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HomeMy WebLinkAbout1000-82.-2-3.1 OFFICE LOCATION: �O��Of S0(/Ty010 MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) N G Q Telephone: 631 765-1938 Southold, NY 11971 • �O P O Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: June 28, 2018 Re: Local Waterfront Coastal Consistency Review for CUTCHOGUE 6213, LLC SCTM# 1000-82-2-3.1 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 action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided that: 1. In 2016, the Planning Board agreed to allow the 4'wide access path through the non- disturbance buffer on Lot 1 with the condition that Covenants and Restrictions are filed to memorialize this decision and describe the limitations of it for future landowners. 2. No existing rocks or boulders are used, moved or relocated on the beach. 3. Access to the site for construction is identified and agreed upon. Vegetative, non-structural measures are not capable of stabilizing the erosion of the bluff alone. Protection of the toe of the bluff using hardened structures is necessary. As time progresses sand loss in front of the structure may occur. Note, that the property to the east is before the Planning Board for a Conversation Subdivision. A site inspection revealed that the erosion on this property is also severe and the Planning Board has requested a bluff stabilization/erosion control plan. The request has been considered in this recommendation. 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: Damon Hagan, Assistant Town Attorney Town of Southold � 2018 LWRP CONSISTENCY ASSESSMENT FORM JUN A. INSTRUCTIONSsouthoidlown aonn Board p i 1, All applicants for permits* including Town of Southold agencies, shall c F 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 si nig ficant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 82 - 2 3.1 PROJECT NAME Cutchogue 6213,LLC The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 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) El (c) Permit, approval, license, certification: VN Nature and extent of action: Construct along eroding toe of bluff approximately 165 linear feet of stone revetment(to be tied into proposed revetment to east), including a westerly 10'angled return,consisting of approximately 3 to 5-ton stone placed over 50 to 100-1b core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 209 cubic yards of sand renourishment(including approximately 169 cy of on-site material excavated from toe of bluff for revetment installation and approximately 40 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings;and establish a 4'x+/-64'wood chip path to bluff crest through 50'wide non-disturbance buffer,all as depicted and further described on the engineering plan prepared by Jeffrey T. Butler,P.E.,P.C.,last dated June 8,2018. c Location of action: 6213 Oregon Road,Cutchogue Site acreage: 82,061 s.f. Present land use: Developed-Residential Present zoning classification: R-80 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Cutchogue 6213,LLC;c/o Stephanie Guilpin,Managing Member (b) Mailing address: 331 West 84th Street,#4 New York,NY 10024 (c) Telephone number: Area Code 212-580-6502 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No❑ If yes, which state or federal agency? NYS DEC Tidal Wetlands C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III- Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable 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 Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. 'See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑Yes ❑ No ® Not Applicable 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 See attached narrative addressing Chapter 275,Chapter 111 and Local Waterfront Revitalization Program Policy No.4. 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 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 c Narrative Addressing Chapter 275, Chapter 111, and Local Waterfront Revitalization Program Policy No. 4 for CUTCHOGUE 6213, LLC 6213 OREGON ROAD, CUTCHOGUE,NY SCTM#1000-82-2-3.1 Pursuant to the requirements of the covenanted conditions of approval of the "Clustered Conservation Subdivision of Oregon Landing II," Town Wetlands Permit 8410 and Coastal Erosion Management Permits 8410C were issued in 2014 to authorize implementation of an erosion control and revegetation plan for the face of the bluff. Consistent with those approvals, the bluff face was planted with Cape American beach grass (as was required for a Certificate of Occupancy to be issued for the property), but the authorized bluff terraces were not installed. Since that time, erosion of the bluff toe and bluff face has continued and most of the beach grass plantings have failed and been lost to erosion. Therefore, to protect against the installation and subsequent loss of the bluff terraces, the applicant is proposing to remediate the ongoing bluff erosion with a revised design plan that incorporates toe stabilization and seeks to simultaneously stabilize the toe and face of the bluff with a combination of structural or"hard"toe stabilization and both structural (terraces) and"soft" sand and vegetative bluff face renourishment, all in accordance with the generally accepted eroding bluff stabilization practices recommended by the USDA Natural Resources Conservation Service. Specifically, a stone revetment is proposed to stabilize the toe of the bluff, which will occur first. Then the bluff face can be stabilized with terracing and renourished with sand and planted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. The existing non-disturbance buffer . adjacent to the top of the bluff will be maintained and left undisturbed. Pursuant to principles set forth by Section 275-11(B)(l)(b), the proposed stone revetment is proposed in an area,suffering from extreme erosion. Consistent with Section 275- 11(B)(1)(b), Section 111-15, and Policy 4 of the LWRP, the revetment will be installed with a sloped face and angled returns and will be placed along the existing bluff toe to avoid encroaching on the beach seaward of the existing bluff, causing a measurable increase in erosion at the site or adjacent properties, or resulting in any other adverse impacts on adjacent properties or natural coastal processes and resources. Further pursuant to Section 111-15, the purpose of the proposed structure and integrated erosion control remediation plan is to stem the continued denuding and loss of the bluff, which is the property's natural protective feature; and the design is engineered in accordance with generally accepted engineering principles and is likely to control long-term bluff erosion at the site through long-term maintenance and its intended ability to withstand inundation, wave impacts, weathering and other effects of storm conditions for a minimum of 30 years. Page 1 of 2 The project is further consistent with Policy 4 of the LWRP because the structure is being proposed only where 1)non-structural, vegetative means alone have already been demonstrated to be in sufficient at stemming the advanced and ongoing bottom-up bluff erosion at this site; 2)the natural protective feature, i.e., the bluff, cannot be effectively enhanced without effective stabilization at its toe, as evidenced by the short-term loss of the recently planted beach grass; 3) a hard structure is the only design consideration that can practicably and effectively provide such toe stabilization; 4)the proposed structure has been limited to the minimal scale necessary to effectively stem the erosional trend and is based on sound engineering practices; 5)vegetative restoration and enhancement is and will remain part of the long-term remediation plan design; and 6)there will be no significant direct or indirect costs incurred by the public as a result of the project. Ultimately, the goal of the project is to stabilize, restore, and enhance the natural protective feature of the property for the purpose of minimizing the loss of structures and natural resources from erosion, which is consistent with the relevant permit standards set forth in Chapters 275 and 111 and with the goals of Policy 4 of the LWRP. Page 2 of 2 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 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 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 The proposed revetment will be installed along the existing toe of bluff and above spring high water associated with Long Island Sound and will in no way inhibit or prevent public access along the beach. Attach additional sheets if necessary WORKING COAST POLICIES R . Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable 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 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 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 PREPARED BY TITLE Coastal Mgmt. specialist DATE7une 14,2018 Robert E. e nn Amended on 811105 CUTCHOGUE 6213,LLC,6213 OREGON ROAD,CUTCHOGUE mow. • `t.♦ �`�K� � ^�� 4 yi .\ ",t�m.••���4.Y.� �,y,� ~\��..t.•h\"��Y�"•i-i'"'�t'�'{`i �{ ^a � _ :s�,,,1�� _ _ i� •Ey-; � _ •"-a.}e -^v,-i,-«ten •• "•� •• ,'-~._iAy- - --a :.�>s:;� �_��� F' - :tom - bc.``�"•`^a.�-�,• $ i. d�'Q -'� _ s Yh`' .. '�@.i wFF. Fes,�• _ .M •o' -lT+ - Figure 1. Looking southwest at eroding bluff and location of proposed rock revetment to be installed along toe of bluff. 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':'t:'°�.,�`'' ,i:•4;1q;.'�q''T'�s3 t.�" - a.''.:�':':��.'7�i::,h t:,"r.� .•.`.'@*'w-.r_, .ti•e? 'u•.'� -- L�`.�.}�`.:�'+t ';,�. .._n'.� Figure 3. Looking south from Long Island Sound toward bluff face to be renourished and revegetated above proposed rock revetment to be installed along toe of bluff. Me LA �,�L� xifnW A41 1e y LW FOR PCL NO cb SEE SEC NO FORPCL NO SEE SEC N / 09501-009 FOR ML NO SEE SEC NO 09501-0053/ spry IM. 4 M 1 3 2 1A 14 FOR FCL NO FOR PCL NO SEE SEC NO s[E;E' �l=2 SEE SEC No 052 MATCH UNE 2 SEE SEC NOM SEESEC-NO M 9 sorrow SEGnON NO NOTtCE COUNTY OF SUFFOLK Cy E L Re eryice Agen y (21) al Property Tax S 82 E D m G —————— 1. Z. E A Ws aIR-NO 1000 PROPERTY MAP N SURVEY OF LOTS 1 , 2 , 3 & 4 MAP OF OREGON LANDING II FILE No. 11457 FILED OCTOBER 30, 2006 SITUATE CUTCHOGUE TOWN OF SOUTHOLD . SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-82-02-3. 1 S.C. TAX No. 1000-82-02-3.2 S.C. TAX No. 1000-82-02-3.3 S.C. TAX No. 1000-82-02-3.4 SCALE 1 "=40' OCTOBER 25, 2010 JUNE 23, 2011 ADDED ADDITIONAL TOPOGRAPHY JANUARY 5, 2012 MARKOUT CLEARING LIMITS & 100' BLUFF SETBACK FEBRUARY 8, 2012 STAKE HOUSE FOUNDATIONS & WELLS MARCH 14, 2012 FOUNDATION LOCATION EAST BUILDING MAY 18, 2012 STAKE GARAGE & FOUNDATION LOCATION WEST BUILDING OCTOBER 19, 2013 TOPO OF BLUFF iIv DECEMBER 4, 2013 FINAL SURVEY ON LOTS 1 & 2 b MARCH 7, 2014 REVISED GARAGE �b APRIL 13, 2014 STAKE PROP. STAIRS AND PARKING AREA OCTOBER 8, 2015 ADD EASEMENT JANUARY 28, 2016 REVISE NOTES b, "'� DECEMBER 16, 2017 REVISE NOTES a � '��°�• ///�/��� /���// ///////'� �-^�\\ I / / AREA DATA AREA DATA FOR LOT 2 r.. I I I/ / I I // / \8 LOT 1 82,061 s ft. 187,816 sq. ft. }� 1000-82-02-3.1 1.884 ac. TOTAL AREA 4.312 ac. LOT 2 187 816 s ft. RIGHTS OF WAYS 112,904 sq. ft. //////i // //�/ ///// ;:.:r,.: ',� // }\ \ \ \ � •\ l I / I 1000-82-02-3.2 4.312 ac. AREA 2.592 ac. 10 LOT 3 51+485 sq. AREA LESS + q ft. 74 912 s ft. "N\ \ \\ / I I I \A 1000-82-02-3.3 1.182ac. RIGHTS OF WAYS 1.720 ac. .... \ \\ \\ \ } / /� o LOT 4 54 007 s ft. �i FIA \\ \ \ \ / I I \s q- 1000-82-02-3.4 1.240 ac. / // \\ } \ I 1 ./ I I I 1 / // /' ::::.::: I / /-\\ 375 369 s ft. � /'� �-/// / //// / / \ I I /� } ► TOTAL q• / 1p� i ' '/ / , �J I }I- " �'18.618 ac. BEACH ACCESS EASEMENT :::.:. / / //� / / / // \ I I S6 �\� /iiiii i/ice/i/���- �•i'iii// ///i//,/ /� I .'' .......� /// / / / /�, // / \vl � NOTES: 1::10'. 1. ELEVATIONS ARE REFERENCED TO NGVD 1929 DATUM //, � � I EXISTING ELEVATIONS ARE SHOWN THUS: �.o //ii/i/ / �C / 'I' \ / 1 F \ ( EXISTING CONTOUR LINES ARE SHOWN THUS: ---58---- u "I , 12 / 13 I 56 P. ` / \\% FLAG \ - _ ..... : :`... . G P .':..... S \ \ 458 3 /' BLUEF ' / COURSES AND DISTANCES FOR SEPTIC SYSTEM & WELL BEACH ACCESS EASEMENT s?8 � __ __-__ o ' G �F'� TIE MEASUREMENTS LOT 2 (AS DESCRIBED IN DEED LIBER 12910 PAGE 826) gg 0o c'\....... 60.8" �g55�O% v yam'/hF�G� �a' \ LOT 2 \:::::::. !/ c��\�GF'P�� HOUSE HOUSE HOUSE / \ / a `: F,�'\pSG' CORNER QA CORNER[@] CORNER© 0 S 58'03'35" W 10.01' 1000-E32-02-3.2 SEPTIC TANK COVER 51.0' 48.0' 2❑ N 34'44'10++ W 182.57 LEACHING POOL / x ' \k COVER 57.0' 60.5' 3❑ N 79'44'10" W 45.13' 100' �" \ ::: : :.: is \ p0 �` / APs WELL 119' 105' ® S 85'25'32" W 60.00' /N 0 \ \ _ M B �� �� / \ 62.4 ✓BLU E G / \ (TYR) ��/ ON PATIO °• 0" \ O /' `\ A O 24.7' . :.':::. " + ' X-- s / CO AAus % // \\ 46 ❑ POLI EO oR'::::. :. 5❑ N 34'44'10 W 28.30 EPS !G� ROOF D` / ,\.\ ro INGROUND POOL DECK/ \ 7' N N 05'06'09" E 82.20' z. 0IQ ROOF OVER © 24.7• A \% ��j5 7❑ N 34-44'10" W 117.28 HOUSE ,\ / WOOD D WOOD DECK % \ 2 STO�P FOUNDnnoN F \ 9 � G p� y N \ I o� �\ Gj ® N 54'53'12" E 15.00' s2.2 s EL. x \ 7.5' r �'GN �O A 43.4' \ r��`" / lfj 9 S 34.44'10" E 115.02' .. 31.7• OOF OVER % !�L ` R` `` OR F^0�{ W c^ � c::•:.:.:: o\i< e WEPS aWOOD DaCKggye \,\ ms`s �O�F� t���ckN �� N •� 10 S 05'06'09" W 89.99' \ �� v..° oN?� ��plrP�k R�OEAS ��� \.\ `��°�,�c \ °l�v��c� ) t� • n o / 11 S 34'44'10" E 18.92' sr Gr R g�e C10 \ \ / \ �' e 1 yb G�G�1, QAC \\ \ Z e /��G 12 N 85'25'32" E 55.55' 13 S 79'44.10" E 50.47' .\ ,\ \ I oy \ S 34-44'10" E 187.27' SEPTIC SYSTEM & WELL TIE MEASUREMENTS LOT 1 °c m��AA G� HOUSE GARAGE HOUSE CORNER NA CORNER jd CORNER CCLEAN OVER OUT 62.5' 29.0' SOS SEPTIC TANK \ / •0 COVER 100.0' 27.0' •0 LEACHING POOL LOT/'/1 COVER 1 1 15.5' 40.0' \ �° / / �� S LEACHING POOL 128.0 44.0' \`\ '�c°P 10 OD'8 2-0 2-3.1 G�"�`' ���• `r COVER 2 •\ /• WELL 46.5' 19. \ a / i `meg<P T70 3r \ \t1 3F. �. , �• 3r �'• s 3r J 10 o cS0 /o i 4/ /' F \ \ oo'GC, \ v' < SCJ \ ASG\ \ \ \ LOT 3 \ 4 \ \ \ \, LOT 4 \\ 10ag-82-02-3.3 1000-82-02-3.4 ,9LQ \\ > \ i 6 Sys• •\ i/' v' '\GJCJ \ / Q DoE --- , s 6 5� OJ S I it r I! i JUN 152018 � I 0.s ° PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L..I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. P's co etc `'• T.^. c ,_N 1 N.Y.S. Lic. No. 50467 - UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72OF THE NEW YORK STATE Nathan Taft Corrin III EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: StanleyJ. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND s - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND Title Surveys Y TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SEE PARTIAL SITE PLAN FOR 51TE PLAN BASED ON OR16INAL SURVEY BY: APPLICANT/OWNER: BILL OF MATERIAL: AREA OF 015TURBANCE: o o WORK IN THIS AREA NATHAN TAFT GORWIN,LAND SURVEYOR GUTGHO6UE 6213 LLC, cv 'ON 51TE' FILL ACQUIRED FROM PROP05EP HORK Q BEACH AGGE55 EASEMENT 1586 MAIN ROAD CUTCHOOUE 6281 LLC, GIUANTITIE5 RESERVED FROM: LOT NO.I: _+10,q11 50.FT. 40 15' WIDE ® BLUFF FACE TO JAMESPORT,NY 116141 GUTGHOCUE 6278 LLC, Q LOT N0.2: 15,572 50.FT. SURVEYED: OCT. 25 2010 GUTCHOGUE 6204 LLC EXCAVATION FOR REVETMENT® B 0 BLUFF = ±338 GU.YDS ± 7, 50 ACCOMMODATE WOOD STAIR LOT #2 TOTAL ESTIMATED RESERVED ON 51TE FILL = t338 GU.YDS Aff 0 LAST UPDATED: DEC. 16,2017 331 WEST 84th STREET � O BEACH AGGE55 EASEMENT AREA LE55 R.O.W: DATUM. NAVD Ig2q NEW YORK,N.Y. 10024 �, 0 Of NFW YX CI1Y �'�� T P F 10' WIDE ® WALKING PATH 1432%.FT. = 1.12 ACRES AM: M5.5TEPHANIE GUILPIN 0�0 `���h FILL QUANTITIES: &LONG 15LANn Q o o AREA WITH RO.W.: NSE MATERIAL TO BE AGGIUIRED FROM 'ON 51TE' EXCAVATION FOR BOO-212-x-480 VII Q� ;� � `� "/ BL`UFF $4 8°447oy � 181816 SOFT. = 4.312 ACRES � � PROP05ED REVETMENT,5UPPLIMENT WITH FILL PURCHA5EO AND TRUCKED IN LEGEND: E FROM AN APPROVED UPLAND SOURCE. °`nm / . I - ` ` 0� PROPERTY LINE www.dignetnycli.com Q i � $ I. REQUIRED FILL FOR: + BEACH AGGE55 R.O.W. (for other orwwotherstates)811.com LOT 2 BLUFF RESTORATION = -214 CU YO5. J ` OT I BUFF RESTORATION = ±208 QUIDS. --------------- � �--- � c� �9 L ±423 GU.YDS. OB..EGT TO BE REMOVED By law, excavators and contractors � ry / FF �° TL FILL REQUIRED: working in the five boroughs of New York �m X00 ���� „4 fi 5 SITE LOCATION 9p Q EXISTING BUILDING City and Nassau and Suffolk Counties on Z� _� �� �� j ' P sow 7) BLNO UFF AREA TO BE RE-NOURI5HED NOTED LAND LINES — -- — • Long Island must contact DigNet, o Jb Ex WITH APPROXIMATELY ±423 CU.YD5. OF GLEAN SANDY FILL 1-800-272 4480 or 811,at least 48 hours �/ °go°0 / 3 4 ,� ON TO RESTORE BLUFFS SURFACE ELEVATION. USE RESERVED FILL FOR — . . — but no more than 10 working days 0, 3 ��" o pO644%p" YD NOTED WATER LINES INITIAL RE-NOURISHMENT(±338 GU.YDS). ADDITIONAL FILL WILL BE (excluding weekends and legal holidays) ti �� / 4°?/2�„ �Y O 9 REQUIRED TO ATTAIN PROPOSED GRADES(APPROXIMATELY $5 COASTAL EROSION - — — — — — — — - prior to beginning any mechanized digging �p / �a� E 461,5 ; LOT#3 D HAZARD LINE or excavation work to ensure underground 4t 4 /�� EX. 9$.p h m AREA = 51,488 50.FT. CU.YD5). PURCHASED FILL MUST BE TRUCKED IN FROM AN APPROVED lines are marked. Excavators and � /s l �Y o � DwL6 Ex. = 1.182 ACRES �' UPLAND SOURCE. THIS PROP05AL RE5ERVE5 THE RIGHT TO ACQUIRE EXI5TIN6 CONTOUR 6�� contractors can also submit locate // jty GAR ° MATERIAL FOR THIS PURPOSE. ALL FILL USED SEAWAIRDOFTOP OFBLUFF requests online,through ITIC.If you do not o o Q N MUST BE CLEAN AND OF BEACH COMPATIBLE GRAIN SIZE TO EXISTING SAND PROP05ED STONE currently use ITIC, please call �� 1p 0 ��N/R -' FOUND ON SITE AND MUST BE PURCHASED FROM AN APPROVED UPLAND SITE. REVETMENT 1-800-524-7603 for more information. v C�SK� STONE QUANTITIES: SHAPED STONE ® o 0 0 o For safety reasons,homeowners are N ��'ry LAND BETWEEN THE TOP AND 33° m m ^) BEACH ACCESS STEPS STONE strongly encouraged to call as well when 58 h m -_,p 3 TO 5 TON ARMOR STONE _ ±1,500 TONS g BOTTOM OF BLUFF 15 �" m °O LOT#4 50-100 LBS,GORE STONE _ ±454 CU.YD5 ABOVE planning any type of digging on their SLOPED GREATER THAN 15% W °"� ca A = 54,001 FT. NOTE: FILTER FABRIC AS,NEEDED EXISTING SPOT ELEV. x6.0 GRADE property. Homeowners can contact us So��3� LOGATI Oil MAP: directly at 1-800-272-4480 or by calling - 1240 AG UTILITY POLE 811,the national call before you dig LOT#I NOT TO SCALE HOOD CHIP QUANTITY: number. For excavation work completed on USE FOR WOOD CHIP PATH TO PROPOSED BEACH AGGE55 STAIR personal property, it is the contractors AREA = 82,061 SG.FT. TBR = TO BE REMOVED = 1.884 AGRE5 may' NOTE: MAGHINERY ACCESS FOR PROP05ED BEACH ACCESS STAIR CONSTRUCTION 15 SEE DETAIL,THI5 DWG responsibility--NOT the homeowner's-to o " PROPOSED FROM DUCK POND ROAD(EXISTING BEACH AGGE55 ROAD) LOT N0.1 5 GU.YD5. ei = ELEVATION contact DigNet. Having utility lines marked 1Z �0 LOT No.2 32 GU.YD5. prior to digging is free of charge. ANTIN- AREA: PROPOSED P L G OVERALL MHP PLANT BLUFF FADE WITH NATIVE VEGETATION, INCLUDING BUT NOT LIMITED TO BLUFF STABILIZATION, RENOURISHMENT BEACH 6RA55 AND SWITCH 6RA55 APPROXIMATE .�' AND BEACH AGGE55 STAIR PLAN: LOT 2 (BLUFF PLANTING) _ ±4,818 50.FT. ____ - - SITUATE AT: DATUM NOTES: LOT I (BLUFF PLANTING = t10 IS 50.FT. l 00 50 0 l 00 200 300 400 500 ^° OREGON ROAD,CUTGH06UE I.ELEVATIONS ARE REFERENCED TO N.6.VD.1924 DATUM TL AREA OF TERRACING REGUIRE:D: ±Iq,836 50.FT. ry 0 S 34° 6RAPHIG SCALE I" = loo'-o" 4 -1 TOWN OF SOUTHOLD EASTIN6 ELEVATIOf5 ARE SWM TR6, tQQ NOTE: THE AMOUNT OF RE-VEGETATION WILL BE LE55)~NED BY THE AREA °gym O 44� F Q/ SUFFOLK COUNTY,NEW YORK exIsr�r�coNrouR u10 ARE sHowr rs�s: S.C.T.M.No.: 1000-82-02-3.1 AND 3.2 to -- 12 OCCUPIED BY ESTABLISHED,STABLE EXISTING VEGETATION / //S 02, O USE: R-51DENTIAL TERRAG G G IN ON BLUFF FACE �NI� o N z U) ry 15 REGUIRED FOR THE PURP05E OF STABILIZING DISTURBED 501L AND TO N 4 AREA DATA AREA DATA FOR LOT 2 REDUCE ER05ION o LOT 2 (BLUFF STABILIZATION) = ±8,220 LINFT. ay /'Y ` LOT I 82,061 5q•. ft. TOTAL AREA 181416 sq. ft. OT I (BLUFF STABILIZATION)) = t8132 LINFT. "' //��8, S 1000-82-02-3.1 1.884 ac. 4.312 ,ac. TL AREA OF TERRA(IN6 REQUIRED: ±16,852 LINFT. h/ '` ` Os COUR5E5 AND DISTANCES FOR LOT 2 181,816 sq. ft. RIGHTS, OF WAYS 112,gO4 5q. ft. a fY BEACH AGGE55 EASEMENT O �� 142 ). \ 6, (A5 DE56RIBED IN DEED LIBER 126110 PA6E 826) 1000-82-02-32 4.312 ac. AREA 2542 ac. PROP05ED 10 L.F. RETURN: I 44 y O o PC �� S AREA LE55 �F PROP.BEACH AGGE-55 STAIR: 46 O \ 9: .�A pr'1 -� 34° 14,412 561. ft. W GONSTRUGTION REQUIREMENTS SIMILAR TO \0 :.,,, .... , PROP05W STONE REVETMENT,FOR 4'W x ±16'LG WOOD BEACH AGGE55 STAIR,__ 46 �`° ry �r� � � O'�F X Z CQ c�0 44/ R16HT5 OF WAYS 1.120 ac. INCLUSIVE OF ENTRY STEPS (1) ENTRY 50 6, \ �. i r'' INFORMATION SEE ELEVATION ON DWG.No.3 � :; „ ya � '�•;� O `� PLATFORM W/BENGH ,(5) LANDINGS - (3) W/ :::: S 34 6' BEH AND 4' WIDE x ±6 L6 5TAIR TO BASE 52 09, °A���O N 34 4 :':.. � ` CD 54 ST t9�r 44' �, PLATFORM. SEE DWG No.2 FOR INFORMATION 9 �3 /0 `> MM . /O �j C� AS, ky( NATURAL WOOD CHIPS, w O = - A °mss L 56 \. 9 °'� W m ..'..'..'........' . 2 toy �, -� \ �� �.:.� fY �0 i ,, v' EX15TING BEACH AGGE55 EASEMENT: - � '�.a EXISTING 501E BASE NNDISTURBED SAND) � 5-34°44 " � r, 1�'L PF.fR SURVEY DATED 10-25-2010,UPDATED ON 12-16-2011 O F °/1"J 0 BY'NATHAN TAFT CORWIN,LAND SURVEYOR LO�1C l SL,�1�D vp oc RI(6FfT OF WAY: 3 h AREA R.O.H. = 112,404 S.F.(2542 AC) SOUND W W x N 3 ° BEAGH AGGESS EASEMENT\ � S 58°03'35" w OF e(��F 44/0,�..... 10.01 MATERIAL SECTION BEACH AGGE55 PATHS g PROPOSED PEDE5TRIAN AGGE55 PATH: _ (MINIMUM THICKNESS) PROP05ED REVETMENT APED AND WORKED TO OREA5HALL BE PLACED, y "30' Py 4' WIDE x±4115 L6 PATH TO BE CLEARED TE STONE STEP ° W W A WITHIN 10'/15'WIDE RIGHT-OF-WAY =-- -- RAL 6" FOR BEACH ACCESS, INSTALL SURROUNDING STONE h/� 30 15 O 30 60 / WOOD CHIPS IN A MANNER THAT WILL GUARD WOODEN BEACH Q ° 2 a. oo (NOTE: PATH LENGTH MEASURED 0 CENTER LINE OF 6RAPHIG SCALE I" 30' STAIR STRUCTURE FROM HAVE ACTION. (y' o �o� 4 4 54 RIGHT OF WAY UNLESS OTHERW15E SHOWN) = -j 501E BASE - ENGITtEER: d NNDISTURBED SAND) 01 N� o 10' WIDE BEACH AGGE55 y ». EASEMENT(THIS LOCA 6 TYP I GAL BEAGH �� Y T. Q'�� Q.E � ;• a y W oo• 1 . �^ PROP. 4' W. WOOD CHIP WALKING * F9 W .�� W y - .:..�, ��� ..-. ..:::a �- AGGE55 PATH SECT)Oil PROP05ED ±330 LF o �, PATH,SEE SECTION(THIS DWG) ' ;k , W �l W = . T `: .;:: �11y / NOT To SCALE y ,z STONE REVETMENT �.� � � J ° f o -- • - Io'/ 15' WIDE � (P (±310 LF PLUS 2 - ±Io LF RETURNS) w m y y o� a / F Cr FOR TYPICAL ELEVATION Y , EASEMENT \ Q ��� :::.`: �o / 3 493 �:::` BEACH AGGE55. O SEE SECTION 'B', DWG. NO3 ° mv ° / • • .. by 8 0 : PROPOSED WORK SUMMARY BLUE FLAG Fssto P CONSTRUCT PROPOSED 4 WIDE x t76 L6 BEACH AGGE55 STAIR WITH REVETMENT STONE (TYPICAL) 6 v e� / W ��°/ STEPS TO B.O. BLUFF. INSTALL WITHIN BEACH AGGE55 EASEMENT. CLEAR AREA 4' WIDE x JEFFREY T. BUTLER, P.E. J -415 L.F. FOR WOOD CHIP PATH (WITHIN ACCESS EASEMENT) TO PROPOSED BEACH STAIR (LOT 2) AND CLEAR AREA 4 WIDE x ±64 L.F. WOOD CHIP PATH (LOT I). CONSTRUCT 1330 O O PROP05ED ° �° ho�� / 32S2 �� `�'% �` L.F. STONE REVETMENT (±310 L.F. PLUS 2 - ±10 L.F. RETURNS). STABILIZE AND RENOUR15H O RE-VEGETATION: y W y EXISTING _ / BLUFF FACE BY WAY OF GRADING, TERRAGIN6, FILLING AND PLANTING (LOTS I AND 2) . Z . . PROVIDE PLANTING PER PLANTING q DWELLING ED SCHEDULE,SEE FILL,RE-VE6ETATION gym. ROP05ED BLUFF 5TABILIZATION: ExlSr, e °pm o�° /�� O �5 ~ AND TERRACING SEGUENCE OF - y GRADE,TERRACE,FILL AND RE-VEGETATE oa ��° WD DECK rl� op �0 $7' SGCPE OF WORK: %Z LL EVENT'S NOTES,TYP.LOTS I AND 2 j �' PER 5ECT10N 'A'(5EE DWG N0.3) h� / AQP `n / 9,�3 n QI - O (� (5EE DWG No3) J W SEE BILL OF MATERIALS FOR AREAS AND �,�° / = s I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF AREA O N O )- m J FILL GUANTITIE5(THIS DWG) ��`�� EX15T. / RF OVR DECK4, OF WORK OR TO ADJACENT PROPERTIES. I 1`_� — z O }. Q 3 ° b� POOL ` 2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ll!0 m } 4 + < ANY WORK. m Q 2. SEE FILL AND COMPACTION NOTES PRIOR TO ANY SITE WORK. 1- --I O -. Z 0 y y 310- kv 10005 BLUFF 7,C) 3CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIE / EXIST. 5 -F . OLD PRIOR TO �i Q' O Vm m O EXCAVATION. STAIR AND REVETMENT CONTRACTOR SHALL ? NO WD DECK °O O. COORDINATE REGARDING STONE / STAIR P05T LOCATION. V � ,L �bz / 4. ALL DEBRIS FOUND ON BLUFF FACE SHALL BE REMOVED PRIOR w N W PROP05ED TERRACING: S 3 /0 TO THE START OF CONSTRUCTION F- U O p �w•/ / y W y PROVIDE TERRACING PER TERRACING SCHEDULE, bj 4° 4 A. REMOVE CONSTRUCTION DEBRIS AND THE LIKE FOUND U 1 O SEE TIMBER TERRACE RETAINING WALL AND / $ .� / ABOVE GRADE. Q1 N � O LOT #2 6 O g PLANTING DETAIL,RE-VEGETATION AND TERRACING IMIT F HIDE / E3. REMOVE ALL UPROOTED DEAD VEGETATION. DEAD W Z 5EGUENGE OF EVENTS NOTES(5EE DWG N05) AREA LESS R.O.W. = 74,812 S.F. (1.720 AG) VEGETATION SHALL BE OUT AT GRADE, LEAVE ROOTS 0- Q # o , NON-D15TURBANGE BUFFER: Q q} W TYPICAL LOTS I AND 2 +'0� LANDWARD OF TOP OF BLUFF AREA W/ R.O.W. = 187,816 S.F. (4.312 AG) h BELOW GRADE. V U - Q G. HAUL DEBRIS AWAY TO APPROVED UPLAND SITE. W °omo F �� W � Ov O S cv b% \ �,0 ry \Om 5. CLEAR AREA 4' WIDE x ±64' L.F. FOR PROPOSED WOOD CHIP Z O u- S z� s PROP.41q. W0015CHIP WALKING / a �� J 62 PATH,*4 LF(±251 5F) / °rr \ r 0� PATH. Q a�� \ SEE SECTION (THIS DWG) / 4o` a / T 2: O Z BLUE FLAG C w LOT #5 I \ `3'�- l\ 3 ° AREA = 51,485 50.FT. Co. INSTALL PROPOSED ±76 FT. LONG BEACH ACCESS STAIRS, SEE } a CQ Ex. (TYPICAL) ��`� LOT #I 461$, 3 .S �//8" =1.182 ACRES DWG. No.2 FOR LAYOUT, CONSTRUCTION REQUIREMENTS AND Z O Q 4 W moi/ GATE EXISTING = 0/ ry •p3, 50OPE OF WORK. O 220 , 0 \ AREA 82,061 50.FT. 7. CLEAR AREA 4' WIDE x ±415' L.F. FOR PROPOSED WOOD G IP._, 7 C DWELLING _ - 1.884 ACRES 49 S PATH WITHIN THE 10' / 15 PEDESTRIAN EASEMENT TO THE �, . o ah PROPOSED BEACH AGGE55 STAIR. • - -- " F v81 6- JUN 1 211 I / / 10 �%o �`� GARAGE "' m� M 3 ° 3�S"W LOTS I AND 2• I 0 / ` � 2e PARTIAL SITE 'L�4N m 2//g o/ O L.F. /' o �� __ o . CONSTRUCT PROPOSED -330 L.F. ARMOR STONE WALL (±31 i0 /p PLUS 2 - 10 L.F. RETURNS) SEE DWG No.3 FOR LAYOUT PROPOSED 10 L.F. RETURN: m �� h� / !� $ O o/ LOT #4 g. SEE DRAWING No.3 FOR BLUFF RESTORATION REQUIREMENT 0 3 4 - _ CONSTRUCTION REQUIREMENTS AND SCOPE OF WORK. Lw_r.._.. ! CONSTRUCTION REQUIREMENTS SIMILAR TO `c �n°'�ro `� .3° � �°�rYo Ill 10. 5 � �i �� � PROP05ED STONE REVETMENT,FOR 83��, +�j 6 10. 5EE DRAWING No.3 FOR BLUFF RENOURISHMENT AND S INFORMATION SEE ELEVATION ON DWG. No.3 / 30 15 0 30 6o ao AREA = 54,001 50.FT. /�/ �0��0 6RAPHIG 5GALE I. = 30'-0" 0 =1240 ACRES REVEGETATION. NYS REST DENT(ASL CODE I RG 2015 SCOPE OF WORK 0 BEAGH AGGESS STAIRS AND WOOD CHIP PATH: 4 5EGTION RR314-STAIRWAYS \� I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF AREA OF WORK OR TO o 0 SECTION RR314.5.5EGTION RR3142 TREADS AND RISERS.THE MAXIMUM RI5ER HEIGHT SHALL BE I PROPOSED STONE STEPS TO BEACH (U 4'X5.6' LANDING W/BENCH (I) 4'x4' LANDING 8-I/4 INCHES(20q MM)AND THE MINIMUM TREAD DEPTH SHALL BE q INCHES(22q MM). THE 7 ` ADJACENT PROPERTIES. N RISER HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT +-16� 2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY WORK. TREADS.THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL �+ 4'x5.6' LANDING W/BENCH \ �-�- �, PLANES OF THE FOREM05T PROJECTION OF ADJACENT TREADS AND AT A RIGHT AN61 F TO THE TREAD'S LEADING EDGE. THE WALKING SURFACE OF TREAD5 AND LANDIN65 OFA 5.6' ±IT 5.6' ±14' 4.0' ±20' l.0' ±3' � STAIRWAY SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL � � 3. CLEAR AREA 4' WIDE x ±64' L.F. FOR PROPOSED WOOD CHIP PATH. � (2-PERGENT SLOPE). THE GREATEST RI5ER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT + v LINE OF BEACH ACCESS RIGHT OF WAY T 2: ~ EXCEED THE SMALLEST BY MORE THAN 3/8 INCH(qS MM).THE GREATE5T TREAD DEPTH WITHIN - - - - - 1- - - �- - - ANY FLIGHT OF 5TAIR5 SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/6 INCH(q5 MM). - - - - - - 4. CONSTRUCT A SET OF STAIRS APPROXIMATELY ±16' LONG WITH (1) 4'Wx±3' L6 S ±2f ENTRY STAIR,(I) 5.6'x7' ENTRY PLATFORM W/BENCH,4'Wx±20' L6 STAIR,(I) 4'x4' SECTION RR315-HANDRAILS z 4 o i z o o LANDING,(U 4'Wx11.1' L6 STAIR,(I) 4'x5.6' LANDING W/BENCH,(I) 4'Wx118' L6 LU _j "tI o LU `� 1 o STAIR,(1) 4'x4' LANDING,(I) 4'WxI.T STAIR, (1) 4x5.6' LANDING W/BENCH,(1) 4'WxIT UM o SECTION RR315.I HANDRAILS.HANDRAILS HAVING MINIMUM AND MAXIMHEI6HT5 OF 34 INCHES V I m N L6 STAIR,(I) 4'X5.6' LANDING W BENCH, AND 3& INGHE5(864 MM AND%5 MM),RESPECTIVELY,MEASURED VERTICALLY FROM THE NOSING OF THE TREADS,SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS. ALL 14xt58 L6 STAIR,(I) 4X4 BASE REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE 5TAIR5 WITH TWO OR F r- BENGH PLATFORM AND ARMOR STONE 5TEP5 TO BEACH. MORE RISERS FROM A POINT DIRECTLY ABOVE THE TOP RISfrR OF A FLIGHT TO A POINT 4' WIDE STAIR W/ A. MATERIALS eE -5 USED (STAIR): DIRECTLY ABOVE THE LOWEST RI5ER OF TIE FLIGHT.EN05 SHALL BE RETURNED OR SHALL I RAILING TO CODE(IYP) I. 2x12 STRINGERS TERMINATE IN NEWEL P05T5 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL 2. 2x4 CLEATS w ° HAVE A SPACE OF NOT LE55 THAN 1.5 INCHES Oe8 MM) BETWEEN THE WALL AND THE HANDRAIL. ' u 5.6'X1.0' ENTRY 1 "-' 3. 4x6 POSTS m PLATFORM W/BENCH kD 4. 2x4 MID RAIL SECTION RR3152 HANDRAIL GRIP SIZE.ALL REQUIRED 4' WIDE ENTRY STAIR W/ I b. MATERIALS TO 01 USED (PLATFORMS): s� o HANDRAIL5 SHALL BE OF ONE OF THE FOLLOWIN6 TYPES (1) 4.0'x4.0' (1) 4'x4' I. 2x6 FLOOR JOISTS LANDING 4.0' ±IS' 5.6' J-6) 4'x5b'LANDING RAILING TO CODE I. /.,xb UNTREATED TROPICAL WOOD OR PROVIDE EQUIVALENT GRA5PABILITY. BASE PLATFORM W/BENCH c. MATERIAL U RE T USED FOR HANDRAIL: o TYPE 1. HANDRAILS WITH A CIRCULAR GRO55 SECTION SHALL HAVE AN OUT5IDE DIAMETER d. MATERIALS TO BE USED FOR TREADS AND PLATFORMS: OF AT LEAST I-I/4 INCHES(32 MM)AND NOT GREATER THAN 2 INCHES(51 MM). IF THE HANDRAIL 15 NOT CIRCULAR IT SHALL HAVE A PERIMETER PIMEN51ON OF AT LEAST 4 INGHES e. I. CLOSE MESH BAR GRATING MATERIAL TO BE USED FOR BENCH SEAT. : . - - - - - - - I- - - - (102 MM)AND NOT GREATER THAN 6-1/4 INCHES(160 MM) WIITH A MAXIMUM GRO%SECTION - LINE OF BEACH AC E-55 RIGHT OF ;;\Y_; I. FIBER6LA55 GRATE BENCH BY MGNICHOL5 DIMEN51ON OF 2-1/4 INCHES(57 MM). � ( f. ALL HARDWARE TO BE STAINLESS STEEL. TYPE Il. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES 060 MM)SHALL PROVIDE j g. ALL LUMBER TO BE GGA,U.O.N• A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS 5. CLEAR AREA 4'W x 1415' L.F. FOR PROP05ED WOOD CHIP PATH WITHIN THE 10' / 15' SHALL 5E61N WITHIN A 015TANGE OF 3/4 INCH(Iq MM)MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/I6 INCH(8 MM) BEA�GH STAB I R PLANPEDESTRIAN EASEMENT TO THE PROPOSED BEACH ACCESS STAIR WITHIN 1/8 INCH BELOW THE WIDEST PORTION OF THE PROFILE. THI5 REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH(10 MM) TO A LEVEL THAT 15 NOT LE55 THAN 1-3/4 INGHES SCALE: 3116" = I'-O" (45 MM)BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECE55 SHALL BE 1-1/4 INCHES(32 MM)TO A MAXIMUM OF 2-3/4 INCHES(70 MM). EDGE5 SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH(0.25 MPSI). www.dignetnycli.comI I Of N�wYX CI1Y or 5.6'x1.0' ENTRY m &SONG 15LANn www.cal]81l.com PLATFORM W BENCH �I (for other states) 2x6 JOISTS,CLOSED MESH BAR GRATE OSI =I 800-212-44(501811 DE(KIN6 TYP® PLATFORMS,U.O.N. 4' WIDE ENTRY STAIR yq (5EE 6ENERAL NOTES,NOA AND 10) W/RAILING TO CODE z By law, excavators and contractors working in the For safety reasons,homeowners are strongly 5EE 'CON5TRUGTION DETAIL' s' a five boroughs of New York City and Nassau and encouraged to call as well when planning any FOR ADDITIONAL INFORMATION 2x12 5TRINGER5,4x6 POSTS, PROPOSED 4W x ±415 L6 WOOD CHIP ^ Suffolk Counties on Long Island must contact hype of digging on their property.Homeowners AND DIMEN51ONAL REQUIREMENTS. 2x4 6LEAT5,5/46 HANDRAIL PATH TO BEACH STAIR DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by (THIS DWG) AND 2x4 MID RAIL SEE PARTIAL PLAN FOR LOCATION AND . ^ but no more than 10 working days(excluding calling 811,the national call before you dig CONSTRUCTION DETAIL 1� weekends and legal holidays)prior to beginning number. For excavation workcompleted on EL 60.0' EL 160.0' any mechanized digging or excavation workto personal property, it is the contractors ^ Q ensure underground lines are marked. responsibility--NOT the homeowner's-to contact Excavators and contractors can also submit DigNet. Having utility lines marked priorto EL 58.0'Excavators I EL 58.0' locate requests online,through ITIC.Ifyou do not digging is free of charge. PROPO W WOOD STAIR TO BEACH: U XZcurrently use ITIC, please call 1-800-524-7603 APPROX. 4'W X ±16'L6 IN5TALLED WITHIN BEACH EL 56.0' � I I EL 56.0' ` for more information. AGGE55 EASEMENT. SEE DWG N0.1 FOR LOCATION. I UNDISTURBE- EL 54.0' I 501E � EL 54.0' � � 7- PROP05ED O }�' NOTES � A4 Q Ii �E�ER � FOR INFORMATION RE6ARDIN6 TYPICAL PROPOSED STONE REVETMENT 4'x4' LANDING EL 52.0' _ I I EL 52.0' L, A- I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE 51TE PRIOR TO 5TARTIN6 OF WORK AND SEE SECTION 'B' ON DWG No.3 (BEYOND) HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE(PLANS AND MAKE WORK AGREE NTH SAME. EL 50.0' I I � EL 50.0' 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE RESIDENTIAL CODE(IRO 2015)AND ALL RULES AND RE6ULATION5 OF THE TOWN OF SOUTHOLD. 5EE STAIR 'CON5TRUGTION DETAIL', 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH 0I5A6REE5 WITH THAT AS INDICATED ON THIS DWG FOR ADDITIONAL INFORMATION EL 48.0' EL 48.0' THESE PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THF EN6INEER.514OULP HE FAIL TO AND DIMENSIONAL REG2UIREMENT5. I U FOLLOW THI5 PROCEDURE,AND CONTINUE WITH THE WORK,HE SHALL A55Ut-of-E ALL RESPONSIBILITY AND LIABILITY AR151N6 THEREFROM. EL 46.0' _ A t EL 46.0' rT 4. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO INTO EX15TIN6 SLOPE. EXISTING VEGETATION SHALL REMAIN IN PLACE, I w 5. ALL FooTIN65 SHALL BEAR ON UNDISTURBED 501L WITH A MINIMUM 501L PRE55LRE OF 2 TONS PER SOFT. DELIBERATE CARE SHALL BE TAKEN NOT TO EL 44.0' A AND SHALL HAVE A MINIMUM OF 6'-0"OF COVER. EL 44.0' 6. DE516N TIMBER 5TRE55-DOU6LA5 FIR,No.2 6RADE FE3 =825 P51,E= 1,200000 P51. DISTURB ROOT BASE OF EXI5TIN65 PLANTINGS 4'x5b' LANDING WITH BENCH 1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. THE EN61NE62 HAS , EL 42.0' I (FOR6ROUND) EL 42.0' FIBERGLASS GRATE BENCH BY ENGINEER: NOT BEEN RETAINED FOR ON SITE INSPECTIONS AND/OR OB5ERVATION5 OF THE CONSTRUCTION BOTTOM OF PROP. STAIR 4'x4' LANDING(FOREGROUND) 1 I 1I FIBER OL5 1-6RATE ENCH 8. ALL METAL JOIST HANGERS AND OTHER F METAL CONNEGTOR5 REQUIRED SHALL BE TO TOE OF BLUFF EL 40.0' I I I EL 40.0' (www.mcnlchoI9Lom) OR TREX OF BENCH AT LOCATIONS NOTED ON BEACH /4 x6 TOP RAIL c�� FPEY 'TECO CONNECTORS"AND OF STAINLESS I I 5 " " ` STEEL MATERIAL OR EQUAL AND SHALL BE EL 38.0' I I U EL 38.0' 5TAIR PLAN (THI5 DWG) * � �� 9� CAPABLE OF HANDLING LOADS® 3 I CONNECTION POINTS. INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITHz n cr MANUFACTURERS SPECIFICATIONS ANDPROB05M REVETMENT STONE z EL 36.0' / EL 36.0' TREADS AND PLATFORMS TO BE GL05E m J to o ±4'WIDE STONE 5TEP5 V RECOMMENDATIONS. AT AND AROUND BEACH ACCESS STAIRS. PLACE,SHAPE ___ I �o MESH BAR 6RATING BY MGNICHOL5 a.ALL LUMBER SHALL BE GGA NON). AND WORK ARMOR STONE TO CREATE 4'W 'STONE STEPS'. I TO BEACH EL 34.0' / I EL 34.0' I-8T1-884-4653 (www mcnichols corrJ 2"x4" GGA MID RAIL 0 493 10 ALL P05T AND DECK HARDWARE SHALL BE LAY 5TONE5 FROM STAIR BASE PLATFORM TO GRADE AT STAINLESS STEEL.IN ACCORDANCE WITH 13.0. BLUFF(EL. 15.19. SHAPE 5URROUNDIN6 STONE TO HELP �' I A5TM A153. AIR RE HAVE ACTION. EL 32.0' EL 32.0' RO FS S I ON P� II. HANDRAILS,TREADS AND PLATFORM GUARD BEACH 5T 5TRUGTU FROM JEFFREY T. BUTLER, P.E. SURFACES TO BE BUILT WITH MATERIAL SPECIFIED IN STAIR'CONSTRUCTION DETAIL', EL 30.0' I J 1 I EL 30.0' USE: THIS DWG. i 4x5.6 LANDING W/BENCH 2"xb" GGA ® I6' O.G. STAINLESS STEEL HURRICANE -1 I � a (BEYOND) CLIPS TYP. AT ALL O EL 28.0' I I I EL 2a.o' CONNECTIONS CCZ I2( EL 26.0' I I� 6'MINIMUM PENETRATION IN v (Is UNDISTURBED 501L REQUIRED EL 26.0' BEACH GRA55 (1) 5.6'x4.0' z I I (TYPICAL ALL P05T5) s . PLANTINGS (TYPICAL) U- < � EL 24.0' LANDING V �f 1 I I I EL 24.0' /4 xb TOP RAIL O Q/ W/BENCH \ � W = z (3 Q EL 22.0' z I I EL 22.0' 2"x12" GGA UJ N M LU z I I 5TRIN6ER5 Z m } EL 20.0' UNDISTURBED U RE-VE6ETATE 1915TURBED AND BARE EL 20.0' 2"x4" GGA MID RAIL 0 16" O.G. cy O p rO Z Q C I • 5(71L AREAS AT CONGLU51ON OF STAIR Q 2 OO < CL EL 0.0' T.O. WOOD LANDING® ELEV. 111.4' CON5TRUGTION,SEE DWG No3 FOR EL 0.0' I I STAIR P05T AT REVETMENT: I PLANTING REGiUIREMENT5 Q z0 O � < EL 16.0' STAIR AND REVETMENT CONTRACTOR I EL Ib.o' I P4 O SHALL COORDINATE RE6ARDIN6 r- 2"x6" CGA ® I6" O.G. �, I `R N O LONG ISLAND � I STAIR P05T LOG. PRIOR TO ARMOR O � 1 „, � i- EL 14.0' H SOUND STONE INSTALLATION EL 14.0' " " I ('(� 8 ±4' PROPOSED FINAL STAIR LANDING: 2 GIRDER GGA(TYP) c y O � _ T.O. WOOD BASE PLTFRM® ELEV. 112.4 " " " y I I N z � EL 12.0' (1) 4.0'x4.0'1 (4) b xb GGA POSTS W/(2) 2 x10 GGA 61RDER5, EL 12.0' I z " " P05T5 TO EXTEND 6'-0" 2x8 GGA JOISTS ® I6 O.G. FINISH DECKING PER }� r- :+SS::. I - O w N cam, BASE PLATFORM � � ('() ~ � ¢ O _ CONSTRUCTION DETAIL TO BE PLACED APPROX. 10.0' I J EL 10.0' + ' 4 LANDWARD OF THE TOE OF BLUFF � (MIN MUM)BELOW DISTURBED 501E z 1- w APPROX. DIST.TO S.H W. _ -14 C, y I :....... • APPROX.DIST.TO A.H.W.M. = ±20' o::: 4'X6" CGA I LL - o d) EL 8.0' I II (I II II II Z LLEL 80 ±205' P05T5 (TYP) O } U- o EL 6.0' EX. t PROP B.O. BLUFF 9 EL. f5.1' / _ EL 6.0' I I I - O Z o TIE LINE ALONC-z A.H.W.M. S.H.W. ® ±EL. 4.5'• / I I ( H � PROPOSED STONE REVETMENT ® ±EL. 4.1' ON OCT. I, 2010 / /// , . (FOR6ROUND) W (� EL 4.0' EL 4.0' FOR CONSTRUCTION REQUIREMENTS I I I I I '---. _ ;• 1 ,1 w.� O SEE OW-7 No.3 // EL 2.0' / EL 2.0' UN0I5TURBED 501L w v r I EL 0.0' EL 0.0' I I I I ` JUN 1 5 2018 � _ --- _ z PA C-7 E . SEGTI ON 'A' - BEAGH STAI R PROFILE, 5GALE: 3116" = 1'-0" I I I I I I GONSTRUGT I ON DETAIL, > PROPOSED BEAGH 5TAIR (LOT 2 - A5 5140WN) I I U NOT TO SCALE 2 PROP05ED BLUFF 5TABILIZATION AND RENOURI5HMENT, 5EE DWG No.3 II II of � COMPACTION NOTE-5: TERRAG I NC 5GHEDULE , PLANTI NO 56HEDULE PROPOSED NEW SHRUB/BUSH o SUB GRADE TERRACE SLOPE ACCORDING TO 5GH. BELOW: / PER PLANTING SCHEDULE PRUNE 1/8" OF LEAF AREA BUT GENERAL PROP05ED GRA55 AREA(MIX OF AMMOPHILA BREVILI6ULATA) BEACH 6RA55 (5EE 5HT 3), MIN 3'-0" O.G. RETAIN NATURAL FORM I. IN ORDER FOR THE PAVEMENT TO BE DURABLE, THE SUB GRADE MUST BE PROPERLY PREPARED. THE CONTRACTOR SHALL PREPARE THE SUB GRADE IN AGGORDANGE WITH SLOPES OF 1:3 / SWI CH 6RA55 PER PLANTING HOLE . ON MAX. WITH PANIGUM VIR6ATUM) t THESE SPEGIFIGATIONS,U51N6 THE NEGE55ARY MEANS AND MATERIALS TO PROVIDE THE TERRACIN6 TO BE INSTALLED AT b'O.G.SPACING SWITCH GRASS AT 2'-0" OL.,2 GAL.CONTAINER). SPRAY WITH WILT-PROOF o O SPECIFIED RESULTS. NOTHING IN THE FOLLOWING AN ATIONS GAN BE FORESEEN. f EXI5TIN6 5HRUB5, \ AND PROPOSED NORTHERN BAYBERRY BUSH(MYRICA PEN5YLVANICA) TO BE ACCORDING TO MFG'S INSTRUCTIONS � S THEREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE CONTRACTOR OF THE 1 • TO REMAIN PLANTED AT A MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). IF FOLIAGE 15 PRESENT � z RE5PON51BILITY TO NOTIFY THE ENGINEER OF SPECIAL PROBLEMS,AND IN THE END,TO ap AND OR PROP05ED BEACH R05E BU5H"A VIR6INIANA) TO BE PLANTED AT \�✓� EXI5TIN6 BLUFF FACE A MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAIN . GROUND LINE TO BE SAME A5 AT EM PROVIDE A SOUND 506 GRADE. 3 AND OR PROP05ED BEACH PLUM BUSH(PRUNU5 MARITIMA) TO BE PLANTED AT A THE NURSERY 2. U51NG 501L TEST DATA A. AT ITS OPTION, THE ENGINEER MAY PROVIDE SOIL TEST INFORMATION TO THE M MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). CONTRACTOR. IF PROVIDED,THE DATA WILL INCLUDE GLA551FIGATION OF THE SOIL IN SLOPES OF 1:2 {' '"` GULLIES LANDWARD OF TOE OF BLUFF "°- (5EE PLANTING DETAIL,THIS DWG) ESTABLISHED VEGETATION ~ AGGORDANCE WITH THE UNIFIED 501L GLA551FICATION SYSTEM(ASTM 02451). THE TERRACING TO BE IN5TALLED AT Y O.G.5PAGING `.;: ; SHALL BE FILLED AND GRADED TO THE ' OR MEANS OF STABILIZATION g 18" MIN. FOR PLANTS (PLANTED 6RA55E5 AND/OR T'ERRAGIN6) 51GNIFIGANGE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER. �'''' "'`" " LEVEL OF ADJACENT BLUFF FACE, „ ",`''~"`�' REINFORCE BY TERRAGIN6 AND UP TO 4 HIGH, 20 MIN. B.501L5 DESIGNATED AS HIGHLY EXPAN51VE(GHI,MHO,AND OH) MAY REQUIRE LIME j "`'ti`' ' {`-'"=,� FOR PLANTS PLANTS OVER 4REMOVE BURLAP FROM TOP OF a� PLANTING W/APPROPRIATE NATIVE 'h - 5TABILIZATION AND/OR SELECTIVE REPLACEMENT WITH 5UITA5LE 501L5. 5UGH SPECIAL A '' `' •; :x>..;,,, I " QQ ':`::;';:<"�• _.,;,.�:. VEGETATION. 6 MIN :_:-.: : Q Y TREATMENTS WILL BE DETAILED IN THE 51TE BID DOGUMENT5 IF THE G05T 15 TO BE BALL 2 ` �, f-. .t,o, A I C " `' PROP05ED BLUFF FACE BACKFILL WITH TOPSOIL PEAT- MOSS INCLUDED IN THE CONTRACTORS B 5E BID. r . / G. 5011-5 DESIGNATED A5 HIGHLY ORGANI (OH,OLD,AND PT) MAY REQUIRE SELECTIVE R / I TREATMENT 5L OPE-5 OF 1:1 OR GREATER �t', 3:1 RATIO BY VOLUME IN q" ! ,...• TYP I GAL SHRUB REPLACEMENT WITH 5UITABLE 5011-5. THE NEED FOR AND THE EXTENT OF TH 5 TERRACING TO BE INSTALLED AT I'O.G.SPACING ;.:•, _ibr�.. QSED BEACH LAYERS-WATER EACH LAYER UNTIL WILL BE DETAILED IN THE 517E DOCUMENTS IF THE G05T 15 TO BE INCLUDED IN THE "`` '''* BE PLANTED 5ETTLED. DO NOT TAMP CONTRACTORS BASE BID. _ „; TRUGTED I N DE AND NOTIFY THE ENGINEER OF ANY j o TERRACING: " ;err::: P N NO LE. / PLANTING DETAIL b" FOR PLANTS UP TO 4' HIGH 8" D. THE CONTRACTOR SHALL INSPECT THE 5UB GRA USE 2x2x4 LONG UNTREATED DOUGLAS FIR WOOD N.T.5. ' D IN THE 517E BID • "�� DOCUMENTS. THE EXTRA COST OF UNANTICIPATED REMOVAL WILL BE BASED ON THE UNIT STAKES W/2x6 DOUGLAS FIR PLANKS SECURED FOR PLANTS OVER 4' HIGH GONDITION5 REQUIRING SPEGIAL GON51DERATIONNOT ADDRE55E o N STAKES (MIN 6-0" OG). INSTALL TERRACING � !• G05T5 PROVIDED WITH THE BASE BID. THE C4 5T OF UNANTICIPATED LIME STABILIZATION 1 OR OTHER SPECIAL TREATMENT WILL BE NEGOTIATED. PERPENDICULAR TO DOWNWARD SLOPE. SECURE 2xb PLANKS TO ADJACENT PLANKS ALONG 5UB GRADE PREPARATION HORIZONTAL PLANE. �. I. THE CONTRACTOR SHALL REMOVE ALL VEGETATION,SURPLUS SOIL,DEMOLITION RUBBLE,AND TIMBER TERRAGE BETA I N I NC HALL OTHER UNDESIRABLE MATERIAL5. 5UGH MATERIALS SHALL BE PROMPTLY HAULED FROM NOTE: THE 51TE AND D15P05ED OF IN AGGORDANGE WITH GOVERNING LAW5 AND GODE5. THE AND PLANTI NC DETAIL CONTRACTOR SHALL SHAPE THE SLB GRADE IN AGGORDANGE WITH THE GRADING PLAN, SCALE: NONE ALL PLANTED VEGETATION WILL REQUIRE TAKING INTO AGGOUNT THE THIGKNE55 OF THE PAVING SYSTEM. THE TOLERANCE OF TH15 FILL, RE-VEC ETATI ON AND TERRAG I NO 3q ' ROUGH GRADING SHALL BE WITHIN 1/2" HIGH TO IN LOW. DURING THI5 OPERATION THE SEQUENCE OF EVENTS NOTES: MONITORING OVER 3 GROWING SEASONS. CONTRACTOR SHALL NOTE ANY 5OFT AREA5 THAT BECOME APPARENT AFTER TRAFFIG BY GON5TRUCTION EQUIPMENT AND LOADED TRUCKS. SUCH SOFT AREAS SHALL BE REPORTED I. NO RE-VEGETATION OR TERRACING INSTALLATION SHALL OCCUR UNTIL I TO THE ENGINEER FOR DETERMINING THE METHOD OF TREATMENT REQUIRED, IF ANY. STAIRWAY CONSTRUCTION 15 COMPLETE. BLUFF FACE LANDWARD OF PROPOSED STONE REVETMENT U-' 2. MAINTAINING DRY 51TE GONDITIONS: A. FIRSTLY - INSTALL STAIRWAY SHALL BE 5TABILIZED BY GRADING, TERRACING, FILLING p DURING PREPARATION OF THE 5UB GRADE AND UNTIL THE PAVING 15 IN PLACE,THE GONTRAGTOR B. SECONDLY - FILL,TERRACE AND PLANT AND PLANTING W/ APPROPRIATE NATIVE VEGETATION. I I SHALL PROMPTLY TAKE REASONABLE MEA5URE5 TO OBTAIN AND TO MAINTAIN A DRY 51TE 1. LARGE ERODED AREA'S: AREA OF WORK APPROX.: 11,836 50.FT. CONDITION.5UGH MEA5URE5 SHALL INCLUDE PUMPING OF FREE 5URFAGE WATER,MINOR ERODED AREAS MUST BE FILLED TO NATURAL. GRADE PRIOR TO HAND AND/OR MACHINE SHAPING TO FACILITATE WATER REMOVAL,AND OTHER OPERATION5 INSTALLING TERRACING AND PLANTING 1 TO SPEED DRYING. H. AREAS W/ELEVATIONS AT OR NEAR NATURAL GRADE: S 3. NATIVE 501L GOMPAGTION: PREP AREA,FILL, INSTALL TERRACING AND PLANT GOHE51VE AND COHE51ONLE55 NATIVE 501L SHALL BE COMPACTED TO q5% AND 100% OF THE 2. NO FILL SHALL BE TAKEN FROM THE SURROUNDING BEACH OR BLUFF Ip OPTIMUM DEN5ITY,RESPEGTIVELY, PRIOR TO PLA( TO BEA EMENT OF FILL. FACE. H WOOD CHIP PATH 1 TO BEACH 57AIR,5EE PARTIAL • 4. FILL 5ELEGTION AND GOMPAGTION: 3. PROVIDE GLEAN SANDY FILL OBTAINED FROM EXCAVATION PREFORMED PLAN FOR LOCATION AND THE M05T G05T EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED: DURIN6 PREPARATION FOR REVETMENT INSTALLATION FOR THEGONSTR>JGrIDN DETAIL PURPOSE OF RESTORING BLUFFS SURFACE ELEV. TO NATURAL GRADE EL 60.0' EL4O.Oa � a -SAND-GRAVEL MIX (15 TO 3% FINES< 0.02 MM AND GBR> Il), -GRAVELY 501L (3 TO b% FINES < 0.02 MM AND GBR > b), (FOR QUANTITIES SEE 'BILL OF MATERIAL',514T 1). -SANDY SOILS(3 TO 690 FINES< 0.02 MM AND GBR. > 8), 4. GULLIES OR LOW POINTS WITHIN THE AREA OF WORK SHALL BE FILLED EL 58.0' EL 58.0' -51LTY GRAVELY 501L5 (b TO 10% FINE5 < 0.02 MM AND GBR>8), AND GRADED TO THE LEVEL OF THE ADJACENT BLUFF FACE (THE W -51LTY SANDY 501L5(b TO 15% FINE5 ( 0.02 MM AND GBR>5), NATURAL GRADE). EL 56.0' EL 56.0' a -CLAYEY GRAVEL SOIL5(OVER 20% FINE5<0.02 IMM AND GBR> 5), 5. WORK WITHIN DE516NATED AREA OF WORK,CONTRACTOR TO ATTEND TO X UN0I5TURBED � -CLAYEY SANDY 501E (OVER 20% FINE5<0.02 MM AND GBR> 5), DISTURBED,WASHED OUT AREAS WITH EXTRA GARS. PROPOSED BEACH GRASS TO BE EL 54.0' 501E EL 54.0' 5. THE ENGINEER RE5ERVE5 THE RI6HT TO HAVE 501L TE5T5 PERFORMED TO CONFIRM THE b. APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. �W m )- SUITABILITY OF ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD AND COMPACT THE 1 TO APPLY FILL: PLANTED A5 INSTRUCTED IN tj-I T SHA BE COMPACTED ED TO g5A T A. WORK HORIZONTALLY ACROSS BLUFF FACE,LIMIT THE WORK AREA PLANTING 5GH.,THI5 DWG EL 52.0' 5EL 52.0' W d) FILL MATERIAL IN b INCH MAXIMUM LIFTS. EACH LIFT LL TO 3-4 FT OF VERTICAL SURFACE AREA AT A TIME. CONTRACTOR THE OPTIMUM DEN5ITY. COMPACTION SHALL BE AGCOMPL15HEP AT NO LE55 THAN OPTIMUM SHALL APPLY FILL IN 12" LIFTS, TAMP BETWEEN LIFTS. EL 50.0' X Z M015TURE CONTENT UP TO 2% WETTER. OPTIMUM DENSITY AND OPTIMUM MOISTURE CONTENT 5. ONCE NATURAL GRADE 15 ACHIEVED WITHIN THE SMALL WORK AREA GULLIES SHALL BE FILLED AND GRADED EL 50.0' SHALL BE A5 DETERMINED BY A5TM D1551. NO RUF3BLE,TRASH, BOULDER5,OR OTHER PLANT PROPOSED VEGETATION AND INSTALL TERRACING BEFORE TO THE LEVEL OF ADJACENT BLUFF ~MJ = N EL 48.0' 1-+�-1 DE5RI5 WILL BE ALLOWED A5 FILL MATERIAL IN ANY U5AGE. MOVING DOWN TO THE NEXT VERTICAL SURFACE AREA. FACE. STABILIZE AND REINFORCE BY "''' EL 48.0' 1 m b. FOR UNSTABLE SOILS WITH LE55 THAN 250 P5F COHESION Ok ULTIMATE BEARING CAPACITY q• ANY EXISTING VEGETATION SHALL REMAIN IN PLACE. DELIBERATE CARE TERRACIN6 AND PLANTING W/ PROPOSED SHRUB TO BE PLANTED [�• LU OF LE55 THAN 500 P5F,GEOTEXTILE FABRIC SHALL BE INSTALLED IN ALL UTILITY AND SHALL BE TAKEN NOT TO 015TURB ROOT BASE OF EXISTING PLANTS. APPROPRIATE NATIVE VEGETATION. EL 46.0' A5 AN ALTERNATE TO BEACH EL 46.0' PIPING TRENCHES AND TANKHOLE5 TO REDUCE MIGRATION OF FINE-GRAINED 501L AND10. ANY DEAD VEGETATION SHALL BE GUT GRADE AND REMOVED FROM 6RA55 WHERE CONDITIONS ALLOW 5EPARATE D1551MILAR FILL MATERIALS. THE GEOTEXTILE MATERIAL SHALL OVERLAP BLUFF FACE. PLANT 3' 5 HE CENTER 5EE ADJACENT 6EOTEXTILE MATERIAL BY A MINIMUM OF 12" A5 NEGE55ARY TO COVER THE EL 44.0' l INTENDED AREA. 6EOTEXTILE FABRIC SHALL BE 6TFI30EX,TYPAR 3401,6TFI50EX,OR NOTE: LEAVE ROOTS INTACT BELOW GRADE. EXISTING VEGETATION SHALL RB�IAIN IN PLACE, PLANTING 5GHEDULE AND DETAIL, EL 44.0' TYPAR 3601 AS MARKETED BY EXXON CHEMICAL 7T 1-800-54 34 II. ANY UPROOTED TREES,ETC. SHALL BE REMOVED FROM BLUFF FACE. DELIBERATE CARE SHALL BE TAKEN NOT TO EL 42.0 Yj; THI5 DWG. 12.5EE 'PLANTING SCHEDULE', 'TYPICAL 5HRUB PLANTING DETAIL, DISTURB ROOT BASE OF EXI5TIIN6 PLANTINGS EL 42.0' 1.BAGKFILLIN6 TANKHOLE5,ETC.: 'TERRACING 5GHEDULE' AND TIMBER TERRACE RETAINING WALL AND BACKFILL FOR ANY EXISTING TANKHOLE5 SHALL MEET THE REQUIREMENTS OF THI5 SECTION. PLANTING DETAIL',THI5 DWG. EL 40.0' EL 40.0' LIKEWI5E,BAGKFILL FOR OTHER HOLES LEFT BY REMOVAL OF SWIMMING POOL5, 13. CONTINUE PROCEDURE UNTIL PROPOSED AREA OF WORK 15 COMPLETED. / BA5EMENT5,ETC. SHALL COMPLY WITH THI5 SECTION ALSO. b. BAGKFILLIN6 TRENGHE5: EL 39.0' EL 38.0' BAGKFILL FOR UTILITY TRENGHE5 SHALL BE WELL-GRADED,GLEAN, FRESHWATER SAND, INEER: FREE OF 51LT AND CLAY PARTIGLE5. BAGKFILLIN6 SHALL OCCUR IMMEDIATELY AFTER THE EL 36.0' EL 36.0' LINE OR GONDUIT IS IN PLACE TO PRECLUDE GAVINO OF THE TRENCH 51DE5. PRIOR TO _ ___ INSTALLATION OF THE LINE OR CONDUIT, A 4 INCH GU5HION OF SAND SHALL BE PROVIDED. �� F NF/2 q. AREAS OUTSIDE THE PAVING SHALL BE FILLED AND COMPACTED A5 NEGE55ARY WITH 501E EL 34.0' EL 34.0' FRY - COMPLYING WITH THI5 5EGTION. EXCEPT THE TOP b INGHE5 SHALL BE NATIVE TOP501L SUITABLE FOR 6RA55. AREA5 REQUIRING GUT 5HA'LL AL50 BE PROVIDED WITH b INCHES I ( EL 32.0' ZZ EL 32,0' OF NATIVE TOP501L FOR GRA55. FIN15H GRADE FOR THESE AREA5 SHALL BE I INCH / m BELOW TOP OF CURB. AREA5 SHALL BE SLOPED TO DRAIN AT A MAXIMUM OF 4:1 UNLESS ' EL 30.0' RE-VEGETATE DISTURBED AND EL 30 N �'( OTHERH15E INDICATED ON THE 51TE OR GRADING PLAN. 1 BARE AREAS AT CONCLUSION OF .0' ~ / STAIR CON5TRUGT1ON 10. COMPACTION TESTING: I EL 28.0' EL 28.0 �U 93 Z: THE ENGINEER WILL ENGAGE AN INDEPENDENT TESTING LABORATORY TO PERFORM(1) A p . STANDARD PROCTOR TEST (ASTM 01551) ON THE FILL MATERIAL (OR NATIVE 501L PROCTOR 1 v UND TUBBED TEST(ASTM 01551) ON THE FILL MATERIAL (OR NATIVE 501L IF NO FILL 15 U5ED) AT LEAST ' 1 EL 26.0' 501E EL 26.0' JEFF Y T. BUTLER, P.E. 12 HOUR5 BEFORE THE CONTRACTOR INITIATES GOHPAGTION AND (2) A NUCLEAR DENSITY 20 . GAUGE (ASTM D2g22 AND A5TM 03011) OR SAND CANE (ASTM 01556) TEST AT A MINIMUM Q�I = I EL 24.0' EL 24.0' J OF THREE RANDOMLY 5ELEGTED LOCATIONS TO MEMURE THE DEGREE OF COMPACTION OF : w O THE 5URFAGE 5UB6RADE. IF THE RESULTS FROM THI5 TEST FOR THE FILL OR NATIVE 501L DO NOT MEET OR EXCEED THE DEGREE OF COMPAGTION 5PEGIFIED IN THI5 SECTION,THE EL 22.0' �/111 ZZXXZEL 22.0' CD C05T OF TE5TIN6 WILL BE DEDUCTED FROM THE CONTRACT AMOUNT,AND THE TESTING(2) PROPOSED BEACH GRASS TO BE 0 WILL BE REPEATED. EL 20.0' EL 20.0' II. THE CONTRACTOR MU5T REMOVE THE EXISTING SANITARY 5Y5TEM IN AGGORDANGE WITH THE I I PLANTED A5 INSTRUCTED IN PLANTING LL STANDARDS OF THE 5.G.D.H.5. CONTRAGTOR 15 RE5PON51BLE FOR ALL INSPECTIONS AND EL 0.0' NPLANTING SCHEDULE,THI5 DWG EL 18.0' SIGN-OFF OF SAME. - ±1' FROM SCOPE OF FORK W z z rri 30 •• Q 12. CONTRACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK PUMPED OUT AND i ( APPROX. DISTANCE TO A.H.W.M. - ±20' EX.B.O. BLUFF a � uJ p LU CERTIFIED A5 EMPTY PRIOR TO RELOCATION. EL Ib.O' TERRAGIN6 OTHER THAN AT TOE OF BLUFF EL 16.0' STONE REVETMENT, BLUFF RENOURI5HMENT Z Z M LONG ISLAND p APPROX. 015TANGE TO 5.H.W. _ ±I6' f6'EXP05ED STONE 0 UNDISTURBED SHALL BE INSTALL PER TERRACING SCHEDULE, AND STABILIZATION: N �' Z p - EL i4.o' x�B 5(01L SEE TIMBER TERRACE RETAINING WALL AND O O = p , EL 14.0' ZZ: n Q� SOUND c i PLANTING DETAIL FOR CON5TRUGTION (THIS DWG) I. CONSTRUCT PROPOSED STONE REVETMENT ±330 L.F. (±310' L.F. PLUS 2 - ±10 L.F. RETURNS) O O V r < 0- T.O. PROPOSED GON5TRUGTION OF THE REVa O REVETMENT A5 FOLLOWS: O Q LY OL EL12.0' ( STONE REVETMENT® EL. IIS'(+/-) EL 12.0' A. THE FIRST ROW OF ARMOR STONE WILL BE INSTALLED BELOW THE EXISTING GRADE ON A v (V TERRACING® TOE OF BLUFF BED OF 50-100 LB CARE STONE, ±I' IN DEPTH (MIN) AND UNDERLAIN WITH FILTER CLOTH. O dJ "' PROP05ED STONE REVETMENT ' '":<> EL 10.0' _ _ _,r:_ ; =a ;_ SHALL BE ±10 O.G. MIN,SEE TIMBER EL 10.0' THE ARMOR 5TONE5 WILL BE INSTALLED AT THE BASE OF THE EX15TIN-7 BLUFF,TWO < O 3-5 TON ARMOR STONE "'' `°':`-' TERRACE RETAINING WALL AND �'- > '_ `-''.tPLANTING DETAIL' FOR CONSTRUCTION STONES DEEP AND ONE STONE HIGH,A5 DEPICTED IN SECTION 'B' (5HT 3). INGLUDIN6 THE N O + (4 V - 4.15(P STONE,TYP) EL a.o' ,; .. �, (TMIS Ips) EL 8.0' BED OF GORE STONE,THE BASE OF THE STRUCTURE WILL EXTEND APPROXIMATELY ±6.0 Q p Z _ PROPOSED STONE REVETMENT SHALL NOT BELOW THE GRADE® TOE OF BLUFF. Z # ENCROACH ON EXISTING BEACH zq " '� B. THE 5EGOND ROW OF ARMOR STONE WILL BE INSTALLED TWO STONES DEEP AND ONE m Q _ I� Q Z EL 6.0' I i - EL 6.0' - STONE HI6H ON TOP OF THE SUB-GRADE BASE DESCRIBED IN 'ITEM A' ABOVE. THE ARMOR TIE LINE ALONG A.H W.M. S.H.W. ® ±EL. 45" STONE WILL BE PLACED AND SHAPED 50 THAT THE TOE OF THE SLOPE DOES NOT EXTEND d" E- v J 0 ±EL.4.1' ON OGT. I,2010 C) O S N EL 4.0' _ _ PROP105ED STONE REVETMENT, 1330 L.F. _ EL 4.0' 5EAWARD OF THE EXISTING TOE OF BLUFF AND THE STRUCTURE DOES NOT ENCROACH ON - O O O 1` o www.dignetnycli.com o EX d PROP BO BLUFF 0 EL f51' 0310" L.F. PLUS 2 - ±10 L.F. RETURNS) THE EXISTING BEACH. O aLLJ of NSW Y0kK CI1Y or EL 2.0' EL 2.0' G. THE FINAL ROW OF ARMOR STONE WILL BE INSTALLED ONE STONE DEEP AND ONE STONE z O &SONG I�01 .ANn www.call811.com EXISTING HIGH ON TOP OF THE PARTIALLY EXP05ED BASE DE5GRIBED IN 'ITEM B' ABOVE FOR A H ,�,/ (for other states) 8.0. ARMOR STONE® tEL. 12' TOTAL HEIGHT OF APPROXIMATELY ±6.0 ABOVE GRADE. THE BANK WILL BE GRADED AND W EL OD' LL UNDISTURBED EL 0.0' THE ARMOR WILL BE SHAPED 50 THAT THE TOE OF THE SLOPE DOES NOT EXTEND A„i �O Z o � 800-212-4480 1811 SAND B.O. EXCAVATION = ±EL.-05' SEAWARD OF THE EXISTING TOE OF BLUFF AND THE STRUCTURE DOES NOT ENCROACH ON w z < APPROX. 14' 01) THE EX15TINO BEACH. THE STONES AND BANK WILL AGAIN BE SHAPED,GRADED AND CL PROP.50-100 LB CORE STONE (10" TO 13" RIP FILLED A5 NEEDED TO ENSURE A STABLE SLOPE FOR THE BLUFF FACE. W O By law, excavators and contractors working in the For safety reasons,homeowners are strongly RAP) TO BE PLACED ON AND AROUND FILTER D. REVETMENT STONES AT THE FOOT OF THE PROPOSED BEAGH STAIR SHALL BE PLACED, five boroughs of New York City and Nassau and encouraged to call as well when planning any FABRIC TO PREVENT 5000RIN6, SHAPED AND WORKED TO CREATE 'STONE STEPS' FROM THE STAIR BASE PLATFORM TO Suffolk Counties on Long Island must contact type of digging on their property.Homeowners USE U.S. FABRICS,PM 05230 GRADE AT THE BOTTOM OF BLUFF. C, _ DigNet, 1-800-272-4480 or 811,at least 48 hours can contact ,t directly at 1-800-272-4480 before you 0 i by 2. ALL D15TURBED AND BARE AREAS OF THE BLUFF FACE FROM TOP OF BLUFF TO TOE OF BLUFF }- �^ but no more than 10 working days(excluding calling 811,the national call before you dig weekends and legal holidays)prior to beginning number. For excavation workcompleted on WILL BE PLANTED WITH APPROVED NATIVE VEGETATION. SEE PLANTING 5GHEDULE AND DETAIL Z i any mechanized digging or excavation work to personal property, it is the contractor's C.�EC'r(ON 'BBL�FF PROF(� (THIS DWG) FOR APPROVED PLMTINC75 AND PLANTING IN5TRUGTIONS. THE PLANTING WILL BE ensure underground lines are marked. responsibility--NOT the homeowner's-to contact MAINTAINED UNTIL THE VEGETATION 15 SUCCESSFULLY E5TA.5LI5HED (MONITORED OVER 3 I JUS 1 ; Excavators and contractors can also submit DigNet. Having utility lines marked prior to SCALE: 3/16" = I'-0" GROWING SEASONS). locate requests online,through ITIC.If you do not digging is free of charge. PROPOSED BEACH STAIR, SEE DRAWING No.2 3. ALL 015TURBED AND BARE AREAS OF THE BLUFF FACE FROM TOP OF BLUFF TO 10' LANDWARD currently use ITIC, please call 1-800-524-7603 PROPOSED BLUFF STABILIZATION AND RENOURISHMENT (LOT I - SIMIILAR) (LOT 2 - AS SHOWN) OF REVETMENT WILL BE TERRACED PER TERRA(AN6 SCHEDULE AND DETAIL (THIS DWG). , for more information. 4. 5EE DRAWING No.1 FOR REQUIRED MATERIALS AND QUANTITIES of 5