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HomeMy WebLinkAboutKimogenor Point Co John M. Bredemeyer III, Presidento�OSUFF0Coo� , Town Hall Annex Michael J Domino, Vice-President40� y1 • 54375 Route 25 Glenn Goldsmith y ;3 P O. Box 1179 A. Nicholas Krupski y ,;Y Southold, NY 11971 Charles J Sanders "';_4101 + � -: Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: 444/ll, I Cc Completed in field by: •tatr tk, En-Consultants on behalf of KIMOGENOR POINT COMPANY requests a Pre-Submission Inspection to discuss a plan to control and mitigate the effects of shoreline erosion and flooding beneath the existing clubhouse in conjunction with planned structural repairs to the clubhouse. Located: 50 Jackson Street, New Suffolk. SCTM# 1000-116.-6-24.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual/>_ = "X" 1. Residence: 100 feet _ 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2 Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Setback waiver required Part of Town Code proposed work falls under: SEQRA Type I Ch. 275 Ch 111 Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: GCS my +'� �r, ti 1\4%(A -}z, f>C( - P(ev,% >L( (;w - r(-)5 61,7( Clore �,. 14/4. ()(✓4, 1-644.k IS ( jilt Present were: V J. Bredemeyer v' M. Domino 1 G. Goldsmith ° N. Krupski \I C. Sanders Other Page 1 of 2 John M. Bredemeyer Ill, President �a�o cam a. Town Hall Annex Michael J. Domino, Vice-President � yL� 54375 Route 25 Glenn Goldsmith y P.O. Box 1179 A. Nicholas Krupski �� Y Southold, NY 11971 Charles J Sanders - .y�01 4 aoa,f Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in Work Session by: En-Consultants on behalf of KIMOGENOR POINT COMPANY requests a Pre-Submission Inspection to discuss a plan to control and mitigate the effects of shoreline erosion and flooding beneath the existing clubhouse in conjunction with planned structural repairs to the clubhouse. Located: 50 Jackson Street, New Suffolk. SCTM# 1000-116.-6-24.1 Ch. 275-12 - STANDARDS FOR ISSUANCE OF PERMIT MET=X or Comment=* A. Adversely affect the wetlands of the Town: B. Cause damage from erosion, turbidity or siltation: C. Cause saltwater intrusion in the fresh water recourses of the Town: D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife & vegetation or the natural habitat thereof: E. Increase the danger of flood and storm-tide damage: F. Adversely affect navigation tidal waters or the tidal flow of the tidal waters of the Town: G. Change the course of any channel or the natural movement or flow of any waters: H. Weaken or undermine the lateral support of other lands in the vicinity: I. Otherwise adversely affect the health, safety and general welfare of the people of the Town: J. Adversely affect the aesthetic value of the wetland and adjacent areas: Ch. 111-9 - ISSUANCE OF PERMIT MET=X or Comment=* A. Is reasonable and necessary, considering reasonable alternatives to the proposed activity and the extent to which the proposed activity requires a shoreline location: B. Is not likely to cause a measurable increase in erosion at the proposed site and at other locations: C. Prevents, if possible, or minimizes adverse effects on natural protective features and their functions and protective values, existing erosion protection structures and natural resources: D. 5_25% Expansion/Calculation Work Session Notes Application Complete SEQRA Classification Confirmed Coordinated Review Y/N Pos/Neg Declaration CAC: LWRP: Additional information on comments/to be discussed/Public Hearing: Date: Completed By: Present: J. Bredemeyer M. Domino G. Goldsmith N. Krupski C. Sanders E. Cantrell D. 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I a 901 I II /,� � I ` 35I 12 9, 20 0 I 15. § 10A \)\ 1 I FOU, PECONIC LAND TRUST `) y u� 25 2 td Ii{'I I !COUNTY OF mown,., 1cwsEAVAnox EASEMENT, § s I �� \ • g,e 5 °� 3oWc) 3' 3 210 I `_ 251 (I 1\ ! 29Afcl M l 6 9 rf n16F, 18 `-2, Sx t )) J _� \`` I 1PEDOMNC LAND TRUST 29WO C-_ - • �`- •• - , \\�� .„--- I OwSERwTKx,EwSEMEx Xi _ 4 E g ' - CASE RD8980 .-Z / `� \ _\ \ \ :e°m ff 19 VI 12yg8 ,6, ° 2z3 ;s O 3�2Aiclj �i\\ e w " 92 m "' TOWN O�'SOUT JOLD - • °URDU( .. a 2 WO R r' 1• 1 1°" §"' §1." . §22,522 5' " �� i; R 5 I jI m rn \ r r 3wc1 JI �s� • y]� \ 111\ 31 • AVE 89Wc) 161 +, • 1.25 :0 I 1 ,] m • n , 9 101§102 1, -122-,:l 2,r ?Mc) ] 1d r5 t61 9 wC) 111 i ` + 2A 1 dA c) 2.9Wc) l `1OAlcl ,,W<) ,,Ncl ,25(q 1 n1 INS \ CUTCHOOUE. lip o t 3AIc, J ,- I3 4 t 1��c•16 1 JWc)") 410 w 192 -� �� NEW SUFFOLK 1 BA / ,F� PARK DIST/RIOT _e c,,....,.. " ✓ ^ ` F �IODi —\ ._/ 'd 3 sFE _ _ m . _ aro :. 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AMI=WA/ EN-CONSULTANTS January 29,2016 John Bredemeyer, Chairman Board of Trustees Town of Southold P.O Box 1179 Southold,NY 11971 Re: Request for Pre-Application Meeting on behalf of Kimogenor Point Company,50 Jackson Street, New Suffolk, SCTM 1000-116-6-24.1 Dear Mr. Bredemeyer: Please accept this letter and enclosed owner authorization forms; survey prepared by Robert H. Fox, L.S.; "Proposed Concept Plan" prepared by Jeffrey T. Butler, P.E., P.C.; and check for $50 payable to the Southold Town Trustees, as a request for a pre-application site meeting with the Board during field inspections on February 10, 2016. We have already met preliminarily with New York State DEC staff regarding a plan to control and mitigate the effects of shoreline erosion and flooding beneath the existing clubhouse in conjunction with planned structural repairs to the clubhouse and would now like to hear the Board's initial input and recommendations regarding the conceptual design plan that has been developed pursuant to the DEC's guidance and recommendations. Should you wish to be supplied with any additional information prior to our meeting, please let me know,and I thank you for your attention to our request. Resp- tfully yours, #I Robert . Herrmann Coastal Management Specialist Enclosures r JAN 2 9 2016 E 1319 North Sea Road I Southampton,New York 11968 I p 631.283.6360 I f 631.283.6136 www enconsultants.com environmental consulting Board of Trustees Application County of Suffolk State of New York Daniel Bingham, President of The Kimogenor Point Company BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES(S),TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. ( (g1; —77 Si a re SWORN TO BEFORE ME THIS 3 DAY OF Fe-C6_ ,20�s Notary Public LYNN SPURGAT NOTARY PUBLIC-STATE OF NEW YORK No. O1SP6137757 Qualified In New York County my tf3i ffliiyIt9R @IEBIIfi*ProAmppt 0* *011 Board of Trustees Application AUTHORIZATION (where the applicant is not the owner) j, Daniel Bingham, President residing at 170 Oxford Blvd. (print owner of property) (mailing address) The Kimogenor Point Company Garden City, NY 11530 do hereby authorize (Agent) En-Consultants to apply for permit(s)from the Southold Board of Town Trustees on my behalf. Ct) (Owner's sign e) MAIM EN-CONSULTANTS TO WHOM IT MAY CONCERN: This letter will authorize En-Consultants to access my property for the purpose of evaluating and/or delineating wetlands and other environmental features and/or making official inquiries on my behalf and/or representing me and acting as my agent for the purpose of securing regulatory approvals and related matters. Ct,i) 6 , • Signature Daniel Bingham, President Print Name Dated 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 I f 631.283.6136 www enrons jlta^ts cam env ro lmentai cons_lbnq N SURVEY limogener Point W-�� E - Surveyed: 09-16-15 .-. 71 Town: Southold S I' \ •- - Suffolk County,NY - - l II1 �� Datum: MLLW - - - - - 1 11 JAN 292016 `w' 1 _ - - - 1 L. 1 1 OO' WIDE 1 e v- DHANNEL 1 e 1 coyN1Y C ` l - s e '' - - '� - -3.9 - --- - - -4.7 -3.6 -2.4 -3.3 -3.1 ��gA x.0- _.-- _-- G t, - - - �ry -4.0 -3.1 -2.0 -2.4 -3.0 -20 �vQ 7 - B41khd -2.2 -2.0 -1.6 -2.2 �! ���bGc d wee -0.8 -1.7 -1.4 -1.4 -1.8 �3'4 p o Ql. \K�Ga .P. A -1.1 -0.9 -1.0 -1.8 `3.1 e ' M/ i . �' / A -f41w t TQ•C ?d -0.6 -0.9 �1 Qa ^ CO p,� / / X11 �!6. -0.7 8 i p• • It -0.6 2 -4/ t 41) ii li %�� -0.1 -0.0 -0.0 -0.3 `0 7 p p y / P. p �.. ' - 4,' V\r0, , ,I 0. -0.2 000 '� �`0.3 2 a A �1 O I o , �` Q•B Jo �e '��`02 • �0 !r' p ,y4 it ii r o baa ./.94 bo�•s ,��, ,1 \32.) 10 0 l? \ i \ , o'•'-> Y s9 `�i ,/'4' •? 3 4 �, \ ' 3' i\,..z.s., s s J.,:2? 'Si) `J 7 , . i •�2Z 2� \22 2 `' 2, X 2 1 20 a BU:6444 j Z" P "1;°s ROBERT H. FOX NYS PLS#50197 P O Box#366 ; - Aquebogue NY 11931 - - 1 __ -- o '-'.1.1: ~��•t:..i• f Ifi.CENERAL NOTES :: . !; : /y+,`��y1. CONTROF WORKTA�ND L51iALL FAMILIARIZEI HIM�StLF wIVTAITT I TNTOENT FI IITHE5ETEFRE 1OR SAv MAKE NO. E[}t- :-- J s:' .`. „�-- 1,:---- �'� j r'WORK AGREE WITH SAME. j� 2. ALLWORKSHALLCONFORMTO1HENEWYORKSTATEUNIFORMFIREPREVENTIONAND -''. ': :.e �� BUILDING CODE AND ALL RULES AND REGULATIONS OF THE TOWN OF SOUTHOLD./ 78, i. Ife3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS - i • • • ` ENGINEER SHOULD HE FAIL TO FOLLOW 1H1S PROCEDURE,AND CONTINUE WITIi THE HE • '<_:.. ,u' f �0 /r1---------\\1 \ r INDICATED ON TIE/ PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ;, 2/7._____H, w SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. v°~• "' " ` PROP.MID-SILL VINYL 4. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUP6SEDE SCALED DIMENSIONS. THE i'',; ; : fi. ;! �� , Coy ENGINEER HAS NOT BEEN RETAINEDFOR ON 511E IIlra'CGTIONS AND/OR OBSERVATIONS OF : :'•': - ,-•-••-,' , , -- :---1--11:E t s ` L kJ BULKHEAD APPROX. 1132 LONG J .r' THE CONSTRUCTION. ".'" � °:;1 `q ` 'i PANNING AD �.~ '...�' „---% ,C _- ,‹.."--• - _ --•;_. c e (BY .!C>"1-RCY T. BIIfLER P E.,PL.) r ;:. r ; - �� EXISTING ROOF OVERHANG to i`J L:;' ci A� -4 �. � , . �° tcataRas RP _ - -' rte TO REMAIN n © ER�D.� �i Ps S `� ,�. „...: - 3 q PROPOSED 50-100 LBS STONE RIP RAP ��,4\0 }\ EXISTING PORCH TO REMAIN -..�-1 a I bl AEic may+ -��� -3.6 (10-13) PERMEABLE BARRIER , / a� • �� - -43 -2A -33 ■ n - , ,. y i -3.1 APPROX 18 HIGH x 36 WIDE x ±12' LG ti \x�'� _S_ITE_ __ EXISTING BUILDING Z SC �� .� 48 -4•D 3.1 2p -2A 30 SEE SECTION 'A',THIS DWG Q 36 TO REMAIN ` ,0CATI01�7 �.:::: ,: ;_ SAC ON - s6 -2.2 v� •A;: M -i -.� 2.0 'i,.:: IKirin \a�� I.l 1.4 I.6 22 34 fig+ ^ 8� ; K!froge }ef - - o -&S .I\r\�� STING -0b -1.8 he Pp 4 /� ' ' • 3 X�A5 ..----------- .5' - _• h VINYL Ley �{ -Li 0.q IU Ib I • i IME `SUFiFOLK FAD r� ob n� l / rn SS -0.q DOGI: �� X Cg L d.e el.5A' , / EDGE OF EXISTING u, P9 + -Ob -02 T -0.9 �� , `0 1 -: LOCATION MAS' p. FELE_®bA 37 IM TO REMAIN z • -0.e. ���L�N� X -0.1 -03 �7 2' h p 4) �/ (ABY MLLW) 3q < NOT TO SCALE (- tl��b -0.0 0.0 -03 P h p• �. A zc ��\� -i *2 0.1 -0.1 -0.2 A 'n \ O� 2 v r o) 03 -02 A o' . 3 NAA //� 1 1� co �� • f� 03 �6 0. Is ! OVA O ?q 40 `�5 3g 37 PROPOSED BULKHEAD`D AND = t� b .3:5, -01 b o �O 4./ ` 37 d 0eo 3. 4,3 30 �3/ 3� RIP RAP BARRIER FOR: Ik(1 �y �5 SITUATE AT: %, og !� \ 8 Y 35 33 KIMOGENOR POINT -o /S 4 3/ 36 ?s'� , ` m� 2.3 36 35 TOWN OF SOUTHOLD <c\ ?�: !' Qjw ?q 3/ 34 SUFFOLK COUNTY, NEW YORK INI1,7 °y ie ? l SGTM NO.: SGL <5' !B 33 I '6 44 ab IP 34 •4- 3-0- SITE PLAN BASED ON ORIGINAL SURVEY BY: 1 1TE L 44._ '9<<, goo / }\ z9 3z 2.q 11'- Ally 35 ROBERT H. FOX, SURVEYOR A\I ` .- /4 z� 3� P.O. BOX #336 . z q3 AQUEBOGUE, NY IIa31 ( CO) CO �/ i3 • • 120 ALH DATE: OcI-I6-I5 V mom- �MPPMIMIMili Mill 11 t_- _ 16 / fir• ,•e 7 -/ • DATUM: MLLW a O 30 15 0 30 SO QO 120 zs -.2 � -2..2 / • GRAPHIC SCALE I" = 30'-0" z .2z / 17 itti��� z1 z/ EDGE OF EXISTING W N 20 IM TO REMAIN • PROPOSED WORK SUMMARY: r.:1.4 ...v.- - INSTALL PERMEABLE BARRIER 4 ° E 2s5, APPROX IS'HIGH X 36'WIDE x ±12'LONG TO BE �-1 d- �. X/ST/NG viNY� USE: 50-100 LB5 LOCATED SOUTH OF RIP RAP THE APPARENT HIGH WATER LINE X < -„ 0'4- ,(-'6) PLACED ON FILTER FABRIC 111 I�- 0' APPLIES TO STONE BARRIER X z /- ���{\' PROPOSED ON THIS SHEET ONLY ° �S ��`��0 FOR PROPOSED ASILL DILL OF MATERIAL: / }"x'°`1-1- 50-100 LBS GORE STONE _ ±2 GU.YDS , ° Ico 36 N • NOTE: FILTER FABRIC AS NEEDED HI CL LY 17: 1O / A 40 oR64/s, 4444 -v•577/1/6'`dvAD„ dost., \ INREA OF DISTURBANCE: W l2 5Q.FT. c,.,-, c, .O^ I w / 1'43. -s%\el\ 0' • . • • ivoop-'04b ilt 4be, • \ .•4 47- EXISTING APPARENT 36 °FEXjs • 1`0 HIGH WATER LINE 3 T/ A y - ENGINEER: FIj 3� 9 �� 1 TO •7 ST'NG 1/4,>.„ /\ �_ \ N � 1 EXISTING APPARENT �� ` ��\ , �=�=� / ,� ar LOW WATER LINE o1"c' 441;•."IF 0001 _owl' - ' /3 - �ri 011111 EXISTING WOOD STEPS TO REMAIN4 PROPOSED PERMEABLE BARRIER 06 APPROX I8' HIGH X 36' WIDE x ±12' LONG �� TO BE LOCATED SOUTH OF THE APPARENT 1 '9i EDGE OF EXISTING HIGH WATER LINE (''� IM TO REMAIN • USE: 50-100 LBS STONE RIP RAP i� 1 JEFFREY T. BUTLER,P E. FDG q6 ?g PLACED ON FILTER FABRIC I - PROPOSED STONE 1 Q Fx, BARRIER TO MEET n FDoF Sr/N�Do6 - EXISTING BUILDING ( mom PROPOSED BULKHEAD w EXISTING -,i 0 /sT/N6DOC co REMAIN , PROPOSED 501-IOO��LBS ,v • - EXISTING I STORY Imo- A STONE RIP RAP (10"-I3") _ ROOF OVER PORCH FRAME BUILDING O v ` / 0 (ABV MLLW) PERMEABLE BARRIER z o TO REMAIN `n ;- ±IS" HIGH x ±36" WIDE x ±12' LG o �' >a- til ?.q PROPOSED VINYL MID-SNCL BULKHEAD / EXISTING T.O. GRADE LANDWARD FIN.FL.EL. 6.0 LU 0 . • APPROX. ±I32 LONG, BULKHEAD NOTE: STONE TO BE PLAGE FILTER 0- . •� -' Z N Q OF EXISTING z NHw T.O.BULKHEAD EL. ±4.11' / FABRIC TO PREVENT SCOURING 1 ,� 4 z rD } p 36 TOP OF EXISTING USE: US FABRICS, PM U5230 I tY P-1 Cp 0 z O • BULKHEAD (FOREGROUND) I ' Q0, F-+ _i z 0 X = ll r I u e u . n . n u u n I u II u B o o n u e n u I e Q �� PROPOSED TOP OF STONE EX. PORCH FLOOR @ 5.q2 TOB AND AHW EL. 3.01I '�' EX. WOOD STEP I ►' i'N: --Jr U z Q 4.q'xA (-T.O. PROP. BULKHEAD / B.O. EX. GIRDER @ EL. ±4.71'- Z o O - - - - -.- :- \T 0 0 0 0 o 0 o o 0 o 0 0 m 0 -3:qx0 ° �LLIIIIII1IIOhIH Q ° '� " r h. �~ .i>. w W ° ° ctZt .2 • �,. --•. o` c PROPOSED MID-SILL VINYL BULKHEAD, ±132' LONG LL ° N ~ _ IL ° www.dignetnycli.com trl r.'.' °'... - P e� c -- :, - ,, _ .'�n, ,x2. c0 or J (BY JEFFREY T. BUTLER PE., P.G.) 0in ° fJ;W 0 I� - N - 0 AN9www.call811.com )- > PL-1 ��� LL for other states . • c xl.l - xI.3 • O Vt p 1' q 7 o h' q k { �' 13 YOI \ (-/ .� - - h w . 800 272 ��80 811 . _ _ Lu `/L'' . •�';.• ;'�••• • , . .0.4 x' •.�''"� t '. II A. . 4 I. � . .' � . ' ''.III � . 11 . � Z -y Cp � z -O.I X "_--• _ r--- d' P li ! P 4 h. q . q O m ° By law,excavators and contractors working in the For safety reasons,homeowners are strongly J - 1 I q I 1--. o 7 . / M b h II p h P II d five boroughs of New York City and Nassau and encouraged to call as well when planning any J q Suffolk Counties on Long Island must contact type of digging on their property. Homeowners • • - ✓ � `� h u e ti . h P d ;I d 0 DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by "'. : -111x.--• • '• ' �,p i p f�'� but no more than 10 workingdays(excluding calling 811,the national call before you dig C '� - • h h li II• h' d �P., -III - Y _ • weekends and legal holidays)prior to beginning number.For excavation work completed on O t ...40-(\-. _ i1 p q ! �_ personal roe any mechanized digging or excavation work to property,rty,it is the contractor's •''''.',-.......:...: %' •�X' _ I I h N I h h li l P a m s ensure underground lines are marked. responsibility--NOT the homeowner's--to contact S_G T I ON P P P u P 1 I P q d q 2 9 2016 Excavators and contractors can also submit DigNet. Having utility lines marked prior to ` •'. .. JAN I: locate requests online,through ITIC. If you do not digging is free of charge. h 4 4 i a d i v �.' SCALE: Y4" = I'-O° P I P P P P it I currently use ITIC,please call 1-800-524-7603 -4.0'X r w I h r w d r Q 1 / 1 P p P P q q 4 q L.� for more information. 1 I I 4 h I I I �. I I 1�4 P P I L 1, 1 t I, L I l I 6 L .t V A h 1 Id L A� ,I d p d 4. of 2 SYMBOL LEGEND: 00 ® © CD 0 ® 0 © 7---; DENOTES EXISTING 8114) TIMBER BUILDING PILE(TO REMAIN) 2yz:, --1._ „ / 7'-II" / �' II" / 7' lo" 7' lo" / S' o° S' 2" O DENOTES PROPOSEDD ION) GGA PILE FOR PROPOSED MID-SILL BULKHEAD WP(0,0) LIMIT OF EXIST ROOF ABOVE I 0 O 'Y' ORIGIN LIMIT OF EX.STORAGE ABV I-2x6 EX.RIM JOIST I-2x6 EX.RIM JOIST - I-2x6 EX.RIM JOIST _LIMIT OF EXIST PORCH ABOVE - I-2x6 EX.RIM JOIST -� ih B 0 ► `�" ... '11. . .. LUMN I D LEGEND I 4x6 EX.GIRDER EXISTING TIMBER PILE �� GO 0 (TYPICAL-NOTE,ALL EX,2x8 F.J. f PERIMETER PILE DECAYED) r r-ABOVE •r• \ ABv GRD LL1 I ffi W . . '' _� ® ID FOR EXISTING PILE GRID / t3-1 ®Ib O.G. _ EX.2x8 F.J. EX.2x8 FJ. I EX.2x5 F,J. 4 /, I X ABV GRDRk R (ABV GRDR� kb \(ABV GRDR� EX 26 . 1 Sri w ®I6 O.G. ®Ib OG. ® Ib"O.G. cZ r '-3. a PROPOSED BULKHEAD GAP, N} 6 w i •r• i •r• ' FRONT TO BACK: ,. , ;: - U W 6"x8" TOP WHALE, INSTALL © -1e a 1 I-4x6 EX,GIRDER I-4x6 EX.GIRDER ,1 I-4x6 EX.GIRDER I-4x6 EX.GIRDER 'rGIRDER •r• _ -_'_ © 1 I"1- ''�� SHEET PILE AND - 2x GGA WOOD ��,� I 6"xb" FOLLOWER _ GAP(TYPICAL) _ - - FAILED SCARF JOINT § r A■ •- P� MID-SILL FI�. AD: �� EXISTING I EXISTING GONNEGnoN r ,� !STORY T.O. PILE GAA BULKHEAD GAP TO BE 11_o PROPOSED 1132 L6 VINYL BULKHEAD W/WOOD GAP FRAME BUILDING ROOF OVER PORCH '�J ` x It? r�I TA.GAP TO ALIGN W/BD.EXISTING BUILDING GIRDER -i •} TO REMAIN ALIGNED W/B.O. EXISTING GIRDER g �^ LL,!,41_1 0 0 o o o o o o X Q - I '6 d u ip' SEE SECTION'A'FOR CONSTRUCTION REQUIREMENTS I I ZL' ti 11- , - I x = x - x LL, N FR EL.®6.0 EX.bxb PORCH POST _A--- n I W ® W ® W ® x•< ® i ® tS . PROPOSED 6"xb'CGA FOLLOWER E'X.2x8 FJ 1 EXPOSED BULKHEAD VARIES a ts '� 4x6 EX.GIRDER OVER f- - - LONER 4x6 GIRDER ' (MAINTAIN 12 CLEAR SPACE BETWEEN EDGE OF PORCH (�2-2x10 RJ ALIGN �/ , (TO REMAIN) � :- I 4x6 EX.GIRDER =' I 4x6 EX.GIRDER I 4xb EX.GIRDER I 4x6 EX.GIRDER I 4x6 EX.GIRDER: (UNDER STAGE AREA) I-4xb EX.GIRDER J _ TO EA.FOLLOWER,TYPIGALa ���r ____,f_ _ a W afV{ © -P1�z' - - rt; - 1 - - - - �, - TI' 7 ! �MI © �� EX 2x10 FJ �yN , ---i FAILED SCARF J01NT i TOP OF MID-SILL BULKHEAD 0 EL. ±4.11' I- ���� I I CONNECTION „� �� PROPOSED 10'�x 25'L6 GGA WOOD PILE W/COPPER GAP 1 12 ;i - - - - Q9 o • p 9a o 'MI LOCATE TO ALIGN W/EXISTING BUILDING PILE GRID AS MI vpir Q � o>_ ‘,._,I .- > v _K_/_ = EX 4xb GIRDER GIJR ��,, SHOWN,TOP OF PILE TO MEET T.O.BULKHEAD GAP(TYPICAL) , ..._....:;:.:<•.... Ez Li_t ,L u N>_ IL v, m - ' • :+ :' ~'7:,.. -.(T(I R€r1A1N WTI INDICATED) X1-1 � o00 6Q ® pop ¢ ® aX� p w _� - .. : - ,.II/ 0 __�_ _ N N ® N>® N ® ry_ 7 .I >- PROPOSED 65x8'GGA WHALE,TYPICAL Ex.•8'�PILE .:. _ APPROX. HIGH WATER LINE 1w I w 'u5¢ I r EX.TIMBER PILE w¢ I I -- -.1 4'+ 4x6 EX.GIRDER OVER �' (TO REMAIN UNTIL INDIGIFTEU); --- 73- � 04ll aMID-SILL BULKHEAD PI PROPOSED TOP OF 13t1LEL. (TYPICAL) OWER 4xb GIRDER m c L Y'I L• .r. rT/I� x (UNDER STAGE A ''`•': '•-:•.,:.. ..:...:. .�: . ::.:.::': •'�:�.: :~•• _ I-4x6 EX.GIRDER t 4xb EX.GIRDER I 4xb EX.GIRDER I 4x6 EX.GIRDER . E I 4xb EX.GIRDER ', Q Q 4x6 EX GIRDER / ' -` 1 $ 5 O o pyo I o - • • • p 0 k /r_ li U lb YY] • > 5 � p w¢ ® ,ny¢ ® w� ® p 0 `: ® �ig E2tiO �_/i_. .' > X>® w " ® w-. ; ROAIM AIE OF o To E PROPOSED MIDSILL $ULKHEAD:�/�/// ,x11 ® Q w� unI- i W EX.GIRDER CURRENTLY 0 FAILED SCARF JOINT 4xb EX.GIRDER OVER ry_ A� EDGE OF FOLLOWER,TYPICAL) PROPOSED ±132 L6 VINYL BULKHEAD W/WOOD GAP NOT RESTING ON PILE I CONNECTION I LOWER 4x6 GIRDER I I L ; isz SEE PLAN VIEW FOR LOCATION �/y I 4xb EX.GIRDER I 4x6 EX.GIRDER I I 4x6 EX.GIRDER I 4x6 EX.GIRDER I (UNDER STAGE AREA) I-4x6 EX.GRDR -t:64.11 T �� � I 4xb EX.GIRDER - - - - - - . .- - ... . . - - - � 0 10'� 2 ' 6 ' a .�I '� x 5 L GGA PILE, c- LIMIT OF Ex BLDG ABOVE � FOR LOCATION SCC FOUNDATION PLAN,THIS DW6 CO l R -'- SEGTION 'A' - ELEVATION 4 o g • I R 9 / I L R c I \ �+ I x M�' _ DAA) MAINTAIN EXISTING BUILDING PILE a � n ® (� I EX.2x8 F.J. EX.2x8 F.J. ICD EX.2x8 F.J. EX.2x8 F.J. I K5 EX.2x8 F.J. v 6F :-:ii•- 4 `K .- I\ SCALE: 1/4" = I'-0" '�IL "�a �� „5ABGRD w JABV GRDRk ABV GRDR) (ABV GRDR. tli (ABV GRDRk. , \, � O �Qu' ri ki ®Ib°RG. "®Ib'O.G. ' "0 lb"0.G. ®Ib"O.G. @ Ib"O.G. 9 EX.2x8 F J, 'eo z ds W N �/,'� p+b EX,2x8 F.J. <r vv v v v P O is._ ABV GRDR� ` u- _ ^ ri iV� h .1 �ndC/ m• �,, / � ABV GRDR� - - - - - �®Ib"O.G. ti .fl Q � Ldp® Ib OG. I t� � =N>x un , .. kiv I/ I-4x6 EX.GIRDER I-4x6 EX.GIRDER ^I _ 1-4x6 EX.GIRDER I-4x6 EX.GIRDER I-4x6 EX.GIRDER I-4x6 EX.GIRDER I I-4x6 EX.GIRDER ' • Q O ■�ww �� I 2x6 EX.RIM JOIST I 2x6 EX.RIM JOIST I 2x6 EX.RIM JOIST I-2x6 EX,RIM JOIST I 2x6 EX.RIM JOIST LIMIT OF EXIST.PORCH ABV I 2x6 EX RIM JOIST �� ��� �. ,a-, .`�t...,.A., ..»t cx. �w. � 1 7•_ .� �,: ,... ,.-..iI.. �� � .r.. • � GENERAL NOTES: 1 -�-1ar�ticS+�[7�I:f{'-L�t�Ki'4' rit�r'VcT�,g r'ia•v.S!'f�•..i�.r:Jt�'r: c,7wt�}t��f'L'��ac�[frF .i drti1. � 'ti X-i'�.���iP :. ;Fttrtl. �!=�L?v,�JctiC%ti. .r•t�S# . -.w:ft�'7t rS��:,v ! � � �l 1I I'Wil; 1I AI 0l�lrl�l/�I��II11��III ira!//.!%J�.%I'/Ji! 0�WANIGMIVA A!!/!V VA A V/!%i�/J.U/.!'//L%/%hl�!%!!l!►lJ�.�.'y�/.! i '. t X Z u' 4� f . it laid■I li■■ori■�i�l�wi>s�ii�■�IIM■I�si�i�i�■�iwIMi�l�isi»lei ■iii■�i�1��i�l�isu�i��nsl�l�si�i�u■iwi� I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE PRIOR TO STARTING o IIS 4) III II 4) II 4) ILII \ OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND B PI PILIE/FOLLOYER PILE/FOLLOWER TYP 12'CLEAR USE: MAKE WORK AGREE WITH SAME. I (�} 2_ 0 PROPOSED VINYL SHEET PILING CMI SHORE6AURD CORNER SHOREGUARD 625 0 CONNECTION TO BE FASTENED®EACH GONNC-GTION TO BE FASTENED® I6'OG., FROM EA.PORCH 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND TO E.O.FOLLOWER BRACE AND CORNER FITTING BUILDING CODE AND ALL RULES AND REGULATIONS OF THE TOWN OF SHELTER ISLAND. 10' HIGH x 10" DEEP x 1132' LONG OCCURRENCE,USE 3/'6ALV.THRU BOL USE%4 6ALV.THRU BOLT(APPROX 24" (2��) . Q � � SHOWN W/BULKHEAD WOOD GAP (APPROX 36'L6),WASHERS o-EAD L.6),WASHERS(HEAD AND END)AND lig 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS ss INSTALL PER MANUFACTURERS Q END)AND NUT I INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE - - I I INSTRUCTIONENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE,AND CONTINUE WITH THE WORK,HE 0 ck 55'-II"OVERALL BLDG SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. = 4. NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEIGHBORING PROPERTIES. 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. THE PROPOSED 1A1ORK SUMMARY: 1-4 m 358'-10' INTERIOR HALL OF BULKHEAD I ENGINEER HA5 NOT BEEN RETAINED FOR ON SITE INSPECTIONS AND/OR OBSERVATIONS OFrZ-1 I I I I THE CONSTRUCTION. INSTALL ±132 LIN. FT.OF MID-SILL VINYL BULKHEAD. •• tb0'-6'EXTERIOR WALL OF BULKHEAD b. ANY DISTURBED GRADE WILL BE RESTORED TO BACK TO ORIGINAL WITHIN PROPERTY LINES. -L / 1 1. THERE ARE NO VEGETATED TIDAL WETLANDS ON THE SITE. ti 8 NOPURPOSEEXCAVATION OF OBTAINING FOR FIILLFILL. OR STONE MATERIALS.OF THE BEACH 15 AUTHORIZED FOR THE GL OP 0 NORy 6® ® o o E ® ® ® JV I. INSTALL ±132 L.F. OF SHOREGUARD VINYL BULKHEAD(MODEL No. 625) ENGINEER: PER MANUFACTURES INSTRUCTIONS AND SECTION 'A'. 0 EXISTING FOUNDATION PLAN W/ PROPOSED MID-SILL BULKHEAD INSTALLATION SCALE:%'=I'-O' PILE/WHALE/SHEET PILE/FOLLOWER CONNECTION TO BE FASTENED ■ EACH OCCURRENCE, USE 3/4" 6ALV.THRU BOLT, G� �� I f-1 t''�',�'A WASHER(HEAD AND END) AND NUT PROPOSED RETAINING WALL GAP, JEFFREY T. BUTLER, P.E. GM I SHORESVARV HARIJY`CAREFRONT TO BACK: 6'x8" TOP WALE,SHEET .v► WHALE/SHEET PILE/FOLLOWER CONNECTION PILEPAND 6"x6' FOLLOWER W 2x TOP w p 90° Corner TO BE FASTENED 0 16" O.G., % Brace SG 650-750 Comer USE 3/4" 6ALV. THRU BOLT, T.O. PILE TO ALIGN WITH T.O. BULKHEAD GAP 0 Use with SG-650.SG-7'50, _ _w I- (.\ `` <•«> �-- ' � SG-625 and GG-50 WASHER(HEAD AND END) AND NUT WHALE SPLICE(TVP) _ v View - 2 > o 0 § Beveled PVC 4' Nylon TOP OF MID SILL BULKHEAD ® EL. 14.11 _ \ ` �+ O in 1,0) Washer Plate Washer �0 0 0 0 o 0 0 o 0 0 o Mo 0 0 0 � o 0 0 0 0 o GRADE ® F.L 0.0' Z Z �' � CORNER FITTINGQ .O> PLACES REQUIRED= 2 I GRADE VARIES I- 1 0 1CC) �, Front Sloe O MANUFACTURERS INSTALLATION INSTRUCTIONS L.2 t• \ -� M--1 I 0 CO 'i• .i t. 'It x.71 '`t.' I.' I _ �.;IF.. :-0 y�. !1 ,I. ,•I�P•.'. ,.X1,1::. ��:i 1�...1'..,p•a' /� � I I 1. :;N' .1. J' �'d: ..M1,1' .4. •.1'a:' I :.x. View } { J View t �'�' �1. I' F+i :I J. OFPARTS -'..-Ar: � .�� I: •.� I. I. "��' _: FOR QUANTITY .� 1�: �� ••� �'. •N• -1. .Y: ' :' ...i i[�'•'•�. J:�.•;^�.:;.. L .�'•h' S.�'.i�'k:�:. i Y.'r .� :K� . .. ,Y:Ta .:I!. : .-_ .1'" '..'': : ,.,.,A :,' .1 : 1 ..� !.I. • } •:,Jf � ..P .'Ja:` ,-:1:::-r.-'":.:)t I ' .a:... •.•a I1. ..F 4'�,'I:i.` .R.:;.`. .. CY • Front !` �..:., •.. .4•:',"1•• ..�.1{-�:::.:}; �'„ 4:,._ I,.:, I(: i.:$..• y ?y.111 !': '1 ,y �I;• {!( ;, I'd' ? . .:4 }'.. :�:rM1}. :A:.d:;" H /y� (� (� View f h F. a' • Sf 4. ;} :, )1::!"::;t. "::;t•. :::•:.: 1 fi' 1 1' il,' . ',r.; _i'..' 1 1 d d . '''' 1 '.' i.%. .'l:: ~. ::' ,I and \1 L V a_ c10°CORNER BRACE I 1 II 1 I 111 • I!I I I I I 1 a Ili' �I I III ti ' I :1,I I I 0 ZZ W v Q e li h I I I d I d h I I 1 h d Y • PLACES REQUIRED = 2 ! 'i i a I ! a I 1 1 h I I I I I I d � d l i h I d 1\ SEE MANUFACTURERS INSTALLATION INSTRUCTIONS a r I a + a FOR QUANTITY OF PARTS I ii I u i I u i I i ! I I s ! dd` i Z u i I Z 0 0 `, P M a I({ 4 ! I I I 1 ! I I I I 4 I S O QO - Y h h i 9 h f h I 3I I I I I d !`1 Ef 1 it I i ! I !`h i d Y _ O "" I--- in 8 N II A G M! I h it i I i! 1 1 ! h I1 1 I f 1 I II, d I 1 U O O \ / O O ff N a I q I II a I I 4 I I I 1 1 a (� ,J,(„I 1 II iI I I Ii I II III i 0! !i I I tl ! IB.O. ® Q z to 11�' ae I Illi 1 a 1 1 I I a 1 N I N Q LL 1 O I II a I I 11( I ; I I I it I I I II II ' I I II M E1.. ±-E'.O (E IVWJ'1/ �T i ILI O O (S) _t h h((( I II f I 11 I 11 d d ff i d 1 (( i d 1'-•-1 O Jlli 1-LI__ILL _LI_� �JJL-JIJ-ILL-J11l ri1L-LLL-ILL_LI--ILL- __I_ ri--.111-JI1-LIi____u -JLLJii___I L_UL__� ii-LLIL1 ` \ c,) O 1 www.dignetinycli,com 1 I v/1 17141 YORK CITYwww.calols 11.comtn VINYL SHEET PILING,SHOREGUARD 625Q !� - O ' 010ill Z �SLAN� (for other states) ION) CCA PILE,25' LG(TVP) j Q QV, O O 00-272-4480 811 i 1 i i i - pi-4 z u l I I 11 I I Z na I I I I I I z P- O By law,excavators and contractors working in the For safety reasons,homeowners are strongly I I I I I I I I I I I I I- 0 � Q five boroughs of New York City and Nassau and encouraged to call as well when pllanning any I I I I = I=-)' I I I I I Suffolk Counties on Long Island must contact type of digging on their property. Homeowners LJ LJ LJ LJ LJ LJ v DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by 'T-'1 : - ` �"� --I _ but no more than 10 working days(excluding calling 811,the national call befoire you dig �I�f 1�� weekends and legal holidays)prior to beginning number.For excavation work connpleted on i _ M - A _ any mechanized digging or excavation work to personal property,it is the contractor's 'w' IF 1 ensure underground lines are marked. responsibility--NOT the homeowner''s--to contact VI EYE B - ELEVATION PROPOSED MID-SILL BULKHEAD II - JAN 2 9 2016 • < Excavators and contractors can also submit DigNet.Having utility lines marked prior to „ _ , w locate requests online,through ITIC. If you do not digging is free of charge. SCALE: I/4 I-O , • ILI 2 currently use ITIC,please call 1-800-524-7603 - --- ~~--~---- -' Q for more information. z of 2 lir..."DRAWINGS AND ACCOMPANYING SPEGIFIGATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE:REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART,IS PROHIBITED F_XGEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO TI ILC PIANS SHALL REMAIN WITH THE ARGHITEGT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF TI ILC RC-51RIGm%.