TO PERFORM(1)A STANDARD PROCTOR TEST(ASTM 01551)ON THE FILL 10. APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. SLOPES OF 1:3 WITH PANICUM VIR&ATUM,SWITCH 6RA55 AT 2'-0'O.G.,2 GAL. MATERIAL(OR NATIVE 501L PROCTOR TEST(ASTM 0I551)ON THE FILL MATERIAL(OR NATIVE 501L IF NO FILL 15 USED)AT LEAST 12 HOURS 11. TO APPLY FILL: TERRAGIN6 TO BE INSTALLED AT SLOPES OF 1:2 SLOPES OF 1:1 OR GREATER CONTAINER J` �^ BEFORE THE CONTRACTOR INITIATES COMPACTION AND(2)A NUCLEAR DENSITY GAUGE(A5TM 02422 AND A5TM 03011)OR SAND CONE a. WORK HORIZONTALLY ACROSS BLUFF FACE LIMIT THE WORK AREA TO 3-4 FT OF VOL.SPACING TERRACING TO BE INSTALLED AT TERRACING TO BE INSTALLED AT AND PROPOU D NORTHERN BAYBERRY BUSH(MYRICA AG7 E : (ASTM DI556)TE5T AT A MINIMUM OF THREE RANDOMLY SELECTED LOCATIONS TO MEASURE THE DEGREE OF COMPACTION OF THE SURFACE VERTICAL SURFACE AREA AT A TIhME. CONTRACTOR SHALL APPLY FILL IN 12" LIFTS, VOL.SPACING I'O.G.SPAGIN6 PEN5YLVANIOA) TO BE PLANTED AT A MINIMUM 3 FOOT ON 51,1136RADE. IF THE RESULTS FROM THI5 TEST FOR THE FILL OR NATIVE 501L DO NOT MEET OR EXCEED THE DEGREE OF COMPACTION TAMP BETWEEN LIFTS. CENTER. yq SPECIFIED IN THIS SECTION,THE C95T OF TESTING WILL BE DEDUCTED FROM THE CONTRACT AMOUNT,AND THE TE5TING(2)WILL BE 12.ONCE NATURAL GRADE 15 ACHIEVED WITHIN THE SMALL WORK AREA PLANT PROPOSED 1 . 1 u 1 . AND/OR PROP05M BEACH ROSE BUSH(ROSA VIR6INIANA)TO REPEATED' r II. THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY SYSTEM IN ACCORDANCE WITH THE STANDARDS OF THE S.GDVEGETATION AND INSTALL TERRACING BEFORE MOVING DOWN TO THE NEXT VERTICAL BE PLANTED AT A MINIMUM 3 FOOT ON CENTER..H.S. CONTRACTOR 15 SURFACE AREA. � OR NYSDEG APPLICATION No. 2 RESPONSIBLE FOR ALL INSPECTIONS AND SIGN-OFF OF SANE. 13. CONTINUE PROCEDURE UNTIL PROP05M /AREA OF WORK 15 COMPLETED. 3 2 1 13E�PL.ANTTEED AT A MINIMUM FOOT N GCBN�.MARJTIM/� TO 12.CONTRACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK PUMPED OUT AND CERTIFIED AS EMPTY PRIOR TO RELOCATION. 1-4738-0426x/00001 (SEE PLANTIN+6 DETAIL,THIS DWG) of 5 v ±411 0 TREADS AND PLATFORMN SURFACES TO BE BUILT WITH (U 5.0x6.0 LANDING W/BENCH Bev�H UNTREATED WOOD OR COMPOSITE MATERIAL (4) 6x6 GGA PILES ® THIS LANDING of N WYDf;K CITY A (PRIOR TO FINAL STAIR TO BASE p ±10' O (1) 4.0'x4.0' &LONG 15LANP a PLATFORM) TO BE PLACED ±10' `t LANDING 800-272-4480 1 811 SEAWARD OF B.O. BLUFF 6.0' USE• 4.0' 6ALV. HURRICANE www.dignetnycli.com z CLIPS TYP. AT ALL or tn www.ca[181 l.com CONNECTIONS 4' WIDE STAIR W/ (for other states) S BEACH 6RASS BEACH AGGE55 5TA I R5 - RAILING TO CODE (TYP) By law,excavators and contractors working in the 8 PLANTINGS SCOPE OF NORK: � 0) 4'X6.4' five boroughs of New York City and Nassau and (TYPICAL) Suffolk Counties on Long Island must contact 0 I. CONSTRUCT A ±41'L6 SET OF STAIRS WITH (1) 4'Wxf3' L6 ENTRY O DigNet, 1-800-272-4480 or 811,at least 48 hours RS STAIR,(1) 4'x6.4' ENTRY PLATFORM,4'Wx±q' L6 STAIR,(1) 4'x5.5' +' but no more than 10 working days(excluding t� 2"X12" GGA LANDIN6 W/BENCH, 4'Wkt5 L6 STAIR,(1) 4'x4' LANDING,(1) 4'x±10' L6 4.o' weekends and legal holidays)prior to beginning any mechanized digging or excavation work to STRIN6ERS STAIR,(1) 6'x±V LANDING W/BENCH AND (1) 4'Wx±IO' L6 STAIR TO (1) ensure underground lines are marked. 4'x4' BASE PLATFORM. Q Excavators and contractors can also submit o m 1 A. MATERIALS TO BE USED (STAIR,U.O.Nj: Th `r + locate requests online,through ITIC.If you do not :n 1. 2x12 STRIN6ER5 (1) 4.0'x55' LANDING u' b.4 4 currently use ITIC, please call 1-800-524-7603 �� o Q 2. 2x10 TREADS W BENCH for more information. 710" ± 3. 2x4 CLEATS I I �� 4. 4x6 POSTS �(,O' ,�'H For safety reasons,homeowners are strongly .= 2 Xb GGA ®I b O.G. 4' 1410E ENTRY STAIR encouraged to call as well when planning any 5. 2x6 TOP RAIL O W/ RAILING TO CODEtyp a of di U �� b. 2x4 MID RAIL v- gging on their property.Homeowners 2- 2 XIO (1) 4.0'X4.0' can contact us directly at 1-800-272-4480 or by GGA GIRDER B. MATERIALS TO BE USED(PLATFORMS,U.O.Na: BASE PLATFORM calling 811,the national call before you dig POSTS TO EXTEND (of-Oil I I 1. 2x6 FLOOR JOISTS number. For excavation work completed on BELOW UNDISTURBED I I 2 2. 2x6 DEGKIN6 personal property,it is the contractor's SOIL (MIN) ' I Qy 2. ALL HARDWARE TO BE 6ALVANIZED. responsibility--NOT the homeowner's-to contact Z I I C �U 3. ALL LUMBER TO BE GGA OR SIMILAR,U.O.N. ig et. Having utility lines marked prior to I I I I I 4 Xb GGA 4. SEE FILL, RE-VEGETATION AND TERRACING SEQUENCEdigging is free of charge. OF EVENTS Q A A AG A I I I I POSTS (TYP) NOTE-5(SEE DWG N0.2) BEAGH GGE55 JT AI R PLAN I I I L J I I I I FOR INFORMATION RE6ARDIN6: SCALE: N.T.S. PROP05M TYPICAL STONE REVETMENT,RE-VEGETATION AND TERRACING REQUIREMENTS, I ( I I I I SEE ELEVATION 'A',OW6 N0.2 PROPOSED 51TE PLAN,SCOPE AND EXTENT OF WORK, SEE DW6 No.l GONSTRUGTI ON DETAIL I I I I I I NOT TO 5GALE LJ I I I I 1 1 I I I I �j m NYS BU I LD I NO GORE a ° d) SECTION RR314 STAIRWAYS � N SECTION RR3145.5EGTION RR314.2 TREADS AND R15ER5. THE MAXIMUM +?.D' ±6' V R15ER HEIGHT SHALL BE 8-1/4 INCHES (20q MM) AND THE MINIMUM TREAD DEPTH SHALL BE cl INCHES (22q MM). THE R15ER HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN LEADING ED6E5 OF THE ADJACENT TREADS. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT �: < TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE PROP05ED NATIVE BUSHES TO BE JJ J !rL WALKING SURFACE OF TREADS AND LANDINGS OF A STAIRWAY SHALL BE I PLANTED WHERE INDICATED ON 1 X Z SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 46 UNITS HORIZONTAL ~I 4' WIDE ENTRY STAIR PARTIAL 51TE PLAN,SEE 5HT I O (2-PERGENT SLOPE). THE 6REATEST RISER HEIGHT WITHIN ANY FLIGHT OF �= o (REFER TO PLANTING SCHEDULE) ° Li STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/5 INCH (q.5 X < !� MM). THE 6REATE5T TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL w K_ I EXI5TIN6 50D/6RA% Z NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH M.5 MM). PLANTING TO REMAIN �1 IL L/LU d) SECTION RR315 ENTRY PLATFORM Q HANDRAILS SEE 'CONSTRUCTION DETAIL' FOR ADDITIONAL INFORMATION AND EL. 40.0' DIMENSIONAL REQUIREMENTS. (THIS DWG) 111 N, SECTION RR315.1 HANDRAILS. HANDRAILS HAVING MINIMUM AND MAXIMUM m HEIGHTS OF 34 INCHES AND 38 INCHES (864 MM AND c165 MM), 3 , RESPECTIVELY, MEASURED VERTICALLY FROM THE NOSING OF THE TREADS, SHALL BE PROVIDED ON AT LEAST ONE 51DE OF STAIRWAYS. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE 5TAIR5 WITH TWO OR MORE RISERS FROM A POINT DIRECTLY ABOVE (1) 4.0 ' LANDING / _ _ - F, 36.ol U THE TOP R15ER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST W BENCH R15ER OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN I NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1.5 INCHES (38 MM) BETWEEN EL. 34.0' ENGINEER: THE WALL AND THE HANDRAIL. SECTION RR315.2 HANDRAIL GRIP SIZE. ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT EL. 32.0' 't T. O 6RASPA5ILITY. (1) 4.0 x4.0 LANDING P (BEYOND) TYPE 1. HANDRAILS WITH A CIRCULAR GROSS SECTION SHALL HAVE AN I S `r �' � OUTSIDE DIAMETER OF AT LEAST 1-1/4 INCHES (32 MM) AND NOT v I EL. 30.0' r w GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL 15 NOT CIRCULAR IT z0 m Z SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES (102 MM) AND NOT GREATER THAN b-1/4 INCHES (160 MM) WITH A MAXIMUM CROSS ( ~ / EXISTING 6RADE SHOWN 2J' ?O SECTION DIMENSION OF 2-1/4 INCHES (57 MM). (POST SUPER STORM 'SANDY'). EL 28.0 c<`O 073493 P TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES (160 _ _ SEE DWS N0.2 FOR PROPOSED BLUFF gOFESSID� MM) SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH pC I ±10 / CREST REWORK EL. 26.0' SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A JEFFREY T. BUTLER, P.E. DISTANCE OF 3/4 INCH (Iq MM) MEASURED VERTICALLY FROM THE (1) 5.0'X6.0' LANDING W/BENCH TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST (BEYOND) \ / P E ' • • 5/I6 INGH (8 MM) WITHIN 7/8 INGH BELOW THE WIDEST PORTION OF THE F- O i- PRO 05ED RESTORED BLUFF FACE L. 24.0 Q J PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH ci SEE DWG N0.2 FOR PROPOSED BLUFF O (10 MM) TO A LEVEL THAT 15 NOT LESS THAN I-3/4 INCHE5 (45 MM) BELOW I I I RESTORATION ° O CA THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE ±�, u� ua : u� I" EL 22 0' ° _ '� HANDRAIL ABOVE THE RECE55 SHALL BE 1-1/4 INGHE5 (32 MM) TO A Q MAXIMUM OF 2-3/4 INCHES (70 MM). ED6E5 SHALL HAVE A MINIMUM � O l� RADIUS of O.OI INGH (0.25 MM). I I I U_ }- g' I I I Ex1sTIN6 6RADE SHOWN AT SEVERE 501L O /� ER05ION AREA (POST SUPER STORM 'SANDY'). EL. 20.0 N Z CQ C ENER�L NOTES STAIR POST AT REVETMENT i I I I SEE DW6 No.2 FOR RESTORATION [-i 3 � Q (SHOWN BEYOND): ( I.I I I EL. 18.0' °j i Z O m W I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE O I O I STAIR AND REVETMENT I LU z } SITE PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE CONTRACTOR SHALL r ''�. I I I � z � i HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE GOORDINATE RE6ARDIN6 STAIR I I I I EL. I6.0' r w 1J 1 O N � LL. WITH SAME. �. POST PLACEMENT PRIOR TO I '� U (, �/ LL 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM - ARMOR 5TONE INSTALLATION. - - FIRE PREVENTION AND BUILDING CODE AND ALL RULES AND 0 I p I I I It U N Z I ' i EL. 14.0 SECTION B O � Z ° REGULATIONS OF THE TOWN OF 50UTHOLD. II 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH ua c�z I V (1) 4.0'x4.0' PROP05ED BEACH STAIR z _ ° DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE O I O I T.D. PROP.STONE REVETMENT I ; _ PROFILE � p! O CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. SHOULD 0 EL. 12.D' (MAX) - BASE PLATFORM EL. 12.0' . _ :: O U Z - ::..w::..�, � SCALE:Y,. - I-0 � < � � m HE FAIL TO FOLLOW THIS PROCEDURE,AND CONTINUE WITH THE WORK, HE SHALL A55JME ALL RESPONSIBILITY AND LIABILITY AR151N6 THEREFROM. EL. 10.0' I „. 4. AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND ' `" EL. 10.0' - GRADING •=:r�i .r' -� . /. :� U_ BLEND INTO INTO EXISTING SLOPE. �;:-�'�; ,, Q (� � m ° 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM EL. b.0' Ir W SOIL PRESSURE OF 2 TONS PER SOFT. AND SHALL HAVE A MINIMUM OF `r � •_' . ✓. . . �. 6'-0" OF COVER,U.O.N. 4 b. OB16N TIMBER 5TRE55 - DOUGLAS FIR, NO. 2 GRADE FB = 825 .x. E Q a o Z P51, E = 1,200,000 P51. h.�!. PROPOSED REVETMENT STONES AT AND AROUND BEACH 7. DO NOT SCALE DRAWIN65. WRITTEN DIMEN51ON5 SUPERSEDE I » ' '''' ``;`'.„<�- * � Z �i=` " ` ,o a ACCESS STAIRS. PLACE SHAPE AND WORK ARMOR ° 56ALED DIMENSIONS. THE ENGINEER HAS NOT BEEN RETAINED FOR ON .,R, } SITE INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION. uRy� STONE TO CREATE 'STONE STEPS'. LAY STONES FROM B.O. EXIST. AND s;� . ti- �� PROP. BLUFF 6 EL. t3.6 - "* :: STAIR BASE PLATFORM TO 6RADE AT B.O. BLUFF (�L• ±4.0'). SHAPE SURROUNDING STONE TO HELP GUARD 8. ALL METAL J015T HANGERS AND OTHER METAL CONNECTORS HIGH TIDE OBSERVED o 0 0 0 :: ...... UNDISTURBED REQUIRED SHALL BE TECO CONNECTORS OR EQUAL AND SHALL BE I ON 05-Cat-14 r- ;.5 BEACH STAIR STRUCTURE FROM WAVE ACTION. CAPABLE OF HANDLING LOADS® CONNECTION POINTS. EL. 2.0 501L INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH i �( P A O E . LOW TIDE OBSERVED UNDISTURBED �':_: ; ;� MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. ON 05-02-14 � q. 5TAIR5 TO COMPLY WITH NEW YORK STATE BUILDING CODE. EL. 0.0' S01L 10. ALL LUMBER SHALL BE GGA NOr,U• FOR INFORMATION RE6ARDINS 11 ALL POST AND DECK HARDWARE SHALL BE HOT DIPPED 6ALVANIZED,U.O.N.. IN ACCORDANCE WITH ASTM A153. PROPOSED STONE REVETMENT 12. TREADS AND PLATFORM SURFACES TO BE BUILT WITH UNTREATED SEE SECTION 'A'ON DWG No.2 WOOD OR COMPOSITE MATERIAL. of 3