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HomeMy WebLinkAbout1000-83.-2-7.3 OFFICE LOCATION: �O��O� SU(/jyOlO MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) y � � �pQ Telephone: 631 765-1938 Southold, NY 11971 Q Fax: 631 765-3136 �ycOUNT`I,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: February 9, 2018 Re: LWRP Coastal Consistency Review for SCOTT KAUFMAN SCTM#1000-83-2-7.3 SCOTT KAUFMAN requests a Wetland Permit and a Coastal Erosion Permit to remove existing damaged stairway and terrace retaining walls; construct along eroding toe of bluff approximately 210 linear feet of stone revetment, including angled westerly return, all consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; restore bluff face using terrace retaining walls, approximately 600 cubic yards of sand re-nourishment (including approximately 350 cubic yards to cover proposed revetment), and native plantings; construct a ±3' wide berm with ±50 cubic yards of sand/loam within 15' wide vegetated non-turf buffer to be established adjacent to bluff crest to control storm-water runoff;,and construct a new 4'x±50' elevated bluff stairway with landings and handrails consisting of 4'wide x±3' long entry steps at top of bluff down to a 4'x8' upper platform with bench to 4' x±8' steps to a 4'x8' middle landing with bench to 4' x±10' steps to a 4'x4' middle landing to 4' x±8'steps to a 4'x6.7' lower landing to 4' x ±14' stairs to beach. Located: 2050 Dignans Road, Cutchogue. SCTM# 1000-83-2-7.3 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided the following is assessed: 1. How will heavy equipment access the property? 2. Verify that no boulders from the beach will be used in this project. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney p !ECEamu _ . t Town of Southold i ' JAN ®,8 2018 LWRP CONSISTENCY ASSESSMENT FORM Southyd Town A. INSTRUCTIONS Planning Board 1. A Il applicants for perm its' including Tow n of S outhold agencies, shall com plete this C C A F for proposed actions that are subject to the Town of Southold W aterfront Consistency Review Law . This assessor ent is intended to supplem crit other inform ation 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 Planning Department, all-l-ocal libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION ❑ E C ZTrustees , SCTM# 83 - 2 _ 7.3 PROJECT NAME-Scott Kaufman MAY Sou The Application has been submitted to (check appropriate response): Board 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 existing storm damaged stairway and terrace retaining walls;construct along eroding toe of bluff approximately 210 linear feet of stone revetment,including angled westerly return,all consisting of approximately 3 to 5-ton stone placed over 50 to 100-1b core stone and filter cloth;restore bluff face using terrace retaining walls,approximately 600 cubic yards of sand renourishment(including approximately 350 cubic yards to cover proposed revetment),and native plantings;construct a+/-3'wide berm with+/-50 cubic yards of sand/loam within 15'wide vegetated nonturf buffer to be established adjacent to bluff crest to control stormwater runoff,and construct a new 4'x+/-50'elevated bluff stairway with landings,all as depicted and further described on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated February 17,2013. Location of action: 2050 Dignans Road,Cutchogue Site acreage: 7.4 acres Present land use: Residential, single family dwelling. Present zoning classification:R-80&A-C 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:Scott Kaufman (b) Mailing address: 62 Cooper Square, Suite 313 New York,NY 10003 (c) Telephone number: Area Code 212-421-1412 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes VN 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. Yes No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRtP Section III - Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See - LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III- Policies Pages 8 through 16 for evaluation criteria ®Yes ❑ No ❑ Not Applicable See attached narrative addressing Chapter 275,Chapter I I 1 and Local Waterfront Revitalization Program Policy No.4. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ❑Yes ❑ No ® Not Applicable The subject property is located along a stretch of Long Island Sound shoreline running parallel with Oregon Road that has been severely impacted by extreme and accelerated erosion during several Nor'easter and other significant storm events since 2009, including the most recent and avulsive losses experienced during the Christmas 2010 Blizzard; Tropical Storm Irene in September,2011, and Super Storm Sandy in October,2012. In response to this accelerated shoreline erosion, owners of private properties located within this geologic cell have been forced to replace or construct new shoreline stabilization structures, such as the rock revetment constructed 10 properties to the east of the subject parcel pursuant to Town Wetlands and Coastal Erosion Permits 7506 and 7506C issued in 2011. Previously, following the episodic storm events of the early 1990s,the adjacent property to the east was stabilized with more than 400 linear feet of timber retaining wall and stone toe armor pursuant to Town Wetlands and Coastal Erosion Permit 4870, except for the most westerly;44 feet of the property,which presently separates the westerly end of that structure from the subject property. However,the current owner of that property recently submitted an application to extend the existing retaining wall to the easterly property line of the subject property. Hoping to avoid the need for the expensive remedy of hard stabilization himself,Mr. Kaufrnan has been carefully monitoring the condition of his bluff for the better part of the past decade, during which time the property has experienced similarly severe erosion. The ongoing bottom-up erosion of the bluff is evidenced by a landward transgressing bluff toe; a steepening bluff face;the collapse and loss of the lower two-thirds of the bluff stairway;the complete failure of a past attempt to stabilize the bluff face without hard toe stabilization using now collapsed and lost terracing that was present in 2009; and a deterioration in-the vegetative condition of the bluff face from one that was reasonably well vegetated in 2009 to one nearly completely denuded of its vegetation by the end of 2012. Therefore,the owner is now proposing to remediate this ongoing process of 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,top,and face of the bluff by implementing a combination of structural"hard"toe stabilization and both structural and "soft" sand and vegetative bluff face renourishment. Specifically, a stone revetment is proposed to stabilize the toe of the bluff,which will occur first. Then the bluff face can be stabilized with 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. A 15' wide nonturf buffer to be planted with native vegetation will be established adjacent to the bluff crest,inclusive of a small berm,which together will slow the potential rate of sheet flow runoff down the bluff during heavy rain events and increase the absorption capacity of the upland area behind the bluff to reduce the volume of surface water runoff reaching the bluff. Pursuant to principles set forth by Chapter 275-11(B)(1)(b),the proposed stone revetment is proposed in an area suffering from extreme erosion, as described above. Pursuant to Chapter 275-11(B)(1)(b) and Chapter 111-15 and consistent with Policy 4 of the Local Waterfront Revitalization Program(LWRP),the revetment will be installed with a sloped face and angled return; will be covered with sand; and will not encroach on the beach surface seaward of the existing, eroded bluff toe so as not to cause 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. In fact, as noted above, the adjacent easterly property owner has separately submitted an application to extend the existing retaining wall on that property to the subject property's easterly properly line, which would allow,the proposed revetment to tie into the adjacent structure to the east. Further pursuant to Chapter 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 have proven not to be sufficient at stemming the ongoing bluff erosion; 2)the natural protective feature, i.e.,the bluff, cannot be effectively enhanced without effective stabilization at its toe,as evidenced by the previously tried and failed attempt to terrace the bluff face without toe stabilization; 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 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 goal of Policy 4 of the LWRP. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III- Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable --- - - -- --- - -- PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ® Yes [—] No F] Not Applicable The proposed structure will be installed at 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 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 adaidoual 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 ifnecessary Policy 12. Protect agricultural—lauds—in the Town of Southold. See LWRP Section III—Policies; Pages 6-2.through 651or.evaluation'critieria. -' - Yes ❑ No❑ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies;Pages 65 through 68 for evaluation criteria. 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'=e'w�r ary.,r:w+: Yiir7�� at - � �� Ena.+..wu. �^-___ n'.` m u. O mau. --w-- ��--•'--_ mmcic R' •vsu,�....>.......+�a•-....t^' .. ..e _... ® aea2.�,ra�`a.. �] _�'��� ss.,a.. auv�+,. m•n w.u.uu. N n � - x.. .. 1.. . ..• .".t6.r-.�4K.n i�tY.'�%r.`sq,N.Y.. 5 `C. - Y ..$r 'i. g �� .. `I;�,��;,,-��:':rseesEc�3o oris'.�S' �.:�a�-__�`='•y''�'' .»,:'�x"- ':.i�c,�...��. 6ENEFRA 1-EMOLITION NOTES: SC.,OPE OE V40RK: ,SpUND • ----- —�"' • DEMOLITION I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD of AREA OF WORK OR LONG ISLAND A e AOR ORK I N TH 15 AREAI,START OF DEMOLITION SHALL ONLY BEGIN AFTER THE CONTRACTOR HAS BEEN SHOWN THE PROPER REPORTS STATING THAT ALL TO ADJACENT PROPERTIE5,ERECT CONSTRUCTION FENCE ALONG EFFECTED 2 3 DEMOLITION PARTIAL PLAN EXI5TIN5 STORM DAMAGED HAZARDOUS MATERIALS HAVE BEEN REMOVED FROM THE 51TE 1.51NG PROPERTY LIME, (THIS DWG) BEACH STAIR AND •� FEDERAL,STATE,AND LOCALLY APPROVED METHODS AND PROCEDURES FOR 2,SEE FILL AND COMPACTION NOTES PRIOR TO ANY 51TE WORK o G{'2Q" E TIE LINE ALONG APPARENT HIGH WATER MARK ON -,7-- THE THE MATERIAL IN QUE5TION. N 85 2 1 JANUARY I8,2013 LANDINGS TO BE REMOVED 3.CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO EXCAVATION. EX.WD BULKHEAD HI6H WATER ON 2Q6.6Q . ,rte..._...--- — 2.ALL 5TRUGTURE5,BOTH A60VE AND BELOW 6RADE ARE SHOWN AS A GUIDE FOR WORk I N TH 15 ARE ,� E FOR DEMOLITION.LOCATION OF 5UB5URFACE 5TRUGTURE5 ARE E5TIMATED TO 4.DEBRIS ON BLUFF FACE SHALL BE REMOVED PRIOR TO THE START OF JAWJARY I8,201 1� • • �+�..� • • �� • • � • . rte• . r • • —.. "rte• ' 807.01•BU:►r 1� BE LOCATED A5 5HOWN.THE CERTIFYING ENGINEER DOES NOT ATTEST TO GONSTRUGTION 1'' ZONE VE(EL Ib) _ rx b,aces \o� x'WD 5 P1zOP05�D PARTIAL PLAN THE ACCURACY OF THE LOCATION OF THE SUBSURFACE STRUCTURES 51i0WN o, REMOVE DAMAGED STAIRWAY,LANDING AND SUPPORT 5TRUCTURE. R 5 NOT SHOWN. ' DEBRIS AWAY TO — — — _ — �• I Kill' (p�15 DWG) �. OR TH05E 5T UGTURE REMOVE ALL UPROOTED DEAD VEGETATION. HAUL �„ . YISTIN67� 3.THE DEMOLITION SHALL BE PERFORMED BY THE CONTRACTOR(5)AT THEIR OWN �sOv 2 7 APPROVED UPLAND SITE. --- ?_1.17 RISK AND LIABILITY.ALL DAMAGE ON SITE OR ADJACENT TO THE P DEMOLITION AREA WILL BE REPAIRED OR REPLACED 501 FLY AT THE 5. INSTALL PROPOSED BEACH AGGC-SS STAIRS,SEE DWG.NO3 FOR BOTTOM OF BLUFF ZONE X �LR?I620 PROP05ED HOW 5UMMARY2 CONTRACTOR'S EXPEN5E. REWIREMENT5 AND CONSTRUCTION. JANUARY 18,2013 !�o 24 �X INSTALL PROPOSED t210 LF STONE REVETMENT. 4.TO THE BEST OF THE ENGINEER`5 KNOWLEDGE,NO ENVIRONMENTAL HAZARD(5), 6,CONSTRUCT PROPOSED ARMOR STONE WALL 1210 FT LONG(INCLUDING 2 - 10' 5PRING HIGH WATER MARK 9�O, ---- ---- ---- _-------� t EXISTING STORM DAMAGED BEACH AGGE55 STAIR THAT COULD BE AGGRAVATED BY THE DEMOLITION PROCEDURE,EX15T5 ON LG RETURNS). THE PROPOSED ARMOR STONE WALL WILL BE INSTALLED JANUARY 18,2013 . REPLACED - - THIS SITE. , OXY COASTAL ER05ION HAZARD SHALL DR���ESS STA R� PRlJP06ED 5. THE CONTRACTOR 15 ADVISED TO USE CAUTION MEN EXCAVATING AND LANDWARD OF SEASONAL HIGH WATER(SHW,EL.3.4), 50OPE O I�IORK DONT D: 52 X WD UNE AS 50ALED FROM 150 WOO REMOVING SUBSURFACE STRUCTURES,PIPING,ETC.,DUE A THE LIMITED CONSTRUCTION OF THE A5 FOLLOWS: •• b4 TO " -�DGE OF LAWN RET L COASTAL ER05ION HAZARD -" AVAILABILITY OF INFORMATION CONCERNING SUBSURFACE UTILITIES. A. EXCAVATED TO ACCOMMODATE PLACEMENT OF TOE STONE(BELOW '1.6RADE AREA IMMEDIATELY SURROUNDING THE ARMOR STONE. Q � X T AREA MAP PHOTO N0. b.EXCAVATION PRO(EPURE5 SHALL BE PERFORMED BY THE CONTRACTOR(5), IN GRADE) FOR GAP5TONE PROTECTION. RE5TORE SURFACE ELEVATION OF BEACH TO MATCH NEIGHBORING t oo• �' 50-45q-63 SHEET 5 OF 44 BLU1=F AREA TO BE RE- IJ�E� OF ACCORDANCE WITH ALL FEDERAL,STATE AND LOCAL CODES AND B INSTALL 10"- 13' RIP RAP(50-100 LB GORE STONE), 18" IN DEPTH AREAS. WITH APPROXIMATELY 1508 .YP9CU.YT. C REGULATIONS. 1qt 5.USE AN ESTIMATED 1250 GU.YDS OF PROPOSED GLEAN SANDY FILL ^ s GLEAN SANDY FILL (1350 GU.YDS TO COVER (MIN) AND UNDERLAIN WITH FILTER CLOTH -SEE SECTION EXTENT OF DEMOLITION: G. INSTALL..(1) ROW OF ARMOR STONE ONE STONE DEEP AND ONE 5TONE (BEACH COMPATIBLE GRAIN SIZE,OBTAINED FROM AN APPROVED 1 ARMOR STONE AND 1250 GU.YDS TO THE REMAINS OF COASTAL GONSTR STR.UGTURES SHALL BE REMOVED FROM HIGH,(BELOW GRADE) A5 DEPICTED IN SECTION 'A",DWG Not. UPLAND SITE) FOR THE PURP05E OF RESTORING THE BLUFFS SURFACE RESTORE BLUFFS SURFACE ELEVATION). THE AREA OF WORK,SEE SCOPE OF WORK FOR SE(AXWE OF EVENTS,THIS ELEVATION TO ITS NATURAL GRADE. NOTE= ALL ERODED,WASHED sz r S PLANT BLUFF FAGS IMI NATIVE VEGETATION, o INCLUDES BUT 15 NOT LIMIT®TO ITEMS GALLED ON ON THE DEMOLITION PLAN, D. INSTALL (4) ROWS OF ARMOR STONE ONE STONE DEEP AND ONE OUT OR GULLIED AREAS SHALL BE RESTORED TO THE LEVEL OF THE ` �' So INCLUDING BUT NOT LIMITED TO BEACH 5 bO DESTROYED WOOD STAIR TO BEACH,WOOD BEACH AGGE55 STAIR AND THEIR STONE HIGH,(ABOVE GRADE) AS DEPICTED IN SECTION IN,DWG No2. ADJACENT BLUFF FACE. •._••„�,, 5UPPORT5,FAILED RETAINING WALL5 AND/OR TERRACIN&WALLS AND THEIR INCLUDING THE BEDDING,THE BASE OF THE STRUCTURE WILL EXTEND _ �1 A- GRASS AND SWITCH GRASS (SEE PLANTING ANCHORING. ALL MATERIAL SHALL BE HAULED T4 AN APPROVED UPLAND SITE APPROXIMATELY 11.0' BELOW GRADE(APPROX.I1. -3.U'). 4•`.� 'FILL,RE-VEGETATION AND TERRACING SEQUENCE OF EVENTS e� $ Ex WE .�,`' moo•• SGH. FOR ADDITIONAL SHRUB PLANTING) E. q��STONE WILL BE INSTALLED 50 THAT THE EDGE OF THE N0TE5' FOR(SEE DWG N0.2) FOR PROCEDURES AND REQUIREMENTS. EXISTING •� EXISTING WOOD RETAINING EXISTING �ENERA�L NOTES: TOP LAYER of STONE WILL SIT LANDWARD OF THE BASE STONES 10.12EMOVE EXISTING 50D/GRASS® T.O. BLUFF WITHIN THE PROPOSED 2E�FR � s� WALL5 TO REMAIN TOP OF BLUFF BUFFER AREA. IN5TALL PROPOSED BERM(SEE DWG NO2).PLANT GAR N/O/F I.BEACH AGGE55 5TAIR5 SHALL BE INSTALLED PER'BEACH AGGE55 STAIRS-SCOPE BELOW IT. THE STRUCTURE SHALL NOT ENCROACH ON THE EXISTING q�q AND BC-RM W/NATIVE VEGETATION. APPRO RO OF WORK',N.Y.5.BUILDING CODE AND INFORMATION PROVIDED ON DWG No.3 BEACH. THE STONES AND BANK WILL A6AIN BE SHAPED,GRADED LURA GOR50,REGINA GOR50 E MONICA GOR50 DEMOLITION 51 TE PLAN 2.ALL HARDWARE SHALL BE GALVANIZED,UON. AND FILLED AS NEEDED TO ENSURE A STABLE ARMOR STONE WALL. O BOARD OF Tt�U E 3.NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEIGHBORING PROPERTIES OR F t15E APPROX. f350 GU.YD5.OF SANDY FILL(BEACH COMPATIBLE VACANT SEAWARD OF PROPOSED BULKHEAD FND TOWN OF SOUTH 4.SEE DEMOLITION AND COMPACTION(DWG No.2)NOTES PRIOR TO COMMENCEMENT OF GRAIN SIZE)OBTAINED FROM AN APPROVED UPLAND SOURCE TO CONC. ' •rte A `• WORK. COVER ARMOR STONE PER SECTION 'A',DWG No,2. MON. 2 X , DATE ' •T'�'t,»- Zd ZL'� 20 10 O 20 40 60 5.THERE ARE NO VEGETATED TIDAL WETLANDS ON THE SITE. •.' -DRAIN.1N 8 �9 GRAPHIC 56ALE I" = 20'-0" y EX UTIL •' �'•°`� :•1 ";:�.;• GATE FFH ` liy� SITE PLAN BASED ON ORIGINAL SURVEY BY; POLE . .'. "•> NATHAN TAFT CORWIN,LAND SURVEYOR EX.ELEG c' Ftic MTR 1566 MAIN ROAD JAME5PORT, NY IIg41 EX GUY SURVEYED: JUNE 25, 2003 HIS o FMR PND ,r, B O� `Y D LAST UPDATED: JAN. 18,2013 EX UTIL o EX WOOD ND S o UN DATUM: NAVE? Ig2g POLE GAS ALL FILL USED SEAWARD OF T.O. /��% STE�io G ISLAND 3 LON A EX.ELEG C4 F BLUFF MUST BE CLEAN AND OF F '� TIE LINE ALONG 2 . . b EX. PROPANE MTR-roFN BEACH COMPATIBLE GRAIN SIZE • SPRING HIGH WATER MARK APPLICANT/OWNER: TANK VALVE .o EX.P.G.PAD APPARENT HIGH WATER MARK .-- ON JANUARY 18,2013 KAUFMAN PROPERTY (POOL EQUIP) TO EXISTING SAND FOUND ON SITE m 2O„ ON JANUARY I8,2013 --- ' �,._ °� Ex.PLAY AND MUST BE PURCHASED FROM AN GoNrl m N 8� 2 �, — FILL AND PLANT OVER PROP05ED N/0/F DWELLING �' �� H0U APPROVED UPLAND SITE. A-+ 0 2O(0,COq „� REVETMENT STONES, SEE DWG No.2 , DIANE SMITH WELL t -___, • ' ._.-- • PROP. 1210' L6 STONE REVETMENT 2 FOR REQUIREMENTS _. ......... ^ `L p �LKN>`AD CESSPOOL OVER 150' GNp,�N �y,. BOTTOM OF BLUFF INCLUDING tlV LG WE5TERLY RETURN, �0� EX. W ova` y(p. W JANUARY I8, 2013 FOR ELEVATION SEE SECTION 'A', 3210' BOTTOM OF BLUFF Q>' DWG. NO 2 --- 3 JANUARY 15, 2013 E�o 3 .�r ZONE YE �-'—� - "• h PROP. BEACH ACCESSSTAIR: Ex UTIL „ , ./%- t�- ';r •--,, v. POLE �_ 'r ,z-- ' '- — 150' LONG WOOD BEACH AGGE55 5TAIR, _ (EL Ib)� — ' --_ - �-. " -�` �����'l �. � -•..7 r ;��--;.=-r�7�-, ,r r r i�.r, � ZONE X '--� .l-- �•l "1�' = r IZLU51VE OF ENTRY STEPS,(1) ENTRY PLATFORM Z u" o NYSDEC X W/BENCH (3) LMPIN66 - (1) W/BENCH °+ ... ; (Sl _ ' •6• �� .�- " �' ^<- '� V/ '�' .-,i+ 4X'� ,`� 'r l``= ' .,_�- -'� �4, �b AND 4' WIDE x tl4 L6 BEACH STAIR APPROVED DI PER TERMS b r • ,;_r _ - _�O. �St-- . 20 AND CONDITIONS OF �- 24 SEE DWG No3 FOR INFORMATION • MM _ -, qT _ �D '1`36`30 PERMIT NOl '0 ( >,: Goi1G.Mold DATE U 6� 12 F T =' . X32 PROPOSED TERRACING,SEE DWG Not `. (LAY ►� "- oF=Fk •f FOR INSTALLATION REQUIREMENTS O Y / /N. AND BOXED NOTE FOR QTY5(THIS DWG) '• �y O 20 J7 erWASHED OUT AREA'� 5ENP 4 40 LEC _ . 44 Sz EX UTIL r m ��O 50 ° POLE p / lx � .y PROPERTY LINE —• >' Moti_,LLi� OBJECT TO BE REMOVED .`. 40 `.`. •• . 56 O / EXISTING BUILDING ' EXISTING . " - ..�•' RET ♦- •sr--J•� ' • . `. rOPa .....: .. ' <I / ' Q�C� CONTOUR 6 ENGINEER: 48 . . .. " ` ♦ ` ♦ .` . ♦` `. ` `. •.• .. .. o `�- --�'" `. ♦`. . `♦ ♦`.`. ' . .` .v .`♦ ♦ ♦ ` . ♦ ♦ �♦ ♦ ♦ .�•♦ �♦ ...�♦ �♦ .♦a♦ . ♦ Y N© tO<YF rN N. URF � Z ♦ v . • ♦ ♦ PROPOSED �G o 0 00 5 � G _ z •x STONE 0 t C � C.. C r REVS � c , TMENT � AIM. r Gni s,ii�:� .�..._r�/�. c�� A .�• �P'FER�T4 -------. �.,:::�.:`:•:µ,::.<':�:;�•::'v�'��` E WD STEPS +.,. �= `�_p°`IIOPI• 11V -�--- • %;::':::':.'., .. J--�'� TIL '� ?7 r� -` ,Xj`t LO- • 0.2) EDGE OF WN� EROSION ,, HA COASTAL E v •�� /�' " IL1 PROP• 3'Wx+2�0'LG BERM (SEE LINE A5 SCALED FROM E •. ••.. .'••' �- COASTAL EROSION HAZ'AR � XISTING SPOT ELEV. x 6.0 AREA MAP PHOTO No. FND BRKN �� B �o. PHOTO KEY4 96 ANG.MON. FOS Q� DOFF jr) _ 5b-45g-83 SHEET 5 OF 4q �i ., , . °Y' 00 RF-VEGETATE PROP. 15' WIDE 3OWN A5 3 ON SUBDIV151ON MAP I _FOR UTILITY POLE �j- LANDSCAPE BUFFER(AND BERM) WITH PROP05ED RE VEGETATION, �� olr o�,�ti� NOTES: o I THIS PROPERTY IS SH LOT ADF V Uj JEF E T. BUTLER, P.E. TIVE VEGETATION, SEE PLANTING 5EE DWG Not FOR RE0'MT5 AND BOXED �' �q PETER D ZONE - �od � •� �r 2.FLOOD ZONE INFORMATION TAKEN FROM: FLOOD IN5URAI�E RATE MAP •� _ TO BE REMOVED 1..7 Z DOLE, DWG No.2 NOTE FOR QUANTITIES,THIS DWG tT, » tis No.3610360142 H ZONE YE: GOASTAI FLOOD WITH 1(ELOGIT(HAZARD (� +� (WAVE ACTIOW;BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS FROP05ED 1210 tG LANDSCAPE wow ,�0 DETERMINED ETERMIN D TO BE ARE UT51DE 500 T06 VD,Q FLOOPPLAIN. el = ELEVATION Z C) O :.. BERM, INSTALLED TO INHIBIT STORM DAVID ZUH05KI d _n (� Q SB STEVEN ZUH05KI o'4_ EXI5TIN5 ELEVATION5 ARE SHOM THUS: s_o WATER Rl!NOFF ON BLUFF FACE,FOR � FN' ♦ EXISTING CONTOUR LINES ARE SHOWN THISi } NO BRKIiFORMATION SEE DWG. Not -56 ' `ry+.�t.:y;V�)",;t'•�'.'.'i:,,�r•',*qy�`1^^/.�/::'+,'''/[.+.':1':.,"(i:i:';;(�,Ss'.,.:P1A.,.nI.n.,6 E5J":.�x.,rl:.:a•(,rt.,r}'::';t..:7t;,''':�+:tn.Sr:r,,.y:`.�...:If,ivf:..7"::. :t�':;..,'.'.+,. .a 1— , ,!{':y' •''4 +r:�r;;�;:r;.:;.1Kib,i�r,r.�;q,.,<:jl ,+;!;,: ,., „ .B Z NG.MON. '.i r �'iiY: s.;r:;'s1:F.R,e,,12'Sj ;,.c•:`l ' u M?i K1:3;,�.,,T. ,. .:3,`:,:e+. fir:,...•. �'' Ll J '�',�: ::�5: ”:•.„ . -'f'� L �.:.{,,.:'r��''��' :,a�„ ,�'�::j,ry7,-,Tt '°r�u.,5`.��, .y /h ...iii. .:.a'i{'r':,. yl.:'.+'r• ,a":'+,'f''F= i+�. .^ d$,ti-�,:';,t�,.;;r.1c:,.,ir•'" `}. q �rpr^Y`•`S'''« .. •.'"''L}:L• Y..SP.'r.•i ey' �`' � / ITE PLAN ; ". .;, a 41 .,:.ti O m so `^.H'i�. ,til.f9.,.' :tt:. {,'�h:f:).}',�:5^,:Y' ,.7�.`)'�' ,{Hi.l.}. 'A,>lA'�'vH;i�.:•%3yS��'`.T�y W O �� oI x ..Y.,�.. :'S':l Ft�i''e•-•„`^.H,.p,tJ.et Via:. .ti-`I' •' `. SY:ti.b::;�r::: 4i "VY 'W .�[{. ,'{:, f�';J.li:�:'�i.4j!4J,.^y��'�:N:� .X."•,���i:qt,y't�;ts`7•Q' � � -+— I O ' 111-11 IE7. O ,.Ir;�.i,:M,t,:y "'}?rY:4H:/,:v r•l:f,h,'::45�• ri;M.�:A+r7Me'l' rX _ _ Q 1f�/� L po ri 60 50 O 60 120 , rs:••.,::�'1,�. , Duck PonA Poln , C = I ^'- 1 EXF GRAPHIC 5GALE I' = 60'-O" o c'1 €c ;f1i,•;'.k °F O Q (� Q c ::%at ;,t;;:,,i, h rEPS �TIE C) G;' oc , F MASpNRY!r�L Wp PECK _ - WELL \ ' PROPOSED SHORE 9 � O R, ,: V1 Z O p ok 1zr M EX R�pF p RE5TORATI ON PLAN EOR: } ~��' � °h°R � �,°�� 7- Z � cn — SOD PORE ' 51TUATE ATt °� U- < • _O ROOF pVER �° O Z l` EWLp 38r' � sB OREGON, NEAR GUTCHIOGUE,NY ° "SuhF J O HOOD Ppm EXIST I TOWN OF 50UTHOLD °Pv Foor�v O N HO 2 5rY www.dignetnyGi.com SUFFOLK COUNTY,NEW YORK USE F 5GTM NO.: 1000-53-02-1.3 ° G'FL$66 7 E IN of NSW YOB,(IfY or www,call811.com ZONING DISTRICT: N/A °� °F�r W O N 51.68 ®°� &LING 1%AW USE; RESIDENTIAL F. •• mop (for other states) FEMA FLOOD ZONE: WA ' O O SrFP n.2' �'�- AN ESTIMATED 150 GU.YD5 OF 5AND/LOAM 15 '� O 111 Z -� �/ 800-2'72-4480 811 SITE DATA: EXISTING: PROPOSED: REQUIRED FOR THE PURPOSE OF BUILDING THE Q'-+ � ISS L- �F rs a AREA OF 51TE: 322,135 5.F. N.G. PROPOSED BERM AT THE TOP OF THE BLUFF. LOGIT I ON MAP: p z o �DPO R (73g5 ACJ NOT TO 5GALE a --� Q SSP E n I By law,excavators and contractors working in the For safety reasons,homeowners are strongly TERRACING AND RE VEGETATION: A five boroughs of New York City and Nassau and encouraged to call as well when planning any UPLAND EX.BLDG AREA: 15 REQUIRED FOR THE PURPOSE OF STABILIZING NOTE: 2 Suffolk Counties on Long Island must contact type of digging on their property.Homeowners DWELLING 0g0 S.F. N.G. DISTURBED SOIL AND TO REDUCE EROSION DigNet,1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by NORTH RF OVR PORCH 1407 5F. N.G. PLANTING ON BLUFF FACE 4 OVR REVETMENT: MACHINERY ACCESS FOR STEEL BULKHEAD 15 PROPOSED FROM THE RE51DL=NGES EAST SIDE OF DHELLING PA(5E : but no more than 10 working days(exclkjding calling 811,the national call before you dig WEST RF OVR PORCH 1303 5F. N.G. APPROXIMATE AREA = t12,355 5F EXISTING 5EPTIG weekends and legal holidays)prior to beginning number.For excavation work completed on SOUTH{ RF OVR PORCH 357 S.F. N.G. NOTE: THE AMOUNT OF RE-VESETATION WILL BE 5Y5TEM LOCATION any,mechanized digging or excavation work to personal property,it is the contractor's WOOD DECK 3g5 S.F. N.G. LESSENED BY THE AREA OCCUPIED BY PARTIAL 51 TE PLAN ensure underground lines are marked, responsibility-NOT the homeowner's-to contact ESTABLISHED,STABLE EXI5TING VEGETATION FOR INFORMATION REGARDING: PROP05ED PAS Excavators and contractors can also submit IDig.Net Having utility lines marked prior to LOT COVERAGE GALG.: TERRACING ON BLUFF FACE: PROPOSED STONE REVETMENT,RE-VEGETATION AND TERRACING locate requests online,through ITIC.If you do not digging Is free of charge. use ITIC please call 1-800-524 7603 TOTAL BLDG AREA /AREA OF SITE = LOT COVERAGE APPROXIMATE AREA = *,W S.F. REQ�1T5, SEE ELEVATION 'A',DWG No.2 currently for more Information. 2,452 SQ.FT./322,135 SQ.FT. = 0.001612% PLANTING UPLAND IN BUFFER AND ON BERM: PROP0E O BEACH AGGE55 STAIR DESIGN AND CONSTRUCTION REQ'MTS, 20 10 O 20 40 60 LOT COVERAGE = 016% APPROXIMATE AREA = 13,483 5F ' DWG No3 80 GRAPHIC 5GALE 20'-O" r O j• www.dignetnycli.com GENERAL NQTE511 PROPOSED NEW 5HRUB/ BUSH RK F W L BEACH ACCESS 5TAIR5 5HALL BE INSTALLED PER 'BEACH ACCESS PER LANDSCAPE 56HEDULE �� of NSW YX CITY °r 5TAIR5-SCOPE OO ', UNE I OF LEAF AREA BUT �O�I��� www.call811.com N.Y.S.N.Y,S.BUILDING GORE AND INFORMATION (SEE 5HT I) MIN 3'-O" O.G. N (for other states) PROVIDED ON DW5 NO3 RETAIN NATURAL FORM & Q Q 2.ALL HARDWARE 5HALL BE GALVANIZED,U.O.N. SPRAY WITH WILT-PROOF L 800-272-��80 I BI I 3.NO DESR15 SHALL BE PERMITTED TO FALL INTO NEIGHBORING PROPERTIE5 OR 5EAWARD OF PROP05EP BULKHEAD ACCORDING TO MF65 INSTRUCTIONS 4.5EE DEMOLITION AND COMPACTION(DWG NO-2)NOTES PRIOR TO IF FOLIAGE 15 PRESENT COMMENCEMENT OF WORK. By law,excavators and contractors working in the For safety reasons,homeowners are strongly 5.THERE ARE NO VEGETATED TIDAL WETLANDS ON THE SITE. GROUND LINE TO BE SAME AS five boroughs of New York City and Nassau and encouraged to call as well when planning any AT THE NURSERY Suffolk Counties on Long Island must contact type of digging on their property. Homeowners DigNet,1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by ESTABLISHED VEGETATION , but no more than 10 working days(excluding calling 811,the national call before you dig weekends and legal holidays)prior to beginning number.For excavation worts completed on 18" MIN, FOR (P MEANS OF STABILIZATION w g Y )p 9 an mechanized digging or excavation work to personal property,it is the contractor's PLANTS UP TO 4' (PLANTED GRASSES OR TERRACING) Y g ensure underground lines are marked. responsibility-NOT the homeowner's-to contact HIGH, 20" MIN. ��. •.:��� REMOVE BURLAP FROM TOP Excavators and contractors can also submit DigNet. Having utility lines marked prior to FOR PLANTS :.. locate requests online,through ITIC.If you do not digging is free of charge. b MIN �;`;_ OF BALL PEAT- currently use ITIC, please call 1-800-524.7603 OVER 4' HIGH BACKFILL WITH TOPSOIL d PEAT- for more Information. •` M055 3:1 RATIO BY VOLUME IN q" TYPICAL /��5HRUB LAYERS-WATER EACH LAYER UNTIL tlbb'NAMES TO SEAWARD FACE OF STOW PLANT)NG [)ETA I L SETTLED. DO NOT TAMP b" FOR PLANTS UP TO 4'HIGH 8" FOR PLANTS OVER 4' HIGH } EXISTING E06E OF c • 6RA%TO BE O REWORKED WHERE EX. DWELLING R101Rt'D F.FL.EL.bb 13' Q z r` O PROP05M 15'NON-TLPF BUFFER FROM TO.BLUFF W 15'NON-TURF BUFFER SHALL BE OUTFITTED HTH PRoPOSEO 3'W x 1'H BERM INSTALLED o BUFFER'S ' H I LANDWARD PERIMETER. SEE 517E PLAN(DWG NOV / :. FOR PRDP05ED BERM RETLW5)LOCATION AND LENGTH. RE-VEGETATE NTH NATIVE ' VEGETATION(5EE PLANTING SCHEDULE) Lu EL.bo:0'.'::'° EXI5TING 50D/6RA55 I I EXISTING SHRUBS, PLANTING TO REMAIN 3'MIN PROP.BERM ( 1 TO REMAIN (fiN>4ARD OF 15' EL.'8'.br NON•-TURP BUFFER) EXISTING BLUFF FACE •"`��'' 6ULLIE5 LANDWARD OF EX. STONE WALL EL.56.0' Auer ..,..,,=,.N. ��,'.•.�u,,,u. :• .. . . •.. ,. . . .... '....,.. • �'''•:9.'moi\ : SHALL BE FILLED AND GRADED TO THE EL.54.0' , f., .��:`... LEVEL OF ADJACENT BLUFF FACE Q ,- •,vi' "'"' REINFORCE BY TERRACING AND EL.52.0' PLANTING W/ APPROPRIATE NATIVE ` '`-'` "-T" VEGETATION. EL.50.0' „ • ..:: °mti:• • PROPOSED BLUFF FACE m f `' O BEACH EL.48.0' •T�,:.,�,.;,';, COMPACMON NOTES- ; ` r, . 0 BE PLANTED EL.46.0' ,: ''.. ��.; r.. SUB GRADE ,:;' TED IN GENERAL TERRACING: !+ NG�GHEDULE. a1- I. IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE SUB GRADE MUST BE PROPERLY PREPARED. THE EL.44.0' ,. �.,.., m CONTRACTOR SHALL PREPARE THE 5UB GRADE IN ACCORDANCE WITH THESE 5PEGIFIGATIONS,ONG THE USE 2x2X4' LONG GGA TREATED STAKES W/ 2x6 " '",: +'S r'::� ^ C) � NECESSARY MEANS AND MATERIALS TO PROVIDE THE SPECIFIED RESULTS. NOTHING IN THE FOLLOWING GGA PLANKS SECURED TO STAKES (MIN 6'-O" OG). �� .d- ,• N. THEREFORE NOTHING IN THE FOLLOWING SHALL RELIEVE THE INSTALL TERRACING PERPENDICULAR TO ":'`:'' SITUATIONS CAN BE FORESEE EL.42.0' N (NEER OF SPECIAL PROBLEMS,AND IN THE END, ' ^ X CONTRACTOR OF THE RE5PON5181LITY•TO NOTIFY THE E G DOWNWARD 51.-OPE. SECURE 2x6 PLANKS TO TO PROVIDE A SOUND 5UB GRADE. EL 400' ADJACENT PLANKS ALONG HORIZONTAL PLANE. X Z 11- 2. U51NG SOIL TEST DATA PROP05ED TIER TERRACE _'_ A.AT ITS OPTION,THE ENGINEER MAY PROVIDE 501E TEST INFORMATION TO THE CONTRACTOR. IF 501 RETAINING WALLS OTHHt THAN AT TOE N THE 501E IN ACCORDANCE WITH THE UNIFIED L EL.38.0' OF BLUFF - INSTALL Pf3t Ex15TING Y6GETA710N SHALL REMAIN IN PLACE, TIMBER TERRACE RETA I N I NC WALL m o PROVIDED,THE DATA WILL INCLUDE GILA551FIGATIO OF GLA551FIGATION SYSTEM(ASTM 02481). THE SIGNIFICANCE OF THE DATA WILL BE INTERPRETED BY THE TEWAG1NS` •SEE�`WI� DELIBERATE CARE SHALL BE TAKEN NOT TO No.l,SEE TERRAGIN6 DETAIL,THIS DWG DISTURB RDFT BASE OF EXISTING PLANTIN55. AND PLANTING DETAIL A4 d) ENGINEER B.5011-5 DESIGNATED A5 HIGHLY EXPANSIVE(CHI,MHO,AND OH)MAY REQUIRE LIME STABILIZATION EL.36.0' SGALEc NONE I TREATMENTS WILL BE DETAILED 1 AND/OR SELECTIVE REPLACEMENT WITH SUITABLE SOILS. SUCH SPECIAL IN THE 517E BID DOCUMENTS IF THE G05T 15 TO BE INCLUDED IN THE GONTRACTOR'5 BASE BID. EL,34.0' G. 5011-5 DE5I6NATED A5 HIGHLY ORGANIC(OH,OLD,AND PT)MAY REQUIRE SELECTIVE REPLACEMENT "' o Y4I7H SUITABLE SOILS. THE NEED FOR AND THE EXTENT OF THIS TREATMENT WILL BE DETAILED IN THE 517E DOCUMENTS IF THE G05T 15 TO BE INCLUDED IN THE CONTRACTORS BASE BID. EL.32.0' D.THE CONTRACTOR SHALL INSPEGT THE SUB GRADE AND NOTIFY THE ENGINEER OF ANY CONDITIONS \ _ REQUIRING SPECIAL CONSIDERATION NOT A0DRE55ED IN THE 51TE BID DOCUMENTS. THE EXTRA COST OF EL.30.0' UNANTICIPATED REMOVAL WILL BE BASED ON THE UNIT G05T5 PROVIDED WITH THE BASE BID. THE C05T -� m • R EL.30.0 '1 OF UNANTICIPATED LIME STABILIZATION OR OTHER SPECIAL TREATMENT WILL BE NECOTIATED. INST"ED BEACH GRASS T1 BE PLANTED AS EL.28.0' GULLIES SHALL BE FILLED AND GRAD® INSTRUCTED IN PLANTING SGH.THIS TO THE LEVE.OF ADJACENT BLUFF " EL.28.0' SUB GRADE PREPARATION FACE. STABILIZE AND REINFORCE BY PROPOSED SHRUB TO BE PLANTED AS AN ALTERNATE O , EL.2b.0' TERRACING MND PLANTING W/ To BEACH 6RA55 WHERE CONDITIONS ALLOW. PLANT ( EL.260' I.THE CONTRACTOR SHALL REMOVE ALL VEGETATION,5URPLU5 SOIL,DEMOLITION RUBBLE,AND OTHER APPROPRIATE NATIVE VEGETATIoN MATERIALS. SUCH MATERIALS SHALL BE PROMPTLY HAULED FROM THE 517E AND DISPOSED 3'-O'ON CENTER,SEE PLANTING SGFEDIILE AND �• � • � O • ENGINEER: UNDESIRABLE M DETAIL,THIS DWG OF IN AGGORDANGE WITH GOVERNING LAWS AND CODES. THE CONTRACTOR SHALL SHAPE THE SUB GRADE EL 2q p' I Q th IN ACCORDANCE WITH THE GRADING PLAN,TAKING INTO ACCOUNT THE THICKNE55 OF THE PAVING SYSTEM. F- 3 EL.240 OF NE AAMW THE TOLERANCE OF THIS ROUGH GRADING SHALL BE WITHIN 1/2" NIGH TO I LOW. DURING THIS . OPERATION THE CONTRACTOR SHALL NOTE ANY SOFT AREAS THAT BECOME APPARENT AFTER TRAFFIC EL.22.0' EL.220' Q� OTS TRUCKS. SUCH SOFT AREAS SHALL BE REPORTED TO THE ' BY CONSTRUCTION EQUIPMENT AND LOADED DU I * PLANTI NC 5GHE L I ' T RMINING THE METHOD OF TREATMENT REQUIRED, IF ANY. EL.20..0' n + 9 ENGINEER FOR DEE � , - ua EL.20.0' „'!�•''\�rl�" 2, MAINTAINING DRY 517E CONDITIONS: PROP05ED GRA55 AREA(MIX OF AMMOPHILA BREVILIGULATA) BEACH GRA55 ;' ERODED AREAS SHALL BE FILLED APPROX.1350 GU.YDS OF GLFANSANDY FILL TO 8a:PLAGEp 10 • � w TION OF THE 5UB GRADE AND UNTIL THE PAVING 15 IN PLACE,THE CONTRACTOR SHALL _ COLM PER PLANTING HOLE 12 OL MAX. WITH PANIGUM VIRGATUM) AND 6RADEP TO THE LEVEL OF THE PARA 2 3 1= m OVER REVETMENT(18"MIN GOVER/16E DEPTH)AND PLANTED W/ X ' Z iro:ryJ Z DURING PRE PROMPTLY TAKE RE;450NABLE MEASURES TO OBTAIN AND TO MAINTAIN A DRY 517E CONDITION. SUCH SWITCH GRA55 AT 2'-O"O.G.,2 GAL. CONTAINER). EL. 18'0 ADJACENT BLUFF FACE(ATTAIN BEACH 6RA55(5EE PNTG SGH)INITIALLY, ON A PERIODIC F EL.180' MEASURES SHALL INCLUDE PUMPING OF FREE SURFACE WATER,MINOR HAND AND/OR MACHINE SHAPING TO VANIG TO BE \ � "`� ��TO�AwY) BASS SHALL AND NECESSARY H RIGA PEN5YL A) ::'\"• RENOURISH®WITH SAND AND REPLANTED IF AND AS O 03493 FACILITATE WATER REMOVAL,AND OTHER OPERATIONS TO SPEED DRYING. �I PROPOSED NORTHERN BAYBERRY BUS (Ml' , 3.NATIVE 501E E WATER TION: PLANTED AT A MINIMUM 3 FOOT ON CENTER. EL.I6.O' PRESCRIBED BY NYSDEG EL.Ib0 F�SSIO COHESIVE AND COHE51ONLE--55 NATIVE 501L SHALL BE COMPACTED TO 95�AND IOOS>;OF THE OPTIMUM DENSITY, ND R PROPOSED BEACH R05E BUSH(R05A VIRGINIANA)TO BE PLANTED AT " \:: .. RESPECTIVELY PRIOR TO PLACEMENT OF FILL. A MINIMUM 3 FOOT ON CENTER ttb' t4' JE FREY T. BUTLER, P.E. ' EL. 14.0' \':':`::; EL.140' • 4. FILL SELECTION AND GOMPAG710N: ND OR PROPOSED BEACH PLUM BU5H(PRUNUS MARITIMA) TO BE PLANTED AT A , THE M057 G05T EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED: MINIMUM 3 FOOT ON CENTER. T.0.PROP.STONE PROPOSED TIMBER TERRACE ::; ,:: o APPROX.EL.312,0' 12.0' ,,• •• -'I I TO 3�FINES< 0.02 MM AND GBR> 11), EL.12.0) RETAINING WALLS o TOE OF W -5AND-GRAVEL MIX(.5 (SEE PLANTING DETAIL,THI5 DWG) EL.12A 0 p -GRAVELY 501L(3 TO 6% FNE5(0.02! MM AND CBR>8), TERP 110� � OL. 5>� Y''' ` I y EL.10.0' DETAIL,THIS DYrt9 ':'' PROP.STONE REVETMENT I �Z•1 -SANDY SOILS(3 TO 6% FINES<0.02 ISM AND GBR>t3), - `'':' ':'' ...':':. EL. IOD 3-5 TON ARMOR STONE :3; , ,.....;i'=;;:. '; (4'0-4.15'0 STONE,TVP) -SILTY GRAVELY 50IL5(b TO 10%FINES<0.02 MM AND GBR> t3), ILL, RE-YEC�ETAT I ON - -51LTY SANDY SOILS(b TO 15% FINES( 0.02 MM AND CBR>5), EL.80 EL 80 iC Z u GBR>5 AND TERRAGINCc ... ,.,........:.:. ..:::�.�:��::»::.::::�:<.;:•:: �•:::::... PROP.STONE REVETMENT -CLAYEY GRAVEL SOILS(OVER 20% F INES<0.02 MM AND ), `'l''': SHALL NOT ENGR0A0H F� 15 LU AND GBR 5 ON EX TING BEAGFI MM ) E'� .02 , - FINES 0 •`' R O� CLAYEY SANDY 501E (OVER 2 NOTES. E OF EVENTS 51=QUENG EL.6.0 EL.60 � � Q � o Lu m F ANY TION SHALL OGGUR UNTIL �. `'' B.O. XIST AND PROP.BLUFF To CONFIRM THE SUITABILITY o - GETATION OR TERRACING INSTALLATION HAY 501L TESTS PERFORMED (. NO RE VE PROVIDE FILTER FABRIC A5 SHOWN " ' i THE RIGHT TO I E ENGINEER RESERVES � � 1U O �' 5. THE EN R HALL SPREAD AND COMPACT THE FILL MATERIAL IN b INCH MAXIMUM ALL CONSTRUCTION 15 COMPLETE. B•4.0 ENCASE GORE STONE ALL SIDES. USE -N o APPROX EI..t4D EL.40 EX TIE LINE ALONG A 4XA r Z FILL MATERIAL. THE CONTRAGTO 5 N HAL BE F U5 FABRIG5,PMU5230 :,;,...,, ., ;..i. .;• ''`t .. D TO q5� OF THE OPTIMUM DEN5ITY. GOMPAGTIO SHALL FI 5HALL BE TAKEN FROM THE SURROUNDING BEACH OR BLUE H LIFT SHALL BE GOMPAGTE 2.NO LL ,:;.:.::':�,t"?;;r.':;•• ;.:..:.,. • . •EL.330'ON'JAN. 16,2013 4- LIFTS. EAG L TIER.OPTIMUM DENSITY AND M MOISTURE CONTENT UP TO 2�WE AN TItAU 1111- Q AT NO LESS THAN OP FAGS. - ACCOMPLISHED O [L NO RUBBLE TRASH,BOULDERS,OR DETERMINED BY ASTM P1551. HEDULE AND PROP.50-100 LB GORE STONE(10•roa3•.':..' : :'` o 0 OPTIMUM MOISTURE CONTENT SHALL BE ASD3.SEE PLANTING SCHEDULE,PLANTING DETAIL,TERRACING 5C, . .. • A5 FILL MATERIAL IN ANY USAGE. '- RIE HILL BE ALLOWED I DETAIL THI5 DWG. RIP RAP)TO BE PLACED ON AW AROUND ,'.jjNp15TURElED '` m OTHER DEB L TIMBER TERRACE RETAINING WALL Q Q b. FOR UNSTABLE 501L5 WITH LE55 THAN 2:50 P5F COHESION OR ULTIMATE BEARING CAPACITY OF LE55 THAN 500 GU,YDS OF GLEAN SANDY FILL FROM AN UPLAND SOURCE FILTER FABRIC,TO PREVENT 5LAU21NG'.•: :.:. . :..,... TRENCHES AND TANKHOLES TO 4.PROVIDE 3250 SOIL ::. * UNDISTURBED A BE INSTALLED IN ALL UTILITY AND PIPING TRE y I, .'` ,,"•. 1 Q PSE,GEOTEXTILE FABRIC SHALL RAIN 51 FOR THE PURPOSE OF RESTORING 5011 EACH COMPATIBLE BLE G ZE) :':, :;:••:,'_ ;;;r' ':,-, r; OF FINE-GRAINED 501E AND SEPARATE DI551MILAR FILL MATERIALS.THE GEOTEXTILE (B SECTION 'A' . . . .. .. .. REDUCE MIGRATION _ A Y A MINIMUM OF 12 AS NEGE55ARY TO GOYE BL SURFACE ELEVATION TO NATURAL GRADE P ADJACENT GEOTEXTILE MATERI L B MATERIAL SHALL OVE LA OR TYPAR 3601 AS IES OR LOW POINTS WITHIN THE AREA OF WORK SHALL BE FILLED XTI E FABRIC SHALL BE GTFI30EX,TYPAR 3401,GTFI50EX, 5.GULL PROF I LE OF PROP05ED 5TONE REVETMENT, .' THE INTENDED AREA. GEOTE L - -- MARKETED BY EXXON CHEMICAL AT I-eOo-54-EXXON. AND GRADED TO THE LEVEL OF THE ADJACENT BLUFF FACE (THE - TERRAOING AND RE-\/ECETATION z m 1.BACKFILLING TANKHOLE5,ETC.: NATURAL GRADE). .`'+,, t.;:,�:'..; : ;, '`.• PROPOSED TO STONE Q '• BACKFILL FOR ANY EXISTING TANKHOLES SHALL MEET THE REQUIREMENTS OF THI5 SECTION. LIKEWISE,BACKFILL 6, ANY EXISTING VEGETATION SHALL REMAIN IN PLACE. DELIBERATE CARE SCALE= N.T.S. REMOVAL r0F SWIMMING POOL5,BASEMENTS,ETC.SHALL COMPLY WITH THI5 BASE OF EXISTING PLANTS. CAPSTONE z J r FOR OTHER HOLES LEFT BY Si-1.01-1- BE TAKEN NOT TO DISTURB ROOT SECTION AL50. 7,ANY DEAD VEGETATION 5HALL BE GUT® GRADE AND REMOVED FROM LL I 8.BAGKFILLING TRENCHES: BLUFF FACE. BACKFILL FOR UTILITY TRENCHES SHALL BE WELL-GRADED,GLEAN,FRESHWATER SAND,FREE OF SILT AND BELOW GRADE. Ci m (LAY PARTICLES.BAGKFILLING SHALL O((UR IMMEDIATELY AFTER THE LINE OR CONDUIT 15 IN PLACE TO NOTE: LEAVE ROOTS INTACT PRECLUDE CAVING OF THE TRENCH SIDES. PRIOR TO INSTALLATION OF THE LINE OR CONDUIT,A 4 INCH CUSHION b.ANY UPROOTED TREES, ETC.SHALL BE REMOVED FROM BLUFF FACE. VtL F AND SHALL BE PROVIDED. q.WORK WITHIN DESIGNATED AREA OF WORK, CONTRACTOR TO ATTEND TO 0 5 4.AREAS OUTSIDE THE PAVING SHALL BE FILLED AND COMPACTED AS NECESSARY WITH SOIL COMPLYING WITH DISTURBED,WASHED OUT AREAS WITH EXTRA CARE. N � z � THIS SECTION.EXCEPT THE TOP b INCHES SHALL BE NATIVE TOP501L SUITABLE FOR CRASS. AREAS REQUIRING 10.APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. � m GUT SHALL AL50 BE PROVIDED WITH b INCHES OF NATIVE TOP501L FOR GRASS. FIN15H GRADE FOR THESE II.TO APPLY FILL: AREAS SHALL BE I INCH BELOW TDP OF CURB. AREAS SHALL BE SLOPED TO DRAIN AT A MAXIMUM OF 4:1 p WORK HORIZONTALLY ACROSS BLUFF FACE,LIMIT THE WORK AREA TERRAGIN� 5GHEDULEi UNLESS OTHERWISE INDICATED ON THE 51TE OR GRADING PLAN. - J- TO 3-4 FT OF VERTICAL SURFACE AREA AT A TIME. CONTRACTOR N Y S D E C V 10. COMPACTION TESTING: SHALL APPLY FILL IN 12" LIFTS,TAMP BETWEEN LIFTS. TERRACE SLOPE AGCOR121%TO 5CH BELOW: APPROVED DI PER TERMS THE ENGINEER WILL ENGAGE AN INDEPENDENT TESTING LABORATORY To PERFORM(1)A STANDARD PROCTOR TEST 12.ONGE NATURAL GRADE 15 ACHIEVED WITHIN THE SMALL WORK AREA AND CONDITIONS OF (A5TM 01551)ON THE FILL MATERIAL (OR NATIVE 501L PROCTOR TEST(ASTM OR IMI IA THE FILL MATERIAL D PLANT PROPOSED VEGETATION AND INSTALL TERRACING BEFORE 5LOPE-5 OF 10 5LOPEa OF 1;2 SLOPES OF I:I OR 6REATER NATIVE SOIL IF NO FILL 15 U5ED) AT LEAST 12 HOURS BEFORE THE CONTRACTOR INITIATES COMPACTION AND ' PERMIT NO �(�'t2 OO�� PA(5E : (2) A NUCLEAR DENSITY GAUGE (ASTM 02422 AND A5TM 03011) OR SAND GONE (A5TM DI556) TEST ATA MOVING DOWN TD THE NEXT VERTICAL SURFACE AREA. TERRACING TO BE INSTALLED AT TERRACING TO BE INSTALLED AT TERRACING TO BE INSTALLED AT MINIMUM OF THREE RANDOMLY 5ELECTE D LOCATIONS M MEASURE THE DEGREE OF COMPACTION OF THE 13.CONTINUE PROCEDURE UNTIL PROP05ED AREA OF WORK 15 COMPLETED. VOL.5PACING VOL.5PA,CING I'OL.5PAGING DATE SURFACE 5UBGRADE. IF THE RE5ULT5 IFROM THI5 TEST FOR THE FILL OR NATIVE 501L DO NOT MEET OR EXCEED THE DEGREE OF COMPACTION SPECIFIED IN THI5 SECTION,THE G05T OF TESTING WILL BE DEDUCTED NOTE: 1 1 1 FROM THE CONTRACT AMOUNT,AND THE TESTING(2)WILL BE REPEATED. AI,L PLANTED VEGETATION WILL REQUIRE `° 2 II. THE CONTRACTOR MU5T REMOVE THE EXISTING SANITARY SYSTEM 1N AGGORDANGE WITH THE STANDARDS OF v YSDEG APPLIGATI01�1 No. THE 5.(.D.H.5. CONTRACTOR 15 RESPONSIBLE FOR ALL INSPECTIONS AND SIGN-OFF OF SAME. 3 2 1 12.CONTRACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK PUMPED OUT AND GERTIFIED A5 EMPTY PRIOR MONITORING OVER 3 GROWING SEASONS. TO RELOCATION. of 5 GENERAL NOTE5 BEACH AGGE55 5TAIR5 - www.dignetnycli.com 50OPE OF WORK: Of 0 YOLK CIT' or I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE PRIOR TO www.call811.com 5TARTIN6 OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE L GONSTRUGT A t50'LG SET OF STAIRS WITH N 4'Wx 3'5ENTRY (for other states) PLANS AND MAKE WORK AGREE WITH SAME. STAIR,(U 4'x8' ENTRY PLATFORM W/BENCH,4'WxtB' LG STTAIR,(u 4'x8' 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND LANDING W/BENCH,4'Wx1IO'L6 STAIR,(1) 4'x4' LANDING,(1) 4 x*' LG 800-212-44801811 BUILDING GODE AND ALL RULES AND REGUL.ATION5 OF THE TOWN OF SOUTHOLD. STAIR,(1) 4'x*.1' LANDING AND (1) 0404'LG STAIR TO BEACH. 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EX15T5 WHICH 015A6REES WITH A. MATERIALS TO BE USED (STAIR, U.ON THAT A5 INDICATED ON THESE PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY 4'NIDE STAIR W/ 1. 2x12 STRINGERS By law,excavators and contractors working in the For safety reasons,homeowners are strongly THE ENGINEER SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE,AND CONTINUE WITH THE RAILING TO CODE AYE) 2. 2x10 TREADS five boroughs of New York City and Nassau and encouraged to call as well when planning any WORK,HE SHALL A55UME ALL RESPONSIBILITY AND LIABILITY AR151NG THEREFROM. Suffolk Counties on Long Island must contact type of digging on their property. Homeowners 4, GRADING AROUND NEW CON5TRUGTION SHALL SLOPE AWAY AND BLEND INTO INTO WDEWA 4 4 . 4xb Nfi N 4k4'LANDING 3. 2x4 PLEATS DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by EXISTING SLOPE. �` but no more than 10 working days(excluding calling 811,the national call before you dig 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE OF 5. 2x6 TOP OP RAIL R b. 2x4 MID RAIL weekends and legal holidays)prior to beginning number. For excavation work completed on 2 TONS PER SQ.FT. AND SHALL HAVE A MINIMUM OF 6'-0" OF COVER U.O.N. any mechanized digging or excavation work to personal property,it is the contractor's = 1,200,000 A'WDE fNiRY STAR N Ake ENTRY B. MATERIALS TO BE USED (PLATFORMS,U.D ensure underground lines are marked. responsibility)NOT the homeownersaco contact b. DE51GN TIMBER 5TRE55 - DOUGLAS FIR ,NO. 2 GRADE FB = 825 P51, E W PA TO CME PLATFORM wr ea�cN Excavators and contractors can also submit DigNet.Having utility lines marked prior to EI' t10' I. 2x6 FLOOR JOISTS E 1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. 2. 2x6 DECKING locate requests online,through ITIC.If you do not digging is free of charge. THE ENGINEER HAS NOT BEEN RETAINED FOR ON SITE INSPECTIONS AND/OR b 2. ALL HARDWARE TO BE GALVANIZED. 3. ALL LUMBER TO BE GGA OR SIMILAR, U.O.N.currently use ITIC,please call 1-800-524-7603 OBSERVATIONS OF THE CON5TRXTION. 4, SEE FILL,RE-VEGETATION AND TERRACING SEQUENCE OF EVENTS for more information. 8. ALL METAL J015T HAERS AND OTHER METAL CONNECTORS REQUIRED SHALL BE NG NOTES (SEE DWG No 'TECO CONNEGTOR5" OR EQUAL AND SHALL BE CAPABLE OF HANDLING LOAD5 0 t3' 40' `' 18' 40' 2) C CONNECTION POINTS. IN5TALLATION5 SHALL BE IN 5TRIGT GONFORMANGE WITH b (2)64 GGA PILES 0 BASE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. OF STAIR TO BEA014 TO BE _o q. STAIRS TO COMPLY WITH NEW YORK STATE BUILDING CODE. PLACD IMMEDL`TMY NYS BU I L1�I NC GORE 10. ALL LUMBER SHALL BE CGA NON). (U 4k-*.i'LANDING SEawARD OF TOE of BLUFF II ALL P05T AND DECK HARDWARE SHALL BE HOT DIPPED GALVANIZED,U.ON., IN SEWA • _ ACCORDANCE WITH ASTM AI53. O SECTION RR314 STAIRWAYS � U_ 12. TREADS AND PLATFORM 5URFAGE5 TO BE BUILT WITH UNTREATED WOOD OR t2 SECTION RR314.5.5EGTION RR314.2 TREADS AND RISER5. THE COMPOSITE MATERIAL. 3 � b.1' tl4'WOW STAIR TO BEACH MAXIMUM RISER HEIGHT SHALL BE 8-I/4 INCHES (20R MM) AND THE MINIMUM TREAD DEPTH SHALL BE q INCHES (22q MM). THE RISER a HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE TREAD DEPTH SHALL BE MEASURED u x 150' HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE EX. DHELLIN5 w w TRE`.AD'5 LEADING EDGE. THE WALKING SURFACE OF TREADS AND F.FL.EL.66.13' LANDINGS Of: A STAIRWAY SHALL BE SLOPED NO STEEPER THAN ONE ,. , r s UNIT VERTICAL IN 4& UNITS HORIZONTAL (2-PERCENT SLOPE). THE BEAGH AGGE55 5TA I R PLAN GREATEST RISER HEIGHT WITHIN ANY FLIGHT C STAIRS,). THE NOT - EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (Q.5 MM). THE :iGALE: N.T.S. GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF 5TAIR5 SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (q.5 MM). SECTION RR315 HANDRAIL5 SECTION RR315.1 HANDRAILS. HANDRAIL5 HAVING MINIMUM AND o MAXIMUM HEIGHTS OF 34 INCHES AND 55 INCHES (864 MM AND %5 MM), RESPECTIVELY, MEASURED VERTICALLY FROM THE NOSING OF EL.58.0' I THE TREADS, SHALL BE PROVIDED ON AT LEAST ONE SIDE OF z STAIRWAY5. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE - FULL LENGTH OF THE STAIRS WITH TWO OR MORE R15ER5 FROM A m EL.56.0' POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT m r- I DIREGTLY ABOVE THE LOWE5T R15ER OF THE FLIGHT. ENDS SHALL BE �o -j RETURNED OR SHALL TERMINATE IN NEWEL P05T5 OR SAFETY EL.54.0' TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A r • SPACE OF NOT LE55 THAN 1.5 INCHES (38 MM) BETWEEN THE WALL W AND THE HANDRAIL. • r EL.52.0' =I ( ^ V h+i V m EL.50.0' SHALL OFIONE OF5.2 D HEIFOLRLIOWING TY E5 OR IPROVIDEREP DRAILS !� O EQUIVALENT GRA5PABILITY. m X EXISTING WOOD EL.480' RETAINING Y4ALL TYPE I. HANDRAILS WITH A CIRCULAR CRO55 SECTION SHALL HAVE X Q AND STEPS AN OUTSIDE DIAMETER OF AT LEAST 1-1/4 INCHES (32 MM) AND NOT X Z ]L GREATER THAN 2 INGHE5 (51 MM). IF THE HANDRAIL IS NOT EL.4bD' CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 o 2x6.IOISTS,�x b DECKING , EXI5TIN5 WOOD RETAINING WALL 4'WIDE ENTRY STAIR ( -��•�9 AtJD�) INCHES (102 MM) AND NOT GREATER THAN b-I/4 INCHES (160 MM) LD EL.44.0' g�Oplp gt1N6 y� WITH A MAXIMUM CRO55 SECTION DIMENSION OF 2-1/4 INCHES (57 U RETAINING WALL SEE Y.OtuTR1GTION DETAIL'FOR MM). O = EL.42.0' : ' ADDITIONAL INFORMATION AND TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES DIMENSIONAL RKJIIREMENfS. (THIS DWG) (160 MM) SHALL PROVIDE A GRASPABLE FINGER REGE55 AREA ON O BOTH 51DES OF THE PROFILE. THE FINGER REGE55 SHALL BEGIN EL.40.0 DISTANCE 4 N Iq M MEASURED V R le Y FFZ M N • .• .::•,•�,�,��:•. WITHIN A DIS A GE OF 3/ IGH ( M ) E E T.,ALL O W THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT EL.380' LEA5T 5/16 INCH (5 MM) WITHIN 7/6 INCH BELOW THE WIDE5T PORTION t. OF THE PROFILE. THI5 REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH (10 MM) TO A LEVEL THAT 15 NOT LESS THAN 1-3/4 •• EL.3b.0' r. INCHES (45 MM) BELOW THE TALLEST PORTION OF THE PROFILE. THE 2x10 TREADS,2x12 STRINGERS, MINIMUM WIDTH OF THE HANDRAIL ABOVE THE REGE55 SHALL BE 1-1/4 w 4xb P05TS,2x4 CLEATS '. '''t t :• 2x6 TOP RAIL,MID 2x4 MID RAIL INCHES (32 MM) TO A MAXIMUM OF 2-3/4 INCHES (70 MM). EDGES ►�� EL.34.0' t't I - SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). VI TREADS AND PLATFORM EL.32.0' ENGINEER: 5URFAGE5 TO BE BUILT WITH UNTREATED WOOD OR EL.300 \��� NEW Y COMPOSITE MATERIAL 2x6 JOIWT5,Y4 x b DEMW-;' (TYPICAL 0 PLATFORM5,UDN 1 T 6PTCO9�' EL.280' RP-VE6ETATE DISTURBED AREAS �_ I F I I mo _ { uj m USE: EL.26.0' AT CONGLU510N OF STAIR CONST., , m N r GALV. HURRICANE SUfI7IJI E. ' CLIPS TVP. AT ALL � � � 2 � EL.24.0' 1O OZ3493 CONNEGTION5 I I BEACH GRA55 EL.2 20' FESSIO�P PLANTINGSJEFFREY T. BUTLER, P.E. (TYPICAL) EL.2D.0' `p EL.200' 2"X12" GGA EL.18.0 EL.180' O � CD STRINGERS I I ~ < „ EL.I6.0' EL. I6.0' -� � � ° U_ LY EL.140' p�,, EL.14.0' Z 0 -I T.O.PROP.STONE REVETMENT 4 W EL.12.0' 0 APPROX.EL.M2.0' I EL.120' O � Q 0 I 2"Xb" GGA ®Ib" O.G. q'I T (VY EL.10.0' • ..� 0 r Z o (p I I I U� SLOPE LANIARD of SONE REVETMENT(SEVERE SOIL EROSION l� I Q� 2- 2"XIO" AREA,POST SUPER 51<ORi•15ANDY)5+±a,L1 BE STABILIZED BY Z (N LY mGGA GIRDER GRADING,TEZRAGIN5,FILLING AND P_,WTIN6 A5 NOTED IN : • ' ;::' t EL.80' W13 Q POSTS TO EXTEND b'-0" I i v _ PARTIAL SITE PLAN,DY4G No.l. SEE DWS Not FOR RESTORATION N C _ Q BELOW UNDISTURBED I �, AND RE-NOURT REGBIIREMENTS `' �j, ( ( ' EL.bo' `°� � 501L (MIW I 1� 11J � Z_ 4"Xb" GGA SEVERE SOIL EROSION AREA(POST SUPER STORM..°:+. : EL.4.0' EX TIE LINE ALONG AJOLM. I I I P05T5 (TVP) APPROX.SRAM. = EL.3.41 , I I V")AS NOTED IN PARTIAL SITE PLAN DWS No.l 8 tEL 30 ON JAN I8,2013 O V I FILL W/GLEAN..4VY FILL OBTAINED FROM I I APPROVED UPLAND SITE,SEE FILL,RE-VEGETATIONLL 0 I AND TERRACIN&515at GE OF EVENT 5,THI5 DWB. L_ � I (3 W � Z UN015TURBEP: m (n UNDISTURBED • I. SOIL "- �' SOIL - A Q O N II II o SECTION 'B' FOR 4NFORMATION R55ARDIN6 W a N ° z w LJ I I SEE PR P D NEAGH 5TAIR R PR 1=1 PROPOSED ON DI REVETre4T O 05E PROFILE 56GTION'A'ON DWG No 2 0 O L I I =J' SCALE: N.T.S. � I I I I I GON5TRUGT I ON PETAL L LPA� NOT TO 5GALE NYSDEC (5E ' I I I I APPROVED AS PER TERMS AND CONDITIONS OF L J I I PERMIT NO.�h7R'`Jg ?y7 0'QO DATE ? �� I I . I I _ L OI 5