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HomeMy WebLinkAbout1000-111.-13-5 OFFICE LOCATION: � SOu�yO MAILING ADDRESS: Town Hall Annex �� l0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 aO� Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: March 16, 2016 Re: Local Waterfront Coastal Consistency Review for SUSAN & IRA AKSELRAD SCTM# 1000-1000-111-13-5 Note, I could not locate a permit for the existing stairway, however, the action is proposed as new construction. En-Consultants on behalf of SUSAN & IRA AKSELRAD requests a Wetland Permit to remove the existing stairway, 12'x10' deck, and beach access steps; and construct in their place a 4'x6.5' wood walk leading to a new 4'x±82' timber stairway consisting of a 4'x7' entry platform, 4'x16' stairs, 4'x8' landing with bench, 4'x22' stairs, 4'x4' landing, 4'x4' steps, 4'x4' landing, 4'x22' stairs 4.5'x4.5' landing, 4'x2' steps and 4'x6' landing; and beach access steps consisting of a 5'x5' platform off the bulkhead with 3'x±11' steps to beach; remove existing fences from bluff; construct a 2' high by +96' stacked stone garden wall at least 2 feet landward of the top of bluff; and restore approximately 863sq.ft. area disturbed by stairway reconstruction (including area occupied by deck to be removed), and approximately 407sq.ft. area of eroded bluff face on south side of property through installation of terrace retaining walls, placement of approximately 32 cubic yards of clean sand fill to be trucked in from an upland source, and plantings of native vegetation. Located: 5775 Nassau Point Road, Cutchogue. SCTM# 1000-111-13-5 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 LWRP policies and therefore CONSISTENT with the LWRP. In the event that the action is approve: 1. Clarify how the site will be accessed. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. D CC V Town of Southold LWRP CONSISTENCY ASSESSMENT FORM MAR 10 2016 A. INSTRUCTIONS Southold lovrn 1. All applicants for perm its* including Town of Southold agencies, shall Pla ning d proposed actions that are subject to the Town of Southold W aterfront Consistency Review Law . This assessor ent is intended to supplem ent other inform ation used by a Town of Southold agency in m a k in g a d e t e r m in a t i o n o f c o n s is t e n c y,, *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). 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# 111 - 13 5 PROJECT NAME Susan&Ira Akselrad ° The Application has been submitte I to (check appro ridte response): Town Board ❑ Planning Boa d❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency/ction (check appropriate response): (a) Action undertaken dieH/Vb Town agency (e.g. caPital I construction, plannigactivity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: El Nature and extent of action" i Remove existing stairway2'x 10'deck, d beach access steps;and construc their place a 4'x 6.5'wood walk leaditJgrto a new 4'x +/-82'timber stairway/(Consisting of a 4'x 7'entry platform,4'x 16'stairs,4'x 8'landing with bench,4'x 22'stairs,4'5�4' landing,4'x 4'steps,4'x 4'landing,4'x 22'stairs,4.5'x 4.5'la ding,4'x 2'steps,and 4'x 6'landing)and beach access steps,consisting of a 5'x 5' platform off the bulkhead and 3'x+/-11'steps to, each;remove existing fences from blufE construct a 2'high x+96'stacked stone `0 garden wall at least 2 feet landward of the top o bluff; and restore approximately 863 sf area dist'tuurbed by stairway reconstruction (including area occupied by deck to be remov d)and approximately 407 sf area o f eroded bluff face on south side of property through ;i 7 installation of terrace retaining walls,place ent of approximately 32 cubic yards bf clean sand fill to be trucked in from an approved upland source, and plantings of native vegetation,all as depicted on the site plan repared by Jeffrey T.Butler,P.E.,P.C.,dated November 17,2015. Location of action:5775 Nassau Point Road,Cutchogue Site acreage: 32,201 s.f. Present land use: Residential,single-family dwelling 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: Susan&Ira Akselrad (b) Mailing address: 1965 Broadway,Apt. 18B New York,NY 10023 (c) Telephone number: Area Code 212-332-7525 (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 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. FlYes 1:1 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. 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 11 No ❑ Not Applicable LWRP ADDENDUM FOR SUSAN & IRA AKSELRAD 5775 NASSAU POINT ROAD CUTCHOGUE,NY SCTM#1000-11-13-5 Policy 4• As part of the proposed stairway reconstruction,the existing+/-12'x 10' deck situated on the face of the bluff would be removed along with the existing stairway, and the approximately 110 sf area presently occupied by the deck would be restored with native vegetation. Any other areas disturbed incidentally by the stairway removal and replacement will also be stabilized and revegetated. The project also seeks to stabilize and restore an approximately 407 sf erosional area on the upper bluff face, which may have been disturbed by construction activities on the southerly adjoining property and/or deer traffic. This area will be restored through placement of sand renourishment,terrace retaining walls, and native vegetation for long term stabilization and restoration. The terrace retaining walls will prevent the renourishment material from disturbing the vegetation below it when it is deposited onto the bluff face and will create a stable platform for the renourishment material and native plantings. Except for the area that will be incidentally disturbed by the proposed stairway reconstruction, the rest of the bluff, which is stable and well vegetated, will remain undisturbed. The project will therefore be consistent with the policy objectives of Policy 4. Policy 6• The project seeks to construct a new stairway down the bluff and steps to the beach in place of an existing stairway and steps that were constructed prior to the Board of Trustees' regulatory jurisdiction adjacent to Peconic Bay. The existing+/-12'x 10' deck situated on the face of the bluff would be removed along with the existing stairway, and the new stairway would contain 4' wide steps and landings. The existing steps to the beach, which are oriented perpendicular to the bulkhead and extend approximately 9.5 feet seaward of the bulkhead, would be replaced with a 5'x 5'platform attached to the top of the bulkhead and 3' wide shore-parallel beach steps set about a foot off the bulkhead,thus reducing the seaward intrusion of the access steps by approximately 5.5 feet. Therefore, the proposed stairway replacement would result in a reduction in the structural intrusion on the beach and the vegetative restoration of the bluff face currently occupied by the approximately 110 sf deck. The project also includes a proposal to stabilize and restore an approximately 407 sf area of eroded upper bluff face through placement of sand renourishment, terrace retaining walls, and native vegetation for long term stabilization and restoration. Except for the area that will be incidentally disturbed by the proposed stairway reconstruction,the rest of the bluff,which is stable and well vegetated, will remain undisturbed. The project will therefore be consistent with the Policy 6 objective of protecting and restoring the quality and function of the property's bluff and beach ecosystem. See attached. 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. N Yes -] No[—] Not Applicable The existing steps to the beach,which are oriented perpendicular to the bulkhead and extend approximately 9.5 feet seaward of the bulkhead,would be replaced with a 5'x 5'platform attached to the top of the bulkhead and Y wide shore-parallel beach steps set about a foot off the bulkhead,thus reducing the seaward intrusion of the access steps by approximately 5.5 feet. Otherwise,the project neither impedes nor impacts public access along or recreational use of the adjacent shoreline. Attach additional sheets if necessary WORKING COAST POLICIES 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. 1:1Yes ElNo ® 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 DATE2/17/16 Robert .Herrmann Amended on 811105 SUSAN AND IRA AKSELROD,5775 NASSAU POINT ROAD,CUTCHOGUE ft muff c; Y. f 1� et) �i1, ♦ v�.4, - A �'Cw(. Figure 1. Looking west from beach at beach steps and bluff stainvap to he removed and replaced with new stairway and steps. ��! .� JYkJ�!I�'R�f�,(f* 1 +� •�.[ ` -'I T �*V1 !- - x � r��.l i a� �Y,ia� Y.'• K aw�� �' �y, i��' •�. � 1,x{0 7- i Figure 2. Looking east from top of bluff down stainvaY to be removed and replaced with new stainvaF•. ► - !,r Zq lip .•'�.1t ,4 ! fo l 1 \ti • i �y .Y yr t t t t , t• itCIPWN R r „� Rpt`♦ p 3. �� w+S �•p< �• i yip 3-k s tea.{ -:its _� ' z.�tt�F ..g#� �i'r '�1c• � ;i is �_ i _ �:'. Sw 4-t`•�..,,,'' .ti"s '1R''� y / �..r�•fir/� k �.` ,�.r' � /K `^�r.�l�ll',7}fir ��,i;• �� .:+ i '/ vP �',�� - ��i',r �, ` /' "y----` i'•- . . ` � c ''m-err r ,r �� •�`, ... A asrwcrra 1000 JA 131 D t "e ebl — -71 A 21 6 2 I]- 2B so 12 12 ff 14 WEST 75 3 4 3AN) 2 6 8 OW C, 3 C, yo -0 53 1 M.N) 7- 16 -,-,le zgA( Cot,, ID 14AN) 12 ------------- "4 7AIN N 20 it 4p, io 0 1 Imcl 72 5 114F K VI N) 6 It .90 13NO 14 31 0 14 2 6AN) schot SEE SEC�0.�AD + M.o Z4A 0 90 15 1 t t 6 NOTICE COUNTY OF SUFFOLK © E K 3 SOUMOLD SECTI rtyTaxServceAgenCy y E I—GE I I A 1.) ...... A p 1000 SURVEY OF LOT 40 AMENDED MAP "A " OF NASSAU POINT FILE No. 156 FILED AUGUST 16, 1922 SITUATE CUTCHOGUE k TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 111 - 13-05 SCALE 1 "=20' AUGUST 17, 2015 AREA = 32,201 sq. ft. (TO TIE LINE) 0.739 CIC. � N W� 332.311' " IK 0 L o WOOD JETTY �� b VI) WOOD WALK 1T .9. Y30 I ON WOOD BULKi EF`1 I I 2.1 IC m Om ; 1 UL�H � 8.7 m N= 0 11 i O �r. �� OT 39 CN oN 1 I I I I I , 1 IIII �F I ° L O mo II I III I �� � � I I I J � FENCs.E 62.0 J $10CKADE FENCE 0 8 s / / CONCCp 3B WP L IOD- N O CE 59.1 (2)NNS P x \ 60.X I (T7 \\ m 3 \ 57.6 FEN v CONJ� 0 11 8 59.6 \ I I \ \ \ 40 0' o m1F l 5P2p Ao ➢ m� !FLL ' II III I1 II �IpI1`I III1,z``1 I\'I I1 1 II 1 II �II\III\III\ I1�`II II IIII 11-IIII(1 1 1- IIII I I III�I�1I-IIII 1t 1I I III I�I III I III III I II I ITII 1 II I I�II 1I I II II IIvI � 00„ DEC 59.7 ° 6 I II I I I II Im� W DO 1E 5 ° POPGE p TW.- t 5.2 0 62.2 59.6 WD 9 DE KI o o DE ➢ "I .2'O NI CKCON C TC, oSE MON. B 45.6 FOUND X CONCo 0 11 n o 54,6 1 Z No m IO I I 00 59.2616 = =A Ln LP >�T \ \ \46.2 \ 6/6 64.7 57� m O , I m l mI r 7 STONE STEL o o v Z �� ? x58.7 f O LANDIN N m ✓O 1.0 6 I I I I I I -I 40 \ \ \ v 14/ 2� x \ o 54.6 O T� I I I I ( 1 ( H I I I I N I III II � � I IIII ° \\ 57 OT 40 \ vl /\ y s�o �oG�� .6 Wp TC.5�0 1 3 m ?S• 6. Sv OD STEPS \ I I I I I I 1 1 1 1 I I 9.6 I Y x qs & LANDINGS \ I I I I I I I I I I I I I I I I m 11-1 x59.6 p i- d 0 n 8.8 C_42.4 \ x47.6 ° \ ' Ln C' SWA L \ z I I I I ( I I I I I I I I I I I I I � 1 \ 1 1 1 I I r 5' 38 x a ° \ \ o \ o I E/DRNEWAv �/\ R6 \ (G`'S7. 240 OWER OND. x59 0 59.1 N.N. \ \ ` ` I \ O �A e d� vo�\ \ \ / STON pCK GU o 0 o AIR C 59. \\ M 3A2.54 1 2.5 BL v UNIT \ ° i� \ \ o rn BELGIA WD STONE WALK\ STOCKADE FENCE o N k, °° �G �V `j` - tC.� � �r� WAL ARBOR � 57.2 TW. .5 //✓%/J 1 Q \ ;: \ \ / i 33RN��� 5FENC FENCE ° \ 5 47.8 \ rn i. / / x2.3 54 9 0.3 S.3 6 \9 \ \ S \/ X45,3\ � / � O.L. 6 iWS� \ \ 471 . *_UTILITY - POLE pVERHEAD WIRES 0 LOT 41 � FOUND MO \� \+91 '.ri PREPARED IN ACCORDANCE WITH THE MINIMUM 3B.2 �ls STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ° , \ 0 , O51 VAI FOR TSUCHI USE BYNTTHEPNEWVYORKED STA ANDADOPTED p� \ 7^° Q 4 TITLE ASSOCIATION. µµn \ « G c `� X CID c �T ''`� / *. ?_•, N.Y.S. Lic. No. 50467 NOTES: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM SECTION 72LA OF THE NEW YORK STATE Nathan Taft Corwin II' EDUCATION LAW. EXISTING ELEVATIONS ARE SHOWN THUS: 50.0 COPIES OF THIS SURVEY MAP NOT BEARING EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -SO- - - - THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED F.FL. - FIRST FLOOR TO BE A VALID TRUE COPY. TB.G. - GARAGE FLOOR CERTIFICATIONS INDICATED HEREON SHALL RUN TB. - TOP OF BULKHEAD ONLY TO THE PERSON FOR WHOM THE SURVEY BB. - BOTTOM OF BULKHEAD IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TW. - TOP OF WALL TITLE COMPANY, GOVERNMENTAL AGENCY AND Y BW. - BOTTOM OF WALL LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. Title Surveys - Subdivisions - Site Plans - Construction Layout CERTIFICATIONS ARE NOT TRANSFERABLE. Y y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS 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 35-159 C �i��L MOTS : yQR % �l .1, �:a• . , :k ��. I Illy EXISTING TIMBER PATH AND WOOD 78.83 1 1 I I I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE PRIOR TO STARTING r '<z��'- ti + ° •t rdAj AREA OF DISTURBANCE: - w n• >�r.r �a,r. ,, f � I I OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE �• :++� - et .� 4 " t8b3 5Q.FT STAIR TO BEACH TO BE REMOVED I I I ° .y g VLK 1 I I WOOD ETTY WORK AGREE WITH SAME. .+ ,,. . A� 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND tart.:q" '.:`• .R `' s ` O TB.9-6 oN WD BULKHD F r= Bei Y rt �' 1 BUILDING GODS AND ALL RllLES AND REGULATION5 OF THE TOWN OF 5OUTHOLD. , y ,st ,{.-t• . :+ ?" 3';.+ "w 1 o I TBB.I I.I ` Y3*r �j EXISTING WOOD STAIR TO BEACH TO BE 3. IF IN THE COURSE OF CON5TRUGTION A CONDITION EXISTS WHICH D15AGREE5 WITH THAT AS '-.' ' I 1 INDICATED ON THESE PLANS T14E GONTRAGTOR SHALL STOP WORK AND NOTIFY ` ''" .p"' '`i " �' > -" IC REMOVED AND REPLACE o 1 1 1 1 1 \ 1 1 1 .., ., pj ; INAENGINEER.SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE AND CONTINUE WITH THE WORK,HE q�r ',, � ^. C O EXISTING WOOD DECK TO BE REMOVED \ 1 \ I \ 1 1 1 \ I 1 1 \ 1 \ \ 1 1 1 1 U1 y SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. fl " G �� gA''� taa'l'` OT 3q FND GM \ 1 1 1 1 1 1 \ \ \ 1 \ \ \ \ 1 \ 1 4. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO INTO EXISTING < ',a L O 1 1 1 1 1 1 \ 1 \ \ \ \ \ \ \ 1 1 1 SLOPE. g t�W . 1 I 1 I 1 \ \ \ \ \ \ \ \ \ \ 1 1 - 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED 501L WITH A MINIMUM 501L PRE55URE OF 2 * •. ':lt:{ ' ,: .- 0 .Pool t 1 1 1 1 1 \ \ \ \ \ 1 1 1 1 -! � ` e ' P SPENDS y 1 1 1 1 \ \ \ \ \ \ \ � \ \ I = � TONS PER SOFT.AND SHALL HAVE A MINIMUM of b-0 OF DOVER. t,,� 7�„��,,� ,; «�,•#;>� "�;~�,WX/ STOGKI 1 1 1 \ ` \ \ \ \ 1 1 1 1 b. DESIGN TINKER 5TRE55-DOUGLAS FIR,NO.2 GRADE FB = 825 P51,E = 1,200OX P51. '�\ y 1 \ \ \ ED 6LUFF \ \ \ 1 1 1 1 I ni 7. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. THE EX15T1N6 VE6E TCOVER z �,. q� k K 61. EN l 1 1 g ENGINEER HAS NOT BEEN RETAINED FOR ON 517E IN5PEGTION5 AND/OR OBSERVATIONS OF +; a ",� ._� wx OL \ 608 - I 1 5TA61 I 51TE LOCATION 6 / EX.GONG.PPD \ X I I I E5TAl311` \ \ 1 1 1 1 1 1 I I THE CONSTRUCTION. + <. >;aR �� ,• ,f' ' ;. . .� •• . alb / a / EX. 5q \ 131.0' \ \ \ \ �* 8. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED SHALL BE 'TECO t;F `<rk:> ,t 'r••�,c" ":� p .k (MACHINERY ACCESS �J� -� I* I \ 1 I 1 I ha� , FROM BARGE) 0 332• / / / Ilb' I \ \ \ t 1 I 1 I 1 �- I"1 GONNEGTOR5'OR EQUAL AND SHALL BE CAPABLE OF HANDLING LOADS®CONNECTIONS Y� {A' w*,a dk= "` pkv°` > ° lt " +1 1 / / 59.1 40� A E I 111 I 1 \ \ \ 1 1 POINTS. INSTALLATIONS SHALL BE IN 5TRIGT CONFORMANCE WITH MANIFAGTURERS a fir,)m 1 t� \ J LF''•` I 1 ..{i. f..,_ .:'t�f"^'i �4-,•x".,",.f„�•C^.�,•?!s^"....', ° . o // OQ s \ / /� 4 ` I 5PEGIFIGATION5 AND RECOMMENDATIONS. `,x: 1� {�, 0 x�O I To L-' 93 q. STAIRS TO COMPLY WITH NEW YORK STATE BUILDING CODE. �; `r." . : o '._+ 1 1 I 1 I 5 10 T� _ ...1 -*:. -w w��r .: „,:., .a...k*r',.;t, ,� -,� �. 1 10 �. ,. :.� Y. �,.. $5 w t e .ALL LUMBER SHALL BE GGA NOW. ?'' ' ', � e r. b 59b 1 C 11 ALL P05T AND DECK HARDWARE SHALL BE HOT DIPPED GALVANIZED,U.O.N..IN ACCORDANCE WITH ASTM AI53. •Oe Q 6 \ \ \ / N I� Pza�1 S 1 X i\ y ^ ,'C.I,;tY ,`'P� �'r P,r.3` s;a�.�° :a :-,� 'H. a 1 x\ 5 i \ \\ \\ I I Fn p� rtQ `� D 1 y 1 IIb2 1 1 I' rn I I O 45b \ GONG \\ \ IIj 15b' p �' I , 11 3(+?^c1 \I 1 1 I 11 Il II•S 4b 1 `r6 ~r ,� 52 � tix'�� I � 1 1 1 1 1 1 I � 1 +• ;'.c^ �;,. y:.r,•:. ,. � '> 5 e a ° p m x 2 ` 1 1 1 1 1 1 tai ii 8 s " ti \ ��' �s �w �. , � 1 I SCOPE OF NOW: �• a \, °a ° \ � 1 I. NO DEBRIS SHALL BE PERMITTED TO FALL 5EAWARD OF AREA OF WORK OR TO ADJAGBIT PROPERTIES. LOGATI ON MAP: a bib EXISTING : STY FR. 5a.7 s4 \ \ 1 54.1 \ 5iP5 o Ex.STONP x5 \ 1 I I I I I I I 1 2.5EE FILL AND GOMPAGTION NOTES PRIOR TO ANY 51TE WORK. NOT TO SCALE \ \ \ \ .STONE 1T, HOUSE B GARAGE \ ► 1 I I 3.CONTRA(TOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO WORK. lLA� � w (WALK IN BASEMENT) IA 6t'' Asn \ ,�'�� I 126.1' I °° a ° e� _ o \ I I i I 1 4.ALL DEBRIS FOUND WITHIN THE AREA OF WORK SHALL BE REMOVED PRIOR TO t`.OTE: MACHINERY AGGE55 FOR PROPOSED BEACH AGGE55 STAIR CONSTRUCTION 40--_ ' ' \ \ \ \ \ \ I \ 54.5 - I I 1 1 i THE START OF CONSTRUCTION. 1 gLUFF►�V 1 ` Iii PROP05ED FROM BARGE ° e �\\ \\ \ \ \ 5i.o 19' r �� 1 \ + yE6t1a� COVER I I a.REMOVE ITEMS TA66ED FOR DEMOLITION WITHIN OR OUTSIDE OF THE \\ \ ,� \ a ° nvs M s• STEPS \ ` ` tyNEv,5TA01 AREA OF WORK. �Q5T1ty6 9_b \ � \.• a E I I Te.a_9 I \ < \ L� a \\ a lc \\ �6 56b° ° °16514 x 4 Dlr \\ * \ Il 1 I I I ESt� A EPT 10N 1 II II I -� b.REMOVE ALL UPROOTED'DEAD VEGETATION,DEAD VEGETATION SHALL \\ \ \ \ a ° 4 ° _' STONE x� \ \\ \ \ p[tE ` bb BE GUT AT 6RADE,LEAVE ROOTS BELOW 6RADE. \ 42.4 \ ° ° X* ° ° ;G ° ° ° a ° �_ � \ \ 1 1 \ \ 1 I II c.HAUL DEBRIS AWAY TO APPROVED UPLAND SITE. \ I \ °d 58.1 X `\ \ \ ' °° ° \ ° ° jGSi 245' - \ \ \ \ \ \ o I I 5. INSTALL PROPOSER BEACH AGGE55 STAIRS,5�SCOPE OF WORK -STAIRWAY ll /� /� \� a a x� �I \ 1 g' I GON5TRUGTION AND SEGTION'A'ON DWG.Not FOR REQUIREMENTS AND PF" POSED BEAGH AGGESS ST A I R v °a \ \ ° \ \ / ° c 550 �� \ a ° Gee X10 �j 12 I GONSTRUGTION. \ Ex• ' ' a X.AIG 95 \ \\\\ m 00 \ _ v ,STONE 'K SIT F�aGE o b.RESTORE BLUFF SURFACE WITHIN AREA OF DISTURBANCE TO MATCH AND BLUFF RENOUR I SHMENT AND \ \ Q° \ �� \ \ \� ° Q ° 32 \ X V�9 EX•AROOR \ STOCK s • ° \ ° SLSi � � � - 5l2 APPROXIMATE AREA OF SURROUNDING SLOPE(SEE SECTION 13'FOR ERODED AREA). /� }�' ° _` \ TW565 l w \ ACTIVE EROSION 7.USE GLEAN SANDY FILL OBTAINED FROM AN APPROVED UPLAND SITE FOR THE STAB I L I ZIT I O I Y 513 PURPOSE OF RESTORING THE BLUFFS SURFACE ELEVATION TO ITS NATURAL SITUATE AT:A \\ 411� \\TCs� // \ \ x523 \ 54.9 \9s GRADE AND FOR USE W/PROPOSED TERRACING. GUTC ROGUE NY ° \ b. INSTALL TERRACING AND PLANT BLUFF FACE PER DNo WG t,SEE 'FILL, TOWN OF 50UTHOLD • A. ° \ \\\ x \ \ ` \zs RE-VEGETATION AND TERRACING SEQUENCE OF EVENTS NOTES FOR SUFFOLK COUNTY, NEW YORK PRO(EURE5 AND REQUIREMENTS. V m 41.1 \\ POLE ' • SGTI�( NO.: 1000-III-13-05 9. INSTALL STACKED STONE GARDEN WALL 2.0 LANDWARD OF T.O.BLUFF. O ZONING 015TRICT: N/A d) a U5E: RESIDENTIAL r \ N FEMA FLOOD ZONE: N/A W N �jSITE DATA: CA o +q Q`+ AREA OF 51TE: 32,2011 S.F. a X 1 \ Cj n LL m ( a 41 (0.73q AG. TO TIE LINES ) PROPOSED AREA OF 015TURBANCE PROP05ED 4'W x tb2' L6 WOOD STAIR (TOP TO BOTTOM) AND 3'Wr °< WOOD STAIR TO BEACH ON BLUFF SLOPE: 1863 SQ.FT. SLE\ATIONS ARE REFERENCED TO D. Ig88 DATUM � � � � 015TUR13ED AREA SHALL BE RENOUR15HED AND N • INCLUDES(1) ENTRY PLATFORM,(5) LANDING5,(1) BEACH AGGE55 PLANTING _ X Z PLANTED SITE PLAN - DEMOLITION PLATFORM AND 3.0' WIDE x t10'-10"'L6 WOOD STAIR TO BEACH SCHEDULES EANDETAILS,SEER TERRACING DDW6 No.2 ��3 II j 1 II LOT 40 - AMENDED MAP 'A' OF NASSAU POINT 1 O • t53' LF OF PROP05ED WOOD STAIR SHALL BE LOCATED IN THE w o FILE No. 156 FILED AUGUST 16, 11122MM < In EXACT LOCATION AS EXISTING STAIR TO BE REMOVED, THE N , Ex.v+ AD REMAINDER OF PROPOSED STAIR WILL BE OFFSET A5 SHOWN Exw�D Tn N PROP05ED SITE PLAN 15 BASED LU 50 � 50 15 0 50 60 qo AND LOCATE IN AREA WHERE EXISTING VEGETATION 15 SPARSE. I + 1 1 18.7 I ON ORIGINAL SURVEY BY: ()� GRAPHIC SCALE I" = 30'-O" SEE SECTION 'A' FOR STAIR ELEVATION o \ \ 1 \ \ \ \ \ \ 1 I O NATHAN TAFT GORWIN III, LAND SURVEYOR !}� � + \ \ \I 11 1 I 1 1 1 1 1 1\ 11 \\ \ \ \ 11 11II �"{ P.O. FOX 16 r � LOT + FNDGM 1 I 1 1 1 1 1 l 1 I JAME5PORT, NEW YORK 11c147 - 33238 62. 1 11111 111 \ \ \ \ \ \ \ \ \ \\\ 1\ 1111 I - I 1 \ \ \ 1 1 _ PHONE: 631-12�-2090 m �03 p0a EX.STOGKMEFE4KE I II II I 111 11 1 11 1\ \\ \ \ \\\\\\\\, \\\\ \\ \\\ 11 \I 1 11 II ...► SURVEYED: AUG. 1-7, 2015 58.4 I I I 1 \ \ \ ►� \ \ r11 APPLICANT/OWNER: ylpol Fv I I I 1 1 EXISTING VEGETATED (,pVER \ 1 t4' _1 / .P� bob 1 I I I ► �yTp�lyNE0,5rABtE' 1 1 1 1 11 I I R IRA AKSELRAD AND I 2 by 5U5AN MU5TOKOFF AKSELRAD / // y // > ❑ 115' x I I I y 5 .o' \ 1 1 I 1 1 y 11 11 III TBbA L�J � taATl A> DISTIIE I I 1 I + EDGE OF FORMER / o 456, P I ' �SATED P05T G0 I i l II I� II 93 `II STAIR TO BEACH ENGINEER: COMPACTION NOTES: I � 7t.. y0`�. SUB GRADE / / 622 'I 52' 596 W I �� X T. "I,\GENERAL / 1 rn - IP 8�T A 1.NOT USED / 1' 2.1.51NG SOIL TEST DATAAREA OF DISTURBANCE: I i 9 m� U I I I I \ \ l y l l l I OF DISTURBP A.AT ITS OPTION,THE ENG2INEER MAY PROVIDE SOIL TEST INFORMATION TO T14E CONTRACTOR. IF I I 11 �`�` 1 1 I 1 1 1 1 � � � AppRpXIMATE AREA tRIJGTION I � 1 \ \ ATED P05T CONS r• , ►�', cr_ PROVIDED,THE DATA WILL INCLUDE GLA55IFIGATION OF THE SOIL IN ACCORDANCE WITH THE I I 155' T 2 0''>0 I 1 1 1 \ \ I I I I !5HN1 TI 1 1 I I� I APPROXIMATE TOTAL 517E AREA OF DISTURBANCE: 1,734 S.F. UNIFIED 501L GLA551FIGATION SYSTEM(ASTM 122481). THE SIGNIFICANCE OF THE DATA WILL BE r6 T 5 I 1 \ 1 1 I I TOS I I. I cn ' Z 1 1 1 1 1 1 I I AREA OF EXt5TlN6 DEQ T fA151R1)GTIdM $ y 2 .7- INTERPRETED BY THE ENGINEER. {�VE6ETATED � B.SOILS DE516NATED AS HIGHLY EXPANSIVE(GHI,MHO,AND OH)MAY REQUIRE LIME I 1 bib o ,W x 2 1 1 1 l I I 1 I �` � � rn 1 1 1 1 I I I I 1 1 1 1 1 �= PROPOSED WORK SUMMARY: o p�sag3 STABILIZATION AND/OR 5ELEGTIVE REPLACEMENT WITH SUITABLE SOILS. 5UGH 5PEGIAL \•r 1 \ = o� `fin\ 1 1 1 1 1 11 I I I I I III I I I 1 I-I P� TREATMENTS WILL BE DETAILED IN THE 51TE BID DOCUMENTS IF THE G05T 15 TO BE INCLUDED IN o ,� �\ 1 1 I I I I I f 1 g REMOVED EXISTING WD STAIRWAY,DECK AND FENCE ON BLUFF FAGS, INSTALL O N \ \ bib � -7 ST •�\ 1 \ 1 1 1 I I I I I I I 1 1 �, � _ FESStO THE CONTRACTORS BASE BID. 7 \ 1 I I I 1 T 1 PROP05ED 4 WIDE x b2 L6 WOOD BEACH AGGE55 STAIR WITH ENTRY PLATFORM \ STt Ex.STONE EXISTING 2 5TY FR. x5b \ 1 1 1 I I I I I I F 3 ' G.SOILS DESIGNATED A5 HIGHLY ORGANIC(OH,OLD,AND PT)MAY REQUIRE SELECTIVEs, \ 'StNDIN�`'� Y+�S HOU5E d GARAGE 1.0' 6 \\ 1 1 1 1 I I I l I I I I I I I to o I O (5) LANDINGS,AGGE55 PLATFORM AND WOOD STAIR TO BEACH. RESTORE AREAS JE FREY T. BUTLER, P.E. REPLACEMENT WITH SUITABLE SOILS. THE NEED FOR AND THE EXTENT OF THI5 TREATMENT WILL sf \ �" PROPOSED I I I I I I 1 o I O 01611.RBED BY CONSTRUCTION AND REMOVALS BY FILLING TERRACING AND BE DETAILED IN THE 51TE DOCUMENTS IF THE C05T 15 TO BE INCLUDED IN THE CONTRACTORS \ (WALK IN BASEMENT) \ \ I I I I I I I : `�, _ - 3 Wxtb5 LG � \ \ 1 1 1 I I 1 1 z I ,. \ 1 I B I I I I 1 � � N REVE,�ETATING AT THE CONCLUSION OF CONSTRUCTION. RENOURISH TERRACE AND BASE BID. Q D.THE CONTRACTOR SHALL INSPECT THE 5UB GRADE AND NOTIFY THE ENGINEER OF ANY o c 1 , a os 1 e� o WOOD WALK B \ \ \ �I W 1 1 I I 2 I I I ,I II II II q-b = j VEGETATE AREA OF ACTIVE EROSION(5OUTHWE5T 51DE OF UPPER BLUFF FACE). CONDITIONS REQUIRING SPECIAL CONSIDERATION NOT ADDRESSED IN THE 51TE BID DOCUMENTS. s6 56b 6 57EP5 \ , I I I TBLq I I THE EXTRA COST OF UNANTICIPATED REMOVAL WILL BE BASED ON THE UNIT COSTS PROVIDED TG5>l4 Ex.�1 2 \ I I I I t I 1 l I I 1 1 i.i WITH THE BASE BID. THE C05T OF UNANTIGIPATED LIME STABILIZATION OR OTHER 5PEGIAL ° ° x ?6- °LAND y \ I I I y I I I I I I 1 1 1 1 I I Q TREATMENT WILL BE NEGOTIATED. 8 \ \ l 1 I I I I I 1 1 1 1 8.8 I Ull TGSao ° °a a 4 a �•. � � .� 1 I 1 1 1 I I - I ML OF MATERIAL: �./. � < SUB GRADE PREPARATION ° \ ° 45, 58.7 M\N� ,�\k� \ \1 1 1 1 1 1 1 \ 1 ` 1 I I @L�FF AREA TO BE RENOURISHED W (Y 1. b 2. NOT USED °\ ° TGSi% 2 \ 1 g 3.NATIVE 501E COMPACTION: �.t a �a ° OWERk 59.0 591 ,� \ \ i 11 \ 1 0 o Q- I STAIR CONSTRUCTION AREA: Q Q 3 ° 57 EK OU � x 1 � \ + COHESIVE AND GOHE510NLE55 NATIVE 501E SHALL BE COMPACTED TO 95SK AND IOOSK OF THE \\ 00,GF. ° o SN o o K N1 r, 9�5 \ \\\ \ n, 3►2 I APPROXIMATELY tl2 GU.YDS.OF GLEAN SANDY FILL TO RESTORE 1863 SQ.FT. �1 W < �(� (3 Q OPTIMUM DENSITY,RE5PECTIVELY,PRIOR To PLACEMENT OF FILL. a EX.STOFEE AREA OF DISTURBANCE ASSOCIATED W/STAIR REMOVAL AND REPLACEMENT v F- CD W 4.FILL SELECTION AND COMPACTION: 32 \ X ISD EX.AROOR \ FX,ST s ERODED AREA:11 Z } THE M05T G05T EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED: IGS' L , 512 PROP05ED RENOURI5HMENT AND TERRACING: APPROXIMATELY t10-20 CU.YD5.OF CLEAN SANDY FILL TO RENOURI5H 1401 Q, 1 LI - Z O Tw565 i1 \ PROP05ED 2' H. x t4b L.F. 1- 1 -SAND-GRAVEL MIX(15 TO 3%FINES(OD2 MM AND CBR>11), ,-- INSTALL PER TERRAGINC DETAIL AND 5Q.FT. ERODED AREA OF UPPER BLUFF FACE. F,� fl � � -GRAVELY 501L(3 TO b%FINES<0.02 MM AND GBR>8), of NEW YORK CITY ,- 513 x523 \ 549 s STACKED STONE GARDEN WAS a -SANDY SOILS(3 TO bAS FINES(OA2 MM AND GBR>8), \ 9s (TO MATCH POOL5IDE WALL) SGHEULE SEE DWG No.2 - LONG ISLAND �� PROP05ED RE-VEGETATION: APPROXIMATE TL. AMOUNT PURCHASED FILL: t22 - 32 GU.YD5. w � Z Q -51LTY GRAVELY SOILS(6 TO 10%FINES<0.02 MM AND GBR>e), � s PLANT PER PLANTING DETAIL AND ALL PURCHASED FILL USED SEAWARD OF T.O.BLUFF MUST BE GLEAN AND OF (b O -51LTY SANDY SOILS(6 TO 15%FINES<0.02 MM AND CBR>8), s APPROXIMATELY 1407 5Q.FT AREA OF ACTIVE ER05ION TO BE BEACH COMPATIBLE GRAIN 5E A A EXISTING SAND FOUND ON 517E AND MUST � � O CLAYEY GRAVEL SOILS(OYER 20SK FINES<0.02 MM AND GBR>5), 800-272-44801811 �lurr RENOURI5HED, TERRACED AND RE-VEGETATED PER TERRACING SCHEDULE,SEE DWG Not BE PURGHA5ED FROM AN APPROVED UPLAND SITE. ~ Q < Z - -CLAYEY SANDY SOIL(OVER 20%FINES<OD2 MM AND GBR>5), \ �olE AND PLANTING 5GHEULE-5 AND DETAIL5,5EE DWG Not ^ < � j #. www.dignetnycli.com C) I--d 5.THE EN61NEER RESERVES THE RIGHT TO HAVE 501L TESTS PERFORMED TO CONFIRM THE or LOT 41 PPLMTIN6 IN AREA OF STAIR RECONSTRUCTION AND y � www.call811.com UFF RESTORATION: � � Z L� SUITABILITY OF ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD AND COMPACT THE FILL - MATERIAL IN b INCH MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO 95%OF THE OPTIMUM (for other states) SITE PLAN - PROPOSED WORK PLANT BLUFF FACE WITH NATIVE VEGETATION, INCLUDING BUT NOT LIMITED TO u DENSITY. COMPACTION SHALL BE AGGOMPLI5HE12 AT NO LE55 THAN OPTIMUM MOISTURE < aL CONTENT UP TO 2%WETTER.OPTIMUM DENSITY AND OPTIMUM MOISTURE CONTENT SHALL BE A5 By law,excavators and contractors working in the BEACH GRASS AND SWITCH GRASS(SEE PLANTING SDH. FOR ADDITIONAL O P..1 r J DETERMINED BY A5TM DI551. NO RUBBLE,TRASH E OTHER DEBRIS WILL BE five boroughs of New York City and Nassau and - - ALLOWED A5 FILL MATERIAL IN ANY USAGE. Suffolk Counties on Long Island must contact SHRUB PLANTINGS) LL - LEGEND: APPROXIMATE AREA = 11,210 SQ.FT. (1863 SQFT.STAIRWAY + tg015Q.FT. 0,�/ L 6.FOR UNSTABLE SOILS WITH LE55 THAN 250 P5F C0HE51ON OR ULTIMATE BEARING CAPACITY OF DigNet, 1-800-272-4480 or 811,at least 48 hours 20 10 0 20 40 60 RENOUR15HMENT P4 LE55 THAN 500 P5F,6EOTEXTILE FABRIC SHALL BE INSTALLED IN ALL UTILITY AND PIPING but no more than 10 workin days(excludingGRAPHIC 5GALE I" = 20'-O" PROPERTY LINE TRENGHE5 AND TANKHOLE5 TO REDUCE M16RATION OF FINE-GRAINED 501L AND SEPARATE g y NOTE THE AMOUNT OF RE-VEGETATION MAY BE REDUCED BY ESTABLISHED, z U_ Z weekends and legal holidays)priorto beginning EXISTING BUILDING 01551MILAR FILL MATERIALS.THE 6EOTEXTILE MATERIAL SHALL OVERLAP ADJACENT any mechanized digging or excavation workto STABLE EXISTING VEGETATION LEFT UNDISTURBED BY DEMOLITION AND 6EOTEXTILE MATERIAL BY A MINIMUM OF 12'A5 NECESSARY TO COVER THE INTENDED AREA. _ _ GOfNSTRUGTION DISTURBANCE C 6EOTEXTILE FABRIG SHALL BE 6TF130EX,TYPAR 3401,6TF150EX,OR TYPAR 3601 AS ensure underground lines are marked. NOTED LAND LINES z Excavators and contractors can also submit Q z < MARKETED BY EXXON CHEMICAL AT I-800-54-EXXON. locate requests online,through ITIC.If you do not NOTED WATER LINES - - - - - TERRACING IN AREA OF STAIR REGON5TRUGTION AND Z p 1.-9. NOT U5ED I- 10.COMPACTION TESTING: currently use ITIC, please call 1-800-524-7603 BLUFF RESTORATION: < THE ENGINEER WILL ENGAGE AN INDEPENDENT TESTING LABORATORY TO PERFORM(1)A STANDARD for more information. EXISTING MAJOR CONTOUR 10 15 REQUIRED FOR THE PURPOSE OF 5TABILIZING 015TURBED SOILS AND PROCTOR TEST(ASTM 01551)ON THE FILL MATERIAL(OR NATIVE 501L PROCTOR TEST(ASTM PROPOSED 5AND RENOUR15HMENT TO REDUCE ER05ION 01551)ON THE FILL MATERIAL(OR NATIVE SOIL IF NO FILL 15 USED)AT LEAST 12 HOURS BEFORE For safety reasons, homeowners are strongly EXISTING MINOR CONTOUR 6 THE GONTRAGTOR INITIATES COMPACTION AND(2)A NUCLEAR DENSITY GAUGE(ASTM 02922 encouraged to call as well when planning any APPROXIMATE AREA = 11,210 SQFT.(1863 SQFT.STAIRWAY+ 1401��Q.FT, CL PAGE : AND A5TM 123011)OR SAND GONE(ASTM 0155%)TEST AT A MINIl-VM OF THREE RANDOMLY type of digging on their property.Homeowners EXISTING GRADE e I. 6.0 RENOUR15HMENT AREA) < v 5ELEGTED LOCATIONS TO MEASURE THE DEGREE OF COMPACTION OF T14E SURFACE 5UB6RADE. can contact us directly at 1-800-272-4480 or by IF THE RESULTS FROM THI5 TEST FOR THE FILL OR NATIVE 501L DO NOT MEET OR EXCEED THE calling 811,the national call before you dig el = ELEVATION STACKED STONE HALL LANDWARD OF T.O. BLUFF: V DEGREE OF COMPAGTION SPECIFIED IN TH15 SECTION,THE COST OF TE5TIN6 WILL BE DEDUGTED number. For excavation work completed on LU FROM THE CONTRACT AMOUNT,AND THE TESTING(2)WILL BE REPEATED. personal property, it is the contractor's MATERIAL FOR 2I H x t�i8 LIN. FT. WALL 11.THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY SYSTEM IN ACCORDANCE WITH THE responsibility--NOT the homeowner's-to contact PHOTO KEY STANDARDS OF THE 5.GD.H5. CONTRACTOR 15 RESPONSIBLE FOR ALL INSPEGTION5 AND DigNet. Having utility lines marked prior to No. BEAGH AGGE55 STAIR: 516N-OFF OF SAME. digging is free of charge. SEE 0146 NO2 FOR BILL OF MATERIAL 12.NOT USED I I I I I - L of 2 PROPOSED NEW SHRUB/ PRUNE i/8.OF LEAF AREA BUT 5GOPE OF WORK - 5TAIR GON5TRUGTION PRDP055W BUSH PER PLANTIN6 RETAIN NATURAL FORM I. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY WORK. 3'-o"W x 40"-10'L6 SCHEDULE(5EE 514T 1), 2.CON5TIi(1) 4'Wx65' WOOD WALK LEADIN6 TO BEACH STAIR ENTRY 4.Ok1.O'ENTRY BEACH STAIR MIN 31-01 O.G. SPRAY WITH WILT-PROOF PER PLATFORM PLATFORM MF67'5 INSTRUCTIONS IF FOLIAGE 3.CONSTRUCT A SET OF WOOD STAIRS APPROXIMATELY i82' LONG WITH(1) 418'LANDING PROPOSED 56'BEACH I ju Y 15 PRESENT 4'WXil' ENTRY PLATFORM,4'xilb'STAIR,(1) 4'x8' LANDING W/RESTING BENCH, 4.Okt65' 4'WIDE STAIR W/ W/RESTING BENCH Al PLATFORM o of NEW YORK CITY (1) 4'l.C7 STAIR,(1) 4'x4' LANDING,(I) 4'Wxt4' LG STAIR,(1) 4'x4' LANDING, FWooD wAuc RAILING TO CODE(LYP,uoN) &LONG ISLAND 6ROUND LINE TO BE SAME AS (1) 4'Wxi22' L6 STAIR,(1) 4.5'x4.5' LANDING, 4'Wx2'L6 STAIR,4'x6.0'L NNDIN6, AT THE NURSERY 5'x5' BEACH ALCE55 PLATFORM AND A 3'Wx(i)IOb16 WOOD STAIR TO BEACH. o b 4'x6 LANDING 6,0 800-272-4480 1811 Ne ESTABLISHED VEGETATION OR A. MATERIALS TO BE U5FD U.O.N.(STAIR): 4'x4'LANDING MEANS OF STABILIZATION(PLANTED 1. 2X12 STRINGERS 4 PROP05M BEACH ACCESS 0 4 IS" MIN. FOR 2. 2X4 CLEATS b � or www ca18111.com PLANTS UP TO 4' 6RA55E5 AND/OR TERRACING) 3. 4X6 POSTS 5�R5 AND�HANDRAILS SHALL BE 4•D' `r (for other states) HIGH,20" MIN.FOR ::.:I:.:;;:. 4. 2X4 MID RAIL To CODE,SEE NOTES(THIS PLANTS OVER 4' REMOVE BURLAP FROM TOP OF 5 %4'X6 HANDRAIL By law,excavators and contractors H16H 6' MIN BALL 6. 2X10 TREADS working in the five boroughs of New York B. MATERIALS TO BE USED U.O.N. (PLATFORMS /LANDINGS): EXISTING BULKHEAD City and Nassau and Suffolk Counties on BACKFILL WITH TOP501L t PEAT- PILES TO REMAIN Long Island must contact DigNet, 1. 2X6 FLOOR JOISTS M055 3:1 RATIO BY VOLUME IN 9 EXI5TING BULKHEAD " 2. 2X6 PLATFORM SURFACE 4S' 1-800-272-4480 or 811,at least 48 hours TYPIGAL SHRUB LAYERS-WATER EACH LAYER UNTIL TO REMAIN but no more than 10 working days SETTLED. T NOT TAMP G. ALL HARDWARE TO BE 6ALVANIZED. 45145'LANDING (excluding g holidays) D. ALL LUMBER TO BE TREATED (E.6.GGA AGO U.O.NJ weekends and legal holida s PLANTING DETAIL prior to beginning any mechanized digging b" FOR PLANTS UP TO 4'HIGH 8" or excavation work to ensure underground N.T.S. FOR PLANTS OVER 4' HIGH *51 1.0' tlb' 4.0' t22' 4.0' t22' lines are marked. Excavators and contractors can also submit locate n t82' requests online,through ITIC.If you do not currently use ITIC,please call �1 1-800-524-7603 for more information. LL BEAGH 5TA I R PLAN For safety reasons,homeowners are �r I S"/ 1-0strongly encouraged 5GALE: I = ' " I ed to call as well when W planning any type of digging on their property. Homeowners can contact us EXISTING t� i DWELLING O directly at 1-800-272-4480 or by calling t521 811,the national call before you dig number. For excavation work completed on personal property, it is the contractor's X . 4'Wx65L6 WOOD WALK responsibility-NOT the homeowner's-to W I CONTRACTOR TO RE-ESTABLISH 6ATED ENTRY contact DigNet. Having utility lines marked PROP.2141614 STACKED STONE 6ARDB1 PER OWNER prior to digging is free of charge. WALL TO MATCH WALL 0 POOLSIDE I 4'l ENTRY PLATFORM 2.0 -EXISTING VEGETATION SHALL REMAIN IN PLACE, EXISTING STALKED DELIBERATE CARE SHALL BE TAKEN NOT To WALL a POOL5IDE EL.b0O' DISTURB ROOT BASE OF EXI5TI%PLANTINGS EL.60.0' NEIN YORK 5TATE BU I LD I NC CODE ----- ---- - -- ---- - -- - ----------------- NOTE: SECTION RR314 - STAIRWAYS ----- ---_--- --- - - - - ALL PLANTED VEGETATION EXISTING PDOL ------- 2x12 STRINGERS,4xb POSTS,----- -_----_---- I I_- �_ 2x4 CLEATS,2x6 HANDRAIL WILL REQUIRE MONITORING I I '� - - ---- AND 2x4 MID RAIL('IYP) ------ II - ------------------- - OVER3GROWINGSEASONS. 5EGTION RR314.5.5EGTION RR514.2 TREADS AND RISERS. THE MAXIMUM R15ER HEIGHT SHALL BE 8-I INGHE5(20q MM) AND THE MINIMUM TREAD DEPTH SHALL BE q INCHES i MM). THE R15ER HEIGHT II i i '- 4'x8'LANDING W/BENCH(BEYOND) SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDl OF THE ADJACENT TREADS. THE TREAD ------______ _____ _ ' _ ------------------- � l DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREM05T EL.50.0' - EL 500' V PROJEGTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE -----------------��- -ir - - ------------- a PROPOSED STAIRS AND HANDRAIL TO GODS- WALKING SURFACE OF TREADS AND LANDINCS OF A STAIRWAY SHALL BE 5LOPE1? NO STEEPER THAN -___5EEAOIE5,.5HEF-LNo2_ _ _ ____________ ONE UNIT VERTICAL IN 4b UNITS HORIZONTAL (2-PERCENT SLOPE). THE CREATE5T R15ER HEIGHT WITHIN - ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE 5MALLE5T BY MORE THAN 3/8 INCH (q5 MM).THE ------� ---- -- ---------------------- • 6REATE5T TREAD DEPTH WITHIN ANY FLIGHT OF 5TAIR5 SHALL NOT EXCEED THE 5MALLE5T BY MORE THAN 3/81NGH(q.SMM). I PROP05ED 5FR11B5 TO BE PLANTS)A5 AN ALTERNATE ---- -- ----- -- - -- TO BEACH 6RA55 IRE CONDITIONS ALLOW.5E° --- I V_ PLANT INS ING SCHEDULE AND DETAIL,THIS U46 YAZ w O --- ----------------- ---- ----- -------------------- - I I� u ii SECTION RR315 - HANDRAILS E.40.0' ;; I EL.40.0 ' PLANTIN6 SCHEDULE ' I 4'WIDE WOOD STAIR(BEYOND) W SECTION RR315.1 HANDRAILS. HANDRAILS HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INCHES AND 38 __"___T ---_ _ _ _ _ _ _ ------------------ I W1�INCHES (864 MM AND qb5 MM),RESPECTIVELY,MEASURED VERTICALLY FROM THE N051NG OF THE PROPOSED GRA55 AREA(MIX OF AMMOPHILA BREVILI6ULATA) ;; 4k4'WOOD LANDING(BEYOND) XX Z TREADS,SHALL BE PROVIDED ON AT LEA5T ONE SIDE OF STAIRWAYS. ALL REQUIRED HANDRAILS BEACH 6RA55 2-3 COLUMNS PER PLANTIN6 HOLE 12"OL MAX. ----------;�---- ------------------ SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS WITH TWO OR MORE RISERS FROM A POINT WITH PANICUM VIR6ATUM) SWITCH 6RA55 AT 2'-0" O.G.,2 6AL. ;; -4 WIDE WOOD STAIR(BEYOND) 4LIA J t Q DIRECTLY ABOVE THE TOP R15ER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF CONTAINER). �; 2xb JOIST5,2x6 DECKING 6 a �- MM • < N THE FLIGHT, ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. --------------�;---- (SEE GENERAL NOTES,No.9 AND l0) U f- HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1.5 INCHES (38 MM) EL.30.0' ____ _ ,, _ _ _ __ EL.30.0' W_ . < p_ BETWEEN THE WALL AND THE HANDRAIL. USE 5HRL65 WHERE NEEDED AS CONDITIONS ALLOW: - �c ' PROPOSED NORTHERN BAYBERRY BUSH(MORELLA TERMIN6 OTHER THAN AT TOE OF BLUFF ; % Q O 5EGTION RR3152 HANDRAIL GRIP 51ZE. ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE - BEv6TALL - - -- - - - - - ------------- --------------- FOLLOWING TYPES OR PROVIDE EQUIVALENT 6TxA5PABILITY. PENSYLVANIGA) TO BE PLANTED AT A MINIMUM 3 FOOT ON _(THIS DWG) _ _ __ �_ 4'WIDE WOOD STAIR CENTER(3 GALLON CONTAINER). U�JE�1x1000ASET PMKOILAKT�JT_aPE- - `y� - ---- (BEYOND) ------------ - -- ----------------- TYPE 1. HANDRAILS WITH A GIRGULAR GRO55 5EGTION SHALL HAVE AN OUTSIDE DIAMETER OF AT AND/OR PROPOSED BEACH R05E BUSH(ROSA VIR6INIANA) TO _SECURE WITH Zx(4' STAKESl_---_ ---r,- - - -L -•------------------- LEAST 1-1/4 INCHES(32 MM) AND NOT GREATER THAN 2 INGHE5(51 MM). IF THE HANDRAIL 15 NOT BE PLANTED AT A MINIMUM 3 FOOT ON CENTER(3 GALLON 4k4'WOOD LANOIN6 ;; 45k45'WOOD -- ------------------ -- LANDING GIRCULAR IT SHALL HAVE A PERIMETER DIMEN5ION OF AT LEAST 4 INGHE5(102 MM) AND NOT CONTAINER). - GREATER THAN 6-1/4 INGHE5(160 MM) WITH A MAXIMUM GRO55 5EGTION DIMEN51ON OF 2-1/4 INGHE5 AND/OR PROP05ED BEACH PLUM BUSH(PRUNU5 MARITIMA) TO EL. _-_ `'_- _ -_- _ ___ _ SpROp05E BEACH I EL.200 (51 MM). BE PLANTED AT A MINIMUM 3 FOOT ON CENTER(3 GALLON 1 1 �' t ' ----------Ji--- _ -- ACCESS TFORM CONTAINER). 5EGTION `' W/RAIL T CODE --- -� --------- ---------- TYPE 11. HANDRAILS WITH A PERIMETER 6REATER THAN b-I/4 INGHE5(160 MM) SHALL PROVIDE A (SEE PLANTIN6 DETAIL,THIS DWG) --- ------ -;i - --- - ( =------------------- ENGINEER: 6RA5PABLE FIN6ER REGE55 AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEAGH 5TA I R PROFILE ----------- --- __` ___ _ _ ____t-- ____ BEGIN WITHIN A DISTANCE OF 3/4 INCH 0 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF PROP TD.LNC_312 I --------------- pF NE(v Y SGALE: 1/S" = 1'-O" moi_ ___ _ ____ _____ ______________ � THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/I6 INCH 0 MM) WITHIN 1/S INCH BELOW THE WIDEST ,; To.LNv6=tlor r '�P, � T e0� 0 PORTION OF THE PROFILE. THI5 REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH (10 MM) TO EL_I0.0'___________ _____ ri _ ____ I PROP T.O.LND6= tl0.l' _____E_L.10.0' ! ��9 A LEVEL THAT 15 NOT LESS THAN 1-3/4 INGHE5(45 MM) BELOW THE TALLEST PORTION OF THE PROFILE. T.O.EX.BUM WALL= t8A' TERRACING 0 TOE OF BLUFF SHALL b• �i ri � THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECE55 SHALL BE 1-1/4 INGHE5(32 MM) TOA BE�o o.G.MIN -- - -- - -- `; - - to i -___ - PROPOSED 3'-0'WIDE x t10'-101L6 BEACH STAIR n w MAXIMUM OF 2-3/4 INGHE5(70 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INGH (0.25 MM). USE:2x10 LGA SET PERPENDICULAR __ m w TO SLOPE SECURE WITH 2x2x4' ---- ---- -- -- -- i - - (4)10'DIA Al PILES W/(2)2'X10"Al 6IRDER.5 Z� Z STAKES(b'O.CJAND 2'X8'AlJ015Z 6 Ib'O.G.FINISH DECKING __-- ------------- -_-- �; -T" PER OWNER TO BE PLACED IMMEDIATELY SEAWARD 10 0 349a � ---- x2.1 OF EXISTING BULKHEAD ESS1 -- 4k6'WOOD LANDING(BEYOND) - -- xIY AHWM °��� EL.0.0, 1- ------- JEFFREY T. EiUTLER,P.E. EX15TINC7BULKHEAD TO REMAIN, Q EXISTING PILES OMITTED FOR CLARITY O TREADS AND PLATFORM SURFACES FILL, RE-Y LGETATI ON AND TERRAG I NO To BE BUILT WITH SI UNTREATED SEQUENGE OF EVENT5 NOTES: p U_ < WOOD OR COMPOSITE MATERIAL. / 4.4 O I A I.CONTRACTOR SHALL TAKE CARE TO DISTURB AS LITTLE EXISTING VEGETATION A5 P0551BLE DURING THE EXI5TIN6 SHRUB5, \ Z fn �'�� HURRICANE I DESTRUCTION AND CONSTRUCTION PHASES. THE MORE ESTABLISHED VEGETATION TO SURVIVE THIS / f f TO REMAIN W 30 p COWTION I PROGE55 THE LE55 THE CONTRACTOR WILL HAVE TO REPLACE DUE TO DAMAGE. vW O (S� 2.ANY DEAD OR DAMA6ED VEGETATION SHALL BE CUT 0 6RAOE AND REMOVED FROM BLUFF FACE. 1 \ ~ __ NOTE: LEAVE ROOTS INTA(T BELOW 6RADE. EXISTING BLUFF FACE 0 LU Z z (�/ ) PLANTINGS(TYPICAL) I 3.ANY UPROOTED TREES,ETC.SHALL BE REMOVED FROM BLUFF FADE WITHIN THE AREA OF WORK. „• 0 () Z Z m NOTE: LEAVE ROOTS INTACT BELOW GRADE. ~ GULLIE5 LANDWARD OF EX.STONE WALL �� 111 - �j i 4.NO RE-VE6ETATION OR TERRA(IN67 INSTALLATION SHALL OCCUR UNTIL ALL CONSTRUCTION 15 COMPLETE. ;.: a LU O Q� IL 5.NO FILL SHALL BE TAKEN FROM THE SURROUNDING BEACH OR BLUFF FACE. 3. SHALL BE FILLED AND GRADED TO THE LEVEL W CL Q < " OF ADJAGENT BLUFF FACE,REINFORCE BY 2'X12'GGA PROP.2 HIGH STACKED �`,�,;.; �",.'" F STONE GARDEN WALL ID ;::, TERRAGING AND PLANTING W/APPROPRIATE I STRIN6ER5 MATCH WALL o POOL5IDE I b.SEE PLANTING SCHEDULE,PLANTING DETAIL TERRACING SCHEDULE AND TIMBER TERRACE RETAINING � :::,x:_.< o Ib'OC. 2.0' PROPOSED SHRUB5 TO BE PLANTED A5 AN ALTERNATE WALL DETAIL,THIS ' r NATIVE VEGETATION. Q N I I TO BEAU I GRA55 WI�2E CONDITIONS ALLOW 5EE ' `•" - ;': 1.PROVIDE CLEAN SANDY FILL FROM AN UPLAND SOURCE(BEACH COMPATIBLE 6RAIN SIZE). THE AREA :,::,.�;,�:_ ',-:r•.. I I PLANTIN6 SCHEDULE AND DETAIL,THIS OwG -.;:•_� [� LY N �- OF WORK SHALL BE RENOUR15HED AND STABILIZED TO THE LEVEL OF THE ADJACENT BLUFF FACE(THE ": _':_=Yz►� I I EL.bOD' �:=~ PROPOSED BLUFF FACE I 1'0"t --- A T --- AREA OF ACTIVE EROSION TO BE RENOURISHED W/ NATURAL GRADE). �� � I_W Z v l I i I 2'X6'GGA B Ib'O.G. '. :,; CLEAN SANDY FILL PURCHASED FROM AN APPROVED 8.WORK WITHIN DESIGNATED AREA OF WORK ONLY,UNLESS OTHER WISE INDICATED ON PLAN. ` `:."".,:;�•; Q Ln v I I -----' '`"" - `"'''� '`, - -- UPLAND SITE 0 05ED BEACH CRASS q.APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. �.:;�-����. 2-2'xlo'LGA ----- ----__ ```"= •'-'' _- 10.TO APPLY FILL: TERRAGIN657: 1 NTED A5 lfl 1- 6IRDER _:; a.WORK HORIZONTALLY ACROSS BLUFF FACE LIMIT - U5E 2x2x4'LONG GGA TREATED 5TAKE5"" ""�"` IN PLANTIN6/ - '"'°-��� ��- L THE WORK AREA TO 3 4 FT OF VERTICAL � O - --- EX VEGETATION TO REMAIN IN PLACE, LL I P05T5 To EXTEND I 1 ------------ -: .:,: SURFACE AREA AT A TIME.CONTRACTOR SHALL APPLY FILL IN IT LIFTS,TAMP BETWEEN LIFTS. W/2xb GGA PLANKS 5EGUREP TO 5TAKES�;`l;ll' '`' DE IBERATE CARE SHALL BE TAKEN _ A.a L>_. b'-0'BELOW rte. . UNDISTURBED SOIL(MND -I ��� 4" 'GGA --------------=`'= ; ^�-y;i' _ NOT TO DISTURB ROOT BASE OF 11.OWE NATURAL GRADE 15 ACHIEVED WITHIN THE SMALL WORK AREA PLANT PROP05ED VEGETATION AND (MIN 6'-0" OG). INSTALL TERRAGING ` O m I I i 1 i R P05T5(TYP) EL.50.0' : :_. ti> ExISTING PLANTINGS INSTALL TERRACING BEFORE MOVIN6 DOWN TO THE NEXT VERTICAL 5URFAGE AREA PERPENDICULAR TO DOWNWARD SLOPE. I I --- =­" ':.�� --- 12.CONTINUE PROCEDURE UNTIL PROPOSED AREA OF WORK I5 COMPLETED. I I 1 I ----------- --- SECURE 2xb PLANKS TO ADJACENT ;. p Z W II-II 1I I I1I II BLUFF GRAVEI I = PLANKS ALON6 HORIZONTAL PLANE.IN ERODED AREAAREA TO BE REbUR15HED AS SFONr Z (� < -- - ��--- TERR4C1 NC SCHEDULE _ o � Q I I I I TERRAGIN6 OTHER THAN AT TOE OF BLUFF SHALL - I I BE IN5TALL PER TERRACING SCHEDULE M05 DWG) V ' TERRACE SLOPE ACCORDING TO SGH. BELOW: TIMBER TERRAGE RETAt I N I NC7 HALLUSE:2x10 GGA SET PERPENDICULAR TO SLOPE _ __ `:` ' ___ ,,•::... I I 1 1 1 I SECURE WITH 2x2x4'l STAKES(6'OL) E-.40.0' --- --- -- ------ -- -- .:., SLOPES OF 1:3 SLOPES OF 1:2 SLOPES of I:I OR GREATER AND PLANTI NC DETAIL I 1 I --------------------- - TERRAGIN6TOBEINSTALLED AT FAGE : L J I I I I TERRACING TO BE INSTALLED AT TERRAGIN6 TO BE INSTALLED AT 56ALE: NONE 5TAI 1 1 1 1 1 I SEGTI ON IB 1 6'D.G.SPACING 3' O.G.5PACIN6 I'O.G.SPACING GON5TRUGTION DETAIL LJ 1 1 1 1 AREA OF ,SGTI VE EROSION2 NOT TO SCALE I I I 1 - I I 11 5GALE: 1/5" = 1'-0" 3 2 1 NY50EC APPLICATION NO. of 2