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HomeMy WebLinkAbout1000-50.-1-6 i f OFFICE LOCATION: �� soyo MAILING ADDRESS: Town Hall Annex ,`O l0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold, NY 11971 �y00UNT`I LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date:':-February'l0, 2022 Re: LWRP Coastal Consistency Review for of JALC EXPEDITIONS, LLC, c/o JOSHUA HO- WALKER & LILLIAN GOLDENTHAL, MEMBERS SCTM# 1000-50-1-6 En-Consultants on behalf of JALC EXPEDITIONS; LLC; c/o,JOSHUA HO-WALKER & LILLIAN GOLDENTHAL, MEMBERS requests a Wetland Permit to replace existing ±3'x±125' timber bluff stairway, including 8'x13' and 6.5'x9' decks, with a 4'x±126' timber bluff stairway, including a 4'x9' entry platform with bench at top of bluff, a 4'x6' landing with bench, a 4'x6' landing with seat, a 4'x6' landing with storage bin, a 4'x6' landing at toe of bluff, and 4'x7' steps to beach; maintaining existing 10'x12.5' covered deck to remain; and plant/replant with native vegetation all areas of existing vegetation disturbed/lost during demolition/removal of existing stairway and construction of new stairway, including areas devoid of vegetation in location of prior stairway and decks. Located: 1600 Hyatt .Road, Southold. SCTM# 1000-50-1-6 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 250 square foot deck is INCONSISTENT with the LWRP Policies 4 and 6.3 and therefore, INCONSISTENT with the LWRP. This recommendation was made based upon the following: The proposed action does not meet Policy 6.3. Although the deck structure was constructed prior to Chapter 111 and Chapter 275 enactment, the deck is nonconforming and does not meet the Town Code. Platforms associated With stairs may not be larger than 100 square feet. The platform/deck exceeds 100 square feet and is located seaward of the top of the bluff(by definition)the platform/ deck is not.permissible pursuant to § 275-11. Construction and operation standards. 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 f i N Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1 . 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 si nif�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 ECEI\AE® SCTM# 50 - 1 _ 6 �— FEB 0 4 2022 PROJECT NAME JALC Expeditions LLC Southold Town annin The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of TrusteesVN 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: Replace existing+/-3'x+/-125'timber bluff stairway,including 8'x 13'and 6.5 x 9'decks,with 4'x+/- 126timber bluff stairway, including 4'x 9'entry platform with bench at top of bluff,4'x 6'landing with bench,4'x 6'landing with seat,4'x 6'landing with storage bin,4'x 6'landing at toe of bluff,and 4'x 7'steps to beach,maintaining existing 10'x 12.5'covered deck to remain; and plant/re-plant with native vegetation all areas of existing vegetation disturbed/lost during demolition/removal of existing stairway and construction of new stairway, including areas devoid of vegetation in location of prior stairway and decks,all as depicted and described on the engineering plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated January 5,2022. r X Location of action:1600 Hyatt Road, Southold Site acreage: 46,251 sf Present land use: Residential,single-family dwelling with bluff stairway Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: JALC Expeditions LLC (b) Mailing address: c/o Joshua Ho-Walker&Lillian Goldenthal,Members 509 Pacific Street,PH 1 E,Brooklyn,NY 11217 (c) Telephone number: Area Code 919-349-7352 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No❑ If yes, which state or federal agency? 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 POLICE' 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 F-1No ® 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 project consists of the construction of a timber bluff stairway with landings in place of an existing stairway with 8'x 13'and 6.5 x 9'decks,maintaining only the existing 10'x 12.5'covered deck in the middle of the stairway. Based on the presence of the stairway and covered deck on Coastal Erosion Hazard Area Map Photo 56-570-83(Sheet 9 of 49,Town of Southold),the existing structures have been present on the property since prior to 1984 and therefore preexist both Chapter 111 and Chapter 275 jurisdiction over the property. To mitigate impacts associated with the potential disturbance of bluff soils and vegetation during demolition and construction, all areas of disturbed vegetation,including any areas devoid of vegetation in the location of the stairway and decks to be removed,will be planted/re-planted with native vegetation. And to maintain and encourage the growth of vegetation beneath the new stairway,the stairway will be elevated a minimum of 3 feet above the bluff face. Consistent with Policy 4,these mitigation measures will protect against erosion of the bluff. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ❑Yes 1:1 No ® Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable f r There are no vegetated tidal wetlands located on or adjacent to the site,and the proposed stairway construction would not cause any adverse impacts on the adjacent beach,shoreline,or tidal waters of Long Island Sound. To mitigate impacts associated with the potential disturbance of bluff soils and vegetation during demolition and construction,all areas of disturbed vegetation,including any areas devoid of vegetation in the location of the stairway and decks to be removed,will be planted/re-planted with native vegetation. And to maintain and encourage the growth of vegetation beneath the new stairway,the stairway will be elevated a minimum of 3 feet above the bluff face. Therefore,consistent with Policy 6,the surrounding 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 ON o ® 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. VN Yes ❑ No❑ Not Applicable The proposed stairway will terminate at the base of the bluff,landward of mean and spring high water,and will not impede or otherwise impact public access along the beach,consistent with Policy 9. Attach additional sheets if necessary WORKING COAST POLICIES ` Poliey 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLE coastal Management specialist DATE January 5,2022 Robert arm Amended on 811105 S.C.T.M. NO. DISTRICT: 1000 SECTION: 50 BLOCK: 1 LOT(S):6 ' �d COASTAL EROSION LAND N/F OF HAZARD BOUNDARY 368.59' G E MON JULIE CARNEVALE i � �� �/ E FENCE { M u.P. 74 EAST OF \ ��r WIRE FEN S 64°50100"B TIMBER 76 —�� 1 T 1 I MON. �� 3.45 N. :;:GARA6E':,:::,:•: GEN. 1 \ 1 \ \\\\\\ \\\ ��\ \� i I i �N srlowETt �� —� \� 13.4 _ ► 1 \ \ \\ \ \ 1 ~~ -4 80 _ :•:•za.I'::::::::::: asPHar DR Y _ ----- 1 ::;'N —E —E I �, i I 1\1 \ 1 \\ \\\\ \\ \ ~\ \ \\ \ \ \ 1 I i�a I cgRacE;:m �E w w -- w w _ A a I \ \ N Jho / W �1 \ \ 1� I ENTRANCE N::.:.:.:.:.:.•Z1.9''•.•.• 1 q I i i o!,�� I 1 1\ \\\�\\\\\ \\\ 1 1 i I 1 �j , foo I I I � I �82 :' .�.. w• 1 O I I I i o N \ \ \�\\� I I I I �Fi I I I x :•::0.5 i I / v3 00 ROUSED 1 ► 01 oww c � 5:4o. 1 00 I I I ► 3 1 N D i 1 • :::::::::::::::::::::::::::::: •g = I j 1 I I ! III cs 1 cnI III 1 I I :•:5' w �P I I \ O a I I I I ': 'i::2,STY FRAME': w a \ to I I I I ,o:::::::•DWELLING;:;:r� I 1 I I I !•1 p I 1 1 r / / 11 I I I I ^y� I e�:;.;to .:.:.;FFL 85.2 O Fy I w I FI i I I I I I / / WOpO \ CPQ ;;;;;;;;;;;;;;;;;;;;;;;m 24.5' O _ ;. cn swr0OD 3i a :::::: DRY T � � I 38- / I C'4 I I I I l \ �, \ � \ � I I e �\ \ ,(' i HEDGE Z I I 1 I I V I I I wwi�ODO I ( FQ' -� 502\\\ \ \ \ ) F� O N / 'TIMBER LO \ 1 \�\ \\� \\ \ 371.39 I I I OalONN I I \ \ 13 —110 I (b � rn e I I I T i l `II 1 I 1 00 , LAND N/F OF I i N 6 °50' "W 4 ARTHUR LEUDESDORF I UNDERGROUND UTILITY MARKOUT BY PRECISION MARK—OUTS INC. I i MAY 12, 2021 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL COASTAL EROSION HAZARD AREA MAP LOCATIONS SHOWN ARE FROM FIELD OBSERVA71ONS NYSDEC PHOTO No.56-570-83 AND OR DATA OBTAINED FROM OTHERS SHEET 9 OF 49 AUG. 29, 1988 AREA:46,251 S.F. or 1.06 ACRES ELEVAnW DA7UM. NAVD88 UNAUTHORIZED ALTERATION OR ADD1770M TO THIS SURVEY IS A WOLA710M OF SEC71ON 7209 OF THE NEW YORK STATE EDUCA71ON LAW. COPIES OF THIS SURVEY ' MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN p /] ONLY 70 INE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 7171E COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U710N, GUARANTEES ARE NOT TRANSFERABLE: THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES To THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED 70 MONUMENT THE PROPERTY ONES OR 70 GUIDE THE EREC71ON OF FENOM ADD117ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASE1OIEN7S AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY V � SURVEY OF:DESCRIBED PROPERETY CERTIFIED TO: JALC EXPEDITIONS LLC; MAP OF: ADVANTAGE TITLE AGENCY, INC.; Fly: STEWART TITLE INSURANCE COMPANY; I WELLS FARGO BANK N.A. ISAOA ATIMA• Southold Town SITUATED AT:SOUTHOLD Board of Trustees TOWN OF:SOUTHOLD KENNETH M WOYCHiJK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design JL&*, z/0;00& P.O. Boz 153 Aquebogue, New York 11951 FILE #221-46 SCALER"=30' DATE:APRIL 7, 2021 N.Y.S. USG NO. 050882 PHONE (631)288-1588 FAX(891) 298-1888 i t �1A4• R1 Y A' ba il�f a1 � Ot '�►.. r •i � i -r ! •r r � r ! � � r � � IPP i r t s„ r 1 r JALC EXPEDITIONS LLC, 1600 HYATT ROAD,SOUTHOLD k t inn 5 1 Figure 3. Looking southeast from beach at existing stairway(and 8'x 13'deck) to be removed and replaced with new stairway and landings. 5 • zx ate, '�- 5• "• •�.% • i f 1 '..! ...i.M..,. Figure 4. Aerial view of subject property and existing bluff stairway to be replaced with new stairway. Image by Google Earth,April 2021. r.raas ra3ras 12-6 rxanrs O1rirB N SOO / 0 � r.i01q 0 ttAfd RD. AV, /N�O 6011rM01D M'rIX p5T ® Z i s v sr 4 J i.aA / O / 3r u x1.rT Fdi KL. r111w A —.E. y TOx rW`1 n• !Tpr ! MATGN / UNE i "4 — -- COUNTY OF SUFFOLK Q N t� sourNOLD SECTION NO NOTICE do.�;`.7�. (; Real Property Tax Service Agency v 050 N w,w.. d..� ensu. a..r • ccunbcmwruttrOw,xYtrwt M rm uuo D i<✓ P ra<•o 1000 PROPERTY MAP I / I ' / a,�aa, •ttq'' ':.=.4, :.,3,, ,zy.•Pays,-".,/t�".�.'' .x.;+-'`x`'1°,�' :+r•%'4, "•;�, t GENERAL NOTES - BEACH STAIRS I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITION5 TO THE 51TE PRIOR TO 5TARTI%OF ' LEGEND• . WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK / / ' / / / / / m` t xu�� '�* "' AGREE WITH SAME. b r 1 1 / S t �[ I � CAT(ON t „ 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE RE51DENTIAL CODE(IRO 2015)AND ALL v / PROPERTY LINE u fit " x RULES AND RE6ULATION5 OF THE TOWN OF 50UTHOLD. / / O r l r r J l l l ' D' 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT A5 ' / r 1 r I I l l 00�� INDICATED ON THESE PLANS,THE CONTRACTOR SHALL 570P WORK AND NOTIFY THE ENGINEER. I I 1 I I / / / / / / OBJECTS TO BE REMOVED OR REWORKED ,f` .; : - dk' a a ,c .-•Ai° a it d +y�.Y," } x e', ,4 �,, SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE,AND GONTNUE WITH THE WORK,HE SHALL ASSUME / / / r I r J r l / M' A « ; ;:.„: ,• :`�;#"' .;F,. *. '° ,,,..,. ALL RESPONSIBILITY AND LIABILITY ARI505 THEREFROM. �/ / /l I / / J I r t / / 4. 6RADIN6 AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO INTO EXI5TIN6 SLOPE. , / / l l i 1 I ,I 1 r l r l l I r ' a 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED 501E WITH A MINIMUM 501E PRESSURE OF 2 TONS PER , r / r / / EXISTING BUILDING Il r ! I '` � 3 SQ.FT.AND SHALL HAVE A MINIMUM OF 6-0"OF COVER,U.D.N. / / / / , / / r I r r r 1 I I I ' ,•+. t `� f"s r - = 825 P51 E = 100 P51. / / / / / r ' 1 I I 1 I I ( EXISTING CONTOUR �--� --i + . b. OE516N TIMBER 5TRE55 DOU6L,A5 FIR NO.2 GRADE FS ,2 000 / / O I I 6 { _ i ' I I I I I I I I I I I I \ \ 1. ALL METAL JOIST HANGER5 AND OTHER METAL CONNECTORS REQUIRED SHALL BE "TECO / ' / �� ' / / / r I I I \ �,> _ ,r ¢ ✓ , "A "_ CONNECTORS"AND OF STAINLESS STEEL MATERIAL OR EQUAL AND SHALL BE CAPABLE OF � / / � / / r � I I I I I I I I I � 1 � � � � EXISTING SPOT ELEV. x6.0 ' � �'" .�� h �� x � HANDLING LOADS® CONNECTION POINTS. INSTALLATION5 SHALL BE IN STRICT GONFORMANGE WITH Q , / ° I I I I I \ x rea ' ;Mp414INE , / / / r I ( I I 1 1 1 1 \ \ \ \ \ df ,� *sn yy MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. / ' ' r r \ \\ \\ UTILITY POLES 8.ALL TIMBER SHALL BE GGA NON). �/ / l ( /f/ Oti / r i EXISTIfJG \ ��\ \ \ 1 �Q� .s +' '° M • 3 ; ' l / ' / / r i t3'W x t125'LG WOOD STEPS g.ALL POST AND DECK HARDWARE SHALL BE STAINLESS STEEL IN AGGORDANGE WITH A5TM AI53. i v / , , ti I �- / h / / / 1 AND LANDINGS TO BEACH \ \ \ ID. HANDRAIL5,TREADS AND PLATFORM 5URFACE5 TO BE BUILT WITH GGA TIMBER. / /J` / / I \ \ v / ti I I 1 TBR = TO BE REMOVED w ". ,.. , .•, II.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERS®E SCALED DIMENSIONS. THE ENGINEER / / /� / / / / / / �, I SHALL BEE REMOVED AS INDICATED 'N' HAS NOT BEEN RETAINED FOR ON 51TE INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION. v / x �' '0� // / / / / ti I \ \ \ I ) Ex. \`\ el = ELEVATION LOCATION MAP: 10 T TO SCALE NOTE: MACHINERY ACCESS FOR PROPOSED STAIR CONSTRUCTION 15 Q� SCOPE OF WORK: rI PROPOSED FROM NORTON'S LANE (APPROX. ±1,540 LIN FT SOUTHWEST 1. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF OR OUTSIDE / ,�� ��/ / ` .�'�3 // / ,'� / / /� // / / °�c / ///// / / / j / / / / / // \\ \� OF 5UBJEGT_PROPERTY) o ryo / / / / / / r / r a /. x_ 16 M113) OF AREA OF WORK. 2. SEE DEMOLITION NOTES. <�� , ti� / / / , / �,• / F T `' l v �� k \ \ PROPOSF�D BEACH ACCESS STAIR 3. REMOVE ALL EX. DEBRIS AND DILAPIDATED BEACH 5TAIRJLANDIN65 / ��D , '>��.`:'`;:' .< / / / �, / o o / / fix' �� G \ RF EARMARKED FOR DEMOLITION WITHIN THE AREA OF WORK. DO NOT `. c / i N k BEGIN BEACH STAIR CONSTRUCTION UNTIL ALL DEMOLISHED MATERIAL ° / / , e/N R / / / ` 65'xq; / / / r , / / tirn , / / ��? ,/ �k \ \ \\ FF REPLACEMENT PLAN EX.WOOD STAIR � ��i + ' / / O � 0 / , , // , -� � � � � X "CF / / / / + / / / / cn Cb / / / F + 15 HAULED TO AN APPROVED UPLAND SITE. M / // , / / / / , AND LANDINGS I / / / / / a. NOTE... EXISTING 10'x125' COVERED WOOD DECK SHALL REMAIN. / / , / / , TO BE MOVED +.:., / / / ti / / �Q / / / , , FF �/ / / / o� � l / , � � � � \ FN�k �X "� 51 TUAT1= AT: 4. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY / / / / / / / / , x+:::+ / \F� pC Fy��� LAND N/F OF 1600 HYATT ROAD 5OUTHOLD, NY Ilg1I WORK. / / ' / ' / ,' / ,/// / ' .+� / / / / / / , / ��// / / > \ ,N��o 'S/�e \ MgF \ `--_ JULIE GARNEVALE SUFFOLK COUNTY 5. CONSTRUCT A 126' L6 SET OF BEACH AGGE55 STAIRS WITH: ° °ORs e Rhq 0' p� ' / / ,' � ,' // / ' ' � o + �-EX.!%FOOD STAIR � / . \ �/N, HWn ��\ � Q�.o�, TOWN OF SOUTHOLD a. 4'W x f3' LG ENTRY STAIR ® TOP OF BLUFF, ti �� , / / / / i - r.:.. AND LANDINGS b. (I) 4 W x q L6 ENTRY' PLATFORM, L / / /� \ + + , / / ' / / /`� 0 rnti ti w q rn A / %: TOj3E REMOVED �' ' i' ' / / \ 2 / k} \ " \ \ r c. 4W x ±23 LG STAIR, ' ,' ' ' 0 � �' waw ,� ,� ' `� , � -�,� � / ,' / a SGTM#: 1000-�O-OI-06 / / �/ / �/ / / o ti �� / ,..Y / / / / ' / / I �3 F \ :::.......... AREA: 46,251 SQ.FT. (I.Obac) d. (1) 4'W x 61-6 LANDING W/BENCH, / / / / , / / , / / / ' / / / .::ti / 1_ 1 Ex. / ' / 2 / EX.RAKED ) cF� \ / ' / ' / / ' / / / / / / / / +:'.! 4x251r-. "1- T-_WOOD_ST_AIRS 7z3' � e. 4'W x ±21' LC STAIR., TO EXISTING 10'x12.5' GOVERED WOOD DECK / / / / , / / / / ,...� / `. -- / y ...... TO REMAIN..;..'.'.',.. RF S r / / -c� 7x25- ar--- TO REMAI \ RF J9 SITE PLAN f. CONTINUING SEAWARD FROM EXIST. 10'x12.5' COVERED WOOD DECK / / / / / / , / / , / EX. lo'xI2S' / --T:.`i-'T oa r l kTrP ALJ7-- 1- q}� 2 (NO WORK)'•..•.. TO PROPOSED 4'W x 2q'LG STAIR, ' ' i / j l ' l / / - P 7 / 9S,` `� 1/0 BASED ON OR16INAL SURVEY FROM: / COVERED / EXIST. 5 C� /( J I \ \ " 4'xb' LANDING W/ SEAT l / i , / i r / WOOD DECK CVRD �N I Ex.WOOD STAIR I II 6:. ........... .:... \ 6 \ \ /"F 1 KENNETH M.WOYGHUK LAND SURVEYING.PLLG. g O / / / SHALL REMAIN I EGK \ AND LANDINGS \ o �!9'. G \ PROFESSIONAL LAND SURVEYING AND DESIGN h. 4'W x meq' L6 STAIR, / / / / / / / / r / I \ 1 S P.O.BOX 153 AQUEB06UE,NEW YORK IIg31 \ \ , TO,BE MpVED x y-o. .'. M \ `� 1. (1) 3' x b' LANDING W/5TORA6E BIN / / ' / I \25 �_ \ ` \ °' / / � / y � \ IO'x 1 � ,, o m..'. � � E I PHONE: 631-2g8-1588 + \ 1 ' � E M ' EX:L.P.FILL, \ i FAX: 631-21 -1588 J. 4 W x f8 L6 STAIR, / 1 \ \�j_ -- \ 1 Q 6 x o ..':::.. :::.'.... ':..'.'.:::. �o M F \ L.P.TANK 15 3 `-� SURVEY DATED: APRIL Ol 2021 IK. (I) 4' x b' BEACH AGGE55 PLATFORM AND 6�° / / �_~ 6 0 ' v ............................. / \ �o !O' ... O� I / S �\ 13ELOW 6WED I. 4'W x +T L6 5TAIR TO BEACH. S ���, \ \ ~` ° I I , \ I I I I s� row.':. '':':': \ o ':.........'' ...:.. :..... �� + ` s I I I �../ ........................ .......... b. STAIR MATERIAL REQUIREMENTS \ ) I I I I / EXISTING ;� , EXISTING :: \ • o x 2 57Y FR DWL6... 0 goo / / \\ M i 15o REMAIN R.GAR Ex.Mors r 1 m a. MATERIALS TO BE USED (STAIR): / , I I L 4 `•/ I. 2x12 STRINGERS Q n / / / / ( ( 1 I (, I I I I 4 TO REMAIN i g� /� ` II / '\ 2. 2-2x6 TREADS /STEP 6 / / r / I I \ \ \ \ ` I SjX ho (NO WORK) ....... .. j I / M 1 NO WORK) `SEX.UTIL.POLE F+1 FF FIN.FL.EL. 85.2' :•.•. 1 / \ I ......... TO-REMAIN �� d) 3. 2x4 CLEATS 1 \ \ \ \ \ \ 1 TOFF :.'....':.'.'.'.'.'.'.'.'. 1 / \ I F x .'..' ...................::.' \ M�lv ::: I / M l W cv 4. 4xb POSTS � \ \ � � 1 .I:':':'::'::':':':':':':':•::':.:.:�. .. / t 5. 2x4 GGA TIMBER TOP RAIL \ \ \ ` ' 1 ' I / i \ RE GEN. 'J' • V- r b. MATERIALS TO BE USED (PLATFORMS): EXISTING CONDITION / SITE DEMO PLAN �� \ \ \ \ � 1 \I ' I ¢�� a 3 8- �' �\ ' F � (TO REMAIN) 1� f� m 1. 2xb FLOOR J015T.� I I I \ _-- EX.ASPHALT 2. 2x8 RIM JOISTS I I I J I IVB o \ ) / / / F-L1 J / / EX. ' ' \ DRIVEWAY r�l 3. 2x6 DECKING l l I I / \ DRY 1 ' - / / / / �� �1 X c. MATERIALS TO BE USED (RAILING): / / � L� $ ; / �/ /' S. �\��o LLI LL I. USE 5TAINLE55 51-EEL RAIL AND GABLE SYSTEM W/GGA TIMBER 20 l0 0 20 4o bo SO / l GRAPHIC SCALE I" = 20'-0' / � - �� \� TO REMAIN/ � I EX.5A�1 � /� i 0� �..� X Z TOP RAIL ON PROP05ED WOOD PLATFORM AND STAIR. / 5Y5r/ 2. NOTE: REPLACE / INSTALL NEW RAIL PER CODE ON EXISTING Ex.MON FX 1 / J `T / COVERED DECK TO REMAIN,USE 5TAINLE55 STEEL RAIL AND I yFo� I I l ,� , / 3 \ < GABLE SYSTEM W/GGA TIMBER TOP RAIL. d. MATERIALS TO BE USED (HORIZONTAL SURFAGE5): I. USE GGA TIMBER FOR ALL HORIZONTAL SURFACES. e. ALL HARDWARE TO .BE 5TAINLE55 STEEL _ roFp / / / 3 ,(t-, O f. ALL TIMBER TO BE GGA, U.O.N. 6. RE-VEGETATE: ' � IN a. P15TURBED OR LOST DURING DEMOLITION /REMOVAL OF EXISTING STAIR AND CONSTRUCTION OF NEW STAIRWAY;AND AREAS DEVOID OF VEGETATION IN 1-06ATION OF PRIOR 5TAIRWAY. LU --- 0 o ( �- LAND N/F OF G / EX.V{ELL �} O - EX.UTILE.POLE ARTHUR l F TO 0 i' TO REMAIN LEUDESDORF \ eFtii�/ 1 °�' 1 ENGINEER: '� ,' • / i � l Jj Ill ; � \ � �oF New , f '� 1- / 39 \ �Q'FQ`�Y T OT\ ;P I 1J m , D 3 4 \ \\ of NSW YOLK CIfY JEFFREYSSiT.BUTLER, P.E. / ALON6 limp REA OF WORK SHALL BE LIMITED / ,'/ �/ ////'/ / / • A 2'2'OFF5ET FROM LOG.OF FROM LOG.OF PROPOSED O5T IR BE REMOVED \ 1 I I , \I 1 ��� \\� , 800-212-44501 (511 / 1 I 1 1 ) 1 EX.T ION o � moo, / �` • / , ,' , / / / � ti 1 111 � � \ \ � I � / / J `� / / / �-� '� � www.dignetnycli.com CQ A. / l cu I 1 I I r / / / LAND N/F OF I- / / / / / / p I / J I I / / / / JULIE CARNEVALE r \ X or www.call811.com HOOD STAT TO BEACH: / / / � � � // / / / / A` (for other states) • • � < � CONSTRUCT TIMBER STAIR AND / ' ' ' / H/ ,' / / / , �� / / / 1 r / / ' _ LL �� TOF / ' / w �/ / / / / / r / / / / ��/ \ B law, excavators and contractors Y O LANDINGS IN PLACE OF EXIST. workingin the five boroughs of New York 0 Z z / / / / / , , i 0 / / / rn - x X >F Ci and Nassau and Suffolk Counties on rn� w'DILAPIDATED 5�IRWAY. / / /Qy/ / / / / ' rj /DOF / / / / l // / �//' / Q? / '_ �k\ ,6 \ M p \ City g Q 'meq / i / , l , / , / •�. g / / / / / / Ov ti / ,J FR/" \ Long Island must contact DigNet, Q O w / / & D/ / ti° / / / / / , / l / / \9Hc / / / \� F __l I Z n,, � � � / � / / v ti / / , `�W y � / / 1-800-272-4480 or 811,at least 48 hours -J / / / i rn 0 / / 'l � �� / / / �4 / / / Q� P� �� k k but no more than 10 working days '4NC / / l A / / / rn @ l / / / / / / / �Fq�� `� ' / / / / / ' Q ' / / / / '+.vim 9 Y Qf O / / ' a ' / / / / / / / AREA OF WORK / / / ' / ' / / ' ' `�4 � ' / / / p�" i / c^ 0 /�' / ° �� F\x \� \ (excluding weekends and legal holidays) / i / / / / / / p Cb / h i / g' 5'-� / / o / / rn ,' / / / ,' / / F / / / c rnc" / / ��0 - - yq �'iR�� \ prior to beginning any mechanized digging ~ Z I- I IZ l I O / / 0 F / / / / / / / l / / c / / / , i / RFM �FA-1 D O OF / //'� ' / / / SEE ENLARGED PLAN VIEW (DWG SP2) / / / , / / / / / / ti , / / Al �, N. or excavation work to ensure underground / / / / / '� / / ti / / / / } SEE SECTION A B & C FOR BEACH / 5 3 / / ' ' / ' / / ' / / / / ' / // / / \ Fk \ lines are marked. Excavators and w 1- I Q/'R'/ f f f / / / / / / i / / / / f p/ / / / � / , / ' / / X / / / / \ c contractors can also submit locateCi I �X15T`I�N,9 OOD STAIRWAY i i , / / / , / , / / / / / , \ Hoo °prequests online,through ITIC.If you do not TO BEEMOVE �' '' 1'�` , EXISTING / '� ,' / // / '¢� STAIR PROFILE' (DWG SP3) / / / , / , / ' , , / , / / /. U- / 8 �R R�,N yWR \ w Q Q / i / / 0 i / / / O M current) use ITIC, lease call X / / / / / / _� / / / / / / / ' l o �F a// ` Y P / = 1 ,WOOD STAIRWAY/ / / / / / , / / / / ti o ' / �/ / / ,' �' / / / / . E-1� \ N �Q - / � w d 1-800-524-7603 for more information. - N tY �.' X TO BE i i i i / / ...., w / ' / k� r' \ For safe reasons,homeowners are # O / / / / / / / / / / rn / PROPAREA Ol H6RK / / 2 / FX safety W PROPOSED / , ' ' / / / / / NS, ��' T- - ,' EX.RAISED ) CFS �.'..'...' strongly encouraged to call as well when v O N �p / v + + / / / / / / E y w d F" E2 A& :::..'.. \ / / / / / , / / / �L PATIO T y:::::.: TO REMAIN planning any type of digging on their --1 - O 4 W x f126 LG BEACH AGGE55 STAIRWAY: / / / , / 1 / / / / / / / / / / TO REMAI � property. 0^ � < _ � -! O 'x� , + , / r // / � , / � (NO WORK) ....�• Homeowners can contact us F-�1 o O I NOTE: 7, I CONSTRUCT A 4'N x -126 LG SET OF WOOD STAIR W/RAIL TO / / / / / / / y y -a-y y!= y / 9S- .... .:6.EL.@ . _ ""d1 tly at 1-800-272-4480 or by calling / EXISTING lO x12.5 G01/ERED WOOD DECK / CODE LOCATE AS SHOWN. SEE 'SCOPE OF WORK' FOR STAIR l l l l l l l I l f / EXIST. y c. .. ( LLL r --� / l ' ' ' r I STURBANGE I I X a'... :: :':::2j +L, l`1 E U Y 9 Q (V / r CVRD W XTENT OF PROP I 6.. "' " " 1 the national call before you di N SHALL REMAIN IN PLACE,CONTRACTOR TO EXIST. "� p>�J BREAKDOWN (THIS DWG) / / / / / I I r /DECK `, ydpRK/POTENTIAL D I REPLACE,EX.RAILINE3(MATCH PROPOSED I / / / I \ I 0 9 r. For excavation work completed on a/ CVRD EXTENT OF pROP05ED AREA I I / / / � / ' �' 1 ` \ 5' �. � � \ \ I , \ 1 \ \ ' �...'�..':...•.........................5 M I�,� � onal roe P NEW STAIR RAIL PER GODS) DEGK K/POTENTIAL,DISTURBAI'IGE X ( / x\2 � \ \ ................................. .. P property,rh',it is the contractors / WOR - \ Is ' I , ..... G e nsibili NO QI LL / I \ \ \ "I /y ty-- T the homeowner's-to ALL AREAS OF EXISTING VEGETATION / / 1 s 3�1 p JAN 222 o.n a t DigNet. Having utility lines marked Z ll 1 �p x / 6 6 O 1 p .'.'.'.'. \ / 1 \`� riorto digging is free of charge. CD Q 6 DISTURBED OR L05T DURING DEMOLITION/REMOVAL OF EXI5TIN6 STAIR AND CONSTRUCTION OF NEW 5TAIRWAY; _ \ o N P 1 \ .�.........'.'::.'............ S8,'. �(, �C I- / \ 6 6 o I AND AREAS.DEVOID OF VEGETATION IN LOCATION OF PRIOR STAIRWAY,WHERE SUCH LOCATIONS DEVIATES \ \ I I 1 I 1 I X �0 \y Z / \- 6 1 FROM NEW STAIRWAY LOCATION SHALL BE PLANTED/R-PLANTED WITH NATIVE VEGETATION AT CONCLUSION \_ o N -7 l� I ~ ` ;`'e T-)-.fn ION OF NEW STAIRWAY n \ m v� oE_ti x-IO Q Q OF STAIRWAY CONSTRUCTION.SEE PLANTING SCHEDULE AND DETAILS,DWG 5P3 / f / I 1 I I I I I I I qg 2 STY FR.DWL6.... �a /o1g�o i f'.��rd O` Z _ �� Q � / / TO REMAIN � �� ( " AREOF DISTURBANCE: PARTIAL, PLAN 6 , / , \ , I I FX (NO WORK) I + - r 1 1 \ ` ST wo _1,4g0 SQ.FT. (0.0342 AG) EXISTING ACCESS STAIR W/ \� \\ 'b P5 ... FI.. ..L. 85.2' 11 PROPOSED \ I PAGE: PROPOSF�D STAIR OVERLAY `� �\ �, 11 I �w� 3l8 1 / PROPOSED WORK SUMMfSRY: C. (VIEW USED FOR REF=ERENCE PURPOSES) BEACH ACCESS STAIR PARTIAL PLAN / ` I i I III I i i 4� /}��� �\ \ // REMOVED EXI5TIN6+DILAPIDATED WOOD STAIR TO BEACH. �X \ \ j INSTALL NEW 4W x -126 L6 WOOD BEACH AGGE55 STAIR IN SAME LOCATION A5 EXISTING. U-I ' RE-VE6ETATE: D JL- ` HELLDRY DISTURBED OR L05T DURING DEMOLITION /REMOVAL OF EXISTING 5TAIR AND 20 10 D 20 40 60 80 20 10 O 20 40 b0 80 / / i \. l \\ TO RE AIN) Ex 5A�' CONSTRUCTION OF NEW 5TAIRWAY;AND AREAS DEVOID OF VEGETATION IN LOCATION OF GRAPHIC SCALE 1" = 20'-0" 6RAPHIG'5GALE I" = 20'-0" / 1" Z � � �\ �5Y5, PRIOR STAIRWAY. n OM AA IKI of 3 I i tl2b' LONG WOOD STAIR TO BEACH COMPACTION NOTE-5. SIB GRADE 0.THE CONTRACTOR SHALL INSPECT THE SUB GRADE AND NOTIFY THE 5 THE ENGINEER RESERVES THE RIGHT TO HAVE 501L TESTS PERFORMED TO Sr'��R 1. IGENERAL ORDER FOR THE PAVEMENT TO BE DURABLE,THE SUB GRADE MUST BE ADORE55ED IN THE 5NTEEIBID DOCUMENTS. THE TIONS REOUIRIN6 SPECIAL AEXTRA C055T OF UNANTICIPATED SPREAD AND COMPACT THE FILL TION NOT CONFIRM THE SUITABILITY OF YMATERIAL FILL LINIb INCH MAL. THE AXIMUM LIFTS. EACH LIFT TRACTOR SHALL SCOPE O� WOfi�K: B � PROPERLY PREPARED. THE CONTRACTOR SHALL PREPARE THE SUB GRADE IN REMOVAL WILL BE BASED ON THE UNIT 605T5 PROVIDED WITH THE BASE 610. 514ALL BE COMPACTED TO 45%OF THE OPTIMUM DENSITY. COMPACTION SHALL I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD of OR OUT5IDE SP2 ACCORDANCE WITH THESE SPECIFICATIONS,U51NS THE NECE55ARY MEANS AND THE C05T OF UNANTICIPATED LIME STABILIZATION OR OTHER SPECIAL BE ACCOMPLISHED AT NO LE55 THAN OPTIMUM MOISTURE CONTENT UP TO 2% OF AREA OF WORK. MATERIALS TO PROVIDE THE SPECIFIED RESULTS. NOTHIN6 IN THE FOLLOWIN5 TREATMENT WILL BE NEGOTIATED. WETTER OPTIMUM DENSITY AND OPTIMUM MOISTURE CONTENT SHALL BE AS 2. 5EE DEMOLITION NOTES. SITUATIONS CAN BE FORESEEN. THEREFORE,NOTHING IN THE FOLLOWING SHALL DETERMINED BY ASTM D1551. NO RUBBLE,TRASH,BOIILDEIR5.OR OTHER DEBRIS RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO NOTIFY THE ENGINEER SUB GRADE PREPARATION WILL BE ALLOWED AS FILL MATERIAL IN ANY USAGE. 3. REMOVE ALL EX. DEBR15 AND DILAPIDATED BEACH 5TAIR/LANDIN65 Of NFIN YOFK CITY OF SPECIAL PROBLEMS,AND IN THE END,TO PROVIDE A 5011NI0 50 GRADE. I.THE CONTRACTOR SHALL REMOVE ALL VEGETATION,SURPLUS SOIL,DEMOLITION 6. FOR UNSTABLE SOILS WITH LE55 THAN 250 PSF COHESION OR ULTIMATE BEARING EARMARKED FOR DEMOLITION WITHIN THE AREA OF WORK. DO NOT 2.USING SOIL TEST DATA RUBBLE,AND OTHER UNDESIRABLE MATERIAL5. SIKH MATERIALS 514ALL BE CAPACITY OF LE55 THAN 500 P5F,6EOTEXTILE FABRIC SHALL BE INSTALLED IN BEGIN BEACH STAIR CONSTRUCTION UNTIL ALL DEMOLISHED MATERIAL & �O�JG ISLAND A.AT ITS OPTION,THE ENGINEER MAY PROVIDE SOIL TEST INFORMATION TO THE PROMPTLY HALA.ED FROM THE 51TE AND DISPOSED OF IN ACGORIDANGE WITH ALL UTILITY AND PIPING TRENCHES AND TANKHOLE5 TO REDUCE MIGRATION OF 15 HAULED TO AN APPROVED UPLAND SITE. CONTRACTOR UB IF PROVIDED,THE DATA WILL INCLUDE CLA561FIGATION OF THE 6OVERNIN6 LAWS AND CODES.THE CONTRACTOR SHALL SHAPE THE SFINE-6RAINED 501L AND SEPARATE P1551MILAR FILL MATERIALS.THE a. NOTE... EXISTING lOkl25' COVERED WOOD DECK SHALL REMAIN. 800-212-4480 1 811 � USE (4) bxb WD PILES 4' WIDE STAIR W/ SOIL IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION 5Y5TEM(ASTM GRADE IN ACCORDANCE WITH THE GRADING PLAN,TAKING INTO ACCOUNT THE GEOTEXTILE MATERIAL SHALL OVERLAP ADJACENT GEOTEXTILE MATERIAL BY A NSE ON PLATFORM PRIOR RAILING TO GODE (TYP) D2487). THE S16NIFIGANCE OF THE DATA WILL BE INTERPRETED BY THE THICKNESS OF THE PAVING SYSTEM. THE TOLERANCE OF THI5 ROU614 6RADIN6 MINIMUM OF,12' AS NECESSARY TO COVER THE INTENDED AREA. GEOTEXTILE 4. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY S TO FINAL STAIR TO BEACH) - 10' 4x6' ENGINEER. SHALL BE WITHIN 1/2' H16H TO V LOW. DURING TH15 OPERATION THE FABRIC,SHALL BE 6TP130EX,TYPAR 3401,6TFI5OEX,OR TYPAR 3601 A5 WORK. www.dignetnycli.com CONTRACTOR SHALL NOTE ANY SOFT AREAS THAT BECOME APPARENT AFTER MARKETED BY EXXON CHEMICAL AT I-800-54-EKX,ON. BEACH B.SOILS DESIGNATED AS HIGHLY EXPANSIVE(CHI,MHO,AND OH)MAY REQUIRE 5. CONSTRUCT A 126' LG SET OF BEACH ACCESS STAIRS WITH: I or www.call811.com TRAFFIC BY CONSTRUCTION EQUIPMENT AND LOADED TRUCKS. SUCH SOFT 1, BACKFILLIN6 TANKHOLE5,ETC.: , AG,G� LIME STABILIZATION ANDTS SELECTIVE AI3'LAC�T SITWITE SUITABLE SOILS. AREAS SHALL BE REPORTED TO THE ENGINEER FOR DETERMINING THE METHOD BACKFILL FOR ANY EXISTING TANKHOLES%IAM MEET THE REQUIREMENTS OF THIS a. 4 W x t3 L6 ENTRY STAIR® TOP OF BLUFF, (for other states) v pL SUCH SPECIAL TREATMENTS INCLUDED KILL H DETAILED O THE SITE BID DOGIJt IT'S IF OF TREATMENT REQUIRED,IF ANY. SECTION.LIKEWISE,BACKFILL FOR OTHER HOLES LEFT BY REMOVAL OF SWIMMIN6 b. (1) 4'W x 4'LG ENTRY PLATFORM, <' > THE G05T 15 TO BE INCLUDED IN THE CONTRACTORS BASE BID. , , By law,excavators and contractors 2.MAINTAINING DRY SITE CONDITIONS: POOLS BASEMENTS ETC,.SHALL COMPLY WITH THIS SECTION ALSO. G. 4'W x t23 LG STAIR G.SOILS DESI6NIATInD A5 HIGHLY ORGANIC(OH,OLD,AND PT)MAY REQUIRE working in the five boroughs of New York DURING PREPARATION OF THE SUB GRADE AND UNTIL THE PAVIN615 IN PLACE,THE 8. BACKFILLIN6 TRENCHES: Ci and Nassau and Suffolk Counties on g0SELECTIVE REPLACEMENT WITH SUITABLE SOILS. THE NEED FOR AND THE d. (I) 4 W x 6 L6 LANDING W/BENCH GONIRACTOR SHALL PROMPTLY TAKE REASONABLE MEASURES TO OBTAIN AND BACKFILL FOR UTILITY TRENCHES SHALL BE WEi1-6R,4DFJ7,GLEAN,FRESHWATER �' EXTENT OF THIS TREATMENT WILL BE DETAILED IN THE 51TE DOCUMENTS IF THE e. 4 W x Q LG STAIR TO EXISTING IOk125 COVERED WOOD DECK Lon I 4; TO MAINTAIN A DRY 51TE CONDITION.SUCH MEASURES SHALL INCLUDE PUMPING SAND,FREE OF 51LT AND CLAY PARTICLES.BACKFILLIN6 SHALL OCCUR g -land must contact DigNet, 4'x6' G05T 15 TO BE INCLUDED IN THE CONTRA( BASE BID. f. CONTINUING SEAWARD FROM EXIST. 10'x125' COVERED WOOD DECK 1-800-272-4480 or 811,at least 48 hours OF FREE SURFACE WATER,MINOR HAND AND/OR MACHINE SHAPING TO IMMEDIATELY AFTER THE LINE OR CONDUIT 15 IN PLACE TO PRECLUDE CAVING OF WD LN06 FACILITATE WATER REMOVAL,AND OTHER OPERATIONS TO SPEED DRYIN6. THE TRENCH SIDES. PRIOR TO INSTALLATION OF THE LINE OR CONDUIT,A 4 INCH TO PROPOSED 4'W x 24'LG STAIR, but no more than 10 working days o / W/STOP, 3.NATIVE SOIL COMPACTION: CUSHION OF SAND SHALL BE PROVIDED. 9• (1) 4'xb' LANDING W/SEAT, (excluding weekends and legal holidays) BIN COHESIVE AND COHESIOMF55 NATIVE SOIL 514ALL BE COMPACTED TO q5%AND 4. AREAS ft�IDE�lHE PAVING SHALL BE FILLED AND COMPACTED AS NEC.E55ARY prior to be innin an mechanized diggingO 100%OF THE OPTIMUM DENSITY,RESPECTIVELY,PRIOR TO PLACEMENT OF FILL. WITH 50YIN6 WITH THI5 SECTION.EXCEPT THE TOP b INCHE5 SHALL BE h. 4 W x t34 LG STAIR, beginning y `0 1. (1) 3' x 6' LANDING W/5TORA6E BIN, or excavation work to ensure underground / 4.FILL SELECTION AND COMPACTION: NATIVE TOPSOIL SUITABLE FOR GRASS. AREAS REQUIRING GUT SHALL ALSO BE ST, THE MOST C45T EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED: PROVIDED KITH 6 INCHES OF NATIVE TOPSOIL FOR 6RA_%. FINISH GRADE FOR J. 4'W X t8' L6 lines are marked. Excavators and STAIR, contractors can also submit locate g�H t -SAND-GRAVEL MIX 05 TO 3%FINES<0.02 MM AND CBR> R), THESE AREAT MAXIMUM OF 4: UNLESS SHALL BE I INCH BELOW P OF CURB. AREAS SHALL BE INDICATED 1737 ON THE 51TE� k. (1) 4' x b' BEACH A(/-E55 PLATFORM AND requests online,through ITIC. If you do not z� -6RAVELY SOIL(3 TO 6%FINES<OA2 MM AND CBR)8), I. 4'W x t'1' LG STAIR TO BEACH. current) use ITIC, lease call -SANDY SOILS(3 TO 6%FINES(0.02 MM AND CBR>8) 10.GOMPACITO N=5TIN6: y p -SILTY GRAVELY SOILS(b TO 10%FINES(0.02 MM AND GBP,>8), b. STAIR MATERIAL REQUIREMENTS 1-800-524-7603 for more information. THE EN6INEER!WILL EN6A6E AN INDEPENDENT TE511N6 LABORATORY TO PERFORM 0) a. MATERIALS TO BE USED(5TAIR): / -SILTY SANDYS011-5(b TO 15%FINE5(0.02 MM AND CBR>6), A STANDARD PROCTOR TEST(ASTM 015510 ON THE FILL MATERIAL(OR NATIVE I. 2x12 STRINGERS For safety reasons, homeowners are CLAYEY GRAVEL SOILS(OVER 20%FINES(0.02 MM AND GBR>5), -CLAYEY SANDY SOIL(OVER 20%FINES<0.02 NIM AND GBP,>5), SOIL PROCTOR TEST(ASTM 0I551)ON THE FILL MATERIAL(OR NATIVE SOIL IF NO 2. 2-2x6 TREADS /STEP strongly encoura Sed to call as well when FILL 15 USED)AT LEAST 12 HOURS BEFORE THE CONTRACTOR INITIATES 3. 2x4 CLEATS planning any type of digging on their COMPACTION AND(2) A NUCLEAR DENSITY GAUGE(A5TM 02422 AND A5TM 03011) 4. 4x6 POSTS property. Homeowners can contact us OR SAND GONE(ASTM DI55b)TEST AT A MINIMUM OF THREE RANDOMLY SELECTED 5. 2x4 CGA TIMBER TOP RAIL directly at 1-800-272-4480 or by calling LOCATIONS TO MEASURE THE DE6REE OF COMPACTION OF THE 5URFACE UBb. MATERIALS TO BE USED (PLATFORMS): number.For 811,the national call before completed on A S6RADE: IF THE RESULTS FROM THIS TEST FOR THE FILL OR NATIVE SOIL DO 5P3 NOT MEET OR EXCEED THE DEGREE OF COMPACTION SPECIFIED IN THIS 5EGTION, I. 2xb FLOOR JOISTS personal property, it is the contractor's THE COST OF TESTING WILL BE DEDUCTED FROM THE CONTRACT AMOUNT,AND THE 2. 2X8 RIM JOISTS responsibility--NOT the homeowner's--to TESTING(2)WILL BE REPEATED. 3. 2xb DECKING contact DigNet. Having utility lines marked II. THE GONTRAGTOR MUST REMOVE THE EXISTING SANITARY 5Y5TEM IN G. MATERIALS TO BE USED (RAILING): prior to digging is free of charge. 6p. ACCORRESPONSIBLEE KITH THE ALL INSPECTIONS AND AND SIGN-OFF OF OF TH155LD.H.5. CONTRACTOR 15 I. U5E STAINLESS STEEL RAIL AND GABLE SYSTEM W/CGA TIMBER 12.CONTRACTOR 15 RESPONSIBLE FOR HAVIN6 THE PROPANE TANK PUMPED OUT AND TOP RAIL ON PROP05ED WOOD PLATFORM AND STAIR. p 4'x6' CERTIFIED AS EMPTY PRIOR TO RELOGATION. 2. NOTE: REPLACE / INSTALL NEW RAIL PER CODE ON EXISTING WOOD SFgT COVERED DECK TO REMAIN,U5E 5TAINLE55 5TEEL RAIL AND LANDING GABLE SYSTEM W/GGA TIMBER TOP RAIL. TREADS AND PLATFORM SURFACES W/'EAT d. MATERIALS TO BE USED (HORIZONTAL SURFACES): TO BE BUILT WITH GGA TIMBER I. USE CGA TIMBER FOR ALL HORIZONTAL SURFACES. m e. ALL HARDWARE TO BE 5TAINLE55 STEEL o f. ALL TIMBER TO BE CGA,U.O.N. a b. RE-VEGETATE: ^ 40%4 a. DISTURBED OR L05T DURING DEMOLITION/REMOVAL OF EXISTING USE: STAMP, STAIR AND CONSTRUCTION OF NEW STAIRWAY;AND AREAS DEVOID 2x8 GGA a 16'oC. 5TAINLE55 STEEL (T(P) OF VEGETATION IN LOCATION OF PRIOR 5TAIRWAY. V_ - HURRICANE GLIP5 TYP. ^ o/ In AT ALL CONNECTIONS Q 2x12 GGA W n < STRINGERS 1L ® Ib" O.G. [-I X Z fli mho < US LU II 13 o = � fl'-O" O.G. 2x8 GGA a 16"O.C. _ N - 2-2x10 GGA 61RDER / `a, I I r T� 1Z (rYP,U.O.N.) 4' WIDE WOOD STAIR W RAILING TO CODE (TYP) W USE STAINLE55 STEEL RAIL AND GABLE SYSTEM WITH GGA TIMBER 1 r POST ' \I I I I TOP RAIL. INSTALL PER MANi1FAGN5 TURES RL01MENDATI0 . 4x6 G GA OS I I SEE 5TAIR PROFILES 'A', 5'AND'G'ON DW6 5P3 / v (TYP,UAN)-�^ Cy0 I I i SEE CONSTRUCTION DETAIL AND ELEVATION DETAILS,T1415 DW6 4' WIDE ENTRY STAIR ENGINEER: I u W/RAILIN6 TO CODE z OF NE ~ Q, BEY T B Y0 I I I D p O BENCH I (----- - 70 '° T POSTS TO EXTEND BEACH GRASS PLANTINGS p� I I (TYPICAL) J� I 6-0"BELOW UNDISTURBED 501L 4'x6' o I (MINIMUM) WOOD 4'x4v �' ENTRY PLATFORM w m , r LANDIN6 W F BENCH v ZN 2 W/BE, Q SOA 07349 EXISTING � R ION w I I I VERED WOOD DECK t23' qA O P \ I I I I TO REMAIN t21' 4.0' t65' z JEFFREY T. BUTLER, P.E. I NOTE TO CONTRACTOR: A B Q REMOVE EXI5TIN6 RAILING SP2 SP2 (SIM) J AND INSTALL G Q N NEW RAILING PER GORE Spa CONSTRUCTION DETAIL STEEL,RAIL AN Q� m 1 I I NOT TO SCALE TYPICAL 2x2 5.5.VERTICAL POST �4 LL_ KU TOP AND SIDE MOUNTING PLATEO Z O m rtiN INSTALL PER t UFACTUREJR MAXIMUM SPACING = 42'O.G.(SHOWN) Q t0' TYPICAL 2x2 55.VERTICAL P05T v Q }- 11J TYPICAL 2x2 _ W SIDE MOUNTING PLATE AND EQUAL EQUAL 'Z Q I- CO 1 I W TOP AND SIDE MOUNTING PLATTE INSTALL PER MANUFACTURERCAL P5T TOP PLATE FOR STAIRTALLATION J Q Z o INSTALL PER MANUFACTURER MAXIMUM 5PACIN6=42'OL.(SHOWKI MAXIMUM SPAS MG = 42'O G.{SHOWW 2x4 GGA TIMBER TOP RAIL(HANDRAIU CL FASCIA MNTb STAINLESS STEEL POST'S p-+ o o � �/ CL 55.P05T5(MID P05T) NYS RESIDENTIAL CODE (IRC 2015) EQUAL EQUAL W Ul 1 Ll < ACCESS STAID. TO BEACH - PLAN VIEW ye 10 STAcIKLE55DOUBLE S.S. .5TL CA(CORNER POST) N/ERTICAL) SECTION RR314-STAIRWAYS o PR POSED WOOD STAIR TO BEACH: 11-1 D O SECTION RR3145.SECTION 1283142 TREADS AND RISERS.THE MAXIMUM RISER HE16HT SHALL BE 8-1/4 INCHES(20q MM) AND THE MINIMUM - 4'WIDE x ET LON6 Q- TY o TREAD DEPTH SHALL BE q INGHE5(224 MM). THE NSE R HE16HT SHALL BE MEASURED VERTICALLY BETWHN LEADING E06E5 OF THE GABLE CONNECTION m INSTALL RAIL TO GODS,SEE SCOPE OF WORK ^ X - ADJACENT TREADS.THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN 11-E VERTICAL PLANES OF THE FORE-405T HARDWARE PER RAIL 4'MAX AND'CONSTUGTION DETAIL FOR INFO' W # O PROJECTION OF ADJACEJI-TREADS AND AT A RI6HT ANGLE TO THE TREAD'S LEADING EDGE. THE WALKING SURFACE OF TREADS AND 5 25 0 5 10 15 20 SYSTEM MANUFACTURER. � � Q LANDINGS OF A STAIRWAY SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL(2-PERCENT SLOPE). THE I GRAPHIC SCALE I' = 5'-0" � }- � V_ � N GREATEST RISER HEIGHT KIITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH(45 MM).THE GABLE SHALL BE GABLE SHALL BE INSTALLED W/4'{MAX,) GREATEST TREAD DEPTH HJITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 IMU4(45 MM). RAILING MATERIAL: INSTALLED W/4"0`4AXJ N m FREE SPACE BETWEEN HORIZONTAL RUNS < t � � o Q USE GGA TIMBER(ONLY) FREE SPACE BTKN T:72x05'GCA6 TIMBER (IYPIGALJ a Q LL Q Q N N SECTION RR315-14ANDMI-9 POSTS-S.S.TUBE HORIZONTAL RUNS(TYP) _ =7 5T a lb'O.G. - Ye'0 CEIL-STAINLE55 STI. a/ SECTION RR315.1 HANDRAILS.HANDRAIL514AVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INCHES AND 36 INCHES(864 MM AND 465 MM), GGA TIMBER O O RESPECTIVELY,MEASURED VERTICALLY FROM THE NOSING OF THE TREADS,SHALL BPROVIDED ON PROVIDON AT LEAST ONE SIDE OF STAIRWAYS. _ _ _ _ _ ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS WITH TWO OR MORE RISERS FROM A POINT DIRECTLY FOUNDATION MATERIAL: P zi 2x8 GGA TIMBER , LU ABOVE THE TOP RISER OF A FL16HT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FL1614T.ENDS SHALL BE RETURNED OR USE 2x10 GGA ORDER JOIST a 16"O.G. p SHALL TERMINATE IN NEWEL P05TS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPADE OF NOT LE55 THAN 15 INCHES(38 MM)BETWEEN THE WALL AND THE HANDRAIL. TIMBER(ONLY) I STRUCTURAL GONNEGTIONS: PROPOSED �I USE STAINLE55 STEEL O L SECTION RR3152 HANDRAIL.GRIP SIZE.ALL REQUIRED HANDRAIL5 SHALL BE OF ONE OF THE FOLLOWIN61YPES OR PROVIDE EQUIVALENT bxb GGA TIMBER P057 HURRICANE CLIPS(TYPIGAU V 6RASPABILITY. R11 BOLT DIAMETER PER RAIL MANUF TURER r USE CARRIAGE BOLTS W/WASHER a NUT E�17 (FINAL STAIR PLATFORM) f I (rte TYPE I. HANDRAILS WITH A CIRCULAR GRo55 SECTION SHALL HAVE AN OUTSIDE DIAMETER of AT LEAST I-I/4 INGFES(32 MH)AND NOT B PER MID POST 12 PER CORNER POST OYP) PAGE: (102 GREATER THAN 2 INCHES(51 ". IF THE HANDRAIL 15 NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES PROPOSED 2"x12"GGA TIMBER j (102 MM)AND NOT GREATER THAN 6-1/4 INCHES(160 MM)WITH A MAXIMUM CRO55 SECTION DIMENSION OF 2-1/4 INCHES(51 MM). 4x6 CGA TIMBER P05T STRINGERS m 16 O.G. JAN ' 7 2022 (TYP,U.O.N) = TYPE 11. HANDRAILS WITH A PERIMETER GREATER THAN b-1/4 INCHES 060 MM)SHALL PROVIDE A 6RA5PABLE FIN6ER RECESS AREA ON BOTH 510E5 OF THE PROFILE. THE FIN6ER RECESS SHALL BE61N WITHIN A DISTANCE OF 3/4 INCH 04 MM)MEASURED VERTICALLY FROM dot Rf Ii^,(r "InvvCl THE TALLEST PORTION OF I(HE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH(8 MIH)WITHIN 7/8 INCH BELOW THE WIDEST PORTION f Poard of Trustees SP2 IN THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH 00 MIM) H A LEVEL THAT 15 NOT LESS THAN L B A ELEVATION - PLATFORM / LANDING DETAIL B ELEVATION - STAIR DETAIL INCHES(45 MM)BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE Rt�E�.�' SHALL BE I-I/4 INCHES 02 MM)TO A MAXIN4JM OF 2-3/4 INCHES h0 N'IM). ED6E5 SHALL HAVE A MINI"RADIUS OF 0.01 INCH(025 MM). SCALE: YY = I'-O" SCALE: Y2" = I'-O" of 3 I i EL.50.0' EL. 48.0' 2x6 JOISTS,GGA TIMBER TYP 6 FOR CONTINUATION LANDWARD, PLATFORMS,U.O.N. SEE PROPOSED BEACH STAIR (SEE 6ENEIZAI NOTES,No.11 AND 10) PROFILE 'B' EL. 46.0 SEE ' NSTR 16TION DETAIL' FOR ADDITIONAL INFORMATION !THIS DRAWING) EL 440' AND DIMN510NAL REiC,IUIRB1BlT5.(THIS DWG) 2x12 5TRIN6ER5,4xb POST5,2x4 CLEATS, EL. 42.0' TAINLE55 SIEE=L.RAIL AND GABLE SY5TEM W/CGA TIMBER TOP RAIL EL. 40.0' PROPOSED SHRUB , TO BE PLANTED A5 AN ALTERNATE TO BEACH EL. 38.0 6RAJ�WHERE CONDITIONS ALLOW. PLANT PRUNE I/8' OF LEAF AREA 3'-0"ON CENTER SEE PLANTIN5 SCHEDULE BUT RETAIN NATURAL FORM S APD DETAIL,TH15 DW5. EL.36.0' - ` ' `•`.. SPRAY W/WILT-PROOF ACCORDING EXISTING VEGETATION WTPROPOSED NEW TO MFG'S INSTRUCTIONS IF FOLIAGE EL 34.0' SHALL REMAIN IN PLACE,DELIBERATE GARS SHRUB/ BUSH PER IS PRESENT SHALL BE TAKEN NOT TO DISTURB ROOT y v PLANTING SCHEDULE ,. BASE OF EXISTING PLANTIN65 {{ EL. 32.0' (SEE 5HT I), 6ROUND LINE TO BE SAME PART OF PROP05ED 4'W x QV LONG PROPOSED 4' WIDE WD STAIR MIN 3'-0" O.G. AS AT THE NURSERY EL. 30.0' TIMBER STAIR TO BEACH W/RAILING TO CODE # ESTABLISHED VEGETATION a NM STAIR SHALL OCCUPY SAME LOCATION (TYPICAL THROU61-IOUT) : I; ''�: :.:••�:' ;I'''::: ". •..; : >.::' OR MEANS OF STABILIZATION 280 A5 DILAPIDATED EXI5TIN(5 STAIRWAY) (PLANTED 6RA_%ES AND/OR 18" MIN. FOR o EL. 26.0' •: PLANTS UP TO 4' 1 t ' TERRACING) Y . - . . . . HIGH 20: MIN. FOR REMOVE VE BURLA P FROM PLANTS OVER 4' ! TOP OF BALL LL. 24.0' ,.: 6" MIN ---- HIGH - BACKFILL WITH TOP501L 8 "i I : :b' MINIMUM PENETRATION j PEAT-MOSS 3:1 RATIO BY EL. 22.0' K h ' ' I <*_ `p :'IN LM15RPBM z ,:r• t SOIL REQUIRED VOLUME IN Q" LAYERS-WATER .A•(TYPICAL ALL P05T5,U.O.W _ J I ,,: :.`j. EACH LAYER UNTIL SETTLED. EL. 20.0' q _ FINAL ® 1 :�::::: ' f ` . TYPICAL SHRUB DO NOT TAMP01 :n STAIR LANDING CON5TRUGTION: (4)6'x6"GGA P05T5 W/(22)2'AO"GGA 6IRDER5, I L FL. Ib.O' xo ( 2' CGA J015TS 0 16'O.G.FINISH DECKING - �° f': :r'PROP105ED BEACH 6RA55 N.T.S. 8 FOR PLANTS OVER 411 x' PER'CONSTRUCTION DETAIL'TO BE PLACED to 1 y'.' TO BE PLANTED AS INSTRUCTED IN :I:: :. z EL. 16.01 w IMMEDIATELY LANDWARD OF TOE OF BLUFF : • .:: •.�; :::: :':. I,.•• '• ' ::PLANTING SCHEDULE,THIS DW6 10 F- a : F- B A'ARE OF POTENTIAL DISTURBANCE LONG EL 14.0' 5P2 E : .:-' NOTE: RE-VEGETATE DISTURBED AREAS AT GONGL APPROX.DISTANCE TO M.H.WL. _ X30.0' USION OF STAIR CONSTRUCTION ISLAND EL. 12.0' ,`:' :f',::`. ' ''•� ALL PLANTED VEGETATION WILL REQUIRE 1_W '� • :�... •I�I MONITORING OVER 3 GROWING SEASONS. � SOUND EL. 10.0' ; PROPOSED STAIR TO BEACH: LU (�EYorD) PLANTING 5GHEDULE EL 80' I .•: I 4 WIDE x V LONG WOOD STAIR W/ Q .� n IMMEDIATELY LANDWARD OF TOE OF BLUFF TO CODE TO BE PLACED PROPOSED GRASS AREA Z �-! O " 1 i (MIX OF AMMOPHILA BREVILIGULATA) 11E LINE ALONG MJfW1. EL.b.0' PARTIAL BEACH STAIR - PROFILE A BEACH GRA55 2-3 COLUMNS PER PLANTING HOLE 12" O.G MAX. WITH a tEL.5.0'ON OCT.I,2010 -SJ+W ® �.5.4' : :• - `Z ' EXISTING/PROPOSED SCALE: 3Ab' = 1'-0" PANIGUM VIR6ATUM,SWITCH GRASS AT 2'-O" O.G.,2 GAL. CONTAINER N �._. AN PROPOSED NORTHERN BAYBERRY BUSH �+. :' '., '.: ' •' BA.BLUFF 0 EL. tq.4 PART OF PROP05ED ±126' L6 WOOD BEACH STAIR r: (MYRICA PENSYLVANIGA) TO BE PLANTED AT A MINIMUM 3 FOOT ON CENTER. Q.,( - °'' .' . I AGCE55 PLATFORM SUPPORT POSTS: AND OR PROPOSED BEACH ROSE BUSH Win EL 2 0 SHALL BE DRIVEN TO A MIMI"OF 3'-0' (ROSA VIRGINIANA) TO BE PLANTED AT A MINIMUM 3 FOOT ON CENTER. BELOW MHK_TO APPROX.EL.2.0' AND/OR PROPOSED BEACH PLUM BUSH r T m X EL. 0.0' (PRUNUS MARITIMA) TO BE PLANTED AT A MINIMUM P FOOT ON CENTER. (5EE PLANTING DETAIL,THI5 DW6) E-( X Z U _ � moo FOR CONTINUATION LANDWARD, p D_ SEE PROPOSED BEACH STAIR EL. 72.0' 125' PROFILE 'C' �� C N � W = o EL.lo.0' PART OF PROPOSED 4W x ±!26 LONG (THIS DRAWING) I D O I Cn TIMBER STAIR TO BEACH 1.0 NEW STAIR SHALL OCCUPY SAME LOCATION EL.68.0' A5 DILAPIDATED EXI5TIN6 STAIRWAY) G EXISTING COVERED DECK TO REMAIN' SEE CON5TRLUGTION DETAIL EL.66.0' : : FOR ADDITIONAL INFORMATION d REPLACE EX RAIL/IN5TALL PEW PER GODS of PVh (F,KK CI�'f &.CPG b RI/ www.dignetnycfi.com p EL.64.0' AND DIMENSIONAL REQUIREMENTS.(THIS DWG) @ PERINETER OF EX CVRD DECK(TO REMAIL, `�J 5TAIN_E55 5TEE.RAIL AND www.ca11811.com - USE o a �� ENGINEER: 2x12 5TRIN6ER5,4x6 POSTS,2x4 CLEATS, GABLE 5Y5.W GGA TIMBER TOP RA 800-272-�}�80 81 I (for other states) ^� p EL.62.0' STAINLESS STEEL RAIL AND GABLEq I`� YSTEM W/GGA TIMBER TOP RAIL OY NFA� By law,excavators and contractors working in the five For safety reasons,homeowners are strongly ET. B O boroughs of New York City and Nassau and Suffolk Counties encouraged to call as well when planning any type of EL.60.0' on Lang Island must contact DigNet,� 800-272-4480 or 811,at digging on their property.Homeowners can contact �_ 74 PROPOSED SHRUB least 48 hours but no mare than 10 i�vorking days(excluding us directly at 1-800-272-4480 or by calling 811,the o f• t TO BE PLANTED A5 AN ALTERNATE TO BEACH -- weekends and legal holidays)prior to beginning any national call before you dig number.For excavation X EL.5,9.0' GRASS WI•ERE C.ONDITION5 ALLOW. PLANT - - mechanized digging or excavation work to ensure underground work completed on personal property,it is the F:X fn j W . _ lines are marked.Excavators and contractors can also submit contractor's responsibility-NOT the homeowner's-to Q H 3-0 ON CENTER SEE PLANTING 5GH®U_E �--- -r--- r-> D p y locate requests online,through ITIC.�T you do not currently use contact DigNet.Having utility lines marked prior to w AND DETAIL,THIS DWG. ITIC, lease call 1-800-524-7603'1 for more information. digging is free of charge. z O Q dao Q �Q Q>34 EL.5��.0' ,� P 99� 9� 9 v SEE 'CONSTRUCTION DETAIL' e a a EXISTING VEGETATION z �i 0 0 lJ Q F NPS' EL 54.0' SHALL REMAIN IN PLACE,DELIBERATE CARE , PI"�7P05EIJ;4'•WIDE STAIR .:'^ FOR ADDITIONAL INFORMATION a Q o Q D ad FSS SHALL 8E TAKEN NOT TO DISTURB ROOT 'Wl.I AILINS'�4 Y, �TQ;Mir: . ',-: AND DIMENSIONAL REQUIREMENTS.(THIS DWG) Q �c D BASE OF EXISTING PLANTINGS ; ' ti ):X15TI196' EL.5.2.0' � `•t",�•'•' � • �'NEW t����-��pN�.'�,.;'• •..�•' 2x6 JOISTS,GGA TIMBER TYP m �> Z p p � a � � � JEFFREY TLER,P.E. : ,RANG' n PROPOSED 4' WIDE WD STAIR r `' PLATFORMS,UD.N. ' o Q Q EL.500' W/RAILING TO GORE (5EE 6ENERAL NOTES,NOA AND IO) 2x6 JOISTS,GGA " ' Y (YPI TIMBER TYP m CAL�KbUT) o �/ ;'r 2xI2 STRINGERS,4xb POSTS,2x4 CLEATS, PLATFORM,U.O.N. ���. ,,• STAINLESS STEEL RAIL AND GABLE 4'x4'ENTRY GO I t 4'WIDE ENTRY STAIR EL.48.0' (SEE GENERAL _ \ �. ,.'• '•;;. .. :•;•.,:.': . • • '' Q ` ' SYSTEM W/GGA TIMBER TOP RAIL PLATFORM ---- ---- ----- -- NOTES,No.Q AND lo) ' : ;:' . r IN AREAS OF POTENTIAL DISTURBANCE PROPOSED SHRUB W/RAILING TO GODS EL.4b.0' 45th' RE-VE6£TATE DISTURBED AREAS AT I ` W LANDING TO BE PLANTER A5 AN ALTERNATE TO BEACH � O Z OZ CONCLUSION OF STAIR CONSTRUCTION GRASS WHERE CONDITIONS ALLOW PLANTCD TV-O'ON GENTER SEE PLANTING SCHEDULE y EL.44.0' `•l PROPOSED BEACH GRA55 AND DETAIL,THI5 DW5. J \ v p p TO BE PLANTED AS IN5TRUGTED IN W :.. EL.82.0' I d1 ,.k: k • ___l O EL. 42.0' PLANTING 5GHEDULE,THIS DW6 EXISTING VE6ETATION / _ Z O `: SFfALL REMAIN IN PLAG E DELIBERATE CARE cJl O :.I. '• EL.SO.O' SHALL BE TAKEN NOT TO DISTURB ROOT EL. 40.0' `,• f BASE OF EXISTING PL ANT1N65 : a O 0 �- _ a t -� EL.-18.0' PART OF PROP05ED 4'W x ±126' LONG ;y EL.38.0' lie :.4. b MINIMUM PENETRATION TIMBER STAIR TO BEACH ' IN LM15TURBM 501L REQUIRED NEW STAIR SHALL OCCUPY SAME LOCATIONO _ •:r. W/BENCH FOR CONTINUATION SEAWARD, EL (TYPICAL ALL P05M UD.W EL._76.0' AS DILAPIDATED ISTIN6 STAIRWAY) - _ SEE PROPOSED BEACH STAIR ",' X I- '� II EL.X4.0' IOD' P 05ED 4 WIDE WD STAIR `:k:; PROFILE A : u E�>34p'.' W/RAILING TO CODE :�s W o N (THIS DRAWINGEL.12.0') PARTIAL BEACH STAIR - PROFILER 1G� EL. 32:0': ' SCALE: 3/16" = 1'-0" EL.�o o' / \ tt PROPOSED BEACH GRA55 O 0 N II : I .• LL_ X300' PART OF PROPOSED 1126 LG WOOD BEACH STAIR ;'.14 ;Y :'. TO BE PLANTED A5 INSTRUCTED IN 0 O N - t - EXISTING PLANTIN6 5CW-PULE,TH15 DWG W � � .•:` ,�; EL.68.0' COVERED DECK TO REMAINO O - - -- ----- IN AREAS OF POTENTIAL DISTURBANCE Z LLJ EL.66.0' REPLACE EX RAIL I IN5TALL MEW PER CODE RE-VEFETATE 015TURWD AREAS AT. :. LJ CONCLUSION OF STAIR CONSTRUCTION Z (n ~ B PERIMETER of EX.CVRD DECK(TO REMAIL, Z 0 X U5E STAIN155 STEEL RAIL AND E .64.0' GABLE SYS.W/GGA TIMBER TOP L EL.62.0' LILI EL.60.0' _ �,.y.r-________, y `:j.;::•:::.;r ';`k. I 6' MINIMUM PENETRATION PARTIAL BEACH STAIR PROFILE' �' PAGE: IT 'I ';: I: IN UNDISTURBED SOIL REQUIRED SCALE: 3/I6' = I'-0' .. f'RQP©SED 4. kli �. STAR'.':-:• EL.58.0' - r L (TYPICAL ALL P05T5 UAN) PART OF PROPOSED ±126 L6 WOOD dEAGH STAIR FOR CONTINUATION SEAWARD, i�v.wa�.1N :T�coDE,Torti=ET EX1�riNs ' �T _ 1 :6COHRER[DEC; AND NEW RAILIN5 JAN SEE PROPOSED BEACH STAIR EL.56.0' PROFILE 'B' SP3I 015 DRAWING) EL.54.0 ' .. ..,. : � ;%C'F.Et!jr,i•`'"I'lthJC1 Fc),7d of of 3