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HomeMy WebLinkAbout1000-40.-1-17 OFFICE LOCATION: Of SO(/jyO NLMLING ADDRESS: Town Hall Annex h0 lQ P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold, NY 11971 olyc4U ,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: June 14, 2019 Re: LWRP Coastal Consistency Review for RONALD SPILLANE SCTM# 1000-40-1-17 En-Consultants on behalf of RONALD SPILLANE requests a Wetland Permit and a Coastal Erosion Permit to remove and replace damaged section of existing bluff stairway with proposed 4'x35' long section of stairway, consisting of a 4'x8' platform with two benches, 4'x±26' stairway, 5'x6' platform, and 2'x±5' retractable aluminum stair to beach; leaving in place approximately 57' long section of existing bluff stairway consisting of a 4'x6' platform, 4'x11' stair, 3'x6' platform, 3'x12' stair, 3'x6' platform, 3'x11' stair, 3'x6' platform, 4'x16' platform, and 3'x10' platform to be connected to proposed replacement section of stairway; and stabilize, re-nourish and revegetate approximately 20'x35' area of bluff face adjacent to replacement section of stairway with terracing, approximately 25 cubic yards of clean sand fill to be trucked in from an approved upland source; and native vegetation. Located: 63403 County Road 48, Greenport. SCTM# 1000-40-1-17 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 INCONSISTENT with LWRP Policy 6.3 and therefore, INCONSISTENT with the LWRP. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit eenditiens. The structure was constructed without Southold Board of Trustees review or issuance of a Wetland Permit. The proposal to stabilize, re-nourish and revegetate approximately 20'x35' area of bluff face adjacent to replacement section of stairway with terracing with approximately 25 cubic yards of clean sand fill to be trucked in from an approved upland source is recommended as CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I , All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant icant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION RECEIVED SCTM# 40 - 1 _ 17 JUN 0 7 2019 PROJECT NAME Ronald Spillane Sout old Town Planning Board 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 damaged section of existing bluff stairway with proposed 4'x 35'long section of stairway,consisting of a 4'x 8' platform with two benches,4'x+/-26'stairway,5'x 6'platform,and 2'x+/-5'retractable aluminum stair,leaving in place approximately 57' long section of existing bluff stairway,consisting of a 4'x 6platform,4'x 11'stair,3'x 6'platform,3'x 12'stair,3'x 6'platform,3' x 1 P stair,3'x 6'platform,4'x 16'platform,and 3'x 10'platform to be connected to proposed replacement section of stairway; and stabilize,renounsh,and revegetate approximately 20'x 35' area of bluff face adjacent to replacement section of stairway with terracing, approximately 25 cy of clean sand fill to be trucked in from an approved upland source,and native vegetation,all as depicted and described on the engineenng plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated February 10,2019. Location of action:63403 County Road 48,Greenport Site acreage: 0.69 Present land use: Developed-Residential Present zoning classification: R-80 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Ronald Spillane (b) Mailing address: 45 Roxen Road Rockville Centre,NY 11570 (c) Telephone number: Area Code 516-398-0498 (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? NYSDEC Tidal Wetlands C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. F-1 Yes ❑ No VN Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The proposed project consists of the replacement of a damaged section of existing bluff stairway in order to maintain pedestrian access down the bluff to the beach;and the stabilization,renounshment,and revegetation of the bluff face adjacent to the proposed stairway reconstruction using terracing,clean sand fill,and native vegetation. Thus,the potential effect of the proposed stairway reconstruction, which is the disturbance of adjacent bluff soils and vegetation,will be mitigated through the stabilization and vegetative restoration of those areas. Thus,consistent with Policy 4,the site's natural protective feature,the bluff,will be restored and protected against erosion damage. 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 There are no vegetated tidal wetlands located on or adjacent to the site,and the proposed bluff restoration would not cause any adverse impacts on the adjacent beach,shoreline,or tidal waters of Long Island Sound. The proposed construction sequence calls for the reconstruction of the damaged section of existing stairway followed by the stabilization,renourishment,and revegetation of the bluff face adjacent to the proposed stairway reconstruction using terracing,clean sand fill,and native vegetation. Thus, the potential effect of the proposed stairway reconstruction,which is the disturbance of adjacent bluff soils and vegetation,will be mitigated through the stabilization and vegetative restoration of those areas. Thus,consistent with Policy 6,the bluff ecosystem will be protected and restored, and there will be no adverse impacts associated with the project that would impair the quality or function of the ecosystem. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ® Yes No Not Applicable The proposed stairway will terminate at the base of the bluff and landward of high water and will not preclude or impede public access along the beach,consistent with Policy 9. 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. ElYes ElNo ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY Ik TITLECoastal Management Specialist DATEMay 8,2019 Robe e ann Amended on 811105 JW IN •� �6�•�S'a 1�"l `'tip a h,��+s: : 3`�{�'��c :4 ��' i.�'' t. _ � .�1 �r''� 1, ;` r T•f '�'.11c �iU �� �r� �`'�~ � �� ` !4' r- � 1 S � � � i. �i�o«1 �FTr� �1 :t1..`\ � �'/`�' ` .K � t�t7:�7 ''/ �! 1 � .rl�.. �.�t�,�A,� ,���c,.� •.d`. •� 3:6 � � f �r � � ; ► `VC j'{' ,�,F' 'Uri:. r" j i � �+•�r•wr a \ � �� . - .+.341 _,,.,wT,�LT3' 2 ` _ -~,�,,-mss �r� �' - _ __ 4 _ _�►� - * �� ••. ' 1' -•a/ .+i° �' J.� a fir.. �,� `,. it, �; •' ••:fir.,._. �A RONALD SPILLANE, 63403 COUNTY ROAD 48, GREENPORT J ".4 Figure 3. Looking east over 4'x 16'platform to remain. '�, \, i galC � 4d SG T�, 'fit �� �����f;��+�► y, �r t ,��" .fig►" _ � '� ,� � ``���.� ��►�� '� Figure 4. Looking north from 4'x 16'platform to remain over 3'x 10'platform to remain and lower section of stairway to be removed and replaced with new,approximately 35'section of stairway. RONALD SPILLANE, 63403 COUNTY ROAD 48,GREENPORT '7'/� ;'K '+4�' , x i-ac'�'{s'�'Y}I. .1-•. tH 1�. ,LL {, f .��:�� f�1� fF I ti a. ,. th`..�✓E, !'�.r—r fir;<. __ r1 r �r � � 2/ 113: MAI-W +1YF Figure 5. Looking north over damaged lower section of stairway to be removed and replaced with new,approximately 35'section of stairway. ^ q r r 1. 3+E��' Figure 6. Looking south from beach at damaged lower section of stairway to be removed and replaced with new,approximately 35'section of stairway. PRaPearr MTP -- --- — I \ �P.. O aTs l �I o, !/ .3COUNTY OF SUFFOaFwEt 11] O !^ ,•� R` ,� `ItyFu. % LK m ] Jxe xse.n �„ ' •�� z,w,,ma 1 IeAETPONTPAmcI 11.1 n.1A a. b r)1 / COUNOF O TY iii 1A sJA �ex;«ASIem d PNO CONDOMINIUM •COUNTY OF E--. (FOR UNI TS SEE SEC. 1 / SUFFOu p ® o NO 010.01) 10. 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Q 13 7.3A O .f Zl.fiA(c) { 4w.s,�F ¢uE.IouE O / l.aN[) it 1 tAA(c �10� < -4 > / t'y1rc1 rn r O 23NU C7 Z W liNc � Q t2UA( 1 Nms.m S.D v...snx'°tl $ N ty4b n tA(c1 ¢us,L.a '- ,E v ExYA.EES. t p y O FOR PCL.NO SEE SEC.NO 0 . asoTmst (U °a^ + 3 =z $x g Fes , TOWN OF SOUTHOLD �x>A�E r 4.? �� N 8 n1EM 4..E.EEEaO @ 'A Y,_���¢••e.rnv etA(U Les NEL w o _�_g� a sa VILLAGE OF GREENPORT "4 � NAtcn�—u �4��,.x��51. ♦w,Ta�"I'r-�----LwE �gl I.nTcn —� >r LINE S SEE SEC.No.oas sr ,dry y sEe sEc.No.ou �� \ 1 W ` COUNTY OF SUFFOLK © K [� soutHoLo SECTION NO NOTICE(21) O _ _ _ _ NN"rF,,.KE.K,ErA*tP.,wEe+ 't�E�E,F y) Real Property Tax Service Agency Y ox T 6 040INrr a ,.� ntNala+z.0 `•• --_- o.+u. --•-- en..u.--.r-- ""'i`""1pj NX VAoaEAry Tra umncE ACE.cr c 'T' p 3 1000 PROPERTY MAP prE AN,s.xn, TAX LOT 18 COASTAL HAZARD AREA BOUNDARY AS SHOWN ON THE NEW YORK STATE COASTAL EROSION Q\\ \ ` \ \\ \ \ , \ / / // / / 56.4. HAZARD MAP, PHOTO NO. 53-595-83 ���-- •L .T /+ fff --.�--- 0 4 33 ---+ + 56.7 \ \ 55.6 TOP OF SLOPE 56.7 56.5 \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ \ \ \ \ \ < < TC 55.94- 56.3 LEGEND O \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\ \ X06 8C 5986 \ + _ r.- - - 2 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - -56_ - - C, - CONTOURS 56.0 TC 55.85 WOOD CURB TCB 5558 73 - 3,� . \\ \ \\ \9•� \ \ \ \\\ \ \ \ \\\\ \ \ \ \ \ \ \\ \\ \ \ �iy. o� BC 55.55 TC 55�99 BC 5564 TW 55.85/ /BOTTOM OF CURB EIC 55.7o TOP BW 55.55 55.5 00 55.4 55.6+ 1 BW 49.39 TOP/BOTTOM OF WALL +45.43 SPOT ELEVATION z \ a �\0\\ \\\\ us�� 55.4 55.4 \ \x O \ , to 49- N c'�\r\6 O\ \ \ \ \ \ �\ r \ \ \ \ \ \ \ \ S\ \ \ \ \ \ \ \ \ \ \ \ \ \ TOE OF\gLOPE \ \ \ \ \ \ \ \ ' \ \ \ \ \ \ 'n� \ ��\ \ \ \ \ \ \ \ \zfi.v� \ \ \ \ \ \ \ \ \ \ " 1 STORY 1. THIS SURVEY WAS PREPARED FOR A SPECIFIC \ m APPRO�ATE LIMIT OF \ \ \ \ 21. + \ \ \ DECK PURPOSE, AND IS NOT INTENDED TO BE USED FOR A N EXISTING\VEGETATION \ \ \ \ \ + \ \ \ \ \ \ \ \ DWELLING \ Gym \ \ \ \t43 \ \ \ \ 2956 \ \ \ \ \ \\ \ \ t 552 ss.4 NO. 63403 TRANSFER OF TITLE OR ANY FINANCIAL PURPOSE. g to \ \ \\ \3s \ \ \ �rna� 0 2. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A + 10 \ o TITLE REPORT AND THEREFORE, THE EXISTENCE OF 2 I 009 2° �oo\ ss.4 ANY COVENANTS, RESTRICTIONS, EASEMENTS AND/OR N� W + \ r 55.0 5 .9 o \ \ \ 5 2 6. \ 2�\0 a, I X14 �s I RIGHTS OF WAY OF RECORD, IF ANY, ARE N07 SHOWN \\ 3.6 \\ 5.4 ' \ \ \\ \ 265 2913 I 13t �eW 5405 ew 5406 �� 131 OR ADDRESSED. r ( I --77 51.7 -54=T�- \I -- t 3. PROPERTY CORNER MONUMENTS WERE NOT PLACED + 52.3 5.2.8 55.0 \ 57.0 AS PART OF THIS SURVEY. 4. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS PART OF THIS \ TAX LOT 14 SURVEY. 5. ELEVATIONS SHOWN HEREON REFER TO N.A.V.D. 1988. w,ri 10 rn rn. 1/29/19 A.V.R. CLIENT COMMENTS Date BY Revision Surveyed by: R.B. I Drahed by: A.V.R. I Checked by: C.W. MAY 1 3 2019 l � Barrett Bonacd & N WOOD WALK & STEPS DIMENSIONS SL,I,,' T t,,,,; k Van Weele, Pc SCALE: 1"=20' ,..,.___.___�s�sl. ._._.._.. __„,,.m,__. Engineers a Surveyors Planners 175A Commerce Drive Hauppauge,NY 11788 T631.435.1111 F 631.435.1022 www.b6vpc.com Tax Map: DISTRICT 1000 SECTION 40 BLOCK 1 LOT 17 Certifications indicated hereon signify that his plat of the property depicted hereon was mode PROPERTY in accordance with the existing Code of Rachce for Land Surveyors adopted by the New York State Association of Professional Land SurveyorsSITUATE This certification is only for the lands depicted G RE E N PO RT hereon and isnot certification of td e,zoning or freedom of encumbrances Soid cerhfications shall run only to the persons and/or entities Itsted her and are net tmbderable to adds- TOWN OF SOUTHOLD SUFFOLK COUNTY,N.Y. tiono4pPrs :n hTesor subsequent owners �n -� ---� PARTIAL Unauthonied al(erahon or addmon to 4�is suf- vey isavialoofsetion7Zo9ofNewYark TOPOGRAPHIC SURVEY State Education Low Copies of this survey mop not bearng the land surveyor's embossed seal and signature shall PREPARED FOR: not be considered to be a hue and valid copy © 2019 BBV PC LM: TOPO RON & WINI SPILLANE Date Scale Project No. Sheet No. VIEW: TOPO DECEMBER 19,2018 1 1"= 20' 1 A180741 of EXTENT OF DEMOLITION: / AREA OF DISTURBANCE: 5.3 GENERAL NOTES: FOR WORK 0 BOTTOM OF BLUFF: PART OF EXISTING STAIR TO BEACH SHALL BE REMOVED. REMOVE � � / 1. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF ,` ... .�.Y :.:;-� "."_"�,.�'`r• .,•• �`". ..'..° P -` APPROXIMATELY f35' OF EXISTING STAIR(S) AND PLATFORM, LANDWARD APPROXIMATE LIMIT OF i ACCESS FROM NEAR BY PUBLIC / f625 SQ.FT. AREA OF WORK OR TO ADJACENT PROPERTIES. AFTER w EX. VEGETATION / FIELD f' /" ACCESS ROADWAY s`. FROM THE BOTTOM OF SLOPE (AS SHOWN ON PARTIAL PLAN, THIS DWG). Q DEMO HAS BEEN COMPLETED AND NEIGHBORING PROPERTY ; nx, :E "•" "•',: ••`' / OBSERVATION (05-07-2019) ' APPROX. 1,100 L.F. THE REMAINS OF ANY COASTAL CONSTRUCTION SHALL BE REMOVED �� / HAS BEEN RESTORED, ERECT CONSTRUCTION FENCE ALONG , UNLESS OTHERWISE NOTED FROM THE AREA OF WORK, THIS INCLUDES BUT o`` LL EFFECTED PROPERTY LINE FROM AREA OF WORK2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TOIS NOT LIMITED TO ITEMS CALLED OUT ON THE SITE PLAN. ALL MATERIAL o�� / 14.3 EX. WOOD STAIR RMS / ANY WORK. 4 c: e `"`•. Y ' `r ' SHALL BE HAULED TO AN APPROVED UPLAND SITE. 54/ TO BE REMOVED TO THE EXTENT 2 /<c, / / 3. STAIR AND REVETMENT CONTRACTOR SHALL COORDINATE X / SHOWN / W 4: ✓ i rr `. • � 22 REGARDING STONE / STAIR POST LOCATION. �' •. � �� - '•�,.�:• .' M GENERAL DEMOLITION NOTES. / 50 / / / �P �3.7 / / 4. ALL DEBRIS FOUND ON BLUFF FACE SHALL BE REMOVED 1. START OF DEMOL1TlON SHALL ONLY BEGIN AFTER THE DEMOLITION CONTRACTOR HAS BEEN 5.2 PRIOR TO THE START OF CONSTRUCTION x ' , ' `" A '•- Wlzr SHOWN THE PROPER REPORTS STATING THAT ALL HAZARDOUS MATERIALS HAVE BEEN / , /21.3 Qj� / o� / Q�// // A. REMOVE CONSTRUCTION DEBRIS AND THE LIKE FOUND W q FROM THE SITE USING FEDERAL, STATE, AND LOCALLY APPROVED METHODS 2 0� x /� / * +`y 'fit= 16- REMOVED N AND PROCEDURES FOR THE MATERIAL IN QUESTION. OF` `�� ! ,� �� 0 O 3� / o� ��/ Ste/ APPROXIMATE ABOVE GRADE RESERVE MATERIAL WHEN DIRECTED. 4 Q i y.. Baa x 1.49 �, J O� / / B. REMOVE ALL UPROOTED DEAD VEGETATION. DEAD .= .- "h 2. ALL STRUCTURES, BOTH ABOVE AND BELOW GRADE ARE SHOWN AS A GUIDE FOR F�lj �0 16.5 / 32 / • O 4 �, LIMIT OF EX. / - W IL DEMOLITION. LOCATION OF SUBSURFACE STRUCTURES ARE ESTIMATED TO BE LOCATED 8 0 , / �O �/ / VEGETATION SHALL BE CUT AT GRADE, LEAVE ROOTS „`: "�`" `- = c AS SHOWN. THE CERTIFYING ENGINEER DOES NOT ATTEST TO THE ACCURACY OF THE O /��• `�r+' 34 �O t 5 VEGETATION , `' • '- 10 / / 20.4 , / / O/ /� PER FIELD / BELOW GRADE. `- e=} '= > u- LOCATION OF THE SUBSURFACE STRUCTURES SHOWN OR THOSE STRUCTURES NOT SHOWN. / ' • 'f ♦fes '.`v.'N', F...�� ! '� / �Q� C. HAUL DEBRIS AWAY TO APPROVED UPLAND SITE. ; «° 20.0 � .a f.,�f; �-a �,` OBSERVATION wn W 3. THE DEMOLITION SHALL BE PERFORMED BY THE CONTRACTOR(S) AT THEIR OWN RISK AND 12 / y / 36 / P i 6 / SITE a ' ,,,. y LIABILITY. ALL DAMAGE ON SITE OR ADJACENT TO THE DEMOLITION AREA WILL BE 38 4.4 (05-07-2019) 'A" Yi. '• .� CL I-i 14 / LOCATION "`'� ' REPAIRED OR REPLACED SOLELY AT THE CONTRACTOR'S EXPENSE. i x28/1 40 V Y` �. "1 °., ° q4Y .,... ! 0- Q 4. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, NO ENVIRONMENTAL HAZARD(S), THAT COULD 16 / 256 42 / 16 / / j` PROPOSED WORK SUMMARY: • '� ,' Y 0 DEMOLITION PROCEDURE EXISTS ON THIS SITE. / 44 12 DEMOLISH P O EXISTING STAIR TO BEACH AS m BE AGGRAVATED BY THE DE / / A 10 / // / 5. THE CONTRACTOR IS ADVISED TO USE CAUTION WHEN EXCAVATING AND REMOVING 18 / SUBSURFACE STRUCTURES, PIPING, ETC., DUE TO THE UNITED AVAILABILITY OF NOTED. CONSTRUCT BEACH ACCESS STAIR IN • INFORMATION CONCERNING SUBSURFACE UTILITIES. 20 / �2.0 / / 46 �36 2 / / / / �' PLACE OF PORTION OF EXISTING STAIRWAY TO � f r '26.s EX. WOOD STAIR, WALKS AND AREA OF WORK / BE REMOVED (4 WIDE x t35 LG). STABILIZEN6. EXCAVATION PROCEDURES SHALL BE PERFORMED BY THE CONTRACTOR(S), IN x / 2 /ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. 22 29.1329PLATFORMS To REMAIN TO SEE 'SECTION A' FOR 'BEACH / / /14 AND RENOURISH AREA OF WORK BY WAY OF THE EXTENT SHOWN / GRADING TERRACING FILLING AND PLANTING. 5 4 / i ' LOCATION MAP. 2 � / / STAIR PROFILE (SHT 2), AND / / PROPOSED BEACH ACCESS STAIR IN PLACE OF STABILIZATION METHODS AND PORTION OF EXISTING STAIRWAY TO BE REMOVED: % \ NOT TO SCALE 26 / � 37.366 / < 4'W x f35'LG WOOD BEACH ACCESS STAIR BEYOND 28 i / / ,�,� FOR INFORMATION REGARDING: 30 / ASSOCIATED DETAILS (THIS DWG) 14. /EXISTING BEACH STAIR (TO REMAIN), / , �� PROPOSED RE-VEGETATION AND NOTE: / O�- INSTALL 4 x8 PLATFORM W/ 2 BENCHES,, 4 Wxt26 LGA TERRACING REQ'MTS, SEE ELEVATION 'A' MACHINERY ACCESS FOR PROPOSED WORK AT BOTTOM OF BLUFF FROM NEARBY 32 "8 0 4 5 4 8 50 / STAIR TO 5x6 BASE PLATFORM, 2 Wx±5 LG FLIP-UP / (DWG No.2), SCHEDULES AND DETAILS ON PUBLIC BEACH ACCESS POINT. 46.1x ALUMINUM STAIR TO BEACH. SEE DWG No.2 FOR INFO.% / �� DWG No.1 i �V 34 r / / PROPOSED BLUFF FILL AND RE-VEGETATE VEGETATE Sj�/ / y i 22 2r/ 28/ / / �\ PROPOSED BEACH ACCESS STAIR DESIGN �(�. / GRADE, TERRACE, SOF 0 y� 1. 24 30 / AND CONSTRUCTION REQMTS, PROPOSED BLUFF. � PER SECTION A (SEE DWG No.2) •�O/ / � / SEE DWG No.2 STABILIZATION A N D p SEE BILL OF MATERIALS FOR AREAS AND 46i APPROXIMATE / / / 32 / \ PARTIAL BEACH ACCESS STAIR ,� FILL QUANTITIES (THIS DWG) v 6 LIMIT OF ;1 21 / / 34 / � �, PROPOSED 8 VEGETATION 41 / 36 / REPLACEMENT PLAN FOR. SITUATE AT: SCITvI NO.: 1000-40-01-17 Q �J` PARTIAL DEMOLITION SITE PLAN PROPOSED RE-VEGETATION: 10 / SS- 20 / / 38 / / 63403 COUNTY ROAD 48 ZONING DISTRICT: N/A r��Q �% PROVIDE PLANTINGS PER PLANTING SCHEDULE, 12 y 40 NY USE: RESIDENTIAL p�y SEE FILL, RE-VEGETATION AND TERRACING 14 / -7 42 / TOWN OFRSOUTHOLD FEMA FLOOD ZONE: N/A !� 773 SEQUENCE OF EVENTS NOTES THIS DWG. / 44 15 7.5 0 15 30 60 90 � 29.56 / / -_ SUFFOLK COUNTY, NEW YORK GRAPHIC SCALE 1" = 15'-0" PLANTING DISTURBANCE ALL AND ONR IN BARELOCATIONS BLUFF FACEOF 16 / / / / / ,y`10 /EXISTING / / �6 55.6 48 X56.4 SITE DATA: EXISTING: PROPOSED: 18 / /27.0 / BEACH ACCESS STAIR TO REMAIN 50 x AREA OF SITE: f3 16 f i 26.6 EX. WOOD STAIR, WALKS AND / 0, 2 S.F. ( 0.6924 AC.) N.C. / PLATFORMS TO REMAIN TO THE (TO TIE LINE) � PROPOSED TERRACING: 20 x i � `9 PROVIDE TERRACING PER TERRACING SCHEDULE, SEE 29.0 52 6.0 � SCOPE OF WORK 22 29.1 EXTENT SHOWN SEE STAIR PROFILE x � UMBER TERRACE RETAINING WALL AND PLANTING BLUFF RENOURISHMENT AND STABILIZATION: DETAIL, RE-VEGETATION AND TERRACING SEQUENCE OF 24 / AND DETAILED PLAN FOR MORE /1 s4 / 56 // BILL OF MATERIAL: 0 37.6INFORMATION. / DOO . , 1. DISTURBED BY CONSTRUCTION, BARE OR DENUDED AREAS WITHIN THE EVENTS NOTES, THIS DWG. TERRACING SHALL OCCUR IN 26 x- �i / A TC 55.9 .� 'AREA OF WORK' SHALL BE PLANTED WITH APPROVED NATIVE LOCATIONS OF DISTURBANCE AND ON BARE BLUFF FACE 28 / � �j/ 37.3 / / 8W 55.�J7 2 BC 55.80 `� BLUFF AREA TO BE RE-NOURISHED � � x COASTAL EROSION W � ;\(3 VEGETATION. SEE PLANTING SCHEDULE AND DETAIL (THIS DWG) FOR / 3� / j �/� TC 55.94 56 7 HAZARD LINE WITH APPROXIMATELY f25 CU.YDS. OF CLEAN SANDY FILL NEEDED ' �c�, F G / // 20 APPROVED PLANTINGS AND PLANTING INSTRUCTIONS. THE PLANTING 30 / 46.1 / COQ BC 55.84 TO RESTORE BLUFFS SURFACE ELEVATION. FILL WILL BE REQUIRED TO ATTAIN / O<'o/// % WILL BE MAINTAINED UNTIL THE VEGETATION IS SUCCESSFULLY 32 / ' /�� PROPOSED GRADES (APPROXIMATELY f25 CU.YDS). PURCHASED FILL MUST BIEOf n 0�/ r . APPROX. ESTABLISHED (MONITORED OVER 3 GROWING SEASONS). 34 / 4 . 9 / /Q O / TRUCKED IN FROM AN APPROVED UPLAND SOURCE. THIS PROPOSAL RESERVES THE i�-�-1 �� 2. DISTURBED BY CONSTRUCTION, BARE OR DENUDED AREAS WITHIN THE / o TC 55.83 rT1 I X O 10 LIMIT OF EX. �- / '� / RIGHT TO ACQUIRE MATERIAL FOR THIS PURPOSE. ALL FILL USED LANDWARD OF / 'AREA OF WORK' SHALL BE TERRACED PER TERRACING SCHEDULE AND 3s TW 55.85 BC 55.63 T 55.86 / VEGETATION / ^30 / / �5 . 4 BOTTOM OF SLOPE MUST BE CLEAN AND OF BEACH COMPATIBLE GRAIN SIZE TO CO � Q BW 55.45 / B 55.76 FIELD DETAIL (THIS DWG). 38 / EXISTING SAND FOUND ON SITE AND MUST BE PURCHASED FROM AN APPROVED W L- 7 OBSERVATION / 3. SEE DRAWING No,1 FOR REQUIRED MATERIALS AND QUANTITIES 40 1—, Y//-T W 31 , TC 55.85 / X5.4 xUPLAND SITE. X(05-07-2019) / ,� 54 1 BC 55.30 / TC 55.85 56.5 F--� O �! m 42 / BC 55.55 1. ESTIMATED PURCHASED FILL- ±25 CU.YDS. < O Q L0 20x 30� X40 PLANTING SCHEDULE 44 � GRAVEL / 55.4 � _ � / 54 3 / TC 55.99 W 46 51.7x BC 55.64 5 PLANTING AREA: - 00 PROPOSED GRASS AREA (MIX OF AMMOPHILA BREVILIGULATA) BEACH / 52 [--� �- � / / / GRASS 2-3 COLUMNS PER PLANTING HOLE 12" O.0 MAX. WITH PANICUM 48 / " / 56.7 PLANT BLUFF FACE WITH NATIVE VEGETATION, INCLUDING BUT NOT LIMITED TO BEACH O / �► , " TW 54.85 55.6 GRASS AND SWITCH GRASS APPROXIMATE 10 '"� 6 5o VIRGATUM) SWITCH GRASS AT 2-0 O.C., 2 GAL CONTAINER). / Q� BW 54.05 55.4 • x c= N _ 50 ��0 BLUFF PLANTING = ±625 SQ.FT. 5% 40 / - AND PROPOSED NORTHERN BAYBERRY BUSH (MYRICA PENSYLVANICA) TO BE SITE PLAN - PROPOSED WORK x roe OF 55.4 56.3x ,�// to /� 5 55.Ox TC 55.80 BC 55.73 NOTE: THE AMOUNT OF RE-VEGETATION WITHIN THE AREA OF WORK WILL BE w� cD EX, WOOD STAIR & PLANTED AT A MINIMUM 3 FOOT ON CENTER (3 GALLON CONTAINER). TW 54.76• EXISTING DECK TO BC 5.70 LESSENED BY THE AREA OCCUPIED BY ESTABLISHED, STABLE EXISTING VEGETATION. F�-1 PLATFORMS TO BE 20 / / 50 j AND OR W 566 REMAIN REMOVED, SEE PARTIAL 4 �j PROPOSED BEACH ROSE BUSH ROSA VIRGINIANA TO BE PLANTED AT -j PLAN, THIS DWG - �/ Q`�' ( ) 15 7.5 0 15 30 45 (No WORK) TERRACING ON BLUFF FACE W H MINIMUM 3 FOOT ON CENTER (3 GALLON CONTAINER). GRAPHIC SCALE 1" = 15'-0" ,52.$/ IS REQUIRED FOR THE PURPOSE OF STABILIZING DISTURBED SOIL AND TO REDUCE ►� EX. WOOD STAIR, WALKS 30 �� / oF/ AND OR / 1 55 5t.6 55.5 EROSION AND PLATFORMS TO REMAIN / OQ PROPOSED BEACH PLUM BUSH (PRUNUS MARITIMA) TO BE PLANTED AT A / i/ / MINIMUM 3 FOOT ON CENTER (3 GALLON CONTAINER). / BLUFF STABILIZATION = ±625 LIN.FT. GINEER• TO THE EXTENT SHOWN PRUNE 1/8" OF LEAF AREA BUT 56 NOTE: THE AMOUNT OF TERRACING WITHIN THE AREA OF WORK WILL BE LESSENED BY / / SEE PLANTING DETAIL, THIS DWG 40 1 RETAIN NATURAL FORM EXISTING THE AREA OCCUPIED BY STABLE SOIL BELOW ESTABLISHED, EXISTING VEGETATION. 5� FREY G / 7 / / 1 STORY DWELLING 50 / SPRAY WITH WILT-PROOF N0. 63403 ' \ /EX. DECK TO PROPOSED NEW ACCORDING TO MFG'S INSTRUCTIONS m SITE PLAN BASED ON / REMAIN tJ SHRUB/ BUSH PER IF FOLIAGE IS PRESENT X5'0 56 Z �y► .- J PLANTING SCHEDULE, m ' k _" . ORIGINAL PARTIAL TOPOGRAPHIC SURVEY BY: GPO MIN TING O.C. GROUND LINE TO BE SAME AS AT COMPACTION NOTES: ° o, `�� BBV - BARRETT, BONACCI AND VAN WEELE, PC Vol, HE NURSERY SUB GRADE - GENERAL 9� 49 175A COMMERCE DRIVE / �� 1. IN ORDER FOR THE PAVEMENT TO BE DURABLE, THE SUB GRADE MUST BE PROPERLY PREPARED. THE 6. FOR UNSTABLE SOILS WITH LESS THAN 250 PSF COHESION OR ULTIMATE BEARING FILL, RE-VEGETATION AND TERRACING , RFs \- HAUPPAUGE, N.Y. 11788 EX' 1 STY R CONTRACTOR SHALL PREPARE THE SUB GRADE IN ACCORDANCE WITH THESE SPECIFICATIONS, CAPACITY OF LESS THAN 500 PSF, GEOTEXTILE FABRIC SHALL BE INSTALLED IN ALL ��SI� ,✓ SURVEYED: DEC. 111 88 DWELLING O� ESTABLISHED VEGETATION USING THE NECESSARY MEANS AND MATERIALS TO PROVIDE THE SPECIFIED RESULTS. NOTHING IN U11UTY AND PIPING TRENCHES AND TANKHOIES TO REDUCE MIGRATION OF FINE-GRAINED SEQUENCE OF EVENTS NOTES: - . - TO REMAIN ' OR MEANS OF STABILIZATION THE FOLLOWING SITUATIONS CAN IBE FORESEEN. THEREFORE, NOTHING IN THE FOLLOWING SHALL SOIL AND SEPARATE DISSIMILAR FILL MATERIALS. THE GEOTEXTILE MATERIAL SHALL " PLANTED GRASSES AND/OR TERRACING RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO NOTIFY THE ENGINEER Of SPECIAL OVERLAP ADJACENT GEOTEXTILE MATERIAL BY A MINIMUM OF 12' AS NECESSARY TO 1. NO RE-VEGETATION OR TERRACING INSTALLATION SHALL OCCUR UNTIL STAIRWAY JEFFREY T. BU$ R, P.E. (NO WORK) 18 MIN. FOR PLANTS / ( / ) PROBLEMS, AND IN THE END, TO(PROVIDE A SOUND SUB GRADE. UP TO 4 HIGH, 20 MIN. >. :.I-' r I.::;::... COVER THE INTENDED AREA. GEOTEXTILE FABRIC SHALL BE GTF13OEX, TYPAR 3401, CONSTRUCTION IS COMPLETE. 0 SITE PLAN I J 2. USING SOIL TEST DATA GTF150EX, OR TYPAR 3601 AS MARKETED BY EXXON CHEMICAL AT 1-800-54-EXXON. F- FOR PLANTS OVER 4h 1 REMOVE BURLAP FROM A. AT ITS OPTION, THE ENGINEER MAY PROVIDE SOIL TEST INFORMATION TO THE CONTRACTOR. IF 7, BACKFlWNG TANKHOIES, ETC.: A. FIRSTLY - INSTALL STAIRWAY f EXISTING CONDITION / DEMO 6' MIN `� _ _ TOP OF BALL PROVIDED, THE DATA WILL INCLUDE CLASSIFICATION OF THE SOIL IN ACCORDANCE WITH THE BACKFILL FOR ANY EXISTING TANKNOLEs SHALL MEET THE REQUIREMENTS Of THIS SECTION. B.i SECONDLY - FILL, TERRACE AND PLANT MM AY 2Q�� UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D2487). THE SIGNIFICANCE OF THE DATA WALL BE LIKEWISE, BACKFILL FOR OTHER HOLES LEFT BY REMOVAL OF SWIMMING POOLS, AREA OF WORK: N INTERPRETED BY THE ENGINEER. ETC. DISTURBED, BARE OR DENUDED AREAS MUST BE FILLED TO NATURAL GRADE PRIOR _ _ m TYPICAL BACKFILL VYITH TOPSOIL AND PEAT-MOSS B. SOILS DESIGNATED AS HIGHLY EXPANSIVE (CHI, MHO, AND OH) MAY REQUIRE LIME STABILIZATION 8. BACKFILLING TRENCHES COMPLY WITH THIS SECTION ALSO. TO INSTALLING TERRACING AND PLANTING p C 3:1 RA110 BY VOLUME IN " AND/OR SELECTIVE REPLACEMENT WITH SUITABLE SOILS. SUCH SPECIAL TREATMENTS WILL BE BACKFILL FOR UTILITY TRENCHES SHALL BE WELL-GRADED, CLEAN, FRESHWATER SAND, 2. NO FILL SHALL BE TAKEN FROM THE SURROUNDING BEACH OR BLUFF FACE. _ _ • : _...,_.._..._. U 30 15 0 30 60) 90 1d SHRUB PLANTING DETAIL 9 LAYERS-WATER EACH LAYER UNTIL DETAILED IN THE SITE BID DOCUMIENTS IF THE COST IS TO BE INCLUDED IN THE CONTRACTOR'S FREE OF SILT AND CLAY PARTICLES. BACKFIWNG SHALL OCCUR IMMEDIATELY AFTER 3. PROVIDE CLEAN SANDY FILL OBTAINED FROM EXCAVATION PREFORMED DURING -� Z Q SETTLED. DO NOT TAMP 5 GRAPHIC SCALE 1" = 30'-0' �� BASE BID. THE UNE OR CONDUIT IS IN PLACE TO PRECLUDE CAVING OF THE TRENCH SIDES. PRIOR PREPARATION FOR REVETMENT INSTALLATION FOR THE PURPOSE OF RESTORING BLUFF'S o � N.T.S. C. SOILS DESIGNATED AS HIGHLY ORGANIC (OFT, OLD, AND PT) MAY REQUIRE SELECTIVE TO INSTALLATION OF THE UNE OR CONDUIT, A 4 INCH CUSHION OF SAND SHALL BE O 6' FOR PLANT'S UP TO 4' HIGH 8" REPLACEMENT WITH SUITABLE SOIILS. THE NEED FOR AND THE EXTENT OF THIS TREATMENT WILL BE PROVIDED. SURFACE ELEV. TO NATURAL GRADE (FOR QUANTITIES SEE BILL OF MATERIAL SHT 1). 00 m FOR PLANTS OVER 4' HIGH DETAILED IN THE SITE DOCUMENTS IF THE COST IS TO BE INCLUDED IN THE CONTRACTOR'S BASE 9. AREAS OUTSIDE THE PAVING SHALL BE FILLED AND COMPACTED AS NECESSARY WITH SOIL 4. GULLIES OR LOW POINTS WITHIN THE AREA OF WORK SHALL BE FILLED AND GRADED TO 14- 5-- 0 LEGEND: BID. COMPLYING WITH THIS SECTION. EXCEPT THE TOP 6 INCHES SHALL BE NATIVE TOPSOIL THE LEVEL OF THE ADJACENT BLUFF FACE (THE NATURAL GRADE). Z m W D. THE CONTRACTOR SHALL INSPECT THE SUB GRADE AND NOTIFY THE ENGINEER OF ANY SUITABLE FOR GRASS. AREAS REQUIRING CUT SHALL ALSO BE PROVIDED WITH 6 INCHES 5. WORK WITHIN DESIGNATED AREA OF WORK, CONTRACTOR TO ATTEND TO DISTURBED, 0 0 O > PROPERTY LINE CONDITIONS REQUIRING SPECIAL CONSIDERATION NOT ADDRESSED IN THE SITE BID DOCUMENTS. OF NATIVE TOPSOIL FOR GRASS. FINISH GRADE FOR THESE AREAS SHALL BE 1 INCH WASHED OUT AREAS WITH EXTRA CARE. '-" Z O �p THE EXTRA COST OF UNANTICIPATIED REMOVAL WALL BE BASED ON THE UNIT COSTS PROVIDED WITH BELOW TOP OF CURB. AREAS SHALL BE SLOPED TO DRAIN AT A MAXIMUM OF 4:1 UNLESS 6. APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. LLJZ Z O � � EXISTING BUILDING ` THE BASE BID. THE COST OF UNIANTICIPATED LIME STABILIZATION OR OTHER SPECIAL TREATMENT OTHERWISE INDICATED ON THE SITE OR GRADING PLAN. 7. TO APPLY FILL' 0 0 -4 Q W ��� / WILL BE NEGOTIATED. 10. COMPACTION TESTING: A. WORK HORIZONTALLY ACROSS BLUFF FACE, LIMIT THE WORK AREA To 3-4 FT OF w - ¢O F2 I O Q Q NOTED LAND LINES THE ENGINEER WILL ENGAGE AN INDEPENDENT TESTING LABORATORY TO PERFORM (1) A VERTICAL SURFACE AREA AT A TIME. CONTRACTOR SHALL APPLY FILL IN 12' LIFTS W NOTED WATER LINES 0- f EXISTING SHRUBS, ` S UTB GRADE PREPARATION REMOVE ALL VEGETATION, SURPLUS SOIL, DEMOLITION RUBBLE, AND OTHER STANDARD PROCTOR TEST(ASTM D1557) ON THE FILL MATERIAL(OR NATIVE SOIL TAMP BETWEEN LIFTS. H�-•i LL 0 O / TO REMAIN PROCTOR TEST(ASTM D1557) ON THE FILL MATERIAL(OR NATIVE SOIL IF NO FILL IS USED) 8. ONCE NATURAL GRADE IS ACHIEVED WITHIN THE SMALL WORK AREA PLANT PROPOSED = O O UNDESIRABLE MATERIALS SUCH(MATERIALS SHALL BE PROMPTLY HAULED FROM THE SITE AND AT LEAST 72 HOURS BEFORE THE CONTRACTOR INITIATES COMPACTION AND (2) A VEGETATION AND INSTALL TERRACING BEFORE MOVING DOWN TO THE NEXT VERTICAL W I- Z EXISTING MAJOR CONTOUR `----10---- �- DISPOSED OF IN ACCORDANCE H111H GOVERNING LAWS AND CODES. THE CONTRACTOR SHALL W SHAPE THE SUB GRADE IN ACCORDANCE WITH THE GRADING PLAN, TAKING INTO ACCOUNT THE NUCLEAR DENSITY GAUGE (ASTM D2922 AND ASTM D3017) OR SAND CONE (ASTM D1556) SURFACE AREA. Z � W O EXISTING MINOR CONTOUR - 6-- -'� C EXISTING BLUFF FACE THICKNESS OF THE PAVING SYSTEM. THE TOLERANCE OF THIS ROUGH GRADING SHALL BE WITHIN TEST E A MINIMUM OF THREE RANDOMLY SELECTED LOCATIONS TO MEASURE THE 9. ANY EXISTING VEGETATION SHALL REMAIN IN PLACE. DELIBERATE CARE SHALL BE TAKEN Q O 0 N DEGREE OF COMPACTION OF THE SURFACE SUBGIRADE. IF THE RESULTS FROM THIS TEST Z -' 1/2' HIGH TO 1' LOW.DURING THIS OPERATION THE CONTRACTOR SHALT NOTE ANY SOFT AREAS NOT TO DISTURB ROOT BASE OF EXISTING PLANTS. -� O H � FOR THE FILL OR NATIVE SOIL DO NOT MEET OR EXCEED THE DEGREE OF COMPACTION OBJECT TO BE REMOVED -------------- `="' GULLIES LANDWARD OF TOE OF BLUFF SHALL THAT BECOME APPARENT AFTER 11RAMC BY CONSTRUCTION EQUIPMENT AND LOADED TRUCKS. 10. ANY DEAD VEGETATION SHALL BE CUT 0 GRADE AND REMOVED FROM BLUFF FACE. ' ;'•-' SUCH SOFT AREAS SHALL BE REPORTED TO THE ENGINEER FOR DETERMINING THE METHOD OF SPECIFIED IN THIS SECTION, THE COST Of TESTING WILL BE DEDUCTED FROM THE NOTE: LEAVE ROOTS INTACT BELOW GRADE. O O U O CONTRACT AMOUNT, AND THE TESTING (2) WILL BE REPEATED. BE FILLED AND GRADED TO THE LEVEL OF TREATMENT REQUIRED IF ANY. 11. ANY UPROOTED TREES ETC. SHALL BE REMOVED FROM BLUFF FACE. d04 EXISTING GRADE X 6.0 O• `i`$�' "'i;W ADJACENT BLUFF FACE, REINFORCE BY 2. MAINTAINING DRY SITE CONDITIONS: 11. THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY SYSTEM IN ACCORDANCE WITH 0 DURING PREPARATION OF THE SUB GRAmE AND UNTIL THE PAVING IS IN PLACE, THE CONTRACTOR SHALL THE STANDARDS OF THE S.C.D.H.S. CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTIONS 12. SEE 'PLANTING SCHEDULE', 'TYPICAL SHRUB PLANTING DETAIL, 'TERRACING SCHEDULE' M r O f , O Y • :�: .. TERRACING AND PLANTING W/ APPROPRIATE AND SIGN-OFF OF SAME AND UMBER TERRACE RETAINING WALL AND PLANTING DETAIL, THIS DWG. JO el = ELEVATION NOTES: �y +-� PROMPTLY TAKE REASONABLE MEASURES TO OBTAIN AND TO MAINTAIN A DRY SITE CONDITION. t1� �� � ::t NATIVE VEGETATION. 12. CONTRACTOR IS RESPONSIBLE FOR HAVING THE PROPANE TANK PUMPED OUT AND 13. CONTINUE PROCEDURE UNTIL PROPOSED AREA OF WORK IS COMPLETED. I� . SUCH MEASURES SHALL INCLUDE(PUMPING OF FREE SURFACE WATER, MINOR HAND AND/OR MACHINE l� 1. ELEVATIONS SHOWN HEREON REFER TO NAVD 1988 �. `nO .:�: :�:. SHAPING TO FACILITATE WATER R�IOVAI, AND OTHER OPERATIONS TO SPEED DRYING. CERTIFIED AS EMPTY PRIOR TO RELOCATION. a .. EXISTING ELEVATIONS ARE SHOWN THUS: 5_0 I� ` �`r`= PHOTO KEY ='`w PROPOSED BLUFF FACE 3. NATIVE SOIL COMPACTION: Z N O No. EXISTING CONTOUR LINES ARE SHOWN THUS: 5 O �� ' :`' ' `: COHESIVE AND COHESIONLESS NATIVE SOIL SHALL BE COMPACTED TO 95%AND 100%OF THE OPTIMUM Z �� .:},•: I DENSITY, RESPECTIVELY, PRIOR M PLACEMENT OF FILL of NEW YORK CIT&LONG ISLAND �dignetnycli.conn Z LL W �;>,;. P P ED BEACH GRASS p or O O m L- '�'=•'= NTED AS 4. FILL SELECTION AND COMPAC11ON: 1 800-272-4480 811 (f the8l1.co) U O 0 TERRACING SCHEDULE ~ ` IN PLANTING / THE MOST COST EFFECTIVE FILL MATTIRIML FROM THE FOLLOWING SHALL BE USED: I z IN -SAND-GRAVEL MIX (1.5 TO 3%FINES < 0.02 MM AND CBR >17), J USE.2x2x4' LONG UNTREATED DOUGLAS FIR WOOD STAKES SC D " TERRACE SLOPE ACCORDING TO SCH. BELOW: :.:. ^;�w. -GRAVELY SOIL (3 TO 6%FINES<0.02 MM AND CBR >8), W/ 2x6 DOUGLAS FIR PLANKS SECURED TO STAKES (MIN ' '` <= -SANDY SOILS (3 TO 6%FINES< 0.02 MM AND CBR >8), By law,excavators and contractors working in the five For safety reasons,homeowners are strongly •L U SLOPES OF 1:3 6'-0' OC . INSTALL TERRACING PERPENDICULAR TO `'` / -SILTY GRAVELY SOILS (6 TO 10% FINES <0.02 MM AND CBR >8), boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any typie SLOPES OF 1:2 SLOPES OF 1:1 OR GREATER ) " ` PAGE : TERRACING TO BE INSTALLED AT N TO BE INSTALLED AT DOWNWARD SLOPE. SECURE 2x6 PLANKS TO ADJACENT = _SILTY SANDY SOILS (s To 15%FIINEs <o.D2 MM AND CBR >8), Counties on Long Island must contact DigNet, of digging on their property.Homeowners can w TERRACING TO BE INSTALLED AT TERRACI G / CLAYEY GRAVEL SOILS (OVER 20�%FINES <0.02 MM AND CBR >5), 1-800-272-4480 or 811,at least 48 hours but no more contact us directly at 1-800-272-4480 or by callin19 p 6' O.C. SPACING ' PLANKS ALONG HORIZONTAL PLANE 3 O.C. SPACING 1 O.C. SPACING -CLAYEY SANDY SOIL (OVER 20%ONES <0.02 MM AND CBR > 5), than 10 working days(excluding weekends and legal 811,the national call before you dig number. Fort' ,�. 5. THE ENGINEER RESERVES THE RIGHT TO HAVE SOIL TESTS PERFORMED TO CONFIRM THE SUITABILITY holidays)prior to beginning any mechanized digging or excavation work completed on personal property, OF ANY FILL MATERIAL THE CONTRACTOR SHALL SPREAD AND COMPACT THE FILL MATERIAL IN 6 Z INCH MAXIMUM LIFTS. EACH LIFT SHIALL BE COMPACTED TO 95%OF THE OPTIMUM DENSITY. excavation work to ensure underground lines are marked. it is the contractor's responsibility-NOT the TIMBER TERRACE RETAINING WALL COMPACTION SHALL BE ACCOMPLISHED AT NO LESS THAN OPTIMUM MOISTURE CONTENT UP TO 2% Excavators and contractors can also submit locate homeowner's-to contact DigNet. Having utility WETTER. OPTIMUM DENSITY AND OPTIIMUM MOISTURE CONTENT SHALL BE AS DETERMINED BY ASTM requests online,through ITIC.If you do not currently use lines marked prior to digging is free of charge. 3 2 1 AND PLANTING DETAIL D1557. NO RUBBLE, TRASH. BOULDERS. OR 01HER DEBRIS WILL BE ALLOWED AS FILL MATERIAL IN ITIC,please call 1-800-524-7603 for more information. SCALE: NONE ANY USAGE. of 2 GENERAL NOTES WET STEPS - 7 STEP * '." '� _4 L.� 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE PART OF EXISTING _ ��,;.; ja .� . PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF STAIR TO BEACH LIGHT WEIGHT WELDED MARINE GRADE "- t�. ALUMINUM STAIR WITH ALUMINUM HANDRAIL, -* " WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. ! _ . . . 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE RESIDENTIAL 55' CLIMB ANGLE, STAIR ROTATES 90' � ! -„ 4 � CODE (IRC 2015) AND ALL RULES AND REGULATIONS OF THE TOWN OF 12 _ PLATFORM MOUNTING BRACKET, RATED FOR * SOUTHOLD, PER 'BEACH ACCESS STAIRS - SCOPE OF WORK', AND A 500 LB CAPACITY." �. _,,�., -• W '�:, -' INFORMATION PROVIDED (THIS DWG) AND ALL RULES AND ' MOUNT TO PLATFORM W/ 8 BOLTS /// .._ _ " ''`° REGULATIONS OF THE TOWN OF SOUTHOLD. % �.. 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS THE f6' FINISH:POWDER COATED -� M CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. SHOULD f11 t11 /i COLOR, TEXTURE AND FINISH BY CLIENT '" HE FAIL TO FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, t� PART OF f4 f3' - HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING Ij EXISTING STAIR STEP WIDTH = 24" .-` THEREFROM. TO BEACH STEP DEPTH = 8 + 4. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND f3 }3 f2 PROPOSED _"" BLEND INTO INTO EXISTING SLOPE. 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM 'FLIP-UP' STAIR TO BEACH "` °'" / SOIL PRESSURE OF 2 TONS PER SQ.FT. AND SHALL HAVE A MINIMUM OF 6'-0" OF COVER. CONTACT: 6. DESIGN TIMBER STRESS - DOUGLAS FIR , NO. 2 GRADE FB - 825 PSI, WETSTEP.COM E = 1,200,000 PSI. 573-207-0409 / 7. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. THE ENGINEER HAS NOT BEEN RETAINED FOR ON SITE / INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION. f16' 8. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED SHALL BE "TECO CONNECTORS" AND OF STAINLESS /o STEEL MATERIAL OR EQUAL AND SHALL BE CAPABLEOF HANDLING I LOADS 0 CONNECTION POINTS. INSTALLATIONS SHALL BE IN N j STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND N l a o RECOMMENDATIONS. j X ti 9.ALL HARDWARE SHALL BE GALVANIZED, U.O.N. I w / 10.ALL LUMBER SHALL BE CCA (LION). o t16' 11.AL.L POST AND DECK HARDWARE SHALL BE STAINLESS STEEL. IN ACCORDANCE WITH ASTM A153. I _j 12. HANDRAILS, TREADS AND PLATFORM SURFACES TO BE BUILT WITH 3 4.0' ±26' / MATERIAL SPECIFIED IN STAIR 'CONSTRUCTION DETAIL', THIS DWG. 13.NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEIGHBORING X I PROPERTIES OR SEAWARD OF PROPOSED BULKHEAD Ld z a PROPOSED WOOD STAIR g•0' 14.SEE DEMOLITION AND COMPACTION (DWG No.2) NOTES PRIOR TO COMMENCEMENT OF WORK. < � BENCH 4'-0" WIDE x t26' LONG �� � 15.THERE ARE NO VEGETATED TIDAL WETLANDS ON THE SITE. Itom , r, o I o PART OF a EXISTING STAIR 06 EXISTING ¢ I TO BEACH DWELLING a Z . f10' '": (1) 5.0'x6.0' TO REMAIN a I w I /��y PLATFORM BEACH CESS 3x6 EX. WD v/ 1 No PLATFORM TO REMAIN I L EX. DECK Q USE (4) 6x6 WD PILES 0 NYS BUILDING CODE TO REMAIN "I i - PROPOSED (1) 4.0'x8.0' BENCH PLATFORM W/ (2) BENCHES LANDINGS PRIOR TO FINAL ' SECTION RR314 - APPROXIMATELY ±57' EXISTING BEACH STAIR(S) AND PLATFORM(S) TO REMAIN STAIR RUN TO THE BEACH STAIRWAYS cn EXISTING VEGETATION SHALL REMAIN IN PLACE, SECTION RR314.5.SECTION RR314.2 TREADS AND RISERS. THE MAXIMUM • A. PROPOSED RISER HEIGHT SHALL BE 8-1/4 INCHES (209 MM) AND THE MINIMUM TREAD r l EL. 54.0' DELIBERATE CARE SHALL BE TAKEN NOT TO ALUMINUM 'FLIP UP' STAIR �•! DEPTH SHALL BE 9 INCHES (229 MM). THE RISER HEIGHT SHALL BE DISTURB ROOT BASE OF EXISTING PLANTINGS EX. WOOD WALLS) X. W RAIL TO BEACH •-+ MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT SHALL REMAIN I i PL BEACH STAIR PLAN / 2.0' to TREADS. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY EL. 52.0' T REMAIN STAIR TO BEACH o BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF PART OF EXISTING WOOD STAIR TO BEACH: SCALE: 1/4" = 1'-O" ' ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING APPROX. f57'LG. SHALL REMAIN. EDGE. THE WALKING SURFACE OF TREADS AND LANDINGS OF A w t35'PROPOSED BEACH ACCESS STAIR IN PLACE OF PORTION OF EXISTING STAIRWAY TO BE REMOVED STAIRWAY SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN ^^ • • EL. 50.0' r^ 48 UNITS HORIZONTAL (2-PERCENT SLOPE). THE GREATEST RISER HEIGHT ' WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY ,� O ^� v MORE THAN 3/8 INCH (9.5 MM). THE GREATEST TREAD DEPTH WITHIN ANY n/ - O EL. 48.0' ( FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN Fh�--'�� M 1�/�y 3/8 INCH (9.5 MM). W � L1J 00 \, BEACH ACCESS STAIRS - SCOPE OF WORK: SECTION RR315 �) � I<� !, HANDRAILS � X Z Cd � EL. 46.0' I I 3'x6' EX. WD 1. CONSTRUCT PROPOSED BEACH ACCESS STAIR IN PLACE OF PORTION OF EXISTING STAIRWAY TO BE REMOVED. m O i� PLATFORM INSTALL APPROXIMATELY t35'LG OF PROPOSED STAIR AND PLATFORM. ATTACH NEW STAIR TO REMAINING PLATFORM SECTION RR315.1 HANDRAILS. HANDRAILS HAVING MINIMUM AND MAXIMUM , Q N TO REMAIN WITH S.S. SIMPSON CONNECTORS. THE PROPOSED ADDITIONAL COMPONENTS ARE AS FOLLOWS: HEIGHTS OF 34 INCHES AND 38 INCHES (864 MM AND 965 MM), O = EL. 44.0' I RESPECTIVELY, MEASURED VERTICALLY FROM THE NOSING OF THE (1) 4'x8' PLATFORM W/ (2) BENCHES, 4'Wxt26' LG STAIR, (1) 5'xf6' BEACH ACCESS PLATFORM AND (1)ALUMINUM 2'Wxt5'LG W � TREADS, SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS. \I \ FLIP UP STAIR W/ RAIL TO BEACH. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF E-•1 0 A. MATERIALS TO BE USED (STAIR, U.O.N.): THE STAIRS WITH TWO OR MORE RISERS FROM A POINT DIRECTLY ABOVE _ EL. 42.0' �\I` 1. 2x12 STRINGERS 4. 4x6 POSTS THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST !�,.,,� I RISER OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE 1� 2. 2x10 TREADS 5. 2x6 TOP RAIL ;'�,1A� 3. 2x4 CLEATS 6. 2x4 MID RAIL IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A AREAS DISTURBED BY CONSTRUCTION, AREA WALL SHALL HAVE A SPACE OF NOT LESS THAN 1.5 INCHES (38 MM) EL. 40.0' LEFT VACANT DUE TO REMOVALS OR BARE B. MATERIALS TO BE USED (PLATFORMS, U.O.N.): BETWEEN THE WALL AND THE HANDRAIL J I 1. 2x6 FLOOR JOISTS AREAS SHALL BE STABILIZED BY GRADING, ti'�.�����j ,� 2. 2x6 DECKING EX WD RAMP TERRACING, FILLING AND PLANTING. W/ TO 3'x6' EX. WD 2, ALL HARDWARE TO BE GALVANIZED. SECTION RR315.2 HANDRAIL GRIP SIZE. ALL REQUIRED HANDRAILS SHALL APPROPRIATE NATIVE VEGETATION. EL. 38.0' n PLTFRM TO REMAIN 3. ALL LUMBER TO BE CCA OR SIMILAR, U.O.N. BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY. APPROX. AREA EFFECTED: 700 SQ-FT. 4. SEE FILL, RE-VEGETATION AND TERRACING SEQUENCE OF EVENTS NOTES (SEE DWG No.1). ti V '1� y TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SMALL HAVE AN EL. 36.0' OUTSIDE DIAMETER OF AT LEAST 1-1/4 INCHES (32 MM) AND NOT ENG►NEER: GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR OF 1 4.0'x8.0' IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES (102 P� T Y EL. 34.0' �� �� PLATFORM W 2 BENCHES MM) AND NOT GREATER THAN 6-1/4 INCHES (160 MM) WITH A MAXIMUM G ��e`E 6 x O,p FIBERGLASS GRATE BENCH BY y� Ii�l 6 / O CROSS SECTION DIMENSION OF 2-1/4 INCHES (57 MM). * �, � McNICHOLS 1-877-884-4653 * � TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES (160 � � 5 " www.mcnichols.com OR TREX , ,fes ° m V4%6" TOP RAIL ( ) EL. 32.0' , SEE CONSTRUCTION DETAIL FOR MM) SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH m w BENCH AT LOCATIONS NOTED ON BEACH �If I/ ! PROPOSED BEACH ACCESS STAIR IN PLACE OF SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A 2 i a LU STAIR PLAN (THIS DWG) PORTION OF STAIRWAY TO BE REMOVED: ADDITIONAL INFORMATION AND N 2 DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE c� � I APPROX. f35'LG. SEE DWG No.1 FOR PROPOSED LOCATION. DIMENSIONAL REQUIREMENTS. (THIS DWG) TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH iOF AT LEAST �,0 0;`3 493 �� TREADS AND PLATFORMS TO BE CLOSE EL_30.0' - ���1�G'I �� PROPOSED PROPOSED 5/16 INCH (8 MM) WITHIN 7/8 INCH BELOW THE WIDEST PORTION OF THE '90F N4 MESH BAR GRATING BY McNICHOLS PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 FSSIO 2"x4" CCA MID RAIL POINT 4 WIDE STAIR (TYPICAL) INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 1-3/4 INCHES (45 MM) 1-877-884-4653 (www.mcnichois.com) EL. 28.0' �� . POINT BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF PROPOSED STAIRS AND HANDRAIL THE HANDRAIL ABOVE THE RECESS SHALL BE 1-1/4 INCHES (32 MM) TOA JEFFREY T. BU$FR, P.E. TO CODE - SEE NOTES, THIS SHEET MAXIMUM OF 2-3/4 INCHES (70 MM). EDGES SHALL HAVE A MINIMUM O EL 26.0' I o RADIUS OF 0.01 INCH (0.25 MM). STAINLESS STEEL 2"x6" CCA 0 16" O.C. `/V \I \ h, PROPOSED SHRUBS TO BE PLANTED AS I o ��'' AN ALTERNATE TO BEACH GRASS WHERE M HURRICANE CLIPS TYP. I q,� CONDITIONS ALLOW. SEE PLANTING AT ALL CONNECTIONS EL. 24.0' USE 2x6 JOISTS, V4 x 6 DECKING _ / I o L1_ U (SEE GENERAL NOTES, No.9 .AND 10) I \ SCHEDULE AND DETAIL, SEE DWG No.1 o O Q BEACH GRASS EL. 22.0' PLANTINGS (TYPICAL) 5 „ 2x10 TREADS, 2x12 STRINGERS, - I-� - N 00 _ ~ m x6 TOP RAIL 4x6 POSTS, 2x4 CLEATS I EL. 20.0' 2x6 TOP RAIL, AND 2x4 MID RAIL I l l_�,�I �� I w ( m I z W w O m j 2"x12" CCA I I ^� o I -J -' 0 O STRINGERS I I I �! ( I Z w Q Z 0 � � 0 16" O.C. EL. 18.0' I I I \ a _O Q a_ 2"x4" CCA MID RAIL cn 13 a Q F- I � d. PROPOSED x = w OCC O p Q I I,�.I 5'x6' WD BEACH I w W RE-VEGETATE DISTURBED AREAS I I ACCESS PLTFRM 5x6 WD. LANDING BEYOND, U. I = 0 O 00 www.dignetnycli.com EL. 16.0' AT CONCLUSION OF STAIR CONST., I I I I j�, I INSTALLED PARALLEL TO I z I o Lit z rn t7'-0" O.C. Ir- of NEW YORK CITY www.call811.com SEE PLANTING SCHEDULE. i I I I �,i� I/ J o zuz J or I� TOE OF SLOPE En I " " &LONG ISLAND (for other states) I z I I ��`�� I I I Q J O 2x6 CCA 0 16 O.C. EL. 14.0' PROPOSED BEACH GRASS TO BE I ,. „ ( T.O. PLTFRM = 13.3 I M ( � rte?, j � PLANTED AS INSTRUCTED IN PLANTING I � I �� 'I� I Y � o Q J Z O � � O 2 - 2X10 CCA 800-272-4480 811 SCHEDULE, SEE DWG No.1 POSTS SHALL EXTEND A I I : •.'I��y " 0- U O GIRDER (TYP) EL. 12.0' MINIMUM OF 6.0' BELOW I I I .``` J��yI, 6 (4) 6"x6 "CCA POSTS W/ I Q w V) O Uj O I o POSTS TO EXTEND 6-0 I I ``� 2 2x10 CCA GIRDERS I '� �t 00 N z I UNDISTURBED SOIL I I O I - t) BELOW UNDISTURBED SOIL I ��'' B law, excavators and contractors working in the For safety reasons, homeowners are strongly I I I I ( ;. AND 2"x8" CCA JOISTS 0 0 cD Y O r v Y 9 Y 9 Y (TYP, U.O.N.) I o✓ J z (MINIMUM) five boroughs of New York City and Nassau and encouraged to call as well when planning any V I I 16 O.C., PLACE BEACH n- a O EL. 10.0' SLOPE LANDWARD OF BOTTOM OF i 46 I I (� " " Suffolk Counties on Long Island must contact type of digging on their property. Homeowners -� l��� � STAIR IMMEDIATELY U_ . . 4X6 CCA DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by SLOPE SHALL BE STABILIZED BY i I �i I -H SEAWARD OF EXISTING I a/ Z) p POSTS (TYP) but no more than 10 working days(excluding calling 811,the national call before you dig GRADING, TERRACING, FILLING I TOE OF SLOPE I to Z weekends and legal holidays)prior to beginning number. For excavation work completed on EL. 8.0' AND PLANTING AS NOTED IN ±23' �-+ LL_ m any mechanized digging or excavation work to personal property, it is the contractors > > PARTIAL SITE PLAN, RESTORATION I I I . ±38 Q u I ( I ensure underground lines are marked. responsibility--NOT the homeowner's--to contact S E C TI 0 N A AND RE-NOURISHMENT I I ±78' O Excavators and contractors can also submit DigNet. Having utility lines marked prior to EL. 6.0' REQUIREMENTS, SEE DWG No.l. I I I Z O locate requests online,through ITIC. If you do not digging is free of charge. currently use ITIC, please call 1-800-524-7603 BEACH STAIR PROFILE PROPOSED CONSTRUCTION DETAIL ( I for more information. " - " NOT TO SCALE I I I I SCALE: 1/4 - 1 -0 EL. 4.0' ALUMINUM xl t5'LG. ISEE DETAIL, WIR G No 2T0 BEACH, i� I I I PAGE . I ' POSTS THAT SUPPORT 5'x6' BEACH ACCESS L__J I I I I NOTE: EL. 2.0' PLATFORM SHALL BE DRIVEN TO A MINIMUM I I I I I I -H ALL PLANTED VEGETATION WILL REQUIRE OF S-0" BELOW HWM 0 APROX. EL. MONITORING OVER 3 GROWING SEASONS. EL. 0.0, i�jj I I I I I u L-I LJ AY 1 3 ?o of 2