Loading...
HomeMy WebLinkAboutTR-9835 Town Hall Annex Glenn Goldsmith,President ��OF SDUry� 54375 Route 25 A.Nicholas Krupski,Vice President h0 to P.O.Box 1179 John M. Bredemeyer III [ Southold,New York 11971 Michael J.Domino Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 'YcDUIJT'l� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF . BELOW INSPECTION SCHEDULE a k Pre-constru.ctidr -bdy-bale�line/silt boom/sitt-curtain - TuKbtarqCvu c 1St day of construction- % constructed X When project complete, call for compliance inspection; t r .............. 45 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 9835 DATE: MARCH 18°2021 ISSUED TO: STRONG'S MARINE INLET,LLC c/o STRONG'S WATER CLUB&MARINA 5 ME 15 PROPERTY ADDRESS: 2255 WICKHAM AVENUE,MATTITUCK K SCTM# 1000-114-3-1 M AUTHORIZATION a911P a"• Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 18,2021 and in consideration of application fee in the sum of$250.00 paid by Strong's Marine Inlet, LLC and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Z Wetland Permit to modify existing+19.2'x 46'travel lift/boat haul-out slip to create+19.81 x 56'slip,as follows: remove(without replacement)existing+46 If timber bulkhead("E")beneath south lift rail("Q"),extend existing south rail(to remain)seaward by approximately 10 feet to finished length of+561f over slip,and construct+2'x 56' wood walk with handrail("M")along most seaward portion of lift rail,in place of existing+2'x 40'wood walk; construct+25 If of vinyl bulkhead in place of existing+24'timber bulkhead("D");construct+46 If of vinyl bulkhead approximately I foot(+8")landward of existing+46'timber bulkhead to be removed("C"),excavate and dredge+1' x 46' area between existing and proposed bulkheads to max.depth of-4'MLW(with 6"overcut),and use 31 approximately 15 cy of soil/spoil as backfill;install new+57 If north lift rail(+56 If over slip)in place of existing lift "I S rail("P"),and construct+21 x 131 wood walk with handrail("N")along most seaward end of lift rail; construct+13 If of vinyl bulkhead in place of existing+14'timber bulkhead("B"); remove and replace(in-place)existing+18'and is +27'sections of timber bulkhead with+45 If of vinyl bulkhead("Ali'and"A"); incidentally dredge+19.81 x 56' haul-out slip(within 10'of existing bulkheads beneath lift rails)to maximum depth of-41MLW(with 6"overcut), and use approximately 77 cy of spoil as backfill;relocate two existing tie-off pilings seaward of slip;and on landward side of slip,install 4'x 12'steel pad within footprint of proposed+201 x 23'concrete boat launch(w/P.C.grade beam foundation),and re-grade surrounding gravel/broken asphalt surface. Reconfigure floating docks southwest of 4, travel lift slip,as follows:remove(without replacement)5'x 170' floating dock("G")and adjacent 166' in-water bulkhead("H");remove and replace six(6)4'x variable length finger floats(attached to floating dock to be removed)with six(6)4'x 24' finger floats and associated pilings to be attached to existing+51 x 172' floating dock to remain("J"); with the condition that throughout construction standard turbidity controls be used and that any future proposed amendments to the parking area be of a pervious type material; and as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated December 23,2020 and stamped approved on March 18,2021. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Sea]to be affixed, and these presents to be subscribed by a majority of the said Board as of the 18th day of March,2021. %%If F0Z C) co k"'Al �4­t 1,0, �i r 1,0�6 4V�,,,, �r, (0;.......... "6", "'44,"t,r.,iw,�A �,,A i�,rfA, M�',i,i; 1, 6 TERMS AND CONDITIONS The Permittee Strong's Marine Inlet LLC 2255 Wickham Avenue, Mattituck,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith, President �QF SO(/� Town Hall Annex A. Nicholas Krupski,Vice President ,`O� Ol0 54375 Route 25 P.O. Box 1179 John M.Bredemeyer III Southold, New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 oI,YIrDUM`I 'BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 23, 2021 Robert E. Herrmann En-Consultants 1319 North-Sea Road Southampton, NY 11968 RE: STRONG'S MARINE INLET, LLC c/o STRONG'S WATER CLUB & MARINA 2255 WICKHAM AVENUE, MATTITUCK SCTM# 1000-114-3-1 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Thursday, March 18, 2021 regarding the'above-matter: WHEREAS, En-Consultants on behalf of STRONG'S MARINE INLET, LLC c/o STRONG'S WATER CLUB & MARINA applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated January 11, 2021, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on March 18, 2021, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 WHEREAS, the structure,complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the'Board of Trustees have found the application to be Consistent With the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of STRONG'S MARINE INLET, LLC c/o STRONG'S WATER CLUB & MARINA to modify existing +19.2' x 46' travel lift/boat haul-out slip to create +19.8' x 56' slip, as follows: remove (without replacement) existing +46 If timber bulkhead ("E") beneath south lift rail ("Q"), extend existing-south rail (to remain) seaward by approximately 10 feet to finished length of+56 If over slip, and construct +2' x 56' wood walk with handrail ("M") along most seaward portion of lift rail, in place of existing +2' x 40'wood walk; construct +25 If of vinyl bulkhead in place of existing +24'timber bulkhead ("D"); construct +46 If of vinyl bulkhead approximately 1 foot (+8") landward of existing +46' timber bulkhead to be removed ("C"), excavate and dredge +1' x 46' area between existing and proposed bulkheads to max. depth of-4'MLW(with 6" overcut), and use approximately 15 cy of soil/spoil as backfill; install new+57 If north lift rail (+56 If over slip) in place of existing lift rail ("P"), and construct+2' x 13' wood walk with handrail ("N") along most seaward end of lift rail; construct +13 If of vinyl bulkhead in place of existing +14' timber bulkhead ("B"); remove and'replace (in- place) existing +18' and +27' sections of timber bulkhead with +45 If of vinyl bulkhead ("A1" and "A"); incidentally dredge +19.8' x 56' haul-out slip (within 10' of existing,bulkheads beneath lift rails) to maximum depth of-4'MLW (With 6" overcut), and use approximately 77 cy of-spoil as backfill; relocate two existing tie=off pilings seaward of slip; and on landward side of slip, install 4' x 12' steel pad within footprint of proposed +20' x 23' concrete boat launch (w/P.C. grade beam foundation), and re-grade surrounding gravel/broken asphalt surface. Reconfigure floating docks southwest of travel lift slip, as follows: remove (without replacement) 5' x 170' floating dock ("G") and adjacent 166' in-water bulkhead ("H'); remove and replace six (6) 4'x variable length finger floats (attached to floating dock to be removed) with six (6) 4' x 24' finger floats and associated pilings to be attached to existing +5' x-172'floating dock to remain ("J"); with the condition that throughout construction standard turbidity controls be used and that any future proposed amendments to the parking area be of a pervious type material; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., dated December 23, 2020 and stamped approved on March 18, 2021. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 V ry truly you , 4 lenn Gol mith President, Board of Trustees l�c,�FFU(,��o . Glenn Goldsmith, President Town Hall Annex Michael J. Dominoy z 54375 Route 25 John M. Bredemeyer, III o h P.O. Box 1179 A Nicholas Krupski 4� V ;A' Southold, NY 11971 Greg Williams `�nr Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: STRONG'S MARINE c/o EN-CONSULTANTS Please be advised that your application dated January 11, 2021 has been reviewed by this Board at the regular meeting of March 18, 2021 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project xx Pre-Construction TURBIDITY CONTROL INSPECTIONS - Fee ($50.00) 1St Day of Construction ($50.00) '/z Constructed ($50.00) xx Final Inspection Fee ($50.00) — PAID Dock Fees ($3.00 per sq. ft.) 30-Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: � 2� TOTAL FEES DUE: $ 50.00 ?�-� ' k BY- Glenn Goldsmith, President Board of Trustees r TB bG TIDAL WETLANDS BASED ON ORIGINAL SURVEY BY: ° TB 5a' BOUNDARY A9 of Nrl YD\K Clv 800-272-��80 811 PEI SURVEYORS, P.G. `�s �DDELINEATED �-� & SONG IS�ANb A www.dignetnycli.com or www.call811.com +� .t P.O. BOX g04 <^_ OQ , BY EN-CONSULTANTS (for other states) � n «� _ r• p� ° Te 5.8' MARCH II 2014 , 1230 TRAVELER STREET f� jO (.` WO/F k " TB 6.2' ALI AGARABI By law,excavators and contractors working in the five For safety reasons,homeowners are strongly SOUTHOLD, N.Y. 11`111 ��� / / r- boroughs of New York Cit and Nassau and Suffolk encouraged to call as well when planning an type �y 9 Y 9 P 9 Y YP + , w �s Q�, u (� REVOCABLE TRUST p ^ ' (631) X65-5020 FAX(63U 465 IT47 /� 5'"iz- i S�O Counties on Long Island must contact Dig Net, of digging on their property.Homeowners can m, r \ 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling r h•' a t ;� r SURVEY DATED: 04-13-2013 / cb� --- .�j 6' GONG 10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For ,_" 6 ;+` ': '• ` .r // / �UGKA{iE .I 1 oz, ���+j \ PE7AINIIdv :• to t,_a ;e't.yc.. .v `, LAST UPDATED: 12-10-2020 1 O y 1 ALL prior to beginning any mechanized digging or excavation excavation work completed on personal property, / O/ FEN' -� L` work to ensure underground lines are marked.Excavators tis the contractor's responsibility-NOT the a R w 1 "1y y .» •w m ." �/ �iB 6 I' / / GHA JUN,=• EX�TI 005 and contractors can also submit locate requests online, homeowner's-to contact Di Net.Having utility Q TIMBER 4 9 9 Y APPLICANT: � / � AF/EA � through ITIC.If you do not current) use[TIC, lease call lines marked riot to digging is free of charge. ,° " �a. '" r��r°•. / / FR.AP60F�- \- \ � POOL PAVIL EXIST. STORM DRAINAGE SYSTEM �6 _ \ RETAINING � g Y Y p P gg a g 1-800-524-7603 for more information. + 5TRON65 WATER CLUB Fri ^ / / o�PAVE P/ # �' ' / FL.EL. = 136' (2) 8' DIA. x 3' EFF. DEPTH 4� I +3 HALL ." 9 �' ►�- 2255 WIGKHAM AVENUE 1 �/ s,y /5TOGKADE LEAGHING POOL yT X22 MATTITUGK,NY 11452 � �, , / / �' �� FENCE - �� ' ED SGOPE OF WORK: ` �,;� ; °< , / 1'- / �� \ I. INSTALL TEMPORARY BARRIER BEFORE PROCEEDING WITH ANY 51TE WORK. NO DEBRIS " GHAININE J� EXISTING ' '.°v- I( / STB b 0' , / �'1 ��,' _ EX.Pio \ APE,,, G� / OW 0` \ l JDODEQ r - r .. ' ry. �..j�.t s► !' ". -PAVER - - r\• �o / J� SHALL BE PERMITTED TO INTO EXIST.OR PROPOSED CHANNEL OR OUT5IDE DE5I6NATED "� -• � '�� �!`�,,I: •�, �' 1 PLTl`> J. \ AREA \ s\� /� /, / m AREA OF WORK. TIT CK ,' �\ ' U,�� : a'1 <�G } ,� �r`\y �c � � 2.SEE COMPACTION NOTES PRIOR TO ANY SITE WORK. ';Ti ' k ,, k � • "' _ ` MAT U s / , /. / ���/// cps ��\� �ti ` 3.CART ALL DEBRIS TO AN APPROVED UPLAND SITE. Pf3OP / \/ , / { \ 20 4.CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO DEMOLITION AND , CREEK TB 5.8' ��� / /� /� F. ' - I o PROPOSED WORK. / / / OVP PAVE:FA710 +� K HIGH HATER / / EXISrING GRAVEL H• �� \ LE CONSTRUCTING: / + , �' q.2' EXI5TING \ 5. PROPOSED LOCATION OF MACHINERY WHILE p MEAN /; / &RAVEL OVER I / Y GLF APOUND \ / A. WORK DONE FROM UPLAND BOAT STORAGE YARD: DREDGING SEAWARD OF OF BULKHEADS(AT EXISTING HAUL OUT SLIP AND PROPOSED BULKHEAD(ALONG TIE LINE)] 0 // // // , }� 0 + I \ / +� \ BROKEN ASPHALT `- p DU!AP5TER5 \ \ N LAWN aooD \� �/ / SLIP EXTENSION),SEE VIEW 4 ON DWG SP4. EXISTING ^� a a 5, AREA PORCH�� �. n / \\ a 8' // I. REMOVE EXISTING HAUL OUT SLIP NORTH WF RAIL AND SUPPORTING PILE/61RDER q ' • , "•, +, ' STs e� IN-GROUND ` 117.1' \ FOUNDATION. #;;,•°;. +63' / + SWIMMING Ar,UNIT5ON � ,/ \ Is.S' / 2. REMOVE BULKHEAD AND RELATED PILE5 AND ANCHORING a LANDWARD E06E OF EX15I IN6 14.0'+ POOL hoop PLAT. �} Q��p / \ HAUL OUT SLIP. SAND AREA � F rB 6,0' / ��, / , �/ �• / 4' _ O 3. INSTALL NEW VINYL BULKHEAD PILES AND ANGHORING AS NOTED. 4. INSTALL NEW NORTH RAIL SUPPORT PILES AND SOUTH RAIL EXTEM51OR SUPPORTr° .' ± fr * �.fg . // 63' 17.4' �0- Y\M 5I INSTALL NEW NORTH RAIL AND ADDITION To SOUTH RAIL. tiob.BOAT LAUNCH PLATFORM RELATED COMPONENTS_- +174' of ° A. INSTALL PILES AND REINFORCED GRADE BEAMS. 4;,'' '• -, '-" ,' ' L w �" , ` rlo B. REVIEW COMPACTION NOTES PRIOR TO POURING CONCRETE FOR REINF.P.G. Y R�ELEG.PANEI/ � / I Ex GLIGHT . I / BOAT LAUNCH PAD. a-TRANSydMER a5' 1111, - V G. INSTALL REINFORCED P.G. BOAT LAUNCH PAD. LOGAT(ON MAP: , Mau.' PCLE D. INSTALL STEEL PAD EDGE OF ASPHALT SCALE -_ I O600'-0"TB 6.8' / / 1 / }�e ^^ / , 7. INSTALL NORTH WOOD WALKWAY/CATWALK AND HAND RAILING PER GODS. = �(p 0 e� / b.s' �/�/ o 1 �y M� i �h I Ce / �• / b. INSTALL NORTH AND SOUTH GIRDERS FOR CATWALK SUPPORTS,CATWALKS AND / 4 u EX. FR.`BLDG HAND RAILS TO CODE. ADD CATWALK 61RDERS TO SOUTH RAILS EXISTING PILES 6 }' FF=11.q' \ JELL PIT / WHERE REQUIRED(CATWALK TO BE SUPPORTED AT EACH PILE OCGl1RRENGE) PROPOSED 51TE PLAN OF: �8&e8' // / / / AREA= 1,3oTA15G FT GONG. / 14' C.B. ? q. GRADE AND COMPACT DISTURBED SURFACE AREA ALONG REPLACED BULKHEADS / / � o � / o � STRONG'S MARINE INLET LLG / / Q HAUL OUT SLIP CONSTRUCTION AND BOAT LAUNCH PLATFORM. +12 3' T h BL °° �, ✓ ,8 ° 0, s q' / // x -x STEWART TITLE INSURANCE COMPANY �,T Igq, / Eo�� x_ x X •D M BARSE. 2255 WIGKHAM AVENUE, MATTITUCK, NY I1g52 , / ° o EXI5TIN6\ EX.GEN / c o\� y\ Ey15� 6A� \ 112. B DREp6IN6, HORK N SEAOWARD OF OF BULKHEADS(LOCATED AT HAllL OUT SLIP TB b 7' , / , / Z'� STEEL GOVEFZS 301' EXISTIfJG / 13 3' COUNTY OF SUFFOLK / / / / �• \ �\ rs�. ° (REFUTED LOG OF\EX. ASPHALT / - \ , AND SLIP EXTENSION),SEE VIEW 4 ON DWG 5P4. TOWN OF SOUTHOLD NOTE: 5ANITARYo 5Y5TEN , I. REMOVE BULKHEAD SECTION AND SUPPORTING PILE/GIRDER 5GTM. 1000-114-03-01 MACHINERY ACCE55 IS PROPOSED FROM o FOUNDATION(LOCATED ALONG SOUTH RAIL). EXI5TI N6 BOAT 5TORA6E AREA AND BARGE. o \ 2. REMOVE BULKHEAD SECTIONS(AND THEIR FOUNDATION/ TB r,.T' 1 / , I +Ib 4' �. \ EX. i \ o� ANG14ORING SYSTEMS),EX. WD CATWALK M'(SUPPORTED W/ SITE DATA: • � I I *1.4' / / I ) ' LAWN AREA � /GONG. / -o r 1 l j / ® �/ \ ��- \ 112' \f \ v3 3IL INSTALL NER EWV�INYL BULKHEAD,ATION SHALL AND ANCHORING A5 NOTE).AIN AND BE USED FOR ZONING DISTRICT: M-2 (MARINE 2) m - I I / FRE / \ 6ALEBn 51�IJ� EXISTING PROPOSED ^ 1 1 / PIT/ \ s� 002 \ 4. RELOCATE EXISTING FINGER DOCKS AND THEIR A550GIATED f z PILES TO MEET THE EXISTING FLOATING DOCK TO REMAIN(AS SHOWN). SITE AREA: 88015 ACRES N.G. - 88015 ACRES TD bh- j (383,38334 50.FT) (383,383.34 50.FTJ FAIL GONC. STEP 9 + _ o a I•- r- PAIL �TB6.1' 1 1 EX FLAG , 113.1' // /o / LANDING EXISTING BOAT \pY�� \s; ` ��,� PROPOSED ALTERATION TO EXISTING HAUL OUT SLIP I I POLe �/ ' �/ 5TORA6E BUILDING I \F Q OVER ALL SLIT✓ALT5: EXISTING PPOP05ED PROP05ED �[ G�\P\N�. / FF=103' ,x �: TAG: COARSE: ENGROAG-MB°IT I ) / / \ / b r_ AREA=25,115.3 50.FT. x , �' r n K WIDTH 1142 tl9b fOb (b)LANDWARD rT1 m � • ELEG.PANEL b �/l ��\5 S, / , , , 1 "1 Q) X I I / / / METAL , F, c L LENGTH 145.5 ki5S +10 SEAWARD 'TB t 71 I 07' / 5 / 5TCCPAC� `c / o / \N� iqb s / / c WAIJKWAY d CATWALK ALT5: EXISTING. PROPOSED: PROPOSED FINAL X 2,q' / C�FfE GONTAINER / `� TAG: LL \ -ENERATCR / •(S ENGROAC.1•MENT: O W I I+83' / / ,/ EX.GOty(,• \ '' c. s t4O'(TBW k56 tib' 110'SEAKARD ' M Z Q I 1 / g\P� \ CQ C� / �// / +32' N NA. t13' t85SEAWARD t13' ,L[) T8 .T 1414.5 1/ +14.3' ° 1 I 107, , o J WALL \ ° S P 10.3' 2 O \ F1'.FUEL J / \ ` �� / _ / '�_ �• � i�,�,�� HAUL OUT SLIP;AIL ALT5: EXISTING PROP05Et� PROPOSED -TB 6.'✓'I \ > S�� @ o S� \� fk ML r GON //��� TAG: LENGTH: ENCROAC+VENT �I T_ 1)MP5 / �/ EXIST. 4.T \ / i f 9�? ' Ex. RawP colJc. � 1 oti `� / � 6 P NORTH RAIU t4b'(TBW t5l'LONG tOb'LANDWARD # t:ST LIJ 1 I EXISTI16 A PHALT 3 EXISTING EX15TINO 3 3 �P' i i , 8'xgG, LIGHT ASPHALT L �U, / &RAVEL OVER FE ,. �' Tw 4 4 �� Y PLUS OA�ND) t10;SEAI^IARD N +q.0' a AREA .I 15.8 S4 111 POLE - ' ` F b° BROKEN A5PHALT \ MCI" w m � (ETI 110.0 LONG +10 SEAWARD tI20 D � I POLE 1 EXIST. BUI UNG: i TIE LINE Q(SG�1TH RAIU ____ _ NS 6 EXISTING TIMBER BULKHEAD LEG5'A'THRU'E'5HALL BE REMOVED. +12.q' �^��� � �`i6 S.. CLy i / � Z\\a6 i� O 1 \ - �� o ti�� 13 21 W �I I�EX ELEG1 \ T126.1 r PROPOSED VIM'I.BULKHEAD SHALL REPLACE EXISTING WERE SPECIFIED. J3 (SEE BOXED";L< E FOR PARTICULAR5) LU wW PANEL I \ o �Q / EXI5TIN6 +q.0' \ GRAVEL OVER lD oEX.XFRM I U/6 -4 \ °yam �h\5� / BROKEN ASPHALT +q.0' TN 61 TB b Es' •/ .� J1 I \ TANKANE EXISTING r j � / \ EN 2.(T PIGNIG AREA YAP 11 \ /�q.e' % / 1 pN013 GRAVEL(OVER /• ! P +b5 MATTITUCK�- MATTITUCK CREEK BROKEN ASPHALT 1 I 1 / _ �� MEAN HIGH WATER J r �\ PROPOSED 1 i ti ID TRE PIT �\ o -__ fsT - ENGINEER, 1 \ EXISTI Iq. W x 146 CGHAUL �, / �D IN 1.2' TIDAL MARSH o BULKHEAD(ALONG TIE LINE) /• GONG.BOAT LAUNCH 10 *,C TB b.7' I I \ 5 IP WITH\A GLEAf ,OPENING \G p� �, 8 ' �0GO E 3.`+' � � VEGETATION W/P.G.6RADEBEAM ^ !}may Nell' �14.2' TO BE\MODIFIED TO EXI5TIN6 GRAVEL \gS\NS /E�\y�\aG �= FOUNDATION Ok" \ +13' ! �O `v g\ \ ICREATE pp *-14.8'W b'L6 HAUL OVER ` PROP05ED ALTERATION TO EXISTING BULKHEAD LAYOUT RAIL% 4 ® LEO [TIDAL MARSH LINE CO O \ 3 �C BROKEN ASPHALT (VEGETATION) \ I OUT SLIP WITH A CLEAR OPENING / R / EXISTING EXISTING PROPOSED ACTION: FINAL Q q.b' ` +10.7' a OF 114.8' / / �� E / _ TIDAL MARSH BULKHEAD, LENGTH, P All ••BULKHD LE6 D EXISTING TW 6 VEGETATION , (j +1 \ 2•'8 \ ME ,t\j LE6 A f2l REMOVE 4 REPLACE IN PLACE f2l' - `� •• GRAVEL OVER m = I W `8 hj.;:c; BROKEN ASPHALT X \\ r //w�_ - \\ / �� p\% ei J 2.2' LE6'AI' flb' REMOVE 3 REPLACE IN PLACE flb' F� ~'� T.o.e. \ \ t \ RAIL l.3'' LEO 'B' tl4' REMOVE d REPLACE IN PLACE fl3' & N "{'• 2 TW b b' LEO'C' t46' REMOVE # REPLACE AS NOTED fob' �y SOUTH •/• xE.�>' •\ O -� �` / '� LE6 V' 124' REMOVE d REPLACE IN PLACE 125' �� Q RAIL / BULKHD 0 RAIL 7.4' � 1p : � �f SEE VIEW 2, DWG SP2 F a , i A ,49 _ �PRRO ✓E ) T� R RAIL M 'ti � i EIJ 2 � r � e O +:'.'::, 6F Ter 7'\ / - �,.. FOR PROPOSED LIEGE' 146 REMOVE O.O ! ). LED � � \ ��// / `'+�+ 11.E +73' �/ DEMOLITION ��. 4'x12' �":•``'.. ��)`. G •\ / -=SSION TE b6' Q T bb.T SP2 o - ` AREA OF PROPOSED INCIDENTAL BOARD OF i t' SEE$ EXISTING BULKHEAD LEGS -75'A'THF E SHALL BE REMOVED. \, STL PLT '.` r �, PAIL 72' o M B1J 2.a' SEE PARTIAL PLAN, PROPOSED VINYL BULKHEAD SHALL REPLACE EXISTING WHERE �`c`i >� ` ' "'': ' � /•;:'• ,•��•., NOR'I(•I DREDGING OF E'.X.BASIN Y'1/IN 10 JEFF Y T. BUTLER, P.E. T8 6.8 \° THIS AREA SPECIFIED. (SEE BOXED NOTE FOR PARTICI LARS) �x� '} :.' ::" P RAIL OF BULKHEAD5 TO MAINTAIN A TOWN OF SO T h.4' +q , / �F \, Cl) BULKHD \ /. ;`;;t��C'!• MAX.DEPTH OF-4 MLW(t) SID fn PAIL TZ' �\ LEG E O ISTING 12 :, F:• [-53'NAVDbb]WITH A MAX. \ 2' ® LEG DATE fV Q ro �� PROPOSED BULKHEAD REPLACEMENT, EXGAVATI ON / SPOIL ^ o ~. ? OVER Glir of 6.0' z 149C4 �S 26 � v F- �U H OUT SLIP I :+;. . �� ✓1 LS (� -7 TB h.8' Qj �, A. APPROXIMATELY 83 LF OF EXISTING TIMBER BULKHEAD TO BE D. EXGAWATiON AND SPOIL,TL QTY: 142 CU-Y0.OF SPOIL N'O ENING OF t Q '::; " •:r APPROX.CROSS-SECTIONAL Ff M TTITU = z CSV/ i tit'. B(._ va\ ��/ PAIL 7.2' 1 �� v / r� REMOVED AND REPLACED(IN PLACE)WI1N 53 LF OF PROPOS® APPROX.tIA'x t46 LF.UPLAND AREA TO BE EXCAVATED/ \ T M ID ID TO A ;:� A �`F, r o 'S, b.q' ���i(F r�P TB 6.h' '�Fp O PAIL 1.2' aP VINYL BULKHEAD. ' DREDl6ED TO MAX.DEPTH OF-4D'(t)MLW[-53Yt)NAVD88] .` 11 B'W t56LG i;'•:. APPROX.VOL: 171 G.Y,SPOIL !' �� ' REEK' Z z LEG 13HA5 DEGREASED BY H LF GIDE TO THE LAN7WARD WITH A MAXIMUM OVER GUT OF 6.0'FOR PURPOSE OF IP WITH A CLEA�t (RETAIN FOR ON-51 TE BA(KFILL) /` ME N HIGH MATER }- 0 RELOCATION OF LEO'G'. WIDEWNB EX.HAUL OUT SLIP BY 0.67'07). APPROXIMATELY %;' I fi9.b' At :f jLK+JEAAL) -•-- _ k (� LEG i)'HA5 INCREASED BY ti LF DUE TO THE WIDENING OF THE WOOD '/ 2 �' 15 GY OF COMBINE EXCAVATED UPLAND 501L MATERIAL / x-4.6 +'� � � r/ (ALONG TIE LINE) (� -! V J L Q EXISTING HAUL OUT SLIP. CATWALK / ::;:s• ,�.,// O AND SPOIL TO BE USED AS BACKFILL. / � ,, WALKWAY - W � � O [Q 11J �- PILES TO BE REMOVED B. APPROXIMATELY 46 LF OF EXI5TIN6 TIMBER BULKHEAD To 13Ei \� ", `� --1 � ��' G• ■7I' ' � 0 � APPi'RG7XIMATELY fl4b LF x t56 L.F.LAREA TO BE DREDGED // � � BD.SLIP a �L 3.0 _ � �i l - (°{� } AND RELOCATED PER REMOVED AND REPLACED(A5 NOTED)WITH 46 LF OF PROPOSED BELOW HAUL OUT SLIP TO A MAXIMUM DEPTH OF-4'MLW FOR / X` �:;'' �` B BULKHD O v )- z z (-4.31 O f- 1\ �T O TB 6.T' '� �� 0' �`. DWG SP2(TVP.OF 2) VINYL BULKHEAD. PURPC)SE OF INCREASING DISTANCE TO BOTTOM OF BASIN. / BE D6ED TO P aF LED \ w LY Q O �Ga ��TB b 4' I�` \. G. APPROXIMATELY 46LF OF EX15TINO TIMBER BULKHEAD(LES'E') APPROXIMATELY TT GY OF DREDGED SPOIL TO BE U5B7 A5 / �' SU1TH // L t'` \` / WOOD CATWALK �_ B- / EOIZ PROPO��ED WORK Q / A MSL(-5.3 t NA"h881 L`.;. N� - F- /i 4- TO BE REMOVED. BAGKIFILL. � // t� G Tb D Ed) 6. ' z?iie:' CL <;, NO REM-As' HA5 BEEN PROPOSED. .o s < Q Dc s SEE VIEW I ON DWG SP2: // o ]:. f'T Z f Q ✓�. / / \ - O \ ° 0 •�� INCLUDES THE FOLLOWING / \ x-4b 11J (� / 0 ti - �'` TB h3' V �fi �/ � MODIFIGAITON/INSTALLATION: BULKHD / `�C \\ -P �\G / ©•• ,;., ,� -�� �` HAUL OUT SLIP EXTENSION, �'4 W{� / �� a Z O V JETTY EL=4.l' + PROP05ED �� BULKHEAD REPLACEMENT, ""�" 'YJy��! LE6 E //j ..:RAIL �`qti,� o Z O )(� CV �� TB 6b' ` ��16 \, ' EXISTING BULKHEAD 'H' AND 5'WX-Il0' '�'�' '�"'� LINE / SYMBOL LEGEND: 7.2' TO LOGATE�? ` ,`9 w O O X g �j ��°°= ALTERATION TO EXI5TIN6 DOGK AREA LAYOUT CONCRETE BOAT LAUNCH, /// ' �o? �^, �, p X LL CV °� ® ���r FLOATING DOCK '6' TO BE REMOVED; PROPERTY LINE RAIL REPLACEMENT AND EXTENSION, LU 1- 0- , - O I P " ' `+�4fi EXISTING FINGER FLOATS 'A' THRU 'F' SHALL EXISTING FINGER DOCK5r WOOD WALKWAY # GATVVALK REPl�4GEMBIT, a i ti� MATTITUCK CREEK EXIST.TO PROPOSED SETT3AOK LINE (� KO ` �,� 1- v O .•..''. BE REPLACED WITH(b) 4'W x 24'L6 FINGER BE REMOVED: REPLACEMENT: FINGER DOCK EX1T�1510N d 6RAVEL/BROKEN /, ,� /// %�' r �� 0� L/� (� _ N CV •� t \�� A t4'xt2O' t4'xt24' E06E OF WETLANDS ASPHALT SURFACE RE-GRADING. o O� /, `'...RAIL �a Lr O Q� �� --1 LL c0 MEAN H16H WATER S' / cF FLOATS TO BE RELOGATED TO ATTACH TO r 'Q4 x.7.2' t11 T ® ✓ B 14 xtlb 14 xt24 _ _ _ _ 6p , O a BULKHEAD(ALONG TIE LINT=] • . + EDGE OF TIDAL MARSH : r , �/ KA2 +��� �\agj v� 4 v EXISTING FLOATING DOCK J (.5 WxIT2 LG) G 14 xtlb t4 xt24 EXIST. tlbb L6 BULKHEAD H AND 5 WxtllO �o / ` FLOATING DOCK '6' TO BE REMO . TO REMAIN (SEE BOXED NOTE FOR D t4xti6 t4xt24 EXISTING TO BE /. SP4 EX. v E t4'xtlb' 14'Xt24' REMOVED/RELOCATED ------------ , , �D' SOUTH PILE O PARTICULARS) EXI5TIN6 FINGER FLOATS A THRU r- SHALL ^^ �^ R I a') Z Z 14'xib' 14'xt24' O -1 n EXISTING WOOD FLOATING DOCK TO BE REMOVED: FENCE BE REPLACED WITH (b) 4'W x 24'LG FINGER 6 �� > X15TIN6 F- ��� Ex.wD 6 filo'L6(NO REPLACEMENT PROPOSED) EXISTING FLOATS TO BE RELOCATED TO ATTACH TO 5P4 i - PILE = N Q PILING, EXISTING WOOD BULKHEAD TO BE REMOVED: UTILITY POLE C(Q� CON/ - b '�- EXISTING FLOATING DOCK 'J' TO REMAIN,., FL ATIIN6 DOGK E C r � �J c Mbb L6(NO REPLACEMENT PROPOSED) EXISTING SITE KEY PLAN EXISTING WOOD FLOATING DOCK TO REMAIN, EX.SPOT EL. ' JETTY FL=4.3' ° x62 SEE BOXED OTE FOR PA^ RTIGIJLARS) ` J 1172 LG(FINGEP�DOCK GONNEGTiow .�.,�..�.� . ;0 BE REMOVED EXISTING PARTIAL SIT t Y PLAN QAC E PROPOSED r�� ' ' EX.WD BULKHD 1 WITH NOTED DEMOLITION AND GO NTouR b EX.4'xb'L6 %" y�� OREMOVED ti WITH,NOTED DEMOLITION AN JAN 1 1 2Q21 �q 1 SEE DWG SP2 �D) LIGHT P05rE NO. FINGER DOCK ^� PROPOSED WORK OVERLAY KEY FOR PROPOSED MONUMENT Q TO BE DETERMINED x62 PROPOSED TO BE REMOVED off,`% ;�' ��� 9 PROPOSED WORK. OVERLAY Southold Town +. SP2 WORK IN AREA HIS STAKE tETW GAS VALVE pd SPOT EL. AND REPLACED O �,� �� �,�,% Qti Board of Truste 's HYDRANT EXISTING TO REMAIN Hv W/ 4'x24'LG - ti (TBW WATER VALVE D4 WD FINGER DOCK ~� FLOW ARROW TO BE REMOVED MANHOLE!DOVER MH 10 5 O 10 20 :30 40 40 20 O 40 b0 120 160 ' 'i EXISTING WOOD 5'W x I12'LG GRAPHIC SCALE 6RAPHIC SCALE I' = 40'-0' QJ I" = 10'-0" FLOATING DOCK TREMAIN _ O of C aria 0: COMPAG DON NOS % (BEHIND PROPOSED BULKHEAD HALL). V- e- 7 _Y SGENERAL UD GRADE X _ <Y * %4W EXISTINGb.11 6RAVEL eUk • GRAVEL OVER J I.IN ORDER FOR THE PAVEMTNT TO BE DURABLE,THE 60 GRADE MUST BE PROPERLY % f • EXIST.GIRAVEL/SPOKEN ASPHALT i BROKEN A5PHALT • PREPARED. THE CONTRACTOR SHALL PPI30APE THE 511113 GRADE IN ACCORDANCE WITH COVER TO BE RETURNED TO 50 THESE 5PECIFICATION5,15N6 THE NECESSARY MEANS AND MATERIALS TO PROVIDE THE < j AT A EXISTING -.1 1 ?..' % :.. ,ll.�.lls*­ : U ::. -.• .,.. - ". - _Y SPECIFIED RESULTS. NOTHING IN THE FOLLOWING SITUATIONS CAN BE FORESEEN. P -:,.. , .0 . . ' RAVEL OVER . , 'r :..**..*' - 1. - .. e.�...•-4.-.1" -5TORA6E AREA AFTER Cown *.-. * '. ... oe TION o . .. W. .%.. :. PAIL BROKEN ASPHALT W -e-4. THEREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE CONTRACTOR OF THE OF CONSTRUCTION GRADE TO MEET _Y 4' :, %-- •, •:::� .... �,.•­•••.-- .% •.. 5,AND IN THE END,To • • NEW •BULK14EAD CAP,BOAT LAUNCH RESPONSIBILITY TO NOTIFY T14E ENSINEER OF SPECIAL PRO13LEW • PROVIDE A 5OUIND SUB SRADE. v ...**. a I.., , - 0. .1_t" PROPOSED . 1 ' PLATFORM AND WOOD WALKWAY A S- Of 7 • d1f 2.USING SOIL TEST DATA CONCRETE • -6 *7 AAT ITS OPTION,THE ENGINEER MAY PROVIDE 501L TEST INFORMATION TO THE _Y% % r% ON OF THE 90 IN Nr CONTRACTOR. IF PROVIDED,THE DATA WILL INCLUDE CLASSIFICATI IL -4 • • 61 r. W STEEL PAD • ACCORDANCE WITH THE UNIFIED 501L CLAS51FIGATIONSYSTEM(AS 24 TM 0 67 THE TIDAL FAR5H LINE 'E OF THE DATA MLL BE INTERPRETED BY THE ENGINEER. AREA: 4515 SOFT. Z,. . . . . "k, T SIGNIFICANG 4 (VEGETATION) DESIGNATED AS HIGHLY EXPANSIVE(61411,MHO,AND OH)MAY REQUIRE B.SOILS DE 0 IRE LIME -TB b D Al IZV • BULKHEAD STABILIZATION AND/OP 5ELE:�TIVE REPLACEMENT WITH SUITABLE SOILS. SUCH SPECIAL <0 • TREATMENTS WILL BE DETAILED IN THE SITE DIE?DOCUMENTS IF TIE C405T 15 TO BE % To _1/ REPLACEMENT NOTE: % PROP05ED BULKHEAD INCLUDED IN THE CONTRACTORS BASE BID. G.50IL5 DE5116NATED A6 H16HLY ORGANIC(OH,OLE),AND PT)MAY REQUIRE SELECTIVE % T- - - , r,*"" - • TO BE VINYL SHEET PILING, REPLACEMENT WITH SUITABLE SOILS. THE NEED FOR AND THE EXTENT OF THIS IF SHOREeUARP 625 CL ob :J* M APPROX INSTALLATION: tl2q L.F� TREATMENT WILL BE DETAILED IN THE SITE DO0114ENTS IF THE DOST 15 TO BE INCLUDED 0�¢// ;/I���0/ \ \ /��T :b SEE 01465 5P4 FOR DE-51M AND BULKHO IN THE CONTRACTOR5 FA5E 510. T Lj WIDTH D.THE CONTRACTOR SHALL INSPECT THE SUB GRADE AND NOTIFY THE ENGINEER OF ANY 43 / / `0 00 NORTH INSTALLATION REQUIREMENTS CONDITIONS REQUIRING SPECIAL CONSIDERATION NOT ADDRESSED IN THE SITE BID . SO.7 .. ., . . ... RAILoiC .4 - . F.- *4 DOCUMENTS. THE EXTRA COST OF UNANTICIPATED RIE114OVAL ILL BE BA /0 .6 •:*;I• . ... - .. DOCJJI H SED ON THE UNIT r COSTS PROVIDED WITH THE BASE BID. SULKFV W_ THE C05T OF UNANTICIPATED LIME STABILIZATION TREATMENT WILL BE NEGOTIATED. V •i4b'VINYL BULK-00 I-E6 G LEG t21' VINYL BULKHEAD LE6'A'TO REPLACE OR OTHER SPECIAL TRE A. TO REPLACE EXISTING 14VIL6 EXISTING 121TIMBER BULKHEAD IN PLACE TIMBER BULKHEAD IN PLACE o SUB 6RADE PREPARATION REMAINDER X15T. • ±15'VIM BULKHEAD LECS 'Al'TO REPLACE I.THE CONTRACTOR 514ALL PEMOVE ALL VEGETATION,SURPLUS SOIL,DEMOLITION RUBBLE, CTj BULKHEAD LEO • • EXISTING 118' TIMBER BULKHEAD IN PLACE -H AND OTHER UNDESIRABLE MATERIALS. SUCH MATERIALS SHALL BE PROMPTLY HAULED SLIP • FROM THE SITE AND DISP05EP OF IN ACCORDANCE HT14 GOVERNING,LAWS AND CODES. 21 ©SLIP IT J.. 113'VINYL BULKHEAD LEG'B'TO REPLA(E EX15TIN5 THE CONTRACTOR SHALL SHAPE THE 5UII3 GRADE IN ACCORDANCE WITH THE GRADING EX15TIN6 114'TIMBER BULKHEAD IN PLACE. \0 PILE PLAN,TAKING INTO A(GOUNT THE THICKNESS OF THE PAVING SYSTEM. THE TOLERANCE + p / • V_ LOCATION 5 OF TH15 ROUGH GRAD IN5 SHALL BE N THIN 1/2' H16H TO I'LOW. DURINGDURINGTH15 RE END MEETS LEG'All a ExISTIATION. OPERATION THE CONTRACTOR SHALL NOTE ANY SOFT AREAS THAT BECOME APPARENT / / 1�� / / L 'y / AFTER TRAFFIC BY CONSTRUCTION EQUIPMENT AND LOADED TRUC . 9"SOFT AREAS 46 95 AN EXISTING SHALL BE REPORTED TO THE ENGINEER FOR DETERMINING THE METHOD OF TREA / / / PROPOSED 12'WX ±5b'L(5 HIP CATWALK < BUO /> REQUIRED,IF ANY. TMENT AND HANDRAIL IN R-AGE OF EX15TING Gs BOAT HAUL OUT SLIP AND LEG 2.MAINTAINING DRY SITE CONDITIONS:CONDITIONS:' t2"x ±40`11_6 NO CATWALK AND TO BE KIDENEO 8.0 HANDRAIL TO REMOVED. ;5�� DURING PREPARATION OF THE SUE,GRACE AND UNTIL THE PAVIN(9 15 IN PLACE,THE CONTRACTOR SHALL PROMPTLY TAKE REASONABLE MEASURES TO OBTAIN AND TO • —,57 UTILIZE EXISTING PILE AND GIRDER + EXTENDED 10.0'IN LB46TH oe, MAINTAIN A DRY 51TE CONDITION.SUCH MEA5Ul`;ZE5 SHALL INCLUDE PUMPING OF FREE oil SURFACE HATER,"NOR HAND AND/OR MACHINE SHAPING TO FACILITATE HATER -T5 FOUNDATION 5 REMOVAL,AND OTHER OPERATIONS TO SPEED DRYING. 0 3.NATIVE 501L COMPACTION:oy COHESIVE AND COHESIONLESS NATIVE SOIL SHALL BE COMPACTED TO q5%AND 100%OF THE PROP05M OPTIMUM DEN51TY,RE5F1-7LTIVELY,PRIOR TO PLACEMENT OF FILL. / \ ��`,� ��p1 <)RELOCATED 4.FILL SELECTI ON AND COMPACTION: PROP. PILE LOC. THE M05T 605T EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL 13E USED, Q�) d-) 6 THAL MATTITUCK CREEK -5ANO-6RAVELMIX OSTO 3%FINES(0.02 MM AND CBR>11), -GRAVELY SOIL(3 TO 6%FINES(OD2 MM AND CEIR>&), PROPOSED MEAN IZ/ HIGH HATER -SANDY SOILS(S TO b% FINES(0.0:2 MM ME)C43R>b), >L/ N, RELOCATED LINE) -SILTY GRAVELY SOILS(b TO 10%FINES(0.02 MM AND CBR>b), PILE LOG'0 6 BULKHEAD (ALON6 TIE PROPOSED I -SILTY SANDY SOILS(b TO 15%FINES<0.02 MM AND GeR>8), FOUNDATION EX15TI1,10 CLAYEY GRAVEL 5011_5(OVER 20%FINES(0.02 MM AND CBR>5), • 12'0 CGA TIMBER FILE40 PILE 4XI2 CCA GIRDERS(TYPICAL) -CLAYEY SANDY 501L(OVER 20%FINES<0.02 MM AND CBR>5), / / \ 5.THE ENGINEER RESERVES THE RIGHT TO HAVE SOIL TESTS PERFORMED TO CONFIRM THE PROPOSED SUITABILITY OF ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD AND COMPACT FOR PROPOSED NORK, HAIJI_ OUT SLIP EXTENSION THE FILL MATERIAL IN 6 INCH MAXIMUM LIFTS. EAGH LIFT SHALL BE COMPACTED TO q5% FLOATING INSTALLATION DETAILS AND REQUIREMENTS SEE: PROPOSED FLOATING FOP,DE-516N AND INSTALLATION OF THE OPTIMUM DENSITY. GOMPALTION SHALL 13E ACZAOMPL15HED AT NO LESS THAN FINGER DOCKS TO REPLACE EXISTING DOCK REGIUIREMENT5 SEE DH6SP3 HAUL OUT 5LAP EXTEK51ON FOUNI)ATION PLAN 5P3, OPTIMUM MOISTURE CONTENT UP TO 2%WETTER OPTIMUM DENSITY AND OPTIMUM • PROPOSED O.ALENGTH OF PROPOSED SHALL BE 24.0' oo BULKHEAD FOUNDATION AND ANCHORING PLAN 5P5, M015TURE CONTENT 5HAL1_ BE AS DETERMINED BY ASTM 01557. NO RUBBLE.TRASH.. • RELOCATE EXISTING PILES AT END OF EACH FINGER All CONCRETE BOAT LAUNCH 5pb, BOULDERS.OR OTHER IlVaS WILL BE ALLOWED AS FILL MATERIAL IN ANY U5A6E. • DOCK AS SHOWN WOOD CATWALK /CATWALK 15P3 6.FOR UNSTABLE SOILS HITH LE55 THAN 250 P5F COHESION OR ULTIMATE BEARINGCAPACITY OF LE55 THAN 500 PSF,6EOTEXTILE FABRI66HALL 13E INSTALLED IN ALL PROPOSED CATHALK AND HAUL WOOD WALKWAY CON5TRU16TION 5F3 UTILITY AND PIPING TREWHE5 AND TANKHOLE5 TO REDUCE MIGRATION OF FINE-GRAINED GRAVEL/BROKEN ASPHALT SURFACE RE-GRADING. 5P(b OUT SLIP RAIL EXTENSION SOIL AND SEPARATE PIS'SIMILAR FILL MATERIALS.THE 6EOTEXTILE MATERIAL SHALL V_ 9 INSTALL CATWALK RAILING AS SHOWN OVERLAP ADJACENT 6EOTEXTILE MATERIAL BY A MINIMUM OF 12' A5 NECESSARY TO V ()� 0 SEE 5P3 FOR DESIGN AND INSTALLATION COVER THE INTENDED AREA 6EOTEXTILE FABRIC SHALL BE 6TF130EX,TYPAP 3401, n x REQUIREMENTS 67150EX,OR TYPAR 3601 AS MARKETED BY EXXON CHEMICAL AT I-WO-54-EXXON. < o FLOATING -�,/ q 0 1.BACKFILLING TANKHOLES,ETC.: DOCK E X, TYPICAL OF KORTH AND SOUTH RAILS X LL 0 BACKFILL FOR ANY EXIST1l`Ir7 TANKWLES SHALL MEET THE REQUIREMENTS OF THIS SECTION.C 0 Ci LU FLOATING FINGER DOCK 0 LIKEWISE,BACKFILL FOP,OTHER HOLES LEFT BY REMOVAL OF SHIMMIING POOLS, DA51EI-IERT5,ETC.SHALL COMPLY WITH TH15 5EGTION ALSO. 0 REPLACEMENT NOTE: 8.BACKFILLING TRENCHES: • PARTIAL SITE PLAN PROPOSED WORK EXISTING,FLOATING FINGER DOCKS TO BE BACKFILL FOR UTILITY TREND-E5 SHALL BE WELL-GRAD®,CLEAN,FRE5HHATER SAND, 0 REPLACED(TYPICAL OF 6) ;D FREE OF SILT AND CLAY PARTICLES.BACKFILLING SHALL OCCUR IMMEDIATELY AFTER • PROPOSED REPLACEMENT FLOATING FINGER TO z THE LINE OR CONDUIT 15 IN PLACE TO PRECLUDE GAVIM OF THE TRENCH SIDES. PRIOR < MEET EXISTING FLOATING DOCK 'J rww I =: TO INSTALLATION OF THE LINE OR CONDUIT,A 4 INCH CUSHION OF SAND SHALL BE A-, • PROVIDE NEW 10',P CCA NO PILES AS REOV q 10 5 0 10 20 30 40 50 60 PROVIDED. 10 -6 +/ GRAFHIG SCALE -0 q.AREAS OUTSIDE THE PAVING BE FILLED AND COMPACTED AS NE E95ARY WITH '0 501L COMPL-r1N6 WITH TH15 SECTION.EXCEPT THE TOP b INCHES SHALL BE NATIVE TOP501L SUITABLE FOR ORA-56. AREAS REQUIRING CUT SHALL ALSO BE PROVIDED 1�`, Q NTH 6 INCHES OF NATIVE TOP501L FOR GRASS. FIN514 GRADE FOR THESE AREAS @ FLOATING SHALL BE I INCH BELOW TOP OF CURB. AREAS SHALL BE SLOPED TO DRAIN AT A 914 All DK EXISTING MAXIMUM OF 4:1 UNLE55 OTHERK15E INDICATED ON THE 51TE OR GRADING PLAN. 10.COMPACTION TESTING; 4 GRAVEL OVER .4 AN INDEPENDENT TESTING LABORATORY TO PIERFORMI 0)A BROKEN ASPHALT THE ENGINEER WILL ENGAGE �4 > STANDARD PROCTOR TEST(A5TM D1551)ON TIE FILL MATERIAL(OR NATIVE 501L / PROCTOR TEST(ASTM D1551)ON THE FILL MATERIAL(OR NATIVE SOIL IF No FILL 15 GRAVEL 5URFA6E NOTE: USED) AT LEAST 1:2 HOURS BEFORE THE CONTRACTOR INITIATES COMPACTION AND(2) /j, C?- `171 A, A EXIST.GRAVEL /BROKEN ASPHALT A NUCLEAR DENSITY GAUGE(A5TM 02`422 AND ASTM D3011)OR SAND CONE(A5TM • '0, '4 COVER TO BE EXCAVATED TO THE TH b7 01556) TEST AT A MINIt,UM OF THREE RANDOMLY SELECTED LOCCATIONS,TO MEASURE -I !I--% J0EXTENT SHOWN HEREIN TO ALLOW BN 2.! pRdT14E DEGREE OF COMPA(TION OF THE SURFACE SLISGRADE, IF THE RE5ULT5 FROM TH15 1 >\ FOP,EXISTING BULKHEAD TEST FOR THE FILL OR NATIVE SOIL DO NOT MEET OR EXCEED THE DEGREE OF 6" c 04, REMOVAL,PROP05ED BULKHEAD COMPACTION SPECIFIED IN THIS SECTION,THE 605T OF TESTING WILL IBE DEDUCTED /0 11/1 G4 AND BRAT LAUNCH INSTALLATION Vk FROM THE CONTRAGT A MOUNT,AND THE TESTING(2)WILL BE REPEATED. EMIWER- STORE REMOVED 901L AND COVER 1001 Ill.THE CONTRACTOR MUST RB-IOVE THE EXISTING SANITARY 5Y5TEM IN ACCORDANCE WITH OF .0,\ THE STANDARDS OF THE S.C.D.H.S. CONTRACTOR 15 RESPONSIBLE FOR ALL FOR FUTURE USE SAVOStD (SEE STOCKPILE DETAILS) INSPECTIONS AND 516N-OFF OF SAME. FLOATING rl y i_ — PL MAR 12. L, 0 0 DOCK P%flON? 12.CONTRACTOR 15 RESPOW,11BLE FOR HAVING THE PROPANE TANK PUMPED OUT AND (VEGE'l CERTIFIED A6 EMPTY PRIOR TO RELOCATION. 'PpA / °��7- EXISTING GRAVEL OVER q) -1 ly ILL `�+ QOM / `0 a< BULKHEAD REMOVA4- NOTE.- \ - BROKEN ASPHALT NORTH BULKED©RAIL , EXISTING BULKHEAD TAGGED :OR Iq (-) LEIS ZcP REMOVAL SHALL BE REPLACED WITH Y/ 5HORE5AR0 56b50 VINYL BULKHEAD CD IN KIND,IN LOCATION PROVIDED ON / 10 v -/V�, 8UL1<HV T.0 B. PROPOSED WORK LAN P S1 <-,+ (T LEC, L APPROX REMOVAL: 1129 LFJ / / N ti JK DO SLIP _EFFIRJEY T. BUTLER, F.E. No OENERAL NOTES 1r, 1�0MM/ FLOATING L) N"o N 1. DRAWINGS ARE NOT TO RE SCALED;DIMENSIONS TO GOVERN. PROJECT GOOMNATOR 0 DOCK BULKH0 ') SHAW LL BE NOTIFIED OF ANY DISCREPANCIES. LE6 50 2. SPECIAL CAPE SHALL BE TAKEN TO ASSURE MINIMUM DISRUPTION OF ALL OC49FIED K 0 < 'FAIL PREMISES,EX15TIM IMTNOVEMENT5 AND UTILITIES. fy_ 3. GENERAL CONTRACTOR C44ALL PROTECT THE SAFETY OF THE GENERAL PUBLIC BY C) 01, X-1 X r r _%Y�ore, LU I;D 57, ERECTING ALL REWIRED BARRICADES TO PERMIT SAFE PASSAGE DUq;ZlN6 lb CONSTRUCTION. Ilk" 3- y 0 > k < V_ 1�� �rw THOU W7 L < A\, SLIP L 4. NO MATERIAL 5UE35TITUTION SHALL BE MADE WITHOUT FIRST INFORMING THE ENGINEER SLIP L 1P A%\,t7 " - ok 10 4_3 %eMIT 91,119911TUTE MATERIAL SPECIFICATIONS AND 5AMPLE FOR APPROVAL,IN LENGTH :--� I" ::::, 10 "I \ WRITING TO THE ENGINIITHER PRIOR TO COMMENC84ENT OF WORK. M l9 .p 11% a _j 0� I-- t 4�1 1 5. ALL MATERIALS ARE TO BE NEW AS SPECIFIED PEP,CONSTRUCTION > DOCUMENTS. ANY z IV1 USED FIXTURES OR U5FD MATERIALS ARE NOT ACCEPTABLE EXCEPT AS NOTED. CATWALK "*-. �� V C) c) \FAII EXISTING 6. GENERAL CONTRACTOR SHALL COORDINATE 1415 WORK WITH T14E WORK OF ALL OTHER ;z < I SOUTH OL BULKHO CONTRACTORS,AND 54 TE MANAGE1`­1ENT. LU < Ir- LE6 1. ALL MATERIALS WILL 13E IN!5PECTED AND ALL DEFECTS AND IRREGULARITIES IN ill.2%4 x t461 N R P ��55V U AIL Z HAUL OUT SLIP H A 7.0 B CLEAR OPENING tlq.21 MATERIALS AND COLOR MATCHES OR OTHER SPECIAL SITUATIONS WHICH REQUIRE LLT 6 < Y6 5' EX15TIN6 PILE 'RAIL FLOATIN9 TO BE MODIFIED TO ADDITIONAL CON51DEFATION SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT COORDINATOR FOR APPROVAL PRIOR TO INSTALLATION. BULKED x-7 2' TO BE RELOCATED �5_ z DOCK ;P CREATE A 1Iq.&T4 x t5bLG z LU V_ n X LES HAUL OUT SLIP WITH A b.ALL MANUFAGRRERS INSTRU(TION5 SHALL BE FOLLOWED COMPLETELY. Iv Lu > < q.REMOVE ALL DEBRIS AT END OF EACH WORK DAY IN ORDER TO ASSURE A CLEAN AND z Ir CLEAR OPENING OF 114.6 / hs o o R IL "It- WELL KEPT ENVIROWENT. X11- MATTITUCK 10.ALL WORK SHALL BE 60A RANTEED FOR A PERIOD OF OF ONE YEAR UNLESS OTHERWISE HAOL OUT 5LIP PIT MODIFICATION NOTE: PH E 0 'TORS SHALL SUBMIT THIS 6UARANTEE IN WRITING WITH REQUEST NOTED.ALL CONTRACTORS C) EXISTING COMPONENTS SHALL REMAIN,U.O.N. CREEK a- < 1,S) '1&-k FOR FINAL PAYMENT. SED FOP,REMOVED SHALL BE <) A THOSE TA5C MEAN 1-1160 HATER F V U_ d) FOR PROP05M HXK REPLAiSED IN KIND AS NOTED 11 SEE VIEW I ON DWG SP,2: 0 BULK-HEAD Q) 0 o' G c, �p \, ON PROPOSED WORK PLAN,(VIEW 1,VH5 5P2) (ALONG TIE LINE) 0- www.dignetnycli.com INCLUDES THE FOLLOWING :211 (115.PILES,RAIL,HOOD WALKWAY) or yGc / MODIFICATION I INSTALL _WN . .. `6 www.ca118111.com� RAIL of�n cif 1181 I.com x1 2' z 0 '11615,81, ther states) HAUL OUT SLIP EXTENSION, EXISTING Lr) z BULKHEAD REPLACEMENT, > EXISTING PILE -0 FILE 0 CONCRETE BOAT LAUNCH, ?kz (500-272-4480 1811 C) < q < (N 0 WOOD CATWALK AND RAIL TO BE RELOCATED C) o� 0 00� / EXTENSION, EX15TINC,\/ WOOD WALKWAY RO GATKALK PILE By law,excavators and contractors working in For safety reasons,homeowniers are strongly \ �} `: \ REPLACEMENT, the five boroughs of New York City and Nassau encouraged to call as well when planning any and Suffolk Counties on Long Island must type of digging on their property. FINGER DOCK EXTENSION AND EX.FLT67 6 contact Di Net,1-800-272-4480 or 811,at least Homeowners can contact us directly at PAGE: GRAVEL/BROKEN ASPHALT n(5 DOCK EXISTING CONDITION PARTIAL SITE PLAN 48 hours but no more than 10 working days 1-800-272-4460 or by calling 811,the SURFACE RE-6RADIN6. EX FLT(9 4 + .1, excluding weekends and legal holidays)prior national call before you dig number.For \% DOCK to beginning any mech-inized digging or excavation work completech on personal ".1 0 lo, EX PROPOSED DEMOLITION excavation work to ensure-underground lines property,it is the cont;ractor's C) WOOD are marked.Excavators and contractors can responsibility--NOT the honneownei's--to / ii, � � ,� � )i � / d P h9 BLKHD also submit locate requests online,through contact DigNet.Having utilit)y lines marked ]TIC.If you do not currently use ITIC,please prior to digging is free of charge. 10 5 0 10 20 30 40 7, GRAPHIC SCALE 1" 10'-0' F call 11-800-524-7603 for more information. 1117.77773 SP2 iII JAN Southold Town Board of Trustees t. BULIL KHD PE NOTE5: LE6 L PILES- INSTALL IN ACCORDANCE WITH A5TM 0.25• STANDARDS: AUHL OUT SLIP PILES TO BE SOUTHERN YELLOW PINE PRE55LIRE TREATED CGA 150 PROPOSED S.S. PLATE CONNECTION RETENTION TIMBER PILES WITH 12"BUTT. NO PILE 15 TO BE PLACED FURTHER THAN 425' Q EXI5TIN6 PROPOSED 12"x 10'x 0.315"THK PLATE /e WELD(FULL PENETRATION AT ENTIRE PERIMETER FROM EACH OTHER. BLKHD TO REM GONSTRUGTION s BULKHEAD PILE-5 TO BE SOUTHERN YELLOW PINE PRESSURE TREATED GGA ISO � LOCATED 6 GONNEGTING POINT OF PROP./EXIST.WF ' Q PILE RETENTION TIMBER PILE5 WITH 10'BUTT AND 18'LONG. NO PILE 15 TO BE PLACED PROPOSED VINYL BULKHEAD � BEAM FLANGES(INSTALL ON VERTICAL PLANE TIMBER WHALE AND FOLLOWER AND z SP4 BOAT PIT t GREEK SIDE,TYP OF 2 PLACES FURTHER THAN 6'FROM EACH OTHER ¢ 10"m GGA PILES. §�_ I BOAT LAUNCH PILES TO BE SOUTHERN YELLOW PINE PRE55ME TREATED GGA 150 BULKHD PROVIDE 0 � FOR DESIGN,IN57ALLATION AND ELEV-VERT. WF BEAM TO PILE CONNECTION PROVIDE RETENTION TIMBER PILES WITH 10'BUTT. NO PILE IS TO BE PLACED FURTHER THAN II' Q' © LE6 5UPPLEMENTAL HARDWARE 6 : FROM EACH OTHER U5E. I - /4 0 x12 L6 GALV.LAG BOLT W/WASHER,I BOLT 2-3x10 GGA TIMBER 61RDER5(CATWALK FND) 0 � MATERIAL REGBJIREMENTS SEE qW6 SP5 r CONN.PLT a �� • Q� oQo �v USE: I -3/'m x12•LG GALV.LAG BOLT W/ I • THI5 CASE,INSTALL THRU PROPOSED PLATE, MOUNTED TO TIMBER PILE BELOW 2. ALL WORK TO CONFORM To COASTAL CONSTRUCTION MANUAL FEMA 55.THIRD ADDITION. Q� �Q• WASHER,I BOLT/INTERSECTION O PROP05ED WF BEAM TO PROP05ED PILE 2-4x12 GGA TIMBER 61RDER(RAIL FND). 3.PILE-5 ARE TO BE INSTALLED UNDER THE SUPERVISION OF A LICENSED PROFESSIONAL Q� INSTALL TWU PROPOSED PLATE, TYPICAL CASE,INSTALL THRU PROPOSED WF EfEAM TO PROPOSED CATWALK GIRDER TO BE EN61NEER WHO WILL BE RESPONSIBLE FOR MAINTAINING PILE LOSS. ALL PALES ARE TO BE BLKHD TYPIGAL PILE FOR EXISTING WF TO EXISTING PILE PROPOSED PILE INSTALLED AT SAME ELEV.AS EXISTING INSTALLED A MINIMUM OF 10'BELOW MEAN SEA LEVEL AND DRIVEN TO A 15 TON MINIMUM CATWALK FOUNDATION. LOAD CAPACITY N.O.W AND CERTIFIED BY A LICENSED EN61NEEK ALL BEARING PILE CATWALK SUPPORT SYSTEM CAPACITIES ARE TO BE MEASURED BY THE 'ENGINEERING NEWS' FORMULA. THE PROVIDE DOUBLE PAIRED ��-b■ t1'-6' 61RDER CONNECTION PILE - - PROFESSIONAL ENGINEER 15 TO PROVIDE CERTIFIED PILE L066 AND CERTIFICATION OF 1�5i /I I ' PILE BEARING,CAPACITY TO THE ARCHITECT OR DE516N ENGINEER UPON COMPLETION OF SEE PILE TRIM DETAIL O _ .� III ® 2 PILE INSTALLATION. ALL DECK PILES ARE TO BE INSTALLED A MINIMUM OF 10'BELOW (VIEW 4,THIS DWG) Q O . I \ / \ / I \ • I \ • I' TT ••I \. • I' . / I' LX � MEAN SEAARE O PROPOSED HAND RAIL(ABOVE) AS SHOWN L— I EX. WF BEAM ( PROP..If BEAM. l t r r. 4. PILES T BE GUT OFF AT DESIGN HEIGHT AFTER INSTALLATION. WF36x135 . PROVIDE TIRE STOP - -- - 4 Q / WF36x135 I , I ,� ' . II .� ' .I� �I . t—p 4 5.ALL PILING HANDLING SETTING AND INSTALLATION SHALL CONFORM TO THE NYS.GO N - - -� - -- - - -- ---- -- -- - -- - 3 m ® III (50UTH RAID 1 \ _ iy (SOUTH RAIL ' . SEE NOTE VIEW I, ' - ' V m REQUIREMENT5. DAMAGED PILES SHALL BE REPAIRED OR REMOVED A5 PER PROP. BULK HP FOLLOWER / / PROP _IJ I� \ / I I I`I I'I . I`•I THIS DW6 (I• O INSTRUCTIONS OF THE DE516N ENGINEER., ry - WOOD I I - _ _ ct HOOP26 Q v _ 1 b.PILES SHALL BE DRIVEN TO WITHIN I'OF THE P S16N LOCATIONS. PILES OUT OF N cOv LK D l SP4 iv O I ( \ 1 ' . I\ . I I• / V TOLERANCE SHALL REQUIRE REMEDIAL ACTION AS PER THE OE516N ENGINEER. PR P.VI YL LKHE D /� PILE 1 I I I CATWALK I I I ;I 5 ~ — _ o 1.LOCATION OF PILE FOUNDATION OR PROPERTY 15 NOT THE RESPONSIBILITY OF THE DE516N N AM TED 2'-B° P OSE ;-; m 3B� OTHERS AOR TO GONSTRUGTION D PILE LOCATIONS TO BE LOCATED AND STAJCED BY /. PRQP. BULKN ' WHALE BLW RAIL/ — o u tri WD CATWALK, t40 LG,. M CATWALK tlb'LG,. I I ( SP4 ~ 8.61RDER5: :1 BLKHD\ . � (BLKHD'1 . / , ; 1, 4` V' , Q I I I _ _ ALL HAUL OUT SLIP TIMBER 61RDER5 SHALL BE 4x12 GGA TREAT®FOR WATER G PROPOSED HANDRAIL I I I I � •'�HANDRAILI I I I 1 I I RAIL(ABOVE) 4 • CONTACT USE A5 PER AW'A STANDARDS. —• : � ., ,`, — I. •I PILE I 1 4 111 N L 'I ' I • I ¢ S (ABOVE)A5 51101^�I (ABOVE)A5 SFIOWI AS SHOWN t' ALL CATWALK TIMBER GIRDERS SHALL BE 3X10 GGA TREATED FOR WATER CONTACT --L--1--J--1--1--J-- ---- -- - -- 1--L--1--1--L-J- WP BEA RE TOP - - - - - - --- -- - -- -- ---- -- - 2A . • , O - -- - -- -- ---- -- ---- -- - - -- - --- -- ---- -- - - - --- -- - -- -- ---- -- - -' - USE AS PER AWA STAtl7ARD5. PROP M' PROVIDE TI 5i Q r WF36x135 �' : �I:I I'I . : SEE•NOTE VIES{1, ' � 1 X m Q.PILE NOTCHING NOT TO EXCEED 5095 OF THE PILE GR055 SECTIONAL AREA. +� 10. SHINNING OF GIRDERS WITH SHIMS LARGER THAN 'SHALL NOT BE ALLOWED. •I %I v i' : II ; •�' NOR RAIL,) ./i, .(• THIS DWG. I. �l `• . - TYPICAL PILE FOR y4 3 11.ALL PILE AND DECK HARDWARE SHALL BE HOT DIPPED 6ALVANIZED,U.O.N.IN \ : I : / \ . : . : \ /: . : . : : : •: : : \ . ) . ./ ; • : : • [ / , SP4 CATWALK SUPPORT 5Y5TEM SHALL 13E REPAIRED TO THE USE DOUBLE PAIRED GIRDER CONNECTION PILE SATISFACTION OF THE RESIDENT ARCHITECT ALL KITH ASTM A153. ANY DAMAGED STEEL CONNECTORS BE GRADE 2 PROPOSED 5.5. PLATE ( PROVIDE SUPPLEMENTAL FOUNDATION FOR OR EQUAL. PROPOSED PPOP05ED TYPICAL PROPOSED CATWALK 056'LENGTH) WHERE • 32' x 30.5"x 0.315'THK PLATE-QTY I 12.USE STAINLE-55 STEEL HARDWARE AS NOTED. WF BEAM TO PILE GONNEGTION -9/j,' REMAINING PILE AND GIRDER FOUNDATION 13.ALL BOLTS AND WA5HE•R5 FOR PILES TO BE 3/4 HOT DIPPED GALVANIZED OR STAINLESS TYPICAL PILE FOR WOOD WALKWAY CATWALK WELD(RJLL PENETRATION)FULL PERIMETER I DOES NOT EXIST. i RAIL SUPPORT 5Y5TEM ONLY I I I ( USE: I -W4 x 12' L6 6ALV.LAG BOLT W/WASHER LOCATED 6 HORIZONTAL CONNECTION POINT: STEEL WA5HER5 TO BE IN5TALLED ON BOTH HEAD AND THREAD ENDS. • PROVIDE 51NOLE PAIRED GIRDER CONNECTION PILE 2-4x12 GGA TIMBER GIRDER,NORTH I BOLT/INTERSECTION •• PROP./EXIST.WF BEAM WE55(5KYWARD SIDE) SEE PILE TRIM DTL(VIEW 4,THIS DWS) 14.BOLT LOCATIONS FOR ALL GIRDERS SHALL HAVE AN END DISTANCE OF 4 BOLT MINIMUM • SEE PILE TRIM DTL MEW 5,THI5 DW6) 2G RAIL FND MOUNTED TO TIMBER PILE THIS CASE,INSTALL THRU PROPOSED WF BEAM DIAMETERS. EACH EDGE DISTANCE SHALL NOT EXCEED 4 BOLT DIAMETERS AT THE TOP SP4 (LOG ABOVE CATWALK GIRDER) I TO PROPOSED PILE 4 4 4 PROPOSED 156'TO X,Y CRI61N 1 OF THE 61RDER AND V2 BOLT DIAMETERS AT THE BOTTOM OF THE GIRDER. PARTIAL PLAN - WF CONNECTION K� L M N PROP05ED 156' P WIDE FLANGE CONNECTION,EXISTING TO PROPOSED RAIL (50UTH RAIL) TO X,Y ORI61N 50ALE:V 2 PARTIAL PLAN - WF CONNECTION PROP05ED NORTH RAIL GENERAL NOTES: I.FOR PILE NOTES,SEE THI5 DWG. NOTES- SCALE E: " = I'-0' 2.FOR GONNEGTION AND MATERIAL NOTES,SEE THIS DW6. `J � m CONNECTION NOTES: I. PILE GONNECTION5: PO of PJG�'YOI K Cid( 800-272-��80 811 4x12 GGA RAIL GIRDERS TO PILE WITH (2) 3/4'x16" GALV. THRU BOLTS AND WASHERS. � AD EXI,✓TIN6 p Mil N Y�Not & LONG IS�A�Jb 3x10 GGA CATWALK CANTILEVER GIRDERS TO PILE WITH (2) /4 xt4 6ALY. THRU BOLTS AND WASHERS. O To j rj r j www.dignetnfor oom orates) ll811.com 2• SEE WOOD CATWALK/WALKWAY DETAIL FOR REQUIRED HARDWARE. RFMgI�� -_ v I (for other states) 3. ALL CONNECTING HARDWARE TO BE GALVANIZED,U.O.N. 2' (REF) By law,excavators and contractors working in the five For safety reasons,homeowners are strongly 4. ALL SIMPSON HARDWARE AND CONNECTORS TO BE STAINLE55 5TEEL. boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type PROPOSED f T 1 m O v Counties on Long Island must contact DigNet, of digging on their property.Homeowners can �L� 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling REMOVED FROM VIEW FOR PURPOSES OF CLARITY: VINYL BULKHEAD: _. . 10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For NOTE- PROP0587 2'WIDE WOOD WALKWAY/WOOD CATWALK SEE DWG 5175 FOR LAYOUT AND prior to beginning any mechanized digging or excavation excavation work completed on personal property, • PROP05M RAIL PILES ARE LOCATED FOR} ' AND THEIR FOUNDATIONS (NORTH RAIL SIDE) INSTALLATION REQUIREMENTS \ / \ / X work to ensure underground lines are marked.Excavators it is the contractor's responsibility—NOT the CLEARANCE SPACE BETWEEN PILE EDGE AND • SEE NOTED DETAILS/SECTIONS FOR ADDITIONAL BLKHEAD LU and contractors can also submit locate requests online, homeowner's—to contact DigNet.Having utility PROPOSED EIU KNEAD WHALE PILE(TYP) O through ITIC.If you do not currently use ITIC,please call lines marked prior to digging is free of charge. INFORMATION BULKHEAD M O 1-800-524-7603 for more information. O LEG / /\ f�•�l O A B C D E F G H J K L M N P �. � / \ ..• . •;': . •.. ,:• / \ =�1 [—� �" � � 156' N = �o� — .. • .: — I/-' � N 10 PROPOSED WOOD WALKWAY/CATWALK ( I I I I I I I I ��I� HA5 BEEN OMITTED FOR CLARITY I'-6314 4'-II/.}" 4'-0/q' 4'-V4' 4'-IV4 4'-V'4 4'-lV 4'-V4' 4'-V4' 4'-Vj 4'-V'4 4'-14' 4' 4'-0' 0' ¢ O SEE DTL 5,DWG SP4 FOR FRAMING REQUIREMENTS I ' ©ELILKHEAD - ---- - - - -- ------------- -- �4 �4 2A LEG SP4 -� �/ /.-•l � 2B / / � � � /`„/ SP4 - - - - '_ _ _ - lam / ti �= V 71 N: ° I v II °d •5. — t '•;� NOTCH PILE TO 4 ° I P ° ° 1 RECEIVE 61 RDERS ° - :PI ' .0 : ..' . 03 PROPOSED B° d° ■ TIMBER PILE (TYP FOR ALL PILE ENGINEER: °d ° NOTCHING) d ° ° ° d ° ° ° PROPOSED PROP,WF BEAM SEE PARTIAL PLAN 2 I � T. �O p ° ° d ° d ° °a ° ° DO WIDE FLANGE BEAM REPLAGEMENT KF3bx135(ABV) WF CONNECTION CID BULKHO NORTH RAIL(ONLY) (NORTH RAIU PROVIDE TIRE STOP ?� ° ° d • INSTALL HAUL OUT SLIP PILE FOUNDATION AS SHOWN PROP05ED USE I' THICK PLATE,:05.5"W x 16'H .I d d °° PROP05ED LEG ■ NOTE PROPOSED LOCATIONS OF REPLACEMENT 12.0, 10 TON GGA PILE • LOCATE AT SKYWARD SIDE OF WEB BETWEEN I I � 11-011 (REF) ° ° ° ° 5TL PLATE 13ULKHIEAD PILES,SEE VIEW I THRU VIEW 4,DWG,5175 DOUBLE PAIRED 61RDER CONNECTION PILE NTL 4),QTY: 4 FLAN6E5 0 2'PRIOR OF END OF WF BEAM O 4 m W d . ° SEE DWG,5176 / FOR INFORMATION SINGLE PAIRED GIRDER GONNEGTION PILE(OTL 5),QTY, 24 3 I SP4 2 Z INSTALL A5 SHOWN... j, `�°FULL PERIMETER,SEAWARD AND ( DOUBLE PR.GIRDER PILE TRIM DETAIL (P c� ° FOR INFO LANDWARD SIDES OF PLATE 7 34 )3 d °d a •• SEE REF. DETAILS FOR ADDITIONAL INFO,qY�5P4 • TYPICAL OF NORTH AND SOUTH RAILS L� (FOR TYPICAL WF RAIL-GATKALK/TIMBER 61RDER CONNECTIONS) ,p • ° • ° ° ° © PROPOSED SLIP LENGTH = �6' LONG a PROPOSED WF BEAM SEE DETAILS ON DWG SP4 FOR APPLICATION-QTY 10 � ESSIONP� ° d ° PROPOSED d ° ° ° ' d° ° WF36XI35 (ABOVE) SCALE, V = I'-0" d d PROP05ED RAIL TRAVEL LEN6TH = t56' LG, EXI5TIN6 ~ -! JEFFREY T. BUTLER, P.E. GQNCRETE BOAT LAUNCH ° ° a ©NORTH RAIL o 226'WIDE x 20.O'LON6, p (TYPICAL NORTH AND SOUTH RAILS) SOUTH RAIL TO REMAIN d °° d ° AREA: 456 SQ.FT. ° a ° ° N © AND ® / I PROP. ±10 WF ADDITION IJ6 Ig BEAN AGEMENT o 1/2" (REF) °°d WITH STEEL PAD ° TO SOUTH RAIL Q ® 5OUTH RAIL b `� �-+ -► ° REQUIREMENTS SEE DWG,SPG, ° PROPOSED VINYL BULKHEAD ®PROPOSED Q FOR PE516A ANO t10'Ig EXTENSION C) � = O d' WIDE FLANGE BEAM EXTENSION AND ASSOCIATED COMPONENTS SHOWN HERE °d 4 1 ° ° ° ° ° ° ° ° d° FOR REFERENCE PURPOSES PROP WF TO Al-16M W/EX.WF FOR A 5EAM..E55 TRAVEL PATH(TYP) O Q Z ° m ° d ° ^ • FOR PILE REFERENCE PORTION,DESIGN,ANGHIORING EXISTING PROP.WF TO AL16K W/EX.WF FOR A 5MOOTH EXTERIOR FACE(TYP) � � \ \ / � � � Q � ° q ° ° d a WELD PROPOSED TO EXISTING BEAM I� - - AND REGd11REMENTS SEE DWG,5175 IQ.2 W x f46 LG THIS DWG AND DTL 3G ON DWG SP4 I I I o \ \/ I (� J U d ° ° ° ° ° PROPOSED INSTALLATION a NORTH RAIL, HAUL OUT 5LIP WITH A CLEAR 5�DETAIL No.3, I =� _� O LAUNCH PAD AND AS NOTED ON VW6 5P6 , LAG,BOLT WF WEB TO PILES BELOW I �. I I k-1 J ( I O LA W d ` 4.0 o o OPENING OF tlQ.2 TO BE SEE DETAILS,THIS DWG, I H /\ 4■ 4• /\ E-1 v Q Q Z O d ° ° ° ° ° ° d w MODIFIED TO CREATE A , °d ° ° , d ° —; ® EXI5TING HAUL OUT SLIP SOUTH RAIL tlQ.b'W X 56'LG {Y Z I (Y ° ° ° WF BEAM WF36xi35 TO REMAIN ( / O (� d ° KO SEE PARTIAL PLAN, W < — ° ° HAUL OUT SLIP WITH A CLEAR ° ° WF CONNECTION I - d d . ° ° EXISTING 12"� GGA PILE AND OPENING OF tl(ib' ' ! W Z I Q 4° °d d ° d GIRDER FOUNDATION TO REMAIN (SOUTH RAID SP4 1 O L O 3 I NOTCH PILE TO O • e a ° ° BELOW SOUTH RAIL —� — a ° d ° ° ° d° ° ° , a -- _ -- __------_----------- _ - -- - -- - --_ — _ --- - -- - --- - -- - --- _ -- - --I - - RECEIVE GIRDERS W kbW } � �-L-I � O ® I ( Q o I I ( I ) ( ® ( I ( 1 ! I w Q z ( ( I , '.) . .: .: t� . - - - - —� PROPOSED O X u- E.O. EXISTING SOUTH RAIL w � �' : N. q:•,':•,: ,: if 4 12"� GGA AVOID OVER GUTS LU LL O CV WF BEAM WF36x135 TO REMAIN EX. BULKHEAD TO REMAIN 1 ( J ° ( ( ( ( SOUTH ( 1 �n ( ( r i it m (7YP FOR ALL PILE �" Q v O d' Xr� J 1 J 1 ) 1 x � ` I 1 :. , . �;.':• H.':•:�. < ¢ '' ':t:.'' i — — — — l(� (�I 4 TIMBER PILE NOTCHING) I RAIL o ' _� LL uj �T�T-� �� T �' ORIGIN -) 0,0 ORIGI � 'X' ORIGIN - .. v Q p 38 O R-+ H- SP4 •: NOTE: ' PROPOSED W O L1> z ---- ------------- -- • PROPo5ED WD CATWALK FOUNDATION HAS BEEN REMOVED 12"0, 10 TON GGA PILE 1_2},4 4'-0' 4'-0' %4 \N FROM THIS VIEW FOR PURPOSES OF CLARITY(SOUTH 510E) DOUBLE PAIRED GIRDER �C �r � � II � k"I � (V O (� SEE NOTED DETAILS/SECTIONS FOR ADDITIONAL INFORMATION l CONN.PILE OTL 4),QTYt h M PROP05ED WOOD CATWALK Q N O HAS BEEN OMITTED FOR CLARITY O SEE OTL 5,DWG,5P4 FOR FRAMING REQUIREMENTS iv vu PIAN ' 110'® I I oo ;.. 1 2. 21 FAO : I f56' Southold Town t (REF) Board of Trustees 3A PROPOSED 0� M N SP4 P 1 PILE FOUNDATION PLAN SINGLE PR. PILE TRIM DETAIL PROP.WD (HAUL..OUT SLIP EXTENSION CATWALK SCALE.Y4" = 1'-0" SEE DETAILS L ON DWG,5P41FOR APPLMBER ICATION ER NN QTY 24) SP3 EXTENSION SGALE: IVs" = 1'-0" of C H-1 NORTH I HAUL OUT SLIP WHEEL ASSEMBLY NORTH r` HAUL OUT 5LIP WHEEL ASSEMBLY • NOT TO SCALE EXISTING 4 • NOT TO SCALE • FOR REFERENCE PURPOSES ONLY CATWALK TO BE RE-BUILT I FOR REFERENCE PURPOSES ONLY TYPICAL WF BEAM TO FRAME ON EXISTING TYPICAL WF BEAM TO 61RDERS/PILE FNP PILE GONNEGTION I 2 PROPOSED WF BEAM PILE CONNECTION 3 PROPOSED BEAM, WF 3bx135 1 PROPOSED CATWALK ro MATCH HAUL OUT SLIP WHEEL ASSEMBLY USE: I -9/4'�xl2' L6 6ALV. 5P3 AND PROPOSED WF EXTENSION USE: I -°/4'm xl2'L6 6ALV. , 5P3 INSTALL W/WEEI IN HORIZONTAL POSITION EX.CATWALK FRAMING ELEV.(FND) 5 ONOT TO SCALE LAS BOLT W/WASHER, MATCH EXISTING WF(NORTH RAIL) LAG BOLT W/WASHER, MATCH EXISTING WF ARRANGEMENT A5 SHOWN 3 FOR SMOOTH TRANSITION 2.0' D'' FOR REFERENCE PURPOSES ONLY I BOLT/INTERSECTION i 1-�� INSTALL W/WEB IN HORIZONTAL P051TION I BOLT/INTERSEGTION 3 3'-0■ A5 SHOWN 3'-0. LOCATE PER VIEW 1,DWS 51-3 3 PROP05ED CATWALK FRAMING MATCH EXISTING WF ARRANGEMENT SOUTH Spa I (2)3"AO'GGA CANTILEVERED GIRDERS a EA. TYPVGAL GIRDER TO PILE TYPICAL C71RDER TO PILE TA.PROP GIRDER TO BE 110.0' Ig CATWALK ADDITION PROPOSED RAIL DESIGN: 5TRIN6 BELOW ADDITION AND RE-BUILT THRU BOLT CONNECTION ( /' - 1 THRU BOLT CONNECTION ( r" 2,- ; INSTALLED AT THE SAME 2x6 GGA TOP RAILING CATWALK(AS REQ D) USE: 2-3/'m 6ALv TIMBER USE: 2 -3/4 m GALV TIMBER T.O. PROPOSED CATWALK ELEVATION AS EXISTING ALIGN 4•I' 4.1 2x4 CGA BOTTOM RAIL 2'WIDE I 2"x6'GGA RIM d DECK JOISTS BOLT5 W/(2)WASHERS 4 NIT BOLTS W/(2) WASHERS d NIT (HEAD AND END),2 BOLTS/ III I I j RE-GRADED SURFACE(BEYOND)TO (}LEAD AND END),2 BOLTS 2x4 GGA WALK SURFPLE COVER 4x4 GGA POST CATWALK ADDITION 2x GGA DECK SURFACE MEET PROPOSED T.O.BULKHEAD MOP05ED WF BEAM EXTEN5ION: INTERSECTION L) j Lj INTERSECTION LJ I I RAIL AND CATWALK I RAIL © ( --,,1 2-4x12 CGA MATCH EXIST.wF(SOUTH RAIU © T.O.LAN FLANGE T.O.UPPER FLANGE © T.O.SKYWARD FLANGE TO BE REBUILT TO RAIL DESIGN DESIGN ATWALK/ ® (I GIRDER(Tl'P) PLATE 3 NEED EXIST.TO PROP, T.O. FLANGE -- RAIL - --�IDOD --- _ ---- ---------- RAIL ;fl O.A.ILENGTJC H Hip) I I (IYPIGAL AS SHOW m AS Y RAIL '� `SEE On No.4 AND 4D NO `fl T.O.WF BEAM WEB o EL."1.2 OWD WALK Ex.GRADE/ T.O.SIF BEAM WE3 o EL..'1.2 _� --_0 WALKWAY - - ++ � T.o. 6ULKHEAD m 6�'j'I) WF TO PILE CONN.,SEE DTL No.4G B.O.LOWER FLANGE @) I 2-4x12 N N EX.GRADE B.O.LOWER FLANGE C> I 2-4x12 n I N GATYNALI� `?, t 2xb GGA RJ - _ _ _ _ I GGA 61RDEI2 i I k ® EL.b.b --------- I GGA GIRDER I - PROP.2xb k GGA IZ J. 2-3x10 CGA O @ EL.6.6' SP4 1�1 T.O.RAIL o EL.'1.2 `z� N ® (TYP) I ® , /`�/`%/ �i : 3A ® (TYP) ® {`; .( '' _ _ GANTLVR 6RDR(TYP) SP4 SEE DTL 5,DWG 5P3 _ \� \\/�'\\/\\ \/\\,\\, /\\ / 4'4 THK FLANGE TIMIJER WHALE - - PROPOSED FOR PILE TRIM PTL r \. \ // //�//�j\/j�//\y/\/////\//\/i y� SP4 (51M) I ® I ® I 2-3x10 GGA SEASONAL HIGH WiR a EL. f4A3' SEASONAL HIGH WTR 6 EL.14.03' --------J , �\j� ;/\\j \j\\jam\ ` SEE DTL 4,OW6 5P3 I I I I I I I I CATWALK ADDITION FRAMING p l�j THK I \/\//\// //. //.�//.\//.\�'\// �/ �'.'/ FDR PILE TRIM DTL �> GANT"LVR 6ROR(TYP) (NAVD99)ON NOV. 11,2020 N \ \j/\�EXISTING.y`//�j/\\i\' ------ - 2'xb'GGA RIM d DECK JOISTS �99)ON NOV. II 2020 SOIL //`�'\\/ 4'-ICIV� PROPOSED ' PROPOSED 2' 3'x10'GGA GIRDERS 5T STRING, ' SEASONAL HIGH HTR MARK® EL. ±4.03' ' \ \�j��j \/ HIGH '(NA MARK o + H1 3.l (NAVD88)ON II-II-2020 HIGH WATER MARK o EI_.3.1'(NAVD99) SEASONAL HIGH HTR MARK EL.-4.03 v1NYL BULKHEAD ( t56'TO X,Y ONC71N PT. I MATTITUCK ON NOV. II,2020 (NAVD88) ON NOV. 11, 2020 //\�/\\� (NAV088) ON NOV. 11, 2020 �l EEYCHD EXISTING ( TYPICAL GIRDER TO PILE PILE AND 6IRDER ' CREEK THRU BOLT CONNECTION `1/, TFOUNDATION TO REMAIN PROP. tl0'CATWALK EX1E N510N p USE: 2 -314'0 6ALV TIMBER BOLTS hV HIGH WATER MARK ® EL. ±3.1' I / �! /j\�/, H16H WATER MARK @ EL. t3.1' LOW WATER MARK 6 EL.-13 (NAVD88) (2)WASHERS d NUT(HEAD AND END) LOW WATER MARK 6 EL. -13'(NAVD88) (NAVD88) ON NOV. II, 2020 / �\ \;. \/ PROPOSED VINYL BULKHEAD (NAYD88) ON NOV. II, 2020 ON NOV. Ii,2020 I ON NOV. II,2020 SHOWN HERE FOR REF PURP05E5 TYPICAL GGA PILE FOR DE516N AND RE9UIRB'1EVT5 24- 12"�,15 TON PILES �� SEE VIEW I,DW6 SP5 TYPICAL GGA PILE I NCES PROP. INSTALLATION o NORTH RAIL 15 TON PILES ISEE PILE DETA L 5,DI 5P3 AND LAUNCH PAD,SEE VIEW I, 2 -PAIRED OGGURRENGE5 EXISTIN6 B.O.SLIP® EL-3At M�^I, DWG SPb FOR ADDITIONAL INFO PROPOSED EXISTING BA.SLIP @ EL.-3.0't HLK DEPTH OF PENETRATION: \�// SEE PILE TRIM DETAIL 5,DWS 5P3 4 (EL.-4.3t NAWM)AREA TO BE DREDGED I � _4,3t NAVDM)AREA TO BE DREDGED \I CI DEPTH OF PENETRATION: V BOTTOM OF BASIN: -� , , i / T/7i //. /TTiTT/ 77i PROPOSED BOTTOM OF BA51N �,ti ter; ;, is 10 MIN.BELOW MLW(TYP,U.o.N) V I \' 1 f EL.-53 NAVD88 EL-53'NAVD98 h IVY 1IV i 10 MIN.BELOW MLW(TYP,U.0-N) // % //�/, ////��///7�/////� PROPOSED (b) 12"O III -. I� I I I -. ��II LOW HATER. MARK @ EL. -1.3' I / LOW WATER MARK ® EL. -1.3' I I I I I PROPOSED W ) ' GGA TIMBER PILES - �� I �� � IiJllb - 12'0 GGA TIMBER PILES (NAVD88) ON NOV. II,2020 I / (NAV088) ON NOV. II, 2020 I DEPTH OF PENETRATION - I I I I I I I , I Ijl. I 3 - PAIRED OGGURANGES 11 I(TYP,'U.BELOW MLW I I I I z I , ( I I s 411 ti� � � I 5�PILE TRIM DETAIL 4,DW6 5P3 I Z II l 11 DEPTH OF PENETRATION, U / _ 10 MIN.BELOW MLN(TYP,U.O.N) / u u u EXI5TING 8.0. SLIP EXISTING B.O. SLIP @ I U EL. -3.0'± MLW, - I EL. -3.0'i MLW, � (EL. -4.3t NAVD88) _ (EL. -4.3± NAVD88) M N P / / / AREA TO BE DREDGED , ,' AREA TO BE DREDGED / PROPOSEf� BOTTDM�OF � ; / - - - - - - - ASI �� 4 / PRO 5P E[5 BOTTbKur- A51 / rT,• -5 3(wiIvD88� % i / /EL�5 3' NAVD88� / / / W dJ N 3 A EXTENDED CATWALK ELEVATION 3 B EXTENDED CATWALK ELEVATION r r j���������� /��j�����������j��j� / �j� ALONG HAUL OUT SLIP - SEAWARD SIDE OF SOUTH RAIL SHOWN END OF HAUL OUT SLIP EXTENSION - SOUTH RAIL 5HOWN f / SCALE: Y4" = 1'-0" 56ALE:j4" = 1'-0" V . pox < 41 X � LL MATCH EXISTING DHF WF AM EXTENSION O 11 III �I Z ° I I I I I I I II I � INSTALL W/NEB IN HORIZONTAL � U__LI I I LI � POSITION 5 SHOWN O LJ I � � • MATCH EXISTING WF ARRANGEMENT PROPOSED 5.5. PLATE CONNECTION (1 2A PILE TYP. WF BEAM TO PILE CONNECTION " 12 x 10'x 0.315 THK PLATE ELEVATION PILE 4 I -3i4'm x12"LC GALVANIZED s 4 2B 3 LAG BOLT w,WASHER • /8 WELD(FULL.PB�ETP.ATION)AT ENTIRE PERIMETER O (TIMBER GIRDERS AT RAIL SUPPORT) 3 ELEVATION 1 BOLT PER INTERSECTION BEM FLANGESTH RAIL (VERTILOCATED @ GAL PLANE-BO T PIT SIDE) m NORTH RAIL SCALE:�' = I'-0' (TIMBER GIRDERS AT PROP05f37 CATWALK) T.O.UPPER FLANGE F�•y NORTH RAIL I�-0' hF WEB(BEYOND)SCALT T , ,= a B.O.LONER FLANGE PROPOSED WF RAIL EXISTING WF RAIL TO REMAIN S�DETAILSFORPILESEAT - ________ _ -------------- ,,;�- TYPICAL 61RDER TO PILE - F--� THRU BOLT CONNECTION USE. 2-s/"0 6ALV TIMBER 13OLTS W/ VY rn' CONSTRUCTION TO ISTINREMAIN (2)WASHERS d NUT(HEAD 4 END) 3 EXISTING 19.2'W x t4b'L6 2 I 2-4x12 CGA DROPPED 61RDERS(TYP) Spa HAUL OUT SLIP WITH A CLEAR OPENING OF 119.2' Spa ETv61N R: TO BE MODIFIED TO CREATE A t1IVK x ±5b'L6 TYPICAL GGA PILE I I I PSE F I ESU HAUL OUT SLIP WITH A CLEAR OPENING OF ±19.8' 12"0,15 Tax y �� SEE PILE TRIM DTL N05,DWG 5P3 CDD I I 0 ill,-10- (1987 I I SOUTH i PROP09D D15TANGE BETWEEN HAUL OUT RAILS NORTH ELEVATION - ELEVATION - w WF VERTICAL FACE 3 c WF CONNECTION el. IOD' el.IOD' (BEAM FLANGE PERPENDICULAR TO 61RDE3R5) SOUTH RAIL-SHOWN, O 3433 ( llll NOTE: USE 6ALVANIZED FA5TENIN6 �(�1� O NORTH RAIL SHOWN SCALE: 51 = r-0' A� FESSIONA AND CONNECTION HARDWARE, TYP. � � SCALE:� - 1'-0' CATWALK/ O (5 : CATWALK/ JEFFREY T. BUTLER,F.E. WALKWAY � RAIL � � RAIL,� WALKWAY el.8.0' e I.7.0' z::4T.D.RAIL a EL.12' T.O.RAIL a EL.1.2' EX 6RD BEYOND T.O.BULKHO o EL.tb.b'1 I_ SEASONAL HIGH WATER MARK @ EL. 3.l' (NAVD88 ON NOV. II 2020 -_ ..-_-._-._-.--...._...... .-__ Q 3 p e1. 5.0' PROPOSED 24'LONG FLOATING DOGK(5) w Q � ~ e I. 4.0' � � e I. 4.0' el.3n, H16H WATER MARK a EL. 3.l' (NAVD88) ON NOV. 11,2020 © USE 2x GGA TIMBER EX. ±5' WIDE DOCK 0 ©©QD O 0 Z Q u e1.2.0' EX. AREA TO BE DREDGED e1.2.0' J BULKHEAD _- FOR CATWALK LOVER PROP05EI7 4'W x 24'L6 FINGER FLOATING DOCKS C � � � APPROX t-11 G.Y. OF SPOIL TO BE LEG (WALKWAY-SIMILAR 1--� I O CQ 1, � el. Lo' � TO REPLACE EXISTING FLOATING DOCKS THRU 'F'; -I � - REMOVED AND REUSED AS BACKFILL DOVER) E..( O Q O 7 Z O � EX. t5'W x ±112'LG 'A'(t4'x±20t61,'B'(t4'x�8L6),'G'(±4'xtl6'L6), el.Off el.OD' FLOATING DOCK b'(±4'xtl6b9),1='(±4`$M `L6)AND f'(±4'xt6'L6), �, (�[ Z < I Q LL LOW WATER MARK 9 EL. -1.3 (NAVD88) e I. -I.0' ON NOV. 11, 2020 e 1. -1.0' > � - h+n +y �_ TO REMAIN SEASONAL HI6FN WTR®EL.t4:03' � - - PROPOSED 12 O GGA TIMBER PILES (NAVD99)ON NOV. II,2020 w O 1 H16H WATER MARK o �"� (3 LU O Q PROPOSED GALV. EXISTING B.O. SLIP @ EL. -3.0't MLW �� el. 3.0' � � � Z W ; PROP05ED (6THALK/AALKHAY NOTE5: PROPOSED 6ALV.PILE EL.3.7 (NAVD89)ON 11-U-2o2o W � Z Lu O � Lr) (EL. -4.3± NAVD88) �� Q d HOOP AND JOIST PLATE �y IU U� CONNECTION HARDWARE -I O e I. -4.0' �r / l� I e I. -4 O' �+g I. ALL HARDWARE SHALL BE GALVANIZED. "C� Z < O ° O AREA TO BE DREDGED - - -- OR EQUAL r -.- 2.6LL PROP05ED PILE5 AND LUMBER SHALL HAVE GGA RETENTION OF Q n u- el. /' / /��/�'_/� 6 23 LBS PER AWPA STANDARD UG5A' Z ° t PROPOSED C- Q �n ° y y : ,� ..�.- / • - /- <" '�..��; /_�:i 3.ALL FASTENER TO BE COUNTERSUNK AND FIELD TREAT ALL GUTS, /\.\! /� /\i / e I. -b O' ' NOTCHES AND DIRILLED HOLES PRIOR TO A55EP1BLING. LOW WATER MARK a EL.-13'(INAVD88) Qt N = N CV \ OPOSED BOTTOM OF BASIN: EL. -5.3 NAVDBB j\'; v \ \ \/ .,,\/,/ \/ . \ /\%// .,/\/ %/';/\/\i �i\/�/ /\/\ <" ��;'•;i,,i / %./�'/\/: ,!\//\I 1�1 I 4.ALL 51MP50N SiTRON6-TIE CONNECTORS SFfALL BE STAINLESS STI=R. „ 6 FLOATING DOCK(S) PROFILE ON NOV. II,2020 v O �\ \\ \>�: \�� 5.RIM AND DECK JOISTS TO BE PEALED PER ii0 O.G. TYPICAL OF FLOATING DOCK A B G b - � i\ ` \ \ � �i•I b.CATWALK LAYOUT 51•W�N,WOOD WAIJCWAY CONSTRUCTION SIMILAR. ,� AND F •• e 1. -8.0' '-�// ,-' �/�i��/� //\ /.;i�- �j j./�% %'\\/ / ii /, e 1. 8.0' 11\ I / ./.,, ./. I;% (�/ SCALE: 3�" = I'-0' EXTENT OF DREDGING TO -41-011(t) MLW, ;r .� (:> � I,,; W O 0 (-53'±NAVD88) WITH A MAXIMUM OVER GUT OF 6.0" / l' / /' � el. -q 0' EXISTING BOTTOM® L(� Z Z FASTEN PROPOSEb 2-3x10 GGA GIRDER TO PILE EL. -3.0't MLW, (EL. -4.3t NAVD88) el.-10.0' \ :i\\ , I I I I /\\i�i;,a :y ;. �,) . I II I I is el.-10.0' W/2-3/4 x 14"6ALV.TFiRIJ BOLT Qi (y v O 2xb CGA (, z1. II.�' % ;r i ,/ // �;;; I; l; el. -Il.o' DECK JOISTS of N��'YOM CITY _ ;,;,, 800-272-4q80 1811 I I 2A'. yq & LONGISLANn PROPOSED www.dignetn(forl other sta )ca11811.com "10 4� GGA TIMBER PILES PAGE : DEPTH OF PENETRATION = ® I� J) (� PLANVIEW - By law,excavators and contractors working in the five For safety reasons,homeowners are strongly 10 MIN.BELOW MLW ' [� boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type (TYP,U.O.N.) J CATWALK FRAMING DETAIL g g digging property. Counties on Lon Island must contact Di Net, of di in on theirHomeowners can 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling I O I JAN 1 WD WALKWAY FRAMING (SIM) 10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For O c7 4 HAUL OUT SLIP ELEVATION prior o beginning any mechanized digging or excavation excavation work completed on personal property, - SOUTH RAIL-SHOWN, work to ensure underground lines are marked.Excavators it is the contractor's responsibility--NOT the (EXTENT OF DREDGING) NORTH RAIL-MIRROR and contractors can also submit locate requests online, homeowner's-to contact DigNet.Having utility Southold 1 �Wri WOOD WALKWAY CONSTRUCTION SIMILAR through ITIC.If you do not currently use ITIC,please call lines marked prior to digging is free of charge. Board of Trt, to s SCALE.y4' - 1'-0' SCALE: 34'h c 1,-0' 1-800-524-7603 for more information. of C T.O. PROP05ED VINYL BULKHEAD, EL. 6.6' (NAVDBB) 10"'P TIMBER PILE, 4"x8" FOLLOWER,VINYL SHEET AND yam, USE VIN 6ALV.BOLT,WASHERS 4 Nur FOR VINYL SHIT TO FOLLOWER CONN. VINYL SHEET PILING,SHOREGUARD 625 6'x8" WHALE SHALL BE FASTENED 6 EACH OCCURRENCE, USE I'm x 12'L6 6ALV TIE RODS, 4'x6' FOLLOWER(BEHIND VINYL USE I' 6ALV. BOLT,(2) WASHERS AND NUT. 4 4 " VINYL SHEET SEE SECTION 2'AND VIEW 4' SHEET PILING,SEE SECTION 2) 4 BULKHEAD LE6 'D' ADDITIONALLY FASTEN 4x8 FOLLOWER, FOR MORE INFORMATION(THIS DW6) (3) 6"x8" WALES ' AND b"x8" TOP WHALE SHALL BE FASTENED ® I6" O.G. INHALE 5RJGE(TYP) T.O.BULKHEAD ELEVATION EXISTING 25' L6 TIMBER BULKHEAD TO BE r c b-0 O.G. TIEROD ) TO MATCH EXI5TIN6 o EL 6.6 (NAVD88) REMOVED AND REPLACED IN PLACE W/ PROPOSED P.G. BOAT LAUNCH PAD � �� -°--_-- ° -°---°_ ° ° ----- .. o °-------° ° 4r7HAZ 'PROP05ED 24' L6 VINYL BULKHEAD n ° -- -------- - -----±228'W x 20.0'L6 / 'y3 SEE VIEW 5, THI5 DW6 FOR 13ULKHDARAVEL RAIL AND PAD a- < AL HI614 WTR MARK a EL.14.03'51' OF EX. SOUTH RAIL, SEE DWG 5Pb FOR CONSTRUCTION DETAILS ~ ° ° ° ° eJ oN Nov.u,2020' TVDW)ER hU1RK a EL.t3.1'EL. 7 2 (NAVD88) (BEYOND)PRDPOSED5"RAIL OND o0 0 0 0 0TR Nov.a solo RAIL FLPNGE-- PITCH PAD YB /L.F.(MIN) ` e 1. 6.0' PROPOSED RAIL FLAN6E j\\j\\; \j'� \��\\j LOV4 WATER MARK B 1�-13' e I. 5.0' 5EA50NAL HIGH WTR MRK @ EL. ±4.03' // ,// // // /r // // // // //.// // // // // //e L 5.0 /. < (NAVD88) ON NOV. 11,2020 /\ S� c� MAwee)ON Nov.11,2020 el. 3.0' HIGH WATER MARK 0 EL. i5.1 ;:� /i / / / / /:/\/\//\i�/' %JP (NAVD88) ON NOV. II,2020 ;.: :; (3) b"x8' / �! \\ \\:\ \;�� �� ?EL_-N5 NA 080 a EL TO B M R (t3 -43t NAVD88)AREA TO 8E DREDGED e I. 2.0 �>:. WHALES %/ %.� �\ // e I. 2.0' oy to"ro GGA AREA TO BE EXCAVATED FOR UMBER PROP.BOT.OF BASIN EL.-5 3'NAwB6 N \ BULKHEAD INSTALLATION, e 1. 1.0' DEADMAN Mcg" i i i i i i L c e l. 1.0' N �- � � m �/ /\ ' / MATERIAL 5HALL BE REFILLED (TYPICAL) A� pSk 7 <; i I I „ !�6 ::-�: - \\' v\\/ TO ACHIEVE PROPOSED GRADE el. 0.0' �Da p`I�y 'd ' O LOW WATER MARK a EL. -1.3' �, >--- ,; -r� \/ (SEE COMPACTION NOTES) q (NAVD88) ON NOV. II, 2020 :t?? %/'�<//7Z/ /\r/\// /' ' " ' GAL.H \ � \ \\ \ \ \ eI. -2.0'1. -2.0' \ r r NOTE: CONCRETE BOAT LAUNCH ppP�Oy I I i I I I I I ..x. TIE RODS (TYf)' c� LEO' Q \\' \\\:\,;\ter\` PAD FOUNDATION HAS BEEN Y _ EXISTING 8.0. SLIP® EL. -3.0'± MLW, -� (2) 10'� GGA ' / \//\//� OMITTED FOR PURPOSES OF *� el. -4.0' (EL. -4.3±NAVD88) AREA TO BE DREDGED +I / _~.• /\\ �/; /�, \/\, CLARITY SEE DWG SPb FOR el. -4.0 o, '\i GAT LOG _ _ t,•-,•/ \- /\ !�/ \ �\/ INFORMATION .L_ r / %% / / :/ / Ys, 10"�XIO'L6 GGA/\\/\ /\\ \\/\i/ e l. -6.O' I 1 I I I I I -H PROP. BOT. OF BASIN: EL. -5 3 NAVD88 . / / / / /: / / T. / e . -1.0' �� \ 6'OL,DEADMAN �, %\//:! �/ tc` 10'(P GGA ' TIMBER I q r ,/\\/\/\. \\/\ \\/\\/\\ �\ /\\\%I�y \ \%\�' ±6' /\/\ '\�\/\ t41 ElULKND PILE I I I I I I I I ed. -8.0' '\//\,/\//�/\/\/\/\/\/\/\y\/\/\/\/ ./ �,j\/ /\y\/\, :,,p,,.�, .i , , ;` e -8.0 \ (TYPICAL) I I I I I I I I I ' •" el. -q.0' ±10' MIN EXCAVATION REQ-0 1 J I I I I I I I I 10"0 X 30 L6 I I I 1 FOR BULKHEAD ANCHORING e l. -10.0 I I I I GGA PILES® 6'OL. I I I I I I I I I I = PROPO5ED 5HORMARD VINYL BULKHEAD ,J j . / el. -12.0 v L_J L_J L_J L L_J e . -12.0' /< ;,..,... r i MODEL No. 56560,24' H16H jam\ - \jam APPROXIMATE LENGTH = ±12G' \ <� VIEW 2 - ELEVATIOff! DETAIL X/ NGLUDING: >\/>\ S�AJ:,iS \\/\\r N /\//<:'yr c'' %\//\r LEG 'A',(1) ±21' LONG, 'Ali, I � SCALE: 3/Ib' = I'-0„ LEG (1) ±18 LONG, (1 13' LONG, •���� LEG B I ± �\ 4. \< .x.,., \\r y V LEG G,(I) ±46 LONG AND V I Elul 2 -- //\% =" �, LEG 'D',Q) ±25' LONG \ � � `� I'V x 12' LG 6ALVANIZED TIE RO ^ • BULKHEAD PROFILE �\% �Q/�� lo'�GGA GAT L � II %� 10"P X 30, L6 \ ` SCALE: 3/16 = 1'-0" \ \ \ // , GGA PILE,6 O.G.. (TYP) FX' DOCKTo pEMA O"OXIO'L6 DEADMAN( ) r r j\�� GRAVEL SURFACE NOTE: a/ VINYL SHEET PILINS \% EXIST.GRAVEL/BROKEN ASPHALT BULKHEAD - SHOREGUARD 625 ��� ,Y,w /\\\�� GOVT TO BE RETURNED TO BOAT \ ® LEG 'xb' FOLLOWER(TYP) (Y) O STORAGE AREA AFTER COMPETITION OF I � CONSTRUCTION 6RADE TO MEET NEW BULKHEAD GAP,BOAT LAUNCH X PLATFORM AND WOOD WALKWAY O {� PROP05M E126E OF EXCAVATION, 7' } M Z O b'-O" O.G. WALE SPICE M APPROX 35'BELOW EXISTING 6RADE PROPOSED EDGE OF EXCAVATION-APPROXIMATE 65'BELOW EXISTING GRADE TIEROD (TYP) I� I 10'�x 30' L6 GGA PILES � f-+•�I O U) t a VOL.(MAX), Q � z� �IEI�I 4 - PLAN DETAIL INSTALLED A5 SHOWN Q p SCALE: 3/I6" = I'-0" b"x 8"GGA WALE(I OF 2) < 14 i• BULKHEAD O I I 10"0 GGA o (Tj T Roo �ZL- � LEG © � T_ v) TIMBER - � ?§ .A Fs„1 O DEADMAN Q ' J (TYPICAL) 10'�GGA GAT LOG x 10'�GGA GAT L06 1 EXTEND RAIL IB" BEYOND 10 GGA GAT 106 'c BULKHEAD FOLLOWER 3 I 41 /4 ���:~ PROP. RECESSED STEEL PLATE h I O ' iLK1 b • 4'-O"x 12'-O' x)•2' THK 13A FILE 1O O 2-I I 5-5 6-P�4 5-PY4 6-?�4 5-q b-E�4 4-EsPol 4 3- Q • SEE STEEL PAD® REINF P.G.BOAT LAUNCH', PROP05W E:XGAVATION FROP055M EXCAVATION � APPROX.3A' BELOW(MIN)EX SURFACE APPROX.65'BELOW EX.SURFACE (TYP) �$�"� i,_b� FOR INSTALLATION REQUIREMENTS 0 RAIL FLANGE ENGINEER: BULKHEAD ' PROPOSED a a + 2A � + ' ,li I��� J I� i _• '�`_ r O . . . . . . . . . . .. . . . . .. . . .. .. . . . .. . . . . . . . - - - - - - - - - a- LE6 © .'.'.'. . .'. . . .'. . . . . . . .'.. . . . . . . . . : . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . N I 4 ° _ PROPOSED HAUL OUT SLIP FOUNDATION PILES(NORTH RAIL) NORTH F � ° n -.\ .1 PILE ARE SHOWN FOR REFERENCE PURPOSES ` 'C n O n O N (TYP) 1 r . . . . . . . .. . . . . . . . . . . .. . . . . . . . - . . . . .�;-/. .�A .) O n a n e ° na- �`- - �\- `J �\_ �\_� �`_, �`� _,,� _ �,_, �\_ �\_, .. . . .. . . . . . . . . . . . .. . . .TIL:.:.:.:.:.:.:.:.:.:.:.•, ,•.•.•.•.•,•.•.•............................................................ Y T - - - - - - - - - - - RAIL ABOVE SHOWN FOR REF.PURP05E5 '- ' RROP05ED RAIL WEB ® EL. 1.2!'.'.' �� �J t46'L6 PROPOSED VINYL BULKHEAD-LE6'G' 177 7 � CONCRETE BOAT LAUNCH GRADE BEAMS AND PILE5 5HOWN FOR REFERENCE IN PLACE OF t4b'L6 EXISTING TIMBER BULKHEAD PURPOSES(TYP OF 3), INSTALLED tOb'(t8')LANDWARD OF EXI511NG TIMBE3?EIULKHEAD ° _ II " m IY 5EE DWG 5P6 FOR INFO ° 4 n° m (" z BOAT L�4UfyGH ` n • .• . . . � ,« x 2 ~ � ° • • � a ° .'.'�,". .• '4.�r: . . .. . . . . I. . . .. . . . . .6!(.'.* .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .'.'.'. • �A 03493 __ PROP05ED 5HORE6ARD VINYL BULKHEAD °, °P.Ga 5l.'AB° ° ° I'I20POSED::`�: _ MODEL No. %5bO,24' H16H " °° �OF�SSIONP� e � APPROXIMATE LEN6TH = ±12q' ° a /�/ PROPOSED RAIL FLANGE INGLUDIN6: ° \ \\ JEFFREY T. BUTLER, P.E. o h 5EE:rte: t?6:: �i/ / / T.O. BULKHEAD @ A . 6.6 LEG 'A',(1) ±21' LONG, \/ / - - - - : LEG 'Ali, (1) ±18 LON6, /' N PARTIAL SITE PLAN - PROPOSED BULKHEAD LEG B,(I) ±13 LONG, PROPOSED STEEL AN6L� // //\//\//\/ BULKHEAD 3 x4 x y THICK \ \ \ O LE6 O >s O < Q F..- - a - c , ®? .'' �:a BULKHEAD i= : I : 4 / '. -u'i 1 LE6 D 5CALE:, .11 = I'-0" BELOW 4 XI2 STEEL PAD, //\///\/ _ (y LEG G�(I) ±46� LONG AND I 1 - Lu _ INSTALL ANGLE ® PERIMETER LE6 'D,(1) ±25 LONG - OF STEEL PAD Z O < 10'�GGA \\;� II LL (� r, //\��\�/ : 611x8• W�ALEWER AND ►--I JLu O m PROPOSED w n p EXISTING E-i v m Z Z TIMBER I :•:• *: 1q.2'W X ±46'LG O CONCRETE BOAT LAUNCH DE ADMAN lis /j\/ • 22B'WIDE'x 20A'LONG, (TYP) - ": - (b LW x HAUL OUT SLIP WITH�A CLEAR r \ 5EE VIEW 2, DW6 5P5 FOR INFO. ( O Q AREA: EEL SAD I s GAL V.:]IEROD.: OPENING OF ±19.2 TO BE < O VIEW 'S' - ELEY�TIOI� DETJA�I - --PROPOSED 5HORE6ARD VINYL BULKHEAD � � � • WITH STEEL PAD Q MODIFIED TO CREATE A - FOR DESIGN AND : : : : : o z Q MODEL 56560 w z LLI O REQUIRBdB�TS 5EE DWG SP6 Q - ±IQ.B'W x ±56'L6 m SCALE: 3/Ib" = 1'-0' O HAUL OUT SLIP WITH A CLEAR PROTO±IOTM EDITION ; . SEE VIEW 2, DW6 SP5 w Ll Z O OPENING OF _Iq B I L FOR INFORMATION LZ W O V ((� ° an EXISTING de Z }- < O O NO n4, 4 O X SOUTH RAIL TO REMAIN O LL N a a W - - - - - - I - ° Z 1 : ' Idn � IN EX15TING HAUL OUT SLIP PILE AND GIRDER FOUNDATION SHALL I �� L �°�, "' - _ O N -- \ REMAIN AND ARE SHOWN FOR REFERENCE PURPOSES\F I D �� �� ®EXISTING (REMAINING BULKHEAD LEG JAN 1 1 °>� p o SOUTH RAIL EX.BULKHEAD TO REMAIN ( 1 1 �� �� �� �� �� �� �� �� i_t - Z T�T�j T /% i % L ��/ T _ _ _ _ _ = N O 'X' ORIGIN 0,0 ORI IN 'X' ORIGIN `=/ Board of d lste a 1 = N v O (� yq I of NSW YOLK CIV Y of Trust s 13.0' TOA' O I S 800-2� 2-��80 � 81 I - - PROP05ED E'XGAVATION PROPOSED EXCAVATION NOTE: & LONG I5LANb 1 www.dignetnyor.com states) a11811.com PAGE:PROPOSED WD CATWALK FOUNDATION HAS BEEN REMOVED (for other states) APPROX.3.0'ElELOW(MIN)EX.SURFACE APPROX.65BELOW EX.SURFACE FROM THIS VIEW FOR PURPOSES OF CLARITY(SOUTH SIDE) • SEE NOTED DETAILS/SECTIONS FOR ADDITIONAL INFORMATION By law,excavators and contractors working in the five For safety reasons,homeowners are strongly boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type J� C� t46'(I�EF) Counties on Long Island must contact DigNet, of digging on their property.Homeowners can PARTIAL PLJ""�l�1 - � 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling I�l 10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For PROPOSED BULKHEAD i�EPL�GEMENT O t46'-�'4' prior to beginning any mechanized digging or excavation excavation work completed on personal property, I/ work to ensure underground lines are marked.Excavators it is the contractor's responsibility--NOT the SCALE.y4' - I'-O" and contractors can also submit locate requests online, homeowner's-to contact DigNet.Having utility SP5 through ITIC.If you do not currently use ITIC,please call lines marked prior to digging is free of charge. 1-800-524-7603 for more information. O M - of C _ EXTEND RAIL 18' BEYOND PROP POURED CONCRETE BOAT LAUNCH PAD, BULKHEAD FOLLOWER qq SEE LAUNCH PAD DETAIL SEE PARTIAL PLAN(TH15 DWG) PROP. RECESSED STEEL PLATE a • 4'-0"x IT-O' x 12'THK PROPOSED BOAT LAUNCH GRADE BEAM FOR SLAB • SEE 'STEEL PAD 0 REINF PL.BOAT LAUNCH', (TYPICAL)SEE DETAIL FOR CONSTRUCTION REINFORCEMENT X ADD (2) - #5 T&B NO.4 BAR, 10' OL. TO PENETRATE �-- AND REINFORGEME3NT I'-b" FOR INSTALLATION REQUIREMENTS a / EA. SIDE /NO.4 HOOP, 10' 0•C. 4" INTO BOAT LAUNCH CONCRETE \ - -- PROPOSED RAIL FLANGE o- VERTICAL PAD. ADJUST ANGLE PER GRADE >`':,j\\j;\\j -.-: -r,.:p--1r:- ,__ __ w•-� rn / BEAM LOCATION AND SLOPE OF N01TH. , •.•• . . . . . . . . . . . .. . . . . . . . . .................... . . . . . . . .. . . . . — — — -� — — — — -�- Z — — / NO.4 BARS, 8" O.G. SLAB. TIE TO No.4 REBAR GAGE. COMPACTED SOIL,TYP: . .:...:.........:.:. : ' '_ ' ©.'.i?AIL'.'.'.'. . .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. � , .I . . . . . . . . .. . . . . . . . . . . . . .. . . . . ' / I I HORIZONTAL (3 ROW5) 7;, . .(SEE COMPAGTION NOTE$) .'. . . . . . . . . . . .. . . . . . . . : . . . . .' '. . .: '. .'. . . :. .:. .:.:.:.;.:.:.:.:.;.:.;.:.:.:.:::.;.:.:.;.:.:.:.'PRO P05ED RAIL WEB ® EL. 1.2' X / v P.G. BOAT LAUNCH PAD - q." . . .. . . . . . . . . . .�.��''. . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . /� ^ .':' >, . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . ., %'< !%/i BOAT LAUNCH . . •. / . .4.. . �.'. . b. . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . to ° Q I� ° PROPOSED RAIL FLANGE 10"x,15 TON TIMBER PILE ° \ ° I — — I m (TYPICAL OF ALL BOAT N 4 LAUNCH PILES) \ 4 T.O. E3ULKHEAD @ EL. b.b' C .'2' (TYP) I ADD (20 - #5 X 4'-0" ® \ . • 3....'' — — — — — N \ 3 PSIQ" PROP05ED 5TEEL AN // '/�. // // '/ BULKHEAD / CENTER OF SL AT EA. /�\' 3 ! I %� / /\/\/ X CORNER \\ Q ° _ SEE PARTIAL PILE PLAN, THIS DWG 3•x4"x " THICK \ \\ \\ \\\ ' ' LEG ,; GONG TE Y4 RECTANGULAR / No.4 BARS, 10 O.C. I I I m BELOW 4 XI2 STEEL PAD, \\ � (TYPICAL ALL •• � \ HORIZONTAL. I ( - INSTALL ANGLE 0 PERIMETER /\ / OPENING – 2 (MAX) \\ !9RRADE AMS Q �I EW 2 - OF STEEL PAD \`� _ ' - -- ' GONGRETE E30AT LAUNCH PAD AND \\\ \\ IN --i- -; GRADE BEAM/PILE FOUNDATION , / /\/\� :. . : • . . 4X8; FOLLOWER AND TlE N L H RI \ b x8 WHALE NITHELLAR6ER DILEAEV� 'L111 11vl i SCALE: 3/e = 1'-0" �IE �� – ELEVATION DETAIL/ SEE VIEW 2, DW6 5P5 FOR INFO. \/ I SCALE: 3/I6" = I'-0" PROPOSED 5HORE6ARD VINYL BULKHEAD \/�\\''\ \��% \��% MODEL 56560 2'-0" MM 2'-0° - TRIM BARS TO \ \/\ \ \�//� �� �j : \ //�\ �j/��\/ 51� VIEW 2, DWG 5P5 MATCH WALL \ \ \ FOR INFORMATION C.L. HORIZ. BARS \\//\//\\ /, F MIN \/\� I Pop� FOR 0>=18" ADD .- (1) - #5X6'-O"EF DETAIL - REINFORCEMENT: REINFORCEMENT NOTES: Z �� FOP, WALL5 AND THICKER GRADE BEAM RE I NEORGEMENT I. ALL REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH LATEST .{- USE Nos REBAR, 12 O.G. HORIZ. Se'ALE: I" = 1'-0" (EAH HAY) EDITION OF AGI 315 DETAILING MANUAL. TRIM BARS TO 7\ MATCH WALL a ° 2.GLEAN AND ROUGHEN TOY" AMPLITUDE ALL CONCRETE 5URFAGE5 A6AIN5T VERT. BARS - - - _ -° _a WHICH CONCRETE 15 TO BE PLACED r EQ EQ (I) #5 EF MIN.11 9 PTqNot of HIM Yor' 0_r( 800-272-4480 811 ° ° 3. ALL REINFORCING STEEL SHALL BE SECURELY HELD IN PROPER POSITION. IF r1 m & LONG 15�ANb REQUIRED,ADDITIONAL BAR5 AND STIRRJP5 SHALL BE PROVIDED BY THE F-`www.dignetn(for oom orates) ll811.com LAUNGH PAD DETAIL(for other states) CONTRACTOR TO FURNISH SUPPORT TO THE REINFORGIN6 STEEL. CIRCULAR OPENING For safety reasons,homeowners are strongly 56 ALE. N.T5. 4.5EE DETAILS,THIS DRAWING FOR REBAR DETAILS Bylaw,excavators and contractors working in the five Y 9 Y . � N boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type Counties on Long Island must contact DigNet, of digging on their property.Homeowners can - r 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling NOTE: ^ m 10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For NOTE: EXTERIOR SLAB SHALL BE DESIGNED FOR 250 FX-5F UNIFORM / yJ BEND WHERE ADJACENT prior to beginning any mechanized digging or excavation excavation work completed on personal property, LIVE LOAD OR A 3000 LB POINT LOAD OVER A 4"x4" AREA. ALL CONCRETE FOR BOAT LAUNCH SLAB TO BE 5,000 PSI. Ir",y—y, OPENING INTERFERES work to ensure underground lines are marked.Excavators it is the contractor's responsibility--NOT the ALL REINFORCING STEEL TO BE 60 KSI. and contractors can also submit locate requests online, homeowner's--to contact DigNet.Having utility O X through TIC.If you do not currently use ITIC,please call lines marked prior to digging is free of charge. 1-800-524-7603 for more information. U_ I DOWELS INTO 5L OR FT6 z L - 30 X BAR DIA. Z GRAVEL 5URFAGE NOTE: /.: (L = II ( EXIST.GRAVEL/BROKEN ASPHALT uJ a 04 DOVER TO BE RETURNED TO BOAT O 6RAVEL, SURFACE NOTE- 5TORA6E AREA AFTER COMPETITION OF o��/' / W O EXI5T 6RAVEL/BROKEN ASPHALT �" ¢� /. �� C.ONSTRZTTON GRADE TO MEET — I NEW BULKHEAD GAP,BOAT LAUNCH .�/�- STORAGE AREA AFTERCOVER TO 13E� TO 1�ON OF 6�-�z PLATFORM AND WOOD WALKWAY LEG��Q ��;?0 HED \O BEND IF NECESSARY GONSTRUGTION GRADE TO MEET � 3 � 3'- 2'-II'REF Q' a rT , NEW BULKHEAD GAP,BOAT LAUNCH �o/ �' 40 - PLATFORM AND WOOD WALKWAY o�> RECTAN6ULAR OPENING BULKHEAD / � W LEG © / / / BLKHO h-�`1 -- - PILE f"n � - - O (TYP) - ADD 2 #5 X6'-0"EF ° °° . ° ----- ----- --- -- -- ----- ----- - --- ---- - ------ ----- --- - - --� I TYP FOR WALLS 12" AND THICKER 4 ° O \ -­44a. ° e, a EN6INEFRs \ 411 g.: `�. '• �, ^• ' ; A.ad .` - ADD 2 #5 X 6'-0" EF . �r d ° E —� OF 1'.x,:1 LINE OF RAIL ABOVE-SHOWN FOR REF.PURP05E5 PROPOSED HAUL OUT SLIP P� TYP FOR WALLS 12" AND THICKER ' PROPOSED ° 't CONCRETE BOAT LAUNCH PAD VE ° 10 TON GGA PILES, 12"0 • 8' THK REINFORCED POURED TE 5HOHN FOR REFERENGE PURP05E5. N a, •• PROPOSED 5p00 PSI SLAB ° ° '° RECESSED STEEL PLATE • SEE LAUNCH PAD DETAIL FOR m I'.: 4-0 x 12-0 x THK PROPOSED VINYL BULKHEAD -0' REINFORCEMENT REQUIREMENT5 ° ° " • SEE 'STEEL PAD 6 CONCRETE BOAT LAUNCH', AND ASSOCIATED COMPONENTS SHOWN HERE N� J ��✓ ',' •' FOR INSTALLATION REGUIREMENT5 FOR REFERENCE PURP05E5 �< ° . FOR PILE CONFI6URATION,DE516N,ANCHORING A� 3496 REGTANGULAR OPENING ° , ° J PROPOSED BULKHEAD AND REGUIREMEiVTS SEE Dh�5P3 AND 5P4 10 TON GGA PILES, 10"Q _a 5HOJN FOR REFERENGE PURP05E5. .� �° F..I �,�- — i L a� JEFFREY T. R, _ a a.T n.G, '.e�'• d•�. .•°6 d ° ° . °, �� �: • � °•e;' �y" , ��' r.i':I i E3UTLE P.E. 1 " ° — — a d 'GE • 1= i ' GE_NTER U- 14 H PROPOSED 10 CAGA TIMBER o ° _ ° P/J' 'i BULK HAUL OUT PIT � ; , TYPICAL OF 9 AT LAUNCH PILES o ;' O 3 O BER PILES ( '•:I HEAD • ID ED GGA TIM I:.:{ a EXISTING PARTIAL SITE PLAN - PROPOSED LAUNCH PAD SEE GRADE BEAM REINFORCEMENT DTL ° ' /,' LEO D Ig2'W x 45.5'L6 1 FOR PILE EMBEDMENT INTO BEAM ' i' '' �';' � Q - A a j,' HAUL OUT SLIP WITH A CLEAR SCALE:y4. = I'-0" PROPOSED;GRADE BEAM ° ALT HOOK LAP 12 FOR #3, Q + + A c° ° 24 x 24' x 20'L(5 REINF.PL.BEAM,TYP OF 3 OPENIN6 OF ill 2' TO BE O '� �•� REMOVED FOR CLARITY = W O O m POSITION 17' FOR #4 cy X s° 300 P51 CONCRETE �jl�' , MODIFIED TO GREATS A HAUL GUT WF RAILS AND SUPPORTING 61RDER FOUNDATION E--�I v fn Z Z 4x BAR • ° . SEE GONG.BOAT LAUNCH PAD AND GRADE BEAM ° ,, , ±Ig.614 x 55.5'LG •• NORTH AND 5OUTH RAIL Q Q 3 O OR 4' MIN ° • ' SEE E FOUNL EAM REINF.DETAIL DTL FOR REQhiNTS / '' SP6 HAUL OUT SLIP WITH A CLEAR Z d- OCL ALT. a _� OPENING OF ±Ig 8' z (L — w O � O a . ./ .ad ., , dao TIES Q .� •Ll d a d• a `�� a r °�. ,� Q -� 1 EXISTING HAUL OUT SLIP PROPOSED HAUL OUT SLIP z O �p —°' PILE5 TO REMAIN 10 TON GGA PILES, 12"N w zW w O J p ALTERNATIVE ° ' I'•.:.� 5HOHN FOR REFERENGE PUF'P05E5 SHOWN FOR REFERENGE PURPO5E5. p� Z ~ } O CV 4'-5y4'REF DO NOT USE AS REFERENGE FOR LOGATITI=PURP05E5 O x LL O + + � ¢ LU `� Q EXI5TIN6 EQ REMAINING - I O O Q cSl = N N N SOUTH RAIIL _ _ BULKHEAD LE6-� 1 _ � O C STIRRUPS " _77 - � _ -_;Lj1i� /1 ��T�jl — . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . . . . . . . a O +6 'X' ORIGIN 2'�. , z 0,0 'X' ORIGIN In Z Z STIRRUPS AND TIES �i�•pdi �7 ORIGIN I �-� N O m �'-3' 7'-3" 4'-b' � NOTE: = N U Q • MOP05ED WD CATWALK FOUNDATION HAS BEEN REMOVED BAR 51ZE MIN. BEND DIAMETER MAIN REINFORCEMENT FROM THIS VIEW FOR PURPOSES OF CLARITY(SOUTH SIDE) 20'-0' SEE DWG 5P3 AND SP4 FOR INFO } ril /� - #3 - #8 b X BAR DIA BAR SIZE MIN. BE NI? DIAMETER 1 I D J l� C�� G �J C 20-IO}� �i t45�4 (REF) •C __,_ #g - #II BXBAR OIA #3 - #5 4XBAR DIA i J OTHERS SAME AS MAIN REINF. � M ' JAN � 1 2(}r� #14 - #18 IOXBAR:DIA PARTIAL PILE PLAN - GONGRETE BOAT LAUNCH Card ofld own P6 SCALE:Y4" - 11-011 es of 6 -'' trong's Marine Inlet LLC 2255 Wickham Ave.,Mattituck f c --- - - ` ! • • CTM#: 1000-114-3-1 1 (� t' 3/10/21 It �. �� !!! a _ -r - y> /. r ice_ �r� _� •` J, `_ .r�j0�.. a _ 6 f Strong's Marine Inlet,LLC , 2255 Wickham Avenue,Mattituck 5 CTM#: 1000-114-3-1 mob MWO Air I -A Pill 3 / 10/2021 16 ' 17 t F s f i V Glenn Goldsmith.,Pi mt ��S11FFOjb'�' Town Hall Annex A:Nicholas Krupski,Vice rresident ,��� A u 54375 Route 25 John M. Bredemeyer III C3 P.O. Box 1179 Michael J. DominoSouthold,,NY 11971 Greg Williams ��®� �a®� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: �,�1 b�2i �I: i5 Completed in field by: (� G'aIdsVVI► A En-Consultants on behalf of STRONG'S MARINE INLET, LLC,c/o STRONG'S WATER CLUB&MARINA requests a Wetland Permit to modify existing+19.2'x 46'travel lift/boat haul-out slip to create+19.8'x 56'slip, as follows: remove(without replacement)existing +46 If timber bulkhead ("E")beneath south lift rail ("Q"),extend existing south rail (to remain)seaward by approximately 10 feet to finished length of+56 If over slip,and construct+2'x 56'wood walk with handrail("M") along most seaward portion of lift rail, in place of existing+2'x 40'wood walk; construct+25 If of vinyl bulkhead in place of existing+24'timber bulkhead ("D");construct+46 If of vinyl bulkhead approximately 1 foot(+8") landward of existing +46'timber bulkhead to be removed ("C"), excavate and dredge+1'x 46' area between existing and proposed bulkheads to max. depth of-4'MLW(with 6"overcut),and use approximately 15 cy of soil/spoil as backfill, install new+57 If north lift rail (+56 If over slip) in place of existing lift rail ("P"),and construct+2'x 13'wood walk with handrail ("N") along most seaward end of lift rail, construct+13 If of vinyl bulkhead in place of existing +14'timber bulkhead ("B"); remove and replace(in-place)existing+18'and +27' sections of timber bulkhead with+45 If of vinyl bulkhead ("A1"and"A"); incidentally dredge +19.8'x 56' haul-out slip (within 10'of existing bulkheads beneath lift rails)to maximum depth of-4'MLW(with 6"overcut), and use approximately 77 cy of spoil as backfill; relocate two existing tie-off pilings seaward of slip, and on landward side of slip, install 4'x 12' steel pad within footprint of proposed+20'x 23'concrete boat launch (w/P.C. grade beam foundation), and re-grade surrounding gravel/broken'asphalt surface Reconfigure floating docks southwest of travel lift slip, as follows: remove(without replacement)5'x 170'floating dock("G")and adjacent 166' in-water bulkhead ("H"); remove and replace six(6)4'x variable length finger floats(attached to floating dock to be removed)with six(6)4'x 24'finger floats and associated pilings to be attached to existing+5'x 172'floating dock to remain ("J") Located:2255 Wickham Avenue, Mattituck. SCTM#1000-114-3-1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 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 Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: I II Unlisted Action 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: sk�-O,; -I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J. Bredemeyer vl M. Domino ✓ G. Goldsmith N. Krupski �/ G. Williams Other DECE WE N JAN 11 2021 77DAL WETLANDS BOUNDARY AS DELINEATED BY Southold Town EN-CONSULTAN7S MARCH 11, 2014 Board of Trustees 3� 2 TB 6.0 SURVEY OF PROPERTY A T MA TTITUCK �G� �i SPS TB 5.8' TO WN OF SO UTHOLD GN/0/F AU AGARABI REVOCABLE TRUST SUFFOLK COUNTY, N. Y. Jo PS +5e`,� /i s83 • '/ /�6 14TOCKPE '\ 670 DWELLING RETAINING DWELLING 1000-114-03-01 / FIS PUBLIC WATER Z 5��' w AWING WELL SCALE. 1'--40 �O TB 6.1' / / ��O C ING \ 1 FR. ARBOR � ry \ \ TIMBER SEP7EMBER 1lnd / PA /} `rev.\ RAINING MARCH 18, 2014 (WetloFlogs) 7TTI / LAWN AREA OCKADE BENS +21.,' SEPTEMBER 9, 2020 •PS / / / / % /;' ��;°�ti , FENCE ., °R SHED 22 DECEMBER 10 2020 (MARSH GRASS) tt_ �`�O ' TB 6.0• / // // �,� ?�/} c CHAINING O °�1°F i G �P �� // / / �'� q- AREA °oma ,hd E G�">F`\ �z 1 �� ��. / / / / a�� } �� // fo-., EOG °� \ 0 kp VL 10 �y v /TB 5.8' / .::::::::::: ....::G+ ?�'��O } OVER PAVER PATI e0 , //�f 5�END \ 2O�_ 0 11 NQs •PS / / :;:/:: : : :::::I :+/�„ QP + +13.7' / oN " �� +,9.2' 'Ac^ n :::: .:: : ::•;:•:•;:.;.;. + QP + / FEN.COR. \/*'CLF AROUNDGRAVEL ` �y R/0 PAVER PATIO 0.9S a.7' / ' DUMPSTERS \ OVER \J P� *PS // / :: /} Q o /+ LAWN I �s �� \ BROKEN / :::: / :: ::: /+ h P 14.5' AREA WOOD Q PORCH ' . \ ASPHALT +18.8' :::..... +6.3' 13.8 + +17.1' +1B.5' kQ2 / :::BW1 11.8 +/ 14.0' Q, AlP� / a WOOD PLATAC UNITS ON J�v<o� TS 6.0' :':SANl9::AREA.::: `+ `�?• +/ Q � 45 \ i ° �.�� / 6.4' \ 18 /LAWN AREA :# DWELLING i3.9' / +17.7' N°x / . PUBLIC WATER / \ + / +16.3' g0/ wN. :;:;:;: :...... }/ 15.3' / 17.1' +17.4' k N • c�'•; ��V /// I Co►vc I +/ R/o LAWN AREA +17.4 OCG Ooh ELEC. PANN L WAR 1E `::::':_:: ::::::;:;:: -X/ ,lF' PATIO +,6.2' �O STONE ya LP •ry Q-TRANSFORMER / 1 14.5' �� / SNS 16/ WALL / • ,yr0 TB 6.7' / ��� RGR- 17.0' +17.1' 299.7' EDGE OF TB 6.8' / / LICH Q Q\ / • /0 +6.5' �/ O/ ' PO ti GV J�/Q WELL / ASPHALT / • • 1 b TB 6,8' / / / a CONC. / TIMBER CURB COVERED O \ �G• , / 14 +12.3' TABLES C.136 , �C / 0� O\ 8 /' • • / +7.1' ' / � / N •t�7'9 69' s� . / / GATE � TB 6.7' / // / F� 18 9' O O O O O kNERATO p,sPOPA� CV�g X-_X X_\�� +1 •O . MBER O CO RS \\ / \\ i i \\ +13.3'\� / 1 ALLNING o 0 0\ \\ /^x � DWELLING 1 / / +15.0' ra s.7' / / / / 1 'c1 \ \O `oo PUBLIC WATER Z I +7.4' +16.4' O/ \ � O F / LAWN AREA / / / 1 4 LAWN AREA x 10 / FIRE/ GAZEBO SWING / \0Q 1 PIT \\' 3� \\ N n� �\ +11.2' � �`�� Te s.s' I / / +,5.r s.`-, 2 \ seed. �1 GRPpE\"NES 1 \ 0- `SPG 1 / +10.6' / / \-10 \y I I �� ODD xvy N TB 6.7'1 1 FLAG / / +13.1' / +15.4' TRANSFORMER RAIL LRD CONC. STEPS & I POLE/ PAD LANDING \��NG ` +9.5' \ W PSP�PA'C INCE / w 1a.2' �P, •eV i COs x�y �4 1 / e 11.2' -\ o 5 �-7' 1 I fLEC. PANEL CNP�N N� 68 s'� �• /x TB 1 I +10.7' / &WPv TW 14.6' METAL LANES ���l1�NG BW 11.8' / �./ CONTAINER o 1 I / +12.9' I G � Fi P 6 + +9.6' // 15.4' GENERATOR TW , BW 11.2 TB 16.7' / 70 g 'F FUEL I , +10.7' / STONE +14.3CONC•NE1 O G� / / '�► • PUMPSI / WALL l °�SPNKS O O ���� +10.3' 2D°gGRP�Og �P`'pyP�, �pG``O� �// �/ // / +3.2 e�. SCA TB 6. a 1 s� !6,yF p 190 0 / /X/ �' 5N \ 14.7' .1� !,n' 2� Qs / X i j- R I ASPHALT CONC. 9tiF i TW 13.7' / ' METAL 4p•0' • LIGHT \\ ���� i BW 10.9 / CONTAINER /' ky_-- :. TB 6 POLE 1 1 LIGHT O��P .11Pv // y , / W 4.4 --- - _k ro BLDG \ ASP HALT POLE G a�pJa �P\N\�C, BW 11 TW A / / �� +9.0' / %, // T' N86 + »--TIE JNE �� DWELLING - - R� +10.4' .�o /� �� 7321 W 126.13' _-- PUBLIC WATER 1 \ FF-14.1 F oo Tw 13.1• M ELECTRIC PA EL - z +9.0' \ \ o� �� GRAVEL � � -- m t OVER % �, ' TIDAL MARSH ' z V 1 ❑ TRANSFORM R PROPANE \ �f'A TW 13.5' BROKEN +9.0' F X71 TB 6.8' 1 \ TANK \ PNIC IX GAP BW 11.0 / X/ �39 I' �� 0 1 \AREA /, ASPHALT / �� k VEGETATI ON I \ Z TW 12.0' I/X +8.8' _X/ kk \ MEPC N�y � BW 10.7 / 4 /X/ 1 � FIRE PIT 1 �� C.B. _ _ / \9 •�Z _ XIX kkk TB 6.7' I I 10- 9.2' ,-- X� o TW 7,2' TIDAL MARSH 8' / v1°° BW 3.4 +6.4' 1 +,0.9' B 11.6, +9.s lao0k� - �X/X - � � _� VEGETATION +9.6' 1 ASPHALT -TB\6.7' \ 1 +10.7 / / � •q.� � BW-2.2 TW ,0.9' /- 8_ +s.a' / / / 6 .Z�o��c PANEL `+6.1' \\ \,o,LAWN AREA G�P��/ OG' RAIL 7.3' - - - _ - i X\ / /C 3' 2 6'V IIIPS / RAIL 7.4' ' --' ` \� , RAIL 72' - TWTIDAL MARSH 6.T \ \\ / RAIL 7,3' +7.3' - ; BW cpVEGETATION K +9.5' \\J/y1° TB RA ,IL7.2' ^ . t �� B/ 0 // Gc �+6.4' 8TB 6.8• RAIL 7.2' o B 6.7' +9.6 / RAIL 7.2' ho +6.9' N'l J� ATS DECKING RAIL 7.2' RAIL 7.2' / TB 6.6' \ //qF�� �P TB 6'6. ATTACHED TO TB 6.5' �o +6.9' GRE O�lT �p TB 6.6' S BULKHEAD RAIL 7.2' / OC�� \\ OG�Pas� �O� °° RAIL 7.2' / / • • FV OQG G TB 6.5' /Ivo GyF �• G •+7.1' ��o //�•y9•��J ' TB 6.7• +7.0' TB 6.4' O G TB 6.3'JETTY Pte? O TB 6.8' 7' 209 60 JETTY %, EL-4.3' • KEY Q = REBAR ® = WELL ® = STAKE ® = TEST HOLE ® = PIPE 10 = MONUMENT f = WETLAND FLAG = U77LITY POLE = HYDRANT = LIGHT POLE 7B 6.8' = TOP OF BULKHEAD ELEVATION UPS = POWER STATION TW 13.0' = TOP OF WALL BW 11.2' BOT OF WALL +8.8' = SPOT ELEVATION OF NSFyVr • =WOOD PILING ELEVATIONS REFERENCED TO NA 88 ANY ALTERA77ON OR ADD177ON TO 7741S SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW CERTIFIED T0: r- �ry,.•,._,n� , YORK STATE EDUCA110N LAW. EXCEPT AS PER SECTION 7209-BUBO/VIS/ON 2. STRONG'S MARINE INLET,, LLC CER 77F/CA77ONS HEREON ARE VALID FOR 7H/S MAP AND COPIES THEREOF ONLY/F SAID MAP ORARE-8.8015 ACRES STEWART TITLE INSURANCE COMPANY .Y.S. L/C. LA0. 49618 COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. PECONIC"SUR I/EYORS, P.C. TO TIE LINES (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 SOUTHSTREET D, N.R 11971 88-726 BASED ON ORIGINAL SURVEY' BY: \\ TB b.0' TIDAL WETLANDS •,•• r i TO 59' p1bN 800-272-4480 81 I # " *;' , •• _ "o � � BOUNDARY A5 of N�V1, YOpK CITY PEGONIG SURVEYORS P.G. cis 'tiD` DELINEATED & LONG 15LANP www.di netn cli.comorwww.call811.com BY EN-CONSULTANTS (for other states)P.O. BOX GO9 OO + "a"; «i + � •x �• ..`' T5 50' MARCH 11,2014 1230 TRAVELER STREET �'j G� N/O/F7 \ 2 By law,excavators and contractors working in the five For safety reasons,homeowners are strongly ALI AGARABI SOUTHOLD, N.Y. I IG"11 ���s ji TO b i r-_ (1 boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type ` •»:.",..1n .* '`4 'a-'�$ '�» (631) 165-5020 FAX(631) l6�>-IlG7 \ 5./5' S�O REVOCABLE TRUST Counties on Long Island must contact DigNet, of digging on their property.Homeowners can �' 1-800-272-4480 or 811,at least 48 hours but no more than contact us direct) at 1-800-272-4480 orb calling SURVEY DATED: 09-13-2013 // �' /--- �� �6i \ GO1� 10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For / 1 r tt RETAINING LAST UPDATED: 12-10-2020 TOGKkf�E .J O r �J prior to beginning any mechanized digging or excavation excavation work completed on personal property, FEIJGL/ I (�t AO WALL ^ / O a � I A IAC ` ` work to ensure underground lines are marked.Excavators it is the contractor's responsibility-NOT the TE 6 1' / \ �H„NJING and contractors can also submit locate requests online, homeowner's-to contact Di Net.Having utility / / 1 - (SOO \ TIMBEP q 9 9 Y „ i " ,.. ' APPLICANT: // AF/EA h POOL PAVFE EXIST. STORM DRAINAGE SYSTEM �v \ through ITIC.If you do not currently use[TIC,please call Ines marked prior to digging is free of charge. - / // FR.APBJR-� \'\ 1-800-524-7603 for more information. _ \ kETAllllllG w' STRON6'S WATER CLUB Fri ^�• // / Pv �PAVEP/ j _,/ FL.EL. = 136' (2) 8' DIA. x 3' EFF. DEPTH 7lC ( +3 WALL +- 2255 WIGKHAM AVENUE \ / ��' s F� FEN' I'ADE LEACHING POOL / J 22 ` .. MATTITUGK NY IIQ52 // / / / 'r WE v,, SNEC 5G0 / `� �F� � � PE O� WORK• �k. / // / ( �GNAININv aE EXISTING �. p r4;' Ex.R''0 AREA �� / of wooDEO I. IN5TALL TEMPORARY BARRIER BEFORE PROGEEDIN6 WITH ANY 51TE WORK. NO DEBRIS r _ _ } s +_ b / / J C� 0 a \ 1 \ 4 f' �4,.y�k R {y PAVED - - o v SHALL BE PERMITTED TO INTO EXIST.OR PROPOSED CHANNEL OR OUT5IDE DE516NATED1- '' )�=. �,! .•"_ t.' i#.' ' PATIO �S �� / J�F_ AREA ` \ tJ� I� , 4 1, ; d, e AREA OF WORK. � MATTITUCK � �S / // // // �o% q'+ �J'�/ �xU�\v\ h �, 2.5EE COMPACTION NOTES PRIOR TO ANY 51TE WORK. s i; •d . " " *, �, / �/ / q \ ea ti^' ` 3.CART ALL DEBRIS TO AN APPROVED UPLAND SITE. / / j / o� / / \ -20` 4.CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO DEMOLITION AND CREEK g' o FR.APBs P "i TO 5. /���Q // / / \ � 0vP PAVER PATIO I �O; PROPOSED WORK. ce , .y ryn o MON > a2' EX15TING 5. PROPOSED LOCATION OF MACHINERY WHI DONS MEAN HIGH WATER EXISrING GRAv>L \ LE TRUGTIN6: GRAVEL OVER J A. WORK DONE FROM UPLAND BOAT STORAGE YARD: 6 BULKHEAD(ALONG TIE LINE / / , i CLF AHOU10 „ \ 1 // IXJMP5TER5 \ BROKEN ASPHALT DREDGING SEAWARD OF OF BULKHEADS(AT EX15TING HAUL OUT 51JP AND PROPOSED EX15TIN6 LAWN wOOD �. �� \ a.s' // N),SEE VIEW 4 ON DWG 5P4. '`+ i ;4+ s_ s •p ^ I \ SLIP EXTENSION), '' �' .•- � / AREA POI / I. REMOVE EXISTING HAUL OUT SLIP NORTH WF RAIL AND 5UPPORTIN6 PILE/61RDER f' ° •.. R'.f i "`, °< :'. I N-GROUND ^` �a + 4 5' -�1� n.i' \\ FOUNDATION. EXISTING +,. SWIMMING AG UNIT5ON ��o / \ ' 2. REMOVE BULKHEAD AND RELATED PILES AND ANCHORING® LANDWARD EDGE OF s / / SAND AREA 40'. POOL ;� + YOOD PLAT. a / HAUL OUT SLIP. • _ " "„ " TB 6.0' / I \ �, ��•A ,� ��' / OR __ 3. INSTALL NEW VINYL BULKHEAD,PILES AND ANCHORING A5 NOTED. 4. INSTALL NEW NORTH RAIL SUPPORT PILES AND SOUTH RAIL EXTENSION SUPPORT .,. +163' +n.1' M. PILES // Jti i +ss' +17.4' RP ti 5. INSTALL NEW NORTH RAIL AND ADDITION TO SOUTH RAIL. - ,',�, .., ,�.• �,. - ,.'',N ° 0ti 6.BOAT LAUNCH PLATFORM 4 RELATED COMPONENTS : ''� ' , 'r •" ° A. INSTALL PILES AND REINFORCED 6RADE BEAMS. Q) +162' // Qy B. REVIEW COMPACTION NOTES PRIOR TO POURING CONCRETE FOR REINF.P.G. * "` ;; r s", ELEG.PANEL/ � �� Q'-TRANS 'TER / EX'CONCWALK LIGHT 4,5' / // G��ti / ti�\�Q°Lti �� / BOAT LAUNCH PAD. LOGITI01� MSP POLE �• R n.I' G. INSTALL REINFORCED P.G.BOAT LAUNCH PAD. / 10 FoCF of ASPHALT D. INSTALL STEEL PAD TB 6.8' / / -ALE = I° = boo'-o" 0� / +b.5' / 1 4c 7. INSTALL NORTH WOOD WALKWAY/CATWALK AND HAND RAILING PER CODE. b Op // o N 1 y �G "' f c� // �I / 8. INSTALL NORTH AND SOUTH 61RDER5 FOR CATWALK SUPPORTS,GATWALK5 AND / HAND RAILS TO CODE. ADD CATWALK 61RDER5 TO SOUTH RAILS EXISTING PILES 0 / / - WHERE REQUIRED(CATWALK TO BE SUPPORTED AT EACH PILE OCCURRENCE) PROPOSED SITE PLAN OF: k Q EX. FR. BLDG EX 15T. r �� •(0 / / / � � �}' � �-' -- FF \ WELL PIT / � / / / / / \ - / AREA= 1,301A 50 FT GONG. / 14" c.e. l C1. GRADE AND COMPACT DISTURBED SURFACE AREA ALONG REPLACED BULKHEADS +123 �! COVERED o` a q / STRON6'S MARINE INLET, LLC TABLES G^ ' / / D HAUL OUT SLIP CONSTRUCTION AND BOAT LAUNCH PLATFORM. a / STEWART TITLE INSURANCE COMPANY ° // ��', x EX1 T.GATE �� • D. B. WORK DONE FROM BARGE: 2255 WIGKHAM AVENUE, MATTITUCK, NY 11452 / EXI5TIN6\ Ex.GEN cA - +12. COUNTY OF SUFFOLK -re 61' / / / / t STEEL 60VEA6 30. EXI5TING / \� ,. +I333\X \ DREDGING SEAWARD OF OF BULKHEADS(LOCATED AT HAUL OUT SLIP o (RERJTED LOG OF\EX. ASPHALT / _ �\ \ / AND SLIP EXTENSION),SEE VIEW 4 ON DWG 5P4. TOWN OF SOUTHOLD NOTE: 5ANITARYo 5Y5TEN /\<f I. REMOVE BULKHEAD SECTION AND 5UPPORTIN6 PILE/61RDER 5GTM: 1000-114-03-01 MACHINERY ACCESS 15 PROPOSED FROM FOUNDATION(LOCATED ALONG SOUTH RAIL). EXISTING BOAT 5TORA6E AREA AND BAR6E. ,Z I / / / +IF n 1 1 \ cit• ° ° \ � \ \ Fo 1 TO b.T I / / / I ° \ 2. REMOVE BULKHEAD 5EGTION5(AND THEIR FOUNDATION/ SITE DATA: / / �' / \ ANCHORING 5Y5TEM5),EX.WD GATWALK Zvi (SUPPORTED VV T 1 I / I LAWN AREA GONG. / -o v 0 / / / �� \ �� PILE/61RDER FOUNDATION SHALL REMAIN AND BE USED FOR RE-BUILD, ZONING DISTRICT: M-2 (MARINE 2) I / FIRE / \ 6.AZEBO SWING �. � � / \ n 2' f 3 3. INSTALL NEW VINYL BULKHEAD,PILES AND ANCHORING A5 NOTED., ^ •� I EXISTING PROP05ED F-�-'I O Ply/ \, / /� \\ Do21 \ l \\ f PILES TO MEET THETMSTIN19 FLOATING DOGK TO REMAIN SHOWN). SITE AREA: 8.8015 ACRES N.G. - 8.8015 ACRES // / +15.1' E " (383,3Q334 SQ.FT.) Oa3,5034 50.FT,) d) � 1" +106' // / �'� �v �` 0 00 1 x / // 15.4' RAIL C GJNJ. 5TEF'5 8 1 + _ x �� O i- r -T66.1' ' II EX FLAG / 3,I' / j LAII�ING EXISTING BOAT �p� \, j ��, PROPOSED ALTER:4TIDN TO EXISTING H/�UL OUT SLIP a = = I (C POLE / / j�� \N� (E / 5TORA6E BUILDING I 3� OVER ALL SLIP ALTS: EX15TING PPOP05ED PROP05ED �In w Il II / / / ���i FSP GAP\fix FF=103' A-i D: TAG: COARSE: ENGROAGFMBNT r"'� V_ // / // j\eo / b� AREA=25,115.3 50.FT. m / K WIDTH t142' 11elb, 10.6(69 LANDWARD ((� Q X / ELEG.PANEL, ��\% METAL / T ' ' y L LENGTH 1455 t55S +10 SEAWARD 0a l01' / / SroRACE s� / / / WALKWAY 4 CATWALK ALTS: EXI5TING: PROPOSED: PROP05ED FINAL X LL CONTAINER +�Y''' � / c l��V" zq' �\ TAG: ENGROAGHMENT: 4 \ i iFE11EPAT01: \ � / too'ITBw 116' tlo'SFAwARO ft' � � z O _ NA. fi3' tA5'SEAWARD t13' TB A, / / �1 L (� c4� 32' tl I I +lo T' STONE 14.3' °° OSE N5 �� 200�0 �i/ ��/ // F� (� C�,t�U WALL SA ;,I / +10._ \ ° <E ' � c /x i/ �� HAIL OUT SLIP;.AIL ALT5j EXI5TIN6 PROPOSED PROP05ED Q `� EA.FUEL s i TB .f'I/ a F'1HP5 LU EXIST.\ \� 4.1' \ /: vjqT G % FX MLT /�i i' TAG: LENGTH: ENCROACHMENT E'• 1 1 GOIIG. l 1 / E'` RAj4P I i FxiSTiIJ�a SALT ( �: 3q� �.� ;,�� T R ex4o, _ �� 6 � � P(NORTH RAIL) t4b (TBR) r51 LONG t0.6 LANDWARD E k51 EXISTING �P" - �- 6RAVEL1oVER % TW 4' '��_ `' PLUS TRAVEL tl0'SEAd^UIRD O N q.o ENS 0(SOUTH RAIL) VII (ETR) HOA LONG +10 SEAWARD 1120 m r T, LIrNT � ASPHALT f UPLAND) w I POLE I EXIST.F BUINDING: \ POLIGNE\,, ��,�•�' � `\�Y� / / ��T BROKEN ASPHALT \���FiG�' TIE LINE \ � �� TE E/5' I AREA = 15.8 SQ.FT\ 412A, ° / r G�Pte_ �i v 1 V t86 13 21 11W IN, EXI5TIN6 TIMBER BULKHEAD LE65'A'THRU'E'5HALL BE REMOVED. JI� I \ FF=14.1' �P\�\ 126,13 r PROP05ED VINYL BULKHEAD SHALL REPLACE EXI5TIN6 WHERE SPECIFIED. � J u W 1 I IP,ANELEG i \ �6 0 / EXISTING / �i (SEE BOXED NOTE FOR PARTICULARS) rT �' I ILJI +q.0' \ \ � � / / GRAVEL OVERTH i' t wf '1 `D DEX.xFRM I U/6 BROKEN ASPHALT q.0' 2 C Il I TOE'.8' I PROPANE \ \ EXISTING ��r / j � ` '/ W b l ( 55 PICNIC AREA �/ WPB EXISTING /` P�P�� GRAVEL OVER /• •/ MATTITUCK CREEK BROKEN A5PHALT I 1 B. 0 --- / �� / MEAN HIGH WATER ./ 10 FIP.E PIT �x o -\ \s� - _-- � \ 3 A BULKHEAD(ALONG TIE LINE) PROPOSED 1 I \ EX15TI 11 W x t4b CGH/titlL ?c q.2' p�J N� 3'� � _ ,� - ENGINEER, / `� TW 12' TIDAL MARSH LONG,BOAT LAUNCH TB b.l' I \ OU ,5 IP WITH\A CLEAR OPENING \�,� \NG�p� ,_- 8 ' J /� \ SSW°� VEGETATION •• WPL. FaINVATION �E BEAM ^ '( I N�� 6 4' 1 I to q' F ±-19.2' TO BE\MODIFIED TO EXISTING GRAVEL \5� Y ti \ +1.3 BULKHO P \\ \ GREAT)= ±19.8'W x +�`b'L6 HAUL OVER / /\ PROP05ED ALTERATION TO EXISTING BULKHEAD LAYOUT RAIL'.. `� ® LE6 [TIDAL MARSH LINE (VE6ETATION) I ' A- BROKEN ASPHALT ;•x12' ,,p. OUT SLIP WITH A CLEAR OPENING / w M ` � t�R / EXISTING EXISTING PROPOSED ACTION: FINAL 'C' Q AA+10.1' OF tIG.B' a / N\C BULKHEAD, LENGTH, LENGTH, BULKHD LE6 D �, 0VTIDAL MARSH \ dEXISTINGF / / PN L\� / TW,: , , RAIL t,�. VEGETATION mss;,• GRAVEL OVER n tY \ W ME t�E LE6 A t21 REMOVE d REPLACE IN PLACE t21 I •�; ...�' •� �' �., ;( , n \ /w-8 _ _ \ / \9N5 / 5H 2.2' 13' j;... BROKEN ASPHALT r/ ti - W X \ \ u I' - - \\ P/ LE6 AI fib REMOVE d REPLACE IN PLACE ±1b, �{ N Z LEG,B' f14' REMOVE d REPLACE IN PLAGE ±I3' a �� ;1 / - LE6'G' f46' REMOVE 4 REPLACE AS NOTED t46' �ti SOUTH 2 O 000, \ \ \ // / \ RAIL 1,4' Bw SEE VIEW 2, DWG SP2 LE6'D 124 REMOVE 4 REPLACE IN PLACE ±25 �b ®RAIL /':' ;'`: x fids BULKHD 2 FOR PROPOSED LE6'E 14b REMOVE OD, eliy 4x12 \ G .` O �SSIO P �p �. /� ��r. RAIL 72' M r� _ r 3 s , , \ , X?•: .)k LE6 I N Ooo � TB 6.T'\� \ / +. � +13' �! DEMOLITION T l':�' y� b b' 0 �1 TH b.l' SP2 o AREA OF PROPOSED INCIDENTAL PAIL 12' O M 13NJ 2.a' SEE PARTIAL PLAN, EXISTING TIMBER BULKHEAD LE65 A THRi1'E SHALL BE REMOVED. STL PLT ':• r,, i a o \ \ / / `r PROP05ED VINYL BULKHEAD SHALL REPLACE EXISTING WHERE `r !': �� NORTH DREDGING OF EX BASIN l^I/tN 10 THIS AREA .JEFFREY T. BUTLER, P.E. �/ �\ /// TO b.8' \ "� SPECIFIED. (SEE BOXED NOTE FOR PARTICULARS) BULKHD /': P RAIL OF BULKHEADS TO MAINTAIN A BLILKHO (� MAX.DEPTH OF-4 MLW(t) RAIL 12' / �\ LEG E ° ", :., :' [-53'NAVD88]WITH A MAX W LEC' (X N Q 0 i PROP05ED BULKHEAD REPLACEMENT, EXGAVATION SPOIL .:,: ISrING 1q2 �.• g' � _j 0 \ �^ �, H OUT SLIP I :: : r :: OVEP GUT OF b.0 s Q a- ,�%/ +v.q P� \. .t. : �� �oo� A. APPROXIMATELY 83 LF OF EXISTING TIMBER ELILKHEAD TO BE D. EXCAVATION AND SPOIL TL OTY: IA2 GU.YD.OF SPOIL �� O ENING OF t 4 ' :... APPROX.GRO55-5EGTIONA.L MATTITUCK K = O RAIL 1.2' `moi B" REMOVED AND REPLAGED(IN-PL"WITH 83 LF OF PROPOS® M D FIEi7 TO A' `A AREA: 167 SF F \ TO bb' b.G' ��c °/ c \ 'i�/o ~ 0�� VINYL BULKHEAD. " APPROX.IIA x t46 L.F.LF.UPLAND AREA TO BE EXCAVATED/ ( C F, �k P TBh.b' F RRIL 1.2' P %'/ `'•;\ "':t:'i.`� APPROX.VOL: 177 C.Y.SPOIL 11 oc� CREEK �+y/ DREDGED TO MAX.DEPTH OF-4A(1)MLW[-5.3Yt)NAVDBB] LEG 8'HA5 DEGREASED BY 11 LF CUE TO THE LANDWARD WITH A MAXIMUM OVER GUT OF 6.0'FOR 1'URPO�E OF O / "" tI PxWwGLEA�t pi �::::�,' .� (RETAIN FOR ON-51TE BAGKFILL) \ MEAN NIGH WATEP. Z O }- dc�// sP4 ✓1 ' RELY-ATION OF LE6'G'. M /i;,:`'� A ' t::: • . lSl '' ' , / @BULKHEAD CQ O � WIDENING EX.HAUL.OUT SLIP BY Ob7 (8). APPROXIMATELY / � I tIQB � � '� �,L `'/ ` \ �• o`er / ` LEO V'HA5 IWREA5ED BY H LF DUE TO THE WIDENING OF THE VJ000 2 ::; 5 IS GY OF COMBINED EXCAVATED UPLAND 501E MATERIAL / '`;`'•::: NOWOGM7 (ALONG FIE uNE) ,��// J3 bs' AND DRf�SPOIL TO BE USED AS BACUCFILL. / \ x 'b - WALKWAY W O CQ Q EXISTING HAllL OUT SLIP. CATWALK t: O PILES TO BE REMOVED B. APPROXIMATELY 46 LF OF EXI5TIN6 TIMBER BULKHEAD TO BE / `'• -J t \Go R O APPROXIMATELY f19B LF x t5b Lf.AREA TO BE DRB?C� / \ A �' BA.SLIP® L 3.�' ?:;;i':;4 ', ({� } PQ j ,/ �.• AND RELOCATED PER REMOVED AND REPLACED(A5 NOTED)WITH 46 IF OF PROPOSED BELOW HAUL OUT SLIP TO A MAXIMUM DEfiH OF-4'MILK FOR / (-4.3'1 NAW ©BULKHD O v Q Q 3 / LEG TB<.T' J DWG SP2(TYP.OF 2) VINYL BULKHEAD. PLRP05E OF IN(REA51NS DISTANCE TO BOTTOM OF BA51N. SOUTH D6ED TOM Z TB 64' f\ ts� G. APPROAMATELY 46LF OF EXISTING TIMBER BULKHEAD(1_156V) APPROXIMATELY TT GY OF DREDGED SPOIL TO BE U5®A5 r �` // L l l Q [ OL H' \ s� Q A MSI.(-5.3 t NA X88) L ''n :t O WOOD CATWALK Q - F- /o + O D"• `(\ n r TO BE REMOVED. BACKFILL. / r. F i FOR PROPOSED WORK �c' RAIL � '1'x•�r �, - LL O NO REPLACEMENT HA5 BEEN PROPOSED. SEE VIEW I ON DWG SP2: '�' -r7s / .� ,o Sf O LLj O Q Q c s t T�BED GEd) 1•:t'•. i/. + �j / swoop,, INCLUDES THE FOLLOWING / x-4.6' 0 �P - J \� MODIFICATION/INSTALLATION: BULKHD / \ �4. ��' ^^^^^ 3 TB63' ^ �, ZO / ©,• _: F �� �- HAUL OUT SLIP EXTENSION ��� A�q \ / a Z O lY� O TB h8' \"< JETTY EL=4.l' PROPOSED "`►�• ` BULKHEAD REPLAGEMENT,� ^ " ^ �P LE6 E RAIL Iv 5 - -4 / G e P/ \\ '� EXISTING BULKHEAD 'H' AND 5'Wx±ISO' �' LINE / SYMBOL LEGEND: �,g� /// x7;2' rb BE \LOCATEZ9 `�, ,po , ' \� Z O O ^c/ ALTERATION TO EXI5TIN6 DOCK AREA LAYOUT CONCRETE BOAT LAUNCH, / s,�� �, w X Q �� © / \/ FLOATING DOCK 6 TO BE REMOVED; PROPERTY LINE RAIL REPLACEMENT AND EXTENSION , ` '�` �' p� E-•I \j X LL 0 pPj + EXISTING FINGER FLOATS 'A' THRU 'F' SHALL EXISTING FINGER DOCKS: WOOD WALKWAY d CATWALK REPLACEMENT, To /// •.. ` S ��� � EXIST.TO PROPOSED SETBACK LINE G K �-+ MATTITUCK CREEK FINGER DOCK EXTENSION 4 6RAVEL/BROKEN /\ O - ��,� ►- �, o �, � , � "` BE REPLACED WITH(b) 4 W x 24 LG, FINGER BE REMOVED: REPLACEMENT: 'ka 't� ,'.. �, �, o = C •�tJ` A t4'xt2O' 14'xt24' EDGE OF WETLANDS ASPHALT SURFACE RE-GRADING. o O� RAIL_ �Ao. Cr�K _1 jJ_ � MEAN HIGH WATER �' I FLOATS TO BE RELOCATED TO ATTACH TO i x.1.2' Off` V_ ® \� B t4 xtl8 14 xt24 _ _ _ _ �O O O c . . , , , , EDGE OF TIDAL MARSH , , , , , RAIL ® BULKIfAD(ALONG TIE LINE) \`, EX STING F AT NG DOCK J (±5 Wx 72 L G t4'xtlb' t4'xt24' BULKHEAD Il0 V 4 �- F .................................... OGK�'6' 0 BE TO REMAIN (SEE 1BOXED NOTE FOR I D t4 xt16 t4 xt24 EXISTING TO BE /// x1_' +\y �\ SP4 Fx EXIST tlbb LG AND 5 t �o� 1,. ____________ FLOATING D B MOVED; SOUTH PILE O O E t4'Xtib' 14'xt24' REMOVEID/RELOGATHD , , , j \ �t �P •• Dc � PARTICULARS) EXISTING FINGER FLOATS A THRU 'F SHALL 'w`^^ /; Q R I ° n Z Z W F ±4xtb 14'XQ4 FENCE BE REPLACED WITH 6 4'W x 24' G FINGER 6 '/ O Ex15TN16 -� EXISTING WOOD FLOATING DOCK TO BE REMOVED: ( ) L R PILENV O EX.NO 6 1110' L6(NO REPLACEMENT PROPOSED) �\O TCO ° I EGONTOUR PILING EXISTING WOOD BULKHEAD TO BE REMOVED: 6 FLOATS TO BE RELOCATED TO ATTACH TO 5P4 �'; ( UTILITY(POLE CQ) � � \ EXISTING FLOATING DOCK J TO REMAIN�,..�` O ATIN6 DOCK � lJ E. \ c� H tlbb LG,(NO REPLACEMENT PROPOSED) (SEE BOXED NOTE FOR PARTICULARS) `�� EX15TIN15 WOOD FLOATING DOCK TO RE�•tAIN� x62 EX,SPOT EL. �� ,' `. TD BE REMOVED EXISTING SITE KEY PLAN JETTYEL=4.3' 0 EXISTING PARTIAL SITE, Y PLAN PAGE: J 1112 LG(FINGER DOCK CANNEGTIOW ' PROP05ED r, , i��` i EX.WD EULKHD 1 WITH NOTED DEMOLITION AND CONTOUR 6 EX. 4'x6L6 %� Q ,%' OREMO BED ti WITPL NOTED DEMOLITION AN 1 JAN 11 2021 °p SEE DWG SP2 frBDJ LIGHT Pi05TC D \\� �,� FOR PROPOSED MONUMENT xb2 WD. FINGER DOCK - 0 11 &"-> �� PROPOSED WORK OVERLAY PROPOSED, WORK OVERLAY KEY °� TO BE DETERMINED Q PROPOSED TO BE REMOVED 0 . , �� Southold Town / SP2 9 WORK IN THIS STAKE (ETH e' SPOT EL. O �' ��'' OQti Board olf Truste ,s ` 6A5 VALVE D4 AND REPLACED , �� , , / AREA HYDRANT EXISTING,TO REMAIN W/4'x24'LG ; � ;�: p_ ' -� 'S'r (IBR) WATER VALVE D4 WD FINGER DOCK �� �� �� FLOW ARROW To BE REMOVED MANHOLE COVER MH �� ��� 10 5 0 10` 20 30 40 40 20 O 40 80 120 160 GRAPHIC SCALE I 10-0 GRAPHIC SCALE I' = 40'-0' '' %� , O FLOATING DOCK TO REMAIN O / ou Z-j a 4 % J, 7 0 lo -x • • COMPACTIONA -M 4 % -Y (BEHIND PROPOSED BULKHEAD HALL): '00 SUB GRADE L%a 0-1 -Y GENERAL < • • TN(7.T ORAVEL 5UkF66E NOTE RH GRAVEL OVER 2.q' I.IN ORDER FOR THE PAVEI-94T TO BE DURABLE,THE ab 6RADE MUST BE PROPERLY 4 j�:". .0-%o.-.r a " * T .6'• BROKEN ASPHALT PREPARED. THE CONTRACTOR SHALL PREPARE THE SUB GRADE IN ACCORDANCE WITH % -* EXIST.GRAVEL/BROKEN A5PHAL LT -Y EXISTING r •r-� •• THESE 5PECIF16ATI0N5,T-511`46 THE NECESSARY MEANS AND MATERIALS TO PROVIDE THE < % Z.- COVER TO BE RETURNED TO BOAT A -1 -Y GRAVEL WtH, I ' ' ...06 - ­- SPECIFIED RESULTS. NOTHING IN THE FOLLOWING SITUATIONS CAN BE FORESEEN. • & STORAGE AREA AFTER GOMFETITION RAIL • A.. JP I THEREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE CONTRACTOR OF THE EN A5PHALI W I L • E3R,or OF CONSTRUCTION GRADE TO MEET .4 v- RESPONSIBILITY TO NOTIFY THE ENSINEER OF SPECIAL PROBLEMS,AMD IN THE END,To X NEW BULKHEAD GAP,BOAT LAUNCH 411 PROVIDE A 501,110 SUB GRADE.PROPOSED PLATFORM AND HOOD WALKWAY 00 PRO* va • 2.USING SOIL TEST DATA J. CONCRETE BOAT "",7 L AAT ITS OPTION,THE ENGINEER MAY PROVIDE SOIL TEST INFORMATION To THE �� / �` ,r: • • • • % .4 % % GONTRAGTOR. IF PROVIDED,THE DATA WILL INCLUDE CLASSIFICATION OF THE SOIL IN W STEEL PAD --- ---- AC40RDAW-E WITH THE UNIFIED5011-CLASSIFIGATIONSYSTEM(ASTM II THE V Lj 4. • TIDAL HARSH LINE SIGNIFICANCE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER. , AREA: 4515 SOFT. AP .. : .*.:%-*. .... - . a 1X6 ... 1. -, . : .. - - • (VEGETATION) B.SOILS WILL AS HIGHLY EXPANSIVE(CHI,MHO,AND OH)MAY REQUIRE LIME !to • :,:.. , . — -.I- . . e..... . . °•••.,�,• iL NV-D % BULKHEAD STABILIZATION AND/OR 5ELECTIVE REPLACEMENT WITH SUITABLE SO• ILS.LS 5"SPECIAL LW TREATMENTS HILL BE DETAILED IN THE 51TE BID POCUMENT5 IF THE COST 15 To 13E REPLACEMENT NOTE: INCLUDED IN THE CONTRACTORS BASE BID. 19 •, 0 PROP05ED BULKHEAD -ilp-0 ly C.50IL5 DESIGNATED A5 H16HLY OR6ANIC(OH,OLE),AND PT)MAY I TI TO BE M14YL SHEET PILIW5, REQUIRE 5ELEC, VE 1;1 .j*-.4"W SHORE6UARD 625 REPLACEMENT WITH SUITABLE SOILS. THE NEED FOR AND THE EXTENT OF THIS / 0����� \\ A Ob M APPROX.INSTALLATION: t12q L. TREATMENT WILL BE DETAILED IN THE 51TE DOICUMENT5 IF THE C405T 15 TO BE INCLUDED • F� SLIP(9) m., KHD IN THE CONTRACTOR'S BASE BID. ':.mi."', I ' S ' F "" '- SEE DWS 5P4 FOR DESIGN AND -. - 1.- D.THE GONTRACTOR 54 IALL INSPECT THE SUB GRADE AND NOTIFY THE ENGINEER OF ANY '0 v-11 .... n, NORTH INSTALLATION REQUIREMENTS -e 1 7" CONDITIONS REGUIRING 5PErIAL CONSIDERATION NOT ADDRE55ED IN SITE BID THE KAIL • 0 DOCUMENTS. THE EXTRA C-OST OF UNANTICIPATED REMOVAL WILL BE BASED ON THE UNIT COSTS PROVIDED WITH THE BASE BID. THE C05T OF UNANTICIPATED LIME STABILIZATION C14 1. L ��� / U - Ei-,, L7 •146VINYL BULKHEAD LEG t2TVINYL BULKHEAD LE6'A'TO REPLACE OR OTHER SPECIAL TREATMENT WILL BE NE56OTIATED. LE(5 _TO REPLACE EXISTING f4b LG EXISTING 12l'TIMBER BULKHEAD IN PLACE 0. Je TIMBER BULKHEAD IN PLACE• 0 SUB 6RADE PREPARATION rs. - . . o o -.1 : . . . RE 4� • M IER RF t18 VINYL BULKHEAD LE6 'Al' TO REPLACE I.THE CONTRACTOR SHALL REMOVE ALL VEGETATION SURPLUS SOIL,DEMOLITION RUBBLE, BULKI-151\0 LEO 'H •• • EX15TIN5 116TIMBER BULI,:::HEAV IN PLACE /// AND OTHER UNDESIRABLE MATERIALS. SX14 MATERIALS SHALL BE PROMPTLY HAULED %IP 4.. • Al L LEN6TH P FROM 11-E SITE AND PI6PO5EP OF IN ACCORVANGE WITH 6OVERNIW-7 LAWS AND CODES. 0 (V 0 -T5 fIY VINYL EULK14EAD LEG'B'TO REPLACE E/<15TIN5 THE CONTRACTOR SHALL SHAPE THE SUB GRADE IN ACCORDANCE RT14 THE GRADING / ��� / PLAN,TAKING INTO ACCOUNT THE THICKNESS OF THE PAVING SYSTEM. THE TOLERANCE EXISTING t14'TIMBER.BULKHEAD IN PLACE. <CL- • OF THIS ROUGH 6RAD 11`6 SHALL BE WITHIN la'HIGH TO V LOW. DURING THIS HE END MEETS LEG EXISTING LOCATION c�, f� OPERATION THE CONTRA6TOR SHALL NOTE ANY SOFT AREAS THAT BEGONE APPARENT 0 • AFTER TRAFFIC BY CC6TRUSTION EQUIPMENT AND LOADED TRUCKS. SUCH SOFT AREAS EX15TING 1,9) SHALL BE REPORTED TO THE ENGINEER FOR DETERMINING THE METHOD OF TREATMENT PROPOSED ITH X ±51516 WO CATWALK ')AT HAUL OUT SLIP REQUIRED,IF ANY. E3L BULKED AND HANDRAIL IN PLACE OF EXISTING LEG 2.MAINTAINING DRY SITE C-OVITION5: �' / t21H x ±4OL6 WD CATWALK AND ob TO 13E WIDENED 8A'AND DURING PREPARATION OF THE SUB 6RAPE AND UNTIL THE PAVIN6 15 IN PLACE,THE ""Iz-Llb Vh, EXTENDED 10.0'IN LENGTH CONTRACTOR SHALL PROMPTLY TAKE REASONABLE MEASURES To OBTAIN AND To / / HANDRAIL TO REMOVED. 0 • UTILIZE EXISTING FILE AND GIRDER 0,4r, MAINTAIN A DRY SITE CONDITION SUCH MEASURES SHALL INCLUDE PUMPING OF FREE FOUNDATION SURFACE WATER,MINOR HAND AND/OR MACHINE 54APIN6 TO FACILITATE HATER ;R1 16 -T J\ /\0 O. L REMOVAL,AND OTHER OPERATIONS TO SPEED DRYING. 0, '00 5.NATIVE SOIL COMPACTION. To U Z11 \01v COHESIVE AND WHESIONLESS NATIVE SOIL SHALL BE COMPACTED TO 45%AND 100%OF THE POSED OPTIMUM DENSITY,RE5rE-r TIVELY,PRIOR TO PLACEMENT OF FILL. To .40 RELOCATED 4.FILL SELECTION AND COMPACTION: M %// PROP. I<> EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED, PILE LOC. THE M05T COST EFF TH -5AND-61RAVEL MIX(I.5 TO 396 FINES(0.02 MM AND CBR>11), < -13 CATWALK', MATTITUCK CREEK OJ / \ L -GRAVELY 501L(3 TO 6%FINES<002 MM AND CEIR>b), PROPOSED MEAN H16H WATER RELOCATED -SANDY SOILS(3 TO 6% FINES(0.0:2 MM AND CBR)b), FOBULKHEAD (ALONG TIE LI -SILTY 6RAVELY 90IL5(b TO 10%FINS<0.02 MM AND CBR)b), q� PROPOSED PILE LOG.'0 -SILTY5AWY SOILS(6 To 15% FINES<0.02 MM AND GBR>6), FOUNDATION EX15TIN6 12',P GGA TIMBER.PILE --CLAYEY eRAVEL 5011-5(OVER 20%FINES(0.02 HIM AND CBR)5), • PILE 4xI2 CGA 61RDBR5(TYPICAL) -CLAYEY SANDY 501L(OVER 20%FINES<0.02 MM AND CBR>5), 5.THE EN51NEER RESERVES THE R.1614T TO HAVE SOIL TESTS PERFORMED To CONFIRM THE -0 MoP05E[) FOR PROP05ED NORK, SUITABILITY OF ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD AND COMPACT 0 HAUL OUT SLIP EXTENSION INSTALL^TION DF-TAILS AND REQUIREMENTS SEE: THE FILL MATERIAL IN 6 ItU4 MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED To q5% 4r�l CTE PROPOSED FLOATIN6 0 FLOATING 110 OF THE OPTIMUM DENSITY, COMPACTION SHALL 13E ACCOMPLISHED AT NO LESS THAN DOCK FOR OB16N AND INSTALLATION HAUL OUT SLIP EXTEN51ON FOUNDATION PLAN 5P3, FINGER P0GK5 TO REPLACE EX15TIN6 REQUIREMENTS SEE VH6 SP3 OPTIKH MOISTURE CONTENT UP TO 2%WETTER.OPTIMUM DENSITY AND OPTIMUM d) BULKHEAD FOUNDATION AND ANCHORING PLAN 5P5, MOISTURE CONTENT SHALL BE AS DETERMINED BY 01551. NO RUBBLE-TRA5H- • PROP05ED O.A.LENGTH OF PROP05M SHALL BE 24.0' Q) r� ,7fi CONCRETE BOAT LAUNCH ep&, BOULDERS.OR OTHER PE 5 WILL BE ALLOWED AS FILL MATERIAL IN ANY USAGE. • RELOCATE EXISTING PILES AT END OF EACH FINGER zo 41� d) ('I DOCK AS SHOWN WOOD CATWALK AND RAIL EXTEN51ON 5P3 t 4, 6.FOR UNSTABLE 50 IL5 WITH LE55 THAN:250 FSF COHE51ON OR ULTIMATE BEARING CAPACITY OF LE55 THAN 500 P5F,6EOTEXTILE FABRIC SHALL BE INSTALLED IN ALL PROP05EL? CATWALK AND HAUL WOOD WALKWAY /CATWALK CON5TRU6TION 5133 UTILITY AND PIPING TRENKHE5 AND TANKHOLE5 TO REDUCE MIGRATION OF FINE-GRAINED 6RAVELJBROKEN ASPHALT SURFACE RE-GRADING. 5% OUT SLIP RAIL EXTEN51ON SOIL AND SEPARATE DISI IMILAR FILL MATERIALS.THE 6EOTE.XTILE MATERIAL SHALL V- 0 INSTALL CATWALK RAILING,AS SHOWN OVERLAP ADJACENT 6EOTEXTILE MATERIAL BY A MINIMUM OF 12' A5 NECESSARY To o SEE 5P3 FOR PB16N AND INSTALLATION COVER THE INTENDED ARFA 6EOTEXTILE FABRIC SHALL BE 6TFI3OEX,TYPAR 3401, n 0 X + FLOATIN6 REQUIREMENTS 6TF150EX,OR TYPAR 3601 AS MARKETED BY EXXON CHEMICAL AT 1-800-54-EXXON. - < To 6 TYPICAL OF NORTH AND 5MT14 RAILS 1.BACKFILLINi9 TANKHOLES, 01\� DOCK 0 -11, 0- 0 X LL 1�, oc BACKFILL FOR ANY EX151114r,TAN1<HOLE5 SHALL MEET THE REQUIREMENTS OF THIS SECTION. c�­ �)�, -�C, LIKEWISE,BACKFILL FOR OTHER HOLES LEFT BY REMOVAL OF SHIMMING POOLS, Z�. \X BASEMENTS,ETC.SHALL COMPLY WITH THIS SECTION ALSO. In z FLOATING FINGER 006K 0 LU REPLACEMENT NOTE- b.BACKFILLING TRENCHES: EXISTING FLOATING FINGER POCKS TO BE L SITE PLAN PROPOSED WORK 0 PARTIAL BAGKFILL FOR UTILITY TRENT E5 SHALL BE WELL-GRAD®,CLEAN,FRESHWATER SAM, d) C, REPLACED(TYPICAL OF 6) FREE OF SILT AND CLAY PARTICLES.BACKFILLINS SHALL OCaR IMMEDIATELY AFTER < (j) • PROPOSED REPLACEMENT < 6 ,EMENT FLOATIK5 FINGER TO -1 1�c THE LINE OR CONDUIT 15 IN PLA(E TO PRECLUDE CAVING OF THE TRENCH SIDES. PRIOR LL- MEET EXISTIN6 FLOATING DOCK 'J' C<', 16 IL � ----7--- TO INSTALLATION OF THE LINE OR CONDUIT,A 4 INCH CUSHION OF SM SHALL BE • PROVIDE NEW IONP CCA HD PILES AS REOV10 5 0 10 20 30 40 50 60 PROVIDED. +x'p 6RAPHIC, SCALE ill 10'-O" q.AREAS OUTSIDE THE PAVING SHALL BE FILLED AND COMPACTED AS NECESSARY WITH 0 501L COMPLYING WITH TH15 SECTION.EXCEPT THE TOP 6 INCHE5 SHALL BE NATIVE U TOPSOIL SUITABLE FOR 6RA-%. AREAS PEGUIII C4IJT SHALL ALSO BE PROVIDED 0 WITH 6 INCHES OF NATIVE TOP501L FOR GRA55. FIN1546RADEFOR THIE5EAREA5 5 FLOATI W SHALL BE I INCH BELOH TOP OF CURB. AREAS SHALL BE SLOPED TO DRAIN AT A 0 PCIC'K EX15TING MAXIMUM OF 4-1 UNLE55 OTHERK15E INDICATED ON THE 51TE OR GRADING PLAN. FT 10.COMPACTION TESTING: FSI ,p JO \ �\ —— GRAVEL OVER BROKEN ASPHALT THE ENGINEER WILL ENGAGE AN INDEPENDENT TESTING LABORATORY To PERFORM(I)A ------------ /7 5TANDARD PROCTOR TEST(ASTM 0155-1)ON THE FILL MATERIAL(OR NATIVE 501L \ PROCTOR TEST(ASTM D1551)ON THE FILL MATERIAL(OR NATIVE SOIL IF NO FILL 15 'Ic r�a AN, / � \ 6R.AVEL 5URFA(E NOTE. USED)AT LEAST 1.2 Harzs BEFORE THE coNTII INITIATES COMPACTION AND o z CC, EAST.GRAVEL /BROKEN ASPHALT oMP TION (2) A NUCLEAR DENSITY(5AU(5E(ASTM 02q22 AND ASTM C)3017)OR SAND GONE(ASTM TW ro.71 COVER TO 13E EXCAVATED TO THE 191556) TEST AT A MINIMUM OF THREE RANDOMLY SELECTED LOCATIONS TO MEASURE "(S' A" EXTENT SHOWN HEREIN TO ALLOW BN 2.q' THE DEGREE OF CaPA6TION OF T14E SURFACE SLUGME. IF THE RESULTS FROM T1415 FOR EXISTIN6713ULKHEAD TEST FOR THE FILL OR NATIVE SOIL DO NOT MEET OR EXCEED THE DE6R EE OF REMOVAL,PROP05ED BULKHEAD COMPACTION SPECIFIED IN TH15 SECTION,THE COST OF TESTING WILL BE DEDUCTED Al 14, 0 AND BRAT LAUNCH INSTALLATION FROM THE CONTRACT AMOUNT,AND THE TESTING(:2) WILL BE REPEATED. ENGINEER: GF `0 -60,\ STORE REMOVED SOIL NO COVER 100, 11.THE CONTRACTOR MUST F13-10VE THE EX15TIN6 SANITARY SYSTEM IN ACCORDANCE WITH OF - �Ooc ?�,� S ON ALL FOR FUTURE USE PR 0 THE STANDARDS OF THF--S.C.D.H.S. CONTPACTOPl RESPONSIBLE tyzA VA-rloN INSPECTIONS AND 516N-OFF OF SAME. FLOATING 0, (SEE STOCKPILE DETAILS) 12.CONTRACTOR 15 RESPMIBLE FOR HAVING THE PROPANE TANK PUMPED OUT AND T. 0 DOCK AQ 6.5, cTlok-�� t-7.5' NECvETP"VlUN' CERTIFIED A6 EMPTY PRIOR To RELOCATION. 4 - z L4*V P EX15TIN& j E` 01� GRAVEL OVER *< 0 w 0 AN /�p 0 o pi I W > )`� %% BULKHEAD REMOVAL NOTE: BROKEN ASPHALT MORTIS Lu BULKHO TAGGED FOR 000, \L.,0 RAIL t EXISTING BULKHEAD TAG '14, UC KAI REMOVAL SHALL BE REPLACED WITH LE6 - 5HOREI 561550 VINYL BULKHEAD 41 IN KIND,IN LOCATION PROVIDED ON W • T-0 B. 9ULKH0 11t6 PROPOSED WORK PLAN _SSIOV, I BULKH1? ------- (5 (TL APPROX.REMOVAL: fI2q 4��(3 IAI 67 LEG L.FJ TK �11( SLIP -JEFFREY T. BUTLER, F.E. WIDTH 0 �A\ OENEEZAL NOTES I. DRAWINGS ARE NOT TO RE SCALED;DIMENSIONS TO GOVERN.PROJECT COORDINATOR 0 FLOATING SHALL BE NOTIFIED OF ANY DISCREPANCIES. 14) DOCK EULKHD 0 < LE6 �4 U 2. SPECIAL CARE SHALL BE TAKEN TO ASSURE MINIMUM DISRUPTION OF ALL OCCUPIED AIL -z U PREMISES,EXISTING I"OVEMENT5 AND UTILITIES. 3. 6ENERAIL CONTRACTOR E44ALL PROTECT THE SAFETY OF THE GENERAL PUBLIC BY piy P�� r�,F O,q \To0 -_j Ak, yj CT, r LU ERECTING ALL REOUIPTn BARRICADES TO PERMIT SAFE PASSAGE DURIW-7 N GON5TRUOTION. < V 7�<\ 4. NO MATEI;ZIAL 5U35TITUTION SHALL BE MADE WITHOUT FIRST INFORMIW-7 THE EN61NEER. \X71 <0 SLIP L oo LLy. tov 9"IT SUI35TITUTE MATERIALSPECIFICATIONS AND GAMPLE5 FOR APPROVAL,IN < +a T%Gcy \ M ''. 'cb �? 0 ok LU 6 LENGTH WRITING TO THE ENGIM�ER PRIOR TO COMMENCEMENT OF WORK. ILI _J ,�<3 /% �'k ekv 5. ALL MATERIALS ARE TO SIE NEW AS SPECIFIED PER GONSTRUCTION,DOCUMENTS. ANY kl) z z > HOOD OX USED FIX7URE5 OR U5FO MATERIALS ARE NOT ACCEPTABLE EXCEPT AS NOTED. D JF OoGATKALK Zy- 1,4 V ;21- < All EXISTING 6. 6ENERAL CONTRACTOR 94AI-L COORDINATE H15 WORK KT14 THE WORK OF ALL OTHER SOUTH CONTRACTORS,AND 9 rE MANAGR-1ENT. LU < t1q.2`H X t4b'1­6 cif P-4 RAIL 17— LEG 1.ALL MATERIALS WILL 13E III45PECTEV AND ALL DEFECTS AND IRREGULARITIES 114 z HAUL OUT SLIP WITH A T.0 5 LL! < CLEAR OPENING Of 1�2 AIL EXI5TIN6 FILE MATERIALS AND COLOR MATCHES OR OTHER SPECIAL SITUATIONS WHICH REQUIRE FLOATINGfi TO BE MODIFIED 7 2' TO BE RELOCATED ADDITIONAL CONSIDERATION SHALL BE EIROU60T To THE ATTENTION OF THE PROJECT '�7 TO X Ct)ORDINATOR.FOR APPROVAL PRIOR TO INSTALLATION. Q) % BBULKHD 4-1 0 DOCK 40 ;P LEG CREATE A fl4b'K x t5b`L6 %J) z LU IZ) V n 'P� �� / r .1 HAUL OUT SLIP HT14 A B.ALL MANLFAGTURER15 INSTRUCTIONS SHALL BE FOLLOWED COMPLETELY. �D Lu > Lo 0 76, q.REMOVE ALL DEBRIS AT END OF EACH WORK DAY IN ORDER TO A59M A GLEAN AND — < WELL KEPT ENV1RCNMrNT. 110 X LL C4 A &N16 CLEAR OPENING OF 114.6 z i- 49, MATTITUCK 10.ALL WORK SHALL BE 60ARANTFED FOR A PERIOD OF OF ONE YEAR UNLESS OTHERWISE ► LU 'v- IL (36�%A H&IL OUT SLIP PIT MODIFICATION NOTE: '2� NOTED.ALL C-ONTRASTORS,SHALL SUBMIT THIS 6UARANTEE IN WRITING WITH REQUEST CREEK EXISTING COMPONENTS SHALL REMAIN,LI CV CV FOR FINAL PAYMENT. 6j THOSE TAIS(SED FOR REMOVED 514ALL BE MEAN H1614 HATER FOR MQB= HOW IL REPLACED IN KIND AS NOTED d) SEE VIEW I ON DWS SP2: ® BULKHEAD �cT 1� � / ON PROPOSED WORK PLAN,(VIEW 1,OW-7 SP2) www.dignetnyrIi.crrj 0� INCLUDES THE FOLLOWING (ALON5 TIE LINEJ or (IE.PILES,RAIL,HOOD WALKWAY) MODIFICATION I IN5TALLATION. www.c RAIL of�irro/r�civ alI811.com HAUL OUT SLIP EXTENSION, A EX15TINE7 (for other states) z 16 15,81, Lr� z x BULKHEAD REPLACEMENT, x1 2' 0 FILE EXISTING PILE (j (n 0 CONCRETE BOAT LAUNCH, TO BE RELOCATEP-------� 800-272-4480 1 811 < < HOOD CATWALK AND RAIL 4r EXISTING \ 000, EXTENSION, HOOD WALKWAY AND CATWALK PILE By law,excavators and contractors working in For safety reasons,homeowners are strongly REPLA(511ENT, the five boroughs of New fork City and Nassau encouraged to call as well when planning any FINGER DOCK EXTEN51ON AND and Suffolk Counties on Long Island must type of digging on their property. PAGE: /BROKEN ASPHALT EX.FLTC7 contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at SURFACE RE-GRADING. EX.FLT(5 DOCK 5P4 EXISTING CONDITION PARTIAL SITE PLAN 48 hours but no more thnn 10 working days 1-800-272-4480 or by calling 811,the > (excluding weekends and legal holidays)prior national call before you dig number.For \ O -K -inized digging or excavation work completed on,personal to beginning any mech, PROPOSED DEMOLITION to work to ensure underground lines property,it is the contracitor's EX GHOOD are marked.Excavators and contractors can responsibility-NOT the homeolwnees--to \ / O P � `�` ,��j� y� ' � ;;�BLKHD also submit locate requ,sts online,through contact DigNet.Having utility limes marked ITIC.If you do not currently use ITIC,please prior to digging is free of charge. RL 7 SP2 call 1-800-524-7603 for more information. 10 5 0 10 20 30 40 n v i \ j \ ' /• ��`� ' ,� eRAPHI6 SCALE 1" = 10'-0* Lr [� 1?j L 111 ;F JAN SOUthold Town Board Of Trustees �LKHv PILE NOTES: LE6 I. PILES- INSTALL IN ACCORDANCE WITH ASTM 0.25 STANDARDS: • HAUL OUT SLIP PILES TO BE SOUTHERN YELLOW PINE PRE55LIRE TREATED GGA 150 PROPOSED 5.. PLATE CONNECTION RETENTION TIMBER PILES WITH 12'BUTT. NO PILE 15 TO BE PLACED FURTHER THAN 4.25' Q 0� Q EXISTING PROPOSED 12"x 10'x 0.35"THK PLATE FROM EACH OTHER. BLKHD , TO REMAIN CONSTRUCTION\ 3/e'HELD(FULL PENETRATION)AT ENTIRE PERIMETER FROM BULKHEAD PILES TO BE SOUTHERN YELLOW PINE PRESSURE TREATED GGA 150 Q PILE LOCATED t9 CONNECTING POINT OF PROP./EXIST.hF PROP05ED VINYL BULKHEAD BEAM FLANGES(INSTALL ON VERTICAL PLANE RETENTION TIMBER PILES WITH 10'BUTT AND 18'LONG. NO PILE 15 TO BE PLACED o BOAT PIT d GREEK SIDE,TYP OF 2 PLACES FURTHER THAN 6'FROM EACH OTHER. TIMBER WHALE AND FOLLOWER AND z SP4 BOAT LAUNCH PILES TO BE SOUTHERN YELLOW PINE PRE55URE TREATED GGA 150 10"�GGA PILES. a�c~n BULKHD PROVIDE 0 � FOR DESIGN,INSTALLATION AND ELEV-VERT. WF BEAM TO PILE CONNECTION PROVIDE RETENTION TIMBER PILES WITH 10'BUTT. NO PILE IS TO BE PLACED FURTHER THAN ii' LEG MATERIAL REQUIREMENTS SEE DWG SP5 SUPPLEMENTAL HARDWARE CONN,PLT USE. I -3WO A2'L6 6ALV.LAG BOLT W/WASHER,I BOLT 2-3x10 GGA TIMED GIRDERS(GATVrALK PND) FROM EACH OTHER Q� 020 v USE: I -V4'0 A2' LG GALV.LA6 BOLT W/ "' MOUNTED TO TIMBER PILE BELOW 2.ALL WORK TO CONFORM TO COASTAL CONSTRUCTION MANUAL FEMA 55.THIRD ADDITION. I THIS CASE,INSTALL THRU PROPOSED PLATE, 3.PILES ARE TO BE INSTALLED UNDER THE SUPERVISION OF A LICENSED PROFESSIONAL Q¢ WASHER,I BOLT/INTERSECTION PROP05ED WF BEAM TO PROP05ED PILE 2-4x12 GGA TIMBER 61PDER(RAIL FRO). 2�0 • INSTALL THRU PROPOSED PLATE, o ; • TYPICAL CASE,INSTALL THRJ PROPOSED WF BEAM TO PROPOSED CATWALK GIRDER TO BE ENGINEER WHO WILL BE RESPONSIBLE FOR MAINTAINING PILE LOC-5. ALL PILES ARE TO BE � BLKHD TYPICAL PILE FOR EXISTING W=TO EXISTING PILE PROPOSED PILE INSTALLED AT SAME ELEV.A5 EXISTING INSTALLED A MINIMUM OF 10'BELOW MEAN SEA LEVEL AND DRIVEN TO A 15 TON MINIMUM PILE CATWALK SUPPORT 5Y5T EM CATWALK FOUNDATION. LOAD CAPACITY(U.O.N) AND CERTIFIED BY A LICENSED ENGINEER ALL BEARING PROVIDE DOUBLE PAIRED CAPACITIES ARE TO BE MEASURED BY THE 'ENGINEERING NEWS'FORMULA. THE � _ � ; PROFtSSIDNAL ENGINEER IS TO PROVIDE CERTIFIED PILE L065 AND GERTIFIGATION OF � 61ROBR CONNECTION PILEniz _ PILE BEARING CAPACITY TO THE ARCHITECT OR DESIGN EN61NEER UPON COMPLETION OF • SEE PILE TRIM DETAIL f/I _ a PILE INSTALLATION. ALL DECK PILES ARE TO BE INSTALLED A MINIMUM OF 10'BELOW (VIEW 4,THIS DWG) I \ / ® \ / I \ 0 • I ` • I' . \. I' . / I' 55 2 MEAN SEA LEVEL. PROP05M HAND RAIL(ABOVE)A5 SHOWN. - - I I PROP.WF'BEAM. I . I r r. 4. ALL PILES ARE TO BE GUT OFF AT DESIGN HEIGHT AFTER INSTALLATION. Ex. WF BEAM I W=315x135 . PROVIDE TIRE STOP — -- - - -- ---- -- -- - -- - i Q WF36x135 1 I I I i SEE NOTE VIEW I, 4 I o a m 5. ALL PILING HANDLING,5ETTIN6,AND INSTALLATION 5HALL CONFORM TO THE KY5.CODE N _li 3 I (SOUTH RAIL) I 1 - CN. p REQUIREMENTS. OAMASHD PILES SHALL BE REPAIRED OR REMOVED A5 PER PROP. BULKHO FOLLOWER / PROPOSE . • ' . • . . I/} I I I THIS Dws d' . I`.I I• • 7 1 INSTRUCTIONS OF THE DE5IGN ENGINEER. -r 2B Q v KOOD r,I/ _ I ( _. _ d w 1 b.PILES SHALL BE DRIVEN TO WITHIN Is OF THE DESIGN LOCATIONS. PILES OUT OF WOOD - -- L D G LK Q SP4 N O I \ 1 I\ I ' I. / u TOLERANCE SHALL REQUIRE REMEDIAL.ACTION AS PER THE OE516N ENGINEER. � PROP.VI 1'L LKHE D / _ o T LOCATION OF PILE FOUNDATION OR PROPERTY 15 NOT THE RESPONSIBILITY OF THE DE-516N"1 11 ry to _ 0 } EN61NEEK ALL SETBACK LINES AND PILE LOGATION5 TO BE LOCATED AND STAKED BY M TED 2-81 P 05E WDO 3B --- -- -.-T--- -- ----� _4 �- � OTHERS PRIOR TO CONSTRUCTION. i PRQP:BULK'H ^- WHALE BLW RAIL - I II Tri WD GATWALK,t40 LG. M CATWALK t16'L6.I I I I I SP4 8.GIRDERS: :f BLKHD\ . (BLKHD.1 . 1( : : : Ij F b m 4 I I ( Q ALL HAUL OUT SLIP TIMBER GIRDERS SHALL BE 4x12 CGA TREATED FOR WATER ' �-� PILE :� : fi --•- .- :, 4 :r N PRDPr75H)HANDRAIL I ISHOW I I PROPOS®HANDRAIL) I I I I I I '_� RA1L�gB�o v t\.I / I •moi ,.\r /•I moi. ', \I / I'' P' S -- -- _ -- � -- -- _ -- - _ _ -- _ _-- 1_( _15 _ _ BE 3X10 CGA TREATED FOR WATER CONTACT I � CONTACTCATWALK TIMBER IG RDER9� 2A PROP.WF BE ; PROVIDE T11E STOP' Q -- - -- -- ---- -- ---- -- _ r -- _ _-- -- __-- -- _ _ -' r - _-- -- _ -- -- -- -- - USE AS PER AWPA STANDARDS. tYff/4LL i AS SHOWI� � STANDARDS. WF36x135 I•I _I I . 5�NOT(=VIEW I, I x q.PILE NOTGHIN6 NOT TO EXCEED 50%OF THE PILE GROSS SECTIONAL AREA SP4 r II `.�� (NORTH RAID /i`` ' : :_I I('/ THIS DW6, : /� ~'l it I: � I 3A TYPICAL PILE FOR 10. 5HIMMING OF GIRDERS KITH SHIMS LARGER TNANy4 SHALL NOT BE ALLOWED. 3 11.ALL PILE AND DECK HARDWARE SHALL BE HOT DIPPED 6ALVANIZED,U.O.N.IN / --�- - \ / : • ' SP4 GATWALK SUPPORT SYSTEM r M N P ACCORDANCE WITH ASTM AI53. ANY DAMAGED AREAS SHALL BE REPAIRED TO THE • USE DOUBLE PAIRED GIRDER CONNECTION PILE SATISFACTION OF THE RESIDENT ARCHITECT.ALL STEEL CONNECTORS SHALL BE 6RADE 2 IN • PROVIDE SUPPLEMENTAL FOUNDATION FOR OR EQUAL. PROPOSED 5.5. PLATE PROPOSED CATWALK 0515'LENGTH)WHERE PROP05ED PROPOSED TYPICAL 32'x 30.5"x 0315'THK PLATE-QTY I REMAININ6 PILE AND 61RDER FOUNDATION 12.USE STAINLESS STEEL HARDWARE A5 NOTED. TYPICAL PILE FOR WOOD WALKWAY CATWALK • WF BEAM TO PILE CONNECTION • 9/B WELD(FULL PENETRATION)FULL PERIMETER DOES NOT EXIST. 13.ALL BOLTS AND WASHERS FOR PILES TO BE 3/4 HOT DIPPED GALVANIZED OR STAINLESS i RAIL SUPPORT SYSTEM ONLY I I USE: I -9/4'4 x 12" L6 6ALV.LA6 BOLT W/WA5HER, • LOCATED®HORIZONTAL CONNECTION POINT: I STEEL WASHERS TO BE INSTALLED ON BOTH HEAD AND THREAD ENDS. SEE PILE TRIM DTL(VIEW 4,THIS DWS) 14.BOLT LOCATION5 FOR ALL GIRDERS SHALL HAVE AN END DISTANCE OF 4 BOLT MINIMUM • PROVIDE SINGLE PAIRED 61RDER CONNECTION PILE 2-4x12 GGA TIMBER GIRDER,NORTH I I I BOLT/INTERSECTION •• PROP./EXIST.WF BEAM WEBS(SKYWARD SIDE) RAIL FND MOUNTED TO TIMBER PILE THIS CASE,INSTALL THRU PROPOSED WF BEAM DIAMETERS. EACH EDGE DISTANCE SHALL NOT EXCEED 4 BOLT DIAMETERS AT THE TOP • SEE PILE TRIM DTL MEW 5,THIS DWG) 2G TO PROP05ED PILE PROPOSED 1515'TO X,Y OR161N 1 OF THE GIRDER AND lyi BOLT DIAMETERS AT THE 130TTOM OF THE GIRDER. 5,4 (LOG ABOVE CATWALK GIRDER) PARTIAL PLAN — WF CONNECTION le \ \ K) L N P WIDE FLANGE CONNECTION EXISTING TO PROPOSED / M PROPOSED 156 L RAIL (SOUTH RAIL) TO AY ORIGIN 1 SCALE:�" = I'-0' 2 PARTIAL PLAN — WF CONNECTION PROP05ED NORTH RAIL GENERAL NOTES: SCALE:Ys' = 1'-0' I.FOR PILE NOTES,SEE THI5 DWG. 2.FOR CONNECTION AND MATERIAL NOTES,5EE THIS DW6. U Q•1 m CONNECTION NOTES: I. PILE CONNECTIONS- 0 ONNECTIONS: n of N�V1 YOM CIS( 800-272-��80 811 4x12 GGA RAIL GIRDERS TO PILE WITH (2) 3/4"x16" 6ALV. THRU BOLTS AND WA5HER9. BULKHEAD Ex�sT(N6 >? W cs) N & SONG OM C1 3x10 GGA GATWALK GANTILEVER 61RDER5 TO PILE WITH (2) /4 x14 6ALV. THRU BOLTS AND WA5HER5. ®I TO d) 1- v www.dignetnycli.comorwww.call811.com 2. SEE WOOD CATWALK/WALKWAY DETAIL FOR REQUIRED HARDWARE. REMA(N a - yq (for other slates) 3. ALL CONNECTING HARDWARE TO BE GALVANIZED,U.O.N. 2' (REF) —J By law,excavators and contractors working in the five For safety reasons,homeowners are strongly 4. ALL SIMPSON HARDWARE AND CONNECTORS TO BE STAINLESS STEEL. V 1z boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type PROPOSED HT1 m O v Counties on Long Island must contact DigNet, of digging on their property.Homeowners can �••L•� 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling REMOVED FROM VIEW FOR PURPOSES OF CLARITY: VINYL BULKHEAD: _ 10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For NOTE: PROP05M 2'WIDE WOOD WALKWAY/WOOD CATWALK SEE DWG SP5 FOR LAYOUT AND prior to beginning any mechanized digging or excavation excavation work completed on personal property, • PROP05ED RAIL PILES ARE LOCATED FOP V AND THEIR FOUNDATIONS (NORTH RAIL SIDE) INSTALLATION REQUIREMENTS ' work to ensure underground fires are marked.Excavators it is the contractor's responsibility-NOT the CLEARANCE SPACE BETWEEN PILE EDGE AND BLKHEAD X and contractors can also submit locate requests online, homeowner's-to contact DigNet.Having utility SEE NOTED DETAILS/5EG110N5 FOR ADDITIONAL O J J J through ITIC.If you do not currently use ITIC,please call lines marked prior to digging is free of charge. PROPOSED BULKHEAD WHALE INFORMATION PILE(TYP) Z O BULKHEAD \ \/ I 1-800-524-7603 for more information. O LF6 /, /\ � O � � O A B C D E F G H J K L Q WO tib' 4 t — :. ►�'� O N I I I I I I I I I I I PROP05ED WOOD WALKWAY/CATWALK C7 �V �r/ 1'/ ��V� V HA5 BEEN OMITTED FOR CLARITY i p/ I'-6314 4'-�4' 4'-V4 4'-d/. 4'-Y4 4'-IV 4•'-V4 4'-V4' 4'-V4' 4'-Y ' 4'-Y4 4'-V4 4' 4'-O' 0' U u Y4 SEE DTL 5,OW6 5P4 FOR FRAMING REQUIREMENTS ; O 4 1 I 4 (Z)BULKHEAD - ---- - - - -- ------------- -- LU 5P4 - / /'_tl I 2B 1 F•-�-i I- ~' /`� r T 1 y— .N• • a 4 ( 4 r ., •�:'• NOTCH PILE TO ° I I ° ° ° Y• JN1. GEI RE VE 61R O ° 4 .:•NORTH:. m TH�:�:' ° °` ° ° a t t - - - - ' R PRO IL'•: P05ED ° d t t . ° a ' -•— � �- ---� �--- -�- .-�- �- 1220 GGA AVOID OVER Gurs TIMBER PILE (TYP FOR PILE EW-71 NE: OF ° PROPOSED PROP.WF BEAM SEE PARTIAL PLAN, n2 T SP4 ,r\P T. O ° WIDE FLANGE BEAM REPLACEMENT WF3bx135(ABV) ° ° ° `e ° a / O WF CONNECTION aBULK � NORTH RAIL(ONLY) (NORTH RAIU PROVIDE TIRE STOP z LEG INSTALL HAUL OUT SLIP PILE FOUNDATION AS SHOWN PROPOSED • USE Is THICK PLATE, t35.5'W x f6'H I-O (REF) r S ° < ° ° ° ° PROPOSED / NOTE PROPOSED LOCATIONS OF REPLACEMENT 12"0, 10 TON GGh PILE LOCATE AT SKYWARD SIDE OF WEB BETWEEN �4 :� tY STL PLATE % FBULKHEAD OR INFORMATION E VIEW I THRU VIEW 4,ONO 5P5 DOUBLE PAIRED 61RDER CONNECTION PILE NTL 4),QTY:4 FLAN6E5 0 2'PRIOR OF END OF WF BEAM O 4 m '"r_ ( W - ° ° ° SEE OW6 5Pb 511•IGLE PAIRED GIRDER CONNECTION PILE(DTL 5),QTY, 24 • 3 I DOUBLE MGIRDER PILE TRIM DETAIL ) - c� 4° FOR INFO INSTALL AS SHOWN... ^$WLLD FULL PERIMETER,SEAWARD AND H SP4 ZN .c• Z •• SEE REF.DETAILS FOR ADDITIONAL INFO,OW6 5P4 LANDWARD SIDES OF PLAN Q JU )3 ° °°° ° � TYPICAL OF NORTH AND SOUTH RAILS � q• (FOR T'I'PIGAI_ WF RAIL-GATYV/4LK/TIMBER 61RDER GONNEGTIONS) ,p Ali ° °° ° LQ PROPOSED SLIP LENGTH = 6' LONG PROPOSED WF BEAM SEE DETAILS ON DWG SP4 FOR APPLICATION-QTY 10 ESSIONP� ° ° 9 V F36XI55 (ABOVE) 56ALE. lye" = I'-0" ° ° ° PROPOSED ° ° ° a PROP05ED RAIL TRAVEL LENGTH = t56' L6 EXISTING I '- -� JEFFREY T. BUTLER, P.E. ° CO�IGRETE BOAT LAUNCH ° ° ® NORTH RAIL o cv • :22.8'WIDE x 20.0'LONG, ° p (TYPICAL NORTH AND SOUTH RAILS) SOUTH RAIL TO REMAIN _ d °° d ° AREA: 456 SQ.FT. ° a ° ° ° N_ © AND ® '�"' I PROP. ±10 WF ADDITION I ±Sb lg REANDEMENT o � �" (REF) TO SOUTH RAIL ® SOUTH RAIL b -� l� a d • RUTH STEEL PAD ° PROPOSED Q ±10'Ig EXTENSION Q = O < FOR DESIGN AND , (REQUIREMENTS SEE DW6 5P6 PROPOSED VINYL BULKHEAD ®WIDE FLANGE BEAM EXTENSION N a° ° ° ° ° °° AND ASSOCIATED COMPONENTS SHOWN HERE - t LU z ° ° ° ° ° ° FOR REFERENCE PURPOSES PROP WF TO ALIGN W/EX.WF FOR A SEAMLESS TRAVEL PAIN(T(P) Q p W Z ° m ° e ° FOR PILE GONFI6URATION,DESIGN,ANGHORIN6 PROP.WF TO AL16N W/EX.W=FOR A SMOOTH EXTERIOR FACE(TYP) ( tY \ \ / N 0 EXISTING _ ° °° , a°° - AND REGI)IRE ENTS SEE DWG 5P5 19.2'14 x ±46'LG • WELD PROF05ED TO EXI5TIN6 BEAM - - � HAUL OUT SLIP WITH A CLEAR • SEE DETAIL No.3,TH15 DWG AND DTL 36 ON DWG 9P4 I I PROPOSED INSTALLATION B NORTH RAIL, . LAG BOLT WF WEB TO PILES BELOW I I F--1 :N I ° a ° a ° ° ° a ° d 4.0' o L,AIINOH PAD AND AS NOTED ON DWG SP6 OPENING OF ±1q.2' TO BE SEE DETAILS,THIS DWG /\ ,,',,II//.' \ E"{ V (Y) Z Z d v MODIFIED TO CREATE A I 8 • EXISTING HAUL OUT SLIP SOUTH RAIL (Y Z I lY ilclb'W x ±56'1_6 i d O Il ° ° O WF BEAM WF36x135 TO REMAIN SEE PARTIAL PLAN, I W C) °' HAUL OUT SLIP WITH A CLEAR � • ° d ° ° ° d, ° °d ° EXISTING 2"d> GGA PILE AND WF CONNECTION 1 i W z I Q `14 d' ° °d ° GIRDER FOUNDATION TO REMAIN OPENING OF ±19.8' (50UTH RAIU SP4 F„� °° g ° ° ° • ° ° BELOW SOUTH PAIL I O LU NOTCH PILE TO z -- —d— —_—_------- - ---- - -- - -_ - -- - --- - - __� - --- - -- - --- - -- - --- -- _ I RECEIVE GIRDERS w � LU> O ( f z (� ( ! ( (� ( z 1 l \ TT ' t *�'T.•r, •, O� Z I-- O N u-, z: 2, /: . , ..•.. . ,_ - - - _ PROPOSEDO E.O.EXISTING SOUTH FAIL - a w Q q 6 �!''.:•' .• q::: v - OVER CUTS X 114- AVOID O CVO w :. r - 4 W 11_ O WF BEAM WF36x135 TO REMAIN l ( u a f ( ( ( 5r�utH ( ( ( � Cz Q l C4 '-: . I m 12 GGA (NP FOR ALL PILE CL Q 0 O q- V,BULKHEAD TO REMAIN RAIL ) ) o ` ) : '; :' : ': ::, ,a:$.:¢. ; _ _ _ - -- � TIMBER PILE - (V L7T T����I . — — — — — ——�.— w—� �—— — —, �. —.—� �.—— —.� �.— — -- �. w——.—_ —_ ':i . <. 1 . ,.�. :: :: a.' .'�.— . �— . . — . . _ . . _ . . NOTCHING) LL VX' ORIGIN 0,0 ORIGI 3B 'X' ORIGIN v O NOTE:PROPOSED WD CATWALK FOUNDATION HAS BSN REMOVED 112 GGA PILE .,V . ---- ----- ---- -- F :'' FROM THI5 VIEW FOR PUR.PO5E5 OF CLARITY(SOUTH SIDE) DOUBLE PAIRED GIRDER I 44 4-04'-Om3/4 U1 C 1--d 0 (� M PROP05ED WOOD CATWALK a SEE NOTED DETAILS/SECTIONS FOR ADDITIONAL INFORMATION CMN.PILE(OTL 4),QTY: FA HAS BEEN OMITTED FOR CLARITY o 4 a < (N v SEE OTL 5,DWG 5P4 FOR FRAMING REQUIREMEMTS N v J Q P� 1 2�2 >. t46' 110'D I I Q o /� u'~ PA E: 1515' Southold Town i 3A PROPOSED 1'-0' (REF) Bo@rd of Trustees 0 M N SP. P 1 PILE FOUNDATION PLAN SINGLE PR. PILE TRIM DETAIL PROP.WD 1 (HAUL OUT 5LIP EXTEN51OW CATWALK SCALE:Al = I'-0° (FOR TYPICAL WF RAIL 1 TIMBER GIRDER CONNECTIONS) EXTEN51ON (:D SEE DETAILS ON DWG 5P4 FOR APPLICATION-QTY 24 SCALE: lye' = 1'-0" of 6 NORTH ( HAUL OUT SLIP WHEEL ASSEMBLY I I-' HAUL OUT SLIP WHEEL A55EMBLY Q NORTH NOT TO SCALE EXISTING 4 • NOT TO SCALE I • FOR REFERENCE PURPOSES ONLY FOR REFERENCE PURP05E5 ONLY CATWALK TO BE RE-MILT TYPICAL WF BEAM TO FRAME ON EXISTING TYPIGAf_ WF BEAM TO j 3 I PROPOSED BEAM,WF 36x135 61RDERS/PILE FND j PROPOSED CATWALK TO MATCH , �� HAUL OUT SLIP WHEEL ASSEMBLY PILE GONNEGTION 2 PROP05EO WF BEAM PILE CONNECTION U5E: I -%`l x12' L6 6ALV. 5P3 AND PROP05ED WF EXTENSION USE. I -9/4 4)x12' L6 6ALV. 5133 INSTALL W/WEB IN HORIZONTAL POSITION I EX CATWALK FRAMING EI EV.(FND) 5.0 NOT TO SCALE LA6 BOLT W/WASHER, MATCH EXISTING WF(NORTH RAIU LA6 BOLT W/WASHER, AS SHOWN B FOR SMOOTH TRAN51TION2.0' 3.0'' FOR REFERENGE PURPOSES ONLY • MATCH EXISTING WF ARRAN6Ei�NT PROPOSED CATWALK FRAMING BOLT/INTERSECTION • INSTALL W/WEB IN HORIZONTAL POSITION I BOLT/INTERSECTION 5Pg 3'..O■ AS SHOWN 31-01 LOCATE PER VIEW I,DW6 5133 • MATCH EXISTING WF ARRANGEMENT TYPICAL GIRDER TO PILE SOUTH 5133 j j (2)3"AO-GGA CANTILEVERED 61RDER5 a EA. TYPICAL GIRDER TO PILE T.O.PROP 61F DER TO BE flOD' Ig CATWALK ADDITION PROPOSED RAIL DE51C-7N: 5TRING BELOW ADDITION AND RE-BUILT ( ' �- l THRU BOLT CONNECTION ( ' THRU BOLT CONNECTION ( INSTALLED AT THE SAME 2x6 GGA TOP RAILING CATWALK(AS RE-010) USE: 2 -l%4(P GALV TIMBER I 2 USE: 2-3/'(P 6ALV TIMBER 2�� T.O. PROPOSED CATWALK ELEVATION AS E�STIN6 ALIGN 4.1' 4.1 2x4 GGA BOTTOM RAIL 2'WIDE I 2"x6'GGA RIM 4 DECK JOISTS BOLTS W/(2)WASHERS 4 NUT BOLTS W/(2)WA5HEFS 4 NUT (HEAD AND END),2 BOLT5/ I I III RE-GRADED SURFACE(BEYOND)TO (HEAD AND END),2 BOLTS 2x4 GGA WALK SURFACE COVER 4x4 GGA POST CATWALK ADDITION 2x GGA DECK SURFACE INTERSECTION j i MEET PROP05EO T.O.BULKHEAD INTERSECTION LJ j j _ I PROPOSED WF BEAM EXTENSION: --7465157- - ---- ---E T.--------- T.O.SKYWARD FLANGE TO BE RF-BUILTAIL AND TTTO RAIL 6N L � OQ- 2-4x12 GGA MATCH EXIST.WF(50UThk RAIUr O GIRDER(TYP) • PLATE I WELD EXIST. TO PROP.,TA.LAN FLANGE T.O.UPPER FLANGEA11^IALK/T.O. UPPER FLAN6E IL FIOOD _ LIEA� IL O POINT OF ORIGIN(0A) I ( MOAL AS SHOWS � (TYP.A5 � SEE DTL No.4 AND 4D .fl N WD WALK EX. GRADE/ T.O.WF BEAM WEB 6 E.�.2' _Q WALKWAY T.O.WF BEAM WEB 6 EL.1.2' iv 'O O.A.LENGTH= iib' m `� ALKHAY RAIL --------- - _ _0 +: \ T.O.BULKHEAD 3B m 6�1 WF TO PILE CONN.,SEE DTL Ni i EX GRADE I' a �12 @EL.6b' 2xb GGA RJ T.O.RAIL® EL.1.2 3CNB.0_LOWER FLANGE 2-4x12 N ICATWALK= ick `,'�I `'k 6 EL.b.b 8.0.LOWER FLANGE GGA 61RGGA GIRDER PROP.2GGA R J. 2-3x10 GGA �,I / i r I (n'p) PROP. _ _ _ GANTLVR 6RDR SP4 SE:E DTL 5,DWG SP3 _ ) //\/�/\/�%\/\/\/\�\/\�; /` �'4 THK FLANGE PROPOSED4 FOR PILE TRIM DTL r / %%% \//\\�\//i\// \//\�j�'i\ (51M) ® I I 2-3x10 GGA TIMBER WHALE r50 HIGH HTR 9 EL. f4D3' ------ \\/\\/'\j \� SEASONAL HIGH WTR 6 EL. f4.03' ! !i i /i // /j /j j'/jzij oR PILE iRIM DTL I I I I GANTLVR 6RDR(TYPJ (NAVDBB)ON NOV. II,2020 I I I I CATWALK ADDITION FRAMING (►lAVp88)ON NOV. II,2020 j\\j`�j\EXISTING j\\j`\\\`i`,\` -------- FLAN6E \/ \i 2?xb'xlO'GGA GGA RIM d1DEGK J015TSSTRING, - \/\\/\\ SOIL y\/.;. 4-IC�'j PROP05ED H16H WATER MARK o SEASONAL HIGH WTIZ MARK 0 EL. 14.03' / � � \\��/ SEASONAL H16H HTR MARK a EL.±4.03' EL.3.1'NAVD88)ON I I-II-2020 I PROP D HIGH NOV. MARK o EL.3.T(NAVD88) VINYL BULKHEAD 156'TO XY ORIGIN PT. I ON V. II,2020 /\/" MATTITUCK (NAVD88) ON NOV. II,2020 \\�/\\\j (NAVD88) ON NOV. I I, 2020 BEroI ID E�S� TYPICAL GIRDER TO PILE /' / PILE AND 61RDER ( ' CREEK THRU BOLT CONNECTION FOUNDATION TO REMAIN PROP.tl0 GATKALK EXTENSION H 05E: 2 3/4 0 6ALV TIMBER BOLT'5 W/ (2)WA5HER5 I NUT(HEAD AND END) HIGH WATER MARK ® EL. 13."1' � � / �%�/j�/ H16H WATER MARK a EL. ±3.T � \,\/ LOW WATER MARK® EL.-I.3'NAVD88) (NAV088) ON NOV. II,2020 \ .\ PROPOSED VINYL BULKHEAD (NAVD88) ON NOV. II,2020 ON NOV. 11,2020 ON NOV 2020 ® EL.-I 3'NAw88) SHOWN HERE FOR REF PURP05ES � A_ LOW WATER MARK TYPICAL GGA PILE / // FOR DESIGN AND REQUIREMENTS SEE VIEW I,DM SP5 TYPICAL GGA PILE + 24- 12-0,15 TON PIL.E5 I I 12 PAIRED OCCURRENCES PROP. INSTALLATION o NORTH RAIL 4-12-0,IS TON PILES, ` I 5EE PILE TRIM DETAIL 5,DW6 51`3 /j� A�LSH PAD,SEE VIEW I, 2 _PAIRED OCCURRENCES I E�511N6 B.O.SLIP® EL-3A't DEPTH OF PENEIR,kTION I \� DWG SPb FOR ADDITIONAL INFO SEE PILE TRIM DETAIL 5,DWS 5P3 PROPOSED i.-4.31 NAVDM)AREA TO BE DREDGED EXISTING BA.SLIP @ EL.-3.01 MLW, BOTTOM OF BASIN: -T ,/ /Tl/TT% 77/ PROP05ED BOTTOM OF BA51N - - 113...-43t NAVDW)AREA TO BE VRBX-,W !�'I DEPTH OF PENETRATION: 11I '� EL.-53'NAVD88 / i /� ^� m i�/77iTTiTTi 10 MIN.BELOW MU^l(TYP,UA.NJ EL-53 NAVD88 l �1 u / 10 MIN.BELOW MLW(TYP,U.O.NJ ;/%//, ///,' ///%/,�// i i%//!! // //l- i I� „ �/ ,I PROPOSED (b) 12 O I I r ` LOW WATER MARK 0 EL. -1.3 / LOW WATER MARK ® EL. 1.3 ) GGA TIMBER PILES 1 I 020 L _ tx 6 - 12"0 GGA TIMBER PILES (NAV088) ON NOV. 11, 2020 1 / NAVD88) ON NOV. I , 2 DEPTH of PENETRATION - I I I I I I -� 10'MIN. BELOW MLW SII, 3 - PAIRED oGGURANGES (TYP,U.O.N) III I , I I I s�o I I I 5EE PILE TRIM DETAIL 4,DW6 5P3 I VI 1 I z 9 DEPTH OF PENETRATION, U / o I I I I p m 10'MIN.BELOW MLW(IYR U.O.W 1 � / 1 � U U U l • EXISTING B.O. SLIP @ 1 EXISTING B.O. SLIP @ ' EL. -3.0'± MLW, � - ...- I EL. -3.0'± MLW, • m / l / / (EL. -4.31 NAVD88) / i I / / (EL. -4.3± NAVD88) AREA TO BE DREDGED / � _AREA TO BE DREDGED_ M N P 1 2 a p PROP ED /bM F IN: ' / /77 PROPOSED BO bM OF BASIN: • 3(NAVD88// � ` /I=L45,3'�Av°eS/ �/ / EXTENDED CATWALK ELEVATION EXTENDED CATWALK r r �` �� �� ' ��� �` ,� \ ` \ �� �� ��, 3A 3B ELEVATION Q-+ / / / / / / / / / / / / / ALONG HAUL OUT SLIP - SEAWARD SIDE OF SOUTH RAIL 5HOWN END OF HAUL OUT SLIP EXTENSION - SOUTH RAIL SHOWN 56ALE:%4' = 1'-0" 56ALE:y4" = I'-O" I I W moX v � < Do- I X LL b I I / ° I I I PROP05ED WF BEAM EXTEN51ON C) W I II I II I MATCH EXISTING WF Z O V I I I 1 II I INSTALL W/WEB IN HORIZONTAL O < �MATIGH EXISTING WF ARRANGEMENT PROPOSED 5.5. PLATE CONNECTION � � 2APILE ' TYP. WF BEAM TO PILE CONNECTION 12' x 10' x 0.3-75' THK PLATE PILE I -3/4V A2"L&GALVANIZED • WHELP(RILL PENETRATION) AT ENTIRE PERIMETER � O ELEVATION LAG BOLT W/WASHER (TIMBER GIRDERS AT RAIL SUPPORT) ELEVATION 3 4 1 BOLT PER INTERSECTION BEAMFLOCATED N G S(VERTICAL POINT OF PROP./EXIST. ) N BEAM FLANGES(VERIIGAL PLANE-BOAT PIT SIDE) NORTH RAIL (TIMBER 61RDER5 AT PROP05ED GATWALK) T.O.UPPER FLANGE • SOUTH RAIL ONLY SCALE:Y2" = I'-0' 11-0 NORTH RAIL WF WEE,(BEYOND) SCALE:12' = 1'-0" - B.O.LOVER FLANGE PROP05EO WF RAIL- - EXISTING l^F RAIL TO REMAIN ST I SEE DETAIL SFOR PILE SEAT - - ------- - � = o �--- _-- -_ -- �T� TYPICAL 61RDER TO PILE THRIJ BOLT CONNECTION USE: 2-s/'m 6ALV TIMBER BOLTS W/ II TYP PROP05ED EXISTING (2)WASHER5 I NUT(HEADIEND) CONSTRUCTION TO REMAIN 3 EXI5TIN6 19.2'W x t46'LG 2 2-4x12 GGA DROPPED GIRDERS(T1'P) ENGINEER: SP3 HAUL OUT SLIP WITH A CLEAR OPENING OF tIG.2' SP3 TYPICAL GGA PILE E TO BE MODIFIED TO GREATS A t19.8'H x �bLG I2°o,15 TON, I Y HAUL OUT SLIP WITH A CLEAR OPENING OF ±148' �-I SEE PILE TRIM DTL Nos,DW6 SP3 ( �E G� O,p KO in-IO" SOUTH I I PROP05ED D 015TMCE BETWEEN HAUL OUT RAILS NORTH ELEVATION - ELEVATION - m 1 :N. w ID Zc WF VERTICAL FACE 3C WF CONNECTION z �' el.10.0' e1.100' (BEAM FLANGE PERPENDICULAR TO 61RDER5) SOUTH RAIL-SHOWN, �O.O I3 j 33 � NOTE: USE GALVANIZED FA5TENIN5 N NORTH•� - 1-0 ESSION el.G�' NORTH RAIL SHOWN NOBLE:�"= I'-0" © ( 1 AND CONNECTION HARDWARE,TYR ((�- �1l " - 1'-0' F P CATWALK/ ® © I GAY JEFFREY T. BUTLER,FE. WALKWAY �' RAIL � RAIL, el.B.0' T.O.RAIL® EL.72' T.D.RAIL a EL.l.2' EX.GRD EsEYOND el. 7.0' 71 I e yT:O.BULKHD o ELn tb.b'F- loll 16, 1 e1.5.0' e I. 5.0' 0 Q el.4.0' ��_ SEASONAL H16H WATER MARK 6 EL. 3.T (NAVD88) ON NOV. 11, 2020 el.4.0' z PROPOSED 24'LONG FI_OATINS DOGK(5) Q ~ 2020 �. Z } HIGH WATER MARK a EL. 3.7 (NAVD88)ON NOV. 11, el.3.0' © USE 2x GGA TIMBER EX. t5' WIDE DOGK 0@@@00 � Q N 6 el.20' EX. AREA TO BE DREDGED BULKHEAD e1. 2.0' FOR CATWALK GOVER -1 v LL APPROX t17 G.Y. OF SPOIL TO BE PROP05M 4'W x 24'L6 FINGER FLOATING DOCKS � � 111 � Q el. 1.0' el. I.O' 0 TO REPLACE EXISTING FLOATING D0GK5'A'THRU 'F'. --I LE6 (WALKWAY-SIMILAR O CQ W REMOVED AND REUSED AS BACKFILL GOVEFJm Z Z >O 'v EX. -+5'H)< t112'LG 'A'(t4k120'L6J,E'(14'xti8L6),'G'(t4'xtl6'L6), � V }- Q � � el.OD' LOW WATER MARK @ EL. -1.3' (NAVD88) el.OD' FLOATING DOGK b'(t4kt16'L6),E'(t4"b'L6) AND F'04$061L6), +� < I O Q LL el.-I.O' ON NOV. I1, 2020 el. -I.O' TO REMAIN 5EASONAL HIGH WTR 0 EL.t4DY F- I- (�/ -- PROPOSED 12'1 GGA TIMBER PILES // i. / (NAVD88)ON NOV. 11,2020 rTl I- Z I (] el.-2.0' x �i eI. -2.0' W L Q r� H16H 14AT ER MARK® O Z Q e1.-3.0' l / EXI5TIN6 B.O. SLIP a EL. -3.0'1 h1LW, �� el. -3.0' Z PROPOSED GALV. _ �T� (EL. -4.31 NAVD88) -- W PROP05ED GATWALUNALKWAY NOTES. CONNECTION HARDWARE PROP05ED 6ALV.PILE EL.3.1'(NAVD88)ON 11-11-2020 I-�-I Z W 0 V- ('() o / AREA TO BE DREDGED - HOOPAOR 1�JOIST PLATE O liJ } - ll� el. -4.0' qtr / / /. el. -4 O' �+� I. ALL HARDWARE SHALL BE GALVANIZED. p'8 z _ 2.ALL PROP05ED PILE5 AND LUMBER SHALL HAVE GGA RETENTION OF Q u- O / / / el.-5.0' LIQ U'_ O %//�.! � � h / � 2.5 LBS PER AWPA STANDARD UG5A N el. PROP05ED BOTTOM OF BASIN: EL. -5.3 NAVD88 ^�\ =; ` NOTCHES AND DRILLED HOLES PRIOR TO AS58�LING. LOW WATER MARK a EL.-13'NAVDBB) ;�\\\�\\\\\\\.\\\�� \\\\\\ \\. \\ ;�;�,\\,,\�, ,\ \ ., \\ I f'I 1I lil 1 el.-,.O' 4.ALL 51MP50N STF OPV6-TIE CONNECTORS SHALL BE STAINLESS STEL. FLOATING DOCK(S) PROFILE ON NOV. II,2020 O 5.RIM AND DECK JOISTS TO BE PLACED PER ti0"O.G. 6.CATWALK LAYOUT SiFiOWd,WOOD WALKWAY GON5IRUGTION SIMILAR. TYPICAL OF FLOATING DOCK'A' 'B' 'G' b' 'E'AND 'F' \� EXTENT OF DREDGING TO -4'-0"(t) MLW ' SCALE: �,{IHy" = I'-0' 23k EXISTING BOTTOM® w n Z Z (-5.3 NAVD88) WITH A MAXIMUM OVER UJT OF b.0 / / / L �\/\' \ t �. \�:' � �,;_ e 1. -q 0' EL. -3.0'1 MLW, H O ^ \\' \\ \� FASTS s PROPOS®2-3x10 GGA GIRDER TO PILE el.-10.0 /\\ \\ %;i/ /\ ;�\ el.-10.0' (�. -4.31 NAVD88) ' � \\\ \I , I W/2- /a�x 14 6ALV.THRU BOLT � '� (y Q 2x6 GGA WA5HER AT HEAD AND END TYfPpa DEue Jol5T5 Not ofi NFV�'YOf K CI11' 800-2?2-4480 811 PROPOSED _ 20,• � www.dignetnycli.com PAGE : 10 0 GGA TIMBER PILES (for other states) DEPTH OF PENETRATION = � � � ((� CL, 10'MIN.BELOW MLW �`� L PLAN VIEW ' By law,excavators and contractors working in the five For safety reasons,homeowners are strongly boroughs of New York Cit and Nassau and Suffolk encouraged to call as well when planning an e g y encoura e P 9 YtYP (TYP,UlJ.Nj z�J CATWALKFRAMING DETAIL Counties on Long Island must contact DigNet, of digging on their property.Homeowners can f1$ f 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling I q HAUL WD WALKWAY FRAMING (SIM) 10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For I O JAN 4 HA V L OUT SLIP ELEVATION prior to beginning any mechanized digging or excavation excavation work completed on personal property, SOUTH RAIL -SHOWN, work to ensure underground lines are marked.Excavators it is the contractor's responsibility--NOT the li (EXTENT OF DREDGING) NORTH RAIL -MIRROR and contractors can also submit locate requests online, homeowner's-to contact DigNet.Having utility Southold 1 7Wrl WOOD WALKWAY CONSTRUCTION 51MILAR through ITIC.If you do not currently use ITIC,please call lines marked prior to digging is free of charge. g . _ , . 1-800-524-7603 for more information. L_11oard OfTrtSCALE:Y4' = I'-0" SCALE: .(6 - I-0 Op T.O. PROP05ED VINYL BULKHEAD, EL. 6.6' (NAVDBB) USE%'0 6ALV.BOLT,WA5HER5 d NUT VINYL SHEET PILING,5HOREC)ARD 625 10"0 TIMBER PILE, 4"x8" FOLLOWER,VINYL SHEET AND %� FOR VINYL SHT TO FOLLOWER CONN. b'xb" WHALE SHALL BE FASTENED 0 EACH OCCURRENCE, '"` USE I'�x 12'L6 6ALV TIE RODS, 4'x6' FOLLOWER(BEHIND VINYL USE I" 6ALV. BOLT,(2) WASHERS AND NUT. 4 Q MILE BULKHEAD LE6 'D ADDITIONALLY FASTEN 4"x8' FOLLOWER, VINYL SHEET SP5 SEE SECTION 2'AND VIEW 4' SHEET PILINS,SEE SECTION 2) 4 9 V' FOR MORE INFORMATION(THIS DWG) �� �� AND b"x8" TOP WHALE SHALL BE FASTENED ® I6' O.C. WHALE SPLICE(TYP) T.O.BULKHEAD ELEVATION N EXI5TIN6 25' L6 TIMBER BULKHEAD TO BE � '� c b'-o'o.G. REMOVED AND REPLACED IN PLACE W/ TO MATCH EXI5TIN6 o EL 6.6 (NAVD88) TIEROD(TYP) PROPOSED P.G. BOAT LAUNCH PAD -- --- - ----- ----- " o °-------° ° --° 0 - ------- ------- ' PROPOSED 24' L6 VINYL BULKHEAD ±22.8'W x 20.0L6 � � 0 __ o __ o 3 SEE VIEW 5,THI5 DW6 FOR BULKHO/TRAVE L RAIL AND PAD $ p- SEASONAL HI6H WTR MARK a EL.t4D3' 5P5 WEB OF EX. 50UT}f RAIL, SEE DWG 5Pb FOR CONSTRUCTION DETAILS z , (HAVD88)ON NOV.11,2020 © EL. 72' (NAVD88) (BEYOND) 01. 8.0' y FN61 WATER MARK a EL.±3.7' F- el. 8.0' F-USED RAIL RLANEE PITCH PAD Y�/L.F.(MIN) ` 50UfH RPJL(BEYOND) el. T.O' OO\ p �, 0 0 0 0 0 (NAVD88)oN NOV.II,2020 el. l.0' _ -- - - - el. 6.0' PROP05M RALFLAW)E s ;; ;\e1. 6.0''\\%\\/\1 \/\\/\\ \ ,l\ .0 i\\/i \ '' LOW MATER MARK B H..-13' �1 e l. 5.0' SEASONAL HIGH WTfZ MARK® EL. ±4.03' /; '// // //.// //;// //. /\\,\, ,// //.// //✓i e,1. 5.0'/ �` (NAVD88) ON Nov. 1I,2020 e I. 4.0' r\ \ \,�\ \ \ \ �\ �\ �\ �: •\ \ \ �\ \ �e L 4.0 � �y� MAVD88)oN NOV.I I,2020 HIGH WATER MART: 0 EL. ±3.1' % � e I. 3.0' F\ e I. 3.0' (NAVD88) ON NOV. 11,2020 ` (3) b"x8' l %:/ \j\\ �\ ;' or` EXISTING BA.SLIP a EL-3.0 t MLW„ (�--43f NAVD88)AREA TO BE DRE06ED O 10"0 CGA WHALE5 /�/�/,! //:. . / e I. 2.0' y � R PROP.BOT.OF HASIN�EL.�.3'NAVD88 el. 2.0' x ; AREA TO BE EXCAVATE=D FOR ,\ n <�\s�/ BULKHEAD IN5TALLATION, el. I.O' DEAD IAN BULKHEAD ;�: m +I �, I I I I I I , LES D "r. a �, %\\/ / el. 0.0' 00 �A N \ . \i MATERIAL 5HALL BE REFILLED (TYPICAL) CdA pST� ;, el. 0.0 f=�- � � / TO ACHIEVE PROPOSED GRADE -� \ ' �G�` LOW WATER MAFJ' ® EL. (NAVD88) ON N01(. 11, 2020 (5EE COMPACTION NOTES) POA2'LG GAL. j / / (D BULKHEAD r I I I I el. -2.0' `"= \\%TIE RODS (TYP)j� \ \\/\ \ \,' NOTE: CONCRETE BOAT LAUNCH el. -2.0' y ®LEG I I I I I I I I ;- PAD FOUNDATION HAS BEEN EXISTING B.O. SLIP @ EL. -3.0'± MLW, �r .,� i\� . >, ,y ,y\j. OMITTED FOR PURPOSES OF 2 +I ,+`rys. //�(2) 10 GGA ,, //� ;� .�./ / el. -°}.O' (EL. -4.3±NAVDP�B) AREA TO BE DREDGED : \\ /\ CLARITY, SEE DWG 5Pb FOR _ _ h GAT LO6 //\ INFORMATION e1. -5.0' 777 /T�/ PROP. BOT. OF BASIN- EL. -53 NAV . / / / / 10�x10L6 GGA, / / F� y +: DEADMAN / �\ < 1010 GGA \:\�\�\/\/ /\/\��/\/\ \/ \/\/\/ ..,;;. ./ v v. \ \: el. -7.0' TIMBER /\ \/\\/\\I�Z/� "s= ±4' BULKHD PILE /\ (TYPICAL) e l. -Q.O' ///. //�// :r`t;c / // e l. -Q.O I I I I I I „ f I I I \ ±l0 MIN EXCAVATION REQ D I I I I I I 10 x 30'L6 FOR BULKHEAD ANCHORING I I I I I I GGA PILES a VOL. FOR PROP05ED 5HORE6ARD VINYL BULKHEAD e1. -12.0' / , - I I I I L-J L-J L ' MODEL No. 56560,24 HIGH ,¢� � ��� = •` ;�\/� APPROXIMATE LENGTH I = t12G' `Q VI EH 2 - ELEVATION DETAIL �,, .. c� \, �;....:.\ �/\\//� INCLUDING: 3 /\\// ,�;4 //\\!/\\/ LEG A,(1) ±21LON6, � SG /16 = I-0 ��\/%:: %\�/% LEG 'Al', (1) ±16' LONG, LEG 'B',(1) ±13' LONG, LEG G,(1) ±46LONG AND ti \/I Elul 2 - -�//� _3 ;/� LEG 'D',q) ±25' LONG 1"0 x 12' L6 GALVANIZED TIE RO m BULKHEAD PROFILE � r a O 10 iP GGA GAT L SCALE: 3/I6 - 1'-0" /��/�� : • \ \ 10 x 30 LG A rT; co \' CGA PILE,b' O.G.. (TYP) g F �X' 0O0K O'VXIO'L6 DEADMAN(TY ) a 1- 6RAVEL SURFACE NOTE: VINYL SHEET PILING 0 EXIST.GRAVEL/BROKEN ASPHALT F� BULKHEAD SHOREGUARD 625 COVER TO BE RETURNED To BOAT \ xb FOLLOWER(TYP) ® LEG O < STORAGE AREA AFTER COMPETITION OF I _ - - - _--- _ _ - - � CONSTRUCTION GRADE TO MEET IL NEW BULKHEAD GAP,BOAT LAUNCH --- - X PLATFORM AND WOOD WALKWAY :: ::<.;::::::.::,:<:.-;:: :..::::. .:::. :,::::.:.:: .:::::::.•:::::::::.:.:..•:::::::>. :....,::::.:..:.;;::::.,.:..::<,3 PROPOSED E06E OF EXCAVATION, (� Z O 6-O O.G. WALE SPICE APPROX.35'BELOW DgSTINb 6RADE PROPOSED E06E OF EXCAVATION-APPROXIMATE 65'BELOW EXISTING 6RADE TIEROD (TYP) I 10'0 x 30'L6 GGA PILES Q VIEI^I '4' - PLAN DETAIL ® b'oL.PAX), � � dJ INSTALLED A5 SHOWN z SCALE: 3/16" = 1'-0" o y b"x 8"GGA WALE(I OF 2) 0 BULKHEAD I 10"0 CGA u7 U p�� TIMBER - O DEADMAN (TYPICAL) (b 10'4,GGA GAT L06 x 10'�CGA GAT L06 EXTEND RAIL 18" BEYOND 0-63/W 10 m GGA GAT LOG BULKHEAD FOLLOWER Q O I - - - �LKflo � PRO-0•+RECESSED 1�STEEL PLATS h 13.0' 10.0' 2' I I' 5'-5' b' E�'4 5' E�'4 6=T3/4 5'�{' b'-P�4 4'-£d�4' 3'- z" p SEE STEEL PAD® KEINE PL. BOAT LAUNCH, PROPOSED EXCAVATION PROP05M EXCAVATION � � FILE � ' APPROX.3:0' BELOW(Mlh)EX.SURFACE APPROX.65'BELOW EX.5URFAGE (TYP) ��c I'-b' FOR INSTALLATION REGUUIREMENT5 14 m PROP05ED RAIL FLANGE ENGINEER: - - BULK ' ya �' LEG © ,�? . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . 2A PROPOSED HAUL OUT SLIP FOUNDATION PILES(NORTH RAIU . .'. . . . . . .. . . . . . . . . . . .. . . . . . . . .' .' :'N012TH•. . . .. . . . . . . . . . . . .. .'.'.'. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'I NF ° a 4 (--.\ -,\ `- - PILE --.\ - 5P4 ,--,\ `\ ARE SHOWN FOR RE=EREQGE PURPOSES ''`\ -`, ,'' , ...'. . . . .'.'.'. . . . .'.'. . . . . (?. P� O C O _ '.O .RAIL . . . . .. . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . .....................'.'.' �Y T L1 0 d d a ° <P 4.1 ��_ fh i ' ' 1„r) '� ' ' I��_ ' I��_ ' ' \ - / 1 - / I�,- ' �\- ' '`- ' . . . . . .. . . . . . . . . . . . .. . . . . . . . = . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . .'� V - - - RAIL ABOVE SHOWN FOR RE=.PURP05E5 , , :.:..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' .'.'.'.' '. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.PaOP05ED RAIL WEB ® EL. w`` GONGRETE BOAT LAUNCH 6RADE BEAMS t ±46'L6 PROP05ED VINYL BULKHEAD-LE6 G > ;. AND PILE5 SHOWN FOR REFERENCE I IN PLACE OF ±4b'L6 EXISTING TIMBER BULKHEAD i ^ n ! _�,. 4 7� PURPOSES(TYP OF 3), INSTALLED ±O.6 4b') LANDWARD OF EXISTING TIMBER BULKHEAD W SEE DWG 5P6 FOR INFO ° BOA`f LUKGH " ° n ". . . . �t. . . .. . . . . . �r .'.'.'.'.'.'.'. . . .�l . . . ° ;. . .'. ..q. . . . .. . . . ..-. . . . . .. . . . . .6. . . . .:. .'. . . . . . . . . .. . . . . . . . . . . . .. . . . . . . .'. o o� __ ra A PROPOSED SHORE6ARD VINYL BULKHEAD ° ° ° °Ra 5L,AB, `o . . . . .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. AR 3493 �� PROP D:;: ' w p ° °°< PROPOSED RAIL FLAN6E ..... . . . . . 4 MODEL No. 56560,24' H16H °° ° : FFSSIONP� e 5TC SATE::: APPROXIMATE LENGTH = ±124' I ( u INCLUDING: ° , \ , JEFFREY T. BUTLER, F.E. 0 5EE:Dh16Fb : 'A', / , / \ \//\/ T.O. BULKHEAD @ EL. 6.6 LEG (1) ±2l LONG, \\/\\/ /\\/\\ \/\\/\\/\ .' • : BULKHEAD N - LEG AI, (1) ±18 LONG, /PROP05ED STEE AN6 \// %\//\// fY _ 1 PARTIAL SITE PLAN - PROPOSED BULKHEAD ISG �',(,) ±l3' LONA, L L ! / LES o -� v - - - - ��:-:.,::: ^' 3 x4 xy4 THICK /\/\/\/ DO - O < BULKHEAD t- 1 LEG 'G',(I) ±4b' LONG AND ° I I LEG D SCALE:Y4" = I'-O" BELOW 4'X12' STEEL PAD, \ \ \ \ \ \ \ ° a °° ° a . : : : ::- : ►= to LE6 'D,(I) ±25 LONG INSTALL ANGLE @ PERIMETER z OF STEEL PAD O ts1 - Io'A GCA I; : :;: EXISTING /,\\j�\/i\�/\\/ 4"x8' FOLLOWER AND 0 Lu O PROPOSED � TIMBER I:::::::::::::: : *� O CONCRETE BOAT LAUNCH DEADMAN I I // „ I'"I -� SY I O m • 228'WIDE x 2oa'LONG I (TYP) 19.2 W x ±46 LG \/i\\/ 6x8 WHALE F-I V m Z Z _ :'. :: .... - -- vt w x HAUL OUT SLIP WITH A CLEAR / SEE VIEW 2, DW6 5P5 FOR INFO. �l ( O Z AREA: 456 SOFT. x rm sAt\t.:rleROD:: __4 OPENING OF ±19.2' TO BE - < O WITH STEEL PAD =x r`'_ MODIFIED TO CREATE A VIEI/`� S ELEVATION DETAIL : • PROPOSED 5HOREGARD VINYL BULKHEAD ZCL FOR DESIGN AND (1'rl'aFri41) °• z ±IQ 8 W x ±5b LG I. _ r . MODEL 565b0 W I I I REQUIREMENTS SEE DW6 SP6 z SCALE: 3/Ib - I-0O O HAUL OUT SLIP WITH A CLEAR PROP. ±10 WF ADDITION SEE VIEW 2, DW6 SP5 z O Q OPENING OF ±19.8' I TO SOUTH RAIL FOR INFORMATION w Z ED O V tY� - - - - - -4 O ° e ° oa QI °I ° EXI5TIR6 "C� Z LLJ O lf1 8 < p o ° - - I I a O SOUTH RAIL TO REMAIN O LU O N LL. � IL < ° 4e ua EXISTING HAUL OUT SLIP PILE AND GIRDED FOUNDATION SHALL REMAIN AND ARE SHOWN FOR REFERENCE PURPOSES D -- N V ®EXISTING EO REMAINING BULKHEAD LEG ni �� fir' JAN 1 SOUTH RAIL t_ c 1 ' ' ,n Z z° EX.BULKHEAD TO REMAIN V X ORIGIN Southold To = N V O (, X' ORIGIN 0,0 ORI IN k3oard of Truste s 13.0' Ion' O 800-212-4480 811 - - PROP05ED EXCAVATION PROP05M EXCAVATION NOTE: PN & 0%15LANt PROPOSED WD CATWALK FOUNDATION HAS BEEN REMOVED I yq www.dignetnfor oom orates) ll811.comPACE• (for other states) APPROX.3.0'BELOW(MIN) EX.SURFACE APPROX,65'BELOW EX.SURFACE FROM THI5 VIEW FOR PURPOSES,OF CLARITY(SOUTH SIDE) • SEE NOTED DETAILS/SECTIONS,FOR ADDITIONAL INFORMATION By law,excavators and contractors working in the five For safety reasons,homeowners are strongly 7 boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type C7 ±4b'(REF) 1-800-272-4480c) Counties on Long Island must contact DigNet, of digging on their property.Homeowners can P>A�1zTl AL PLAN 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling 10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For PE:OPOSED BULKI-IED IZEPL�4GEMEI�T ° t46'�4 prior to beginning any mechanized digging or excavation excavation work completed on personal property, work to ensure underground lines are marked.Excavators it is the contractor's responsibility--NOT the " , „ and contractors can also submit locate requests online, homeowner's-to contact DigNet.Having utility SP5 SCALE:Y4 = 1-0through ITIC.If you do not currently use]TIC,please call lines marked prior to digging is free of charge. 1-800-524-7603 for more information. O � M • Of C _ EXTEND RAIL 18' BEYOND PROP POURED GONGRETE BOAT LAUNCH PAD, BULKHEAD FOLLOWER SEE PARTIAL PLAN(THIS DWG) is PROP. REGE55ED STEEL PLATE SEE LAUNGN PAD DETAIL • 4'-0"x 12'-0' x Y2'THK PROP05ED BOAT LAUNCH GRADE BEAM FOR 5LAB a SEE STEEL (TYPICAL)SEE DETAIL FOR CONSTRUCTION REINFORCEMENT FOR LATDIONREREQUIREMENTT5T LAUNCH', / AND REINFOR(BIENT I'-b" �Q� I X ADD (2) - #5 T&B NOA BAR, 10' O.G. TO PENETRATE \ \ 11 EA. SIDE /No.4 HOOP, 10' O.G. 4" INTO BOAT LAVNGH CONCRETE PROPOSED RAIL FL.AN6E 4 VERTICAL PAD. ADJUST ANGLE PER GRADE `i Vii\ "^--=j-- - -�„_ ,;� - - --=•�.-r rn BEAM LOCATION AND SLOPE OF — — / -- — —\ — — — ,� \'\r ,;;�, � , . . . . . . . . . NORTH.:.:.. . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . z — I SLAB. TIE TO NoA REBAR GAGE. \ / r ACTED SOIL,TYP:' F? . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . a No.4 BARS, 8 O.G. \�,\ :. ( .. 1 • - = Q.:.RAIL . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . (SEE�GOMPAG-noN NOTES) I r .'. . . cv'. .'. . . .. . . . . . . . . HORIZONTAL (3 ROWS) ; \; . . PROPOSED RAIL WEB ® EL \ \!` / _ a ° __ .:.:.:.:...:.'.'.'.'.'.'.' ' . . . .. . . . . . . . . . . . . .. . . . . Y P.G. BOAT LAUNCH PAD % \` _ 'I ° X �\ .\ \/:_;',J%\`',`%/\/%�i•\\/ I' '/ /�'\:\% %\%� �'\ �• I� ' a ° ° 6 a _ All .•.Ifl. . . .. . . . . . . .. . . . . .. . . (V I I y b a /j a - . . . . . . . . .. . . . . . . . . . . . . .. . . . . � �in �����1����� �� ���� /\\/ BOA°1 LUNCH n !.'. P. . .. . �f.'. . . 8 a �.'/z %i/i//:%i\//i//i: //i/j /�/j i /i/i: //� a ° 7 b' tS1 I h °P.G SLAB° . . . . . ° b �� PROPOSED RAIL FLANGE 7I ° 10"x,15 TON TIMBER PILE - - — — — -- — — — — ', � - ., . ,• - . • ° I Q °° I Q . . . ' •' (TYPICAL OF ALL BOAT �� `° ° ` ` � ° - • • : ' `/ . / u ° /( // , /( /\\� T.O. BULKHEAD 9 EL. b.b' 11 I; LAUNCH PILES) / / / //\ // / / / / N 2' (TYP) I \. ADD (20 - #5 X 4'-0 � '/\ � � a . • •... �� I I I ���\/ /� //\ � — — — — — — � • II PROPOSED STEEL ANGLE % / ` / BULKHEAD \ CENTER - 5 AT EA. r �, / \!_ \\/\\/ X CORNER \ a 3,5Q P51Q ° _ SEE PARTIAL PILE PLAN,TH15 DW6 / / /\\i . �i' a -� 3'x4N Y411 THICK RECTANGULAR / No.4 BARS, 10 0.C. - / / O I \ I 1 / II GR7NG ETE ( y\\j/\ //\/ O LEG m BELOW 4 XI2 STEEL PAD, \\\\ (TYPIC L �lLL b INSTALL ANGLE ® PERIMETER OPENING ;�' (MAX) j \ : HORIZONTAL. ( I \ a GRADE AIMS o �I EN 2 - OF STEEL PAD GONGRETE BOAT LAUNGN PAD AND \\REI" ° -i- 5 GRADE BEAM/PILE FOUNDATION \�'\i" /\///\\� ; ' ' ' 4x8; FOLLOWER At�u — I Q \ b x8 WHALE MIN GLR BTWN SLEEVES \�� I �r o SCALE: /g' = I'-0" /\ SEE VIEW 2, DW6 5P5 FOR INFO. IN THE LAR6ER DIA 'D' \j \VI EN 3 - ELEVATION DET I L •. ' SCALE: 5Ab" = 1'-0" PROP05ED 5HORECGARD VINYL BULKHEAD ,_ ° jMODEL 56560 /� \/ 5�// SEE VIE2 DWG SP5 2-0 M D MAX // // // ! /// // , \ / / . TRIM BARS TO \\ `\ \ �\ �� !• �� ��,\`\�, �\ . MATCH WALL /\ \\ \ A. �% FOR INFORMATION G.L. HORIZ. BARS \ 1 (1) - #5 EF MIN - FOR 0)=18" ADD (I) - #5Xb'-O" EF DETAIL - REINFORCEMENT: REINFORCEMENT NOTES: �G FOR �"' O RADE BEAM RE I NEORGEMENT I. ALL REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH LATEST USE Nos REBAR, 12" O.G. HORIZ. ,L 12 AND THICKER (EACH WAY) EDITION OF AGI 315 DETAILING MANUAL. SGaLE: i = I-o — TRIM BARS TO MATCH WALL 2.GLEAN AND ROUGHEN TO Y4' AMPLITUDE ALL CONCRETE SURFACES AGAINST VERT. BARS _ - --- ---- J WHIGH CONCRETE 15 TO BE PLACED r (I) #5 EF MIN. �•_,.• ___ _ . ifJ • EQ EQ - 3. ALL REINFORGIN6 STEEL SHALL BE SECURELY HELD IN PROPER POSITION. IF of NSW YOM CIV 800-272-4480 � 811 REQUIRED,ADDITIONAL BARS AND STIRRUPS SHALL BE PROVIDED BY THE a m LONG I5f ANP www.dignetnycli.com or www.calI811.com `I (for other states) LAUNCH PAD DETAIL CONTRACTOR TO FURNISH SUPPORT TO THE REINFORCING STEEL. CIRCULAR OPENING SCALE. N.T.S. 4.5EE DETAILS THIS DRAWING FOR REBAR DETAILS By law,excavators and contractors working in the five For safety reasons,homeowners are strongly 1 � � N boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type n f Counties on Long Island must contact DigNet, of digging cn their property.Homeowners can 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800.272-4480 or by calling NOTE: /^ t� 10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For NOTE: EXTERIOR SLAB SHALL BE DE516NED FOR 250 PSF UNIFORM BEND WHERE ADJAGENT prior to beginning an mechanized digging or excavation excavation work completed on personal property, " " ALL CONCRETE FOR BOAT LAUNCH SLAB TO BE 5,000 PSI. 1" p 9 9 y 99 9 LIVE LOAD OR A 3000 LB POINT LOAD OVER a 4x4 AREA. 3'-0' work to ensure underground lines are marked.Excavators it is the contractor's responsibility--NOT the ALL REINFORCING STEEL TO BE 60 KSI. OPENING INTERFERES and contractors can also submit locate requests online, homeowner's-to contact DigNet.Having utility w O X through ITIC.If you do not currently use ITIC,please call lines marked prior to digging is free of charge. X 1-800-524-7603 for more information. < DOWELS INTO SL OR FTC / Z O 0 MM � L = 30 X BAR DIA. GRAVEL 5URFAGE NOTE: II I C7 EXIST.GRAVEL/BROKEN ASPHALT .'::'•'/' w � I I O AT 5TORA6E ARCOVER TOEA AFTER COM ETITO ITION OF �w� O GRAVEL 5URFAGE NOTE: _ o z . _ _t EXIST.GRAVEL/BROKEN ASPHALT : �G /� O GONSTRUGTION 6RADE TO MEET ' 4 W = m W STORAGE AREA 13E REERNEP TO BOA OF " NEW BULKHEAD GAP,BOAT LAUNCH ?� /�� LEG B F"•'1 . , 6-�2 PLATFORM AND WOOD WALKWAY /�,•3; BULKHEAD � `O GONSTRUGTION GRADE TO MEET BEND IF NEGE55 3'- 2'-u'REF a� /� � W NEW BULKHEAD GAP,BOAT LAUNCH RECTANGULAR OPI=NING PLATFORM AND WOOD WALKWAY BULKHEAD �` /°' t-- --—-- LEG O - / / / BLKHO W — — — — — — — — — — 0 PILE YP n ) ADD2 #5X6'-0" EF < ° ° ° ------ ---- ---- -- - ---- -- -- - --- ----- - ------ ----- -- -- --� _ ° r, � . TYP FOR WALLS 12" AND THICKER — a. a• a C a - ' ��I - as \ ya•° „�.'° j., 14 �- �• J J EN6INEERI a a a ADD 2 #5 X 6'-0" E- — —��I - - - VE -SHOWN FOR REF.PURPOSES ,��OF t'.:.1 LINE OF RAIL ABO PROPOSED HAUL OUT SLIP P J- _ 10 TON GGA PILES, 12"0 � �F TYP FOR WALLS 12" AND THICKER • PROPOSED ° ' '� Y T. / CONCRETE BOAT LAUNCH PAD VE 8'THK REINFORCED POURED CON TE ° 5HOHN FOR REFERENCE PURP05E5. •• 5 PSI SLAB ° PROPOSED C- m A� ° RECESSED STEEL PLATE 2.-0. SEE LAUNGtf PAD DETAIL FOR 4.: PROP05ED VINYL BULKHEAD m REINFORCEMENT REQUIREMENTS ° °° ra 4-0 x 12-0 x THK 1ASSOCIATEDN W SEE 'STEA=L PAD 6 CONCRETE BOAT LAUNGN, FOR E PURPOSES SHOWN HERE • / ,/ / ' FOR INSTALLATION REQUIREMENT5 0 C� FOR PILE CONFIGURATION,DESIGN,ANCHORING A 34 9 RECTANGULAR OPENING ° ° ° PROPOSED BULKHEAD �nrlr P� AND REQUIREMENTS SEE Dh�SP3 AND SP4 �O 10 TON GGA PILES, 10"4 ` ''`�N 5HOHN FOR REFERENGE PURPOSES. JEFFREY T. BUTLER,P E. (V a`—J°'' � •y• •:a•a e �, 4d a• da:d / 4!i4i deo• /// `' V Y ° GEN`�ER`/ GE_NTER O Q O ` < ' PROP05ED 10 TON GGA TIMBER PILES STEEL'PL ' / O ° TYPICAL OF 9 �AT LAUNCH PILES /� / , BULK HAUL OUT PIT Q BER PILES HEAD PARTIAL SITE PLAN - PROPOSED LAUNCH PAD v� ° Z o CA ° • 10 Q GGA TIM // / / EXISTING o SEE GRADE BEAM REINFORGEMENT'DTI. ' ,,�' ''/' I:'( LEG DO 1 1 1 }- ° 14.2 W x 45.5 5 1 ° FOR PILE EMBEDMENT INTO BEAM 1' /�/' `` // p 9 e ,� // / , , . = 1 11 < . z z Q PROPOSED,GRADE BEAM / .. b HAUL OUT SLIP WITH A CLEAR SCALE=Ya I-0 � O _ ALT HOOK LL LAP 12" FOR #3, Q + + °° < •° a24"x 24" x 20'L6 REINF.P.G.BEAM,TYP OF 3 "° . ','' OPENIN6 OF ±Iq.2' TO BE O W O P051TION 11' FOR #4 iv X Ca ,° 3,500 PSI CONCRETE MODIFIED TO CREATE A REMOVED FOR CLARITY 1--a � � � I O CA Qd' • ° < SEE GONG.BOAT LAUNCH PAD AND GRADE BEAM ° -' HAUL CUT WF RAILS AND SUPPORTING 61RDER FOUNDATION �-{ IY� Z Z 4x BAR /PILE FOUNDATION DETAIL ° �.'' / ±Iq.B'W x 555'LG •• NORTH AW SOUTH RAIL �O / //,' :3' OR 4' MIN ° '' ///;, HAUL OUT SLIP WITH A CLEAR Z < O CL ALT. • � SEE GRADE BEAM REINF.DTL FOR REQTINTS ° � ' � • SPb OPENING OF ±Iq.B' ^ P •d ,a /=d\' .. a a. a_ .a . / _-_� e ° .a.� •Q a<. ° W Q � O ° �T: EXISTIN6 HAUL OUT SLIP PROPOSED HAUL OUT SLIP TIES �p n . e'b a �, m• PILE5 TO REMAIN 10 TON CGA PILES, 12" W � ZLuO � m ALTERNATIVE ° < " SHOHN FOR REFERENGE PURP05E5 SHOWN FOR REFERENCE PURPO5ES. } CVO E:.1 C, z O m 4;-`�4e REF DO NOT USE A5 P.EFERENGE F012 LOGATIfd6 PUP.P05E5 X LL O td o 0 1 1 1 1 1 1 1 1 _l -1 W D v O �t Q EXISTIN6 EO REMAINING ::;,: _ �� -' -' -' ,' .' ��, cSl J = N CV m /! / SDU IIL r- T BULKHEAD LE6 i 1 �1 `J� �1 �1 �1 �1 �1 �1 �1 LL a U-) O O O 5TIRRUPS � � - . . . . . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . 3 p 6+ X' ORIGIN 2,�" 0,0 X ORIGIN W O O STIRRUPS AND TIES �'`�e�'�' ORIGIN 1 In n Z �II d f� N O Q � 2'-9' l'-3' l'-3" 4'-b" �" 9 PROP05ED WD CATWALK FOUNDATION HAS BEEN REMOVED BAR 51ZE MIN. BEND DIAMETER MAIN REINFORGEMENT �.., FROM THIS VIEW FOR PURPOSES OF CLARITY(SOUTH SIDE) 20'-0' SEE DW6 SP5 AND 5P4 FOR INFO �^ #3 - #8 b X BAR DIA BAR SIZE MIN. BEND DIAMETER I 11 (� �[ �' �/� PAOE 20-IOY� V 1, t45-�4 (REF) #q - #II BXBAR DIA #3 - #5 4XBARDIA OTHERS SAME AS MAIN REINF. M JAN, Lj #14 - #18 IOXBAR C>IA PARTIAL PILE PLAN - CONCRETE BOAT LAUNGN Bo o d oflTfTokvn 5GALE:Y4 = 11-011 ---- of 6 4 / STRONG'S MARINE INLET LLC.2255 WICKHAM AVENUE,MATTITUCK 10 {�- k t' Figure 1. Looking southwest at existing+19.2'x 46'travel lift/boat haul-out slip to be modified to create+19.8'x 56'slip via removal of+46'bulkhead("E");construction of±25'vinyl bulkhead in place of+24'bulkhead("D');construction of±46' vinyl bulkhead+1'landward of+46'bulkhead to be removed("C"); 10'seaward extension of existing south rail("Q'); replacement of existing north rail with +57'rail("P");and replacement of+2'x 40'wood walk with+2'x 56'wood walk("M"). AV r -- e �I Figure Z Looking northwest from Mattituck Creek at existing±19.2'x 46'travel liftlboat haul-out slip to be modified and incidentally dredged;at existing guide piles outside slip to re relocated;and at existing +14'timber bulkhead to be removed and replaced(in-place) with +13'vinyl bulkhead("B"). STRONG'S MARINE INLET LLC,2255 WICKHAM AVENUE,MATTITUCK Y � d�� .� �.� _. . fi s:�.s>�1 - ,. Asn• � I � iy,r�a 15 t Figure 3. Looking northeast at north travel lift rail to be extended 10'seaward("Q"); and at+46'timber bulkhead beneath it to be permanently removed("E"). � f a Y 1 ' t � . "m n s �I '� `�7►.s-.yrs�..-aw. Figure 4. Looking west at existing±45 If of existing timber bulkhead to be removed and replaced(in-place) with vinyl bulkhead("A"and"AI"). t Y STRONG'S MARINE INLET LLC,2255 WICKHAM AVENUE.MATTITUCK s y Figure S. Looking southeast over area of proposed+20'x 23'concrete boat launch with 4'x 12'steel pad adjacent to slip. AIM- ! MY 01 up Figure& Looking southwest at existing 5'x 170'floating dock("G")to be permanently removed; at six associated 4'x variable length finger floats to be removed and replaced with six 4'x 24' finger floats and pilings,relocated and attached to existing 5'x 172'floating dock("J")to remain;and at existing+166'in-water timber bulkhead situated between floating docks to be permanently removed. E "RealPro=yTaxServica, rtztNalw lzu ...... . .. SFE sm NM 107 MATCH Z—_---LINE 4 /+ ••,� , %tp 11� FOR PCL W. \ t ` t SEE>�NO. L . WA 11 1�0 < 1q S ` 13 m ' ' Y �'' ',M env t • ze t1 P .���• UNION FREE ZAA(C) 1 k/ Iqy G v "u _ • _O soNq 4f r.•I�. fI TO ° NWTITUCK R.wc olsmlCT I•�r 1. e A,+F �` a'F'' ,� r•�� 'f�� 4 20 w •1 F 'p - ' 5 C CH M 1.3l�cyw ��3 P� � yf� �I P �wP" g1 a 1DF •�y � � . e ,@ tz to 1t�C) tL. ~ s 2Z4 20 a V b o tt m 715 lyy l tAN•° FOR PCL K 2M. tlt SEE SEC.NO. 1T tt St1J1,5 tc1 t9 tT t 11 Q 161 1 t "r 142 O1 Wr�Ns D , I 42 }t i y FA1D01.Eig atm _1.A ,m - . " faR Petra. I. �Z 2 SEE sEc.No. 1 s145 EE \'�� .. ---tzzmootw ) asMA i—tazasost •vmpc X11 s -- —�..--- 11NE 7S/ 3 tJOA " MATCH —� 11NE unTCH SEE SFL.NO.122 ..r....w. w•rrur a rur ------ rr.u. --tw— .e.re...Ir --•-- NOTICE COUNTY SUFFOLK (� E lit °� SOWHOLD �� — — r.:.r Pt) rr M1".•. -- -- �w _—•-- COU FSUFF C SECTION Real Property Tax Service Agency r �� ------ rrt.. v."..u. --•-- "•-w•--•-- DtA.�,pnlKNµtaR,A,6>� a,ry, Ca,,,.Get..RI.«A.d.N.,,PO, M t „0 „t V.,,IDE<K 114 "�� N`a r tit Aq",1Y 1�iL –� trYtr --•-- u.--r-- w� E� P'.(t "q'4'� F tr, 114 "lnbCI MD 1000 21Aq —— —— - PROPERTY MM t�"W IY r -. .. Co1N"IOlttlt.Y.,tT,T _ OFFICE LOCATION: �( ��� ���, MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 d Telephone: 631 765-1938 �a � 0 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date: March 15, 2021 Re: Local Waterfront Coastal Consistency Review for STRONG'S MARINE INLET, LLC, c/o STRONG'S WATER CLUB & MARINA SCTM# 1000-114-3-1 En-Consultants on behalf of STRONG'S MARINE INLET, LLC, c/o STRONG'S WATER CLUB & MARINA requests a Wetland Permit to modify existing +19.2' x 46' travel lift/boat haul-out slip to create +19.8' x 56' slip, as follows: remove (without replacement) existing +46 If timber bulkhead ("E") beneath south lift rail ("Q"), extend existing south rail (to remain) seaward by approximately 10 feet to finished length of+56 If over slip, and construct +2' x 56' wood walk with handrail ("M") along most seaward portion of lift rail, in place of existing +2' x 40' wood walk; construct +25 If of vinyl bulkhead in place of existing +24' timber bulkhead ("D"); construct +46 If of vinyl bulkhead approximately 1 foot (+8") landward of existing +46' timber bulkhead to be removed ("C"), excavate and dredge +1' x 46' area between existing and proposed bulkheads to max. depth of-4'MLW(with 6" overcut), and use approximately 15 cy of soil/spoil as backfill; install new +57 If north lift rail (+56 If over slip) in place of existing lift rail ("P"), and construct +2' x 13' wood walk with handrail ("N") along most seaward end of lift rail; construct +13 If of vinyl bulkhead in place of existing +14' timber bulkhead ("B"); remove and replace (in-place) existing +18' and +27' sections of timber bulkhead with +45 If of vinyl bulkhead ("A1" and "A"); incidentally dredge +19.8' x 56' haul-out slip (within 10' of existing bulkheads beneath lift rails) to maximum depth of-4'MLW(with 6" overcut), and use approximately 77 cy of spoil as backfill; relocate two existing tie-off pilings seaward of slip; and on landward side of slip, install 4' x 12' steel pad within footprint of proposed +20' x 23' concrete boat launch (w/P.C. grade beam foundation), and re-grade surrounding gravel/broken asphalt surface. Reconfigure floating docks southwest of travel lift slip, as follows: remove (without replacement) 5' x 170' floating dock ("G") and adjacent 166' in-water bulkhead ("H"); remove and replace six (6) 4' x variable length finger floats (attached to floating dock to be removed) with six (6) 4' x 24' finger floats and associated pilings to be attached to existing +5' x 172' floating dock to remain ("J"). Located: 2255 Wickham Avenue, Mattituck. SCTM# 1000-114-3-1 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 actions are CONSISTENT with the Policy Standards and therefore are CONSISTENT with the LWRP. To meet Policy 6. Protect and restore the quality and function of the Town of Southold ecosystem„ the following is required. 1. Verify that the dredged material (spoil) to be used as back-fill on-site is suitable and not contaminated. 2. Comply with § 275-11. Construction and operation standards. a. Require turbidity controls during all in water construction to minimize adverse impacts on ecological components. b. Minimize the use of CCA treated materials in this expected, low flushing area of Mattituck Creek. Clarify where the closest pump out facility/boat is to service this marina. This determination was made in consideration of the replacement and reconfiguration of existing structures. It is my understanding that the proposed work will not increase the number of boats using, moored or stored on-site. 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 of Peter Young,Chairman Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 AL Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., March 10, 2021 the following recommendation was made: Moved by Peter Meeker, seconded by Carol Brown, it was RESOLVED to SUPPORT the application of STRONG'S MARINE INLET, LLC to maintain and improve the existing travel lift slip by replacing/extending the lift rails and replacing the bulkheading forming the slip, widening the slip by approx. 1 , and providing a new concrete boat launch; to replace/maintain adjacent bulkheading; and to maintain and streamline existing marina dockage by eliminating a 170' long floating dock, replacing the associated finger floats and relocating them to an adjacent floating dock, and permanently removing adjacent 166' in-water bulkhead. Located: 2255 Wickham Ave., Mattituck. SCTM#114-3-1 Inspected by: Peter Young, Peter Meeker, Carol Brown The CAC Supports the application with run-off mitigation upland of the travel lift. Vote of Council: Ayes: All Motion Carried Glenn Goldsmith, P lent 5f SOU,�� Town Hall Annex Michael J. Domino,Vice-President �Q�' �j_ 54375 Route 25 John M.Bredeme er III Y� P.O.Box 1179 Y Southold,New York 11971 A.Nicholas Krupski Telephone(631) 765-1892 Greg Williams %�' ® `yam Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application D E C E Q U E Wetland Permit Application Administrative Permit Amendment/Transfer/Extension t 2021 Received Application: h 11,21 Received Fee: $ 250.00 Completed Application: 127.21 Southold Town Incomplete: Board of Trustees SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): LWRP Consistency Assesm norm Sent: 3 S AC Referral Sent: c� 17 Date of Inspection: 3.18,2 Receipt of CAC Report: Technical Review: Public Hearing Held: 3 1 Z Resolution: Name of Applicant Strong's Marine Inlet,LLC 1 c/o Strong's Water Club&Manna Address P.O.Box 1409,Mattituck,NY 11952 ' 3 Phone Number: 631 298-4739 Suffolk County Tax Map Number: 1000 - 114-3-1 Property Location: 2255 Wickham Avenue,Mattituck (provide LILCO Pole #, distance to cross streets, and location) AGENT: En-Consultants (If applicable) Address: 1319 North Sea Road, Southampton,NY 11968 Phone:631-283-6360 GO J Board of Trustees Apy atiori GENERAL DATA Land Area(in square feet): 383,393 Area Zoning: M-II Previous use of property: Commercial marina/beach club with restaurant&swimming pool Intended use of property: No change Covenants and Restrictions: Yes X No If"Yes", please provide copy. Does this project require a variance from the Zoning Board of Appeals Yes X No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by Building Dept. Yes X No Does the structure(s)on property have a valid Certificate of Occupancy X Yes No Prior permits/approvals for site improvements: Agency Date Southold Trustees Permit No 4972 10-23-98 Southold Trustees PermitNo 5083 11-3-99 Southold Trustees Permit No 5855 1-21-04 Southold Trustees Permit No. 6932 7-23-08 Southold Trustees Permit No. 7372 8-18-10 Southold Trustees Permit No. 8359A 12-4-13 Southold Trustees Permit No. 8397 4-23-14 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): -- SEE ATTACHED-- PROJECT DESCRIPTION FOR STRONG'S MARINE INLET,LLC 2255 WICKHAM AVENUE MATTITUCK,NY 11952 SCTM#1000-114-3-1 Modify existing+19.2' x 46' travel lift/boat haul-out slip to create+19.8' x 56' slip, as follows: remove (without replacement) existing+461f timber bulkhead("E")beneath south lift rail("Q"), extend existing south rail(to remain) seaward by approximately 10 feet to finished length of+561f over slip, and construct+2' x 56' wood walk with handrail("M")along most seaward portion of lift rail, in place of existing+2' x 40' wood walk; construct+251f of vinyl bulkhead in place of existing+24' timber bulkhead("D"); construct+461f of vinyl bulkhead approximately 1 foot(+8")landward of existing+46' timber bulkhead to be removed("C"), excavate and dredge+1' x 46' area between existing and proposed bulkheads to max. depth of-4'MLW(with 6"overcut), and use approximately 15 cy of soil/spoil as backfill; install new+571f north lift rail (+561f over slip)in place of existing lift rail("P"), and construct +2' x 13' wood walk with handrail ("N")along most seaward end of lift rail; construct+13 if of vinyl bulkhead in place of existing+14' timber bulkhead(`B"); remove and replace(in-place) existing+18' and+27' sections of timber bulkhead with+451f of vinyl bulkhead("A1"and"X'); incidentally dredge +19.8' x 56' haul-out slip (within 10' of existing bulkheads beneath lift rails)to maximum depth of- 4'MLW(with 6"overcut),and use approximately 77 cy of spoil as backfill;relocate two existing tie-off pilings seaward of slip; and on landward side of slip, install 4' x 12' steel pad within footprint of proposed+20' x 23' concrete boat launch(w/P.C. grade beam foundation), and re-grade surrounding gravel/broken asphalt surface. Reconfigure floating docks southwest of travel lift slip, as follows: remove (without replacement) 5' x 170' floating dock("G")and adjacent 166' in-water bulkhead("H"); remove and replace six(6)4' x variable length finger floats (attached to floating dock to be removed)with six(6) 4' x 24' finger floats and associated pilings to be attached to existing+5' x 172' floating dock to remain ("J"). All work to be conducted pursuant to the site plan prepared by Jeffrey T. Butler,P.E.,P.C., last dated December 23, 2020. $oard of Trustees Applic ori WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To maintain and improve the usefulness of an existing travel lift slip by replacing/extending the lift rails and replacing the bulkheading forming the slip,widening the slip by approx I foot,and providing a new concrete boat launch,to replace/maintain adjacent bulkheading,and to maintain and streamline existing manna dockage by eliminating a 170'long floating dock,replacing the associated finger floats and relocating them to an adjacent floating dock,and permanently removing an adjacent 166'm-water bulkhead Area of wetlands on lot: < 12,000 square feet Percent coverage of lot: <3 °% Closest distance between nearest existing structure and upland edge of wetlands: 0 feet ex.bulkheading Closest distance between nearest proposed structure and upland edge of wetlands: 0 feet prop.bulkheading Does the project involve excavation or filling? No X Yes (15 cy excavated upland soil&77 cy dredge If yes, how much material will be excavated? +/-92 cubic yards spoil) How much material will be filled? +/-92 cubic yards Depth of which material will be removed o-r-deposited: -4.5 feet(max. depth below MLW) Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: Approx.92 cy of backfill material will consist of+/- 15 cy earthen material to be excavated from+/- 1'x 46'upland area to be removed from between existing 46'timber bulkhead on north side of slip and proposed 46'vinyl bulkhead to be constructed approx. 1'foot landward thereof and+/-77 cy spoil to be incidentally dredged from travel lift slip. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): The proposed project is designed to maintain and improve the usefulness of an existing travel lift slip by replacing/extending the lift rails and replacing the bulkheading forming the slip,widening the slip by approx. 1 foot,and providing a new concrete boat launch;and to maintain and streamline existing marina dockage by eliminating a 170'-long floating dock,replacing the associated finger floats and relocating them to an adjacent floating dock,and permanently removing a 166'in-water bulkhead located between the floating docks,all as part of an ongoing effort to enhance an existing commercial manna facility. The associated work will result in the replacement of approximately 1291f of treated timber bulkheading with untreated vinyl sheet piling bulkhead;the permanent removal of an additional 212 if of existing treated timber bulkheading;and the permanent removal of an approximately 850 sf floating dock. And the slight widening of the travel lift slip will result in an approximately 46 sf increase in surface water area adjacent to Mattituck Creek,in place of existing upland area. Aside from otherwise maintaining historically existing conditions,the project will thus have beneficial effects on the adjacent tidal waters and wetlands through a net reduction in bottom coverage,a net reduction in treated structural materials in the waterway,and a net increase in water surface area adjacent to Mattituck Creek. T 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I-Project Information.The applicant or project sponsor is responsible for the completion of Part 1.Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information Complete all items in Part 1 You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I-Project and Sponsor Information Name of Action or Project: Strong's Marine Inlet Waterpark-Travel Lift Project Location(describe,and attach a location map): 2255 Wickham Avenue,Mattituck,Town of Southold, Suffolk County,NY, SCTM# 1000-114-3-1;property is located on west side of Wickham Avenue,maps provided. Brief Description of Proposed Action: SEE ATTACHED PROJECT DESCRIPTION Name of Applicant or Sonsor: Telephone: 631-298-4739 Marine Mare Inlet,TLC c/o Jeffrey Strong,Managing Member E-Mail. jeff@strongsmanne.com Address. P.O.Box 1409 City/PO: State* Zip Code: Mattituck NY 11952 1 Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. X 2 Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: NYS DEC,USA COE,NYS DOS X 3.a.Total acreage of the site of the proposed action? 8.8015 acres b.Total acreage to be physically disturbed? <15,000 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 8.8015 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑ Urban ❑ Rural(non-agriculture) ❑ Industrial N Commercial ® Residential(suburban) ❑ Forest ❑Agriculture N Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 f PROJECT DESCRIPTION FOR STRONG'S MARINE INLET,LLC 2255 WICKHAM AVENUE MATTITUCK,NY 11952 SCTM#1000-114-3-1 Modify existing+19.2' x 46' travel lift/boat haul-out slip to create+19.8' x 56' slip, as follows: remove (without replacement) existing±461f timber bulkhead(`B")beneath south lift rail("Q"), extend existing south rail(to remain) seaward by approximately 10 feet to finished length of+561f over slip, and construct+2' x 56' wood walk with handrail ("M") along most seaward portion of lift rail,in place of existing+2' x 40' wood walk; construct+25 if of vinyl bulkhead in place of existing+24' timber bulkhead("D"); construct+461f of vinyl bulkhead approximately 1 foot(±8") landward of existing±46' timber bulkhead to be removed("C"), excavate and dredge+1' x 46' area between existing and proposed bulkheads to max. depth of-4'MLW(with 6"overcut), and use approximately 15 cy of soil/spoil as backfill; install new+571f north lift rail(+561f over slip)in place of existing lift rail("P"), and construct +2' x 13' wood walk with handrail ("N") along most seaward end of lift rail; construct+13 if of vinyl bulkhead in place of existing+14' timber bulkhead(`B"); remove and replace(in-place) existing+18' and+27' sections of timber bulkhead with+45 if of vinyl bulkhead("Al"and"A"); incidentally dredge +19.8' x 56' haul-out slip (within 10' of existing bulkheads beneath lift rails)to maximum depth of- 4'MLW(with 6"overcut),and use approximately 77 cy of spoil as backfill; relocate two existing tie-off pilings seaward of slip; and on landward side of slip, install 4' x 12' steel pad within footprint of proposed+20' x 23' concrete boat launch(w/P.C. grade beam foundation),and re-grade surrounding gravel/broken asphalt surface. Reconfigure floating docks southwest of travel lift slip, as follows: remove (without replacement) 5' x 170' floating dock("G") and adjacent 166' in-water bulkhead("H"); remove and replace six(6)4' x variable length finger floats (attached to floating dock to be removed)with six(6) 4' x 24' finger floats and associated pilings to be attached to existing+5' x 172' floating dock to remain ("J"). All work to be conducted pursuant to the site plan prepared by Jeffrey T. Butler,P.E.,P.C., last dated December 23,2020. 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify• X 8. a. Will the proposed action result in a substantial increase in traffic above present levels9 NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies. N/A 10.Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water- N/A 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment N/A 12. a Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b. Is the proposed action located in an archeological sensitive area? X X 13.a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal, state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply ® Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ® Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16. Is the project site located in the 100 year flood plain? NO YES X 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a Will storm water discharges flow to adjacent properties? ❑NO❑YES X b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe. ❑NO❑YES Page 2 of 4 .. ........................ 18. Does the proposed—action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g. retention pond, waste lagoon,dam)? If Yes,explain purpose and size: X ............. 19. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES—. solid waste management facility? If Yes, describe: X ... ................ I ..... ......... . ...................... 20. Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or YES completed)for hazardous waste? If Yes, describe: X .................................................... .............. ........ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Al– ...... Date: January 8,2021 "st Signature� Rob oastal errTnarm,CMgmt. Specl T Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2.Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur I. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? �,X 2. Will the proposed action result in a change in the use or intensity of use of land? IZ mmmmmmm 3. Will the proposed action impair the character or quality of the existing community? —------------- 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? . ........................... 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable.enRrg–v opportunities? 7. Will the proposed action impact existing: a. public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic, archaeological, architectural or aesthetic resources? ..................................................... 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies, groundwater,air quality, flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11. Will the proposedaction create a hazard to environmental resources or human health? Part 3- Determination of significance.The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur", or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part I Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility, geographic scope and magnitude.Also consider the potential for short-term, long-term and cumulative impacts. 11 Check this box if you have determined, based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above, and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. I '"Tq 41e4-�5 S6114L0)A�'I'&L4S_ 12,12 Name of Lead Agency Date Print or e Name f 4,sponsibjc,Officer in Lead Agency Title of Responsible Officer '.'ignature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 OREGON Bldw ineye ,rqq �c4 YDS oy•\ �,\\\ `aa N / \�✓A ^\\ '9 stello d)Borghe� "; "V Ao�Qo A\ s� v - Vlr�ards8 ry =Bailie beach s c 11 y0A\° Sherwood House\ys Part', - h{YS \ °°P� icy \�neyards \ "\ c EAST 'MiAi3TITUCK I7puaSf\u ROSE LA pO�\ 2` tri r- ", ' zip ° °/�\9 z)� so/ Pell sRAIMEW P° Vnc ' �R�1���` aue nrE Pte° " �0�9 \ ,z• r-,'' \ tiq F\ DR +Dq E o \<P\ vi a Suffolk CwrttG{Nagztrom Map 45 � �'5\ 1" = 20001 �pQp, k. x -MI 1�✓y/\p -- o N---------- --- -------' -----\\ ----i�r----- 3 \.\l, SCpNe FOX H Flo IS V\ \` a v - h l i t Matta uck y '3 `i cyq AZQ�EQ �' s ''•.,~,I t `J�` ,u +� W._a n °PO \o i\) HS '�+�`'��`_'c f}r P/�\ Vi/ -moi$P✓"i.Y �•:'.:� t.ra k�_Ci�rr'�•�J� /\ � I�'o ,I �� I I� d Ir 'a c'✓� ✓ 90 9✓H Site AGce55 via' arr✓ ` ,.90 St \ `S ,� l �I 4 )1� 4✓� � Ilmy t P z _G �/Ft' u 5ub�ect property)%. ��� 37_ 6II �1� '\P 01 u / P '� V'suFFo�K II �~ Z, `✓ I a'aNiIf>ruseu ® v 'I' r,•.s:,: i� IL_,__�_'-- ,,, t':1/.•�``I :,�.f S•(Qt1PUP � ��. pFEp•o cy0y P�` O p\�� NG '� ,,_ �'1�—��-_�'�o �`o ``�o ry ant J // +� Qtr' � �,G ••} •''�T•(��.tv, `���I ',D '` \ Pp r tllt:k 84 y srgF Sta .i�`�• IVIATi[TACK �� 2� 48 a All oa I �_ Og �l� Cg �.�/�,.;•..�_..,,,`�.-7 — Bag�G.o�—..�_-\-_�9 beb Family Qo �`�� II� i{ w Cellars P ` \`5 s Ir' ,hrnattr4 i' \��cEK�1 `^ y 1 Marratool KRAUS RD LEGION A42 ,_�•n 7`• rS+ ,e�„,` ,xMN \1� I �1 P\\' •?' �J`'`' \aoi 'k ;.�-'x,d•5}PPFK n�\;` 9 Ppp,�U✓--- ro ,� 25 ��\•ryF r,' r.,,° •r' \\\'caMP -�;���:�g:;•,y,, _ _ - � tai\,LIT�';L, �t t , �,•,-: ,r�r:F ,v;; :.tt - r.';v. - - ,r'C: - rr' - - - - .psi• =,r--;s+ ,",x,,?_•;d' '� .i'. •0/2..,,'0¢'. ,,'Y''•i.r:s�' - .�15 }n?�,. <3'::%C`'v.' r`7"3fi 6'• �'f` h, _ s:1.4' „t`n.,,, ,J.. - .,1:'�'"c--;o* _e{ ,j-"5.:; • +�'t,r� ' ^” ''�'.ta:�',. =,a,,, i" ,-��•s'.fmnDRz�G:nllceml,lxm - - -"{;d :}•]. - a... .J•w^:'ez.•.u, `t.,.�,:\�,u` �. .. ?J.�_c...�-�G.a �.,-.r_....�__-,.,.a:.-.�c:....;i4:..i-,:si`,._..._�ri._-1:..,1..��_2•:>'.:.,...*,-:....... .. ...r.ter_ _�..,..,,c`•�..'..x..:.:.:.-`.h....�,d..n4�•r�.., .-.�.�..�-w.'3.`�uo._s,..�:......_..._�.._.:cV.=.�-..r..c-..�.�,.�,.,,.:� Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) IVe, Jeffrey Strong,Member,Strong's Marine_lnlet,LLC ? owners of the property identified as SCTM# 1000-_14-3-1 in the town of _Southold ,New York,hereby authorizes En-Consultants to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property,. 5 N/A Prop caner-s Sign a Property Owner's Signature Jeffrey rong,Member,Strong' Marine Inlet,LLC SWORN TO BEFORE ME THIS ''_ DAY OFy��t Notary Public LAURA THIMM Notary Public-State of New York N0.01TH6088565 Qualified in Suffolk County My Commission Expires Board of Trustees Application AFFIDAVIT Jeffrey Strong, Member, Strong's Marine Inlet, LLC 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 BOARD OF 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,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. //XZ er, N/A Signa? Property Owper Signature of Property Owner Jeffrey Stron ,Member,Strong's Marine Inlet,LLC SWORN TO BEFORE ME THIS ' _DAY OF ,20 � A-r�:TI,4 -f Notary Public LAURA THIMM - Notary Public-State of New York - N0. 01TH6088565 r ' Qualified in Suffolk County My Commission Expires APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of-Southold's Code-of Ethics prohibits conflicts of interest on the part of town officer`§and employees.The purpose of this farm is to Drovideinforinaflon which can alert the town of possible conflicts of interest and allow,it to take whatever action is necessary to avoid same. Jeffrey Strong,Member YOURNAME: Strong's Marine Inlet,LLC (Last name,first name,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's mune.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building , Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other,name the activity.) Do you personally.(or throughyour company,spouse,sibling,'parent,or child)have;a relationship withany officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest'-'means a business, including a partnership,-in which the town,officer or employee has,even a partial ownership of(or employment by)a corporation in which the town officerlor employee owns more than 50%of ares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person- Describe the relationship between yourself(the applicant/agcnt/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%ofthe shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner ofany'interest in,,a non-corporate entity(when the applicant isnot a corporation); C)'an-otficer,director,partner,or employee of the,applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day o 20 Signatur.e Print Name Jeffre S ember Form TS l rongmarine inlet,LL APPLICANT/AGENT/REPRESENTATIVE TRANSACTI®NAI.DISCL®SURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The puroose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME- Henn, Rp]y-,-t E, (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION. (Check all that apply) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest "Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person_ Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 8th of January 20 21 Signature Print Name E. Herrmann Form TS 1 Glenn Goldsmith,President O��S�fFO(,�C© Town Hall Annex A.Nicholas Krupski,Vice President ,�� G�� ; 54375 Route 25 John M.Bredemeyer III co s P.O.Box 1179 Michael J.Domino Southold,NY 11971 Greg Williams Telephone(631)765-1892 dol �a. Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 8, 2021 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 Re: Board of Trustees Application of Strong's Marine Inlet, LLC, c/o Strong's Water Club & Marina 2255 Wickham Avenue, Mattituck SCTM# 1000-114-3-1 To Whom It May Concern: You are receiving this letter as notice that, in accordance with the Governor's Executive Order 202.1, this application is now scheduled to be heard by the Southold Town Board of Trustees, via videoconferencing on Thursday, March 18, 2021 beginning at 5:30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. Also enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational notice along with all other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so--t-hat you can access the meeting in order to have a conversation with the Board during your application review. Truly Y rs IA Glenn Goldsmith, President Board of Trustees i r Glenn Goldsmith,President !�SUFFQ�x ,�`��0 C� � Town Hall Annex A.Nicholas Krupski,Vice President IQ Gym,°, 54375 Route 25 John M.Bredemeyer III co a P.O.Box 1179 Michael J.Domino Southold,NY 11971 Greg Williams �� p�� Telephone(631)765-1892 �OlIN Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of STRONG'S MARINE INLET, LLC, c/o STRONG'S WATER CLUB & MARINA COUNTY OF SUFFOLK - STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE I� Robert E. Herrmann , residing at/dba En-Consultants 1319 North Sea Road, Southampton, NY 11968 being duly sworn, depose and say: That on the 10t1day of Mardh , 20 21 , I personally posted the property known as 2255 Wickham Avenue, Mattituck; SCTM #1000-114-3-1 by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Thursday,March 18, 2021. Dated: (signature) Sworn to before me this 17thday ofMdreh2021 KIM H. STEPHEN S NOTARY PUBLIC STATE OF NEW YORK Notary 'ublic DUAL�FMEDSINNSUJFFOLKICOI EXPIRES A U 6 U S T 2 , 10.UTY ti r NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES TOWN OF SOUTHOLD In the matter of applicant: Strong's Marine Inlet,LLC SCTM# 1000-114-3-1 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: SEE ATTACHED PROJECT DESCRIPTION 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 2255 Wickham Avenue,Mattituck 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: PLEASE NOTE CORRECT DATE: Thurs.,March 18,2021 @ 5.30 p.m.via Zoom(meeting access info attached) You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. Strong's Marine Inlet,LLC c/o Strong's Water Club&Marina PROPERTY OWNERS NAME: P.O.Box 1409 MAILING ADDRESS: Mattituck,NY 11952 PHONE#: 631-298-4739 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road, Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. l f ' PROJECT DESCRIPTION FOR STRONG'S MARINE INLET,LLC 2255 WICKHAM AVENUE MATTITUCK,NY 11952 SCTM#1000-114-3-1 Modify existing+19.2' x 46' travel lift/boat haul-out slip to create+19.8' x 56' slip, as follows: remove (without replacement) existing+461f timber bulkhead(`B")beneath south lift rail ("Q"), extend existing south rail(to remain) seaward by approximately 10 feet to finished length of+56 if over slip, and construct+2' x 56' wood walk with handrail ("M") along most seaward portion of lift rail, in place of existing+2' x 40' wood walk; construct+25 if of vinyl bulkhead in place of existing+24' timber bulkhead("D"); construct+461f of vinyl bulkhead approximately 1 foot(±8") landward of existing+46' timber bulkhead to be removed("C"), excavate and dredge+1' x 46' area between existing and proposed bulkheads to max. depth of-4'MLW(with 6" overcut), and use approximately 15 cy of soil/spoil as backfill; install new+571f north lift rail(±56 if over slip)in place of existing lift rail("P"),and construct +2' x 13' wood walk with handrail("N") along most seaward end of lift rail; construct+13 if of vinyl bulkhead in place of existing±14' timber bulkhead(`B"); remove and replace(in-place) existing+18' and+27' sections of timber bulkhead with+451f of vinyl bulkhead("A1" and"N'); incidentally dredge +19.8' x 56' haul-out slip (within 10' of existing bulkheads beneath lift rails)to maximum depth of- 4'MLW(with 6"overcut),and use approximately 77 cy of spoil as backfill; relocate two existing tie-off pilings seaward of slip; and on landward side of slip, install 4' x 12' steel pad within footprint of proposed+20' x 23' concrete boat launch(w/P.C. grade beam foundation),and re-grade surrounding gravel/broken asphalt surface. Reconfigure floating docks southwest of travel lift slip, as follows: remove (without replacement) 5' x 170' floating dock("G")and adjacent 166' in-water bulkhead("H"); remove and replace six(6)4' x variable length finger floats (attached to floating dock to be removed)with six(6) 4' x 24' finger floats and associated pilings to be attached to existing+5' x 172' floating dock to remain ("J"). All work to be conducted pursuant to the site plan prepared by Jeffrey T. Butler,P.E.,P.C., last dated December 23,2020. „ T' t Glenn Goldsmith, President ;:���0 00G;.r Town Hall Annex A.Nicholas Krupski, Vice President 54375 Route 25 John M. Bredemeyer 111 P.O.Box 1179 Michael J.Domino Southold,NY 11971 Greg Williams Telephone(631)765-1892 -13 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS THURSDAY, MARCH 18, 2021 5:OOPM & 5:30PM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Thursday, March 18, 2021 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted. Town residents are invited to attend the public meetings virtually via the Zoom online platform. Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and diane.disalvo@town.southold.ny.us. Said comments will be considered at the public hearing provided that they are submitted no later than 12:00 P.M. (Prevailing Time) on the day of the public hearing. The public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at https:/Iwww.southoldtownnV.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM —4:OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting” and enter the information below. Zoom Meeting ID: 972 2332 7284 Password: 565326 ® Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit: https://www.southoldtownny..qov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: SCTM#1000-114-2-1.2 P.O.Box 1179 Town of Southold Southold,NY 11971 SCTM#1000-139-2-5 Ali Agarabi Revocable Trust P.O.Box 101 Mattituck,NY 11952 SCTM#1000-139-3-9 P.O.Box 788 Richard Tandy Mattituck,NY 11952 SCTM#1000-139-3-25 36225 Main Road Trent Preszler Cutchogue,NY 11935 SCTM#1000-139-3-33.1 P.O.Box 339 Jenny Skirel Mattituck,NY 11952 SCTM#1000-139-3-34 330 Center Drive County of Suffolk Riverhead,NY 11901 SCTM#1000-139-3-35 80 N Indianapolis Avenue Richard&Marie Drake Hernando,FL 34442 3 Lincoln Avenue SCTM#1000-140-1-1 Old Greenwich,CT 06870 Matthew Kocian&Nancy Pelgrift STATE OF NEW YORK COUNTY OF SUFFOLK Robert E.Herrmann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 , being duly sworn, deposes-and says that on the it 10th day of March ,20 21 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Southampton , that said Notices were M 1 ed to each of said persons by (certified)(ragA c� mail. Robert E.Hermann Coastal Management Specialist 10th Sworn to before me this - - day of March ,2021 KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO 5015931 +Nota blic I-FIED IN SUFFOLK COUNTY EXPIRES AUGUST 7 . 7V-L 1 Postal Service'm41VIft ■ TM ostal Service l . 1 O . ■ ' ■ © ■ ■ � , 1 I • /• I Ir /• 1 M Certified PMa-jl eeF•FC tl L U S E7 I Q', F• E d r�• L U S E ��� i rq Certified Mall Fee rU Extra Services&FeeS(checkbox,add fee as appropriate) . ;,q�`\;\ �• Extra Services&Fees(checkbox,add fee as appropriate) �yT e�/I- ❑Return Receipt(hardcePh $ ;1•�.�`+,,+ ♦ El Return Receipt(hardcopy) E3 Return Receipt(electronic) $ ��Pobiln \ ❑Return Receipt(electronic) $ - O C3 Pastmar � O El Certified Mail Restricted Delivery $ {I� ❑Certified Mall Restricted Delivery,$T- +4i; Hr,f� 0 ❑Adult Signature Required $ ,e�( `,�, 4N, ❑Adult Signature Required $ 14 1. � []Adult Signature Restricted Delivery$ 1I []Adult Signature Delivery p Poage p Postage , ; \••`' 8 rUTotal Post $e,1 `� Total P ru ( 196 M1 County of Suffolk senna JennySkirel C3 street anc [r Sent o 330 Center Drive o si�eeia p0 Box 339 516FRare Riverhead, NY 11901 -, 1------ cry,-siiMattituck,NY 11952 I I � I ! MAIL' RECEIPT CERTIFIED MAILPRECEIPT D6mestic Mail • s. 1-7 ruW jr-9 -I - c3 Certified Mall Fee Q �( C3 Certified Mall Fee Q. TO t rU Extra Services&Fees(checkbo y add fee ss appropriate) " �`" �q, e rU Extra Services&Fees(checkbo),add fee as eppropdate a ❑Return Receipt(hardcopy) $ +\��a1� [:]Return Receipt(hardcopy) ru ❑Return Receipt(electronic) $ Postmark -3 t rU [I Return Receipt(electronic) $ ! C ❑Certified Mall Restricted Delivery $ ''` `Fier •" ❑Certified Mall Restricted Delivery $ Q`o r@ E:3 ❑Adult Signature Required $ i ^ .�•,tri O ❑Adan Signature Required $ �,\� f C3 E]Adult Signature Restricted Delivery$ ,� yg`�\� � El Adult Signature Restricted Delivery$ Postage ,tip�;+,,, 1+t��` C3 Postage Ly ru Total F rU Total Pa rurU $ Q- Sent? Trent Preszler I Ir IS To Matthew Kocian&Nancy Pelgrift rq36225 Main Road f o --------- 3 Lincoln Avenue - J p S-rieei eetai Cutcho e NY 11935 r` Old Greenwich, CT 06870 c, gu r --------- ary sra :I I 1 - l :11 1 11 111•1 - J U.S. Postal Service ■ • _6L iCeT� CE ■TIFIED 1 O ■ ■ . 1 © RECEIPT■ r� I• - I 1� I• Only ru rU • rLl 1111111111111 � n - F6r�delivery jnf&rnation,V,sit our `F 9AL USE C3 Certified Mad Fee C3 Certified Mail Fee rLl Extra Services&FeeS(checkbox add fee as appropriate) TO rU Extra SeNlces&Fees(checkbox add fee as eppropriate) ❑Return Receipt(hardcopy) S + ❑Return Receipt(hardcopy) $ +, 171-110 Return Receipt(electronic) $ ❑Return Receipt(electronic) $ POefmar ; 0 Postm ❑Certp Certified Mall Restricted Delivery $ , []Certified Mall Restricted Delivery $ 0 ❑Adult Signature Required $ (yv"" []Adult Signature Required $ O �Q A <�� \er• th ❑Adult Signature Restricted Delivery$ Q ❑AdultSignature Restricted Delivery$ O Postage �NQ\�, \ (iq p Postage ty - --- -- ''vin"'�+ r� $ - — "'►IF n.jv ru tc Tonj Total Pa $ I $ Richard&Marie Drake Q- sen Richard Tand�/ Cr Sent To a ___ la _______.: 80 N Indianapolis Avenue 1 C3 511 PO BOX 788 p Street an r` Mattituck NY 11952 1 r- I Hernando,FL 34442 ciy cry,"srae - - -•I I1 111•I, _ :II 1 111•, ' • t Postal CERTIFIEDMAIL© MAIL(E� RECEIPT PT ala DomestkMaHOI .. only Irco 1-1 FORM NNIN r9 CertfiedMal Fee O Certrfied Mall Fee $ �yq� a $ 1 rl_I Extra SB &Fees(checkbox,add fee as appropriate) `� +' ,�, rU Extra SeNlces&Fees(checkbox,add fee as appropriate) ❑RetrReturnn Receipt(hardceP� $ ❑Return Receipt(hardcopy) $ , Ill ❑Return Receipt(electronic) $ Por�_._F.�"N` ILl ❑Return Receipt(electronic) $ POS t ❑Certified Matl Restricted Delivery $ oo `tllera O ❑Certified Mail Re%dcted Delivery $ `�le E:3 ❑AdultSignature Required $ l` Q ❑AdultSignature Required $ ❑Adult Signature Restricted Delivery$ �xK r-3 E]Adult Signature Restricted Delivery$ O Postage C3 postage "N n rU Tot f rU Total Posl Q- Sent All Agarabi Revocable Trust Er Sent To Town of Southold o 3hii PO Box 101 ------------ ra --- ----• PO Box 1179 ' Street ant r- Mattituck NY 11952 N ________. Southold NY 11971 cry;' ' ------------ cry,ware ' 0 1 111•1• , - - - ■ Complete items 1,2,and 3• A. SI ture I ■ Print your name and address on the reverse Agent I so that we can return the card to you. X Gr4td I ■ Attach this card to the back of the mailpiece, B• ce d by 13 Addressee or on the front if space permits. } W ) Date of Delivery 1. Article Addressed to: mss ^ D:;Is' very�addiess different from item 1? ❑,Yes i m L' = o i z�ItrYES,enter delwery address below: p No I y > o Ij RE LE or C' U orn mE=m o= o I Matthew Kocian&Nancy Pelgrift ``�` "� M _— ' �tcS� I EIL It 05 3 -mmdrno,, 3 Lincoln Avenue a ❑❑❑ ❑ ❑❑ 13 Service Type ❑Priority Mail Expressly • Old Greenwich, CT 06870 1 ❑A It Signature � � Q-) � ❑ uk SI nature Restricted Delivery ❑Registered Mail- • � Certified Mail® ry ❑R istered Mail Restricted v Z p - - - - ❑Certified Mail Restricted Dative Delivery • Z d 0 m a m Delivery ❑Return Receipt for 2 ❑Collect on Delivery Merchandise 7 219 2280 2 2 2 2 212 4 2 811 ielivery Restricted Delivery'❑Signature Confirmation- 7019 � $ N o ❑Signature Confirmation v vT. I Restricted Delivery Restricted Delivery m:: m ¢ y PS Form 3811,July 2015 PSN 7530-02-000-9053 lover$soo) ?a 2Q , Domestic Return Receipt M = CIO co U5 • d x oo d 'a=°OO s 6 ❑ ❑❑' Ir —_ --_— --- - --- m Ir COMPLETE THIS SECTION ON DELIVERY a) SENDER: COMPLETE THIS'SECTION LD .I� a Ir rn ■ Cotnplete-iteins,i,2,and 3. A. Signature �� o ,� o ■ Print your rtjrti and address on the reverse X Er Agent • o N } ❑Addressee c > o so that m gtre,can return the car to you. +• B eceived by(Printed Name) C. Date of Delivery s o ;� co o ■ Attach this card to the back of the mailpiece, 0-0 w- Cq r3 I all or on the front if space permits. iw— �a >�cl �/s°�z( N � Y E a Z f 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes o CO a d c�a a Il If YES,enter delivery address below: jQ-K0 0 m - LO ca ;_ � o N cU "� M N i County of Suffolk m o co 330 Center Drive 3. Service Type ❑Priority Mail Express@ 'o o V ° V `' �' o [I Adult Signature El Registered MallTM U 0. rn Q o ¢ LL Riverhead,NY 11901 ❑80ult Signature Restricted Delivery ❑@eWered Mall Restricted I ■ ■ ■ r co CL 11 [3— - - - ertified Mall@ every I Certified Mail Restricted Delivery Return Receipt for ❑Collect on Delivery Merchandise 2• ,�,_,_„- r___r__ _-_�__._.__.. _ r-r r ua ,nalivery Restricted Delivery 13 Signature ConfirmatronTm i F-1 Signature Confirmation ?019 2280 2222 2104 0804 ?estricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt Glenn Goldsmith,President \ BOG Town Hall Annex A.Nicholas Krupski,Vice Presidents d� 54375 Route 25 John M.Bredemeyer III y ,zh P.O.Box 1179 Michael J.Domino `oy ► T� Southold,NY 11971 Greg Williams `�0� �a� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS THURSDAY, MARCH 18, 2021 5:OOPM & 5:30PM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Thursday, March 18, 2021 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted. Town residents are invited to attend the public meetings virtually via the Zoom online platform. Written comments may also.be submitted via email to the Trustees-,Clerks at elizabethc@southoldtownny.gov and diane.disalvo@town.s'outhold.ny.us. Said comments will be considered at the public hearing provided that they are submitted no later than 12:00 P:M: (Prevailing Time) on the day of the public hearing. The public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at https://www.southoldtownnV.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM —4:OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 972 2332 7284 Password: 565326 • Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit: https://www.southoldtownnV.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. Glenn Goldsmith, President QF S0 Town Hall Annex V� y0 A. Nicholas Krupski,Vice President ,`O l0 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III Southold,New York 11971 Michael J. Domino G Q Telephone(631) 765-1892 Greg Williams �'0 �� Fax(631) 765-6641 ly&4UNTY,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD PUBLIC HEARING FOR THIS PROPOSED PROJECT TO BE HELD ON THURSDAY, MARCH 18, 2021 AT OR ABOUT 5:30P.M. VIA A ZOOM BASED WEBINAR PROJECT DESCRIPTION FOR: En-Consultants on behalf of STRONG'S MARINE INLET, LLC, c/o STRONG'S WATER CLUB & MARINA LOCATED: 2255 WICKHAM AVENUE, MATTITUCK SCTM# 1000-114-3-1 For a Wetland Permit to modify existing +19.2' x 46' travel lift/boat haul-out slip to create +1968' x 56' slip, as follows: remove (without replacement) existing +46 If timber bulkhead ("E") beneath south lift rail ("Q"), extend existing south rail (to remain) seaward by approximately 10 feet to finished length of +56 If over slip, and construct +2' x 56' wood walk with handrail ("M") along most seaward portion of lift rail, in place of existing +2' x 40' wood walk; construct +25 If of vinyl bulkhead in place of existing +24' timber bulkhead ("D"); construct +46 If of vinyl bulkhead approximately 1 foot (+8") landward of existing +46' timber bulkhead to be removed ("C"), excavate and dredge +1' x 46' area between existing and proposed bulkheads to max. depth of -4'MLW (with 6" overcut), and use approximately 15 cy of soil/spoil as backfill; install new +57 If north lift rail (+56 If over slip) in place of existing lift rail ("P"), and construct +2' x 13' wood walk with handrail ("N") along most seaward end of lift rail; construct +13 If of vinyl bulkhead in place of existing +14' timber bulkhead ("B"); remove and replace (in-place) existing +18' and +27' sections of timber bulkhead with +45 If of vinyl bulkhead ("Al" and "A"); incidentally dredge +19.8' x 56' haul-out slip (within 10' of existing bulkheads beneath lift rails) to maximum depth of -4'MLW (with 6" overcut), and use approximately 77 cy of spoil as backfill; relocate two existing tie-off pilings seaward of slip; and on landward side of slip, install 4' x 12' steel pad within footprint of proposed +20' x 23' concrete boat launch (w/P.C. grade beam foundation), and re-grade surrounding gravel/broken asphalt surface. Reconfigure floating docks southwest of travel lift slip, as follows: remove (without replacement) 5' x 170' floating dock ("G") and adjacent 166' in-water bulkhead ("H"); remove and replace six (6) 4' x variable length finger floats (attached to floating dock to be removed) with six (6) 4' x 24' finger floats and associated pilings to be attached to existing +5' x 172' floating dock to remain ("J"). Located: 2255 Wickham Avenue, Mattituck. SCTM# 1000-114-3-1 NOTICE F HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees via the online Zoom platform. OWNER(S) OF RECORD: STRONG'S MARINE INLET, LLC c/o STRONG'S WATER CLUB & MARINA SUBJECT OF PUBLIC HEARING: Please see attached Project Description Page posted with this notice. TIME & DATE OF PUBLIC HEA -I-NG: Thursday, March 18, 2021 — at or about 5:30P.M. — To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you { have an interest in this project, you are invited to view the Town file(s) through the Southold Town website. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si 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# 114 - 3 - 1 PROJECT NAME Strong's Marine Inlet,LLC The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) El (c) Permit, approval, license, certification: Nature and extent of action: SEE ATTACHED PROJECT DESCRIPTION PROJECT DESCRIPTION FOR STRONG'S MARINE INLET,LLC 2255 WICKHAM AVENUE MATTITUCK,NY 11952 SCTM#1000-114-3-1 Modify existing+19.2' x 46' travel lift/boat haul-out slip to create+19.8' x 56' slip,as follows: remove (without replacement) existing+461f timber bulkhead("E")beneath south lift rail ("Q"), extend existing south rail(to remain) seaward by approximately 10 feet to finished length of+561f over slip, and construct+2' x 56' wood walk with handrail ("M") along most seaward portion of lift rail, in place of existing±2' x 40' wood walk; construct+25 if of vinyl bulkhead in place of existing+24' timber bulkhead("D"); construct+461f of vinyl bulkhead approximately 1 foot(±8") landward of existing+46' timber bulkhead to be removed("C"), excavate and dredge+1' x 46' area between existing and proposed bulkheads to max. depth of-4'MLW(with 6"overcut),and use approximately 15 cy of soil/spoil as backfill; install new+571f north lift rail(+561f over slip)in place of existing lift rail("P"), and construct +2' x 13' wood walk with handrail ("N") along most seaward end of lift rail; construct+13 if of vinyl bulkhead in place of existing+14' timber bulkhead(`B"); remove and replace(in-place) existing+18' and+27' sections of timber bulkhead with+451f of vinyl bulkhead("A1" and"A"); incidentally dredge +19.8' x 56' haul-out slip (within 10' of existing bulkheads beneath lift rails)to maximum depth of- 4'MLW(with 6"overcut), and use approximately 77 cy of spoil as backfill; relocate two existing tie-off pilings seaward of slip; and on landward side of slip, install 4' x 12' steel pad within footprint of proposed+20' x 23' concrete boat launch(w/P.C. grade beam foundation), and re-grade surrounding gravel/broken asphalt surface. Reconfigure floating docks southwest of travel lift slip, as follows: remove (without replacement) 5' x 170' floating dock("G")and adjacent 166' in-water bulkhead("H"); remove and replace six(6)4' x variable length finger floats (attached to floating dock to be removed)with six(6) 4' x 24' finger floats and associated pilings to be attached to existing+5' x 172' floating dock to remain ("J"). All work to be conducted pursuant to the site plan prepared by Jeffrey T. Butler,P.E.,P.C., last dated December 23, 2020. Location of action: 2255 Wickham Avenue,Mattituck Site acreage: 8.8015 acres Present land use: Commercial marina/beach club Present zoning classification: M-II 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: Strong's Marine Inlet,LLC,c/o Strong's Water Club&Marina (b) Mailing address: P.O.Box 1409 Mattituck,NY 11952 (c) Telephone number: Area Code 631-298-4739 (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.NYSDOS,USACE 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 ❑ 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 proposed project scope includes the removal and replacement of various sections of existing bulkhead,which stabilize and separate the upland portion of the marina from Mattituck Creek and provide the marina's historically maintained method of protection against erosion and flooding. There is no viable non-structural alternative means of maintaining the travel lift slip or 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 potential damage to the structures located thereon. Thus,consistent with Policy 4,the project will continue to effectively protect against the potential loss of the adjacent upland and commercial structures. 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 proposed project will further the Policy 5 goal of protecting and improving water quality through the removal and replacement of approximately 129 if of treated timber bulkheading with untreated vinyl sheet pilmg bulkhead;the permanent removal of an additional 212 if of existing treated timber bulkheading; and the permanent removal of an approximately 850 sf floating dock. And the slight widening of the travel lift slip will result in an approximately 46 sf increase in surface water area adjacent to Mattituck Creek. 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 The project is consistent with Poli.,, to the extent that it will result in the replacers..;...of approximately 129 if of treated timber bulkheading with untreated vinyl sheet piling bulkhead;the permanent removal of an additional 2121f of existing treated timber bulkheading;and the permanent removal of an approximately 850 sf floating dock. And the slight widening of the travel lift slip will result in an approximately 46 sf increase in surface water area adjacent to Mattituck Creek, in place of existing upland area. The project will otherwise maintain historically existing conditions at an existing commercial marina without adverse impact on the adjacent tidal waters and wetlands. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ® Yes ❑ No❑ Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southa- water-dependent uses and promo.., �iting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable The proposed project is designed to 1)maintain and improve the usefulness of an existing travel lift slip by replacing/extending the lift rails and replacing the bulkheadmg fonnmg the slip,widening the slip by approx 1 foot,and providing a new concrete boat launch,and 2)maintain and streamline existing manna dockage by eliminating a 170'-long floating dock,replacing the associated finger floats and relocating them to an adjacent floating dock,and permanently removing an adjacent 166'in-water bulkhead,all as part of an ongoing effort to enhance an existing commercial manna facility The project is consistent with the general Policy 10 goal of protecting Southold's water-dependent uses and with the more specific Policy Standards 10 1(a),i c,protecting and enhancing an existing water-dependent use,and 10 2 due to the manna's location on Mattituck Inlet As noted in the policy language, Mattituck Inlet and Creek,identified by the State as a regional maritime center,is one of the primary focus areas of mantime activity in the Town of Southold,and the intent of the policy is to promote and enhance the economic viability of existing water-dependent commercial uses at this location 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 i�- TITLE Coastal Management Specialist DATEJanuary8,2021 Robert E.Tlmyvann Amended on 811105 EN-CONSULTANTS January 8,20212 IDI EC� 0 11 J E-l� Town of Southold JAN 11 2021 "r Board of Trustees 54375 Main Road Post Office Box 1179 Southold Town Southold,New York 11971 Boar d,of T r;is(ees Re: Strong's Marine Inlet, LLC 2255 Wickham Avenue, Mattituck SCTM#1000-114-3-1 Dear Board of Trustees: 4 In regard to the above referenced property, enclosed are the following for the Board of Trustees review: 1. Four(4)Wetland Permit Applications including: a) Authorization&Disclosure Forms; b) Short Environmental Assessment Form; c) LWRP Consistency Assessment Form. 2. Operating Agreement for Strong's Marine Inlet,LLC. 3. Two(2) Sets of Photographs. 4. Four(4) surveys prepared by Peconic Surveyors,P.C., last dated December 10,2020. 5. Four(4)copies of Engineer Plans Page SP1 —SP6,prepared by Jeffrey T.Butler P.E.,P.C., last dated December 23, 2020. 6. Application fee of$250.00. I trust this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sjincere Rmnann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 1 p 631283.6360 f 631.283.6136 www enconsultants.com environmental consulting