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HomeMy WebLinkAbout1000-51.-1-8 1 OFFICE LOCATION: ®"\0f SOyOl� MAILING ADDRESS:.- Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) cn G Q Telephone: 631 765-1938 Southold, NY 11971 • �O P 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: February 9, 2016 Re: Proposed Local Waterfront Revitalization Coastal Consistency Review for NEIL & LORI KEARNS SCTM# 1000-51-1-8 En-Consultants on behalf of NEIL & LORI KEARNS request a Wetland Permit and a Coastal Erosion Permit to remove and replace existing wooden portion of bluff stairway below intact portion of historically existing concrete stairway (to remain) with a new 3' wide by ±31' long (top to bottom) elevated timber bluff stairway consisting of a 4'x4' platform, 3'x19' steps, 4'x8' platform, 5'x6' landing, and 3'x12' steps to beach; remove existing concrete debris from beach; construct along eroding toe of bluff approximately 99 linear feet of stone revetment, including ±12' easterly return, consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; {' and restore bluff face by constructing terrace retaining walls and placing approximately 284 cubic yards of sand re-nourishment (including approximately 234 cubic yards of on-site,material excavated from toe of bluff for revetment installation and approximately 50 cubic yards of clean sand to be trucked in from an approved upland source); and to be vegetated with native plantings. f Located: 18075 Soundview Avenue, Southold. SCTM# 1000-51-1-8 -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 proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP provided the following: 1. Verify how the construction area 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. i Town of Southold FEB 0 3 2015 LWRP CONSISTENCY ASSESSMENT FORM Southoirt Town A. INSTRUCTIONS Planning Board 1, All applicants for permits* including Town of Southold agencies, sha (comp ete this CCA 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 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 Plannin Department, all local libraries and the Town Clerk's office. E r3, E rE; B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 51 - 1 _ 8 DAN 2 2 2016 ' PROJECT NAME Neil&Lori Kearns Boaf Tr 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) (c) Permit, approval, license, certification: Nature and extent of action: Remove and replace existing wooden portion of bluff stairway below intact portion of historically existing concrete stairway(to remain) with a new 3'wide x+/-31'long(top to bottom)elevated timber bluff stairway,consisting of a 4'x 4'platform,3'x 19'steps,4'x 8' platform,5'x 6'landing,and 3'x 12'steps to beach;remove existing concrete debris from beach;construct along eroding toe of bluff approximately 99 linear feet of stone revetment,including+/-12'easterly return,consisting of approximately 3 to 5 ton stone placed over 50 to 100 lb core stone and filter cloth;and restore bluff face by constructing terrace retaining walls and placing approximately 284 cubic yards of sand renourishment(including approximately 234 cy of on-site material excavated from toe of bluff for revetment installation and approximately 50 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings,all as depicted and further described on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated November 13,2015. 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 1:1 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 Narrative Addressing Chapter 275,Chapter 111, and Local Waterfront Revitalization Program Policy No.4 for NEIL AND LORI]KEARNS 18075 SOUNDVIEW AVENUE SOUTHOLD,NY SCTM#1000-51-1-8 The subject property is located along a stretch of Long Island Sound shoreline running parallel with Soundview Avenue that has been severely impacted by increasing bluff erosion during the many Nor'easter and other significant storm events of the past decade, especially including the Christmas 2010 Blizzard and Super Storm Sandy in October 2012. In response to this accelerated shoreline erosion, owners of privately owned properties located throughout this geologic cell have been forced to seek approvals for the construction of shoreline stabilization structures,including those issued by the Board of Trustees for rock revetments fronting 17665 Soundview Avenue(located four properties to the west) in November 2011 (Wetlands and Coastal Erosion Management Permits Nos. 7692/7692C) and 17555 Soundview Avenue(located five properties to the west)in September 2015 (Wetlands and Coastal Erosion Management Permits Nos. 8682/8682C). Also located less than a mile to the east of the subject property is the rock revetment that was installed by the Town of Southold in 2011 to prevent the collapse of Soundview Avenue itself. The Board also approved,a rock revetment for the immediately adjacent property to the west(17975 Soundview Avenue)in June 2015 (Wetlands and Coastal Erosion Management Permits,Nos. 8620/8620C). Similar, ongoing bottom-up erosion of the subject bluff is evidenced by a landward transgressing bluff toe; a steepening bluff face; the loss of naturally occurring vegetation from the toe of the bluff up to the approximate mid-point of the bluff face; and the collapse of the lowest portion of the historically existing cement bluff stairway. Therefore,the applicant is proposing to remediate this ongoing erosional loss with an erosion control project designed in accordance with the generally accepted eroding bluff stabilization practices recommended by the USDA Natural Resources Conservation Service, which is to simultaneously stabilize the toe and eroding portion of the face of the bluff by implementing a combination of structural "hard"toe stabilization and both structural and'`soft" sand renourishment and revegetation of the bluff face. Specifically, a stone revetment is proposed to stabilize the toe of the bluff, which will occur first. Then the"washed out"portion of the bluff face can be stabilized with terrace walls 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 project also includes the removal of concrete debris on the beach from the collapsed portion of the concrete stairway and the removal and replacement of the wood stairway previously constructed in place of the collapsed,lowest section of concrete stairway. The stable upper portion of the bluff and intact portion of the historically existing concrete stairway, which was constructed during the development of the Alfred H. Cosden Estate in 1916, will remain undisturbed(see attached excerpt from"Ever Eastward"by Geoffrey K. Fleming. Page 1 of 2 Pursuant to principles set forth by Section 275-11(B)(1)(b), the proposed stone revetment is proposed in an area suffering from extreme erosion, as described above. Consistent with Section 275-1l(B)(1)(b), Sections 111-10 and 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 encroachment on the beach surface seaward of the existing bluff and to avoid causing a measurable increase in erosion at the site or adjacent properties or result in any other adverse impacts on adjacent properties or natural coastal processes and resources. The proposed revetment is in fact designed to tie into the recently approved revetment to the west, and there already exists at the easterly end of the property and westerly end of the adjoining property to the east a significant cluster of natural fieldstone. Further pursuant to Sections 111-10 and 111-15,the purpose of the proposed structure and integrated erosion control remediation plan as described above is designed specifically to stem the continued denuding and loss of the bluff,the property's natural protective feature; and the design has been 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. 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 will not be 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 recent pattern of severe erosion throughout this geologic cell; 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 i k ' •„s,��''�.F. lt. 's .'•'!yr'. 1 1, �L �Q,c���arl�rn�tcyatY� f rcL`Q�duf�i�cG GEOFFREY K. FLEMING Yh° _ .�n _ f _ iry` _ >?i y, as '�1z�rti :» -0, "- - - .rix:• � : Tlever a man to be undone when it came to business, )ttage, 1917 Cosden sued the contractor, E. E. Paul The in ' new house because that had built his 7n the Construction, i up to the terms of their contract. Burley, they had not lived ' whether Cosden was � There is information on York i i his bUSIReSS expertise, t successful, though knowing Lnd his r of a new addition is very likely. This ran y was also the yea January 13 1918,at the age of ',��� -`" �;`� ��`"' - �x%��`°°�'•� z to the family. On Jan y g r iumber e the proud parents Alfred and Loraine Cosden becam zealthy, z ` of a daughter,Carol. own agonal 1 e by any standard. was large The �,�,�.,.� ;%�''":�;'•:,'�_ They The Cosden estate '<..-• ="�w" b� = ��� Th a specially designed golf course that house sat opposite as the � f A good golfer, he often was established by Cosden. uildmgS invited friends and family to partake of a couple of during x Carol Cosden in front o f the mansion, and I holes on his private course. Daughter Carol, when , HS.,; P y 1924. From the Cosden Collection, pM1�`5.,1 11" young, often caddied when her father's friends la ed ; .- orwalk, Southold Historical Society. five or ten cents for herself. "" ''' in order to earn fi - - - -r -_ : o- v), FAT >Y ti,. rr a' large 0f _- 1 - „rt _ = "�>. - rvy r� -.:..r•�� u�,�:"-LC�-u� .-.5-�..riYs-?..-�v ',1.., u y 4 (Ix rt� ar l -!j ith _ ..� g _ - '`4 :x ,a S _ e •{� �v'Y ,$c j+h'y rhe St - 1?i„_, ,e,54F+�•! �1 APR s `f 3,L - - C d y ' rY .a: 'Farsr..3.'",' "'.,r•.rc�', i.- R','�,,._:�'ra.'^„A;-'4• xe.. ^>'#:71­77— �F y,�; ':'i.'r%r"-f* mar,,,,,, '`7M•' �;>, "e.- ht+kr+he'd+ �Ri'u '- r4e �F 21-4 mc,i.Q"$ *1Fk !ky,u �"S'-3=++'�'=%..ai`Y��x""' - d.�' ",�w,`. •zYu sr-'� �.a'�p-Sa> 1'+.•. 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'� .Y<ti'r -" �-'�'.�%"-Y..+,�, � '���' .rs� '7. =s-+,-T'n.-•w,s;.�i�. �=��-�:�'�i=.xL�'�x'`�"','7�?r�.:"��,,�•�;r�"s:' b a,�'i�'=�~ +�,•'�''- ¢` ��t =i=' �':~?-'1 �"`r4=,�.—^t'.-".'.'""�;u��wr�r'»�—..- "`•• x T�s�, �`�y`��-.F4",..n.�i"..._�'--""��:z-2�' ''�` +.^,.v`� �„ b.:�'�7 x 3 -,.x,N'* ri;.�t.�'w��� •-a,:_,.s:. tr4 y 'a;, �.,�.;3� zfl1 The gol f course wah the mansion beyond,c.1930s. Cosden built this private course for the pleasure of himself and his guests. Twice planes in trouble were forced to land on the golf sY the Cosden Collection,Southold Historical Society course. From Frt y across from the golf course, The mansion lot was four acres, and the house itself sat �- *3� lian fishing overlooking the bluffs and Long Island Sound. "From the_"house ;there.'was,anr'elaborate Cosden:A miiety-eightisfepµstaircase down' to rhe-,private'beach beloLv' The beach would serve as an important recreational area for the family and their friends where many picnics and $i4ysllr )llection, xk celebrations would be held. ,; a Alfred H.Cosden and his Estate at Southold/23 ..,ti..fi'-}.aiea:.mmr:F..�•"•.»»k°:�L�4'�`- -- h�v1v` _�etx�l±t�ri'W� , :w:�c:x4•�f'^' '._-ter.,.. .... .._ __.'�„.s,m:,..y.g,_:-;.::-_�`'_.�"v.,:drc _ _ -W._.,,_,....__�...�_e�,.i.,,«.-..,.,.._ ._._�. .,, .,« _ _ �i' Z NO T— ;;, = 18! VY vi, Z;V ­ , 2 4 xt, N r face,c. 1930s. Shown after the 1017 showing the Mansion rear The rear of the Cosden:mans staiica�e completely engulfed the staircase to 'do—?to the Sound beach,-1 916- plantingshad the Sound- From the CosdeW Collection;'den Collection,' From the COS I The east porch,c Southold Historical Society. Southold Historical Society. as the primary built of stone and brick with a blue slate hung there were The house itself was a Georgian Revival structure In the basement was the be seen on occas lightly projecting wings roof. it had a large central block with two slightly room, decorated with memorabilia, was and game room. The game door to the nort kitchen, service areas, side of the house was a -k door in the cent often used by Alfred Cosden and friends to play bridge. On the east s when they arrived chere," used to protect visitor large and commodious porch and"Porte co At the west end during inclement weather. room included existence, locate D.C. Through Jacobean mantl A!, - "�,;,_ .-*to-.s;r � -'i#`�"'_> �='=`^'^,^, a�.;x.£w..aa.:a' ::.w.,�mc (�..r ,,.7:7r�':�,,,�� �'rc°;,t M« q �Jrltryr� '1�J' J'+tEd W. At A nrg- T":7, Collection,Southold Historical Society. The mansion,1935. From the Cosden 2�, s a huge living room,which encompassed the entire J occupying the first floor of the house wa central block of the house. it was decorated with large,overstuffed furniture that was popular Living room 6 "I shown led out A at the time. A flocked wallpaper covered the walls, and bookshelves lined both ends of the porch. This al, room, containing a fine collection of leather bound volumes. The large ceiling fixtures that living room Collection 24 Ever Eastward nR M. :V,; ")V A 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 F] No F—] Not Applicable The proposed structure will be installed along the existing toe of bluff and above high water associated with Long Island Sound and will not prevent or inhibit public access along the beach. 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. El Yes El 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 DATE 01/19/16 Robert E.HeWmann Amended on 811105 2- c� oa zsoc 25 ayz-sps � �3 ps ws � ,px+•�n�j �.2 SOUND � �sacl e1�P uoioe '/ O �D OS31-0I SEESEO NO 1J0 pgos ISLAND r11 C' LONG ' � �' � �� __ w • t is t� tiA(d / r PD 70 5 E 5 ml ,� g '"` �K •' 9 t2 to / LD 43 c9 9 N n t5 to \i tpNq 2t ut X23 k ` ._ L 4 g t 12 n , C SOHD 5 ti ,tyl) AVE u SI a n 1y1 ` SEE SEG NO Ixi w tea _ 1t nl \ty '125 tapld tb 1f5 t9NF) AN.°1 a W �1� -I f>'s ito w z.le g 1V f ,xPl 2 1P 'w al)a 9 129 O"9,P FOR PCL NO SEE y yyL1~ c S EC afz SMOANOYLT 53 w a E @ 9 wl F 1 p52 OB-0O�O SOO, 5 , san y9n• '� gw 141U \tea✓ ,p' / Wt° x.w stu J��R �t yt' w+ au afz t an:� as w "� ,,.a •���P tztt�� n A $e'G �, � �—°w'\Z�� 7 PEcoNIC IANO musr we C 'r �� p O ERRY12't p � iwr®N•mxr,.-r,�NN CSD 4. " a�d x, a_ tNILDB tzts to t2 M1� n � ^atT1' t 1� -9 p•M�N;�� �' 1 oah+cp1'��N J 5�Oy + ^p� /' 5 °B yep b � w 1218 O•Q1a �y 'C f � �`b. +c� Ptvflwl'x[tow[rRwt+rt9 � � px6.n1 11' �•cxxaAirurwxE&mal ,o^^ A y 92 a T, h Ow ,n tpA n 1 P M1 E. W p Tyc) n2 t,P` abA ar�� 4y1`•°Pp0 �\,� x^ ,+ �,` O f�i E 1➢� I' G A as ' wc,ns 111_-- __ —^I >a ,, s• �� '� �PORPCLNO OSE SEC NO w 1 p4cl 0 u y0 4 1 G f s a 6EE SEC NO •p � • �t� \L x\ �,�r rO p ` t�j 1p1x � a yT 0 II 2TA paSp1p0at w v _ CN ---uNE + a e tinkl -�c;rZvxa Cv, tW) sx ipA 3 5 a •�• NOTICE COUNTY OF SUFFOLK © E ,ta pr SOOTHOLO SECTION NO ____ __,,,__ CGS; Real Property Tex Service Agency r E ------ --- cOxmi n Nrltzat M a EOF 051 N a..rar r mvu. , o.vu • wr O....x. n w rttHaly rtu —__— v.uu --r-- mu--x••-- P rca rwcr xp 1000 N PROPERTY MAP • - s ;�.•�' + tis• � ,•r: •4'_ .K� .''� „mss Ot�ti !R .*, •yL' . "' •,rte{ 1k� _k R lot od" �` k,"yak •-� a fi+ 'fIlk 1 41 --------------- ' InM �� �P �1 �� �. � .'. � /J' "J '� j3.4".•E��, r�� . pMn`_ .Pcr � ., . �. � .:1 ,.` .. - � ,,4.N��. •� _..�. __ _.... _� a. �/ �Y- �+� .- � ,-+* *�� gam' 44 <•:.. _.__ } .•F •",,"'a any • R.�i11.G • •ai-i:r �. SJat W � ,•, li.. ..: -: .::_.� 'Y .q fi ".r.���+pyl�a.,,���g.'.p3 rw� �y�t�° GW lAt ae • 7 � „ r a w 1• / . ,.' o .�� .+.-.. �; .. „. X4; '.R�`•�'R ,•'`1�.T•�sr�k.'R1C'►•-e� ;;HA� �i p. Cr. " � 4 1 1Jtn NEAL AND LORI KEARNS, 17975 SOUNDVIEW AVENUE, SOUTHOLD - .- .►.fes � �.'3i. —' w �r r . h J F' t- r Figure 3. Looking north from lowest portion of existing concrete stairway to remain and over existing wood stairway to be removed and replaced with new wood stairway. .�y .i�s'. a} r4 *� }•..�" �' Ate AP j i e r :� ✓i! .e R d - Figure 4. Looking south at uppermost portion of existing wood stairway to be removed and replaced with new wood stairway. NEAL AND LORI KEARNS, 17975 SOUNDVIEW AVENUE, SOUTHOLD a � L Figure S. Looking southwest from beach at bottom of bluff;existing fieldstone to remain;concrete debris to be removed; and existing wood platforms and stairs to be removed and replaced with new wood bluff stairway. r: � y f r q� t f + �Y ' — t °3 4 - r- , Figure 6. Looking southwest at existing wood beach steps to be removed,at location of proposed rock revetment along toe of bluff;and at lower portion of severely eroded bluff face to be restored with terracing,sand renourishment, and revegetation. NEAL AND LORI KEARNS, 17975 SOUNDVIEW AVENUE,SOUTHOLD AC .3 4 # _ "yt * + ^�t « _4.a' $ ..`y. t'� �f �y f.. .`9'"r•tle ltif■lam��1� �1-��! t3Y .� §'• `k' k,l^ �'4 ".}�1 .� YYO '40 rf!-:'�.y r. < Figure 7. Looking southeast from beach at location of proposed rock revetment along toe of bluff and at area of severely eroded bluff face to be restored with terracing,sand renourishment,and revegetation. 411"r •i a i ;fin Rt { Figure 8. Looking south from beach at location of proposed rock revetment along toe of bluff,•and at area of severely eroded bluff face to be restored with terracing,sand renourishment,and revegetation. ­77=7— `­4 , 7—, 77,7�7f-t , % 5 uickI ,V,eWihate'dikahce po ;,,,2,Q6o- Am ;i-,O gdfifel-.'24',000, n's' z e'!gip. V TRK f. 25 25 VS6bjqc--proppi ty 7 pt --min "D VIEW_ --�rs. —01 �AGE *wy park Nle 41a 4- ''A Ad 17 -4 II$ MOCIMINGSIRD jr IN )Vine, FU 48 Ic VP TRK' If 25 southol A i/0 e id- ft BIaX p ERON N IOU" A N I C) D '00 Tow.. FOR \V, 1,nji Fbu"nders- j I : Southold f! 11,19 Land' o IIS . .... I Harp6ir'Pt v A/ A�I COR I ILA CUSTER �,D VIA. So Z MAW!- Pari , z Indian Mud . RAO& j AV W s s g,); �rg IP'T F'" p 1p 41 gT oats ai, sY- \ ! ISN J IS N 4� ri ' �ov "• p�i� il 4�� 11+fjl1 , LAKr vlos Re J0 L �J 3 -4 RIGGIff-ff GREAT HOG Iz L -e. I I NECK 0, AV g a Elf 7-0-mwrr 'DI dprp-\ IF MIEW �`A �, l m rJ , ^�1 fo�A SURVEY OF PROPERTY sQtJND SITUATE ISLANDt0SG S O UTH O LD TOWN OF SOUTHOLD 1 I SUFFOLK COUNTY, NEW YORK 1 0I I APPARENT LOW WATER MARK I o I I n I S.C . TAX No. 1000-51 -01 -08 A „ SCALE 1 "=30' E AUGUST 25, 2015 1 N 88°43935" E I 55.48 , I I 2.3 I - 2.4 I - - - NT 4 TP - WOOD STEPS & LANDINGS I I TIE LINE ALONG APPA OB 25/ JcROCK ApEA> OVER OLD BROKEN CONC, 15 HIGH WATER MARK ON 3_4' STEPS & LANDINGS x3.1 WOOD STEPS ECK14. -5 o o AREA = 52,287 Sq. ff. 3 9 -10 N (TO TIE LINE) 1 .200 CIC. z/A BOTTOM OF BLUFF MJ"5, -12 N .� ..yA... . �. . j. _ - - 14 Jr- v -4.9 - -16 . . i a- 0 - i2a _ - 14168 - ' - - __ - J_ z9.o- '/ 7.0 / NOTES: �32 �w �4-- z1-4 _ � 28233.9 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM C .�ALL EXISTING ELEVATIONS ARE SHOWN THUS: 50.0 4_ \ CONC. X34 EXISTING CONTOUR LINES ARE SHOWN THUS:- - - -so- - - - o 36- - - - x 4Q, \ \ _ -36 _ _ _ � _ F.FL.- FIRST FLOOR 40- x \ \ \ \ - - -38 G.FL.- GARAGE FLOOR \ 42- �o -40 T.B. - TOP OF BULKHEAD _ \ B.B. - BOTTOM OF BULKHEAD � � � � � - � � qi g T.W. - TOP OF WALL 46- 9oN -- B.W. - BOTTOM OF WALL 4B' \ \` N ui -42 4B 4�7\ \ 50- X51 ` 51.4x \ - _ - -44 52i 52.2 -46 \ lap # _ - -- -4B FOUND \\ BUFF -*9.4- 49. 0 Z 53.149.5/ TW54.6 rx -50 /'97 49.6 53.4 m f z 14( TW54. TW54.0 r' N WALL -52 t 1!1 o _ n58 TW54.6 -54 REMAINS OF53.K 54. 56 CONC. W3fi�D / 54. A _FCS _58 t JAN 2 2 2016 -60 _X z +j FENCE \N / , r GNp/ / x 6 z S`v"i j Gi ii Ylil O.L. FENCE 62Boad of Trustees �EpFMP 0y /�'� 61.6 1100, LINE p5 P�P PRS pF p9 54- / _-`'�. _ 61. ` 1 / NPZPRO510�8 PSHEES r SSPE ER05\0 x 61.9 / m GOP NOlo m )ms x 0. 61.5 P y mz Wa01 ORM PLA o0 FENCE / ° ° FENCE 0.9,E. / BRICK WAL ) / 62.3 SHEp 18W' 4.4 / 14.3 CONG. WALK 62.3 So 009 4.9' x PAVER PAIo 0 40 °o -Un r o INGROUNO POOL m ZA 3TW. z ) )) 160 19.0 MPSOIA °e v �.y 71 ❑ A-` Pool ) O Z EQUIPMENT CD aZ O� pl N. FENCE �• fRPM NOSE r 4.1' ) GATE 2.0'W. t=1 A�3 FENCE 1 19• 11.,, 0 6 E, 3 aF L• 1 S�pR� Co C, < . !WIRE BRICK a o' D38 nA ° \° RA10GE ) `r- m °°o TIUTY GA j 62 263 0.1360- c oa ° POLE G ° 5.4 .A' 4.2 ) d' v 0 METAL 161 0 o < SHEDnQ �oG ° fir; a� 1 4.7 R�fl p A e �c rn� io• 2 ° ° 6f %�„ J) m .7. FENCE e° a� 0.3 W. O )))' °° I N. UNAUTHORIZED ALTERATION OR ADDITION z ➢ t ) TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE 1 �t) EDUCATION LAW. Z ° e° ) COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR t EMBOSSED SEAL SHALL NOT BE CONSIDERED UTILITY POLE TO BE A VALID TRUE COPY. ° 1 z 4 CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY o 8' t IS PREPARED, AND ON HIS BEHALF TO THE / t TITLE COMPANY, GOVERNMENTAL AGENCY AND { GUY LENDING INSTITUTION LISTED HEREON, AND tt ) WIRE TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. / ) / t ) FENCE t 0?E THE EXISTENCE OF RIGHTS OF WAY ° ) AND/OR EASEMENTS OF RECORD, IF FENCE ) ANY, NOT SHOWN ARE NOT GUARANTEED. DYE. PREPARED IN ACCORDANCE WITH THE MINIMUM ) un STANDARDS FOR TITI,,SUBVEYS AS ESTABLISHED 3' ) N BY THE L.I.A.L. D fPERODEB-.(AND ADOPTED o N FOR SUCH S� HE'..N�'W"(�RRSTATE LAND TITLE AS IATI d v tJ •��' T F ) 01- ' GONG i �.5 CP FOoNO O N CA a1 � COLUMNS GAjE _ epSN e je O N.Y.S. Lic. No. 50467 W vl\R N6R\' Zo F0 4N 0 GVY 0 Nathan Taft Corwin 'II SO O MET AL FENCE _ PpNEMENj p a•° ° \\��\ 3,Aa5 E ROP S 1 J PGE Of Land Surveyor _\GNNo�s -E ° a p Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS Jamesp; Neaw Y'6?Cd11947 Jamesport?'NPwxYbrr 11947 CENERA�L DOTES ::: :': 511'E.I�O�A710 iISLAND . / r asham .0''.'r .• '.. APPARENT LOW HATER MAW` I. CONTRACTOR SHALL GHEGK AND VERIFY ALL CONDITIONS TO THE SITE PRIOR TO STARTING (I(AGHINER ) ---W•- I___.__._ ....__,_wN,.°_ _ � -� I ROCK� ...:..: : ,.•. :. Ate- _.....--�-'• ...� � ... l ON 03/09/14 D ! 1`t:$. ._. N JETTY -LONG OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE _ _ �T SOUND / Gond.,. ; b A Qlv CT 2. WORK SHALL ORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND l am'- -- I f' 1 IS I I l L SD REMOVE EX. GONG.STAIR DEBRIS BUILDING GODS AND ALL RULES AND REGULATIONS _ .�: r �.• ' U REGULA NS OF THE TOWN OF SOUTHOLD. `F so AND GONSTRUGTION DEBRIS FROM APPARENT LOW WATER MARK PROP05ED TOE OF BLUFF ALONG 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT A5 �� BEACH(EXISTING NATURAL ON 03 Oq 4 I INDICATED ON THESE PLANS THE CONTRACTOR SHALL STOP WORK AND - '{CO 1 O HAUL ALL DEBRIS TO AN / /1 EDGE OF REVETMENT(EL. ±3.q) NOTIFY THE r cT } 1 I ROCK 1�l 00°43 35�� E N 43 FIELDSTONE TO REMAIN) APPROVED UPLAND SITE B ENGINEER SHOULD HE FAIL TO FOLLOW TH15 PROCEDURE,AND CONTINUE WITH THE WORK,HE ~, ' APPROX.LOG.OF 5EA50NAL �� I SHALL A55UME ALL RESPONSIBILITY AND LIABILITY AR151N6 THEREFROM. Perk JETTY I 55.40' HIGH WATER MARK 2 - ALL EX.WOOD STAIRS AND A 2 AREA OF EXISTING NATURAL 4. 6RADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO INTO EXISTING s \��` ! (- �•.\ 3 TIE LINE ALONG APPARENT ON 08/25/15 , 23 ROCK FIELDSTONE TO REMAIN ROCK SLOPE. HIGH WATER MARK ON 08/25/15 ?4 PLATFORMS TO BE REMOVED R .'� 24 /fix r/ s JETTY 1 PO`>FD 1101 LG ST� 8 c 01ION JETTY 5. ALL FOOTINGS SHALL BEAR ON U015TLPBED 501L WITH A MINIMUM SOIL PRE55LRE OF 2 ' PROP05EP NEIGHBORING�� 5 I o INGLUp1ty6114 N 16HBORING REQ , TONS PER SQ.FT.AND SHALL HAVE A MINIMUM OF 6-0"OF COVER REVETMENT SDEG T x 3.1 '� ' _. - - _ o CONNECT TO� PROPOSED ±12 RETURN (EAST) b. DESIGN TIMBER STRESS-DOUGLAS FIR,N0.2 GRADE FB =825 P51,E= 1,200p00 P51. •-'-/ I '° DAY - 41 __6 PROP. STONE REVETMENT APPROX. ±9q LG IOp05ED TO 1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. THE I No.1-413b-04400100001 EXISTING TOE OF BLUFF x - PROP05ED WOOD STAIR ENGINEER HAS NOT BEEN RETAINED FOR ON SITE INSPECTIONS AND/OR OBSERVATIONS Of- AND TOWN OF 50VMLD :•: :a. VARIES(+J:L.3.4'-4.b') 39 ,I E --8 STAIRS INCLUDING ±12' 1_6 RETURN (EAST), PLUS ±8' LG APPROX.LOG.OF 5EA50NAL o ,�� THE CONSTRUGTION. WETLANDS AND COASTAL �. - 3_4 .e�PAc � -_ --1 2 EXIS ARMS SECTION PROPOSED TO CONNECT TO FOO 05P HIGH WATER MARK ON 08/25/15 12 2_4 TO BEACH O PLACE OF ,.i' '�--� � -�a AND �'t'-A� p � �� EXISTING WOOD STAIR 8• ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED SHALL BE 'TECO ! EROSION MANAGEMENT ::::pFIRA6MITE5; : 4_Q j- �I�-46, �� -- - --�sQME17 _ NEIGHBORING REVETMENT(WEST),USE 3-5 TON I p i rI z�� CONNECTORS"OR EQUAL AND SHALL BE CAPABLE OF HANDLING LOADS® GONNEGTION `........................ _ -,a TO BE _...... __................_.... -...........__....._.._.._......._ PERMIT No's 8b20 18b20G) j - s - -- -20 - ARMOR STONE (4V - 4.15' STONE,TYP) N 88 4� 3� E �'lj O TO BE REMOVED (SEE BEACH POINTS. INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH MANUFAGTURER5 I -- - AND 1 / --73 STAIR PLAN ON SHT. 2) SPECIFICATIONS AND RECOMMENDATIONS. EX•GOtL.5TA1R5 ROCK ��•�� ��/��/ 4 q. 5TAIR5 TO COMPLY WITH NEW YORK STATE BUILDING CODE. 4 _ xsocr�xas�aa TO I21iMAlN PROPOSED TOE OF BLUFF JETTY 4 /EX ROCK AREA ° _- - a PLA ALONG EDGE OF z. U EXISiIN6 TOE OF BLUFF l0.ALL LUMBER SHALL BE CGA(I)ON). - _ W pyo I u0 � VARIES(TEL.3.q-4b) it ALL P05T AND DECK HARDWARE SHALL BE HOT DIPPED GALVANIZED,U.D.N..IN "001TIE LINE ALONG APPARENT o 0 0 REVETMENT (EL. ±3.q) 3 ACGORPANGE WITH A5TM A153. : - `! i .y HIGH WATER MARK ON 08/25/15 , w„ -ij-- � Vir�T 3.1 +"+'+ +',' 12. HANDRAILS,TREADS AND PLATFORM SURFACES TO BE BUILT WITH COMPOSITE MATERIAL qQ a EXISTING TOE OF BLUFF VARIES(iEL.4.4') meq'(ON SITE R1:� NT) o r/? (IBEX OR EQUAL. ! �' I ;- t�:i ._: -€ '• '` s� 3332- _- _- _ -46.3 340 ls> �3 N PROP. REVETMENT WALL TO f + 39 -8 4 +,C.• �`] I pl { _ �< (l !? �, -O g4� _ _ -_ \ rrn -36 - f+f+f+f+++ �- no TAH •T�' SGOPE OF WORK: � 3 s, '-�" A_ �`� �� �- _-38 N ° CONNECT TO NEIGHBORING + + f + + 4_ f �' __ -12 25 - ,~: .µ'. � ' rir;: r::•r,::,,� 3 - - _ l \ -40 - REVETMENT.CONTRACTOR TO TIE PHRAC;H TE5 +i + 0 34 HRAC�C11TE5' �" -s- /- 14 05FD V-4000 ao- __-- _ -\ \ _ U1 REVETMENTS TOGETHER TO FORM + + 0 4_6 - - _ PROPOp I. NO DEBRIS SHAM BE PERMITTED TO FALL 5EAWARD OF AREA OF WORK OR TO ADJACENT 42' _-- -- 91q x -16 STAIRS ANp PROPERTIES. 44- _-- _ _ \\ \\ AN UNINTERRUPTED FACE ,f+f+f i+ 4.9 x X4_4 x W �►- --- 18A�ORMS 2.SEE FILL AND COMPACTION NOTES PRIOR TO ANY SITE WORK LOGAT I ON MAP - 22 --- -20 SONG.STAIRS 3.CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO EXCAVATION. STAIR AND 46' -- _ - 3 � \\ �\�-- 422 --- -42 PROPOSED NEIGHBORING REVETMENT i+ o '� � � � �• � � . 50. x51 514\\\\�\_ __- -44 rn +o i o 5.6� - �X CORMS i 53.2 \ -46 (NY5DEG THP No.1-4138-04400/00001 AND TOWN of X � � -_ 2 ANp pLA REVETMENT GONTRAGTOR SHALL COORDINATE REGARDING STONE/STAIR POST LOCATION. NOT TO SCALE 52 \ - --__ 48 50VMLD WETLANDS AND COASTAL ER05ION - 26.0,26 - - - MANAGEMENT PERMIT No's 8620 3 86206) 0- 4.0 255 - - TO REMAIN 4.ALL DEBRIS FOUND ON BLUFF FACE SHALL BE REMOVED PRIOR TO THE START OF 1 433 CONSTRUCTION(WITHIN AREA OF WORK,U.O.N) Z 52.8 1 q- - - a.REMOVE ITEMS TA66ED FOR DEMOLITION. NOTE: MAGHINERY AGGE55 FOR PROPOSED 13EAGH AGGE55 STAIR GON5TRUGTION 15 EXISTING Q x53.1 1 / 4 _-so LIMIT OF EXISTING WASHED OUT AREA: 16' 25.i rn N 289 0_ ��o PROP05ED FROM BARGE i Tw5a.6 0 / I b.REMOVE ALL UPROOTED DEAD VEGETATION.DEAD VEGETATION SHALL BE GUT AT TOP OF BLUFF ° /a9T N APPROX. LIMIT OF SEVERELY ERODED ��, W _� ��� o x o z9.o Ti.o 6RADE,LEAVE ROOTS BELOW 6RADE. 53.4 � � I / TW5A 0 x43.6,.: -52 s� PORTION OF BLUFF FACE 2-_ __ �.- s _ ---- o _ 32 339 N _ c.HAUL DEBRIS AWAY TO APPROVED UPLAND 51TE. r � 4 '53.4 I 4 TW540 TW54.5 x502 TW54b -54 26 __ �-__ -__--\ z _ 5. INSTALL PROPOSED BEACH AGGE55 STAIRS,5EE SCOPE OF WORK-STAIRWAY COASTAL FRO51ON HAZARD LINE O _� __ 545 -56 - -- ----- _- - -- to N 0 CON5TRUGTION AND SECTION'B'ON DWG.No.2 FOR REQUIREMENTS AND CONSTRUCTION. PROPOSED AS SCALEDFRDM m 53.6 � TOBE N�_ --58 PROPOSED LIMIT OF TERRACING, - __ _ _____ _ __ __ 1 �� IJ _,34 _ - -60 RENOURISHMENT AND REVEGETATION 33 x32- 340 '� Q 6.CONSTRUCT PROPOSED ARMOR STONE REVETMENT,APPROX 1101' 1_6 INCLUDING BLUFF RENOURI SI-�MENT, STA�BI L I ZATI 011, COASTAL EROSION HALgRp G� ----- 3 4- - - ----- --- 'x 403 _ - 3 6 ±I 2' LG RETURN(BAST),AND ±S' 1_6 SECTION ON TO CONNECT TO THE PROPOSED PHOTO No.55 518-83 5f1EET 10 OF AP `� 53.6 - - 61.3X x OVERLAP TERRACING N6 AND BLEND -`- -- _ - -- 60.0 _-- _, _-_ _ _ _ _ REVEL ETATI ON AND PARTIAL BEACH 'Lob , 36 - \ \ -a rn _ FILL INTO ESTABLISHED STABLE --39.1 �x NEIGHBORING REVETMENT(WEST) [NY50EG THP NO. 1-4138-04400/00001 AND TOWN 5 i 596x X bib m AREAS. PROVIDE A SMOOTH x - _ \ ___ OF SOUTHOLD WETLAND5 AND COASTAL ER05ION MANAGEMENT PERMIT No.5 8620 AGGESS STAIR REPL66EMENT' ,a2 38 - �t - \ --38 54.0 y �� _ ` TRANSITION FROM STABLE AREAS TO 40 I 41.9 O 86206],SEE SECTION 'A'(THIS DRAWING) CONSTRUCT AS FOLLOWS. SITUATE AT NY -� NEWLY FILLED AREAS AND TH05E 2- __-- _____, \ \ z - - SITUATE AT: 0° „639 DISTURBED BY CONSTRUCTION OR 44- __ --_ -----` \\ \\ - A. EXCAVATED TO ACCOMMODATE PLACEMENT OF TOE STONE,GAP STONE AND RIP RAP. REMOVAL5. 5EE TERRACING AND _--- \ rn TOWN OF SOUTHOLD � x bis �� A 6-� _ - � \ (BOTTOM OF EXCAVATION = tEL..-2.1) N/O/F N/O/F PLANTING SCHEDULES, NOTES AND - _ _ ----- \ `� ,_ r _-42 SUFFOLK COUNTY NEW YORK • KEVIN 6ALLA6HER �� Q p 48" __- -;,sl i- �� - --- B. INSTALL(I)ROW OF ARMOR STONE(TOE STONE)ONE STONE DEEP AND ONE STONE HIGH, (Y� s p�pdPORt^ A2 ELAINE FELDIS DETAILS. _ x 511 F� x 49`r \, d 42-2 - !- SGTM NO.: 1000-51-OI-08 m ax 50-- , -t- Op OF 6L� 51.4 - _-- - -44 (tb BELOW GRADE)A5 DEPICTED IN SECTION A,DWG No.l. ZONING DISTRICT: N/A 0 522 Exp \ _ _____ - -46 G. INSTALL 10" - 13"RIP RAP(50-100 LB GORE STONE) LANDWARD OF TOE STONE,IN' IN USE: RESIDENTIAL 52 --- _-- _ - �48 DEPTH(MIN)AND UNDERLAIN WITH FILTER CLOTH-SEE SECTION 'A' FEMA FLOOD ZONE: N/A EX 6 /i 623 p�pE �" 4 _ _ --- _ 493 D. INSTALL(1)ROW OF ARMOR STONE(GAP STONE)ONE STONE DEEP AND ONE STONE N +a x I H16H,PLACE T.O.STONE 0 GRADE LANDWARD OF TOE STONE) A5 DEPICTED IN SI'T E DATA: EXISTING: 1` x623 �x 53e x �I I SECTION 'A',THIS DWG. AREA OF SITE: 52,287 S.F. � V_ COMPACTION NOTES: pAVERPPT10 N T LY m F�. w � x 53.1 I / 495 Tw�ab E. INSTALL(3)ROWS OF ARMOR STONE ONE STONE DEEP AND ONE STONE HIGH,(ABOVE 0.200ac. TO TIE LINE) ao O ) ----50 6RADE)A5 DEPICTED IN 5EGTION 'A',THIS DW6. INGLUDIN6 THE BEDDIN6,THE BASE �j Q SUB GRADE P00�- s � FERAL Exi5lu��woo p 534 I x/49'1 436 _-52 OF THE STRUCTURE WILL EXTEND APPROXIMATELY fbD'BELOW GRADE(APPROX. tEL. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM W m X 1.NOT U5ED x / OND.WALL ii 0 x -IA') 2.U51NG SOIL TEST DATA C, 149.1\ J j_J A.AT ITS OPTION,THE ENGINEER MAY PROVIDE SOIL � �• ° �, � 5 _-54 F. THE ARMOR STONE WILL BE INSTALLED SO THAT THE EDGE OF THE TOP LAYER OF PROPOSED WORK SUMMARY: X z � n 'yam x - c��' STONE WILL 51T LANDWARD OF THE BASE STONES BELOW IT. THE STRUCTURE SHALL TEST INFORMATION TO THE CONTRACTOR. IF F.FL.b3y1 � � - _g Ty645 E _-56 INSTALL PROP05ED 3' WIDE x 31' L6 WOOD BEACH AGGE55 STAIR WITH LANDINGS. O PROVIDED,THE DATA NULL INCLUDE CLA%IFIGATION p �, �5a - NOT ENCROACH BEYOND THE PROPOSED BOTTOM OF BLUFF 0EL.3A). THE STONES INSTALL PROPOSED 5TONE REVETMENT. FILL,TERRACE AND RE-VEGETATE AT CQ O OF THE SOIL IN ACCORDANCE WITH THE UNIFIED 501L O AND BANK WILL A6AIN BE SHAPED,6RADED AND FILLED AS NEEDED TO ENSURE A MM < US CLASSIFICATION SYSTEM(ASTM 02481). THE t5jvmv THE GONGLU510N OF CONSTRUCTION. RESTORE AREAS OF BLUFF FADE LEFT F-+-� 516NIFIGANGE OF THE DATA WILL BE INTERPRETED s N SITE PLAN - PROPOSED WORK /13 STABLE ARMOR STONE WALL. VAGANT DUE TO REMOVAL5, D15TURBED AREAS DUE TO CONSTRUCTION AND o EXISTING 1.6RADE AREA IMMEDIATELY 5URROUNDIN6 THE ARMOR STONE. RESTORE SURFACE W � BY THE 51 N AT 6A WASHED OUT AREAS. I STY FRAME HOUSE 2 ELEVATION OF BEACH TO MATCH NEIGHBORING AREAS. O B.SOILS DESIGNATED E HIGHLY EXPANSIVE(GRIN 8.USE AN ESTIMATED 1234 GU.YD5 OF GLEAN SANDY FILL(OBTAINED FROM EXCAVATION a = Q MHO,AND OW MAY REQUIRE LIME STABILIZATION X45 .. - 9 " ' ° 20 l0 0 20 40 60 B.O.BLUFF)AND SUPPLEMENT W/f50 GUFT.OF GLEAN SANDY FILL OBTAINED FROM AN AREA OF 015TURBANOE: N AND/OR SELECTIVE R13'LAGEMENT WITH SUITABLE FFL.63.01 �' " W� • r SOILS. SUCH SPECIAL TREATMENTS NULL BE py BR10K 3� x°° GRAPHIC, SCALE 1" = 20'-0" APPROVED UPLAND 51TE FOR THE PURPOSE OF RE5TORIN6 THE BLUFFS SURFAGE ±3,206 50.FT. DETAILED IN THE SITE BID DOCUMENTS IF THE G05T GARA� 3 s Q , �° Fx 2 2b. '0 ° pae ELEVATION TO IT'5 NATURAL GRADE, m IS TO BE INCLUDED IN THE CONTRACTOR'S BASE f7• �3b z ALL ERODED OR 6ULLIED AREAS SHALL BE RESTORED TO THE LEVEL OF THE G.B501L5 DE516M ED A5 H16HLY OR6ANIG(OH,OLD, � o �� � r � � e° � � O ROO SURROUNDING NATURAL GRADE AND PT)MAY REQUIRE SELECTIVE REPLACEMENT ��� m s a ° www.dignetnycli.com �1 ¢ WITH SUITABLE 501L5. THE NEED FOR AND THE ° z THE WASHED OUT AREA SHALL BE RESTORED TO THE LEVEL DEPICTED IN y " `V ag ° a ° ; ! or a SECTION A,TH15 DWG. EXTENT OF THIS TREATMENT WILL BE DETAILED IN p � u O q. INSTALL TE2RAGIN6 AND PLANT BLUFF FADE PER DW6 No.2 5EE 'FILL, THE SITE DOCUMENTS IF THE COST 15 TO BE O RE-VEGETATION AND 1 www.call811.com ,. I; INCLUDED IN THE CONTRACTORS BA5E BID. ° (for other states) : TERRACING SEQUENCE OF EVENTS NOTES FOR PROCEDURES AND REQUIREMENTS. 4� ' D.THE CONTRACTOR SHALL IN5PEGT THE 50 6RADE a Q I JAN 2 2 2016 1 ER: AND NOTIFY THE ENGINEER OF ANY CONDITIONS REQUIRING SPECIAL CONSIDERATION NOT �" U2 Of NEW YORK CITY z I ~ Q _ T. O ADDRESSED IN THE SITE BID DOCUMENTS. THE � p � EXTRA C05T OF UNANTICIPATED REMOVAL WILL BE a° &LONG ISLAND 800-272-4480 811 - N P BASED ON THE UNIT G05T5 PROVIDED NTH THE ' O I `� AREA OF PROPOSED WORK: 9 a: BA5E BID. THE C05T OF UNANTICIPATED LINE STABILIZATION OR OTHER SPECIAL TREATMENT NULL ° °j X ------- -- f o - r- SEAWARD OF WASHED OUT AREA 0 ' w BE NEGOTIATED. ° 4 By law,excavators and contractors For safety reasons,homeowners are z m2 workingin the five boroughs of New strongly encouraged to call as well I I. INSTALL PROPOSED STONE REVETMENT. SEE 5GOPE OF WORK(THIS DW6) cp 9 9 Y 9 EL.36.0' J SUB 6RADE PREPARATION York City and Nassau and Suffolk when planning any type of digging on --------- �.`-..- AND SECTION 'A' SpA 73493 �� I.4 2. NOT U5ED °` Counties on Long Island must contact their property.Homeowners can I 2. ANY WASHED OUT,6ULLIED OR ERODED AREA SHALL BE RESTORED TO THE R NPS' 3.NATIVE 501L GOMPA611ON: ° q Dig Net, 1-800-272-4480 or 811,at contact us directly at 1-800-272-4480 -EL.34.0'---_._ -T_ _ f LEVEL DEPICTED IN SECTION 'A'(DWG NO.I) AND SHALL BE GRADED TO FFSs10 GOHE5IVE AND GOHE51ONLE55 NATIVE SOIL SHALL BE COMPACTED TO q5%AND TOO G ° I i y g -.- MEET THE LEVEL OF SURROUNDING AREAS AND/OR NEIGHBORING LOTS. OF THE OPTIMUM DEN5ITY,RESPECTIVELY,PRIOR TO PLAGBMENT OF FILL. least 48 hours but no more than 10 orb calling 811,the national call EXISTING RIDGE OF WASHED OUT AREA TO BE C, ° working days(excluding weekends and before you dig number.For excavation SHAPED AND GRADED. BLEND WITH PROP05ED 4.FILL SELECTION AND GOMPAGTION: ;-• °° EL.32.0' • • 3. TERRACE AND RE-VEGETATE DISTURBED AREAS AT GONGLU510N OF STONE legal holidays)prior to beginning any work completed on personal property, ----------_ _ FILLED FOR A SMOOTH TRANSITION JEFFREY T. BUTLER, P.E. THE M05T G05T EFFECTIVE FILL MATERIAL FROM THE FOLLOHUN5 5HALL BE USED: ° REVETMENT AND STAIR CONSTRUCTION,SEE 'FILL AND RE-VE6ETATION 2 mechanized digging or excavation it is the contractor's responsibility-NOT , -SAND-6RAVEL MIX 05 TO 3�FINES<0.02 MM AND GBR>17), °� 1 . uN�15TURaED SEQUENGE OF EVENTS. -GRAVELY 501E(3 TO 6%FINES<0.02 MM AND GBR>8), work to ensure underground lines are the homeowner's-to contact DigNet. EL.30.0'_ _ _ _ _ _ PROVIDE GLEAN SANDY FILL OF BEACH NOTE: SEE SECTION 'B' S!IT 2 FOR STAIR REPLACEMENT INFORMATION AND -SANDY 5011_5(3 TO b%FINES(0.02 MM AND GBR>8), ° °1 marked. Excavators and contractors Having utility lines marked prior to 501L COMPATIBLE GRAIN 51ZE. SEE DWG No.2 FOR REQUIREMENTS -51LTY GRAVELY 501L5(b TO 10%FINE5(0.02 MM AND CBR>8), can also submit locate requests online, digging is free of charge. INFORMATION ON TERRACING AND RE-VEGETATION. REMENT (THIS DWG). -SILTY SANDY 5011_5(b TO 15%FINE5(0.02 MM AND GBR>8), ° , ��I1Y through ITIC. If you do not currently EL.' - CLAYEY GRAVEL 5011_5(OVER 20SK FINES(OA2 MM AND GBR>5), � ° POSE use ITIC, please call 1-800-524-7603 �, PROP05M STONE REVETMENT APPROX. ±107' L6 INGLUDIN6 -CLAYEY SANDY 501E(OVER 20%FINES t 0.02 MM AND GBR>5), 8, for more information. _ EL.26.0' _ - J•��� ±12' L6 RETURN(EAST) AND t8' L6 SECTION PROPOSED TO 5.THE ENGINEER RESERVES THE RIGHT TO HAVE 501L TESTS PERFORMED TO CONFIRM THE / - CONNECT TO NEIGHBORING REVETMENT(WEST),USE 3-5 TON O 9IITABILITY OF ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD AND COMPACT THE - WIRE LANDWARD OF EIL.24.0' ARMOR STONE(4'� - 4.15' STONE,TVP) I o LU \ o LY FILL MATERIAL IN 6 INCH MAXIMUM LIFTS. EACH LIFT 5HAI_L BE COMPACTED TO 9586 OF THE ° -- --- ------- o ® aJ O z WASHED OUT AREA: a o g Q OPTIMUM DENSITY. COMPACTION SHALL BE AC.GONIPLI5HED AT NO LE55 THAN OPTIMUM 3 � � EL.22.0' . . - PROPOSED TIMBER TERRACE I � � � I •� z I � m Ll.l � � MOISTURE CONTENT UP TO 2%NUTTER.OPTIMUM DENSITY AND OPTIMUM MOISTURE CONTENT I ° 1. NO WORK REQUIRED z d o Q O O i, Lu RETAINING WALL 0 TOE OF BLUFF 111 > I CO SHALL BE AS DETERMINED BY A5TM DI551. NO RABBLE,TRASH.BOU..DER5.OR OTHER ------------ --- 12 DEBRIS HILL BE ALLOWED A5 FILL MATERIAL IN ANY U5A6E. BILL OF MATERIAL: 2. EXISTING VEGETATION SHALL REMAIN SHALL BE t8'MIN FROM REVETMENT w �t_ - Q _ W o Z v Q - Z } 6.FOR UNSTABLE SOILS WITH LE%THAN 250 P5F COHE5ION OR ULTIMATE BEARIN6 CAPACITY ° 'ON 51TE' FILL AGC�IJUIRED FROM PROP, WORK IN PLACE. GONTRAGTOR SHALL TAKE EL.20.0 SEE TERRACING DETAIL m m o �" z W Z O K 1Y OF LE55 THAN 500 P5F,6EOTEXTILE FABRIG SHALL BE INSTALLED IN ALL UTILITY AND / DELIBERATE CARE NOT TO DISTURB - - - - - - - - -J Q PIPING TRENCHES AND TANKHOLE5 TO REDUCE M16RATION OF FINE-6RAINED 501L AND ° QUANTITIES RESERVED FROM: ROOT BASE OF ESTABLISHED I '#; � ' I k I Q W 0. SEPARATE DI551MILAR FILL MATERIALS.THE 6EOTEXTILE MATERIAL SHALL OVERLAP / , EXCAVATION® B.O. BLUFF - ±234 GU.YDS EL. I8A' 4�� fU ' 'i LU +Y Q I I1 [L ADJACENT 6EOTEXTILE MATERIAL BY A MINIMUM OF 12'A5 NECESSARY TO DOVER THE ° TOTAL ESTIMATED RESERVED ON SITE FILL = ±234 GU.YDS PLANTINGS. _---- . _.-_- . I `z J d�u I w W Q � 6 Q < INTENDED AREA. 6EOTEXTILE FABRIC SHALL BE 6TF130EX,TYPAR 3401,6TFI50EX,OR < z TYPAR 3601 AS MARKETED BY EXXON CHEMICAL AT I-800-54-EXXON �, ° -EL. 16.0' _ _ w ,-* ►- _ 3 V I--I n O 7.-q. NOT USED ° BL1F AREA TO BE RE-NOUW5FIED O ~ - b coMPAGTION TESTING r / ° U WITH APPROXIMATELY ±284 CUNV5.OF GLEAN SANDY FILL PROPOSED TIMBER TERRACE RETAINING WALLS OTHER EL. 14.0' tl I Q THE ENGINEER WILL ENGAGE AN INDEPENDENT TESTING LABORATORY To PERFORM 0)A TO RESTORE BLUFFS SURFACE ELEVATION. USE RESERVED FILL THAN AT TOE OF BLUFF SHALL BE INSTALLED PER w STANDARD PROCTOR TEST(ASTM 01551)ON THE FILL MATERIAL(OR NATIVE:SOIL PROCTOR rn / °a ±IS G FOR INITIAL RE-NOURISHMENT. TERRACING SCHEDULE AND TERRACING DETAIL ,. 'i q.o'� t3' T.O.PROP.STONE REVETMENT Q I TEST(A5TM 01551)ON THE FILL MATERIAL(OR NATIVE SOIL IF NO FILL 15 USED)AT LEAST 12 EL. 12.0 �( � Q 7 W HOURS BEFORE THE CONTRACTOR INITIATES COMPACTION AND(2)A NUCLEAR DENSITY / REQUIRED FILL: ±284 GU.YDS. ------==-•-- --- -.--- G I ,h ® EL. 12.0 (MAX) I I Q V V O Q I 6AU6E(ASTM 02922 AND A5TM 03011)OR SAND CONE(ASTM 01556)TEST AT A MINIMUM OF I ° 8jpyFEN ON-51TE RESERVED FILL: ±234 CU.YD5. Q m EL. IO.o' EXISTING MEANDERING TOE OF BLUFF Q J I THREE RANDOMLY SELECTED LOCATIONS TO MEASU2E THE DEGREE OF COMPACTION OF THE PURCHASE FILL: X50 GU.YDS. � 5URPACE 511B6RADE. IF THE RE5ULT5 FROM TH15 TEST FOR THE FILL OR NATIVE 501L DO - FX BR\oy- �" (,l i0\ ALL PURGHA5ED FILL USED 5EAWARD OF T.O. BLUFF MUST BE - - - - - - SHOWN ® APPROX. EL. ±4.4' (THIS LOGATION) Q U_ -NOT MEET OR EXCEED THE DE6REE OF COMPACTION 5PEGIFIED IN THI5 SECTION,THE C05T 9 / CAS ' EX•GA� p N GLEAN AND OF BEACH COMPATIBLE GRAIN SIZE TO EXISTING L EOE ND' PROVIDE FILTER FABRIC, AS SHOWN I U_ OF TE5TIN6 HULL BE DEDUCTED FROM THE CONTRACT AMOUNT,AND THE TE5TIN6(2)WILL BE �° ®5 EL.8.0' PROPOSED STONE REVETMENT I z REPEATED I pd E 0 ° °° SAND FOUND ON SITE AND MUST BE PURCHASED FROM AN PROPERTY LINE ------ ENCASE GORE STONE ALL SIDES. - SHALL NOT ENCROACH BEYOND 10° APPROVED UPLAND SITE. USE U.S. FABRICS PM U5230 ( LL O II.THE GONTRAGTOR MUST REMOVE THE EXISTING SANITARY SYSTEM IN AGGORDANGE WITH THE W MESAS �`i" u ° ° PROP05ED TOE OF 5TANDARD5 OF THE 5LD16. CONTRAGTOR 15 RE5PON51BLE FOR ALL INSPEGTION5 AND EXISTING$UILDIN6 EL.6.0' _ _ ��o r r/ BLUFF O Z 516N-OF OF SAME. o G�VVE c ° ° ° ° ° 4 STONE QUANTITIES: NOTED LAND LINES - - - - - - - ------PROP. 50-100 LB GORE STONE(10" TO 13" 12.NOT USED SO �° �u ��30:: Ya ° ° ° 3 TO 5 TON ARMOR STONE = ±500 TONS EL.4.0' Q � °2 �� ° 50-100 LBS GORE STONE _ ±100 GU.YDS NOTED WATER LINES - - ------ RIP RAP) TO BE PLAGED ON AND AROUND ' - SEASONAL H16H O NOTE: FILTER FABRIC A5 NEEDED - - - Q 1.� m V ------FILTER FABRIC TO PREVENT SCOURING HATER® ±EL.2.1' APP.HIGH HTR® t EL.2.4' v ° ° a a EX15TI146 MAJOR CONTOUR Io EL.2.0' ------ - _ o PLANTING ON BLUFF FAGS: UNDISTURBED UNDISTURBED APP.LOW HTR® +EL. 13 ° - S -� PROPOSED SITE PLAN 15 BASED PLANT BLUFF FADE WITH NATIVE VEGETATION, INCLUDING BUT NOT EXISTING MINOR G.ONTOUR 6 EL.o.o' SOIL - 501L A� LIMITED TO BEACH 6RA55 AND SWITCH 6RA55(SEE PLANTING PA(5E : ON ORIGINAL SURVEY BY: EXISTING GRADE el. 6.0 - NATHAN TAFT GORWIN III, LAND SURVEYOR 5GH. FOR ADDITIONAL SHRUB PLANTING5) EL.-2.0' B.O. REVETMENT(TOE STONE) P.O. E30X 16 SITE PLAN - DEMOLITION APPROXIMATE AREA = ±2,104 5F ------------------- B.O. PROPOSED EXCAVATION -. ® APPROX. t ELA M' JAMESPORT, NEW YORK 11947 el = ELEVATION APPROX. ±EL.-2.1 0 PHONE: 631-727-2090 TERRAGIN6 ON BLUFF FADE: RESERVE EXGAVATED MATERIAL:FDR FILL 15 REQUIRED FOR THE PURPOSE OF STABILIZING DISTURBED 501L Y SURVEYED: AUG. 25, 2015IL7 77-771 PHOTO KENo. � � • 30 15 O 30 60 qp AND O REDUCE ERASION SEGTI ON - REVETMENT RENOUR15HMENT Pi�OF I LE APPLICANT/OWNER: NEIL AND LORI KEARNa GRAPHIC SCALE I" = 30'-0" APPROXIMATE AREA = ±1,5415.F. SCALE: 3/16" = I'-0" O PRUNE I/8" OF LEAF AREA BUT TERRA�G I NO SCHEDULE www.dignetnycli.com PLANTING SCHEDULE PROP05ED NEW 5HRUB/ RETAIN NATURAL FORM of NEW YORK CITY or PROPOSED 6RA55 AREA(MIX OF AMMOPHILA BREVILI6ULATA) 13EAGH 6RA55 2-3 BU5H PER PLANTING TERRACE SLOPE ACCORDING TO 5GH. BELOW: / &LONG ISLAND www.call8ll.com COLUMNS PER PLANTING HOLE 12"O.G MAX. WITH PANIGUM VIR6ATUM) SWITCH 6RA55 SCHEDULE SPRAY WITH WILT-PROOF PER 7 (for other states) AT 2'-0"OL.,2 GAL.CONTAINER). MFG'S INSTRUCTIONS IF FOLIAGE SLOPES OF 1:3 SLOPES OF 1:2 SLOPES OF I:I OR GREATER / f EXISTING SHRUBS, 00-272-4480 811 15 PRESENT TERRACING TO BE INSTALLED AT f TO REMAIN USE SHRUBS WHERE NEEDED A5 GONDI110N5 ALLOW: \`�� b' O.G.SPACING TERRACING TO BE INSTALLED AT TERRACING TO BE INSTALLED AT GROUND LINE TO BE SAME AS 3 O.G.SPACING I O.G.5PACIN6 j� PROPOSED NORTHERN BAYBERRY BUSH(MORELLA PEN5YLVANIGA) TO BE PLANTED / AT A MINIMUM 3 FOOT ON(ENTER(3 GALLON CONTAINER). AT THE NURSERY EXISTING BLUFF FADE \five boroughs of New York City and Nassau and encouraged to call as well when planning any ND PROPOSED BEACH R05E BUSH(ROSA VIRGINIANA) TO BE PLANTED AT A ° 1 ° 1 ESTABLISHED VEGETATION OR By law,excavators and contractors working in the For safety reasons,homeowners are strongly 1 a0 ►� GULLIES LANDWARD OF EX.STONE WALL Suffolk Counties on Long Island must contact type of digging on their property.Homeowners MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). - D s';;:. DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by AND OR PROP05ED BEACH PLUM BUSH(PRUNU5 MARITIMN TO BE PLANTED AT A 18" MIN. FOR MEANS OF STABILIZATION (PLANTED3 �`•.;�; SHALL BE FILLED AND GRADED TO THE LEVEL 2 1 ::�.-. f GRASSES AND/OR TBZRAGING but no more than 10 working days(excluding calling 811,the national call before you dig MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). PLANTS UP TO 4 / ) .; �,*.• 'x OF ADJACENT BLUFF FACE, REINFORCE BY N I..:;::... I weekends and legal holidays)prior to beginning number. For excavation work completed on SEE PLANTING DETAIL THIS DWG) HIGH,20 MIN. FOR TERRACING AND PLANTING W/APPROPRIATE REMOVE BURLAP FROM TOP OF ::. }t`: :<s any mechanized digging or excavation work to personal property, it is the contractor's ( NATIVE VEGETATION. PLANTS OVER 4 �=l; ensure underground lines are marked. responsibility--NOT the homeowner's-to contactHIGH b" IgIN BALL :::x`c�;x :r-'••. Excavators and contractors can also submit DigNet. Having utility lines marked prior to .:_ 'r. ♦ 1:4r ' locate requests online,through ITIC.If you do not digging is free of charge. BACKFILL WITH TOP501L $ PEAT- `' "```' PROPOSED BLUFF FADE currently use ITIC, please call 1-800-524-7603 M055 3:1 RATIO BY VOLUME IN q" TVP. SHRUB PL�NTINC7 DTL LAYBZS-WATER EACH LAYER UNTIL for more information. 058 BEACH GRASS/ WOOD STAIR TO BEACH �.;,,r N.T.5. SETTLED. DO NOT TAMP \ 1 TED AS PROP. Y-O" WIDE x PLANTING b" FOR PLANTS UP TO 4' H16H b" ±12' L6 BEACH STAIR TERRACING: -}-L. IN +tr USE 2x2x4' LONG GGA TREATED STAKES W/2xb FOR PLANTS OVER 4' HIGH GGA PLANKS SECURED TO STAKES(MIN 6-0"06). fq5' INSTALL TERRACING PERPENDICULAR TO / EXI5TIN6 GONG. STAIRS 4 LANDINGS TO REMAIN DOWNWARD SLOPE. SECURE 2x6 PLANKS TO (NO WORK) 131'PROPOSED STAIR ADJACENT PLANKS ALONG HORIZONTAL PLANE, EXI5TING GONG WALL TO REMAIN PROP05M WOOD BEACH TIMBER TERRA C/E RETArI NI NO HALL EXISTING EXISTING ACCESS LANOIN6 AND PLArNTI NO DETAIL GONG STAIR '-0" WIDE x b'-0" GONG WALL LONG 56ALE: NONE bA' TO REMAIN TO REMAIN 5 EXI5TIN6 GONG WALL PROP05ED WOOD STAIR To REMAIN 3'-0" WIDE x tlq' LONG rn 40 tlq' L_ x I-,,, EXI5TING GONG STAIR CONE WALK EXI5TIN6 EXI5TIN6 NEIL YORK STATE BU I LD I NO CODE TO REMAIN EXISTING EXISTING EXISTING EXISTING EXISTING Q D TO REMAIN GONG STAIR GONG RAMP GONG STAIR SLAB SLAG CO rn GONG STAIR WIG SLAB SECTION RR314 - STAIRWAYS TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN Q o TO REMAIN TO REMAIN m / 5EGTION RR3145.5EGTION RR3142 TREADS AND RISERS. THE MAXIMUM R15ER HEIGHT 5HALL BE b-1/4 INCHES (20q MM) AND THE MINIMUM TREAD DEPTH SHALL BE cl INCHES (22q MM). THE R15ER HEIGHT PROPOSED WOOD PLATFORM SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE PROP. WD ENTRY PLATFORM 4'-0" WIDE x b'-0" LONG TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREM05T PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING • 4'-0" WIDE x 4'-0" LONG EDGE. THE WALKING SURFACE OF TREADS AND LANDINGS OF A STAIRWAY 5HALL BE SLOPED NO �j /� STEEPER THAN ONE UNIT VERTICAL IN 4& UNITS HORIZONTAL (2-PERGENT SLOPE). THE -GREATEST • 0 BEA�GH STAIR PLAN R15ER HEIGHT WITHIN ANY FLIGHT OF 5TAIR5 SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 v EXISTING EXISTING 5GOPE OF FORK INCH (q.5 MM). THE GREATEST TREAD DEPTH WITHIN ANY FLI6HT OF STAIRS SHALL NOT EXCEED THE 0 SCALE: 3/16" _ ('-0° GONG STAIR fpNG WALL v TO REMAIN TO REMAIN SMALLEST BY MORE THAN 3/b INCH (q.5 MM). 5TAt I R 6ON5TRUGTI ON V_ -EL.62.0'-- EXISTING GONG WALL TO REMAIN SECTION RR315 - HANDRAILS a o I. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY WORK. EL.60.0' °- LU 2.5TAIR CONTRACTOR TO COORDINATE STAIR SUPPORT P05T LOCATIONS W/ SECTION RR315.1 HANDRAILS. HANDRAILS HAVING MINIMUM AND MAXIMUM HEI6HT5 OF 34 INGHE5 AND �- ------- � tr - REVETMENT CONTRACTOR. 38 INCHES (864 MM AND q65 MM), RESPECTIVELY, MEASURED VERTICALLY FROM THE N051N6 OF ('(� U_ I 3.CONSTRUCT A SET OF STAIRS APPROXIMATELY t31' LONG WITH(1) 4'X4' THE TREADS,SHALL BE PROVIDED ON AT FAST ONE SIDE OF STAIRWAYS. ALL REQUIRED `O EL.58.0' - � Q o -- _-- ENTRY PLATFORM,3'Xtiq'STAIR,(I) 4'X8' PLATFORM,(I) 5'X69' BEACH HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS WITH TWO OR MORE R15ER5 X Z , .' �8' ACCESS LANDING (I) 3'WXtl2' L6 STAIR TO BEACH. FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE X EL.56.0' ~ EXI5TIN6 BLUFF FACE LANDWARD OF 'WOOD STAIR' - NO WORK REQUIRED LOWEST R15ER OF THE FLIGHT. EN05 SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR _ _ I ____ _--___ NOTE: PROP05ED WOOD ENTRY PLATFORM TO MEET EXISTING CONCRETE LA 7 m I (VEGETATION SURROUNDING EX. GONG. STAIR TO REMAIN UNDISTURBED) PLATFORM SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN < (V 5 INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAIL. = Z: z EL.54.0' EXIST.PL. ^> A. MATERIALS TO BE USED U.O.N.UON (5TAIR): Q W m _o o --------- I .... _ Re row o o d 1. 2X12 STRINGERS u- u, I I: :; .'. z I P i2 2. 2X4 CLEATS EL.52.0' `-' <Q 3. 4X6 P05T5 SECTION RR315.2 HANDRAIL GRIP SIZE. ALL REQUIRED HANDRAILS SHALL BE OF ONE 0 wow "' ------- I•.:,. :. '.;..: Q _ w o I EXIST.PL. . OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT 6RA5PABILITY. -� z �:'s `�' 4. 2X4 MID RAIL ` RET.wALL LANDWARD OF EXISTING CONC. STAIR: d I r'b EL.--___I`� � � 5.5/"Xb HANDRAIL `a� ~ I. NO WORK REQUIRED I TYPE I. HANDRAILS WITH A CIRCULAR GRO55 5EGTION SHALL HAVE AN OUTSIDE o o b. 2X10 TREADS DIAMETER OF AT LEAST 1-1/4 INGHE5 (32 MM) AND NOT GREATER THAN 2 INCHES (51 s S I E.L.48.0' 2. EXISTING VEGETATION SHALL REMAIN IN PLACE. o m B. MATERIALS TO $E USED U.O.N.(PLATFORMS/LANDINGS): - ---- -•- --- - - CONTRACTOR SHALL TAKE DELIBERATE CARE NOT TO oMM). IF THE HANDRAIL 15 NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF DISTURB ROOT BASE OF ESTABLISHED PLANTINGS. I ~ Q 1. 2X6 FLOOR JOISTS AT LEAST 4 INGHE5 (102 MM) AND NOT -GREATER THAN 6-1/4 INCHES (160 MM) WITH A EL;4b.o L a 2. 2X6 PLATFORM SURFACE _____ ____ -.._- -__• 1v MAXIMUM GR055 SECTION DIMENSION OF 2-I/4 INGHE ( 1 . � z � � � G. ALL HARDWARE TO BE GALVANIZED. 5 5 MM). D. ALL LUMBER TO BE TREATED (E.G.GGA,AGO U.O.NJ EL..44_0__J- - -2g' TYPE 11. HANDRAIL5 WITH A PERIMETER GREATER THAN b-1/4 INGHE5 (160 MM) SHALL z0 'u5 I �i PROVIDE A GRASPABLE FINGER ENGINEER: UN9I5TURBED L RECESS AREA ON BOTH SIDES OF THE PROFILE. THE EL.42.0' _-__ 501 ___ I FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH (Iq MM) MEASURED F NEW y VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF O O AT LEAST 5/169 INCH (b MM) WITHIN 1/69 INCH BELOW THE WIDEST PORTION OF THE EL.40.0---------------- T_ ` ` PROFILE. TH15 REQUIRED DEPTH 5HALL CONTINUE FOR AT LEAST 3/8 INCH (10 MM) TO }- A LEVEL THAT 15 NOT LE55 THAN 1-3/4 INCHES (45 MM) BELOW THE TALLEST PORTION _>L...38.0' PROPOSED 4'x4'WOOD PLATFORM TO OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE REGE55 SHALL BE MEET EXISTING CONCRETE PLATFORM w I ,�: 1-1/4 INGHE5 (32 MM) TO A MAXIMUM OF 2-3/4 INCHES (10 MM). EDGES SHALL HAVE A , LL MINIMUM RADIUS OF 0.01 INCH (0.25 MM). 2 w --- -- UNDISTtJRBEb I 2xb J015T5,2xb DECKING z o r L. (SEE GENERAL NOTES,No.q N 10,SHT I) FES EL.34.0` -� --------------- EXI5TING GONG.HALL STEPS AND I cri a :n tt ':. LANDINc>s TO REMAIN PROP05ED 4'x4'WOOD PLATFORM J m I S m I N o JEFFREY T. BUTLER, P.E. 1 L.32.0' UNDISTURBED' I O ; : B m0 Q SOIL. EL.30:0: . PROPOSED STAIRS N HANDRAIL TO CODE - w w : N z z . --------- I SEE NOTES,THIS SHEET �n o I NOTE: Q TREADS AND PLATFORM SURFACES g w Q ALL PLANTED VEGETATION (� PROPOSED 3'xt3l' L6 W BE OR C WITH UNTREATED EL.28.0' I ® �z ( tY r/ WILL REQUIRE MONITORING P4 � v _� WOOD OR COMPOSITE MATERIAL ------ ------: --- TIMBER BEACH ACCESS STAIR . � o � � PROP.STAIR OVER 3 GROWING SEASONS. - EL.26.0' __ _._. _•___-_..-- PROPOSED SHRUBS TO BE PLANTED AS AN w < 6ALV.HURRICANE Q O aJPS TnONS EL.24.0' ALTERNATE TO BEACH GRASS WHERE TO CLIPS TVP.AT ALL TO BE LOCATED f O Q z (� W.SEE PLANTING 56H z _ CONDITIONS ALLOW. EDULE LANDWARD of o ---.--•- - N DETAIL,THIS DW6 EXI5TIN6 STAIR O = J w (� BEACH 6RA55 I (TO BE REMOVED) I Q ~ ~ LU >� Q w PLArmN65"CAL) a.22.0', _- _-_ 2-2xb TREAD5/STEP,2x10 STRINGERS, I V } } ,. 4x6 POST5,2x4 CLEATS FILL, RE-VEGETA�TI ON _EL.20.0'-----___ - _ 2x6 TOP RAIL AND 2x4 MID RAIL $ W w z 2'X12'CGA T1 ,. , I Q - 1 n STRINGERS AND TERRA�G I NO ; ' .: ; I AREA OF PROPOSED WORK: a N } Q 0 p 616 O.G. = ' I- I I SEQUENCE 01= EVENTS NOTES: EL. 18.0' -- ---__-- -_ µ. • -'-, , { 152' WOOD STAIR REPLACEMENT W Q I. NO RE-VEGETATION OR TERRACING INSTALLATION SHALL OCCUR UNTIL ALL CONSTRUCTION IS EL. I6.o' �.' , ,., I.S5RKSTAIR CONSTRUCTION SCOPE OF ------ -------- --- -=-rt' 4x8 WDPLTFRM Z I-- - I I ; ,.r --- tib THI5 DWG. # I I TO'± COMPLETE. In PROPOSED BEACH 6RA55 AND 2. INSTALL PROPOSED WOOD STAIR Q/ I 1 2. NO FILL 5HALL BE TAKEN FROM THE SURROUNDING BEACH OR BLUFF FACE. EL. 14.0'. i 2"x69'GGA 6 Ib'O.G. ALTERNATE PLANTINGS TO BE PLANTED ----- �._. _ _t2.0 - _ b i -- -_ I REPLACEMENT. < Ln N I 3.SEE PLANTING SCHEDULE,PLANTING DETAIL,TERRACING SCHEDULE AND TIMBER TERRACE 1 r , r 2-2'XIO'GGA RETAINING WALL DETAIL,THIS DWG. AS INSTRUCTED IN PLANTING SCHEDULE i i i: ^ LU 61RDER AND DETAIL,THI5 DWG _ EL_12.o' _, , �,._' _/_ i _ I 3ANDRVACANT�AREAS AT CONCLUSION D Q m ' , .,.' ....` , 1 Y, T.O. PLTFRM = 123 I v O I I 4. PROVIDE GLEAN SANDY FILL FROM AN UPLAND SOURCE(BEACH COMPATIBLE GRAIN 51ZE) FOR --- - - = =- ,.. . " " " -POSTS - TO E EV I I THE PURP05E OF RESTORING BLUFFS SURFACE ELEVATION TO NATURAL GRADE. � ' �� (4) b x69 GGA POSTS W/(2) 2 xl0 GGA STAIR CONSTRUCTION,SEE 'FILL N C/� CIl I I 4'x6'GGA 5.GULLIES LOW POINTS AND WASHED OUT AREAS WITHIN THE AREA OF WORK SHALL BE FILLED EL. 10.0' i i 4 " " " RE VEGETATION SEQUENCE OF EVENTS'. OO - - g RVISTI R13M SOIL MW I I I • �1'' _-____-_- ___ _ _;-i .: 5x69 WD BEACH GIRDERS AND 2x8 GGA JOISTS® 16 O.G. ��: �5E(TION 'B' SHT 2 FOR STAIR 0 .'� POST'S(TYP) AND GRADED TO THE LEVEL OF THE ADJACENT BLUFF FACE(THE NATURAL GRADE). : , 1. . 1 �ACCESS PLTFRM PLACE BEACH STAIR IMMEDIATELY a LL I I I I r' • �' \ I I SEAWARD OF PROP05ED REVETMENT REPLACEMENT INFORMATION AND 1 1 I 1 6. ANY EXISTING VEGETATION SHALL RBS(AIN IN PLACE. DELIBERATE CARE SHALL BE TAKEN NOT EL. 0' . .. . .. :... �- O I I I I AREAS DISTURBED BY STAIR CONSTRUCTION REQUIREMENTS(THI5 DWG). I I 1 1 TO DISTURB ROOT BASE OF EXISTING PLANTS. - --------�'� �-: ---- ---- - " LL O I I 1 1 PROP. 3-0 WIDE x f12 L6 I I 1 I 1 I 1. ANY DEAD VEGETATION SHALL BE GUT a GRADE N REMOVED FROM BLUFF FACE. AND REMOVALS(5EE DWG N0.0 SHALL BE , ,. I i \ I a O Z U I I 1 1 NOTE: LEAVE ROOTS INTACT BELOW GRADE. STABILIZED► BY TERRACING N PLANTING W/ EL.b.0--- ___J i >� - _ BEACH STAIR(BEYOND) 1 ETC.SHALL BE REMOVED FROM BLUFF FACE. APPROPRIATE NATIVE VEGETATION. •, j j < I I 1 1 1 1 8. ANY UPROOTED TREES, � I I j j q. WART AREAS WTSFIIGENXTRA AREA OF WORK CONTRA( TO ATTEND TO DISTURBED WASHED APPROX. AREA EFFECTED: 510 SQ.FT. EL.4.O' __-_- _ EL.4.0' I I - --------- ---- ---- - -------- ----- ---- 1 I I 1 I I 1 10. APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. p (\ I I SEASONAL HIGH HATER a ±EL.2.l' ------------------- v 1 1 EL.2.0' _i ----- --- H WATER MARK t EL 2.3'EL. 2.0 11 P.H16 L J 1 I I II. TO APPLY FILL: ------ ---------=--- - - - �--- ?APP.LOW,WATER MARK: `::`... UNDISTURBED 1I I I I I a. WORK HORIZONTALLY ACROSS BLUFF FACE,LIMIT THE WORK AREA TO 3-4 FT OF I I.; /=, UNDISTURBED �/ I I 1 VERTICAL SURFACE AREA AT A TIME.CONTRACTOR SHALL APPLY FILL IN 12" LIFTS, POSTS SHALL EXTEND A ------------ EL.0-0- ----------SIL -- T. 11 J ...I I `�. ` _ 501E .:i EL.0.0' I I I I TAMP BETWEEN LIFTS. --- I I MINIMUM OF 6.0' BELOW . 1 1 12.ONCE NATURAL GRADE 15 ACHIEVED WITHIN THE SMALL WORK AREA PLANT PROP05ED FOR INFORMATION LI : r .,.. ....I I 5TAIR 1 1 1 I I 1 UNDISTURBED501L(TYP,U.ON) __ - _ � . ------ -------- ---------- ----EL._-- 1� t_J 1 1 I I VEGETATION AND INSTALL TERRACING BEFORE MOVING DOWN TO THE NEXT VERTICAL SGT I ON REGARDING PROP. o I I 1 1 SURFACE AREA. REVETMENT DESIGN POSTS THAT SUPPORT 5'x6' BEACH GONSTRUGTI ON DETAIL. I 1 1 1 13. CONTINUE PROCEDURE UNTIL PROP05ED AREA OF WORK 15 COMPLETED. 5EE 5EGT. 'A',DWG N.1 ACCESS PLATFORM SHALL BE DRIVEN NOT TO SCALE I I I I BEA�GH STAB I R PROF I LE TO A MINIMUM OF 5'-0" BELOW MHWM, 2 NYSDEG APPLICATION No. I I 5GALE: 3/16" = 1'-0" APPROX. EL. -2.0' LJ I I of 2