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HomeMy WebLinkAbout1000-51.-1-18 OFFICE LOCATION: *rj� SO(/jyQl MAILING ADDRESS: Town Hall Annex O P.O. Box 1179 54375 State Route 25 J [ l�[ Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 �� Telephone: 631 765-1938 o�ycoUM�l,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: June 18, 2019 Re: LWRP Coastal Consistency Review for ALEXANDER PERROS SCTM# 1000-51-1-18 En-Consultants on behalf of ALEXANDER PERROS requests a Wetland Permit and a Coastal Erosion Permit to demolish and remove existing bluff stairway and deck adjacent to top of bluff; construct along eroding toe of bluff approximately 80 linear feet of stone revetment with a 10' easterly return, consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 321 cubic yards of sand re-nourishment (including approximately 266 cubic yards on on-site material excavated from toe of'bluff for revetment installation and approximately 55 cubic yards of clean sand to be trucked in from an approved upland source), to be vegetated with native plantings; construct new 4' wide by ±70' long elevated timber bluff stairway (including ±49' north-south section down bluff face and ±21' east-west section over proposed revetment), consisting of 4'x4' 'steps, a 10'x10' platform, 4'x20' steps, a 4'x8' landing with bench, 4'x10' steps, a 4'x5' platform, 4'x5' steps, a 5'x6' landing, 4'x4' steps, and a 4'x4' landing, leading to stone steps to beach incorporated into proposed revetment; remove existing concrete debris from beach; and establish and perpetually maintain a 10' wide non-turf buffer along the landward edge of the top of bluff; and for the existing 6' high fencing and fire pit/circular gravel patio. Located: 19215 Soundview Avenue, Southold. SCTM# 1000-51-1-18 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 on the new submittal and my assessment, the proposed action 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. Cc: Damon Hagan, Assistant Town Attorney I 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 si nl_ �fi�cant 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 RECEIVE SCTM# 51 - 1 _ 18 F— JUN 0 Z 2019 PROJECT NAME Alexander Perros Town Planning Board n 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) El (c) Permit, approval, license, certification: VN Nature and extent of action: Demolish and remove existing bluff stairway and deck adjacent to top of bluff-,construct along eroding toe of bluff approximately 80 linear feet of stone revetment with a 10'easterly return,consisting of approximately 3 to 5 ton stone placed over 50 to 100 lb core stone and filter cloth;restore bluff face by constructing terrace retaining walls and placing approximately 321 cubic yards of sand renourishment(including approximately 266 cy of on-site material excavated from toe of bluff for revetment installation and approximately 55 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings;construct new 4'wide x+/-70'long elevated timber bluff stairway(including+/-49'north-south section down bluff face and+/-21'east-west section over proposed revetment),consisting of 4'x 4'steps,a 10'x 10'platform,4'x 20'steps,a 4'x 8'landing with bench,4'x 10' steps,a 4'x 5'platform,4'x 5'steps,a 5'x 6'landing,4'x 4'steps, and a 4'x 4'landing,leading to stone steps to beach incorporated into proposed revetment;remove existing concrete debris from beach;and establish 10'wide non-turf buffer along top of bluff, all as depicted and described on the engineering plan prepared by Jeffrey T.Butler,P.E,P.C.,dated March 13,2019. And legalize existing 6' high fence and firepit/gravel patio,as depicted on the survey prepared by John Minto,L.S.,dated January 8,2019. Location of action: 19215 Soundview Avenue, Southold Site acreage: 0.75 Present land use: Residential,one-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: Alexander Perros (b) Mailing address: 19215 Soundview Avenue Southold,NY 11971 (c) Telephone number: Area Code 917-318-0027 (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 POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III- Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable i 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 1:1 No 1:1 Not Applicable See attached narrative addressing Chapter 275,Chapter 111 and Local Waterfront Revitalization Program Policy No.4. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable Narrative Addressing Chapter 275, Chapter 111, and Local Waterfront Revitalization Program Policy No. 4 for ALEXANDER PERROS 19215 SOUNDVIEW AVENUE SOUTHOLD,NY SCTM#1000-51-1-15 The subject property is located along a stretch of Long Island Sound shoreline running parallel with Soundview Avenue that has been impacted by shoreline transgression and increasing bluff erosion during the more frequent and increasingly severe storm events experienced during the last decade, including the Christmas 2010 Blizzard, Super Storm Sandy in October 2012, and four nor'easter events which occurred during the month of March alone in 2018. As a result, properties in this geologic cell have experienced accelerated and severe erosion of the vegetation and soils on their protective bluffs and the landward recession of those bluffs. In response, both the Town of Southold and owners of privately owned properties have been forced to seek approvals for the construction and reconstruction of shoreline stabilization structures, including the recently installed rock revetment on the adjacent westerly property at 19105 Soundview Avenue (Wetlands and Coastal Erosion Management Permits Nos. 7908/7908C, September 2012) and the reconstructed bulkhead on the adjacent easterly property at 19375 Soundview Avenue (Wetlands and Coastal Erosion Management Permits Nos. 7429/7429C, May 2011). Severe bottom-up erosion of the subject bluff is evidenced by a landward receding bluff toe; a steepening bluff face; and the loss of substantial soil material and vegetation between bluff toe and the approximate mid-point of the bluff face. Therefore, the applicant is proposing to remediate this ongoing erosional loss with an erosion control project designed in accordance with the generally accepted eroding bluff stabilization practices recommended by the USDA Natural Resources Conservation Service, which is to simultaneously stabilize the toe and eroding portion of the face of the bluff by implementing a combination of structural "hard"toe stabilization and both structural and "soft" sand renourishment and revegetation of the bluff face. Specifically, a stone revetment is proposed to stabilize the toe of the bluff, which will occur first. Then the"washed out" and upper portions of the bluff face can be stabilized with terrace walls and renourished with sand and planted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. The project also includes the removal of an unpermitted deck at the top of the bluff and replacement and partial relocation of the existing bluff stairway, which presently encroaches on the neighboring property to the east. And to additionally limit potential top-down erosion resulting from stormwater runoff, a 10' wide non-turf buffer is proposed adjacent to the bluff crest. Pursuant to principles set forth by Section 275-11(13)(1)(b), the proposed stone revetment is proposed in an area suffering from extreme erosion, as described above. Consistent with Section 275-1l(B)(1)(b), Sections 111-10 and 111-15, and Policy 4 of the LWRP, Page 1 of 2 r the revetment will be installed with a sloped face and angled returns and will be placed along the existing bluff toe to avoid encroachment on the beach surface seaward of the existing bluff and to avoid causing a measurable increase in erosion at the site or adjacent properties or result in any other adverse impacts on adjacent properties or natural coastal processes and resources. In fact, the proposed revetment will be located between an existing rock revetment to the west and an existing bulkhead to the east. Further pursuant to Sections 111-10 and 111-15, the purpose of the proposed structure and integrated erosion control remediation plan as described above is designed specifically to stem the continued denuding and loss of the bluff, the property's natural protective feature; and the design has been engineered in accordance with generally accepted engineering principles and is likely to control long-term bluff erosion at the site through long-term maintenance and its intended ability to withstand inundation, wave impacts, weathering and other effects of storm conditions for a minimum of 30 years. The proposed construction sequence calls for the stabilization,renourishment, and revegetation of the bluff face after the revetment and new bluff stairway have been constructed, so the potential effects of the proposed construction, i.e., the disturbance of adjacent bluff soils and vegetation, will be mitigated through the stabilization and vegetative restoration of those areas. Further consistent with Policy 4 of the LWRP, the hard structure is being proposed only where 1) non-structural, vegetative means alone will not be sufficient at stemming the advanced and ongoing bottom-up bluff erosion at this site; 2) the natural protective feature, i.e., the bluff, cannot be effectively enhanced without effective stabilization at its toe, as evidenced by the recent pattern of severe erosion throughout this geologic cell; 3) a hard structure is the only design consideration that can practicably and effectively provide such toe stabilization; 4) the proposed structure has been limited to the minimal scale necessary to effectively stem the erosional trend and is based on sound engineering practices; 5) vegetative restoration and enhancement is and will remain part of the long-_ term remediation plan design; and 6) there will be no significant direct or indirect costs incurred by the public as a result of the project. Ultimately, the goal of the project is to stabilize, restore, and enhance the natural protective feature of the property for the purpose of minimizing the loss of structures and natural resources from erosion, which is consistent with the relevant permit standards set forth in Chapters 275 and 111 and with the goals of Policy 4 of the LWRP. Page 2 of 2 Consistent with Policy 6,the project seeks to restore and protect the quality and function of the the bluff ecosystem in a manner that does not adversely impact the adjacent beach or tidal waters,as further desribed in the attached narrative addressing Chapter 275, Chapter 111 and Local Waterfront Revitalization Program Policy No.4. 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. VN Yes No FINot Applicable The proposed structure will be installed along the existing toe of bluff and above high water associated with Long Island Sound and will not prevent or inhibit public access along the beach. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy It. 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 TITLECoastal Managament Specialist DATE 5-10-19 Robert F. Mghnann Amended on 811105 ..—. 1:9215 Soundvie•.v Ave - Google Earth " r N ' 'Iowqw 10,7! A cr' tw A&E,t 1 J4 �. 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L017g Gp pA JAN 2019COPIES OF THIS SURVEY MAP NOT BEARING �S19 SOUNDVIEW AVENUE THE LAND SURVEYOR'S INKED SEAL OR /a �/ �^�"c^� EMBOSSED SEAL SHALL NOT BE CONSIDERED M I,/ 1 C� 4/18/19 LOCATE BOULDERS & ROCKS TO BE A VALID TRUE COPY. �'I V0 ONLY TO THE PERSON FOR WHOM THE GUARANTEES INDICATED HEREON SHALL RUN S76^31,001,f � IS ER PARED AND ON HIS IIENAGENCY BEHALF THE DEED rj f LINE HEREN, AND TONDING THE AISSIGNEEISO OFI THED LENDING INSTII- 100 93, TUTION. GUARANTEES ARE NOT TRANSFERABLE. Note: ALL SUBSURFACE STRUCTURES; WATER SUPPLY, SANITARY SYSTEMS, DRAINAGE, DRYWELLS AND UTILITIES, SHOWN ARE FROM FIELD OBSERVATIONS w N AND OR DATA OBTAINED FROM OTHERS. C:) 0 1.04 0.65 C:� THE EXISTENCE OF RIGHTS OF WAY o �^' boulders AND/OR EASEMENTS OF RECORD IF .. ^' ANY, NOT SHOWN ARE NOT GUARANTEED. x4.76 1.65 .` 183 UlfHW LINE EL=1.92 0 - _ 2.36 _ iTl X 865 ---- 4.39 ft ) k1HW LINE EL=2.63 x Area= 32,633 s.f. 4.31 3.47 I� - 9.28 "--�__ rocks �-- 3.07 r Z60 x ----_ 4.74,' _---4--� 9.86 -x 9.82 x 412 \ 3 ` c`_ 7 10.08 - boulde deck 1108 - ------_ -5- 230\���� `- _ --? 230 (area inclusive to tie line) 11.42 --- __ �\ \'5.92 b1a11 - , of 11.18 \ �r 1°e �l-��\ _ rocks \\lTT\ `�i 11\�_- \\ concrete ��__ ��ice\\\\ �1 �r pile\ concrete zzz��\_ _ s �� �' -Spile Premises known as: 9�6r _ o mak, In &frame - [\� dek # 19215 Soundview Avenue bulkhead _ dilapidated frame � z__ retaining wags top of bluff fence end I \\^�-Z, - $= steps 0.9'E 40.49 4039 RBI,`����\��\`=�__ y 402 -4t 4040 _ mz gravel around O 0-1\40.16 fire-pit40.05 x top of bluff 40.38 _�/� \ X4010 dock 75 %X<7 40.12 / .d4 '� � J 40.18 / r 39.88 x fence end CHq - 40.18 // "� �_ 4919 affil/ 1TW 6'wood ` planter fence x J9.31 pl , pl ,31- 3911 39.41/ `- � X 38.48 x3845 3832 \ 0 79- 3891 3893 38 21 3 �� c 6'wood fenre / basement deck I \ enhance Ldeck \ -�� \\ _ 96 \ drain z o 38qty 3785 0 10Q) i5z .9' 36.3' \ z CD 37,t 2 STORY o 37.37 19.3' wall < AC T4C�1MC 66 U 23.1' 37.87 wall 37.95 11 W x p 3730 N Iv' 36.39 3638 0 0 m NRESIDENCE wood fence entrance gravel No m ::_0 J9.07 GARAGE wall o 10.7' 43.0' 0.3 W ' o- - bin ITW V o cn porch porch AC 23.7' ❑ ❑-❑-❑ vinyl fence _ -- concrete fence's meet o columns / 35.89 \ 0.9'W 36.34 / wood / d wnik / \x 36 14 GRAVEL DRIVEWAY ,x elPchic 3620I \�-/ I �� uGfity X - pole x x 36.67 x i 35.33 Z \ CD A wood&wire fence / \\ 0 w ZE x 34.87 / x O 36.60 i x O I I � 3630 I I -/ ��� wire fence 3669 1 well _35- 34.19 \33 89 fence on line \ 187°22'30_'W \ r.5'W {v chain fink fence end 0.3'W curb / \\ /� drain�� RRo lies �,�•�-� \ x 35.62 \ ili le \ x 3135 \\ asPholl pavement \ x36.96 �� /93 Sx 37.30 /Vj033?Dj \ o3810 3763 \ \ \\ na W �/ ven e� � 3824 V ue , I Q� v ' MAY 1 3 2019 F!MFD£pj gROpNNq Q Et7gFR y ly0, _ FY, 8 /98g.1 NOUly0l0 1 0 �V Topographic Survey of Property Q Situate at • Southold `i;41i." Town of Southold ` f� '`✓ 'T` Suffolk , New York County, jiRw `Iic' LAND SURVEYING � c`;`fir � � > Mintoville@aol.com Tax Map #1000-51 - 1 - 18 f i \, `•"rd ,� SUBDIVISIONS 7f Scale 1 = 30' Jan. 8, 2019 `� �; `- "///\ T TITLE & MORTGAGE SURVEYS TOPOGRAPHIC SURVEYS GRAPHIC SCALE " ~+ - r-' LAND PLANNERS SITE PLANS 30 0 15 30 60 120 JOHN MINTO, L.S. PHONE: (631) 724-4832 LICENSED PROFESSIONAL LAND SURVEYOR NEW YORK STATE LIC. NO. 49866 FAX: (631) 724-5455 ( IN FEET ) 1 inch = 30 ft. 93 SMITHTOWN BOULEVARD SMITHTOWN, N.Y. 11787 GENERAL DEMOLITION NOTE5: PROPOSED BLUFF PROTECTION, S76031' » FOP'WORK`® BOTT01�h Of.:BLUFF: OQ £ I.START OF DEMOLITION SHALL ONLY BEGIN AFTER TfE DEMOLITION CONTRACTOR RESTORATION AND PARTIAL BEACH MACHINERY ACCESS Td PROPERTY .� HA5 BEEN SHOWN THE PROPER REPORTS 5TATIN6 THAT ALL HAZARDOUS IS PROPOSED BY BA . • SEED TjE MATERIALS HAVE BEEN REMOVED FROM THE SITE U51N6 FEDERAL,STATE,AND ACCESS 5TAIR REPLACEMENT PLAN FOR: - • • LINE LOCALLY APPROVED METH005 AND PROGEDURE5 FOR THE MATERIAL IN W. Long an 100.9 ' 2.ALL TRUCTURES BOTH ABOVE AND BELOW GRADE ARE SHOWN A5 A GUIDE FOR 50UT HOLD, A _: -- a 3 51TUATE AT: SOUna ' • DEMOLITION.LOCATION OF 5UB5URFAGE 5TRtIGTURE5 ARE ESTIMATED TO BE TOWN OF 5OUTHOLD I Y P LOCATED A5 5HOWN. THE GERTIFYIN6 ENGINEER DOES NOT ATTEST TO THE SUFFOLK COUNTY, NEW YORK a SGTM NO.: 1000-5I-I-IB "-"+DY +aRDQ w,_r MEAN HIGH HIGH WATER LINE @ EL. 12.92' ACCURACY OF THE LOCATION OF THE 505WFAGE 5TRUGTURE5 5HOWN OR TH05E cr DR - STRUGTURE5 NOT 5HOWN. ZONING DISTRICT: WA F 51TE MEAN H16H WATER LINE @ EL. 12,63' 3.THE DEMOLITION 5HALL BE PERFORMED BY THE GONTRAGTOR(5) AT THEIR OWN RISK U5E: RESIDENTIAL j LOCATION �yLLJ 0 AND LIABILITY.ALL DAMAGE ON 51TE OR ADJACENT TO THE DEMOLITION AREA FEMA FLOOD ZONE: WA _ CD WILL BE REPAIRED OR REPLACED SOLELY AT THE CONTRACTOR'S EXPENSE. O 1.04 065 O 4.TO THE BE5T OF THE EN6INEER'5 KNOWLED6E,NO ENVIRONMENTAL HAZARD(5),THAT 51TE DATA: EXI5TIN6: PR•OPO5ED: -- -- O O EX.GONG.DEBRIS SHALL BE N AREA OF SITE: 32,633 5.F. (0.7492 AG) N.G. _ REMOVED AND HAULED TO AN C� COULD BE AGGRAVATED BY THE DEMOLITION PROCEDURE,EXISTS ON THIS SIT1=. N Iv 5. THE GONTRAGTOR 15 ADVI5ED TO U5E CAUTION WHEN EXCAVATING AND REMOVIN6 (TO TIE LINE) ti APPROVED UPLAND 51TE. p 5UB5URFAGE 5TRUGTURE5, ETC,DUE TO THE LIMITED AVAILABILITY OF / _. Ib5 � 1.83 PIPING, EX. FAILING WOOD WALL(5) MINFORMATION GONCERNIN6 5UB5URFAGE UTILITIES. OENER L NOTES: h Z I 236 ex.houtdes NEARBY WASHED OUT AREAS b.EXCAVATION PROGEDURE5 5HALL BE PERFORMED BY THE GONTRAGTOR(5), IN ' �� im_+ Z h 441 ACCORDANCE WITH ALL FEDERAL,STATE AND LOCAL GORES AND REGULATIONS. I. NO DEBRI5 SHALL BE PERMITTED TO FALL 5EAWARD OF AREA OF WORK 3.rn SHALL BE REMOVED. OR TO ADJACENT PROPERTIE5. AFTER DEMO HA5 BEEN COMPLETED AND O o ceX. od" 4.14 _ 4.1 4 � 260 EXISTING DECK AND EXTENT OF DEMOLITION: NEI6FIBORING PROPERTY HA5 BEEN RESTORED,ERECT CONSTRUCTION ~ I�- FENCE ALONG EFFECTED PROPERTY LINE �sfo °Cent 2 o LOh 2. CONTRACTOR TO VERIFY ALL DIMEN510% IN FIELD PRIOR TO ANY WORK. ne reset �� 5 11 ii- STAIR TO REMOVED EXI5TIN6 STAIR TO 13EAGH SHALL 13E REMOVED IN IT'5 ENTIRETY. S76 z g �S� _ menf --, Z8 z o v >> Q 2.5EE FILL AND COMPACTION NOTE5 PRIOR TO ANY 51TE WORK. u.42 % o{ b{�{ �, AL50,REMOVE 2 EXI5TING DEGK5,STAIR TO LOWER DECK AND O r1 Gy s 11.28 ex low' �s� ExTRAPOLATE �o �� WOOD RETAINING WALL5 LOCATED AT THE BOTTOM OF SLOPE ON • . D E DUnQI 3. CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD PRIOR TO LOGATI ON MAP: �_ TOE OF BLUFF • • EXCAVATION. STAIR AND REVETMENT CONTRACTOR SHALL COORDINATE \� NEIGHBORING PROPERTY A5 SHOWN ON PARTIAL PLAN(THIS DWG). NOT TO SCALE LANA NOH OR \ ex. cone ex.rocks �� ' ' �.. , • DE-ED / RE6ARDIN6 STONE/STAIR POST LOCATION. � THE REMAINS OF ANY COASTAL GONSTRllGTION SHALL BE FORI32LYO �s� 'vim, pile 3 l7ex.cont. '� . E LINE- 4. ALL DEBRI5 FOUND ON BLUFF FACE 5HALL BE REMOVED PRIOR TO THE s b €� p A pile REMOVED OLE55 OTHERWI5E NOTED) FROM THE AREA OF WORK . �� �' � ��� � r�`� o THIS INCLUDES BUT IS NOT LIMITED TO ITEMS GALLED OUT ON THE ' �- . START OF CONSTRUCTION NOTE: TAX Lor IT --�__ _ a bd /� . • MACHINERY AGGE55 FOR PROP05ED STAIR WORK SHALL BE PROPOSED \ 5' EXI5TIN6 METAL d FRAME 51TE PLAN. ALL MATERIAL 5HALL BE HAULED TO AN APPROVED 100. 0. A. REMOVE CONSTRUCTION DEBRI5 AND THE LIKE FOUND ABOVE BULKHEAD TO REMAIN UPLAND SITE. 93 GRADE,RE5ERVE MATERIAL WHEN DIRECTED. FROM THE RE5IDENGE'S EAST 51DE OF DWELLING. MAGHINERY AGGE55 FOR _ PROP05ED REVETMENT GON5TRUGTION 15 PROP05ED FROM BARGE. B. REMOVE ALL UPROOTED' DEAD VEGETATION. DEAD VEGETATION �- MEAN HIGH HIGH WATER(LINE @ EL. 12.82 G. HAUL EBR5HALL BE I5 AWAY AT ODAPPROVELEAVED UPLAND 51TE.T5 BELOW DE PROP05ED EX.DILAPIDATED FR RETAINING top WALLS TO BE REMOVED MEAN HIGH WATER LINE @ EL. 12.63' BLUFBLUFF5TABILIZATION. RENOURI5HMENT EXI5TIN6 STAIR AND PLATFORM AND BEACH AGGE55 5TAIR PLAN: 40.4 40.3 ¢0\ eX TO DECK AND DEGK(5),SHALL rr �` BE REMOVED AND HAULED TO PROPOSED N FOR INFORMATION RE6AR I'M ' 4oz6 � - - � AN APPROVED UPLAND SITE. CJJ 180 LF STONE REVETMENT -P FOR TYPICAL ELEVATION O PROP05ED 5TONE REVETMENT,RE-VEGETATION AND TERRAGING 1--41 y p p py i(s 4016 0.65 51� SECTION 'A',DWG. Not � REG MT5, 5EE ELEVATION 'A',DW6 Not _ FACE TO,REMAIN. 40.05 PROP05M BLUFF STABILIZATION: 0 1.04 � PROPOSED BEACH AGGE55 STAIR OB16N AND GON5TRUGTION REQ'MT5, • 40.38 x40.10 40.s f top of bluff NOW� Y 0 2 PROPOSED TOE OF BLUFF Csl GRADE TERRACE,FILL AND RE-VE6ETATE PER 5EE DWG No3 �.. TAX LOT 20DOI 5EGTION A (5EE VW No2) 15EE BILL OF MATERIALS FOR AREA5 AND FILL 40.12 , 40.18 /,/ • '� X EXI5TIN6 WOOD DECK(114'x115') QUANTITIES(THIS DW6) 1.65 1.83 APPROXIMATE EDGE OF O BILL OF MATERIAL g ` 39.88 �38 40.lq 41.01 SHALL BE REMOVED AND HAULED 2.36 p WASHED OUT AREA 13' 'ON 51TE' FILL AGOUIRED FROM PROPOSED WORK ravel around ¢ ERODED AREAS SHALL BE �'1 U m fire - 1t TO AN APPROVED UPLAND SITE. _o QUANTITIES RE5ERVED FROM: lY� wood p `� � ° cJeX boll/dens FILLED AND GRADED TO fence X 39.31 planter GOASTAL ER05ION HAZARD LINE 431 3 �oJ THE LEVEL OF THE EXCAVATION FOR REVETMENT @ B.O. BLUFF = 1266 CGU YD5 O ?/ AS 5GALED FROM COASTAL EROSION 437 341 ADJACENT BLUFF FACE TOTAL ESTIMATED RESERVED ON 51TE FILL = 1266 CU.YD5 39 �o ❑ HAZARD AREA MAP PHOTO No.55-518 83 00� 3.07 (ATTAIN NATURAL GRADE) G 4.14 2.60 N 39.41 39 x 39.11 \ SHEET 10 OF 4a o o O 9.82 O f 4 AREA: 3g SQ.FT. PURGHA5ED FILL GUANTITIE5: a u T- � 10.08 �o c eX ad• `� 12 _ U5E MATERIAL TO BE AGOUIRED FROM ON SITE EXGAVATION FOR m 38.48 X 38.45 38.32 � 1 S/0 locent � � � `'-� 38.91 38.93 11.08 i revetment^ ' 5- 39 0 2.30 PROPOSED REVETMENT'5UPPLEMENT WITH FILL PURCHASED AND -50---- xzl s9 wood fence 11.42 _\ + Jc 38 3a ' � �� TRUCKED IN FROM AN APPROVED UPLAND 50URGE. bci5eme t deck 112 5 --8 � I 4 W m entrant 3155 I. ESTIMATED REQUIRED FILL: �5 GU.YD5. Z 38.32 PROPOSED STONE REVETMENT: w. o Bman-W 38.96 38.35 ' 31.44 drain E TO MEET EXI5TIN6 ADJACENT 5TONE vy ex. roGkS PROPOSED 10' L.F.REVETMENT RETURN: E X 38 31 5 REVETMENT LOCATED ON 5UBJEGT PROPERTY - ::._ r. \ 5 4 l7 GON5TRUCTION REQUIREMENTS 51MILAR TO 0 36.3' deck s8 : w..:...�. :..- : W O 5 ex. cont. s� PROPOSED STONE REVETMENT,FOR BLUFF AREA TO BE RE-NOURISHED 0 10.9 0 0 APPROXIMATE EDGE OF WASHED OUT AREA 'A w. .: pile INFORMATION 5EE ELEVATION ON DWG. Not WITH APPROXIMATELY 1321 GU YDS. OF GLEAN SANDY FILL I�IEEDED � 31b�1 " 38.36 31.41 3131 Iq.3' w f2/' (O TO RE5TORE BLUFFS 5URFAGE ELEVATION. U5E RESERVED (FILL FOR ERODED AREAS SHALL BE FILLED AND GRADED "-:w.--. - •: �_'•:.'_' \W � �- � ,_ � Lu d)A 2 5tor 6.6' 23.7' 3-x.81 wall 31.95 TO THE LEVEL OF THE ADJACENT BLUFF FACE _ a �-5_ EX15TIN6 METAL d FRAME BULKHEAD INITIAL RE-NOURISHMENT(1266 GU.YD5). ADDITIONAL FILL WALL BE 31.30 w Frame 36.31 36.35 (ATTAIN NATURAL GRADE),AREA: 1311 50.FT. _ =_ _ .. • : TO REMAIN REQUIRED TO ATTAIN PROP05ED 6RADE5(APPROXIMATELY 155 Residences N wood fence _ - _ W' o CU.YD5). PURCHASED FILL MU5T BE TRUGKED IN FROM AN APPROVED PROPOSED RE-VEGETATION: - G ° UPLAND 50URGE. THI5 PROPOSAL RE5ERVE5 THE RIGHT TO ACQUIRE 37 � grave I PROVIDE PLANTINGS PER PLANTING SCHEDULE, � � MATERIAL FOR THI5 PURPOSE. ALL FILL USED SEAWARD OF TOP OF BLUFF (() garage MUST BE CLEAN AND OF BEACH COMPATIBLE GRAIN SIZE TO EXISTING SAND ' SEE FILL RE-VEGETATION AND TERRACING �i W �� �3® � W ""°•- �:��•• ° - p bin 5EQUENGE OF EVENTS NOTES. PLANTING p - \ 43.0' o `to of bluffer \ W W W W \ FOUND ON SITE AND MUST BE PURCHASED FROM AN APPROVED UPLAND SITE. •. porch �,� AG � 23.7' _ ❑ L, 5HALL OCCUR IN LOGATION5 OF 015TURBANGE W 33 " c� onG.- 1 AND ON BARE BLUFF FACE �. � \` �-- STONE QUANTITIE5: w vinyl fence 1 �„ _ PROP05M BEACH AGGE%STAIR: 3 TO 5 TON ARMOR STONE = 1396 TONS 3581 X PROPOSED TERRACING: 40.41 40.3 -�40 W "w g y INGLU51VE OF ENTRY 5TEP5,(1) ENTRY PLATFORM, 3 T O 5 LBS GORE STONE = 1123 GU.Y5 36.34 > PROVIDE TERRACING PER TERRACING SCHEDULE, p 4CJ.26 W W W W NOTE: FILTER FABRIC A5 NEEDED ' (3) LANDINGS AND (I) BASE PLATFORM ATOP OF ENGINEER: wood 5EE TIMBER TERRACE RETAINING WALL AND �_ �= W _ W W PROPOSED ARMOR STONE 5TEP5 TO BEACH.5EE walk \X PLANTING DETAIL, RE-VEGETATION AND TERRAGIN6 _ _ 41 A 40.40 W� DWG No.3 FOR INFORMATION --- lll/// 5EQUENGE OF EVENTS NOTE5. TERRAGIN6 5HALL 2HALL(5) W y PLANTIN6 AREA: QF N ;\ Of NSW YX CO OCCUR IN LOGATIONS OF D15TURBANGE AND ON ON BLU F FACE TO REMAIN.)OD 40.16 PLANT BLUFF FACE WITH NATIVE VEGETATION INCLUDING BUT NOT .<P�� EY e y0 gravel X BARE BLUFF FACE 1 40.38 Drivewa &MAIN�n firepi X �, top of bluff LIMITED TO 13EAGH GRASS AND 5WITGH 6RA55 APPROXIMATE _ w 36.14 y �'; electric PIROP05�FD � • ` BLUFF PLANTING = 13,515 50.FT. n � 800-212-4480 81 I 10 NON-TURF BUFFER10 �� r s� aX ex. ravel _. til r e ' LAND NOW OR _�4Q 1 LAND NOW OR rn �, LU 36.20 �� unlit X www.dignetnycli.com FORMERLY OF �O�- 40.18X FORMERLY OF THORN NOTE: THE AMOUNT OF RE-VEGETATION WILL BE LESSENED BY THE �, 36.61 X X �5 `- pole X or 5ERPAN05 12 3q.88 X \ 40.38 ex. TAX LOT 20.001 AREA OCCUPIED BY E5TABLI5HED,5TA13LE EXISTING VEGETATION. 073 �3 www.r-all8l l.com TAX LOT Il ` 4� plante 'Q� Z 3533 °rfis s►CC' (for other states) B 41.01 TERRAGIN6 ON BLUFF FAGS O X JEFFRE T'BIfTLER,P.E. <? By law,excavators and contractors working in the wood 1 • 3 o.lq ❑ I5 REQUIRED FOR THE PM05E OF 5TABILIZIN6 015TURBED 501L -P wood ff wire fence five boroughs of New York City and Nassau and fence �' WA5TAL ER05ION HAZARD LINE AND TO REDUCE EROSION W s X X 31.31 \ AS SCALED FROM COASTAL EROSION HAZARD BLUFF STABILIZATION = 13,515 LIN.FT. Suffolk Counties on Long Island must contact X DigNet, 1-800-272-4480 or 811,at least 48 hours �/ 3g • _0 o AREA MAP PHOTO No.55-578-83 SHEET 10 OF 49 O N but no more than 10 working days(excluding NOTE:THE AMOUNT OF TERRAGIN6 WILL BE LE55ENED BY THE AREA / X W weekends and legal holidays)prior to beginning 39 39.11 OCCUPIED BY STABLE 501E BELOW ESTABLISHED,EXISTING X VEGETATION. ZE ~ X 34x1 O any mechanized digging or excavation work to j 39.41 (3 v 7 X / ensure underground lines are marked. X 38.45 3h.bo X 0 Excavators and contractors can also submit 38.48 1 38.32 Z LL locate requests online,through ITIC. If you do not 39 38.11 38.13 PROP05ED SUP�(I`'IARY: �•+ Q currently use ITIC,please call 1-800-524-7603 38.21 �9 c wood fence DEM0LI5H EXI5TING STAIR TO BEACH. Z X for more information. 3g X CON5TRUGT PROP05ED 4' WIDE x ±10' L6 BEACH AGGE55W 3630 X35`- X wire fence For safety reasons, homeowners are strongly basement deck 5TAIR FROM T.O. BLUFF TO B.O. BLUFF. 1-1 = > X I X / X encouraged to call as well when planning any entrance 31.55 o GON5TRUGT 180 L.F. STONE REVETMENT PLUS E"i U Z x I 36.69 34.19 X type of digging on their property. Homeowners 38.32 I - 110 L.F. RETURN (EASTERLY). Q' l well x'35- �33.aq can contact us directly at 1-800-272-4480 or by 38 q6 , 31.44 ❑ 5TABILIZE AND RENOURI5H 5LOPE BY WAY OF GRADIN6, IP4 LU < Q 38.35 drain TERRAGIN6,FILLING AND PLANTING. Q Q In Q \ /�h X calling 811,the national call before you dig 38 �� 31.85 � � � fence on line number.For excavation worts completed on � deck X personal property, it is the contractor's 36.3 C/) LU } 0 u 9 �� X responsibility-NOT the homeowner's--to contact LE�END. Q 87022 30 W 31.84 2 5to 31.31 I� w O X DigNet. Having utility lines marked prior to - 38.36 31.41 19 3, • 3 8 0 p PROPERTY LINE � . 9 A'� digging is free of charge. Frame In Uj - cr Residence 6.6' 23.-(' 31.81 wall ss 20'' X N "' EXI5TIN6 BUILDIN6 �.� } N N 31.30 arae 36.39 36.38 O l ���332p < W 9 9 NOTED LAND LINES - - • - - • - - • - o Q � o _j p m s� asphalt 3,90' NOTED WATER LINES - -- - O LL lY� °°r drain s6 RR ties36 � PARTIAL/� 51 TE PLAN ^ Ii-, holt 35.62 PROP05ED P,AEXISTING MAJOR CONTOUR X 31.35 p po"ement EXISTING MINOR CONTOUR 6 Z N LL O X 36.96 O Z O �- Z .. X 36s1 37 51TE PLAN BA5ED ON 15 7.5 O 15 30 60 q0 OBJECT TO BE REMOVED ---------------- O O ZCD / OR16INAL SURVEY BY: ORAPHIG SGALE 1" = 15'-O' �- Z So�'na X 31.30 JM LAND SURVEYING,JOHN MINTO L5. PROP05ED STONE ,� a C) Q Vie 31.63 C13 5MITHTOWN BOULEVARD X 38 � Ve 35.10 5MITHTOWN,N.Y. 11181 5HAPED STONE @ o 0 0 %J Q 5URVEYED: JAN. 8,2018 BEACH AGGE55 5TEP5 STONE X ABOVE �A(5 E Q// 3814 ` 5URVEYOR'S NOTE5• BADE O •� I.MAP OF GHARDONNAY H0005 AT 5OUTHOLD. FILED EXISTING 6RADE X 6.0 SITE PLAN - EX I ST I N6 GOND I T I ON MSEPTEMBER 28, 1989,FILE No.8822 __ v �� ELEVATION EL el = EV - i.. " lu �O � Q �C NOTES: { C _. ". :...._._.. ... / J 1.ELE I ATI0�5HOWN HEREON REFER TO NAI Ig88 AREA OF D 15TURBANGE: PHOTO KEY No. }�- 20 l0 0 20 40 60 8o =2�11111777=7 1117-771 �� EXI5TIN6 CONTOUR LINES ARE SHOWN THU5. 5 (NO.) r, AY 1 3 201 z I; GRAPHIC 56ALE I" = 20'-O" R of � y ±124.5' BLUFF FACE LANDWARD OF PROPOSED STONE REVETMENT SHALL BE STABILIZED BY GRADING, TERRAGING, FILLING o AND PLANTING IN APPROPRIATE NATIVE VEGETATION. U_ AREA OF WORK APPROXI 3,515 50.FT. LU �2 o o w 'i' EXISTING WALL AT TOP OF AT GONGLU51ON OF STAIR CONSTRUCTION AND REVETMENT of NSW YOPT CITY 600-272-4460 1 ,911 Q BLUFF TO REMAIN INSTALLATION,BEGIN RESTORATION EFFORTS. LIMIT N e'� & LONG ISLANn www.dignetnycli.comorwww.call811.com EX. DWELLING o o S � N RESTORATION TO BARE,ERODED AND DISTURBED (for other states) Q LOCATIONS ON THE BLUFF FACE, FOR AREAS OF WORK XAND RESTORATION. SEE PAIRTIAL SITE PLAN DWG No.l By law,excavators and contractors working in the five For safety reasons,homeowners are strongly 11J ' boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type Counties on Long Island must contact DigNet, of digging on their property.Homeowners can E FILLED AND GRADED 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling GULLIES SHALL B TO THE LEVEL E F ADJACENT BLUFF 10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For prior to beginning any mechanized digging or excavation excavation work completed on personal property, FACE. STABILIZE AND REINFORCE BY work to ensure underground lines are marked.Excavators it is the contractor's responsibility-NOT the TERRA�GING AND PLANTING W/ and contractors can also submit locate requests online, homeowner's--to contact DigNet.Having utility through ITIC.If you do not currently use[TIC,please call lines marked prior to digging is free of charge. EL. 36.0' UNDISTURBf=D APPROPRIATE NATIVE VEGETATION. 1-800-524-7603 for more information. UND15TURBED 501E SOIL EL. 34.0' o ��- EXISTING VEGETATION SHALL REMAIN IN PLACE, u, DELIBERATE CARE SHALL BE TAKEN NOT TO EL. 32.0' 1?15TURB ROOT BASE OF EXISTING PLANTINGS. PROPOSED BEACH 6RA55 TO BE EL. 30.0' PLANTED AS INSTRUCTED IN Q PLANTING SCHEDULE,TH15 DW6 u- ® ++ UNDISTURBED w COMPACTION NOTE-5: EL. 28.0 Soft m 5UB GRADE GENERAL EL. 26.0' TERRACING OTHER THAN AT TOE OF BLUFF PROPOSED SHRUB TO BE PLANTED �I I. IN ORDER FOR THE PAVEMENT TO BE DJRABIF,THE SUB GRADE MUST BE PROPERLY SHALL BE INSTALL PER TERRAGIN6 5GWJXLE, �� AS AN ALTERNATE TO BEACH GRASS X g PREPARED. THE CONTRACTOR SHALL PREPARE THE SUB GRADE IN ACCORDANCE WITH SEE 'TIMBER TERRACE RETAINING WALL AND _ U0- THESE SPECIFICATIONS,U51NG THE NEGE55ARY MEANS AND MATERIALS TO PROVIDE THE PLANTING DETAIL'FOR CONSTRUCTION (THIS DWG) WHERE CONDITIONS ALLOW. PLANT 5PEGIFIED RE5ULT5. NOTHING IN THE FOLLOWING 51TUATION5 GAN BE FORESEEN. EL. 24.0 3'-0" ON CENTER,SEE PLANTING SCHEDULE AND DETAIL,THIS DWG THEREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE CONTRACTOR OF THE RE5PON51BILITY TO NOTIFY THE ENGINEER OF SPECIAL PROBLEMS,AND IN THE END,TOz�, PROVIDE A SOUND 5U6 GRADE. EL. 22.0' 2. USING 501E TEST DATA ERODED AREAS SHALL BE FILLED AND A.AT ITS OPTION,THE ENGINEER MAY PROVIDE 501L TEST INFORMATION TO THE GRADED TO THE LEVEL OF THE ADJACENT CONTRACTOR. IF PROVIDED,THE DATA WILL INCLUDE GLA551FIGATION OF THE 501E IN EL. 20.0' Bbl FF FACE (ATTAIN NATURAL GRADE) ACCORDANCE WITH THE UNIFIED 501L GLA551FIGATION SYSTEM(A5TM 0240. THE 516NIFIGANGE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER B.SOILS OE516NATED AS HIGHLY EXPAN51VE (CHI,MHO AND OH) MAY REQUIRE LIME EL. I8.0' 5TA131LIZATION AND/OR SELECTIVE REPLAGEMENT WITH SUITABLE SOILS. SUCH 5PEGIAL Q TREATMENTS WILL BE DETAILED IN THE 51TE BID DOCUMENTS IF THE COST 15 TO BE UNDISTURBED `-�, ±55FROM INCLUDED IN THE CONTRACTOR'S BASE BID. LL, 16.0' ;-� EX. B.O. BLUFF ® •�G.SOILS DE516NATED AS HI6HLY ORGANIC (OH,OLD, AND PT) MAY REQUIRE SELECTIVE 'Y N REPLACEMENT WITH SUITABLE SOILS. THE NEED FOR AND THE EXTENT OF TH15 TREATMENT 155' w V _ WILL BE DETAILED IN THE 51TE DOCUMENTS IF THE COST 15 TO BE INCLUDED IN THE EL. 14.0' TERRACING® TOE OF BLUFF SHALL BE EXPOSED STONEI= V m CONTRACTOR'S BASE BID. tIO D. THE CONTRACTOR SHALL IN5'ECT THE SUB GRADE AND NOTIFY THE ENGINEER OF ANY RE O.G. MIN,SEE 'TIMBER TERRACE CONDITIONS REQUIRING SPECIAL CONSIDERATION NOT ADDRE55ED IN THE 51TE BID RETAINING WALL AND PLANTING DETAIL' T.O. PROP. STONE REVETMENT d" DOCUMENTS. THE EXTRA COST OF UNANTIGIPATED REMOVAL WILL BE BASED ON THE UNIT EL. 12.0 FOR GON5TRUGTION (THIS DW6) ® APPROX. EL. ±12.0' EL. 12.0' W W COSTS PROVIDED WITH THE BASE BID. THE G05T OF UNANTIGIPATI_D LIME STABILIZATION `�` ={ 1 L OR OTHER SPECIAL TREATMENT WILL BE NEGOTIATED. ; :;+: ;..;,. 3-5 TON A STONE REVETMENT �':`", ••t . � 3-5 TON ARMOR STONE E--I O Z EL. 10.0' �"';` EL. 10.0' (4'0 - 4.15STONE,TP) SUB GRADE PREPARATION 5EGT1ON1 1 BLUFF PROFIL � N - 1 N `- N I� • � M! DEMOLITION RUBBLE AND SCALE: 1/4 I-0 EL. 8.0 PROP05M STONE REVETMENT SHALL EL. 8.0' CL 11l d) I. THE CONTRACTOR SHALL REMOVE ALL VEGETATION,SURPLUS SOIL, PROPOSED STONE REVETMENT„±q0 L.F. - OTHER UNDESIRABLE MATERIALS. 5UGH MATERIALS SHALL BE PROMPTLY HAULED FROM PP-OP05ED BEACH STAIR, 5EE DRAWING No.5 + `_ NOT ENCROACH ON EX15TINO BEACH THE 517E AND DI5PO5ED R OF IN ACCORDANCE IWITH GOVERNING LAWS AND CODES.THE PROP05ED REVETMENT, BLUFF STABILIZATION AND RENOURI5HMENT (TH15 DWG) (� L.F.PLUS I - ±10 L . RETLIRI� CONTRACTOR SHALL SHAPE THE SUB GRADE IN AGGORDANGE WITH THE 6RADIN6 PLAN, EL. 6.0' EL. 6.0' 3:TAKING INTO ACCOUNT THE THIGKNE55 OF THE PAVING SYSTEM. THE TOLERANCE OF THIS PROVIDE FILTER FABRIC AS SMIOWN, - - N ROUGH GRADING SHALL BE WITHIN 1/2 HIGH TO I LOW. DURING TH15 OPERATION THE ENCASE GORE STONE ALL 51DE5. USE CONTRACTOR SHALL NOTE ANY SOFT AREAS THAT BEGOME APPARENT AFTER TRAFFIC BY EL 4.0' US. FABRICS,P/N U5230 GON5TRUGTION EQUIPMENT AND LOADED TRUGK5. 5UGH SOFT AREAS SHALL BE REPORTED •• TO THE ENGINEER FOR DETERMINING THE METHOD OF TREATMENT REQUIRED, IF ANY. 2. MAINTAINING DRY 517E CONDITIONS: PROP. 50-100 LB GORE STONE (10" TO 13" - B.O. EXIST AND PROP. BLUR � W DURING PREPARATION OF THE SUB GRADE AND UNTIL THE PAVING 15 IN PLAGE,THE CONTRACTOR EL. 2.0' RIP RAP) TO BE PLACED ION AND AROUND ® APPROX. R . ±6.0' -, EL. 2.0' W I- 5HALL PROMPTLY TAKE REA50NA13LE MEA5URE5 TO OBTAIN AND TO MAINTAIN A DRY 51TE FILTER FABRIC TO PREVENT 5000RIN6. CONDITION.SUCH MEA5URE5 SHALL INCLUDE PUMPING OF FREE SURFACE WATER,MINOR _ - UNDI501L B.O. ARMOR STONE ® ±EL. I.8' O VID HAND AND/OR MACHINE 5HAPIN6 TO FAGILITATE WATER REMOVAL,AND OTHER OPERATIONS EL. .O' ENGINEER: TO SPEED DRYING. I 3. NATIVE 501E CAMPAGTION: B.O. EXCAVATION = ±EL.00 0F NEU � COHESIVE AND COHE51ONLE55 NATIVE 501L SHALL BE GOMPAGTI=D TO 95% AND 100% OF THE APPROX. 14' (±I') PROPOSED TOE STONE FOR P�� �N - OPTIMUM DEN5ITY,RE5PEGTIVELY,PRIOR TO PLACEMENT OF FILL. 4. FILL 5ELEGTION AND COMPACTION: CAPSTONE PROTECTION THE M05T G05T EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE U5ED: -SAND-GRAVEL MIX(1.5 TO 3% FINES< 0.02 MM AND GBR> Il), > CrLU r > ,y w n �E �)' -GRAVELY SOIL(3 TO 6% FINES< 0.02 MM AND GBR 8), -SANDY SOILS(3 TO b% FINES<0.02 MM AND GBR>8), t2�Fp 073 ,9'3 `�,, p�ESS\0�� -51LTY GRAVELY SOILS(6 TO 10% FINES<0.02 IMM AND GBR>6), -SILTY SANDY SOILS(6 TO 15% FINES<0.02 MM AND GBR> 8), FILL, RE-VEC ETATI ON AND TERRAG I NC 5GOPE OF NORK: -CLAYEY GRAVEL SOILS (OVER 2095 FINES<0.02 MM AND GBR> 5), JEFFREY 01= �V�NTS NOTES: EXISTING SHRUBS, STONE REVETMENT. � � T. BUTLER,P.E. -CLAYEY SANDY 501L(OVER 20%FINES<0.02 MM AND GBR>5), I.NO RE VEGETATION OR TERRACING INSTALLATION 5HALL OCCUR UNTIL � TO REMAIN 5.THE ENGINEER RESERVES THE RIGHT TO HAVE 501E TE5T5 PERFORMED TO CONFIRM THE �� BLUFF RENOURISHMENT AND STABILIZATION: STAIRWAY CONSTRUCTION IS COMPLETE. o SUITABILITY OF ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD AND COMPACT THE PLANTI NC 5GHEDULE I. CONSTRUCT PROP05ED STONE REVETMENT ±q0 L.F.(±8o' L.F. P'LL15 FILL MATERIAL IN 6 INCH MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO q5% OF A.FIRSTLY - INSTALL STAIRWAY C� EXISTING BLUFF FACE _ I - ±10 L.F. RETURN) CONSTRUCTION OF THE REVETMENT A5 FOLLOW5: CD THE OPTIMUM DENSITY. COMPACTION SHALL BE AGGOMPL15HED AT NO LE55 THAN OPTIMUM B.SECONDLY- INSTALL r- G.THIRDLY - FILL TERRACE AND PLANT {v PROP05ED 6RA55 AREA (MIX OF AMMOPHILA BREVILIGULATA) BEACH 6RA55 A. THE FIRST ROW OF ARMOR STONE WILL BE INSTALLED BEDOW THE O Ir- MOISTURE CONTENT M TO 2% WETTER. OPTIMUM DENSITY AND OPTIMUM MOISTURE CONTENT ,_ f \ 6ULLIE-5 LANDWARD OF TOE OF BLUFF 2-3 COLUMNS PER PLANTING HOLE 12" O.G MAX. WITH PANICUM VIR6ATUM) EXISTING GRADE ON A BED OF 50-100 LB GORE STONE, ±1' IN DEPTH 0 }- � SHALL BE AS DETERMINED BY ASTM DI551. NO RUBBLE.TRASH,BOULDERS,OR OTHER t. LARGE ERODED AREA'S' SHALL BE FILLED AND GRADED TO THE SWITCH GRASS AT 2'-O" O.G. 2 GAL. GONTAINMI. (MIN) AND UNDERLAIN WITH FILTI=R GLOTN. THE ARMOR STONE5 WILL (3� Z }- OEBRI5 WILL BE ALLOWED A5 FILL MATERIAL IN ANY U5A6E. ERODED AREAS MUST BE FILLED TO NATURAL GRADE PRIOR TO ,°<:= }:. 6. FOR UNSTABLE SOILS WITH LE55 THAN 250 P5F COHESION OR ULTIMATE BEARING GAPAGITY _.�'. ~ , INSTALLING TERRACING AND PLANTING •,:�•-,+.���;; LE1/EI_. OF ADJAG:ENT BLUFF FAGS � BE INSTALLED AT THE BASE OF THE EXISTING BLUFF TWO STONES O � OF LE55 THAN 500 P5F,6EOTEXTILE FABRIC SHALL BE INSTALLED IN ALL UTILITY AND rr. AREAS W/ELEVATIONS AT OR NEAR NATURAL GRADE: �;:.:� REINFORCE BY TERRAGIN6 AND DEEP AND ONE STONE HIGH,A5 DEPICTED IN SECTION 'A' (51-17 2). Q 3 Q :,s:.� PROPOSED NORTHERN BAYBERRY BUSH (MYRICA PENSYLVANIGA) TO BE PIPING TRENCHES AND TANKHOLE5 TO REDUCE MIGRATION OF FINE-GRAINED 501E AND PREP AREA,FILL, INSTALL TERRACING AND PLANT > t,. PLANTING W/APPROPRIATE NATIVE PLANTED AT A MINIMUM 3 FOOT ON CENTER (3 GALLON CONTAINER). INCLUDING THE BED OF GORE STONE,THE BASE OF Tl� STRUCTURE ),I.,I SEPARATE DISSIMILAR FILL MATERIALS.THE GEOTEXTILE MATERIAL SHALL OVERLAP 2.NO FILL SHALL BE TAKEN FROM THE SURROUNDING BEACH OR BLUFF ,-;: VEGETATION. AND R WILL EXTEND APPROXIMATELY t6.O' BELOW THE GRADE® TOE OF I- } ..c;.t:.s.• ADJACENT 6EOTEXTILE MATERIAL BY A MINIMUM OF 12" A5 NEGE55ARY TO COVER THE FSE -•~, PROP05ED BLUFF FACE BLS Q v '� Z O r•'.:-Z w INTENDED AREA. 6EOTEXTILE FABRIC SHALL BE C7TF130EX,TYPAR 3401,6TF150EX,OR 3. PROVIDE GLEAN SANDY FILL OBTAINED FROM EXCAVATION PREFORMED `;, PROPOSED BEACH ROSE BUSH (ROSA VIR6INIANA) TO BE PLANTED AT B. THE SECOND ROW OF ARMOR STONE WILL BE INSTALLED TWO 5TONE-5 Z IX TYPAR 3601 A5 MARKETED BY EXXON CHEMICAL AT I-800-54-EXXON. DURING PREPARATION FOR REVETMENT INSTALLATION FOR THE t.•� A MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). DEEP AND ONE STONE HIGH ON TOP OF THE SUB-GRADE BASE 0 � � i < CE `'' Q-+ - _��'. 0 D BEACH UJ 1.BAGKFILLING TANKHOLE5,ETC.: PURPOSE OF RESTORING BLUFF'S SURFACE ELEV. TO NATURAL GRADE =_ O BE PLANTED AND DESCRIBED IN ITEM A ABOVE. THE ARMOR STONE WILL BE PLACED Q , US BACKFILL FOR ANY EXISTING TANKHOLE5 SHALL MEET THE REQUIREMENTS OF TH15 SECTION. (FOR QUANTITIE5 SEE 'BILL OF MATERIAL',5HT 1). ' ::; �� t. TED IN PP-OP05ED BEACH PLUM BU5H (PRUNUS MARITIMA) TO BE PLANTED AT A AND 5HAPED 50 THAT THE TOE OF THE SLOPE DOE5 NOT EXTEND ll1 Q < LIKEWISE,BAGKFILL FOR OTHER HOLES LEFT BY REMOVAL OF SWIMMING POOLS, 4.GULLIES OR LOW POINTS WITHIN THE AREA OF WORK SHALL BE FILLED TERRACING: ""� N } (�LE MINIMUM 3 FOOT ON CENTER (3 GALLON CONTAINER). SEAWARD OF THE EXISTING TOE OF BLUFF AND T{ STRUCTURE ODES } USE 2x2x4' LONG UNTREATED DOUGLAS FIR WOOD '== NOT ENCROACH ON THE EXISTING BEACH. jZ/ < O BA5EMENT5,M.SHALL COMPLY WITH THIS SECTION ALSO. AND GRADED TO THE LEVEL OF THE ADJACENT BLUFF FACE (THE STAKES W/2xb DOUGLAS FIR PLANKS SECURED TO `., ( E PLANTING DETAIL,THIS DWG) G. THE FINAL ROW OF ARMOR STONE WILL BE INSTALLED ONE STONE 8.BAGKFILLING TRENCHES: NATURAL GRADE). ` . ,, - BAGKFIH FOR UTILITY TRENGHE5 SHALL BE WELL-GRADED,GLEAN,FRESHWATER SAND, 5. WORK WITHIN DESIGNATED AREA OF WORK,CONTRACTOR TO ATTEND TO STAKES (MIN b'-0" OG). INSTALL TERRACING _ DEEP AND ONE STONE HIGH ON TOP OF THE PARTIALLY EXPOSEDCi LU FREE OF SILT AND CLAY PARTICLES.BAGKFILLIIN6 SHALL OGCUR IMMEDIATELY AFTER THE DISTURBED,WASHED OUT AREAS WITH EXTRA CARE. PERPENDIGULAR TO DOWNWARD SLOPE. SECURE PROPOSED NEW /BUSH BASE DE5GRIBED IN 'ITEM B'ABOVE FOR A TOTAL HEIGHT OF - 2xb PLANKS TO ADJACENT PLANKS ALON LINE OR GONDUIT 15 IN PLAGE TO PRECLUDE CAVING OF THE TRENCH 510E5. PRIOR TO 6. APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. G N APPROXIMATELY ±6.0ABOVE GRADE. THE BANK WILL BE GRADED } PER PLANTING SCHEDULE PRUNE I/8 OF LEAF AREA BUT INSTALLATION OF THE LINE OR CONDUIT,A 4 INCH CUSHION OF 5AN0 SHALL BE PROVIDED. 1. TO APPLY FILL: HORIZONTAL PLANE. (SEE 5HT 3), MIN 3b' O.G. RETAIN NATURAL FORM AND THE ARMOR WILL BE SHAPED 50 THAT THE TOE OF THE SLOPE w � � V V O Cn q. AREAS OUTSIDE THE PAVING 5iALL BE FILLED AND COMPACTED A5 NEGE55ARY WITH 501L A. WORK HORIZONTALLY AGRO55 BLUFF FAGE,LIMIT THE WORK AREA DOES NOT EXTEND SEAWARD OF THE EXISTING TOE OF BLUFF AND CL n COMPLYING WITH TH15 SECTION. EXCEPT THE TOP'6 INGHE5 SHALL BE NATIVE TOP501L TO 3-4 FT OF VERTICAL SURFACE AREA AT A TIME.CONTRACTOR TIMBER TERRAGE RET•AININO WALL SPRAY WITH WILT-PROOF THE STRUCTURE DOES NOT ENCROACH ON THE EXISTING BEACH. THE O O 0 m SUITABLE FOR 6RA55. AREAS REQUIRING GUT 51HALL AL50 BE PROVIDED WITH b INGHES SHALL APPLY FILL IN 12" LIFTS,TAMP BETWEEN LIFTS. AGGORDIN6 TO MFG'S INSTRUCTIONS STONES AND BANK WILL AGAIN BE SHAPED,GRADED AND FILLED AS a LL - OF NATIVE TOP501L FOR 6RA55. FIN15H GRADE FOR THESE AREAS SHALL BE I INGH b. ONCE NATURAL 6RADE 15 ACHIEVED WITHIN THE SMALL WORK AREA AND PLANTING DETAIL NEEDED TO ENSURE A STABLE SLOPE FOR THE BLUFF FAGE. U) BELOW TOP OF CURB. AREAS SHALL BE SLOPED TO DRAIN AT A MAXIMUM OF 4:1 UNLE55 PLANT PROP05ED VEGETATION AND INSTALL TERRACING BEFORE \`y� IF FOLIAGE 15 PRESENT U) •: SCALE: NONE D. REVETMENT STONES AT THE FOOT OF THE PROPOSED BEACH STAIR O � OTHERWISE INDICATED ON THE 51TE OR 6RADINO PLAN. MOVING DOWN TO THE NEXT VERTICAL SURFACE AREA. SHALL BE PLACED SHAPED AND WORKED TO CREATE 'STDINE STEP5' � CV O O •• GROUND LINE TO BE SAME A5 AT LT z uj 10.COMPACTION TESTING: q. ANY EX15TIN6 VE6ETATION SHALL REMAIN IN PLACE.DELIBERATE CARE FROM THE STAIR BASE PLATFORM TO GRADE AT THE BOTTOM OF - THE EN6INEER WILL ENGAGE AN II�PENDENT TE5TIIN6 LABORATORY TO PERFORM(1)A SHALL BE TAKEN NOT TO DISTURB ROOT BASE OF EXISTING PLANTS. T} NURSERY BLUFF. ~ STANDARD PROGTOR TEST(ASTM 01551) ON THE.FILL MATERIAL(OR NATIVE 50IL PROCTOR 10. ANY DEAD VEGETATION SHALL BE GUT ® GRADE AND REMOVED FROM ESTABLISHED VEGETATION 2. ALL 015TUR13ED AND BARE AREAS OF THE BLUFF FAGE FROM TOP OF 0 Q TEST(ASTM D1551) ON THE FILL MATERIAL(OR NATIVE 501L IF NO FILL 15 U5E0) AT LEAST BLUFF FACE. TERRAGINC 5GHEEME OR BLUFF TO TOE OF BLUFF WILL BE PLANTED WITH APPROVED NATIVE O MEANS OF 5TABILIZATION v 12 HOURS BEFORE THE CONTRACTOR INITIATES GOMPAGTION AND(2) A NUCLEAR DENSITY NOTE: LEAVE ROOTS INTACT BELOW GRADE. VEGETATION. SEE PLANTING 5GHEDULE AND DETAIL (THIS DWG) FOR 11. ANY UPROOTED TREES ETC. SHALL BE REMOVED FROM BLUFF FAGE. TERRACE SLOPE ACCORDING TO SGH.BELOW: IS MIN. FOR PLANTS (PLANTED GRASSES AND/OR TERRACING) APPROVED PLANTINGS AND PLANTING INSTRUCTIONS. THE PLANTING GAUGE (ASTM 02g22 AND A5TM 03011) OR 5AND GONE(ASTM 01556) TEST AT A MINIMUM UP TO 4' HIGH,20' MIN. OF THREE RANDOMLY SELEGTI=D LOCATIONS TO MEASURE THE DEGREE OF GOMPAGTION OF 12.SEE 'PLANTING SCHEDULE', 'TYPICAL SHRUB PLANTING DETAIL, ROPES OF 1:3 FOR PLANTS OVER 4'h REMOVE BURLAP FROM TOP OF WILL BE MAINTAINED UNTIL THE VEGETATION 15 SUGGE55FULLY THE SURFACE SUSGRADE. IF THE RESULTS FROM THIS TEST FOR THE FILL OR NATIVE 501E 'TERRACING 5GHEDULE' AND 'TIMBER TERRACE RETAINING WALL AND SLOPES OF 1:2 5LOPE5 OF 1:1 OR GREATER ESTABLISHED (MONITORED OVER 3 6ROWIN6 5EA50%). THE NOT MEET U EXCEED THE DEGREE OF ROM TH15 T SPECIFIED IN THIS SECTION THE PLANTING DETAIL' TH15 DWG. TERRAGIN6 TO BE INSTALLED AT TERRACING TO BE INSTALLED AT TERRACING TO BE INSTALLED AT 6 MIN BALL 6'O.G.5PAGIN6 1 3. ALL DISTURBED AND BARE AREAS OF THE BLUFF FAGE FROM TOP OF P A G-7 E : G05T OF TESTING WILL BE DEDUCTED FROM THE CONTRACT AMOUNT,AND THE TESTING(2) 13. GONTINUE PROCEDURE UNTIL PROPOSED AREA OF WORK 15 COMPLETED. 3 O.G.5PAGIN6 I O.G.5PAGIN6 BACKFILL WITH TOPSOIL PEAT- M055 BLUFF TO 10' LANDWARD OF REVETMENT WILL BE TERRACED PER WILL BE REPEATED. 3:1 RATIO BY VOLUME IN Q' TERRACING 5GHEDULE AND DETAIL (THIS DWG). NOTE: 4. 5EE DRAWING No.1 FOR REQUIRED MATERIALS AND QUANTITIE5.�~._-.__ 11. THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY 5Y5TEM IN ACCORDANCE WITH THE 1 1 0 TYPIGAL 5HRUB LAYER5-WATER EACH LAYER UNTIL - - 5TANDARD5 OF THE 5.GD.H5. CONTRACTOR 15 IRE5PON515LE FOR ALL INSPECTIONS AND ALL PLANTED VEGETATION WILL REQUIRE 1 SETTLED. DO NOT TAMP !. SIGN-OFF OF SAME. 3 _ 2 1 PLANTI NC DETAIL NY50EG APPL I GATI ON No. 12.CONTRACTOR 15 RE5PON51BLE FOR HAVING THE PROPANE TANK PUMPED OUT AND MONITORING OVER 3 GROWING SEASONS. b' FOR PLANTS UP TO 4' HIGH a" CERTIFIED A5 EMPTY PRIOR TO RELOCATION. N.T.S. FOR PLANTS OVER 4'HIGH i la hY I2019 iof 5 FIBER6LA55 GRATE BENCH BY C ENERAL NOTE5 BEAGH AGGE55 5TA I R5 - MGNIGHOL5 I-877-884-4653 I. GONTRAGTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE 51TE PRIOR TO 5TARTING OF PROPOSED 5GOPE OF HORK: %4'x6" TOP RAIL (wwwmcnichols.com) OR TREX WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK REVETMENT, SEE DWG Not BENCH AT LOCATIONS NOTED ON BEACH AGREE WITH SAME. FOR ADDITIONAL INFO. L CONSTRUCT A t70'L6 SET OF STAIRS, INGLUDIN6(1) 4'Wxt4'L6 ENTRY STAIR PLAN (MIS DWG) 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE RE51DENTIAL CODE (IRG 2015) AND ALL STAIR,(1) 10'x10' ENTRY PLATFORM,(1) 4'Wxt2O' L6 STAIR,(1) 44-x8' RULES AND RE6ULATION5 OF THE TOWN OF SOUTHOLD,PER 'BEAGH ACCESS STAIRS -5GOPE OF PLATFORM W/BENCH,4'WxtlO' LG 5TAIR,0) 4-x5' PLATFORM,(1) 4'x15' LG TREADS AND PLATFORMS TO BE GL05E WORK',AND INFORMATION PROVIDED (THIS DWG) AND ALL RULES AND RE6ULATION5 OF THE TOWN PROP05ED STAIR,(1) 5-x6' PLATFORM,4'Wx14'L6 STAIR,(1) 4W4' BA5E LANDING AND MESH BAR GRATING BY McNIGHOLS OF 50UTHOID. ARMOR STONE 5TEP5 TO BEACH ARMOR STONE STEPS TO BEACH. 2"x4' GGA MID RAIL 1-877-884-4653 (wwwmcnlc.hols.com) 3. IF IN THE COURSE OF CONSTRUCTION A GONDITION EXISTS WHICH D15AC-REE5 WITH THAT A5 A. MATERIALS TO BE USED (STAIR,U.O.N): INDICATED ON THESE PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. \ I. 2x12 5TRIN6ER5 SHOULD HE FAIL TO FOLLOW THIS PROCEDURE,AND CONTINUE WITH THE WORK,HE SHALL ASSUME 2.2xIO TREADS ALL RESPONSIBILITY AND LIABILITY ARI5ING THEREFROM. 3. 2x4 CLEATS USE: 4. 6RADIN6 AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO INTO EXI5TIN6 SLOPE. 4.4x6 POSTS 5TAINLE55 STEEL 2"xb" GGA 0 16" O.G. 5. ALL FOOTINGS SHALL.. BEAR ON W15TURBED 501L WITH A MINIMUM 501L PRESSURE OF 2 TONS 5. 2x6 TOP RAIL 6. 2x4 MID RAIL HURRICANE CLIPS TYP. PER 50.FT. AND SHALL HAVE A MINIMUM OF 6-0" OF COVER. Ll V (1) 4.0'x4.°' AT ALL CONNECTIONS b. DE516N TIMBER 5TRE55 - DOU6LA5 FIR ,NO. 2 GRADE FB = 825 P51,E = 1,200,000 P51. BASE LANDING B. MATERIALS TO BE USED (PLATFORMS,UD N): 7. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. THE I. 2x6 FLOOR JOISTS ENGINEER HAS NOT BEEN RETAINED FOR ON 51TE IN5PEGTION5 AND/OR OBSERVATIONS OF THE o 2. 2x6 DEGKIN6 BEACH GRA55 "t- 2. ALL HARDWARE To BE GALVANIZED. PLANTINGS (TYPICAL) CONSTRUCTION. %4"xb" TDP RAIL 8. ALL METAL J015T HANGERS AND OTHER METAL CONNECTORS REQUIRED SHALL BE TECO ❑ �\ 3. ALL LUMBER TO BE GGA OR SIMILAR U.O.N. GONNEGTOR5" AND OF 5TAINLE55 STEEL MATERIAL OR EQUAL AND SHALL BE CAPA13L.E OF _ v 4.5EE FILL,RE VE6ETATION AND TERRACING SEQUENCE OF EVENTS NOTES HANDLING LOADS® CONNECTION POINTS. INSTALLATIONS SHALL BE IN STRICT CONFORMANCE ' (SEE DW6 Not) 2"x12" GGA WITH MANUFAGTURER5 5PEGIFI6ATI0N5 AND RECOMMENDATIONS. �� o ® RIINIbNO.C� " q. ALL HARDWARE SHALL BE 6ALVANIZED,U.O.N. * �, 10. ALL LUMBER SHALL BE GGA NON). USE (4) bxb WD PILES 2"x4" GGA MID RAIL 11. ALL P05T AND DECK HARDWARE SHALL BE 5TAINLE55 STEEL. IN AG(ORDANGE WITH A5TM A153. PLATFORMSMNDINGS NYS S BU I LD I NO GODS 12. HANDRAILS,TREADS AND PLATFORM SURFACES TO BE BUILT WITH MATERIAL SPECIFIED IN BUILT OVER REVETMENT 5EGTION RR314 5TAIR 'GON5TRUGTION DETAIL',THI5 0116. J LJ STAIRWAYS 171-0" O.G. 13. NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEI6HBORIN6 PROPERTIES OR SEAWARD OF D PROPOSED BULKHEAD (I) 5.0'x60' 5EGTION RR31455EGTION RR314.2 TREADS AND RISERS.THE MAXIMUM R15ER HE16HT �i14. 5E E DEMOLITION AND COMPACTION (DWG NotIL) NOTES PRIOR TO COMMENCEMENT OF WORK. LANDING O 2"xb' GGA ® I6" O.G. SHALL BE 8-I/4 INCHES(20q MM) AND THE MINIMUM TREAD DEPTH SNABE q INCHES 8 15. THERE ARE NO VE6ETATED TIDAL WETLANDS ON THE SITE. (22q MM). THE R15ER HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN LEADING 45 A > EDC-E5 OF THE ADJACENT TREADS.THE TREAD DC-PTH SHALL BE MEASURED " � \U 61RDER(TYP) �] - HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF P05T5 TO EXTEND 6-O / ADJACENT'TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADIN6 E06E. THE BELOW UNDI5TURBED 501L / WALKING SURFACE OF TREADS AND LANDINGS OF A 5TAIRWAY SHALL BE SLOPED NO (MINIMUM) '. ill STEEPER THAN ONE UNIT VERTICAL IN 4b UNITS HORIZONTAL(2-PERGENT SLOPE). THE ,CO, U 6REATE-5T R15ER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE \, \ 4'X6" GGA SMALLEST BY MORE THAN 3/8 INCH (615 MM).THE 6RFATE5T TREAD DEPTH WITHIN POSTS(TYP) v ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE 5MALLE5T BY MORE THAN 3/8 INCH ±4q' (61.5 MM). SECTION RR315 (1) 4.0'x5.0' HANDRAILS PLATFORM (1) 4.0'x8.0' SECTION RR315.1 HANDRAIL5. HANDRAIL5 HAVING MINIMUM AND MAXIMUM HEIGHTS OF GON5TRUGTI ON DETAIL PLATFORM W/BENCH 34 INCHES AND 3& INCHES(564 MM AND q65 MM),RESPECTIVELY,MFA51LIRED NOT TO SCALE FROM THE N051NG of THE TREADS,SHALL BE PROVIDED ON AT LEAST v - / ONE 51DE OF STAIRWAYS. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL O 0 LENGTH OF THE STAIRS WITH TWO OR MORE RISERS FROM A POINT DIRECTLY ABOVE PROPOSED 10'x10' WD 120' - THE TOP R15ER OF A FL16HT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF = T" ±4' ACCESS PLATFORM THE FLIGHT.ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR AREA: ±100 50.FT. +�O T( �-� SAFETY TERMINALS. HANDRAILS ADJACENT TO A WAM SHALL HAVE A SPACE OF V F _ p^ROP NOT LE55 THAN 1.5 INGHE5(38 MM) BETWEEN THE WALL AND THE HANDRAIL. p"t O m PROP05ED RR3152 HANDRAIL GRIP SIZE.ALL REQUIRED HANDRAILS SHALL BE OF ONE �- X REVETMENT RETURN,SEE DWG Not OF THE FOLLOWING TYPE5 OR PROVIDE EQUIVALENT 6RA5PABILITY. < FOR ADDITIONAL INFO. LU LL TYPE I. HANDRAIL5 WITH A CIRCULAR GRO55 SECTION SHALL HAVE AN OUT5IDE X Z DIAMETER OF AT LEAST 1-1/4 INCHES(32 MM) AND NOT GREATER THAN 2 INCHES NI Q Q MM). IF THE HANDRAIL 15 NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION j p PROP05ED 10'x10' WD o o BEAGH AGGE55 5TAIR PLAN OF AT LEAST 4 INCHES(102 MM)AND NOT 6REATER THAN 6-1/4 INCHES(160 MM) US J) AGGE55 PLATFORM TO z5GALE: N.T5. WITH A MAXIMUM GRO55 SECTION DIMENSION OF 2-1/4 INCHES(57 MM). LU Z STAIR AT TOP OF BLUFF � o 11. W_ 0 0 ° ±4' AREA: t100 SQ.FT. w o TYPE 11. HANDRAIL5 WITH A PERIMETER 6REATER THAN 6-1/4 INCHES(160 MM) SHALL O PROVIDE A C-RA5PABLE FINGER RECESS AREA ON BOTH 51DE5 OF THE PROFILE. N THE FINGER REGE55 SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH (Iq MM)MFA5URED z0 PROPOSED 4' WIDE ENTRY STAIR VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH w (() W/RAILING TO GORE(BEYOND) OF AT LEAST 5/16 INGH(S MM) WITHIN 7/5 INCH BELOW THE WIDEST PORTION OF THE s0. �T PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH(10 MM)FROPOSM -r � � Q � 4'WIDE STAIR("TYPIGAIa TO A LEVEL THAT 15 NOT LE55 THAN 1-3/4 INCHES(45 MM) BELOW THE TALLEST � 1-+-•1 -L < MRPORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE W LU Ir- N :g � ¢ 10.4- RECESS SHALL BE 1-1/4 INCHES(32 MM) TO A MAXIMUM OF 2-3/4 INCHES(10 MM). 1---� EX. DWELLING < � R � � @R0P05EU WOOD STAIR TO BEACH: SEE 'GONSTRUGTION DETAIL' FOR EDGE5 5HALL HAVE A MINIMUM RADIU5 OF 0.01 INCH(025 MM). APPROX. 4'W x 110' ADDITIONAL INFORMATION AND ENGINEER: = EL. 40.0' PROPOSED LOCATION. 5� DWG No.l FOR DIMEN51ONAL REQUIREMENTS. (MIS DWG) STAIR LANDIN6/PLATFO>?145): ��OF N ® EL. 38.0 USE 2xb JOISTS,%4 x b DEGKIN6 PROPOSED STAIRS AND HANDRAIL FOR LANDIN6/PLATFORM(5) LOCATED OVER PROPOSEDY WT O'p (SEE 6ENERAL NOTES,No.q AND 10) TO CODE - SEE NOTES,THIS SHEET STONE REVETMENT SHALL BE PLACED APPROX. 3' LANDWARD OF THE BOTTOM OF SLOPE EL. 36.0' PROP05ED USE: 4 m c w WD. PLATFORM W/ (4) b"xb" GGA P05T5 W/(2) 2"xlO" GGA CARDERS, BENCH (FOREGROUND) 2"x8" GGA JOISTS 9 16" O.G. EL. 34.0' 51< AWED,PARALLEL TO FIN15H DEGKIN6 PER 'GON5TRUGTION DETAIL' OA �3 II� PROPERTY LINE PROPOSED ESS1C� 4'W 5TAIR,SKEWED, _ JEFF REY BUTt_ER,P.E. EL. 32.0' PARALLEL TO PROPERTY LINEu p EL. 30.0' Ce 2x80 TREADS,2xI2 5TRIN6ER5, O O (� 4x6 POSTS,2x4 CLEATS W T.O.WOOD LANDING ® env.t2bS' N n, O EL. 28.0' 2x6 TOP RAIL,AND 2x4 MID RAIL :`.t:.;. g ZLL SLOPE LANDWARD OF STONE REVETMENT w EL. 26.0 SHALL BE STABILIZED BY 6RADIN6, TERRAGIN6,FILLING AND PLANTING A5 ' C!1 Q O W NOTED IN PARTIAL 517E PLAN,DWG No.l. PROPOSED !1J ~ Z Q EL. 24.0' SEE DWG No.2 FOR RESTORATION AND 4'x5'WD. L.ANDIN6 IV) On - RE-NOL R15HMENT REQUIREMENTS PROPOSED SKEWED, PARALLEL TO PROPERTY LINE w 1ZL! o < Q U l - I� LL EL. 22.0' 4'W STAIR SKBED, (ABEYOND) TA.WOOD LANDING® ELEV.122.1' U (] , 111 Q 0- RALLEL `./ � RE-VEGETATE D15TURBED AREAS TO PROPERTY LINE PROPOSED Z LU Q EL. 20.0' AT GONGLU51ON OF STAIR GON5T., ►�•� SEE PLANTING SCHEDULE. 5'xb' WD. LANDING, (3EYOND) H+-I 1 9 tiT PARALLFI TO PROPOSED REVETMENT Q U Q ILI •- o EL. 18.0' D(BEYOND W } � O N T.O.WOOD LANDING® ELEV.t16B' v (� 0 o O m www.dignetnycli.com EL. 16.0' 5TAIR P05T AT : �/ ±31 OL of 0 YQFT Cify or STAIR AND REVETMENT CONTRACTOR SHALL PROP05ED 4'x4' WD. BASE LANDING w is) LL - o www.ca11811.com COORDINATE REGARDING STAIR POST LOG. (BEYOND),LOG. PARALLEL To N (for other states) EL. 14.0' PRIOR TO ARMOR STONE INSTALLATION. v PROP05ED REVETMENT ATOP OF O O (BEYOND) PROPOSED ARMOR STONE 5TEP5 T.O. PROP. lu Z BOO-212-4480 811 � STONE REVETMENT Q a EL. 12.0' ,:; / r- TA.WOOD BASE PLTFRM® ELEV.112.7 ® APPROX. EL. 112.0' EL. 12.0' Z Q < By law,excavators and contractors working in the For safety reasons,homeowners are strongly T PROPOSED REVETMENT STONES AT AND Z l ;. ii. ;'/ AROUND BEAGH AGGE55 STAIRS. PLACE a five boroughs of New York City and Nassau and encouraged to call as well when planning any EL. 10.0 / ' Suffolk Counties on Long Island must contact type of digging on their property. Homeowners j; / .-; t>:•;_;: i; <_;t:, SHAPE AND WORK ARMOR STONE TO EL. 10.0 - DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by / i REVETMENT / v CREATE 'STONE STEPS'.LAY STONES FROM --- t but no more than 10 working days(excluding calling 811,the national call before you dig _ STAIR BASE PLATFORM To 6RADE AT weekends and legal holidays)prior to beginning number. For excavation work completed on EL. 8.0' ;SHOWN BEYOND/.�i -s, .nom SLOPE(EL. 146'), SHAPE SURROUNDING EL. 8.0' _, ; PAGE : any mechanized digging or excavation work to personal property, it is the contractor's SECTIONB ' STONE STEPS43. ensure underground lines are marked. responsibility-NOT the homeowner's-to contact ' / - STONE TO HELP GUARD BEACH STAIR Excavators and contractors can also submit Di Net. Navin utility lines marked riorto - STRUCTURE FROM HAVE ACTION. MAY 1 3 g g ty p PROP05ED BEACH 5TAIR PROFILE EL. b.0' / = : ' „�. / EL. b.0' 2019 { locate requests online,through ITIC. If you do not digging is free of charge. / 15.5 currently use ITIC,please call 1-800-524-7603 SCALE: N.T. for more information. EL.4.0' �j' / EX. d PROP B.0.13LLFF®EL.t4b' SCALE: - APFfROX.DIST.TO MA.W.L. = 1125'