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1000-49.-1-25.8
OFFICE LOCATION: � SU(/lyOlO MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) � � �p� Telephone: 631 765-1938 Southold, NY 11971 Q Fax: 631 765-3136 CUUNI`I,� LOCAL WATERFRONT,REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: April 13, 2018 Re: Local Waterfront Coastal Consistency Review for PIPES COVE MANAGEMENT ASSOCIATION, c/o ROBERT WALLACE, PRESIDENT SCTM# 1000-49.-1-25.8 En-Consultants on behalf of PIPES COVE'MANAGEMENT ASSOCIATION, c/o ROBERT WALLACE, PRESIDENT requests a Wetland Permit to construct±23 linear feet of vinyl bulkhead within 18" of(and up to 2.1' higher than) existing timber bulkhead to remain (Section G); remove and replace existing brick walk with pervious crushed bluestone; install 3'x20' gangway to existing floating dock (located partially in Town jurisdiction) in-place of existing gangway to be removed; construct±415 linear feet_of vinyl bulkhead within 18" of(and up to 2.0' higher than) existing timber bulkhead to remain (Sections H1, H2, H3 & 1-14); fill voids between new and existing bulkheads with crushed stone, and backfill new bulkheading with approximately 215 cubic yards of excavated upland and dredged spoil material obtained from portion of property located within the Village of Greenport; construct new±50' vinyl bulkhead return; remove and replace existing fence landward of return as needed; protect and repair in-kind/in-:place as needed approximately±430 linear feet of existing concrete retaining wall landward of bulkhead; and remove and replace pervious crushed bluestone in area to remain as a non-turf buffer between bulkheading and landward retaining walls. Located: Pipes Cove Condominiums, 6th Street, Greenport. SCTM# 1000-49.-1-25.8 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is INCONSISTENT with the Policy Standards (Policy 6.3) and therefore is INCONSISTENT with LWRP. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. The as-built bulkhead and other structures described did not receive the benefit of Board of Trustees review or a Wetland Permit. In the event the action is approved and to further Policy 6 it is recommended that the Board require turbidity controls. 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 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 nig_ ficant 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 SCTM# 49 - 1 - 25.8 PROJECT NAME Pipes Cove Managment Association The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Construct+231f of vinyl bulkhead within 18"of(and up to 2.P higher than)existing timber bulkhead to remain(Section G);remove and replace existing brick walk with pervious crushed bluestone;install 3'x 20'gangway to existing floating dock(located partially in Town jurisdiction)in place of existing gangway to be removed;construct+4151f of vinyl bulkhead within 18"of(and up to 2.0'higher than)existing timber bulkhead to remain(Sections H1,H2,H3,and H4);fill voids between new and existing bulkheads with crushed stone,and backfill new bulkheading with approximately 215 cy of excavated upland and dredged spoil material obtained from portion of property located within Village of Greenport;construct new+50'vinyl bulkhead return(remove and replace existing fence landward of return as needed);protect and repair(ik/ip)as needed approximately+4301f of existing concrete retaining wall landward of bulkhead;and remove and replace pervious crushed bluestone in area to remain as non-turf buffer between bulkheading and landward retaining walls; all as depicted and described on the site plan prepared by L.K.McLean Associates,P.C.,dated March 2018. Location of action: 6th Street,Greenport Site acreage: 44,531 sf Present land use: Common/open recreational space for residential condominiums Present zoning classification: RR 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:Pipes Cove Management Association (b)Mailing address: c/o Robert Wallace President 131 6th Street,Unit 8,Greenport,NY 11944 (c) Telephone number: Area Code 621-544-4591 (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,USACE,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 The project seeks to replace and raise the height of historically existing and previously permitted timber bulkheading with vinyl bulkheading to maintain and enhance the property's historical method of protection against erosion and flooding. The existing, developed site has been improved with and supported and protected from flooding and erosion by bulkheading since prior to XX,and there is no viable non-structural alternative means of maintaining and protecting the upland portion of the property in its current location. Without replacement and maintenance of the bulkhead,the subject property would be exposed to severe erosion,flooding,and damage to the residential structures located thereon. The project will thus effectively maintain the existing conditions along this bulkheaded shoreline and will be consistent with Policy 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 The project is consistent with Policy 5 to the to t that the existing tre fed timber bulkhead will be replaced with a bulkhead constructed with untreated vinyl sheathing;*d a non-turf buffer ar comprised of pervious crushed bluestone will be maintained between the new bulkheadmg and retaimn wall behind it, can serve as both a sink and filter for surface water runoff and potential contaminants contained therein. 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 r LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR PIPES COVE MANAGEMENT ASSOCIATION 6TH STREET GREENPORT,NY SCTM#1000-49-1-25.58ϩ-7-116.6 Policy The project seeks to replace and raise the height of historically existing and previously permitted timber bulkheading with vinyl bulkheading to maintain the property's historical method of protection against erosion and flooding. Because of the bulkhead's close proximity to the substantial concrete retaining wall located behind it and the relatively narrow distance between the two structures,however, it is not practicable to remove and replace the existing bulkheading in place,as doing so would create a serious risk of undermining the retaining wall and adjacent soil material,which could collapse avulsively into the bay. Therefore,the new vinyl bulkhead is proposed to be constructed immediately seaward/within 18 inches of the existing timber bulkhead to remai However, as mitigation for the approximately 462 sf area of open waterway located within Town Trustees jurisdiction(and additional waterway located on the portion of the property located in the Village -Greenport) that would be filled as a result of the proposed seaward bulkhead encroachment,an approximate fy 83 sf area of vegetated tidal marsh will be created in place of an upland, fertilized lawn area located on the pro w' e Village of Greenport. In addition,the project will provide the benefit of replacing treated timber bulkheading with untreated vinyl sheathing in the surface waters of the bay;maintaining existing non-turf buffer areas for increased absorption and filtering of runoff adjacent to the bay; and expansion of the non-turf buffer area through replacement of existing impervious patio area with pervious crushed stone. Therefore,with its incorporated mitigation, consistent with Policy 6,the project will result in an increase in the area of vegetated tidal wetlands located in the Town of Southold and will not have a significant adverse on the adjacent tidal waters. See attached. 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 F—] No❑ Not Applicable Insofar as it is applicable,the project will be consistent with Policy 9 because it will not change,impede,or otherwise affect public access to or use and enjoyment of the adjacent surface waters of Pipe's Cove. 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 DATE 3/15/18 Robert E. Herrhiann -� Amended on 811105 �n..«r6n..:ayy'.i;y`�,;�-illf�S"�;� '•*•.�.:. q a,�i+ai — --�i pr,.vx. _ nwarr .ua€wrmw:o514 Amm T-AW-71.7-WITIF 71 If l - N � I I rt w.tcN—� _— — Rnrtiti Na O Y s Baa l \\ s 0O r O yl_I s 7 - I Z I rn ,I ITO € i � I S D. ttA(c) IJWC) tom¢)ze .. N I ,p `9 q t,A(.) of O o _ +s SD I n a to <+TI m G ® `x r +O o zC: m v 0'° O � [ f.JO J/ I CO&Z SSS r Csr s Q a� �R R L -�I•. rr ^^ ------ o�w --°a-- 01^"' --�-- ' NOTICE owr` COUNTY OF SUFFOLK ro++I+� E u�w.pa..� —�-- �. (21) o.®w --.-- _...w --.-- M�, C+ E oa¢ SOUT1fOLD SELTON NO 0 �w a wN EN K¢u cNAnoNsvECN Real Property Tax Service Agency Y Eseenruw ------ os.m . w —_— omw --w-- -- -- Cowry 41MrRMrMa0NY 118p1 M _d 049 NO wdr 9• eµif NelofxU w —�-- oeuw --v-- ewu. A t11 aemicYNo loop P PROPERTY MAP PIPES COVE CONDOMINIUM,6TH STREET,GREENPORT M f� r� t� Figure 1. Aerial image of subject property on October],2017. Aerial photo by Google Earth. w nn, 4; Figure 2. Looking northeast at+23'portion of"Section G"bulkhead located within Town of Southold jurisdiction to be replaced with vinyl bulkhead(located up to 2.1'higher and 18"seaward of existing bulkhead to remain);at brick walkway/patio landward of bulkhead to be removed and replaced with pervious crushed bluestone;and at ex.gangway to be replaced. PIPES COVE CONDOMINIUM,6TH STREET, GREENPORT 1 4i�.4AA1f% mow(' C� E $� t ryi. i •.. \ .,,.f ! ?tip.. .w Figure I Looking northwest at Section HI(±47 section of timber bulkhead inside boat basin to be replaced with vinyl bulkhead located up to 2.0'higher and 18"seaward of existing bulkhead to remain). 'r r Y� Figure 4. Looking northwest at Section HI (±57'&+8'sections(right to left)of timber bulkhead at west side of entrance to boat basin to be replaced with vinyl bulkhead located up to 2.0'higher and 18"seaward of existing bulkhead to remain). PIPES COVE CONDOMINIUM,6TH STREET,GREENPORT ,rF k)A k Figure S. Looking northwest at Section H2(+139'section of timber bulkhead to be replaced with vinyl bulkhead located up to 2.0'higher and 18"seaward of existing bulkhead to remain). r "� .aytm J� Figure 6. Looking south at Section H3(+79'section of timber bulkhead to be replaced with vinyl bulkhead located up to 2.0'higher and 18"seaward of existing bulkhead to remain). iC:/ f •�' °Try ^'�t Mi�. 't .�.c > h� � .. _ � i•pIr'=pr_ sT ' .. - ��,ys_�. ►. � � . •» fit' rR �•� d. j h A�f _ �. tea` Y, +�,� <y• Yt f_V'�L.:i; ,t PIPES COVE CONDOMINIUM,6TH STREET,GREENPORT W. . ,r t� a .x Figure 9. Looking south at Section H4(+3'section of timber bulkhead to be replaced with vinyl bulkhead located up to 2.0' higher and 18"seaward of existing bulkhead to remain);and at location of southerly end of proposed±50'vinyl return. #, w R s . lx �£Lr. � I+• — F { 'f�f•• S Y ,� -t. Td!"' 1 0 f1 lV N 'a 'l.•CC`�-J Ike' I 1 J 'moi e_. .;, ^f. timet rI k +*' ,¢�•," t �.,. *a, " 'R ,t r � , <. - "^�', rt {� `��tea, *xjjt�. ,.".• „�'!► _ Figure 10. Looking east at eroding embankment and location of proposed 50'vinyl return to be constructed roughly along top of embankment. APPROVED BY BOARD OF I RUSIFES TOWN OF SOUTHOLD GENERAL NOTES: NORTH 1. CONTRACTOR SHALL PERFORM INCIDENTAL DREDGING ALONG NEW BULKHEAD TO RECOVER MATERIAL WHICH WAS LOST FROM BEHIND THE 150 COVE CIRCLE DATE APRIL- 19 2019 EXISTING BULKHEAD. 80 COVE CIRCLE 2. SECTION Al - INSTALL 40LF OF VINYL BULKHEAD IN-PLACE OF EXISTING TIMBER BULKHEAD. TOP OF BULKHEAD SHALL MATCH EXISTING. OWNER: WALTER BURDEN OWNER; SANDRA 3. SECTION A2 - INSTALL 27LF OF VINYL SHEETING IN PLACE OF EXISTING TIMBER BULKHEAD TO BE REMOVED, IMMEDIATELY SEAWARD OF SCTM#: 1000/49/l/19.2 SCTM ; ABBATIELL 0 1000/49/1/12 - EXISTING STEEL SHEETING TO REMAIN (A MAXIMUM OF 12" BETWEEN FACE OF PROPOSED VINYL SHEETING AND EXISTING TIMBER SHEETING 133 6TH STREET TO BE REMOVED). TOP OF BULKHEAD SHALL MATCH EXISTING. WOOD T7s WAU OWNER: KENNETH LUDACER sir o� �• LAMP . \ cA r.v 4. SECTION A3 - INSTALL 41 LF OF VINYL SHEETING IN PLACE OF EXISTING TIMBER BULKHEAD TO BE REMOVED, IMMEDIATELY SEAWARD OF �� J2� �'� - - p° ^ af�AN`.�frvK ,_ �'x SCTM#: 1001/7.01/l /15.2lot EXISTING STEEL SHEETING TO REMAIN (A MAXIMUM OF 12" BETWEEN FACE OF PROPOSED VINYL SHEETING AND EXISTING TIMBER SHEETING REMOVE AND RESET EXISTING 0TO BE REMOVED). TOP OF BULKHEAD SHALL MATCH EXISTING. d C3y,: .x C Gj 0 TRANSFORMER-0AQSt y .. z CHAIN LINK FENCE (IN-PLACE) AS �. �. �_ . SEE NOTE 9 v 5. SECTION B1 - REMOVE EXISTING TIMBER AND STEEL BULKHEAD AND INSTALL 28LF OF VINYL BULKHEAD APPROXIMATELY 6' LANDWARD OF SEE NOTE 10 ,. ---�A 235�2�, COASTAL S NECESSARY FOR BULKHEAD rcew .. FACE OF EXISTING TIMBER BULKHEAD. TOP OF BULKHEAD SHALL MATCH EXISTING. �{ ` yI���ii, t�ey��--yy ff yYaahh 4.. ,._. 1 ,,7 `\� �( ZJ� {W ."g Mi�(.Ql VrS6; � .r +4'!. .,,."^�"�`"_`\ �1,� v O SHOAL V '\ ,��, x-d INSTALLATION ' �c° SEE NOTE E 21 X42 f SEES `' CON�ti , B o o O = w� ECTION E_ 6. SECTION C - REMOVE EXISTING TIMBER AND STEEL BULKHEAD AND INSTALL 52LF OF VINYL BULKHEAD APPROXIMATELY 6 LANDWARD OF C" ro-��' ♦ �e SG950 E) OVE mVv qN� `w -+I- J\'��O� � H4,H4� REMOVE AND 24� SHEETS FACE OF EXISTING TIMBER BULKHEAD. TOP OF BULKHEAD SHALL BE APPROXIMATELY 3.1' LOWER THAN EXISTING. IVIUDFLgTs L ,�, `' SEC s RECONSTRUCT EXISTING --'"" G ` TION =�� ° st4t` va 7. SECTION B2 - REMOVE EXISTING TIMBER AND STEEL BULKHEAD AND INSTALL 37LF OF VINYL BULKHEAD APPROXIMATELY 6' LANDWARD OF (SM) o -_Q�9 h0 3't (65p - 14, sHE� CONC. STAIRCASE (77SF) "' eta`= FACE OF EXISTING TIMBER BULKHEAD. TOP OF BULKHEAD SHALL MATCH EXISTING. �� SG IN-KIND zN w .E,c. � � , REMOVE EXISTING off+ _' CONTROL =� 30'X3.5' FIXED TIMBER 8. SECTION D - INSTALL 120LF OF VINYL SHEETING IN PLACE OF EXISTING TIMBER BULKHEAD TO BE REMOVED, IMMEDIATELY SEAWARD OF PIPE A�~� � � W N �- c° a NSTALL EXISTING STEEL SHEETING TO REMAIN (A MAXIMUM OF 12" BETWEEN FACE OF PROPOSED VINYL SHEETING AND EXISTING TIMBER SHEETING - TWA S COVE OWNER: HOWARD ENTERPRISES INC. r v v DF'O�ER eRCK c DOCK SAND I TO BE PEMOVED). TOP OF BULKHEAD SHALL MATCH EXISTING. CONDO SCTM#: 1001/7.01/1/16.6 w � vwi `" < 3X15 ALUMINUM LA fP MINIUM 8' u 0 ..S iw , E - ''�`'� po W,2Lr) y GANGWAY AND 25'X5' 9. SECTION E - INSTALL 42LF OF VINYL BULKHEAD IN-PLACE OF EXISTING TIMBER BULKHEAD. TOP OF BULKHEAD EL. VARIES TO A MAX. �� � �� t � sTc� �t �� �� � TIMBER FLOATING DOCK HEIGHT OF 1.35'± HIGHER THAN EXISTING, SEE TYPICAL SECTIONS. COMPLEX t_! � _ TZ o AS MANUFACTURED BY 4t N �h t-H .,� R 10. SECTION F - INSTALL 51 LF OF VINYL BULKHEAD A MAX. OF 33 IN FRONT OF EXISTING TIMBER BULKHEAD. EXISTING TIMBER BULKHEAD IS �" d! o�e� a t c ;doo 00 Nfra ' " � ; GATOR DOCK OR TO REMAIN INTACT. TOP OF BULKHEAD EL. VARIES TO A MAX HEIGHT OF 1 .3'f HIGHER THAN EXISTING, SEE TYPICAL SECTIONS. ��''�► Y�aF Lpl. 2x. ` -° APPROVED EQUAL ti � SEE NOTE 13.D" a "" >> 11. SECTION G - INSTALL 156LF OF VINYL BULKHEAD A MAXIMUM OF 18 IN FRONT OF EXISTING TIMBER BULKHEAD TO REMAIN. TOP OF A) L19 o �'�.� � ; �µ r - SECURED BY (3) 8 0 Z Vv� Ncors° `'°f �.�- y ' PILINGS BULKHEAD TO BE 2.1 ABOVE EXISTING. 0 . 2 ` urrr °� � � 12. SECTION H1 - INSTALL 112LF OF VINYL BULKHEAD A MAXIMUM OF 18" IN FRONT OF EXISTING TIMBER BULKHEAD TO REMAIN. TOP OF poor f hG 22.E p cs t> + o f: a1ERNEACI wlRz , w ` OWNER: HOWARD ENTERPRISES INC. BULKHEAD TO BE 2.0 ABOVE EXISTING. f �o� SCTM 1000 49 1 25.8 ar " # / / / 3.D` z; 13. SECTION H2 - INSTALL 139LF OF VINYL BULKHEAD A MAXIMUM OF 18 IN FRONT OF EXISTING TIMBER BULKHEAD TO REMAIN. TOP OF hD 7 CO v c 1 zea oar D. ,� 1 . ` BULKHEAD TO BE 2.0' ABOVE EXISTING. ` � � SEE NOTE 11 � x SEE NOTE 8 f t 22.?` ae ,,,,f f a:� a� 14. SECTION H3 - INSTALL 1 13LF OF VINYL BULKHEAD A MAXIMUM OF 18" IN FRONT OF EXISTING TIMBER BULKHEAD TO REMAIN. TOP OF Sp \SEcT�. , To F1�AlEUtLCiPtG cr '"` " ` �s \ , E BULKHEAD TO 3E 2.0' ABOVE EXISTING. EXISTING AREAS OF d >>.�ON "� �o, „ PERVIOUS CRUSHED sy y�� '' _ `° 15. SECTION H4 - INSTALL 51 LF OF VINYL BULKHEAD A MAXIMUM OF 18 IN FRONT OF EXISTING TIMBER BULKHEAD TO REMAIN. TOP OF F G P .,. ,��' `SEE SECTION F � i ` BULKHEAD TO BE 2.0' ABOVE EXISTING. BLUESTOINE -zsx.;: X s ` > �, 2 sra as `jCD 350 _ 2-FZ BETWEEN BULKHEAD ` f 1°' G�� F.� `{�' °� SHEDS r 16. HELICAL ANCHOR INSTALLATION ANGLE CAN VARY BY 5° DEGREES TO AVOID CONFLICTS DURING INSTALLATION. AND CONCRETE -� 3.D" �; 5� �� ° ALL TO �M � ��'� "° ,.s' � ��� � ` ` sTc aha t7 17. APPROXIMATELY 832SF OF WATERWAY WILL BE ENCROACHED UPON AS A RESULT OF INSTALLING THE NEW VINYL BULKHEAD DIRECTLY RETAINING W / 23�, c 2ria sra awCKhO <o SEAWARD OF THE EXISTING TIMBER SHEETING. APPROXIMATELY 832SF OF VEGETATED TIDAL WETLANDS WILL BE CREATED. BE REMOVED AND z��` ;. 't s`o«r r`D S , REPLACED (TYP.) `�' �' c I 18. CONTRACTOR SHALL PROTECT ADJACENT SIDEWALK AND ROADWAY DURING REMOVAL OF EXISTING SHEETING AND INSTALLATION OF PROPOSED O �" 1st „Eax cfv �; BULKHEAD. REPLACE EXISTING C4 ' ' w zea. .,a ` 2 PROPOSED ` 19. CONTRACTOR SHALL INSTALL BULKHEAD RETURN AT LOCATIONS AS INDICATED ON THE PLANS (SEE DETAILS). GANGWAY W/ 3 X20 srafrr Dray �, °-f,,, ( ) _ --+-�-+-� 1st STORY a`c� x " � TIMBER MOORING ��O .e` z ALUMINUM GANGWAY '` " "' ,�`� ` zJ ►� 20. WHEN EXPOSED BULKHEAD HEIGHT EXCEEDS 3 FEET ALONG THE EASTERN RETURN, CONTRACTOR SHALL IMPLEMENT SECTION H4 IN LIEU OF OVERHANG 181 CRY 1) r� � PILE (TYP.) � � r � RETURN DETAIL. I � RELOCATE EXISTING ti� ; � � `� � --f-.�._,_, K .; f iaY FRAME utL°I G 22.7" �c `�s. 35'X5' FLOATING DOCK 21. CONTRACTOR SHALL AVOID EXISTING BUILDING FOUNDATION PILES DURING INSTALLATION OF HELICAL PILES. �Q AND INSTALL 3 NEW \O\J�F,�� ? 22. SURVEY PERFORMED BY LAND SURVEYOR NATHAN TAFT CORWIN ON JANUARY 20, 2017. ALL ELEVATIONS SHOWN ARE REFERENCED TO 3,r q7Cn Z O� � J 8"0 MOORING PILES SF,�'�ti � ' 1 % N.A.V.D. 1988 DATUM. f f SEE NOTE 18 23. IT IS ESTIMATED THAT APPROXIh,ATELY 358CY OF FILL MATERIAL WILL BE REQUIRED TO RAISE THE AREAS LANDWARD OF THE PROPOSED � �.�.'� � J � ( „- .� LS�G � �, z' csi ✓' G ` 5 BULKHEAD UP TO THE PROPOSED GRADES SHOWN ON THE PLAN. APPROXIMATELY 215CY OF MATERIAL WILL BE REQUIRED FOR TOWN ' ORy DECK as x 1 g' �>, '( AREAS AND AN ADDITIONAL 143CY OF MATERIAL WILL BE REQUIRED FOR VILLAGE AREAS. FILL MATERIAL WILL CONSIST OF SUITABLE `� - ,,N : / ,`J sro�r Dick ` \X G1 1 ON-SITE EXCAVATION AND DREDGE MATERIAL. ALL ON-SITE DREDGED MATERIAL WILL REMAIN ON-SITE, WITH ANY EXCESS MATERIAL TO BE t110 ' � sG� Q1 U REMOVED COMING ONLY FROM THE APPROXIMATELY 100CY OF UPLAND SOIL MATERIAL TO BE EXCAVATED FOR THE PROPOSED WETLAND f , �,��' CREATION (ALSO SEE NOTE 25). TI DAL WETLAND ,, �,�' G� c,`Z` f ORY DECK s1 \ O �'R 1st STORE DECK �y \ (nom �� , 1st STORY DECK � BOUNDARY ` ,�� 24. ALL DISTURBED AREAS WHERE SOIL WILL TEMPORARILY EXPOSED OR STOCKPILED FOR LONGER THAN 48 HOURS SHALL BE CONTAINED BY A SEE NOTE 28 ,s �� 3r' 0 5� CONTINUOUS LINE OF STAKE HAYBALES / SILT CURTAINS (OR OTHER NYSDEC APPROVED DEVICES) PLACED ON THE SEAWARD SIDE BETWEEN dg ,D .- 225, x ' p ��,� ^� O SEE NOTE 6 ,. ! THE FILL AND THE WETLAND OR PROTECTED BUFFER AREA. 2nd sraTO DECK �D� y< �� hV GjG PROP. IM Ax 1St STORY DECK / 25. APPROXIMATELY 100CY OF UPLAND SOILS EXCAVATED FROM THE LANDWARD SIDE OF THE EXISTING TIMBER BULKHEAD IN SECTION C SHALL SEE NOTE 13 �a�,C, ,.a 1st STORY DECK � `r J ���,'��' �� � � `� � BE USED AS FILL TO RAISE THE AREAS LANDWARD OF THE NEW BULKHEADS UP TO PROPOSED ELEVATIONS. ANY EXCESS MATERIAL WILL 000� �11 �\� � G c�s�s SEE NOTE 7 BE REMOVED AND LEGALLY DISPOSED OF AT AN APPROVED UPLAND FACILITY. n EXISTING CONCRETE 5 \o � - o F ,� °� ,� 1&\ �� "�, `�✓ \S ( 1 '' 26. PROVIDE APPROXIMATELY 43 CY OF NEW PERVIOUS CRUSHED BLUESTONE TO REPLACE THE EXISTING BRICK WALKWAY TO BE REMOVED. RETAINING WALL TO REMAIN �3 " ,�� F , AND BE PROTECTED DURING S 5��� F.F' i �` p ��, � r 27. TIDAL WETLAND BOUNDARY IS EQUAL TO FACE OF EXISTING BULKHEAD. c� BULKHEAD INSTALLATION x 28. ALL AREAS LANDWARD OF PROPOSED BULKHEAD SECTIONS Al, A2, B1, B2, AND C; BETWEEN ALL BULKHEADING AND LANDWARD CONCRETE CONTRACTOR SHALL REPAIR 0 's- F� \ RETAINING WALL; AND BETWEEN PROPOSED 50' RETURN AND CHAIN LINK FENCE TO BE MAINTAINED AS NON-TURF/NON-FERTILIZATION EXISTING RETAINING WALL AS T C ca p �`s -J BUFFER. �I NECESSARY IF DAMAGED syF�2�y ` �, �ti " sc p vp p r" �° WETLAND CREATION 10' WIDE AREA (1,360 SF) TO BE S DURING INSTALLATION OF 2J T �s p r ; AREA (832SF) INCIDENTIALLY DREDGED TO A MAX. DEPTH OF v v v v WETLAND CREATION AREA (832SF) o FLOOD ' F EL. -6.0 (-6.03 BELOW MLW) TO RETRIEVE v v v v o BULKHEAD) ' , �' r \s SCI SOIL WHICH WAS LOST FROM BEHIND THE LI ; � �; � - 0" G PROP. HM EXISTING BULKHEAD (52 CY COMING FROM THE EXCAVATE SOIL AND DREDGE TO MAX MHHW 2.951 LITTORAL ZO `� ' O - ELEVATION OF 6.0 WITHIN THE 6't WIDE - a'� ��u s 2 G��G1�'� PROP. MHW EL. 1 .95E VILLAGE JURISDICTIONAL AREA) (LZ) „d, c= Z -y�, S� , �, p AREA (708 SF) BEHIND EXISTING TIMBER MHW 1 .95± EBB `o= \� 'Cj �F, ;' �' PROP. MHHW EL. 2.951 PROPOSED BULKHEAD BULKHEAD AND REUSE APPROXIMATELY 253 CY MLW 01.03± g v o,; �' -� `S ' OF EXCAVATED/DREDGED SPOIL AS BACKFILL (SEE w& �"� `1-�G REMOVE EXISTING BRICK WALKWAY Pipes Cove Condominium Complex Owners SC950 SECTION H1_ L, S 5 S PROPOSED TIMBER FLOATING DOCK 0 21 SHED Hi) mho --o AND REPLACE WITH BLUE STONE Suffolk County Tax Map # Owner Name S 0 °' � SEE NOTE 5 = SEE NOTE 2 APPROXIMATE SUFFOLK COUNTY TAX MAP (43CY) 0 06,�O LINES 1000-49-01-25.2 William Price �Qc j ! PROPOSED TIMBER PROPOSED HELICAL DATE BY DESCRIPTION APPROV. BY 1000-49-01-25.3 Julia Vergari 4 � to � ,� DEADMAN SYSTEM (TYP.) PILE (SEE T'(PICAL REVISIONS SEE NOTE 4 '° $o � SECTIONS FOR 1000-49-01-25.4 Cornelius Considine r SPACING, PIPES COVE CONDOMINIUM COMPLEX �_ 4, APPROXIMATE LENGTH 1000-49-01-25.5 Calron Building Corp SEE NOTE 3 � AND HELICAL SUFFOLK COUNTY, NEW YORK CONFIGURATION 0 1000-49-01-25.6 Joint Revocable Living Trust of Mark S Goldbe 2 f- ��� ) BULKHEAD REPLACEMENT AT THE PIPES COVE os �s CONDOMINIUM COMPLEX IN THE PECONIC BAY 0s 1001-07-01-16.1 Howard Enterprises Inc. PROPOSED ALUMINUM `SO F � � 1000-49-01-25.7 Sally Ann Pirrera � sFcT � � J�� o� a GANGWAY 0 , o OWNER: VILLAGE OF GREENPORT L P OMC g Stiq 10 q �, �� , �����, B-5 ,1 _ ,��_.__ _ GENERAL N 1001-07-01-16.2 Herbert H Schmidt AY (plpEs tiF �. s rs v J� SCTM#: 1001/7.01/1/17 SOIL BORING 0 o COVE" �s q2J 0ss FF s ,� �G�� o LOCATION 1001-07-01-16.3 Connie Trazzera F0 0 �, L. K. McLEAN ASSOCIATES, P.C. �) /0 �. �c� 2 1001-07-01-16.4 Kathleen Wallace MAR 1 5 2018 CON LILTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 00 .�r I Drawing No. 1001-07-01-16.5 Dawn Johnston SyFgSq�J T` 20 0 20 40 Designed By: KJM scale: AS NOTED 00 0 ADJACENT BULKHEAD TO REMAIN I---"" - - Drawd By: KJM Date: MARCH 2018 1 OF 7 SCALE IN FEET jApproved By: RGD File No. 17098.000 0 BACKFILL WITH SUITABLE ON-SITE EXCAVATION BACKFILL WITH SUITABLE MATERIAL ON-SITE EXCAVATION MATERIAL 1-1/2" DIA. GALV. TIE RODS & CONNECTIONS @ r-2X10 MCA TOP CAP 1 -1/2" DIA. GALV. TIE 2X10 MCA TOP CAP 6' O.C. RODS & CONNECTIONS @ 3X6 MCA "CURB" FASTENED 6' O.C. 3X6 MCA "CURB" FASTENED 10' NON-TURF BUFFER THROUGH DECKING AND WALE 10' NON-TURF BUFFER THROUGH DECKING AND WALE WITH DIAMETER TIMBER BOLT @ REMOVE AND DISPOSE OF WITH DIAMETER TIMBER BOLT @ 3 O.C. EXISTING TOPSOIL AND 3 O.C. 3"X8" CCA GRASS (TYP.) 3"X8" CCA REMOVE EXISTING r REMOVE EXISTING I "1 ., REAR WALE 8X8 CCA WALE (SEE PILE REAR WALE 8X8 CCA WALE (SEE PILE ANCHORAGE SYSTEM AS I ANCHORAGE SYSTEM AS I I CONNECTION DETAIL MEET EXISTING NECESSARY FOR CLEAN SELECT j CONNECTION DETAIL) MEET EXISTING NECESSARY FOR I 1 ) INSTALLATION OF NEW FILL AS I I ITEM 20A INSTALLATION OF NEW CLEAN SELECT ITEM 20A REQUIRED ELEV. 5.20± ANCHORAGE SYSTEM FILL AS ELEV. 5.20± ANCHORAGE SYSTEM TOP OF BULKHEAD ELEV. 4.2± MATCH EXISTING REQUIRED (ro TOP OF BULKHEAD ELEV. 4.2± MATCH EXISTING -:—I _ _....., ..___ ..__ .....__ ..._.. ,..__...._. ,__,1�--1 7__. ... =r�r- ,r i ,r=r., . .�..L_ _� ; �_.....,..._ ,. _,il----::-._._�r:F-.-...,I ;._.._E T......;.. , ., i.. :.: ..,fi ... .i�, 1,. ; �T -_ _,., - ,- .II - I i - REMOVE AND DISPOSE �- ��. :-� ,_.. ;,�:�� w: ,..�...,.. REMOVE AND _ _. ::'_.:::____ _ ,.__.: .._._ ___ _.._...i _...__::._ : ...._. ._ -_W I �t I __ . ..... .- � ---.. �:E : ..__ �..�_a., . _W,I L-:_.::�.____!:! .I.. I I, . !I I I i:__:,:i...__I:I___I:.---'I I!._.....:.I,:.......!I L_W_I::_...I L....._.,.I_ f I L......, � . _.. 77 1 : E PILE CONNECTION_..... ❑F EXISTING TOPSOIL __....,::.._..... _.._I, _..._. L__....I::.-... i;.........€� ..........� � .......... .:....._... .__ SE DETA L I ..........:::..........:: ...........: ........ i:..____:: ........I(._..._..i •........ : _......_ ..,,...._: i_._.__I _..... ,;..........; ._.... ;,_....... SEE PILE CONNECTION DETAIL T S❑ L TING � __..,........... ___....�. L......... .......:!I!..........,.L......_I�€......._,: ....I :.........;.:........,I.........:..........I ......I., .... I�..........I ..._ :...... � ......... L........ : ......... DISPOSE ❑F EXISTING � .. .......... :........... I.......,I:.......... ...........I .........:...........I .. _...;.)(L.........I. � ..I ._... ., :: ::: :. ::, 1-_= '_._.': I ..:.=� i ..' ::.� '.� .-.'' ;�. j f� _ �. _- .. l :::..__. ..__.f: - -- ,__ :,..._; i€._, ;_ ...._.;,f i' I ( PECONIC BAY I . ..._=i ! ! f......... ......... I .......... : I: _"" ,: _ AND GRASS AND FILL ) . (.. III I .I. II . I.I I:. III . I.: .. ... . I,......._.IIL...i.......... :.........Ell..__..I _..... :...._.... ,....._... ........ , ,_.._,::._.......)I L_..._..:::......-:(:........ .......i:,._....:: :.........I,,.,.,-..:. ........I I�.....,. .:.... .. , !I. .E I. ..I., :.... .III..,:I: i�,.: ._. �, _ _ :�:.- : -,:: ..i :.__.; .._ _ . ___ ___ _ __...:._.._,..__. _.._.:., __....::_�_ �.I_. .I_...:. . L� :all i.. r,r. _ _ PECONIC BAY T❑PS❑IL AND GRASS � ,;� , ,_;;;__ ..- ,. ;__;;,__.. :__._;.;..___. ;.._;.;-, ..._, _. ._; .._ . -,;; -_ ..._f ; _,, IiE � M.H.W. EL 1 .95± �-:II__ i ��:€- . _. i __,+i._€E,_._ _._�' ._ : ._ €€- �__; i_. _._,� .__: _ iE ,�, � E€ 4 ± M.H.W. E -1 ± 4 �. _:::._..... ._.i:i.._.__ '.._: :._.. :...... :I:_........i : . I 1 I I !I I-._€;€�.I, I. -:_- I_....... � ::�:._.,,i..... .:........... ._._ ... I.i I!, E : �I. I I_._._.,, _...!�,.;......,;, .,..,.I I:.._..__,, .:--1 I I-_.;,€�.j i I_ , __._� ,:. .. _:,.I�:.:� :W.::..� _�._ ::__ :_.: ,_..... _...: ._. ......_:, _.... ;_._ ::__:..._ ..__..:..__: __:, __ L.... PIPES COVE V❑ID WITH SUITABLE �€ :...._,, ; _.._ ;�._. _......_ ,:__....,,,.__ E;...__, ....._. . __. _ ,;_. :,__ :,.__ ,; _ AND FILL VOID WITH -: � ,:i.__i,i-_..� ._._f€'_..I _..._... : _..___ € E�:.__ i__ii:-, _: __. E _.:;i___ €,_ ,:-_ �___„�_.__. .___.,s!,.._.� . ,. ,_ w � � .;! , - ,:_ ,1— . — ,__,:._._. ._ i,_.._ � - .;- ;__ ,;.__, ._; ;__ __f€,__ --} - � PIPES COVE I: :,: , I I: I,: I ..._ .(_._.. ,,.._..)':..___[i ___�! E.-...III- :,___ - I:.-.) ._ ,:..__:I -_: f—.-- ..-,'*„ �- .. s I-- _ _...._. I. _ - ,.__... ......_I 1.=..: ::___,, ± ! I I i .) I . .I . ., III_.: -_.II!_. € __. '---1 .:. }II _... ::.__ __... _. .___ _.. - __ TIE ROD EL 0.68 N �.._..... _..__ . _..... _..._ .:___ ..,...... +_,..... _.__ TIE ROD EL-0.68± - _.. .__..:i;__ ..........: __. L..__.;, ....__ _ ........, ..._._.;,;__ . .; ;;� I ❑ SITE EXCAVATI❑N I, _.; L E ❑N SITE �..... I ;...... I I L........E I,........�i!I__......,.L...:....I I I-----I:,..........I 1�-....... :..... i;::�-;-f.�.�.:�: , ;:::::...: :.._.... I ......... S U I T A B 1-:.:.... � .. i:..... .. ........:.€-........ ._..: ........_! ,....._:::_-.... G:....... ,:.........,I L._...,.,..�. I .........:........_t t�,...._:.:I:._._. I„--...:._...:..I:I_...... � 1 � , .I. I i.. .i...T. I. I i.........E, I Iii � . I . _,1 .. =I _ .... .........._ I _ MATERIAL .___I !_._.._) L._.._ , ...._€ ........_i'i.......... € ......... f.... I I_..:_ ;11__ i _ i _.....,I L...:....: .... ..!,I.._,_...,,....... 1 I ::_ I.. I .. .._I_..:. _ L:.:h..._.I L.:.� . . . I I_i - . - EXCAVATION MATERIAL ~�.-_-;L!..:...:_„�I_L.,.,.i I I,.....�_;_1_f_I,..,..,,_�:._....;.,�,...... �';� -I-SII- .... , M.L.W. EL-0.03± i _...__ _._. _._._. , ._..._. _ . , i i E I, ....::. i �y,--,, L. i � g"'X8" CCA WALE W 6„X6.,X „ TIE ROD , - : i EXIST. GROUND EL. VARIES BEARING PLATE AND BEVELED WASHER 90° I ..LI i-- . i.._........... IT -0.90 TO -2.80 I :_::.:I I;......:.:I i L_...... I L._.....:I I ".........i .......:. EM 20A EXIST. G 90° I j C ROUND EL VARIES 1 ! t , t iE ti I 2.80 TO 3.90 CONTINUOUS HORIZONTAL CCA �� wl, EXISTING GROUND CONTINUOUS HORIZONTAL CCA y 4 I 8 X;8 CCA WALE W i i i,l L-- E i_-.'!I►..._I;;......ml 11...- 11...-!11.-: i 1-:-.1 11.-.=1 TIMBER DEADMAN PILE 10” TIP / TIMBER DEADMAN PILE 10” TIP AND MINIMUM OF 10 LONG, SEE 6 X6 X 'iTIE ROD BEARING AND MINIMUM OF 10 LONG, SEE �} ! UNDISTURBED ' l I � I_I 1-,,_I,-iii :_--; I.:.::�I I1- I I�__I_`”" �_ UNDISTURBED TYPICAL LAY LOG DETAIL PLATE AND BE1/ELED WASHER 25' CCA TREATED CLASS B TYPICAL LAY LOG DETAIL + !:... I i.�.l l mm ;i- .; 1;�1i,T, EXISTING GROUND ITEM 20A I PILES, 6' O.C. X18 ± I ��.I ) 25' CCA TREATED CLASS B i ITEM 20A EXISTING STEEL SHEETING TO I lli I PILES, 6' O.C. 1± i , REMAIN, FILL THE VOID BETWEEN 1 ITEM 20A 15 LONG CCA TIMBER 16 - FACE OF PROPOSED VINYL 15 LONG CCA TIMBER THE EXISTING AND PROPOSED I II ,I PILE @ 6' O.C. WITH SHEETING TO BE INSTALLED PILE @ 6' O.C. WITH I #j ' PROPOSED VINYL SHEETING TO SHEETING WITH CRUSHED STONE, i �I ( BE INSTALLED DIRECTLY IN MINIMUM TIP 10" IN-LINE WITH FACE OF EXISTING MINIMUM TIP 10" SIZE #1 (4CY) I j-"C TIMBER SHEETING ( I I FRONT OF EXISTING STEEL REMOVE AND DISPOSE OF I REMOVE AND DISPOSE OF I i I SHEETING EXISTING TIMBER SHEETING EXISTING TIMBER SHEETING I I 17' VINYL SHEETING TO BE 10// BOTTOM OF VINYL SHEETING EL. -13.0± ( BOTTOM OF VINYL SHEETING IEL. -13.0± 17' VINYL SHEETING TO BE I I SHOREGUARD 850 SERIES ( SHOREGUARD 850 SERIES I VINYL SEAWALL SHEETING I VINYL SEAWALL SHEETING I I OR APPROVED EQUAL I I ( ( FACE OF PROPOSED BULKHEAD TO BE INSTALLED OR APPROVED EQUAL ! IMMEDIATELY IN FRONT OF EXISTING STEEL SHEETING (A MAXIMUM OF 12' FROM FACE OF PROPOSED VINYL j SHEETING TO FACE OF EXISTING TIMBER SHEETING) I I ! BOTTOM OF TIMBER PILE EL. -19.80± ( I BOTTOM OF TIMBER PILE EL. -19.80± SECTION Al —Al- SECTION A2 —A� .__! VINYL BULKHEAD W/ TIMBER DEADMAN ANCHORAGE SYSTEM VINYL BULKHEAD W/ TIMBER DEADMAN ANCHORAGE SYSTEM ( IN — PLACE BULKHEAD REPLACEMENT) BACKFILL WITH SUITABLE ( INSTALL IN PLACE OF EXISTING TIMBER SHEETING ) ON-SITE EXCAVATION N.T.S MATERIAL N.T.S 1 -3/4" DIA. GALV. TIE RODS 2X10 MCA TOP CAP & CONNECTIONS @ 6' O.C. 10' NON-TURF BUFFER OR #10, 1-1/4"0 GRADE 75 3X6 MCA "CURB" FASTENED ALL-THREAD REBAR & THROUGH DECKING AND WALE CONNECTIONS @ 6' O.C. WITH J" DIAMETER TIMBER BOLT @ 3' O.C. 3 REMOVE EXISTING 3"X8" CCA L ANCHORAGE SYSTEM AS REAR WALE ( ( 8"X8" CCA WALE (SEE PILE of MEET EXISTING CONNECTION DETAIL) NECESSARY FOR 2 INSTALLATION OF NEW CLEAN SELECT I I ITEM 20A . ANCHORAGE SYSTEM REQUIRED I FILL AS ELEV. 5.20± o TOP OF BULKHEAD ELEV. 4.2± MATCH EXISTING 3'± - REMOVE AND .. _ !III"II f I.. 1, —1 11-:I f . . �3 �.,�' PILE CONNECTION- I " ::_ DISP❑SE OF EXISTING I ...... ,....._ 1 ::7.:- I: : �_-;II_ ' -.-1, _E I !E:i.1- I1I: W =:i -: I:: :: W i II ;_...- I'�__ -!I I: :I I':::::+:1I I::: I _ PECONIC BAY TOPSOIL AND GRASS 4 2 � �,! -�� I i.:_"�i' -- _ : -..._-_ -- .. . M.H.W. EL-1 .95± E 1 E. µ{Ii.—i i�=��--,I _�I,i.__�i �i I I.._I�I==1 I i =����-_I I ..-,I.�:--;I I.;-�.'-�_I_-1._I��{_i=�_E__-�_�-(.1;..-i i .I.�.... _.I I AND FILL VOID WITH ' _ I €;SEI,= ; _ , .__, Ii I I:___I I =!C 1 I ..i I :I LI I€---!1 I'___I l i-El 1,.._YI I W 1 i:�!I Iii I T I,I'-1 I I�I I' -`.�'i� I_I:: ...., .. (PIPES COVE o SUITABLE ❑N-SITE �. . .. , 1 ;:__i 1.:.::. ; .__.. ........... ::......... Ii . _ rte_ t ...�;. .. I TIE ROD EL=0.68± I I!,_. ..i I I I ., :::W I;; �; I I I fl�I .Y!, l I_ .;..1.:x:1r1�.1 EXCAVATION MATERIAL _.E _..... .. LSI E i I I-_- ,E r' E I _ i... .I�.,�;_.. .i M.L.W. EL=0.03± III „ I .�_i _i ::: w;l! .* ... ..._.. 1} I iLL- 8"X10" CCA WALE W/6"X6"Xi" TIE ROD 0 90° ! I I BEARING PLATE AND BEVELED WASHER 1 �� I ITEM 20A00 EXIST. GROUND EL. VARIES o CONTINUOUS HORIZONTAL CCA �i 1� I, -3.90 TO 5.50 TIMBER DEADMAN PILE 10 TIP C AND MINIMUM OF 10' LONG, SEE 1 ==1I 1I1-L.'_�W=:�L_�-='_L.. BACKFILL WITH SUITABLE 2X10 MCA TOP CAP ON-SITE EXCAVATION MATERIAL 2X10 MCA TOP CAP 1 -3/4" DIA. GALV. TIE RODS & CONNECTIONS @ 6' O.C. 10' NON-TURF BUFFER OR #10, 1 -1/4"0 GRADE 75 � 8"X8" CCA WALE (SEE PILE 10 NON-TURF BUFFER BACKFILL WITH SUITABLE CONNECTION DETAIL ALL-THREAD REBAR & 8"X8" CCA WALE (SEE PILE ON-SITE EXCAVATION ) CONNECTIONS @ 6' O.C. CONNECTION DETAIL) MATERIAL 3"X8" CCA REMOVE EXISTING REMOVE EXISTINGN _ +ANCHORAGE SYSTEM AS 3X8 CCA _ ANCHORAGE SYSTEM AS REM❑VE FND REAR WALENECESSARY FORSE ❑F EXISTINGNECESSARY FOR REAR WALE I ! INSTALLATION OF NEWOIL AND GRASS MEET EXISTING INSTALLATION OF NEW ! ! ANCHORAGE SYSTEMILL V❑ID WITH 6 ± ( ! ELEV. 5.20± ANCHORAGE SYSTEM CLEAN SELECT 6'± ABLE ❑N-SITE FILL AS I ! ELEV. 5.20± TOP OF B L HEAD ELEV. 4.2± MATCH EXISTINGEXCAVATION MATERIAL ......._.- _._ _..._. .......... ......._., ,,... . REQUIRED `:i.'ii?' _... ___ ___... _..,..._....._. _-.___..._............_.. .__.._,_ - ..,__ . _ _. . - - -- ,. H I I E I SEE NOTES 11-13, S H TOP OF B ELEV. 4.2± MATCH EXISTING __ €:,.___,::.__.,.i__......L:�_.._.. -1;I'--. T..- _L I ==i i�1 T_.__Tf € �TT=f _ :I I`>-? ....:...::: ... W,;..._...... ,..,__:.;........_ 3':1-!_ ;1..� __ �.=:_..;.:..._. :___-;:-� ;; ._ - , ; , -' PECONIC BAY ____;;,_....... ; ___ _,. -- ;;-; --; _ M.H.W. ELT1 95± N ! —3,;___!,,_._�. _, ,.:._:.: r :___!, ._.._III_...,_..., ..:. _I I i�:-.:_:i f 1.�-:.:. - f` � AND .. .,_.,..: ...._., .__.... :........... MEET EXISTING 3 REMOVE 3 - , - _.... : �,........ IL........ _..._,',___.., 1 )( =1 i PIPES COVET) :.,...,....:!i........,. �_._,.,.I�'..........!:..........I f�...........::........... i.�� I_i�.: !_:..:. ��.� ...�,.....�i.:. :.3!I.:.."....� I._.......I�. I(:: ..;._.:., ,:!!.;,,1 i ;.I....,._. ,.I ,I�. i : ,... , ,i:.......... .. _., .. ._.. /- _- .._ -'i i- _: :_ _- ,;.__ i __. 'i._. ,1 N , = BAY �':: ''. T=''. - POSE ❑F EXISTING .- I;- 7E i- , - ; .-; L: ._;i l_._.__ M.H.W. EL 1 .95E PECONIC / _ DIS � i:_..__. :L__.: :.____ ,I_....: :.�_.::,_,_.;I ._.._ ,__;I ._ ! -,13 l i;-_r ;:_� ....__.:: __.:I i€_.,: ._I, i:.....:!I:- _�I(___. ___.!;I__..�; �..�I!�-i; -!!i 4 € _ 8± .1 .�.� . !. _:� .:�...._ il ,_.� :.__.. _ --:;,;_. ,_ �_ _ LL,_......!,I,a..... _. _ ;' TIE ROD EL 0.6 _ - - I- - -' PIPES COVE _, — :3� �._._. :'.__ —i = i__:. I -� i �-! I� :— i _— '—:I ;....._...�I �--! ;=_!,_- :: REMOVE AND REPLACE EXISTING HEDGE IN-KIND 2X10 MCA TOP CAP 10' NON-TURF BUFFER 2X10 MCA TOP CAP BACKFILL WITH SUITABLE (BLUE STONE) ITEM 20A ON-SITE EXCAVATION MATERIAL OR DREDGED SPOIL ELEV. 9.50± EXISTING SIDEWALK RESTORE DISTURBED 3"X8" CCA TO REMAIN 3"X8" CCA AREA LANDWARD OF REAR WALE REAR WALE BULKHEAD IN-KIND 8"X8" CCA WALE (SEE PILE EXISTING ANCHORAGE ► CONNECTION DETAIL) SYSTEM TO REMAIN TOP OF BULKHEAD ELEV. 5.451 .........\tf I Y ,,,.S' ELEV. 9.50E - . : .: 11 TOP OF EX. BULKHEAD ELEV. 4.10E CLEAN' LE ,�.�.I I........, EXISTING ANCHORAGE A „-fir ( w ,.�"; 1l/�� { SEE NOTES 1 1 -13, SHEET 7 , yi -.T, ,L_1;.., { I 5 5 ± PECONIC BAY SYSTEM TO REMAIN REQUIEQ ! 8X8 CCA WALE (SEE PILE CLEAN SELECT M.H.W. EL=1.95± CONNECTION DETAIL) \ TIE ROD = (PIPES COVE) t - w REQUIRED _... I..._'.I I� EL 0.68E .--__" _--.... / T TOP OF BULKHEAD ELEV. 4.2± MATCH EXISTING r" r- _ -.-"- - -j j I � I"{j"". i M.L.W. EL=0.03± ... ......... ....... ........ ......... .a %t- - - .t, \ ;- SEE NOTES 11 -13, SHEET 7 SEE NOTE 1 SHEET 7 I i t t C /6"X6"X�" T + PECONIC BAY t i l CA WALE W IE ROD 4'-2'- M.H.W. EL=1.95± i { ( BEARING PLATE AND BEVELED WASHER (PIPES COVE) ITEM 20A TIE ROD EL 0.68E ._.......... ." \ 41,-i.l, ll \`. i M.L.W. EL=0.03± ; ROUND EL. VARIES ti, t t EXIST G i f 1 { -4.70 TO -7.80 EXISTING GROUND „Ijj „�.`.."_.. I CCA WALE W/6.75 X6.75 X� TIE i t ! I::: ; Il �I _ I 14, ROD BEARING PLATE AND BEVELED WASHER ITEM 20A .... � � __'._,_.:._. .._...,:::- --::::_�:=�:b'=�_�: -:w-�_.—:_� BACKFILL WITH SUITABLE 60'± LONG, TYPE SS150 HELICAL ` y f I: :.µ, ;: 11 - I,:._ I_L.... ".:. = I ANCHORS AS MANUFACTURED BY CHANCE ' I -":I{_I:: ::: =-IIf EII ,;.:I. ..f, ......{ .. i ON-SITE EXCAVATION t ;; ( EXIST. GROUND EL. VARIES DREDGE TO EL. -6.0 MAX MATERIAL OR DREDGED SPOIL i ! { ;= -4.70 TO -7.80 OR APPROVED EQUAL @ 30' & 5.75' O.C. I - REQUIRED MINIMUM FIELD INSTALLATION j ) UNDISTURBED 11-71_i TORQUE=5,000 FT-LBS MINIMUM FREE LENGTH = 15' 30 CCA TREATED CLASS B ,� L ""� ( III: II, III II III I I- II( fI {II i :! ; ; �— EXISTING GROUND DESIGN LOAD - 25,000 LB REMOVE AND DISPOSE OF PILES, 6' O.C. 60 LONG, TYPE SS150 HELICAL I I i!_, IImi ;;III"--„ II,-"�II1,1 Ill-” I_I_I : III:-I_I_;I�l.._E II"�i - EXISTING TIMBER SHEETING ( I ANCHORS AS MANUFACTURED BY CHANCE i :.": f THE HELIX CONFIGURATION SHALL BE FACE OF PROPOSED VINYL EXISTING STEEL SHEETING TO I I ISI I ISI I I: !i I_WWf I I ._ I.._._I!I._._I I(_ i I , OR APPROVED EQUAL © 30° & 5.75' O.C. I 10"-12"-14"-14"-14"-141 THIS MAY 24 VINYL SHEETING TO BE SHEETING TO BE INSTALLED REQUIRED MINIMUM FIELD INSTALLATION REMAIN, FILL THE VOID BETWEEN I { I UNDISTURBED BE MODIFIED A.O.B.E. BASED ON FIELD SHOREGUARD 950 SERIES I IN-LINE WITH FACE OF EXISTING THE EXISTING AND PROPOSED I TORQUE=5,000 FT-LBS SHEETING WITH CRUSHED STONE CONDITIONS. VINYL SEAWALL SHEETING OR ! TIMBER SHEETING {{ MINIMUM FREE LENGTH = 15' (I 30' CCA TREATED CLASS B ITEM 25 APPROVED EQUAL DESIGN LOAD = 25,000 LB SIZE #1 (24CY) I I PILES, 6' O.C. I I THE HELIX CONFIGURATION SHALL BE REMOVE AND DISPOSE OF I I l I EXISTING TIMBER SHEETING 10 -12 -14»-14">-14 -14 . THIS MAY I ZI BE MODIFIED A.O.B.E. BASED ON FIELD I I of 12"-- CONDITIONS. I BOTTOM OF VINYL SHEETING EL. -18.60± �I ITEM 25 24' VINYL SHEETING TO BE I { EXISTING CHIMNEY TO m SHOREGUARD 950 SERIES I 3 PROPOSED COMPOSITE SHEETING EXEXAVOIDED DURING wi BOTTOM OF TIMBER PILE EL. -20.50± VINYL SEAWALL SHEETING OR I TO BE INSTALLED DIRECTLY IN APPROVED EQUAL I I FRONT OF EXISTING STEEL INSTALLATION OF I SHEETING PROPOSED BULKHEAD I SECTION E — E FACE OF PROPOSED BULKHEAD TO BE BOTTOM OF VINYL SHEETING EL. -20.0± ! INSTALLED IMMEDIATELY IN FRONT OF EXISTING l _ EXISTING TIMBER ! VINYL BULKHEAD W/EARTH ANCHOR TIE BACKS STEEL SHEETING (A MAXIMUM OF 12" FROM FACE PILE TO REMAIN OF PROPOSED VINYL SHEETING TO FACE OF --- --A ; ( IN — PLACE 0 F EXISTING TIMBER SHEETING EXISTING TIMBER SSHEETING) „ „ 3X8 SCCA 2.75'+ REAR WALE _ J ELEV. 9.50± N.T.S SECTION D — D EXISTING BUILDING VINYL BULKHEAD W/E A R T H ANCHOR TIE BACKS FOUNDATION TO BE I 8''X8" CCA WALE (SEE PILE AVOIDED DURING I { I CONNECTION DETAIL) INSTALLATION OF ( INSTALL DIRECTLY IN FRONT OF EXISTING STEEL SHEETING) PROPOSED BULKHEAD SEE INQITE 14, 1 1 TOP OF BULKHEAD ELEV. 5.5± 3 SHEET 7 I { o N.T.S I7NPECONIC BAY TOP OF EX. BULKHEAD ELEV. 4.2± �I EXISTING TIMBER " I PIPES COVE) WALE TO REMAIN- - -- I 'a SEE NOTES 11 -13, SHEET 7 o (TYP.) M.H.W. EL=1.95±5'-5 ` i E TIE ROD EL=0.68± M.L.W. EL=0.03± EXISTING ANCHORAGE 8"X12" CCA WALE W/6.75 X6.75 X TIE �1 SYSTEM TO REMAIN 'i ; ROD BEARING PLATE AND BEVELED WASHER o t ITEM 20A 0 EXIST. GROUND EL. VARIES o i 1 -4.80 TO -6.40 rn 60'± LONG, TYPE SS150 HELICAL i O ANCHORS AS MANUFACTURED BY CHANCE I,I:;:::::I OR APPROVED EQUAL © 30 & 5.75 O.C. 4 0 4 cn ' { �; I I. 1 I REQUIRED MINIMUM FIELD INSTALLATION TORQUE=5,000 FT-LBS E II" I{ .....:.:II ......:::!; ;::;:.:111::::1 ;::;_11.::::..:.:1;..::::. 1;::.:....:;1::.... EXISTING GROUND 3 I. Iii.... ;ii —,,,— I I... - SCALE 1"= 4'-p„ a MINIMUM FREE LENGTH = 15, o DESIGN LOAD = 25,000 LD EXISTING TIMBER BULKHEAD TO -I� k? DREDGE TO EL. -6.0 MAX ;.. -1 THE HELIX CONFIGRATION SHALL BE -�-' REMAIN, FILL THE VOID BETWEEN 0 10"-12"-14"-14"-14"-14". THIS MAY THE EXISTING AND PROPOSED UNDISTURBED o BE MODIFIED A.O.B.E. BASED ON FIELD SHEETING WITH CRUSHED Ll fl U CONDITIONS. STONE, SIZE #1 (19CY) ITEM 25 ( 30' CCA TREATED CLASS B DATE BY DESCRIPTION APPROV. BY 24' VINYL SHEETING TO BE i ( PILES, 6' O.C. REVISIONS SHOREGUARD 950 SERIES I rn VINYL SEAWALL SHEETING OR i I PIPES COVE CONDOMINIUM COMPLEX oEn APPROVED EQUAL I I SUFFOLK COUNTY, NEW YORK o BULKHEAD REPLACEMENT AT THE PIPES COVE 12" BOTTOM OF VINYL SHEETING EL. -1s.so± CONDOMINIUM COMPLEX IN THE PECONIC BAY ° BOTTOM OF TIMBER PILE EL. -20.501 MISCELLANEOUSi DETAILS — 3 N N N O � O 1 SECTION F1 - F1 L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 VINYL BULKHEAD WZEARTH ANCHOR TIE BACKS Designed By: KJM Scale: AS NOTED O L N 0 Drawing No. coo INSTALL DIRECTLY IN FRONT OF EXISTING TIMBER BULKHEAD Drawn By: KJM Date: MARCH 2018 4 of 7 � i N.T.S Approved By: RGD File No. 17098.000 U 1"0 DOME HEAD TIMBER PROPOSED LOCATION OF 3' WIDE, BOLT. (TYP.) 15' LONG ALUMINUM GANGWAY GENERAL NOTES: 2X10 MCA TOP CAP (TYP.) 30' CCA TREATED CLASS B MATCH ELEVATION OF ADJACENT 1 . BULKHEAD RETURN DETAIL ONLY TO BE USED WHEN EXPOSED ITEM 20A BULKHEAD HEIGHT IS LESS THAN 3 FEET. WHEN BULKHEAD HEIGHT PILES, 6' O.C. 8"X8" CCA WALE (SEE PILE BULKHEAD SECTION EXCEEDS 3 FEET, CONTRACTOR SHALL IMPLEMENT THE ADJACENT CONNECTION DETAIL) 2X10 MCA TOP CAP Y2,-"x3" LAG SCREW, BULKHEAD SECTIONS SHOWN ON THE PLANS. EL. 5.45± ITEM 20A ITEM 20A WITH WASHER (ONE / _""I 3"X8" CCA REAR WALE, PER PAIR OF SHEETS) 3 -+ 1 0 GALV. TIMBER BOLT W/ WASHER & HEX FASTEN TO SHEETING WITH' FASTEN TO SHEETING I 6 + 6 + 9'+ 13'-6"+ I 8"X8" CCA WALE, I I NUT (FULL COUNTERSINK AT WALE & PILE) O TIMBER BOLT W/ WITH J"O TIMBER BOLT W/ WASHER & EL. 4.83± I WASHER & HEX NUT NUT (EVERY OTHER PAIR) • T 4.20 EL. 4.20± I (EVERY PAIR) 5f.__... ... . . .. ._....... ....._. __. _.... _..__ ..._..._ ...._ .__ ___.. __ .__ - - - _ SEE SECTION D-D FOR I SEE SECTION F1 -F1 FOR I I I f INFORMATION NOT SHOWN f[' PECONIC BAY =, EE iII___!IIW..,._IIj- INFORMATION NOT SHOWN ! i 2'± TYP. _ - I _ ....__" ........ ......... ........ .......... ........ .__._. ...... .......... .......... .......... .......... ___ _ _....... ._...... 3 MAX. u:.. .._ 4.. ._ 1 (PIPES COVE _I 0 ._._ .__ ___ _....._ _._. __. • ........ ___ �.._ _.... :.. __ __ __ .�._.._ __ :. _ _ _ _ _' -1 I i- 1 I 1-- I I M.L.W. EL=0.031 II EXISTING GROUND -I r ........`..._. ..._I.. ...... ......... .......... ....... ........ ......... ........ ......... ........ ....... .... ...... .......... .......... ......._ _...__. .._.._ _....... ......... ........ ....... ___. ._...... .......... .,.- .J ......... _....._. __. .._... ._".... .......... .......... .......... ....... _...... .._..._ .... ... ......... ......... .......... ... ...... _....... ... ......... ....... .......... .......... ... ... ...._. :.. ........ .. SEE VINYL SHEETING AND CORNER ! DETAIL (TYP.) I I I I I 8"X12" CCA WALE (TYP.) �..�._.=(L_�.-Ems::-1..�.=III.=_ . ..........i I I ! SHOREGUARD VINYL SHEETING , I I I OR APPROVED EQUAL (SEE — - i I I PLAN FOR LENGTHS AND I EXIST. ROUND EL. VARIES I I _.._. .__. __. .__..... _..._... _..... .......... . ..._..... ......... __. __._. ........-4,70" To _-7,so _. ........ __._. __ _ __ ___. __..._ _. .- __ _. _. .._ ...._ ...__ ..__ .__ .__ ._i.I_._... I SHEET TYPE) I I I I I I I I I I I XISTING STEEL SHEETING I I I I TO REMAIN BULKHEAD RETURN DETAIL I I I E I I I N.T.S I I I I REMOVE AND DISPOSE OF I EXISTING TIMBER SHEETING I I I I I I I 3 ! I I !I 1I. . _ . 6�± ........ . ... .. 6'± .... 1.._.1.....'±._..... ... ......... ....... - _.... 6'± 6'± L J - I I I , BOTTOM OF VINYL SHEETING EL. —18.67 SEE SECTION E-E FOR 24' VINYL SHEETING TO BE INFORMATION NOT SHOWN 8"X8" CCA WALE (SEE PILE SHOREGUARD 950 SERIES CONNECTION DETAIL) TOP OF BULKHEAD EL. 3.58± VINYL SEAWALL SHEETING OR APPROVED EQUAL 2X10 MCA TOP CAP ITEM 20A BULKHEAD ELEVATION FOR SECTION E - E 3"X8" GCA PROPOSED 3' WIDE, 15' LONG EL. 12.0± N .T. S . REAR WALE ALUMINUM GANGWAY BACKFILL WITH SUITABLE ON-SITE MATERIAL REMOVE AND REPLACE35' CAA TREATED CLASS B EXISTING BRICK WALKWAY WITH PILE (8" MIN, TIP) 0) BLUE STONE (8" DEEP, 3CY) 3 EXISTING ANCHORAGE MEET EXISTING OI SYSTEM TO REMAIN PECONIC BAY (PIPES COVE) 41 ' . EE 1 1 r M.H.W. EL=1.95± 10' NON-TURF"' UE41 M.L.W. EL=0.03± 07-4 U FLOATING DOCK i -: = I 0 ,4 tt ; I REMOVE AND REPLACE EXISTING t I I PILE SUPPORTED PIER WITH 00 ! 5'X25' FLOATING DOCK AS 0 60'± LONG, TYPE SS150 HELICALi I : EXIST. GROUND EL. VARIES MANUFACTURED BY GATOR ANCHORS AS MANUFACTURED BY CHANCE -4.70 TO 7.8 0 DOCK OR APPROVED EQUAL OR APPROVED EQUAL @ 30° & 6' O.C. s n3 REQUIRED MINIMUM FIELD INSTALLATION -..I.(.!.��LL-I:...I.....I..:,:., _.._( -.iI _.. __l(lI .._L-_;... ..: :�iiIi :i1117-.111-- :i II IiE...::;!.:.�-..-...�::...:I.......:I._....I...�j...( :I! ......,..,i f-I-.I.i...I:;,,::E,_-- ...i ::�.I.-.I...I.._..�I.. I";TORQUE-5,000 FT-LBS MINIMUM FREE LENGTH 15 T .; 1 400 4' :DESIGN LOAD 25,000 LB DREDGE TO i=......I1 :1 0 THE HELIX CONFIGURATION SHALL BE I ( EL. -6.0 MAX. SCALE 1"= 4'-0" » » 10 -12 -14 -14 -14»-14 . THIS MAY I I I 0 BE MODIFIED A.O.B.E. BASED ON FIELD I IUNDISTURBED CONDITIONS. I DATE BY DESCRIPTION APPROV. BY ITEM 25 REMOVE AND DISPOSE OF F i� EXISTING TIMBIER SHEETING REVISIONS i PIPES COVE CONDOMINIUM COMPLEX (n 24' VINYL SWEETING TO BE I SUFFOLK COUNTY, NEW YORK j SHOREGUAR'D 950 SERIES 0 I l VINYL SEAWALL SHEETING OR i BULKHEAD REPLACEMENT AT THE PIPES COVE o APPROVED EQUAL FACE OF PROPOSED VINYL CONDOMINIUM COMPLEX IN THE I C BAY AY 0) ' SHEETING TO BE INSTALLED E 1..........1 IN-LINE WITH FACE OF EXISTING N TIMBER SHEETING MISCELLANEOUS DETAILS - 4 N � 0 _0 I `� L. K. McLEAN ASSOCIATES, P.C. oo c SECTION E — E CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 VINYL BULKHEAD @ FLOATING DOCK Designed By: KJ M Scale: AS NOTED Drawing No. o 5 N.T.S Drawn By: KJ M Date: MARCH 2018 5 OF 7 Approved By: RGD File No. 17098.000 U REMOVE EXISTING 12' WIDE, 1 ,560SF BRICK WALKWAY AND REPLACE WITH EXISTING CONCRETE BLUE STONE (NON-TURF BUFFER) RETAINING WALL TO REMAIN AND BE 3"X8" CCA ELEV. 9.50E PROTECTED DURING REAR WALE BULKHEAD ..... .......... .......... ....._ ..-.. .. .. 8"X8" CCA WALE (SEE PILE BACKFILL WITH SUITABLE I INSTALLATION CONNECTION DETAIL) BLUE STONE (8" DEEP) j ON-SITE EXCAVATION I PECONIC BAY MATERIAL OR DREDGED SPOIL I TOP OF BULKHEAD ELEV. 5.5E (PIPES COVE) 10' NON-TURF BUFFER SEE NOTE 14, EXISTING CONCRETE I 1 TO ... ....... ....... ....1 ..;.1...: 6, & 3X6 MCA "CURB" FASTENED ....... .... RETAINING WALL STT_.::: ::::::. :::.:::. r.::.:.... .., �:: : VARIES, .. .. .... _...___._ _.CL-.; !.: -... TOP OF EX. BULKHEAD EL. 3.40E (;.:. ::=. (I1 I ..L. REMAIN AND BE SEE PLAN THROUGH DECKING AND WALE -� PROTECTED DURING WITH DIAMETER TIMBER BOLT SELECT FILL AS I . :.I i 1 !(- _ii:==:=:i l=11==:-I 1= Wi =�t���� SEE NOTES 1 1-13, SHEET 7 5'-5'± === ail I M.H.W. EL-1 .95± BULKHEAD 3' O.C. (ONLY ALONG OPEN BAY) NECESSARY i.:..;.-L.._I:-, 1..._;::...:-:�_E.:,�,� � - UNDISTURBED i l 1:::::::.1 l 1:::: a ' \ �I. -; -� -`,�:-� `• � -' INSTALLATION F ....: " < TIE ROD EL=0.68± ELEV. 9.50E BACKFILL WITH 3"X8"' CCA M.L.W. EL=0.031 '� � �� " ��� REMOVE NGAND DOCKRESET AND TIMBER PILING ON-SITE GRAVEL REAR WALE NG SELECT FILL- AS 8"X8" CCA WALE SEE PILE EXISTING ANCHORAGE _� ! 8; X12 CCA WALE W/6.75 X6.75 X TIE __ _..._.. ........ t 1 AS NECESSARY FOR BULKHEAD NECESSARY CONNECTION DETAIL SYSTEM TO REMAIN t I ( ROD--BEARING--PLATE AND BEVELED WASHER INSTALLATION BACKFILL WITH SUITABLE I I ) PECONIC BAY t ; ITEM 20A ON-SITE EXCAVATION I ( TOP OF BULKHEAD ELEV. 5.5± 1 (PIPES COVE) EXIST. GROUND EL. VARIES MATERIAL OR DREDGED SPOIL I f -3.90 TO -6.6 ; SEE NOTES 11-13, SHEET 7 60'± LONG, TYPE SS150 HELICAL t ' I ' _I EXISTING GROUND SEE NOTE 14, SHEET 7 µ.' ._rv__ "_ �If_. :::::i;�..., r__"""� � ELEV. 3.5± - !I—Ii^i ANCHORS AS MANUFACTURED BY CHANCE 1- ;.......__, ....... T_........ ......:_ ..... ,.... .......,,:..._ ElI , j ..:.. 5/- N I -:::: ,:.-:.- I I .:: !1 -1 I I= 1 I :�I I l i i`:-:_:;'l.-.; !1_:==1':1= .I I 1 l,�.._.� ::._ 5 ± I==i -' A D UAL © 30 & 5.75 O.C. -- �\ M.H.W. EL=1.95± OR APPROVED Q � _ - ;I__...... ' �E�- - 1;.. ;_ _ I :� : � EXISTING ANCHORAGE REQUIRED MINIMUM FIELD INSTALLATION I i........... :........ii ........_� (— ..-...-� ;:::..-. 3.......... i;:-----iii { �; SYSTEM TO REMAIN UNDISTURBED—� - TORQUE=5,000 FT-LBS -fir TIE ROD EL=0.68± MINIMUM FREE LENGTH = 15' EXISTING TIMBER SHEETING TO I I' DREDGE TO EL. -6.0 MAX .:%t t 1=111-I_i_i M.L.W. EL=0.03± DESIGN LOAD = 25,000 LB REMAIN, FILL THE VOID BETWEEN I UNDISTURBED (ONLY WHERE SHOWN ON THE HELIX CONFIGURATION SHALL BE THE EXIXTING AND PROPOSED THE PLANS) 8"X12" CCA WALE W/6"X6"X " TIE ROD 10"-12 14"-14"-14"-14". THIS MAY SHEETING WITH CRUSHED STONE, I i 30 CCA TREATED CLASS B t '� i I BEARING PLATE AND BEVELED `HASHER BE MODIFIED A.O.B.E. BASED ON FIELD SIZE #1 (31CY) I t I ;... ITEM 20A CONDITIONS. ' I PILES, 6' O.C. ! t I I I Ili =, EXIST. GROUND EL. VARIES -0.90 TO -6.60 . .: ; __... .... ITEM 25 24' VINYL SHEETING TO BE SHOREGUARD 950 SERIES I I i ::..:..a!iW:::.-1.._L:::::=_f..�. W-IIj ::::.1L::::::::. i:...... .., VINYL SEAWALL SHEETING OR I 39'± LONG, TYPE SS5 HELICAL ANCHORS AS MANUFACTURED !, PROPOSED SHEETING TO BE I_I,„_ II,,� L�._ ;#,_I,,,T; l{, 11i,��.; _;;___ APPROVED EQUAL I EOR APPROVED E UAL ® 30' & 5.75' 0. I ! iµ:. L,,.1:=-.:% L.I ::=;L = I_I:=:=-'_.--=1L.I �f_....= ....i....: EXISTING GROUND INSTALLED DIRECTLY IN FRONT BY CHANC Q - C REQUIRED MINIMUM FIELD INSTALLATION TORQUE-4,500 FT OF - 0F EXISTING TIMBER SHEETING :_=1._�..I:... '' I H1 MINIMUM FREE LENGTH = 15', DESIGN LOAD = 22,700 LB II III i Ii_;, _ FACE OF PROPOSED BULKHEAD TO BE THE HELIX CONFIGURATION SHALL BE 1O"-12"-14"-14'$-14'l. i I ... . INSTALLED IMMEDIATELY IN FRONT OF THIS MAY BE MODIFIED A.O.B.E. BASED ON FIELD CONDITIONS. EXISTING TIMBER SHEETING TO I :.. EXISTING TIMBER SHEETING (A MAXIMUM OF 18' BOTTOM OF VINYL SHEETING EL. -18.60± ITEM 25 REMAIN, FILL THE VOID BETWEEN 1 UNDISTURBED FROM FACE OF PROPOSED VINYL SHEETING TO THE EXISTING AND PROPOSED i , SHEETING WITH CRUSHED STONE, ! 25 CCA TREATED CLASS B FACE OF EXISTING TIMBER SHEETING) BOTTOM OF TIMBER PILE EL. -20.501 SIZE #1 (70CY) I I PILES, 6 O.C. 35'1 LONG, TYPE SS5 HELICAL ANCHORS AS MANUFACTURED I- I PROPOSED SHEETING TO BE SECTION G — G BY CHANCE OR APPROVED EQUAL © 30' & 5.75' O.C. 24 VINYL SHEETING TO BE INSTALLED DIRECTLY IN FRONT REQUIRED MINIMUM FIELD INSTALLATION TORQUE=3,800 FT-LBS H1 SHOREGUARD 950 SERIES i OF EXISTING TIMBER SHEETING VINYL BULKHEAD W EARTH ANCHOR TIE BACKS MINIMUM FREE LENGTH = 15', DESIGN LOAD = 18,900 LB VINYL SEAWALL SHEETING I THE HELIX CONFIGURATION SHALL BE 10"-12"-14"-14". THIS OR APPROVED EQUAL 1 1 ( IN FRONT 0 F EXISTING TIMBER SHEETING ) MAY BE MODIFIED A.O.B.E. BASED ON FIELD CONDITIONS. BOTTOM OF TIMBER PILE -15.50± ITEM 25 18' VINYL SHEETING TO BE BOTTOM OF VINYL SHEETING VARIES FROM N.T.S H2 SHOREGUARD 850 SERIES EL. -8.60± TO -15.60± EXISTING BALCONY TO VINYL SEAWALL SHEETING OR APPROVED EQUAL BE AVOIDED DURING 6"X8" CCA WALE (SEE PILE FACE OF PROPOSED BULKHEAD TO BE INSTALLED 35'± LONG, TYPE SS5 HELICAL ANCHORS AS MANUFACTURED INSTALLATION OF CONNECTION DETAIL) 17' VINYL SHEETING TO BE IMMEDIATELY IN FRONT OF EXISTING TIIMBER PROPOSED BULKHEAD EXISTING TIMBER BY CHANCE OR APPROVED EQUAL 30' & 5.75' O.C. H3 SHOREGUARD 650 SERIES SHEETING (A MAXIMUM OF 18' FROM FACE OF PILE TO REMAIN 2.75'± 8"X8" CCA WALE (SEE PILE REQUIRED MINIMUM FIELD INSTALLATION TORQUE=3,800 FT-LBS VINYL SEAWALL SHEETING PROPOSED VINYL SHEETING TO FACE OF CONNECTION DETAIL) MINIMUM FREE LENGTH = 15', DESIGN LOAD = 18,400 LB OR APPROVED EQUAL EXISTING TIMBER SHEETING) --- - - _3"X6'_', CCA --- -- -- THE HELIX CONFIGURATION SHALL BE 10"-12"-14"-14". THIS EXISTING BUILDING REAR WALE EL. 9.5± � FOUNDATION TO BE MAY BE MODIFIED A.O.B.E. BASED ON FIELD CONDITIONS. 14' VINYL SHEETING TO BE ° AVOIDED DURING MATCH TOP OF EX. BULKHEAD ITEM 25 H4 SHOREGUARD 650 SERIES of INSTALLATION OF l I ELEV. 7.1 ± `n PROPOSED BULKHEAD VINYL SEAWALL SHEETING I OR APPROVED EQUAL ° I 1 I TOP OF WALE EL=5.38± 26'± LONG, TYPE SS5 HELICAL ANCHORS AS MANUFACTURED o EXISTING TIMBER' I I I PECONIC BAY BY CHANCE OR APPROVED EQUAL ® 30' & 5.75' O.C. WALE TO REMAIN I SEE NOTE 14, SHEET 7 (PIPES COVES H4 REQUIRED MINIMUM FIELD INSTALLATION TORQUE=2,900 FT-LBS (TYPJn f j ° SEE NOTES 11 -13, SHEET 7 MINIMUM FREE LENGTH = 15', DESIGN LOAD = 14,100 LB �I M.H.W. EL=1.95± THE HELIX CONFIGURATION SHALL BE 10"-12"-14". THIS MAY BE MODIFIED A.O.B.E. BASED ON FIELD CONDITIONS. v i TIE ROD EL=0.68± ITEM 25 i Es M.L.W. EL 0.03± SECTION H OI EXISTING ANCHORAGE ` �' i ` \-8"X12" CCA WALE W 6.75"X6.75"X " TIE VINYL BULKHEAD W EARTH ANCHOR T I E SYSTEM TO REMAIN , tf ROD BEARING PLATE AND BEVELED WASHER BACKS o ; ` � . _- ITEM 20A ( IN FRONT OF EXISTING TIMBER SHEETING EXIST. GROUND EL. VARIES DREDGE TO EL. N.T.S -4.80 TO -6.40 -6.0 MAX. c' 60'± LONG, TYPE SS150 HELICAL ANCHORS i y: 3 AS MANUFACTURED BY CHANCE OR ° , .7 # I:="==� APPROVED EQUAL @ 30 & 5.75 O.C. FI ;.__: � 4' 0 4' REQUIRED MINIMUM FIELD INSTALLATION - 1 11.=-. �- _III:: ;I—=]i fill,__` �.I_ i I:.mm LIE!41 , i U TORQUE-5,000 FT-LBS ° TORQUE=5,000 i= i im.._;;,._...._ ; - - SCALE 1 = 4 -0 MINIMUM FREE LENGTH = 15' IIII:. =I EXISTING GROUND o DESIGN LOAD = 25,000 LB UNDISTURBED DATE BY DESCRIPTION APPROV. BY / THE HELIX CONFIGURATION SHALL BE EXISTING TIMBER BULKHEAD TO I I`r!` i': ° » » » „ I - a� 10 -12 -14 -14 -14 -14 . THIS MAY BE REMAIN, FILL THE VOID BETWEEN REVISIONS I� MODIFIED A.O.B.E. BASED ON FIELD THE EXISTING AND PROPOSED 30 CCA TREATED CLASS B c CONDITIONS. SHEETING WITH CRUSHED STONE PILES, 6' O.C. ITEM 25 SIZE #1 (48CY) PIPES COVE CONDOMINIUM COMPLEX ° E CIO SUFFOLK COUNTY, NEW YORK 26' VINYL SHEETING TO BE I o SHOREGUARD 950 SERIES I �� BULKHEAD REPLACEMENT AT THE PIPES COVE o VINYL SEAWALL SHEETING OR I 00 APPROVED EQUAL CONDOMINIUM COMPLEX IN THE PECONIC BAY E M� MISCELLANEOUS DETAILS - 5 0 _0 BOTTOM OF VINYL SHEETING EL. -19.0± 1 SECTION F 2 - F 2 L. K. McLEAN ASSOCIATES P.C. 00 BOTTOM OF TIMBER PILE EL. —20.50± CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 NO VINYL BULKHEAD W/EARTH ANCHOR TIE BACKS Designed By: KJM Scale: AS NOTED NO Drawing No. co 5 ( IN FRONT OF EXISTING TIMBER BULKHEAD ) Drawn By: KJM Date: MARCH 2018 6 OF 7 0N.T.S Approved By: RGD File No. 17098.000 _12U GENERAL NOTES: GALV. TIE FOODS & CONTINUOUS HORIZONTAL 1 . ALL HARDWARE FOR CCA MARINE TIMBER SHALL BE HOT DIPPED CONNECTIONS, SEE DEADMAN PILE, SEE BULKHEAD GALVANIZED. BULKHEAD SECTIONS SECTIONS VERTICAL ANCHORAGE PILE GALV. TIE RODS & 2. ALL MARINE LUMBER (OTHER THAN DECKING) SHALL BE TREATED WITH SEE TYPICAL CONNECTIONS, TYP., SEE BULKHEAD SECTIONS SECTIONS AND INCLUDED UNDER CHROMATED COPPER ARSENATE TO A RETENTION OF NO LESS THAN 2.5 POUNDS PER CUBIC FOOT AS SPECIFIED BY THE CURRENT AMERICAN GENERAL PLAN FOR BULKHEAD ITEM WOOD PRESERVERS ASSOCIATION STANDARD C18 FOR STANDARD OF HELICAL PILE TYPE PILE25' S, CCA,TREATED CLASS B PRESSURE TREATED PILES AND TIMBERS IN MARINE CONSTRUCTION. ITEM 25 PILES, 6 O.C. TIMBER DECKING BOARDS SHALL BE TREATED WITH MICRONIZED COPPER AZOLE (MCA) WITH A RETENTION OF 0.06 POUNDS PER CUBIC FOOT. 8"X8" CCA WALE 3. THE TOWN OWNER WILL OBTAIN WRITTEN CONSENT FROM THE ADJACENT PROPERTY OWNERS PRIOR TO THE INSTALLATION OF HELICAL PILES VINYL SHEETING OR BELOW BUILDINGS ON THEIR PROPERTY. p ; COMPOSITE SEAWALL I I SHEETING (SEE TYPICALTOP VIEW 4. EXISTING DEPTH OF WATER ADJACENT TO BULKHEAD TO BE MAINTAINED. v SECTIONS AND GENERAL W PLAN) 5. FIRST 18" OF SEAWARD END OF TIE ROD SHALL BE COATED WITH COAL E CCA TIMBER PILE WITH TAR EPDXY. I MINIMUM TIP 10" Q SEE BULKHEAD SECTION 10" MIN. TIP I 6. TIEBACK ANGLE IS THE ANGLE OF DECLINATION WITH THE HORIZONTAL. W I VARIES, SEE FOR SPACING - — - LAY CONTINUOUS 7. MINIMUM FREE LENGTH IS 15 FEET. J l j TYPICAL SECTIONS (��� LOGS :D CLEAN SELECT (GRANULAR) 8. MINIMUM INSTALLATION TORQUE IS TO BE USED AS A GUIDE FOR � FILL A.O.B.E. I - — - INSTALLING ANCHORS TO THEIR DESIRED LOAD CAPACITY. MAINTAIN l ' (� MINIMUM INSTALLATION TORQUE FOR FINAL 3 FEET OF PENETRATION. W U � h I ✓ _ TIE ROD OR 1 "0 2"X10" MCA TOP CAP FASTENED I GALV. TIMBER BOLT 9. TEST ALL TIEBACKS IN ACCORDANCE WITH THE FOLLOWING: WITH #9X3" LONG 316 S.S. FRONT VIEW 0.25 DL SCREWS (2 AT EACH END) ITEM 20A. 0.50 DL 0.75 DL IT 1 .00 DL VINYL,COMPOSITE BULKHEAD TYPICAL LAY LOG DETAIL 1 .25 DL (HOLD 5 MINUTES) SEE BULKHEAD SECTIONS WITH EARTH ANCHOR TIE BACKS PLAN N.T.S. TOTAL MOVEMENT AT 1 .25 DL SHALL NOT EXCEED 0.125 INCHES IN 5 MINUTES. SHEEZT PILING, SEE SECTIONS MCA "CURB" N.T.S FOR DETAILS SEE BULKHEAD SECTIONS 0.80 DL (LOCK-OFF LOAD) FOR LOCATIONS 10. THE LENGTH OF HELICAL PILES SHOWN ARE BASED ON EMPIRICAL DOCK WASHER & NUT RECESSED INTO TIMBER WALE (TYP.) FORMULAS FOR BIDDING PURPOSES. PILE, SEE BULKHEAD SECTIONS SEE BULKHEAD SECTIONS 11 . HELICAL PILES SHALL BE FASTENED THROUGH PROPOSED VINYL PLAN SHEETING WITH 1 " THREADBAR GR. 150 AS MANUFACTURED BY DYWIDAG—SYSTEMS INTERNATIONAL OR APPROVED EQUAL. THE HELICAL N.T.S. PILE SHALL BE FASTENED TO THE 1 " THREADBAR WITH SS5 OR SS150 1 " THREADED ADAPTOR AS MANUFACTURED BY CHANCE OR APPROVED EQUAL. 3X6 MCA "CURB" FASTENED 12. CONTRACTOR SHALL ENCASE THE END OF THE 1 " THREADBAR WITH THROUGH DECKING AND WALE CORROSION INHIBITING GREASE OR CEMENT GROUT AS RECOMMENDED WITH � TIMBER BOLT ® 3 O.C. (SEE TYPICAL SECTIONS FOR BY CHANCE OR APPROVED EQUAL. LOCATIONS) 13. CONTRACTOR SHALL PROVIDE BEVELED WASHER. SHOREGUARD VINYL SHEETS LAGGED TO WALES WITH WHITE CONED PVC CAP, FASTEN WITH SEAWALL SHEETING OR 3/8"X4" LAG BOLTS (TYP.) STAINLESS STEEL ROOFING NAILS (5), 14. INSTALL 2-1/2`0 JET FILTERS (WEEP HOLES) @ EL. 1 .50f, 6'-0" O.C. APPROVED EQUAL ITEM 20A z 1/_0AV ITEM 20A WHERE SHOWN ON THE TYPICAL SECTIONS. 15. ALL FURNISHED TIMBERS SHALL BE SOUTHERN PINE NO. 1 DENSE SPIB SHOREGUARD VINYL SHEETING CORNER GALVANIZED TIE ROD— 2"x10" MCA TOP CAP MAX. GRADING RULES (USED AT MC OVER 19%) FB = 1 ,550 PSI MINIMUM 0' OR APPROVED EQUAL BEARING PLATE AND OUTSIDE WALE FASTENED TO OUTSIDE WALE HELICAL ANCHOR OR TIE ROD 2/_0" CCA WALE. BEFORE TREATMENT AND SHALL CONFORM TO THE REQUIREMENTS OF BEVELED WASHER @ WITH #9X3" 3O S.S. SCREWS THE CURRENT STANDARD SPECIFICATIONS FOR STRUCTURAL WOOD JOISTS of SPACING SHOWN ON (2 AT EACH END) 6" AND PLANKS, BEAMS AND STRINGERS, AND POSTS AND TIMBERS ASTM �, THE PLAN 12" DESIGNATION D-245. •o OUTSIDE CORNER ITEM 20A OUTSIDE 0 LAP WALES AND Y2"x3" LAG SCREW, CCA TIMBER WALE 16. CONTRACTOR SHALL PROTECT EXISTING FEATURES (INCLUDING BUT NOT a� 10 MUSHROOM WITH WASHER (ONE 3x8 INSIDE CCA -16 HEAD TIMBER BOLT ) TIMBER WALE PER PAIR OF SHEETS LIMITED TO FENCES, RETAINING WALLS, SIDEWALK, ETC) LANDWARD OF � THROUGH NUT "0 GALV. TIMBER BOLT W/ WASHER & HEX THE BULKHEAD. IF EXISTING FEATURES ARE DISTURBED OR DAMAGED U NUT (FULL COUNTERSINK AT WALE & PILE) z" DURING CONSTRUCTION THE CONTRACTOR SHALL REPAIR OR REPLACE 03/4"0 TIMBER BOLT W/ (COST INCLUDED IN PILE ITEM) A.O.B.E. WITH NO ADDITIONAL COST TO THE OWNER. U WASHER & HEX NUT 1 "0 DOME HEAD TIMBER BOLT % 11 / W/ GALV. DOCK WASHER & U` z" HEX NUT L1_ CCA TREATED CLASS B NOTE: I SHEETS LAGGED TO WALES WITH PILE @ 6' O.C. SPLICES SHALL BE STAGGERED MINIMUM 4 0 3/8"X4" LAG BOLTS (TYP.) FEET SUCH THAT NO SPLICES ALIGN OVER 06 ANOTHER SPLICE rn TIE ROD OR HELICAL ANCHOR CP SECTIONS)SEE TYPICAL PLAN VIEW - TYPICAL WALE SPLICE W/HELICAL ANCHOR 3x8 INSIDE WALE ✓ 1 GALV. TIMBER BOLT N. 1 .5 3/4"0 TIMBER WITH WASHER AND NUT, 0 3/4"0 TIMBER BOLT W/ BOLT W/ EVERY OTHER PAIR C: WASHER & HEX NUT WASHER & U (EVERY OTHER PAIR) HEX NUT OUTSIDE DATE BY DESCRIPTION APPROV. BY V) CCA TIMBER WALE REVISIONS Lm PIPES COVE CONDOMINIUM COMPLEX in PILE CONNECTION DETAILSUFFOLK COUNTY, NEW YORK N.T.S. BULKHEAD REPLACEMENT AT THE PIPES COVE 00 CONDOMINIUM COMPLEX IN THE PECONIC BAY 0 PLAN VIEW MISCELLANEOUS DETAILS VINYL SHEETING AND CORNER DETAIL - 6 0 N � O 1 N.T.S. L. K. McLEAN ASSOCIATES, P.C. 0 CONSULTING ENGINEERS .437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N 0 Designed By: KJM scale: AS NOTED civ � Drawing No. 00 i, Drawn By: KJM Date: MARCH 2018 7OF7 Approved By: RGD File No. 17098.000 U SURVEY OF PIPES COVE CONDOMINUM CONDOMINIUM MAP No. 222 FILED OCTOBER 19, 1989 SITUATE GREENPORT TOWN OF SOUTHOLD & THE INCORPORATED VILLAGE SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 49 -01 -25.2 1000-49 -01 -25.3 1000-49 -01 -25.4 1000-49 -01 -25.5 1000-49 -01 -25. 6 1000-49 -01 -25.7 1000-49 -01 -25.8 1001 -07-01 - 16. 1 1001 -07-01 - 16.2 1001 -07-01 - 1 6.3 LINNET1001 - 07-01 - 16.4- ,S ���R 1001 07 01 1 6.5 1001 -07-01 - 1 6. 6 SCALE 1 "=20' JANUARY 20, 2017 NOTES: 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM I EXISTING ELEVATIONS ARE SHOWN THUS: X.XX1 F.FL. - FIRST FLOOR G*FL. - GARAGE FLOOR T.B. - TOP OF BULKHEAD T.W. - TOP OF WALL :H O - I Q 0� ELIZABETH SERKI N S 82°41 '20" E sARH¢%y Z rip o� p��' ,�j�• LAMP ONC. WALL C Boz KENN?'H L UDAC ��� 8 I O TRANSFORMER-+❑ LAMP ER I csi 6.7 O23 �I GGA" N N ntuGi ROW-��"�-� 5• '2 4' 11-7G� �� y -I n 6.6 x 8.9 G�P� C7 V OE/E GRAVEL ~����-` �� F La _ -0.9 z0 00l Or 2, J` o0O I r_o CON =a -,*--OVERHEAD WIRES �kq ¢Sro 1.7 P low 1 G�2' -.0 V .. O 0 WATER-►o RICK PIER it cf pG� -C O IFlRE BELGIAN BLOCK CURB VALVE QI -0.9 89� x 7.8 O I 1 o GJ�g HYDRANT BRICK WALK Q m fix,/ / 6.5 G o, 0001 0�G� BRICK WALK GATE-+-o BPIER N CONTROL I O 0 WATER VALVE & SToop CONC-� T.W. y�o b 0.9 ~ ~ ROOF Z STOOPTEPS ROOF SOVER BRICK CONC Y J & STEP w x 8.9 LAMP I OVERHQANG �� 53.5 4 3 C) V O POST z m z I x ]c / o ' z U 3• W U 1�Zx �z o 2 STORY ILDIN m x40 VALVE 3 , z FRgIME BU G I �\ a5 v I OOF AIR �. M COND. 0 I OVER ANG m •j I UNIT o M T.B.4. �� � N.IDRP3'S1 0�0 22.8' � Z to =o � G G WATER 0 4. VALVE1 N I N 0 0 3.0' m j o I ^ T B.4'1 I. AIR COND. N Z ^ v o Z I ®7. 3 UNIT I I o z I oma9.2 )OF . 1 O O N O U (S) O a OVERHANG 22'5 Hro I h I CHIMNEY o J . _i�OVERHEAD WIRES 3 m ` 0 2. D� pct METAL z I V • Cj -2 2x r COVER ytgTER I I o w c I ti o O U �:; O �2� VALVE I o o 7.3 18.4' NTSTORY o 3 0' a m GAVEL ROOF I I o.0 2nd STO v _l [LEVER T.B.4 i 9 2 OVERHANG N r I K 18.47.8.7- LY Q �' ^ �- RY DEC �i O I 1 I N tn 22.7' a i 6 6' =1 m 4 J 22.5' 0 0 7 5x Ld I I (ST DECK WOOD T B.7.1 oa 2nd st STEPS 'g-6.4 ( o r I BUILDING I OVER 1st STORY r �� 2nd STORY ( ) 3 zo 2 TOR FRAME t s TOR } 9.2 9.5 z Go�QS ( ) m o b �o 0 I c6 1st STORY DECK J o� LQ I RY _[ o z N ,a r t� DECK ( 1 V 0 4 o N I I 21.7' WOOD �' 4 C Y C7 �' ( Ji -2.8 00 < F� o I N I 2nd STORY DECK STEP x8.5 2.9 m o> OVER 0 I R 1st STORY DECK 1. 85� l0 S ) 's m o 3.0' H 1 DECK c 1st STORY yc o (( /- 0 - I WOOD STEP �0 3 `v 1.6' O mv� 8.4 o ri 23.T z � e<Oc/ C ow r ~j STO Y DECK v 8.8 O� n(O -x z0 1.3' o ofr J3> GQa o N N OVERd1st ORY DECK x 8.6 n� ( 3 0 Z N "i it o d t 1.0' x O � � f J a U 1st ST Ry DECK �• � � Q1 ) y M° N UNIT 3.0,3.0' L *W OJ��� _U X ( � z A ' 0 STEP ! J o 22.6' 22.T 1 WOOD �G p -3.Sx am I 'w.� a DECK < 2nd STORY D ai 8.9 �_ GONG• $ 9� 0 1 9.3 zLt J I "N' /3> OVER 1st STORY DECK o- 8.7 I ROOF � � OVERHANG 1st STORY DECK $ ( z I 8.1 '� of q N 2 S IORY FRAME BUILDING 2z.7' � WOOD STEP Y N M 2 9.4 I M LO I 1.3' o ) N OZ 1 I U U to 9.2x 3.1' moi I Ln az x8-7 ( I N 2G� OI ~a O t� 22.7' Z ~ =0 0 2nd STORY DECK U 9.0 I ��6 o v M x 0° OVER 13t STORY DECK I �� 1.9' Q6 M I Z °0 -7.1 Z ° m V- 0 LAMP ) o x �' T st STORY DECK Q o POST t 2P OOO, -x �DDO ^ 21.6' I � n x8.1 W \ ( O , AD A `STFA m 2nd STORY DECK o ST 8 VER 1st STORY DECK 7 1st STORY DECK n 9� F V11 3.0' O 9.122.6' 2c Q v U D �� nf � /G x Te 8. 7� STFq 't 2nd STORY DECK O �V 8.4x OVER 1st STORY DECK 6� 0� S) CD,yC 1.0' 1st STORY DECK X 4.2 { �q< J W 6 ST .8 X F°8.6 8 } 2.8 Q Go�QS -4. x �c TyA 'Sj a n 7e T9Q?: x �e ! ; E\ o -4.4 1(. ' p O <0 oy�H -4-4 0 ^ to Q a G 0CO V PO 0 3 a 2 C V \ w^ � a- H 8x 4.6 0 W DO ayy� a \ 3 Te m� 6 � h' \ 7� 1.7 \ x 1_0 y, 2.6 -09 9 y/cy �9r�� ��T� Q� .C10� \ PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE SSMA'FIIZN.'-.,� A N.Y.S. Lic. No. 50467 Nathan Taft Corwin III UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Land Surveyor EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys - Subdivisions - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 FOX (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED.