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HomeMy WebLinkAbout1000-135.-1-7 OFFICE LOCATION: ®�®F so�� MAILING ADDRESS: Town Hall Annex ® P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ® �®� Telephone: 631 765-1938 Southold, NY 11971 C®ur ,� 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: November 9, 2022 Re: LWRP Coastal Consistency Review for RACHEL LEVIN MURPHY SCTM# 1000-135-1-7 En-Consultants on behalf of RACHEL LEVIN MURPHY requests a Wetland Permit and a Coastal Erosion Permit to construct approximately 201 linear feet of steel bulkhead with a 12' easterly return in place of existing 133 linear feet of fiberglass bulkhead and approximately 69 linear foot portion of existing ±73 linear foot concrete seawall; install reinforced concrete anchor at property line on landward side of±4' portion of concrete seawall to remain; remove existing concrete steps to beach; backfill with approximately 50 cubic yards of clean sandy fill to be trucked in from an approved upland source; construct 4'x43' wood boardwalk between existing stone steps down embankment and proposed 4'x6' wood landing and 2' wide retractable stair to beach; maintain 10 foot wide Non-Turf Buffer (sand and/or gravel "splash pad"), along landward side of new bulkhead; and restore disturbed portions of naturally vegetated embankment with native grasses as needed. Located: 21695 Soundview Avenue, Southold. SCTM# 1000-135-1-7 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 proposal is CONSISTENT with LWRP Policies and with the LWRP. 1. Consider integrating the splash pad along the entire length of the bulkhead in the design to prevent erosion during high-energy storm events. 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: Honorable Lori Hulse, Attorney 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 nifg scant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION RECEIVED_ SCTM# 135 - 1 _ 7 NOV 10 2022 PROJECT NAME Rachel Levin Murphy Planning Board The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) El (c) Permit, approval, license, certification: Nature and extent of action: Construct approximately 201 if of steel bulkhead(with a 12'easterly return)in place of existing 133 if fiberglass bulkhead and approximately 691f portion of existing+/-73 if concrete seawall;install reinforced concrete anchor at property line on landward side of +/-4'portion of concrete seawall to remain;remove existing concrete steps to beach;backfill with approximately 50 cy of clean sandy fill to be trucked in from an approved upland source;construct 4'x 43'wood boardwalk between existing stone steps down embankment and proposed 4'x 6'wood landing and 2'wide retractable stair to beach;maintain 10-foot non-turf buffer(sand and/or gravel"splash pad")along landward side of new bulkhead;and restore disturbed portions of naturally vegetated embankment with native grasses,as needed,all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated September 16,2022. Location of action: 21695 Soundview Avenue, Southold Site acreage: 44,014 sf Present land use: Residential,single family dwelling 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: Rachel Levin Murphy (b) Mailing address: 11220 Soundview Avenue\ Southold,NY 11971 (c) Telephone number: Area Code 516-885-8931 (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? USAGE,NYSDEC,NYSDOS 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 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 1:1 No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III- Policies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable --SEE ATTACHED ADDENDUM-- 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 LWRP CONSISTENCY ASSESSMENT FORINT ADDENDUM FOR RACHEL LEVIN MURPHY 21695 SOUNDVIEW AVENUE SOUTHOLD,NY SCTM#1000-135-1-7 Policy 4 For the purpose of maintaining the property's historical method of protection against erosion and flooding, the project proposes to construct a steel bulkhead in place of a concrete seawall that was constructed prior to 1977 and a fiberglass bulkhead that was constructed in place of a previously existing timber bulkhead pursuant to Town wetlands and coastal erosion management permits 7204 & 7204C in 2009. There is no viable non-structural alternative means of maintaining and protecting the upland portion of the property in its current location; and without maintenance of the bulkhead, the subject and adjacent properties would be exposed to severe flooding and erosion damage. A replacement of the existing structures with a steel bulkhead is proposed in response to the signs of growing damage to the more than 45-year old concrete seawall and the wave damage sustained by the fiberglass bulkhead in less than 15 years. The steel wall is designed in accordance with generally accepted engineering principles and is intended to provide long term shoreline stabilization by withstanding inundation, wave impacts, weathering and other effects of storm conditions for a minimum of 30 years. A reinforced concrete anchor will be installed on the landward side of the remaining portion of concrete seawall at the east property line to stabilize the proposed wall's connection to the existing; and a retractable "flip-up" stair will provide access to the beach, thus avoiding the possibility of a fixed stair being destroyed and cast along the shoreline. Thus, consistent with Policy 4, the project will maintain the historically stabilized shoreline condition to minimize the loss of life, structures, and natural resources without causing a measurable increase in erosion at the site or adjacent properties or result in any other adverse impacts on adjacent properties or natural coastal processes and resources. The proposed bulkhead will consist of steel sheathing;the existing concrete bulkhead will be removed;a non-turf buffer will continue to be maintained adjacent to the reconstructed bulkhead; and any disturbed portions of the naturally vegetated bank will be revegetated with native grasses upon completion of construction,thus ensuring the protection and restoration of the quality and function of the adjacent Long Island Sound shoreline ecosystem. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP'Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ 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 Management Specialist DATESept.20,2022 Robert E.Hefrrfiann Amended on 811105 RACHEL LEVIN MURPHY,21695 SOUNDVIEW AVENUE,SOUTHOLD r—, Figure 1. Looking southeast at+69'concrete seawall to be removed and replaced(in-place) with steel bulkhead; and at existing concrete steps to be beach to be removed. i gg Figure 2. Looking southwest at+69'concrete seawall(left)and+133'fiberglass bulkhead(right)to be removed and replaced(in-place) with steel bulkhead;and at location of proposed platform and steps to beach (left). RACHEL LEVIN MURPHY,21695 SOUNDVIEW AVENUE,SOUTHOLD Ai.— W: - — Figure 3. Looking southwest at+133'fiberglass bulkhead to be removed and replaced(in-place) with steel bulkhead; and at adjacent steel bulkhead to west(far right). r• ZXI Ak Ki _ s A F Figure 4. Looking east from adjacent steel bulkhead to east over top of±133'fiberglass bulkhead to be removed and replaced(in-place) with steel bulkhead. iasw 0 SOUND INID �; a is _=c i LONG 43 B ° fi—u m r 4 ,�oK Xlrs f ?curaz n a nI ! Q Owuxno vraa AdA 3. m B 2j y iia B B` ' ].41 At, ar OR Ba AP f .9 o w � ]T n .n • �f j+f w NOTICE M COUNTY OF SUFFOLK © K SOunaLD SECTION NO c ' 2 Real Properly Tax Service Agency y 135 � k ryGnM Wr+Mrtl,XY,tM f � � � �fmt P rx+w PROPENTYfIAP E REMAINS OF COASTAL GONSTRUGTION STRllGTURES SHALL BE r, tpGENERALOTES: CONTRACTOR TO PROVIDE 50 CY OF FILL ' t MOVED FROM THE AREA OF WORK. T H15 INGLUDE5 BUT 15 NOT � r L ITED TO CONCRETE SEAWALL,CONCRETE RETURNS AND STEPS ANCO o I. GONTRAGTOR SHALL EGK AND VERIFY ALL CONDITIONS TO THE SITE PRIOR TO ALL FILL USED SEAWARD OF T.O. BLUFF :: . LONG 15LAND 50UNC�1 W D BULKHEAD AND THEIR FOUNDATIONS/SUPPORT SYSTEMS. ALL 'p 5TARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF MUST BE CLEAN AND COMPATIBLE TO EXISTING PROPOSED CONCRETE OAITIONi BE DEMOLISHED M TERIAL SHALL BE HAULED TO AN APPROVED UPLAND SITE O_ - THESE PLANS AND M WORK AGREE WITH SAME. 1 SAND FOUND ON SITE AND MUST BE PURCHASED _ 2. SEE DEMOLITION AND ACTION(DWG N0.2) NOTES PRIOR TO GOMMEZEMENT " 2 �. . O_ FROM AN APPROVED UPLAND SOURCE. �`Po INGLUDINGI - OF WORK. WE5T OF BEACH ACCESS STAIR- t4'L6 RETURN ME5T), fl8'L6 5E TION AND L4'1­6 RETURN 6 STAIR SITE LOCATION • J6% EAST OF BEACH ACCESS STAIR- f9'LG RETURN® STAIR,t48' L6 ECTTON,AND �� 3. ALL WORK 5HAL.L CONFORM TO THE NEW YORK STATE UVIFORM FIRE PREVENTION LONG ISLAND EX. STAIR / WALK/ PATH TO BEACH `� 2� / AND BUILDING CODE AND ' ! ALL RULES AND REGULATIONS OF THE TOWN OF d QSOUTHOLDwww.dignetnycli.com � ., "•' :,r�. SOUND 3.5`W.x 112 L6 TO BE REMOVED pI(,RETE SEAWAII 4. IF IN THE GauRSE of N5TR11GTION A CONDITION EXISTS WHICH DISAGREES WITH / EXISTING GO o:N:It1Y�'.KCrl or w• _.t. ,, ,.;f �, ALL DEBRIS SHALL BE HAULED TO AN APPROVED UPLAND SITE. TO REMAIN THAT AS INDICATED ON THESE PLANS,THE CONTRACTOR SHALL STOP WORK AND c www.ansll.com • NOTIFY THE ENGINEER HOULD HE FAIL TO FOLLOW THI5 PROCEDURE, AND &. 1d I,I N1• .. ; SEE'SITE PLAN -PROPOS®WORK FOR ADDITIONAL WORK IN IS AREA,THIS DYE. TO BE REMOVED p t /^/ (for other states) �y�' !s". S / �/I (v R PROPOSED DEMOL1710N: / ' 351 BEYOND CONTINUE WITH THE RK,HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY 800-212-I'I�80 811 p ALL DEBRIS �i pip LINE(MINI ARISING THEREFROM. O. 1133 LONG FIBERC-LA55 BULKHEAD TO BE DEMOLISHED, / t6G' P PERTY 5. 5E�SGGPE OF WORK OR REQUIREMENTS PRIOR TO GOMMENGING WITH ANY *` ~ + " r;.".;.` J� SHALL BE HAULED TO AN APPROVED UPLAND SITE. � SITE PLAN- / strongly B law,excavators and contractors working n the For safe( reasons,homeowners are U' NEIGHBORING DEMOLITION OR NEW RK. v g i v 'O PROPOSED WORK'FOR PROPOSED WORK IN THIS AREA,THIS DWG. EX.GONG.SEAWALL b. BEACH AGGE55 SHALL BE INSTALLED PER 'BEACH ACCESS -SCOPE OF WORK', flsufbfolk counties on Long Isrk landmust contactd Nassau type of digging to call as well when planning any FF TO REMAIN 9 yp gging on their property.Homeowners EX.GONG• N.Y.5. BUILDING CODE INFORMATION PROVIDED ON DW6 No.2 DigNet,1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by EX Cpm, ,, - __-- Z. NO DEBRIS SHALL BE ERMITTED TO FALL INTO NEIGHBORING PROPERTIES OR but no more than 10 working days(excludingcalling811,the national call before you di T HIGH WATER LINE/tLO�(`•10VED SEAWALL ALL TO BE RE ' � •• "" II weekends and legal holidays)prior to beginning number.For excavation work completed on !,•• NEIGHBORING H16H WATER ALONG TO BE RM J — ..... MOVED ............. r _ 12 any n digging o to personal property,it is the contractor's .. - SEAWARD OF PROPOSED BULKHEAD mechanized r excavation work son EX.STEEL BULKHD EXIST,FIBERGLASS BULKHEAD TO B..RE •.. ...•.,,,,.•... ••••,,,,........ TO INTO ensure underground lines are marked responsibility--NOT the homeowners to con - 8 GRADING AROUND GONSTRUGTION SHALL SLOPE AWAY AND BLEND INtact of 13 TO REMAIN get prior to f�............ / ••""' contractors can Is submit H I' . .....,,�_ � _____ � o also Having utility Ines marked�� Excavators an "" 1� �- �J locate requests online,through ITIC.If you do not digging v islf free of charge. b - 14 EXISTING SLOPE. Di N r• LOGAT O I- EX. BOTTOM O BANK _ 15 4. DO NOT SCALE DRAWI GS. WRITTBI DIMENSIONS SUPERSEDE SCALED currently use ITIC'please all 1-800-524-7603 NOT TO SCALE \ n - — — — — —_ - �� -- DIMEN510N5. THE EN61 EER HAS NOT BEEN RETAINED FOR ON SITE IN5PEGTION5 for more information. EXISTING _ — — — — — — — — — — — A 014 .K key � OF�P1K — _ — e' _ _ _ NOTE: -- — _ — — D INS EX.� --= AND/OR OBSERVATION OF THE GONSTRUGTION. MACHINERY ACCESS FOR WORK FOR THE PROPOSED BULKHEAD 15 FROM o NEI6IBORIN65TEEL —�eXrot�E ZONE THE RESIDENCES EAST 51PE OF DWELLING. BULKHEAD RETURN 12 - I — — — — — 571 P5 �� -�� 15 �-_ -- — — =_--- �— � Ifo-RE. IN (� ,_--� VE 16 ZONE __ _=— X. �° LEGEND: C ENERAL - - _ - - VE 16 21 - — — �� PROPERTY LINE PROPOSED ! ZONE X BULKHEAD REPLACEMENT PLAN: DEMO NOTES: 20 �- 1 I EXISTING TO BE I.START OF DEMOLITION SHALL ONLY BE61N �~ 1 ff 11 REMOVED/RELOCATED AFTER THE DEMOLITION CONTRACTOR F GOA5TAL EROSION HAZARD LINE TBR = TO BE REMOVED SITUATE AT: 50UTHOLD, NY SGTTH No: 1000-135-01-01 HAS BEEN SHOWN THE PROPER REPORTS l l �, ' \ EXISTING CONTOUR _� TOWN OF SOUTHOLD FEMA FLOOD ZONE: X STATING THAT ALL HAZARDOU5 ZONE X - \ J 6 SUFFOLK COUNTY, NEW YORK USE: RE51DENTIAL MATERIALS HAVE BEEN REMOVED FROM c 10' NON-TURF BUFFER: / � / � � DATUM: NAVD 1988 THE 51TE USING FEDERAL,5TATE, AND / �� LOCALLY APPROVED METHODS AND �� � SITE DATA: EXISTING: PROPOSED: PROCEDURES FOR THE MATERIAL IN PARTIAL SITE PLAN - DEMOLITION '� //! ' AREA OF SITE: 44/014 SOFT. N.G. QU STION. 2. ALL STRUCTURES, BOTH ABOVE AND BELOW GRADE ARE SHOWN AS A GUIDE FOR DEMOLITION.LOCATION OF (I.Olac TO TIE LINE) ;4 5UBSURFAGE 5TRUGTURE5 ARE ESTIMATED TO BE LOCATED A5 SHOWN.THE CERTIFYING ENGINEER DOES NOT ATTEST TO THE ACCURACY OF THE LOCATION OF THE SUBSURFACE STRUCTURES SHOWN OR THOSE 5T�w1GTUREs NOT SHOWN. 20 10 0 20 40 60 8o AREA OF DISTURBANCE: 3.THE DEMOLITION SHALL BE PERFORMED BY THE 6ONTRA6TOR(5) AT THEIR OWN R15K AND LIABILITY. ALL ORAPHIG SCALE 1" = 20'-0" 3,510 SQ.FT. (0.0806 ac) DAMAGE TO THE RIGHT OF WAY5,SIDEWALKS,CURBING BOTH ON 51TE OR ADJACENT TO THE DEMOLITION AREA WILL BE REPAIRED OR REPLACED SOLELY AT THE GONTRAGTOR'5 EXPENSE. MITE PLAN BASED ON ORIGINAL SURVEY BY: 4. TO THE BEST OF THE ENGINEER'S KNOWLEDGE,NO ENVIRONMENTAL HAZARD(5), THAT COUP BE AGGRAVATED METES AND BOUNDS SURVEYING BY THE DEMOLITION PROCEDURE, EXISTS ON THIS SITE. 53 PROBST DRIVE 5. THE CONTRACTOR 15 ADVI5ED TO USE CAUTION WHEN EXGAVATING AND REMOVING Sl1BSURFAGE 5TTR11GTURE5, O STEEL BULKHEAD NOTEii SHIRLEY, N.Y. 119b1 PIPING,ETC.,DUE TO THE LIMITED AVAILABILITY OF INFORMATION CONCERNING SUBSURFACE UTILITIES. 0 SURVEYDUDEoOPTONLINE.NET b. ADEQUATE FENCING 15 TO BE ERECTED AROUND THE PROPERTY LINE,BY THE CONTRACTOR PRIOR TO THE •O I.STEEL SHEET PILE BULKHEAD(B.O.EMBANKMENT)SHALL BE SURVEYED: OCT 18,2011 r j m START OF DEMOLITION. THE: CONTRACTOR 15 TO MAINTAIN THE FENCE DURING THE DEMOLITION AND THE INSTALLED PER LB F05TER PILING AND 6ERDAU AMER15TE LAST REVISED: APR 12,2018 • FENCE 15 TO REMAIN IN PLACE UNTIL ALL EXCAVATIONS HAVE BEEN FILLED WITH SUITABLE BAGKFILL OR THE O_ INSTALLATION REGOMMENDATION5, Q PROPOSED 5UB5URFAGE STRUCTTIRE(5) HAVE BEEN INSTALLED AS SHOWN ON THE PROPOSED 51TE PLAN. 2.CONTRACTOR SHALL ORDER STEEL SHEET PILE W/FACTORY 1. EXCAVATION PROCEDURES SHALL BE PERFORMED BY THE GONTRA6TOR(5), IN AGGOROANGE WITH ALL APPLIED EPDXY COATING TYPE,THICKNESS AND AREA RA6E APPLICANT/OWNER: - .. FEDERAL,STATE AND LOCAL CODES AND REGU ATION5, AS SPECIFIED. t' 3.GONTRAGTOR,SHALL USE EXTRUDED Z-PROFILE CONNECTOR A5 RACHEL LEVIN MURPHY SHOWN HEREIN. ^ V . 4.ALL HARDWARE SHALL BE GALVANIZED,U.O.N. NOTES; Cy/ Cn 2,1 ,10 I. ELEVATIONS ARE REFERENCED TO N.A.V•D. 1988 DATUM C) � 2. FLOOD ZONE INFORMATION TAKEN FROM: F-r� A. �Ev PROPOSED FLOOD INSURANCE RATE MAP NO. 3610360158 H w m 3 X �o2C7�5 a WOOD BEACH AGGE55 CONSTRUCTION ZONE X: BASE FLOOD ELEVATIONS DETERMINED `U W < X z LONG -BLAND SOUND � . a) 4'w x t43 LF.WD WALKWAY®GRADE O • (1) 4.0'x b.0'WD ACCESS LANDING PROVIDE INDEPENDENT HANDRAIL AS SHOWN � O PLACE BEACH STAIR LANDING IMMEDIATELY < Ln 4- APPROXIMATE +201 LF STEEL BULKHEAD SEAWARD OF PPOP05EP STEEL BULKHEAD O W v' TO BE CONSTRUCTED IN PLACE OF EXISTING 1133 LF / �, (L co FIBERGLA55 BULKHEAD AND 191 LF CONCRETE PROPOSED STAIR TO BEACH: C� AREA O WORK SH BE LIMITED TO: / 2'WIDE x t6 LON6 RETRACTABLE ALUMINUM Q SEAWALL TO BE REMOVED. •LINE E .EXCAVATION WE TO PROPOSED , SEE INSTALLATION DETAILS ON DWG NO3 BUL AD ANCHORING 5YSTEM / FLIP-UP STAIR W/RAILING TO CODE �0: TIE NEIGHBORING 5TEEL BULKHEAD TO •APPR X 12'OFF5ET FROM LANDWARD (SEE DETAIL AND BOXED INFO,THIS DWG) T N f� PROP.5TEEL BULKHEAD,CONTRACTOR O -n 51DE BULKHEAD STEEL PILING. / t6'I9 RETRACTABLE F { 1v` SHALL ASSURE NO PASSAGE EXISTS �' b '`-EE TION 17',THI5 DWG / 'FLIF-W EXISTING CONCRETE SEAWALL ON F-L� 13ETV EEN BULKHEADS AFTER PROPOSED ��j� �X U) / NEIGHBORING PROPERTY TO BE 5AWCUT. STAIR TO BEACH INSTALLATION SEE DWG NO3 ,. z u LOW W TER MARK / AUS � ° ACCESS yDl STABILIZE EXISTING SEAWALL r � ON 10-I -2011 / EiEV En -� q I ANCHOR AND BOND EXISTING WALL TO PROP05ED g / H16H WATER MARK D SECT �8 REINFORCED P.G.ANCHOR(LANDWARD OF EX. P` ® EL. 14.0' I 120' SEAWALL),APPROXIMATELY 36"w x b0'de x 1211, HIGH WATER MARK y 7� (3,500 P51 CONCRETE) S e EL.14.0' 3 ON 10-I8-2011 ON 10-18-2011 f143' . 4Yl MM Ew- E �� — , HIGH WTR ALONG P P.STEEL BULKHEAD —111 I �GF N �)- _ PROPOSED 17 12'RETURN CONSTR.W/STEEL SHEET l — EX. TTOM OF BANK /' 4 __ 7-- PROPOSED I 10'W NON-TURF BUFFER -_ - -—-—_�- —- — -- - _ -_ - - 15 ,,/ _ -(SAND AND/OR GRAVEL"SPLASH PAD"1 — — — — — —. - ..� — `_ — — NOTE: W Lu NEIGHBORING STEEL _ - _ _ - = — - — -EX.5TONEY _r ��_ ,TOP OF BANK 47 ALL PLANTED VEGETATION WILL REQUIRE I' y ' ' BULKHEAD RETURN 14 15 = — — _ — �5TEP5 4 / f ZONE — — _GONG WALLS" =-� _ MONITORING OVER 3 GROWING SEASONS. NCO a - 49 y TO REMAIN V E 16 A ZONE — — — — — ` _ - - PLANTING SCHEDULE .�—�'— VE 16 — — .%_, . ........... ..... FESS10 ,I - ;uMlr of WORK AREA B y PROPOSED GRASS AREA(MIX OF AMMOPHILA BREVILIGULATA)BEACH JEFFREY T. BUTLER,P.E. 20 — — ZONE X (1300 5F) FOR BEACH —NATURALLY VEGETATED ANKMENT � GRA55 2-3 COLUMNS PER PLANTING HOLE 12 OL MAX. WITH PANIGUM ACCESS CONSTRUCTION EXISTING VEGETATION 1 �grIDwARD of Io'NON- BUFFER••• � B VIRGATUM) SWITCH GRASS AT 2-0 OL,2 GAL.CONTAINER), Q •DISTURBED AREAS SH BE I _ •ON NATURALLY VEGETATED SLOPE TO BE PRESERVED RE5TORED WITH NATIVE 55E5 �•- * TO MAXIMUM EXTENT PRACTICAL l UPON COMPLETION OF WTRZTION GOASTAL'ER05ION HAZARD L�NE •ALL DISTURBED AREAS TO BE RESTORED WITH NATIVE 3 \ •MAINTAIN AS A VE6ETA D BUFFER 6RA55ES UPON COMPLETION OF GON5TRUGTION AND CO 111 MAINTAINED AS A VEGETATED BUFFER C) F' �.18A ZONE X �•SEE SECTION b',THIS D •SEE PLANTING SCHEDULE,THIS DWG / EL. 14.0 N/O/F PROPOSED BULKHEAD GAP 6 APPROX,EL. 10.13 ESTATE OF ANDREW f12 MIN EXCAVATION W �- \ ;h 1 UNG EKED I o Q0, N 12�, 1� \ii EL.IbA' �'�'�%�. •�;\ice,' 1 0, It", Z. LEVIN \\\\\\;;\\\\ \ \ GAP GONSTRUGTION: 2x TOP PLATE,(2)2x8 FRONT ID PATI ON a i% i \ REQ'D FOR BULKHEAD ANCHORING Q Z \a5 � � POOL ;\;;`%�\;�!\\��.�\\\�<�%\\. . �r, d BACK(ALL GGA LUMBER,FOR INFO SEE SFiT 3) z GRA E (U.G.) (6" DEEP) �, O EQUIP. EL.14.0 ;,--i<,: i;, !\!i ii;; Y `- ksi ;w; \\\\ " \ 10.0 NON-TURF BU FER UJ we 25 EL.21.0 16x30 EL.120 moi,- 25` IN GROUND (COVER SAND AND GRAVEL) 0 COVERED J DRYNELL O O z O EL. 19.5 Ab POOL N.G.) FOR / 1 ;� ': i ii'i T.O.TIMBER PILE 0 EL 11025' EL.10.0' a W 0 < CL PORCH EL.TOA �i \ \ � `.\�. \\. PATIO 8 \ O Q (U.G) ' \ TA.5TL 5HT PILING 6 EL.NOD' - LL POP s_ 2 STORY HOUSE EL. 14.0 POOL(U.G.) \''%��ii %%� O Jn � I Nx12L6 CELLAR o 0 6 (4' DEEP) EL.8A' \ % i.\ GALV.TIE RODS _ STAIR N.GJ (UNDER GOKSTRUGTION) ON GONG. FOUNDATION > "> " H PATIO ON i'�i � 1.4 (2)b x8 WHALES v � � � SLI Q 0' w S BEDROOM F GRADE EL bA711 E-b,0' �, L4,0' > N N/O/F \5' s F.F.E. = 21.5 J (uG.) \/il%1 EL.19.5 \ APPARENT H16H I--�I = 0 O GEORGE YA5ILAKIS �\ �' 6 k ` B.O.STL BLKHD B EL. 14.0' WATER MARK N ATTACHE 1 'p \b 0' 3 EL.4D ii�ii,% GARAGE 20� L W Iq. �A 0 EL 2.0 '!\r.\ -, \T //.,; .•.\i<, \.'';!\i; „•` ;; >/ '.. - .> , _ _ ,.x,, W P V Q _ � p \ o COVERED / �' ,. i' , �, 2.0 20 f \�0' PORCH (U.G) %'\ (� 10'4 GGA i Ei 1 F Q ,� N \x \0 EL. 21.0 x.66 EXCAVATE EXISTING SOILS TO > ` \;\" •; AT L06,,\.'\ ,\ z LL (V ASPHALT DRIVEWAY ALLOW FOR INSTAIJ_AT10N OF !\i , ,; ; !;'•,\ \ ri / I I BULKHEAD ANCHORING. FILL \,; !\,. !. D E G 0 LL I EL. 19 5 HINDER GON5IRJ ti0 VOID WITH EXCAVATED MATERIAL \/\ iv"\\ ?i, O Q F�\\G WHEN INSTALLATION 15 COMPLETE yi ! .. , _ Q ;.. ----10�x12'LG GGA, ��; ..�< � z W 5PHALT / EY V\0 (5EE COMPACTION NOTES,5HT 2) c_v b'O,G. DEADMAR 9 Z IO,D x 24 L6 LD D VEWAY 1 �4 SEP 2 6 2 az �- 1 GGA PILE,VOL. `* Q Z O < NSTR.) (TYPICAL) - Q 000 0 / �`�x S .F k1 E, j. 1 ,�4 0 5� -� Sntrtholdroafi O o Bn t of Tru 21 18L5 �y_GPU� _ X SECTION 'D' ��< ,� _ I 6 75 16.E 4 \ I \ �I�--/� j/J-��\� N CL I / �� • w \%\\ — 6 EL.(f -IOZJ PILING - Q. ,i;,:, n ELE/ATION DETAIL - PROPOSED HOT ROLLED STEEL PILING a- SITE PLAN - PROPOSED 1 ❑ 1 ' — n FROPOSED STEEL BULKHEAD AND 2o'FH6H R 2 FILING,ps ELCIBULKHEAD, < AND(1) 12'RETURN RE-VEGETATION OF DISTURBED AREAS B.O.TIMBER PILE (SEE DWG N0.3 FOR DETAILS) j A SCALE: 3/I6' = 1'-0" \ a EL.(1)-13.75' 20 IO O 20 40 60 O SEE SHEET 2 FOR BEACH ACCESS DE516N AND REQUIREMENTS. GRAPHIC, 5(f ALE 20'-O.. '.lb \ gyp.F IT. of 5 COMPACTION NOTES: 1 01 NON-TURF ro I i�i BEACH ACCESS GIB GRADE BUFFER i LU GENERAL i SCOPE OF WORK: I.IN ORDER FOR THE PAVEMENT TC'BE DURABLE,THE SUB 6RADE MUST BE PROPERLY 5.THE ENGINEER RESERVES THE RIGHT TO HAVE SOIL TESTS P RFORMED TO CONFIRM THE O ( I 1 \ PREPARED. THE CONTRACTOR SHALL PREPARE THE 5UB 6RADE IN ACGORDANGE WITH SUITABILITY OF ANY FILL MATERIAL. THE CONTRACTOR SPREAD AND COMPACT THE THESE SPECIFIGATI ONS,USING THE NECE55ARY MEANS AND MATERIALS TO PROVIDE THE FILL MATERIAL IN 6 INCH MAXIMUM LIFTS. EACH LIFT SH BE GOMPACTED TO 95%OF THE F C I I. CONsrRUGT(I) 4'wxf 43'LG WOOD WALK W/RAIL TO CODE, (I) 4'1 WD LANDING SPECIFIED RESULTS. NOTHING IN THE FOLLOWING SITUATIONS CAN 13E FORESEEN. OPTIMUM DENSITY. COMPACTION SHALL BE ACCOMPLISHED AT NO LE55 THAN OPTIMUM �'o�Nc /. A W/ RAIL TO CODE AND (I) RETRACTABLE ±5'i 'FLIP-UP' ALUMINUM STAIR AND THEREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE GONTRAGTOR OF THE MOI5TURE CONTENT UP TO 2%WETTER.OPTIMUM PEN5I1Y Al, OPTIMUM M015TLRE CONTENT ���, L� {�I � RAIL TO BEACH (24" WIDE) RESPONSIBILITY TO NOTIFY THE ENGINEER OF SPECIAL PROBLEMS,AND IN THE END,TO SHALL BE AS DETERMINED BY ASTM D1551. E 614BOULDERS.OR OTHERS FX 35'LG DEBRIS �' A. MATERIALS TO BE USED (WOOD WALK): PROVIDE A SOUND SUB GRADE. HILL BE AI! D AS FILL MATERIAL IN ANY USAEF- /\ TSTC, / RAIL 1 o I I. 4x4 P05T5(WD WALK) U.O.N. 2.USING 501L TEST DATA b.FOR UNSTABLE SOILS WITH LE55 THAN 250 P5F GOHE510N ULTIMATE BEARING CAPACITY f? , STLp` -- { A AT ITS OPTION,THE ENGINEE3R MAY PROVIDE SOIL TEST INFORMATION TO THE OF LE55 THAN 500 P5F,6EOTEXTILE FABRIG SHALL BE INS ALLE 0 IN ALL UTILITY AND PIPING \ 1/�� 1 \ 2. 2xb FLOOR $ RIM JOISTS, U.O.N. CONTRACTOR. IF PROVIDED,THE DATA WILL INCLUDE CLASSIFICATION OF THE SOIL IN TRENCHES AND TANKHOLE5 TO REDUCE MIGRATION OF FINE AINED 501L AND SEPARATE �\ _ 1 3. 2xb DEGKIN6,U.O.N. ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM(ASTM 1)2481). THE DISSIMILAR FILL MATERIALS.THE 6EOTEEXTILE MATERIAL ALL OVERLAP ADJACENT i 1 2. ALL HARDWARE TO BE 6ALVMIZEI). BY THE ENGINEER. 51GNIFIGANGE OF THE DATA P11LL BE INTERPRETED 6EOTEXTILE MATERIAL BY A MINIMUM OF 12' AS,NEGE55AR TO COVER THE INTENDED AREA C, \ B.SOILS DE5IGNATED AS HIGiILY EXPANSIVE(CHI,MHO,AND QW MAY REQUIRE LIME G60TEXTI1-E FABRIC SHALL BE GTF130EX,TYPAR 3401,6TF 50EX,OR TYPAR 3601 AS 3. ALL LUMBER TO BE GGA, U.O.N. STABILIZATION AND/OR SELECTIVE REPLACEMENT WITH SUITABLE SOILS. 5"SPECIAL MARKETED BY EXXON CHEMICAL AT 1-bOO-54-EXXON TREATMENTS WILL BE DETAILED IN THE SITE BID DOCUMENTS IF THE G05T IS TO 13E 1.BACKFILLING TANKHOLES,ETC- \ INCLUDED IN THE CONTRACTOR'S BASE BID. BAGKFILL FOR ANY EXI5TIN6 TANKHOLE5 SHALL MEET THE f EOUIRDMENT5 OF THIS SECTION. I WOOD CONSTRUCTION LIKEWISE,BACKFILL FOR OTHER HOLES LEFT BY REMOVAL SWIMMING POOLS BASEMENTS, G.SOILS DE516NATE37 AS HIGHLY OR�iANIG (OH,OLD,AND PT)MAY REQUIRE SELECTIVE REPLACEMENT WITH SUITABLE 5011-5. THE NEED FOR AND THE EXTENT OF THIS TREATMENT ETC.SHALL COMPLY WITH THI5 5E6110N ALSO. WILL BE DETAILED IN THE SITE DOCUMENTS IF THE C05T IS TO BE INCLUDED IN THE 8.BACKFILLING TRENCHES: II I MEAN H16 4 WATER LINE ® BEACH ACCESS NOTES: CONTRACTORS BASE BID. BACKFILL FOR UTILITY TRENCHES SHALL BE WELL-61RADED CLEAN,FRESHWATER SAND,FREE N- 4'x43'H0 1D.THE CONTRACTOR SHALL INSPECT THE SUB GRADE AND NOTIFY THE ENGINEER OF ANY OF SILT AND CLAY PARTICLES.BAGKFILLIN6 SHALL OGGU IMMEflIATELY AFTER THE LINE ORI I APPROX. L. 4.0' ALONG I. ALL FODITNGSSHALL BEAR ON UNDISTURE3ED501E WITH A MINIMUM 501E PR_F55LRE OF CONDUIT 15 IN PLACE TO PRECLUDE CAVING OF THE TRENC SIDES. PRIOR TO INSTALLATION PROPOSE STEEL BULKHEAD 2 TONS PER SQ.FT.AND SHALL HAVE A MINIMUM OF V-0'OF COVER. CONDITIONS REQUIRING SPECIAL CON5IDERATION NOT ADDRESSED IN THE 51TE BID A 4 INCH CUSHION OFSAND SEAL BE PROVIDED. I IDOCUMENTS. THE EXTRA COST OF UNANTICIPATED REMOVAL WILL BE BASED ON THE UNIT OF THE LINE OR CONDUIT, 2. DE51M TIMBER 5TRE55-DOUGLAS FIR,NO. 2 GRADE FB = 825 1251,E = 1,200,000 P51. G05T5 PROVIDED WITH THE BASE BID. THE G05T OF UNANTICIPATED LIME STABILIZATION Q•AREAS OUTSIDE THE PAVING SHALL BE FILLED AND COMP TED 6 NECESSARY WITH 501L LINE ® P POSED BULKHEAD WHALE 3. ALL METAL J015T HANGERS AND OTHETR METAL CONEGTORS REQUIRED SHALL BE 'TECO OR OTHER SPECIAL TREATMENT WILL . NEGOTIATED. COMPLYIN6 WITH THS5EGTION.EXCEPT THE TOP 6 INCHES HALL BE NATIVE TOP501L I CONNECTORS"OR EQUAL AND SHALL BE CAPABLE OF HANDLING LOADS® CONNECTION SUITABLE FOR 6RA55. AREAS REQUIRING CUT SHALL AL50 BE PROVIDED WITH 6 INCHES OF \ POINTS. INSTALLATIONS SHALL BE IN STRICT GONFORMANGE WITH MANUFACTURERS NATIVE TOPSOIL FOR GRASS. FINISH GRADE FOR T}+ESE PROPOSE BULKHEAD WD PILE SHALL BE I INCH BELOW TOP 1 1 SPECIFICATIONS AND REAMME3DATION5. SUB 6RADE PREPARATION OF GURB. AREAS SHALL BE SLOPED TO DRAIN AT A MA&IUM OF+1 UNLE55 OTHERWISE I I 4. RAILING TO COMPLY WITH NEW YORK STATE BUILDING CODE. I.THE CONTRACTOR SHALL RB ioV=-ALL VEGETATION,SURPLUS SOIL,DB'MITION RUBBLE,AND INDICATED ON THE 51TE OR 6RADIN6 PLAN. I E.O. SEAWARD SIDE OF BULKHEAD GAP \ 5. ALL LUMBER SHALL BE GGA NON). OTHER UNDESIRABLE MATERIALS. SUCH MATERIALS SHALL BE PROMPTLY HAULED FROM 10.COMPACTION TESTING: b. ALL P05T APD DECK HARDWARE SHALL BE HOT DIPPED GALVANIZED,U.O.N..IN THE SITE AND DISPOSED OF IN ACCORDANCE WITH 6OVERNING LAWS AND CODES. THE THE ENGINEER WILL ENGAGE AN INDEPENDENT TE5TIN6 LABORATORY TO PERFORM(1) A E.O. LANDWARD SIDE OF BULKHEAD GAP ACCORDANCE WITH ASTM AI53. CONTRACTOR SHALL SHAPE 11iE SUB GRADE IN ACCORDANCE WITH THE GRADING PLAN, STANDARD PROCTOR TEST(ASTM DI551)ON THE FILL M RJAL{0R NATIVE 501E I PROPOSE RAIL TO GODS, \ I. HANDRAIL5 AND PLATFORM 5URFAGE5 TO BE BUILT WITH UNTREATED WOOD OR TAKING INTO ACCOUNT THE THICKNE55 OF THE PAVING SYSTEM. THE TOLERANCE OF THIS INSTALL COMPOSITE MATERIAL(TREX OR EQUAIU. PROCTOR TEST(A5TM DI551)ON THE FILL MATERIAL(OR NATIVE 501L IF NO FILL 15 1 ROUr�•I GRADING SHALL BE WITHIN I/2' HIGH TO I'LOW.DURIN6 THIS OPERATION THE I I PARALLEL TO BULKHEAD,APPROX 351-6 CONTRACTOR SHALL NOTE AI1Y SOFT AREAS THAT BELOME APPARENT AFTER TRAFFIC,BY USED)AT LEAST 12 HOURS BEFORE THE GONTRAGTOR IMI rATES,GOMPAGTION AND(2) GON5TRUCTION EQUIPMENT AND LOADED TRUGK5. SUCH SOFT AREAS SHALL BE REPORTED A NUCLEAR DENSITY(5AU,5E(ASTM 1)2422 AND A5TM D 11)OR SAND CONE(A5TM i \� TO THE ENGINEER FOR DETERMINING THE METHOD OF TREATMENT REQUIRED,IF ANY. D155b) TEST AT A MINIMUM OF THREE RANDOMLY SE3.EG D LOCATIONS TO MEASURE E.O. 5EAW RD 51PE OF PROP. WOOD WALKWAY 2.MAINTAINING DRY SITE CONDITIONS: THE DE6REE OF GOMPAGTION OF THE SURFACE SU36 E. IF THE RESULTS FROM 10'W www.dignetnycli.com -TURF CENTERLI OF PROP05ED WOOD WALKWAY \ DURING PREPARATION OF THE SUB GRADE AND UNTIL THE PAVING 15 IN PLACE,THE CONTRACTOR THI5 TEST FOR THE FILL OR NATIVE SOIL DO NOT MEET R EXCEED THE DEGREE OF C"N;U1 Y�'K 1"I' or yq � � www.call811.com SHALL PROMPTLY TAKE REAEiONABLE MEASURES TO OBTAIN AND TO MAINTAIN A DRY SITE COMPACTION SPECIFIED IN THIS SECTION THE COST OF TING WILL BE DEiDUGTED BUFFER I E.O. LANDWARD 51DE OF PROP. WD WALKWAY Hot r1 iJ�l _ _ for other states) CONDITION SUCH MEASURES SHALL INCLUDE PUMPING OF FREE 5URFAGE WATER,MINOR FROM THE CONTRACT AMOUNT,AND THE TESTING(2)KILL BE REPEATED. HAND AND/OR MACHINE SHAPING TO FACILITATE WATER REMOVAL,AND OTHER II.THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY S THM IN ACCORDANCE WITH \ 800-2 i 2-�}480 81 OPERATIONS TO SPEED DRYING. THE STANDARDS OF THE S.G.DN.5. CONTRACTOR 15 RESPONSIBLE FOR ALL 1 I PROP D 4'W x t43'LG WD WALK TO 3.NATIVE 501L COMPACTION- INSPECTIONS AND 516N-OFF OF SAME. i Bylaw,excavators and contractors working in the For safety reasons,homeowners are strongly COHESIVE AND GOHE510NLE55 NATIVE 501E SHALL BE COMPACTED TO 45%AND I00%OF THE 12.CONTRACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK PUMPED OUT AND `D BERGH ACCESS PLATFORM (PARALLEL five boroughs of New York City and Nassau and encouraged to call as well when planning any OPTIMUM DENSITY,RESPECTIVELY,PRIOR TO PLACEMENT OF FILL. CERTIFIED AS,EMPTY PRIOR TO RELOCATION u�I TO BULKHEAD), INSTALL HANDRAIL ON Suffolk Counties on Long Island must contact type of digging on their property.Homeowners DigNet,1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by THE FILLSHE MOST CC4OTION AND COMPACTION:ST EFFECTIVE F11-1-MATERIAL FROM DHE FOLLOWING SHALL BE USED: I{D 5E RD SIDE OF WALK but no more than 10 working days(excluding calling 811,the national call before you dig -SAND-611RAVEL MIX(1.5 TO 3%FINES<0.02 MM AND GBR> Il), weekends and legal holidays)prior to beginning number.For excavation work completed on -GRAVELY 501E(3 TO 6SG FINES<0.02 MM AND GBR>8), I r any mechanized digging or excavation work to personal property,it is the contractor's 7K I ensure underground lines are marked responsibility--NOT the homeowner's--to contact -SANDY SOILS(3 TO 6%FINES<0.02 MM AND CBR>8), I Excavators and contractors can also submit DigNet.Having utility lines marked prior to -SILTY GRAVELY 501L5(6 TO 10%FINES<0.02 MM AND CBR>b), I 3 locate requests online,through ITIC.If you do not digging is free of charge. u :M currently use ITIC,please call 1.800-524-7603 -61LTY SANDY SOILS,(b TO 15%FINES<0.02 MM AND CBR>B), 101 for more information- -CLAYEY 6RAVEL SOILS(OVER 2096 FINES(0.02 MM AND CBR>5), 1 D I -CLAYEY SANDY 501L(OVER 20%FINES<0.02 MM AND GBR>5), b IIS U m - r �t 1 a rn o NYS RESIDENTIAL CODE (IRC 20151 WET STEPS - ; :k I, -+-- t- r I b STEP LADDER MEA5URE5 12" FROM i I'A .. WSECTION RR314 -5TAIRWAY5 46D N THE GONNEGTION POINT TO THE �` �•~''- } •� ! LPNDING r SECTION RR314.5.5EGTION RR314.2 TREADS AND RISERS. THE MAXIMUM RISER HEIGHT SHALL BE 8-1/4 INCHES(209 MM) AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES BOTTOM STEP. 4 tb�6 RAIL �C �SIL Q/ LIGHT WEIGHT WELDED MARINE GRADE ;i, I • PER CODE 1 (229 MM). THE RISER HE16HT SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREAD-5. THE TREAD DEPTH SHALL BE MEASURED '� Q ) HORIZONTALLY BETHEEN THE VERTICAL PLANES OF THE FOREI-fOST PROJECTION OF ADJACENT TREADS AND AT A R1614T ANGLE TO THE TREAD'S LEADING EDGE. THE RETRACTABLE ALUMINUM STAIR WITH WALKING SURFACE OF TREADS AND LANDIN65 OF A STAIRWAY SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL(2-PERCENT SLOPE). W (() X RETRACTABLE ALUMINUM HANDRAIL, ' " y. i I THE 6REATE5T RISE? HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH(9 5 MM). THE GREATEST TREAD DEPTH WITHIN ANY `O 55° CLIMB ANGLE,STAIR ROTATES 90° .. . `_ Y=s ® PLATFORM MOUNTING BRACKET, " i ... ::k 'r R`` PARTIAL PLAN VIEW I FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/b INCH(9.5 MM). 11- RATED FOR A 500 LB GAPAGITY. ` �r `~ o �r...y' >C Z ° 3 ° A PROPOSED BEACH STAIR I�� SECTION RR315 -HANDRAILS OCD 7- BOLTS Q ,. BOLTS TO PLATFORM W/8 - /a �• `-;`.,�.�.r .. t." . . ,� ;�; 17<1 M . '� !.(> a SECTION RR315.1 HANDRAILS. HANDRAIL5 HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INCHES AND 38 INCHES(864 MM AND 965 MM), RE -Y,MEA5URED F-+-"I 5GALE: N.T.S. m 2 VERTICALLY FROM THE N051NG OF THE TREAD5,5HALL BE PROVIDED ON AT LEAST ONE 51DE OF STAIRWAYS. ALL REQUIRED HANDRAILS SHALL BE CONTIWOUS THE FUN- • PROPOSED RETRACTABLE FI14I5H:POWDER COATED == .w i� IOW JulLENGTH OF THE STAIRS WITH TWO OR MORE RI5ER5 FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWE5T RISER OF R- .. - ni r DOLOR,TEXTURE AND FINISH BY ._,,; NON-TURF I 2 m THE FLIGHT.EN05 SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS,OR SAFETY TERMINALS. HANDRAIL5 ADJAGENT TO A WALL SHALL HAVE A SPACE OF NOT FLIP-UP ,STAIR TO BEACH >1 is CLIENT BUFFER ' ELEY LE55 THAN 15 INCHES(3b MM) BETWEEN THE WALL AND THE HANDRAIL. GONTAGT: -', { L`� T_WETSTEP.GOM STEP WIDTH = 24 5-73-201-0,40qSTEP DEPTH - b" - _ SECTION RR5I5.2 HANDRAIL GRIP SIZE. ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPE-5 OR PROVIDE EQUIVALENT 6RA5PABILITY. m TYPE I. HANDRAILS WITH A CIRCULAR CRO55 SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4 INCHES(32 MM) AND NOT GREATER THAN 2 INCHES (51 ET MM). IF THE HANDRAIL 15 NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES 002 MM) AND NOT GREATER THAN b-1/4 INGHE5 060 MMI) WITH., A MAXIMUM GROSS SECTION DIMENSION OF 2-1/4 INCHES(51 MM). e TYPE 11. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES 060 MM)SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH 51DE:5 OF THE PROFILE. THE FINGER REGE55 SHALL BE61N WITHIN A DISTANCE OF 3/4 INCH(19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH ENGINEER: OF AT LEAST 5/16 INCH(8 MM) WITHIN-7/8 INCH BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH (10 MM) TO A LEVEL THAT 15 NOT LESS THAN 1-3/4 INCHES(45 MM) BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL ��OF N yO BE 1-1/4 INCHES(32 M4 TO A MAXIMUM OF 2-3/4 INGHEMINIMUM RADIUS(10 MK). ED6E5 SHALL HAVE A MINIRADIUS OF 0.01 INCH(0.25 MM). T. Q I ! n ' w ofI of m ;: z _V I I x �O 07 93 FESS Q\. Q JEFFREY T. BUTLER,P.E. IL I I I ® Q LU kD EL.24.0' i i i O O EL. 22.0' 10.0'NON-TURF BUFFER ! I z l- I, ------- - (DOVER:SAM I GRAVES..) EL. 20.0' I I PROPOSED BEACH ACGE55 5TRUGTURES } PLAN ! 4'W><f8'L6 WD WALK PERPENDICULAR TO BULKHEADµn_:OND) (dl }- Q A • 4'Wxf35LG WD WALK PARALLEL TO BULKHEAD z EL. 10.0. '-- L. _ _ I • BULKHEAD GAP E.-•1 O Q • 4'x6'BEACH AGCE55 LANDING I ® Q 3; PROVIDE ~ PLA(SE }EL_ I6 0' FINAL E3EACH STAIR IMMEDIATELY SEAWARD OF LLQQ z POPosD BULKHEAD EXI5TIG 5TO4.0' LONG1-4 v -' , , EL. 14.0' �• WALLS AND STEL .' 4xb WD W z Q (� - - - --_--__ _ -.__ ($EYOND) r - ! LANDING ISLAND T 1 w f .. : TOP OF PROPOSED 5TRUCTURE5® fS0.I3 p- EL. 12.0' ------- ------ - �{ K L.-- -•J ALIGN . 4'r1 w2 WALK PARABIDIGULARLLEL TO�TO BULD AD SOUND I m • BULKHEAD GAP DISTURBED REAS 11-1 Q EL lo.o'_BEYOND 10' ON-TURF BUFFER - o 0 4 I - - BEACH ACCESS LANDING- - - I QL > Q N •ON NATURALLYVEGETATED SLOPE TO BE FINAL STAIR LANDING GONSTRUGTION: < Q N EL.b.0' PRESERVED T MAXIMUM EXTENT PRACTICAL I I I I I I (4)b'xb'GGA P05T5 W/(2) 2"x10"GGA 61RDER5,2"xb'GGA J015T5® Ib'O.G.FIN15H _ ----- •ALL DISTURBED AREAS TO BE RESTORED - ---- ---It- -- -11 -- -t1 DECKING PER'CONSTRUCTION DETAIL'TO BE PLACED IMMEDIATELY SEAWARD OF WITH NATIVE ERA95ES UPON COMPLETION OF I I I I I I PROP05ED BULKHEAD I w N !V EL.6.0' CON5TRUCTION AND MAINTAINED ASA --_I I I I I o • NEST LANDING BTWN TIMBER PILES,MAINTAIN I'WHALES/PILE SEPARATION(MEW J Q 1 --- --- VEGETATED BUFFER ---- -- --� - - •SEE PLANTINGSCHEDULE,THI5 DWG I I I I I v • MAINTAIN I"SEPARATION BTM BULKHEAD GAP AND LANDING(MIN) M.H.W.L.ALONG BULKHEAD Q O O LL EL.4.0' I I I I � I I x4 0 • STRUCTURES MU5T REMAIN INDEPENDENT,NO CONNECTION 5TWN WALK,GAP d LANDING I m #3. 46'ON OCT I8,2011 ---- ------- -- - ---------- ----LJ -- H _ ll WOOL' WALK GONSTRUGTION: I%1 I I 11 M.L.W.L.6 fEL.I& w N 1/1 I I 11 xIB' ON OCT Ib,2011 O O O O (4) 4' 'GGA P05T5,2"x6"GGA JOISTS® IB"OC 1/I I I I I PROPOSED STAIR TO BEACH: z 2x GG FINISH VBGKIN6 �% ! I I I 2'WIDE x fb'LONG RETRACTABLE ALUMINUM A-I f W • MAI AIN I'SEPARATION BTWN BULKHEAD GAP AND I I Z ' I� I ! I I FLIP-UP STAIR W/RAILING TO CODE 0 I�1 ! I I I (SEE DETAIL AND BOXED INFO,THI5 DWG) �� ,,/ n Q • 5 TURES MU5T REMAIN INDEPENDENT,NO I�I % ( l I I W 0 (� GO TION BTM WALK I BULKHEAD GAP /" a 11 (, 'I '� I u P05T51HAT SUPPORT 6 xb BEACH ACCESS .� •• PIN LANDING TOP I MID RAIL TO WALKWAY I f LANDING SHALL BE DRIVEN TO A MININt1M P05T 63REAKAWAY CONNECTION) I %I I OF 6'-0' BELOW MHWM @ APPROX. fEL.-2.0' r is ! : MINI M PENETRATION IN UNDISTURBED 501E REQUIRED .I t t li til I• P A(5 E 4Xb 'A POSTS b' (TYPIC ALL POSTS,UD.IN� I ELEVATION B SEP 2 6 c'. :._� f PROPOSED Board of Trustees +w BEACH ACCESS PLATFORM AND STAIR 2 - I SCALE: N.T.5. }- 1 0f EXISTING CONCRETE 5EAWALL ON SUBJECT NOTE TO CONTRACTOR: Z-Profile Interlock All Gerdau Z-pile sections can be interlocked PROPERTY TO BE 5AWGUT. PROVIDE 3'x5' TIE PROPOS®RETAINING WALL TO REINFORCED COwith each other. As such,the ball and socket CONCRETE ANCHOR A5 SH" LG,5Tb1 Bl1LKHEAD NEIC41BOWN5 STEEL 15ULKHEAD A5 SHOWN(WEST SIDE). _ interlocks can be installed with using either „ 35' AND(I) 12'RETURN the standard or reverse position.This adds to Z-pile: Gerdau does not publish a swing "rule of thumb" it value fotZ sections. Asa greater ease of use and flexibility at the job might be assumed that a 40 foot length GAP FASTENERS RS site. Normal settiftg width of pairs can be would obtain a swing of up to 5 degrees. 3.0w PROPOSED BULKHEAD GAP PROP05ED HOT ROLLED STEEL PILING NOTE To CONTRACTOR, (� 2x GGA TOP PLATE LB FOSTER PILINS,PM PZGI3(0.315 TI-K, � REINF. %"DIA THRU BOLT, WASIHERS, AW,+IOR AND STABILIZE NE1611BORINS DOUBLE Nt1T,STAGGER A5 SFIOWN altered to accommodate job site conditions aGONG CONCRETE SEAWALL IN PLACE AS SHOWN (2)2x8 GGA FRONT AND A5TM 572 GRADE 50)W/GOAL TAR C) A NOR ALL HARDWARE SHALL BE GALVANIZED through increasing or decreasing the laying (BEY00 (EAST 51DF.J. BACK OF WALL EPDXY GOATINI6 OF Ib MILS DFf `]`jE,ST' width at the interlocks. 6-0"O.G.MAX T.O.5TL 5HT 0 EL.110.0' WHALE SPLICE(TYP) nEpm tw) B (2)6'x8' T.O.TIMBER PILE a EL.±10.25' $' 16106 TIMBER WHALES -- SrAc�ER T.O.WALL GAP a EL. 110.13' i j/ Sta dard interlocking �. T.O.EX.WALL " .n O O O O 4 O • % N a O O .O / O O O I 9 O EXISTING o7r 77 s 0 0 w , .. ....... ... ..... • . ... ........ . 1 #. u,...... EXISTINS STEEL GONIGRETE 5E ON / i.. 4u. {. SEAWALL // i.... ..... ......:..... / L. �Q ::. .::..:.l:..:::.:.: .: L. BULKHEAD r0 REMAIN - ., NEIGHBORING / o 0 0 0 0 ', PROPERTY TO REMAIN I /f x _ R o ' .ry a ' o o , / :o g E c: :. r.:r. .: : ry p Reverse interlocking 0 0 0 0 �XP05137 LKHEAD e t4 e 1 .. ..}... ... ....... �.f<...�.. Ell EL .O' .... } .•.E.•. ��Bi11XHEAv A EL.'i4• .0' o �/ �/\;-. .�- �/:. .l. :. . :..::. ..... .. .. ... ... �.:..:-:.::{.� :.: .•:: .. ....... ... ..... .. ... ....... ..... :.: .... . ...:..:.. ............ from Gerdau s Sheet Pilin Handbook 2006 ul PROPOS®FACTORY APPLIED ::. - PROPOSED REINFORCED \. :. :.. .{......: .....:. .: .:...:. ;I;::::: :tt : ::; :.::.::. ::.f:.::: . ; x . EPDXY COATING SHALL EXTEND .� r . . ..... ..... :.\ . . :....... .. ... .:.::. : • � ... . ........ . ...:.::.... .•: SECURE PROPOSED � ..... L... . .. .:.:•.`•. :. �. METAL BULKHEAD TO �n \ 1. ......... . - AWA ANCHOR ;.{. .. .. . �.. ... ...... . f... .....1 . A MINIMUM ::::: , :: i:. .....:.. ... ..... :. _ :..:::::. :: :::.:::.: ::... . ..::. :::::... .. . CONCRETE 5E LL EAST ::::.: . . EXISTING. U5E EXISTING WH OF 5 BELOW GRADE ..•::.. ::::: !.:: :.: Er.••.�.:�:L: :.•: •::::. • ... ALES ANb 1,...... ..:. . . ....::.:: . ..... ..... . j . }.. .......... :::.: : i::. :. ::....: . i........ ........ .� �.I,... ..... ., ...... IG... ..... .... . Extruded Z Profile (BEYOND EX. SEAWALL) / I., .t: t ., �.:.:. :. ::.. ... . ... . .. .•. . EXTENDED PROPOSED wHALI Connectors wzAPPROXIMATELY3 .�:: . •:. :.... .:... ..... ::::::.::.. : :: . tr.: ::. ::::: : ::.:._;: M,:. ::..:: .. ':....:,::. :! :::...G•,...1..,..: .� >: :::: . . .....::•:•::..: %V. .7.11.1 .:,.. . ... ....... GUT EXISTING WEAL , :.:.••.•::.•:.. :.� �::.•:. • :. ..... ... _ ES 8 BEYOND OVERLAPPIN67 SUBJECT PROPERTY 36"w x b0"d x -l2'YI / Is PROPERTY LINE(EASTWARD) tx 3.0'W REINF. (300 PSI CONCRETE) �� fi a EXTEND PROPOSED W4ALCS 8'BEYOND ri GONG ANCHOR I PROPOSED FACTORY APPLIED THE PROPERTY LINE(l�ESTWARD) (BEYOND SEAWALL) / III'1 ° EPDXY COATING SHALL EXTEND OVERLAPPIN6 NEIGHBORING PROPERTY ANCHOR WHALES AS Si10W'I --' � A MINIMUM OF 5 BELOW GRADE � .._•_._, _..__._ _. ._:-�=, • I I o i PZ 90 Cobra PZ Tee PZT-S GONG. ANCHOR REINFORCEMENT: lit n c B.O.5%5HT a EL.0)-10.0' (6) #5 HOOPS HORIZONTAL @ 12" O.G. I I I, I /' % 1 NOTE TO INSTALLER._ I Note:all interlocks(12) #5 BARS HORIZONTAL I9) 12' O.G. I _ = O PROPOS TIMBER PILE - — — — — - (3) #5 BARS VERTICAL a 1:2" O.G. I`' --� - - I :( (LOCATED IN 5EAWARD OF I I / e locks con -� -�- 1: . � be placed in reverse b MIN EDGE D15TANGE, TYPICAL 1 1 ,<,I EASTERN RETURN)HAS NOT ' I BEEN SHOWN IN f3EVAnON position with extruded _.._ ° , I -- -- 'A'VIEWS FOR RJRPOSES I I a o I —�' I L J Colt Joker a r-w ° .i .I OF CLARITY,SEE PARTIAL - BA.WD PILE®� ( -13.15' connectors. i EXISTING v x a 1 I / I/� 'I l I PLAN 8 ME•1S FOR 10'0 x 24'LG, g CONCRETEo o n _ I LO( AND CGA PILES a b'OL. Bullhead V INSTALLATION ° SEAWALL — 1. I , t tt L.B.Foster can also provide special fabricated corners Q 1 , , ,' ', Al o REGUIR&IENTS,TI115 DW9 VIEW A - PARTIAL EEEVATI N (Qn: APPROX.4o) • and tees when the job requires them. LU -T I/ 1' I [ I ' -- = -s 1= i, �. PROPOSED STEEL BULKHEAD - t PROPOSED WIRE TIE5 (NoA�): ' (EAST AND WEST SIDES OF SUBJECT PROPERTY AT B.O.80BANK) l.��oster (800)848-6249 m z I I 1 h I F I SCALE. 3116" = 1'-O" Piling www.lbfoster.com Q TIE REBAR HOOPS TO VERTICAL BARS @ EACH OCCURRENCE �- I f GONNEGTORS FOR PROPOSED STEEL `-�% GRAVEL BELOW/ SHEET r T 1 N Q ` GONG ANCHOR 7 T I L E /•� �L MIN.BASE) (Y- (12' (+(� SCALE: NONE ^ Q I . m X TO BE SET ON UNDISTURBED UJ ' VIRGIN GROUND \ / %\\/ \ I i Xz � ENLARGI?D VIEW 'A' - PARTIAL ELEVATION CONNECTION DETAIL ° o PROPOSED NE I C HBORI NCC SEAWALL STA 31 L I ZATI ON W � m (LOCATED ON EAST 51 DE OF 5UBJEGT PROPERTY AT B.O. BANK) SCALE: I/2" = I'-O' PROPOSED RETURfJ 12'LG,(EAST) n T� —I I'Q x tib'LG,GALVANIZED T1 ROD(THIS CA5EONLY) INP x 114'L& ANCHOR BY THREADING THREW(2) TIMBER RETURN 6ALVANIZED TIE R005 rn� PILES AS SHOWN (RETURNS ONLY) 10'Ox10'L6 =' ENGINEER: I'tP x 12'L(9 DEADMAN S' 6ALVANIZED TIE ROD5 10"(P GGA SEE COMPACTION MOTES �h;l OF N (SEAWALL FACING SEAWARD) GAT LOG (5EE 5HT 2) ° Q� �� T y0 — — — ANCHOR d BOND NEW TO EXISTING REINF.GONG - — - It5 EPDXY COATED BARS EMBED 12' IN = _ �� -_ _ = � - i — - — = �a > ( �t � ANCHOR - — . z PROP.GONG.ANCHOR b" IN EXIST.GONG - _ j `- L n w t=— SEAWALL, WELD STL SNT. 10'Pxl I'L6 DEADhJAN _ _ -- _ m 1 10 0 CGA GAT LOG z NOTE TO CONTRACTOR Z01 Z -u '� a a FULL HEIGHT 6 ��� TIE EX5TIH6 NE&OMN6 STEEL pL INSTALL 12 O.G.HORIZ,12 OL.VERTICAL, :,. •,,, 6 MIN EDGE 015TAW-E AND ANCHOR W/ (THIS LOG ONLY) 1 SEE o �O 3 -t KELIGROUT EPDXY(TYP) I) I COMPACTION AS TO NB^I STffi BULKHEAD N ,t " I I NOTES D� (WEST SIDED.K - FESSI P EXIST.CONCRETE SEAWALL z LW EXISTING STEEL BULKHEAD TO REM�41N = JEFFREY T. BUTLER, FIE. - _ - - - I 3 ' NOPE TO CONTRACTOR: L. f ) (] REINF.GONG ANCHOR ANCHOR AND STABILIZE NEIGHBORI TIEROD(TYP) WHALE 5PIGE PROPOSED BULKHEAD GAP 2x16 GGA TOP PLATE NOTE S CONTRACTORBE PROPOSED WIRE TIES(N0.4): CONCRETE SEAWALL IN PLACE A5 � 10"0 x 22'LG GGA PILES z TIE REBAR HOOPS TO VERTICAL " SHOW!(EAST SIDE). m b'O.G.,(QTY: APPROX.40) A (�2xB GGA FRNT d BACK OF WALL �PASSAGE WILL BE � (� PROP05ED HOT ROLLED STEEL.PILING ALLOWED BETWEEN NEW AND �- BAR5 0 EACH OGGURRENGE 4 I 4 I 7 PROPOSED REINFORCED CONCRETE ! �R d BOND NEW TO EXIST. LB F05TER PILING,P/N PZ6I3 3 PROPOSED WHALES FOR CONNECTION EX15TN6 STEEL SHEATHING Q SEAWALL ANCHOR(BEYOND EX. WALL) EAST USE:)Y THRIJ BOLT W/WASHER, VIEW SHOM W/GAPPING (0315 THK,ASTM 512,GRADE 50)W/ FROM PROPOSED TO EXI5TIN6 - APPROXIMATELY 36'W X 60'd X l2'h / PA55 THRU bx8 WHALE,EMBED REMOVED FOR CLARITY GOAL TAR EPDXY COATING OF Ib MILS DFT 1.L N0.5 HORIZONTAL HOOP, i- p 8' IN EXIST.CONCRETE SEAWALL, BULKHEAD GAP �- O 12" O.G. VERTICAL =_ � (3,500 PSI CONCRETE) / 12"OL.VERTICAL, b'x 8"GGA WHALE(1 OF 2) CREATE V SHAPE CHANNEL Z Z II II ANCHOR W/KEL16ROUT EPDXY FASTEN 2x TOP PLATE TO 2x8 FRONT AND REAR O 3 (� -.S a ° ° TRIM OUT(2) bx8 OPENING IN STEEL SHEET / PLATES FROM UNDERSIDE OF CHANNEL � � � O W II II a USE'L'5HAPE 51MP50N BRACKET PM 6A2, - r I- PILING IN ORDER TO ALLOW WOOD WHALE TO / Ib'OL.,5TA6C�AS 5H" W Q 0 z } II a „ PA55 THRU PILING. / VIEW B - PARTIAL PLAN USE(4) 10d PER BRACKET, O I 4 4 , II WELD (2) 5TL PILING,SHEETS, ALL HARDWARE SHALL BE 6ALVANIZED W I �- 11 �, Y4 x FULL HEIGHT, (THIS LOG ONLY) PROPOSED STEEL BULKHEAD Q p� PROPOSED WIRE TIES VERTICAL � II a 11 ? / (EAST AND WEST SIDES OF SUBJECT PROPERTY AT B.O. BANK � Q � ff) Ll Q TIE REBAR HOOPS TO VERTICAL —_ �� ) BARS AND #5 EPDXY COATED II d If RIP APPROX. *'2 ALONG LENGTH . _ W — / SCALE: 3/I b - 1'-0" I BARS @ EACH OGGURRENGE _ry a OF PILING SHEET,(THIS LOG ONLY) Q LJ Q STEEL BULKHEAD NOTES: Q } Q N 1.STEEL 5HEET PILE BULKHEAD(B.O.EMBANKMEMT)SHALL BE �T� < Q / INSTALLED PER LB FOSTER PILING AND 6ERDA)AMBRISTEEL W 2 - Q 601_4 INSTALLATION REC.OMMENDATION5. L/� A- � (N = / 11 2.CONTRAIiSTOR SHALL APPLIED OXY GDATTRND TYPE,THIGR STEEL KNE%AND AREA T PILE H/ TC.OVERAGE 0 } F- V �_ a 11 lI;J • / A5 SPECIFIED. a O Q EX15T1NG NEIGHBORING �I` u , " a Gt�NGRETE 5EAWALL a 3.CONTRACTOR SHALL USE EXTRUDED Z-PROFILE CONNECTORS AS ,.0/ Q N ° a / 4.ALL HARDWARE SHALL BE 6ALVANIZED,U.O.N. w N O ANCHOR AND BOND EXISTING TO NEW . O z° `� o 0 Lu SAWGur Ex GONG WALLL WHALE CONNECTION Z L1J USE: #5 EPDXY COATED BARS EMBEDDED 3'-6"BEYOND PROP LINE � www.dignetnycli.com USE 2 - 5"x5"x5.5"H 5.5. ANGLE BRACKETS Z 1- 12 IN PROPOSED CONCRETE ANCHOR AND W/ DRILL HOLES FOR 'm www.calolr com 6 IN EXISTING CONCRETE 5EAWALL, � � n 12" O.G. HORIZONTAL, 12" O.G. VERTICAL, Y2 THRU BOLT W/ WASHER AT HEAD AND END ON EACH LEG (TYP 2 PLGS) O z � Q b" MIN EDGE DISTANCE (TYP) RIP APF'ROX. 2Y" ALONG LENGTH Of CN61 �I LIT t D��I�IU��4�� (for other states) 800-212- 480 811 Q ANCHOR t^U KELI6ROUT EPDXY OF PILING SHEET,(THIS LOG ONLY) I � Y" THRU BOLT i°V WASHER, PA55 THRU 6x8 WHALE AND EMBEDDED 8" IN EXISTING CONCRETE Bylaw,excavators and contractors working in For safety reasons,homeowners are strongly SEAWALL, 12" O.G., ANCHOR W/ KELI6ROUT EPDXY, the five boroughs of New York City and Nassau encouraged to call as well when planning any and Suffolk Counties on Long Island must type of digging on their property. -ell STRADDLE PROPOSED PERPENDICULAR PINS contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at w t' ._�_... ENLARGED VIEW 'B' - PARTIAL PLAN 4t hours but no more than 10 working days 1omeo hers c0 or by calling directly the < — (excluding weekends and legal holidays)prior national call before you dig number.For l,, CONNECTION DETAIL to beginning any mechanized digging or excavation work completed on personal ¢ I excavation work to ensure underground lines property,it is the contractor's 2 1 S E r 2 6 202 PROPOSED NEI CHBORINC SE�4W,4LL ST,�BILIZ,�TIO are marked Excavators and contractors can responsibility--NOT the homeowner's--to also submit locate requests online,through contact DigNet.Having utility lines marked 'n (LOCATED ON EAST SIDE OF 5UBJEGT PROPERTY AT B.O. BANK) ITIC.If you do not currently use ITIC,please prior to digging is free of charge. call 1-800-524-7603 for more information. Southold Town FF 5G1/2' = -O" Z Board of Trustees of E3