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HomeMy WebLinkAbout1000-116.-6-24.1 OFFICE LOCATION: �O��o� SU(/ryOlO MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ® �O Telephone: 631 765-1938 Southold, NY 11971 �lyCOUNT`I LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: November 14, 2017 Re: LWRP Coastal Consistency Review for KIMOGENOR POINT COMPANY, c/o DANIEL BINGHAM, PRESIDENT SCTM# 1000-116-6-24 1 En-Consultants on behalf of KIMOGENOR POINT COMPANY, c/o DANIEL BINGHAM, PRESIDENT requests a Wetland Permit to repair existing clubhouse foundation, i.e. install new foundation pilings, replace porch decking, replace and/or sister existing foundation framework components (e.g. girders), and install new materials to stabilize and secure the building (e.g. hurricane straps); construct approximately 133 linear feet of mid-sill vinyl bulkhead (EL. ±4.73') around three sides of existing clubhouse and install ±34" untreated cap to cover bulkhead and gap between bulkhead and existing porch; install ±4' extension of existing bulkhead return (stepped down to EL. ±3.6') to connect to proposed mid-sill bulkhead; backfill extended return with approximately 4 cubic yards clean sandy fill and plant with Spartina patens (18" o.c.) to establish approximately 64sq.ft. area of high marsh; replace two sets of existing steps with two sets of±4'x7' wood platforms (over mid-sill bulkhead),and ±2'x7' steps; remove and replace in-kind/in-place ±4'x5' section of existing dock catwalk to allow for installation of mid-sill bulkhead; place approximately 46 cubic yards clean sandy fill beneath clubhouse to raise grade to EL. ±3.6'; and remove and replace in-place 5'x86' timber footbridge using open-grate decking. Located:'50 Jackson Street, New Suffolk. SCTM# 1000-116-6-24.1 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 action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided the following is considered to further Policy 6. 1. Reduce CCA treated materials in construction. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the.proposed action. Town of Southold � D LWRP CONSISTENCY ASSESSMENT FORM C A. INSTRUCTIONS NOV 13 2017 1 . All applicants for permits* including Town of Southold agencies, shall o e i or proposed actions that are subject to the Town of Southold Waterfront Consi tency ��" v. This assessment is intended to supplement other information used by a Tow n 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 significant 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: ine at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees 0 ce, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED AC ON SCTM# 116 - 6 - 24.1 PROJECT NAME Kimogener Point Co any The Application has been submitted to check appr priate response):. Town Board ❑ Planning Board Build' g Dept. ❑ Board of Trustees Category of Town of Southold agenc actio (check appropriate response): (a) Action undertaken directly by T n gency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Repair existing clubhouse foundation,i.e.,install new foundation pilings,replace porch decking,replace and/or sister existing foundation framework components(e.g.,girders),and install new materials to stabilize and secure the building(e.g.,hurricane straps); construct approximately 133 linear feet of mid-sill vinyl bulkhead(EL.+/-4.73)around three sides of existing clubhouse and install +/-34"untreated cap to cover bulkhead and gap between bulkhead and existing porch; install+/-4'extension of existing bulkhead return (stepped down to EL.+/-3.6')to connect to proposed mid-sill bulkhead;backfill extended return with approximately 4 cy clean sandy fill and plant with Spartina patens(18"O.C.)to establish approximately 64 sf area of high marsh;replace two sets of existing steps with two sets of+/-4'x 7'wood platforms(over mid-sill bulkhead)and+/-2'x 7'steps;remove and replace(in-kind/in-place)+/4 x 5' section of existing dock catwalk to allow for installation of mid-sill bulkhead;place approximately 46 cy of clean sandy fill beneath clubhouse to raise grade to EL.+/-3.6;and remove and replace(in-place)5'x 86'timber footbridge using open-grate decking,all as further described and depicted on the engineering plan entitled"Structural Repair Plan for Kimogenor Point Company,"prepared by Jeffrey T.Butler,P.C.,dated January 1,2016,last revised September 25,2017. Location of action: 50 Jackson Street,New Suffolk Site acreage: +/-6 acres Present land use: Residential/recreational(clubhouse) Present zoning classification:R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Kimogenor Point Company (b) Mailing address: c/o Daniel Bingham,President 170 Oxford Boulevard,Garden City,NY 11530 (c) Telephone number: Area Code 212-902-0359 (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,USCOE,NYSDOS C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes1:1 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 C. . . Although not a registered historic landmark,the existing clubhouse was constructed in 1909 and has for more than a century remained as the centerpiece of Kimogenor Point,symbolizing and maintaining the historic character of the community that was originally founded 109 years ago. And consistent with Policy 2,the clubhouse building is being preserved in place using appropriate repairs. 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 bulkhead is consistent with the fundamental objective of Policy 4,which is to minimize loss from flooding and erosion,in this case the potential loss of the historic,109-year old clubhouse structure that stands on an island characterized by tidal wetlands and cannot practicably be relocated. The project design is further consistent with the policy goal of using a hard structural erosion protection method only where the hazard cannot be avoided(the clubhouse cannot be relocated);it is not possible to enhance any natural protective feature or use a vegetative approach to protect the clubhouse from flooding and erosion,leaving a hard structure as the only design consideration that can practicably and effectively do so;the proposed mid-sill bulkhead has been limited to the minimal scale necessary and is based on sound engineering practices;vegetative marsh restoration and enhancement are incorporated into the project design;and there will be no adverse impact to adjacent property or coastal processes and no significant direct or indirect costs incurred by the public as a result of the project. 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 To the extent that Policy 5 is applicable to the project,the design is consistent with Policy 5 in that the proposed bulkhead will be constructed with untreated vinyl sheathing as required by Chapter 275;the existing timber footbridge will be reconstructed using untreated,open-grate decking; and the proposed bulkhead cap will be constructed with untreated open-grate material. 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 Consistent with Poliy 6,to protect and restore the quality and function of the surrounding tidal wetland ecosystem,the project includes mitigation measures designed to protect and preserve to the maximum extent practicable the existing tidal marsh vegetation during construction using temporary heavy equipment mats;to replace any marsh vegetation that is damaged or lost during construction by way of restorative marsh plantings;and to enhance/create an approximately 64sf area of high marsh landward of the proposed extended bulkhead return where that area of upland is gradually eroding and subsiding. Additionally,in order to mitigate the coverage created by the 34"bulkhead cap needed to cover the corrugated vinyl sheathing of the proposed bulkhead and the gap between the bulkhead and the existing porch,the cap will be constructed of untreated,light-penetrable,open-grate material. And to further reduce and limit the introduction of treated materials over the wetlands and surface waters,the existing wood footbridge to the clubhouse will be reconstructed with untreated,light-penetrable,open-grate decking. Therefore,the project will result in the maintenance and preservation of the 108-year old clubhouse without causing significant adverse impacts to the adjacent tidal wetlands or surface waters. 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 The project is consistent with Policy 9 because while preservation of the clubhouse does nothing to impede or otherwise affect the surrounding public's access to or use of the surrounding waterway,the clubhouse and associated dock provides the entire Kunogenor Point community with their basis of access to and recreational use of the surrounding coastal waters and resources. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. El Yes El 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 BYTITLECoastal Management Specialist DATE 10-12-17 Ro ert E. emnann Amended on 811105 + KIMOGENOR POINT COMPANY,50 JACKSON STREET,NEW SUFFOLK , NI M • r 1 . yw Yr :r r .X 1 Figure]. Aerial view of Kimogenor Point Company clubhouse and bridge on May 11,2016. Image by Google Earth. New Suffolk, L. I., Saturday, August 5, 1933 The Kimogenor Point Clubhouse � E t #J{ 1 fi • • • � i • _ a .. .. 'tan..`R v a a1Abw'R row.'�� �vT �.{ Figure 2. Looking east at west side of clubhouse and bridge(right)in 1933. Image from the "Kimogenor Point Put-Put,"a community newspaper published in the 1930s. KIMOGENOR POINT COMPANY,50 JACKSON STREET,NEW SUFFOLK k r ^h . ��.���♦ I�-- dip . ' � P' a Figure 3. Looking east from dock toward west side of clubhouse and at locations of proposed±61'section of mid-sill bulkhead;landward section of catwalk to be replaced(iip)to allow for bulkhead installation;and ex steps to be replaced with new platform&steps. ,a Figure 4. Looking southeast at west side of clubhouse foundation to be repaired and location of proposed +61'section of mid-sill bulkhead,and at locations of proposed+4'extension of ez bulkhead return and area behind return to be backfilled with+4 cy of sand to be planted with Spartina patens(right). KIMOGENOR POINT COMPANY,50 JACKSON STREET,NEW SUFFOLK k' WONi n Figure S. Looking south at north side of clubhouse foundation to be repaired;and at locations of proposed±36'section of mid-sill bulkhead and e_r. steps to be replaced with new platform&steps. � u � a -exp iW 11 — _ Figure 6. Looking north at south side of clubhouse foundation to be repaired and location of proposed+36'section of mid-sill bulkhead. KIMOGENOR POINT COMPANY,50 JACKSON STREET,NEW SUFFOLK ,r Rlaws rr- Pr Figure 7. Looking southeast at timber footbridge to clubhouse to be removed and replaced(in-place). t k, of.w k' _. ----_-- 111 — Sam. 44r;n�a01 L I i Figure 8. Looking north over timber footbridge to clubhouse to be removed and replaced(in-place). Topographic Survey ,- o�� O' " O Jt, w E Surveyed: 09-13-16 °�� �a o�hh � o�'��`'��`Zl Amended: 05-05-17 �r° -' �g ap (J( s 05-20-17. 06-20-17 S°� koQo\')"o Kiimogenor Point - Town: Southold Suffolk County, W G Ce MLW = 0.0 s/e e S OF, �. 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":rlyc • .n.-�.'. .•�4KY. -Y tv - l.• -4 q- y, . r stir 5TRUGTURAL REPAIR NOTE5: 6 _ 2 ^ S 1 e r` �1_ <<� I.START OF STRUCTURAL REPAIR SHALL ONLY BEGIN AFTER THE CONTRACTOR HAS BEEN SHOWN THE PROPER REPORTS 5TATING THAT ALLawq_ j�'� _ `'••� •'f +� � - � p �- (3 e j�� HAZARDOUS MATERIALS HAVE BEEN REMOVED FROM THE 51TE USING FEDERAL,STATE,AND LOCALLY APPROVED METHODS AND :..:, �rKS � , ,' p O � � c� _ d PROCEDURES FOR THE MATERIAL IN QUESTION. , Z g ` 01 �O• 2.CONTRACTOR TO VERIFY ALL DIMENSIONS/QUANTITIES IN FIELD PRIOR TO PROCEEDIN6 WITH ANY WORK. • Q '. : --?i.-*.*--:-;`.li" Q�g I - Q $ v o G �O�; V 3.ALL STRUCTURES,BOTH ABOVE AND 13ELON GRADE ARE SHOWN AS A GUIDE FOR STRUCTURAL REPAIR LOCATION OF 5UB5URFAGE : •:" '•• "• I:;:. • i � X p ~ X O g C� STRUCTURES ARE ESTIMATED TO BE LOCATED A5 SHOWN.THE CERTIFYING ENGINEER ODES NOT ATTEST TO THE ACCURACY OF THE `'°='' -` tU F p y OJ North Sark ;. r' ,;<.' •`: �•�_� '.. 7urt�,rJ: I n ° F P Y_- ; S PROPOSED h11D-5ILL VINYL LOCATION OF THE SUBSURFACE STRUCTURES SHOWN OR TH05E STRUCTURES NOT SHOWN l :; Lp I ua < < ,] ` 4.THE STRUCTURAL REPAIR SHALL BE PERFORMED BY THE GONTRAGTOR(5)AT THEIR OWN RI5K AND LIABILITY.ALL DAMAGE TO THE G : '.•- i ', .` ° p - - pF 0 BULKHEAD,APPROX. 1133 LIN. FT. RO w� -� p Z - �f PROP05ED ±4' EXTEN51ON OF EX15TINO BULKHEAD S �� RIGHT OF WAYS,RAMPS,WALKWAYS,PAVEMENT,EXISTING BULKHEAD SHEATHING AND TIMBER,BUILDINGS BOTH ON 51TE OR .* . I t,. . /' z z Q _j - r - - ^ (SHOWN BROKEN FOR PURPOSES .. I I z Y < < �' A ` ADJACENT TO THE STRUCTURAL REPAIR AREA WILL BE REPAIRED OR REPLAGED SOLELY AT THE GONTRAGTOR5 EXPENSE. j;•' i / • . O 0 0) z . - RETURN(VINYL, TOP OF BULKHEAD = EL. ±3b) Qf I.�0 0 lac OF CLARITY - DEMO OF EX. 5TEP5) 5.TO THE BEST OF THE ENNNEER5 KNOWLEDGE,NO ENVIRONMENTAL HAZARD(5),THAT GOULD BE AGGRAVATED BY THE 5TR,IGTURAL . •: ,..'� - ' ;.I,:..-.'. ,` GEORGE RD i �� it p t� j 0 ua z �. - USED TO BRIDGE THE GAP BETWEEN EXISTING �� REPAIR PROCEDURE EXIST ON THI5 SITE. ', 't, - i ; I p Q - 1... : t- , cn i U �i1 < U1 �� - - BULKHEAD RETURN AND PROPOSED MID SILL III b.THE CONTRACTOR IS ADVISED TO USE CAUTION WHEN EXCAVATING AND REMOVING SUBSURFACE STRUCTURES,TIMBER PILES,ETC.,DUE , r . :,.*�-:. ``••�� r � � � � - � � � � ^� � �- BULKHEAD SEE 5EGTION A AND ENLARGED a�+ EX. 3 x8 STEPS TO BE REPLACED W/ TO THE LIMITED AVAILABILITY OF INFORMATION CONCERNING SUBSURFACE UTILITIES. -- � •, t' , r d LU - , • . p 0- z ,o t I PLATFORM AND 5T1=P5(SEE 7.ADEQUATE FENCING IS TO$E ERECTED AS SHOWN ON SITE PLAN PRIOR TO THE START OF STRUCTURAL REPAIR.THE CONTRACTOR IS TOi- � T , . IA_PLAN FOR CLARITY(THIS DWG) %`:P.. ; I + , ``:�, %,.. m o p "!� - tie�� ENLARGED PARTIAL PLAN,THIS DWG) MAINTAIN THE FENCE DURING THE STRUCTURAL REPAIR AND THE FENCE IS TO REMAIN IN PLACE UNTIL ALL THE WORK IS COMPLETED. �� . , •f FANNING AD :"`=�'-� `�" •'�`',YC iE! � � � z s s �- - , , 3.1 4.4 X 8.NO DEBRIS SHALL BE PERMITTED TO FALL OUTSIDE OF AREA OF WORK,BEYOND SILT FENCE PERIMETER AND/OR ADJACENT ..-^ = �::: r'�; - � w O w -�- - T EX. 3 xl STEP TO BE REPLACED W/NELd / 3.8 fr rEV. t: 4 ` 4 � ARB p PROPERTIES. f 1?:: i - z < �S PLATFORM AND 5TEP5 (5EE ENLARGED AI � cg•L q.CONTRACTOR I5 RESPONSIBLE FDR THE LEGAL REMOVAL OF ALL DEBRIS FORM THE 51TE AND ALL CARTING AND DISP05AL FEES m l I� Vis,,;'. il r,, � T PARTIAL PLAN, THI5 DWG) , 3.6 ��y ASSOCIATED WITH SAME. z >4�----��� ';• KOUR05 R� ? � V � � � � P� I BF �b y r 10.GONTRAGTOR SHALL LEAVE THE 51TE GLEAN OF ALL DEBRIS WITHIN THE PROPERTY LINES. v = 6 Rp (i' ,. P _j m w a z ��N� 9 \ (EIlVI) a5 -i as z �:`..:;:` '--' Sf .-, a Q Y Teo \� �w\ FXISTINg C 44 ��I� EXIST.WD PIORCH TO GENERAL I`�0 5: �'�`' M � uap Q i t�ii s , C VINY CV/KH 1.9 .. :: ` 13E REWORKED S i.::: S I' t l p FAQ r S 61016'10,,13 7 -1.3 �tw'� ` rn I. SEE STRUCTURAL REPAIR NOTES PRIOR TO ANY WORK. � Rou ��� � � > \ as 1 1 r -2.q -Is X. Dock j, EXIST.WD CLUB HOUSE x LOCATION- • - JAC QN �. s 7 61 �: 3.4 2. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE :: CA " 1 r -2.8 t.o.d�el.5.0' EX. I STY WD FR $E REWORKED - ter::%:'''' •.__ c, to �' +-4 l 1 � .o •o _ _r 83.3 L 2.1 2s 1.1 FX,4 :1 CLUB HOUSE d PORCH 3y HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. ,:•>. = r++ 4' -r' --, O O O 13 `0 O �' r )LL���P rn 1 2.0 1.8 q<f ON WD PILES TO BE _ `� EpGE OF E�gSTING IM 3. CONTRACTOR TO VERIFY ALL DIMEN510N5 IN FIELD PRIOR TO PROG£EDING WITH ANY WORK � ��� -_�_, ,�7 �� it N cV p c� p O x 3.0 "32 ON STRUCTURALLY 3.4 N\® z 4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND ALL RULES AND 7P - v , a � m ,;, -a ��5b 1.1 -2.1 3.4 __ / 2.q REGULATIONS OF THE TOWN OF SOUTHOLD. f� '-`_�... `n O N "-� N N N 3.4 o.b REPAIRED - ._ ' ?? : Q : ^ : -� 0.5 23 2 /_ q ��' (U4) / I 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS MIGH DISAGREES WITH THAT A5 INDICATED ON THESE PLANS,THE q�,tr_ r OLKo O O � O O $ O O rn 1.3 28 _2i ' % F.FL EL.= 3.1 ` Al CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER SHOULD HE FAIL TO FOLLOW THIS PROCEDURE,AND CONTINUE WITH THE s . 4 -0.1 -3.1 / q ,3; +b MLLW I WORK,HE SHALL A55LK ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. x m, f� ° -1 329 -3.2 °•6- . / HZ � 3.6 I a 6. NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEI6HBORIN5 PROPERTIES. s,1 b s�,, -3.3 2 35 36 1. DO NOT 5GALE DRAWINGS. WRITTEN DIMEN51ON5 SUPERSEDE SCALED DIMENSIONS. THE ENGINEER HAS NOT BEEN RETAINED FOR ON LOGAT I ON MAP x /° \ \I 1 36 51TE IN5PEGTION5 AND/OR OBSERVATIONS OF THE CONSTRUCTION. a HISS �< 1.2 0 _3.535 0.4 V • It / SEE SECTION H1 8. ANY DISTURBED GRADE WILL BE RESTORED TO BACK TO OR16INAL WITHIN PROPERTY LINES. NOT TO SCALE ��°'2 3.2 331.8 \ .3.2 3.3 FOR DETAIL,THIS 5HT q. INSTALL 'OPEN GRATE'FLOOR SYSTEM FOOT BRIDGE �3 -3.3 \ ��► J �\ 3.3 `. TIDAL WETLAND BOUNDARY MATCH SYSTEM CURRENTLY INSTALLED(OPEN GRATE)ON 'WALK 70 DOCK'- "PREFERRED BY CLIENT" KIMOGENOR POINT Co. -lb/ "3.3 INSTALL PER MANUFACTURERS GUIDELINE5,5PAGE 5UB5TRUCTURE A5 REQUIRED SCfMNo.1WO-116-6-24.1 / 1.2 -3.5 ._4. 1.x.3 B�I p�' �°° 1 (M LOGATED ALONG PERIMETER OR USE PROPOSED 51 TE PL1�1�1 FOR: 2.6 \' , 32\ THRUFLOW PREMIUM DECKING SYSTEM ..Iq 4.23 1 `o OF CLUBHOUSE, A5 DETERMINED KIMCGENOR POINT CLUBHOUSE SITE PLAN BASED ON / 8 rn I WIDE X 5 LONG PANELS,PART NO.60-XX-I-4T .1 5• N® 3.5 rl� BY,EN-CONSULTANTS AND �TMWFLOROOM I-b88-418-3569 51TUATE AT: ORIGINAL SURVEY BY: 2.3 1 -3.3_4.8 AI E3I ' �'.® G. H:4MMARTH'NYSDEG LOCAL DEALER:PORT LUMBER(RIVERHEAD,NY),EMAIL:CHARLIE®PORTLUMBERLOM,b31-121-3842 KI MCGENOR POINT ROBERT H. FOX, SURVEYOR 1�Z -3.3 3.5 _l q �� 3 3 `3.0 I xlMo(GENOR POINT Co. COLOR BY OWNER-COLORS AVAILABLE LIGHT GRAY,SEAFOAM AND MAPLE TOW�t OF SOUTHOLD P.O. BOX #336 SITE PLAN r .0 3 29 2 I MHW=3.0' SCTM>ho.1000-116-6-24.1 INSrALL PER MANUFACTURERS r�u1DELIrrES,SUBSTRUGruRE I5'o.G. SUFFOLK COUNTY, NEW YORK AG2UEB000E, NY 11x31 -3.1 ti � abv.MLLW ° 5GTM No.: 1000-116-6-24.1 DATE: 09-16-15 3.q ' ° � _ I FA5TEN I NC NOTES: r__11 \ 1pl?�q .7 \ 3.3 32 �ED6E OF EXISTING IM LAST UPDATED: 06-20-17 ` 212 -2Ul -Ib 1 . / .1' I. ALL FLOOR JOISTS(CLUB HOU5E AND PORCH,EXISTING AND NEWLY REPLACED) AREA OF DISTURBAEGE: DATUM: MLLW 30 15 O 30 60 CIO 120 �/ -23 -2.1 '-- '-►.o-' SHALL BE STRAPPED TO GIRDERS WITH SIMPSON STAINLESS STEEL HURRICANE TIES. USE MODEL N0.H855 No.NlJ 6RAPHIG 5GALE I" = 30'-O" '�' _23 23 -1.8 4 -0.5 ' - eF I 2. ALL GIRDERS(CLUB HOUSE AND PORCH,EXISTING AND NEWLY REPLACED)SHALL BE STRAPPED To PILES(U,ON)WITH 51MP50N 5TAINLE55 STEEL ±6,250 SQ.FT. \ -2.3 _21 / x_02 N4RSN HURRICANE STRAPS. U5E MODEL NO.MTSA_55,LENGTH VARIES PER CONDITION. �7 "23 -22 1.999 M . , _ / 3. ALL DOUBLE GIRDERS(PORCH REPAIR 2-3x8)SHALL BE CONNECTED WITH LEDGER LOCK OR EPDXY GOATED SCREWS,NO NAILED ,� "2.1 -ID 6 EL.0..0, ' CONNECTIONS. • I.q� _2.5 4. ALL BRIDGE GIRDER/J015T GONNEGTIO%SHALL BE STRAPPED W/51MP50N STRONG-TIE 5TAINLE55 STEEL TA15T STRAPS. USE MODEL rr 11 M FOR PROPOSED WORK IN THIS AREA 23° EXIST. 5.o'W X t86'LG TIMBER FOOT r No.MrSMI655(SEE 5HT.3, ENI ARCED ELEVATION® TIMBER BRIDGE') PROPj. . MID-5ILL FOLLOWER BELOW V m �X�STj1G /�Y -3.1 BRIDGE TO BE REMOVED AND �s" b. USE GALVANIZEDFASTENERS FOR O 5. USE 5TAINLE55 STEEL FASTENERS TTHER THAN W/51H ALL 5IW50N 1MP50N GONNENLESS LGTORS U.O.N. m i�ri i m .. SEE ENLARGED PARTIAL PLAN ON SHT No-3 _4 _2.4 REPLACE (IN PLACE). SEE 5HT No 3 T. USE#10 PAN HEAD STAINLESS STffL SCREWS FOR THRUF OW DECKING YSTEM / /Tl �7� �� � �� d) �C�N��D FOR CONSTRUCTION REOUIREMENTS 8. U5EY"0 STAINLESS STEEL LAG BOLTS FOR 5S.PLATES AT MID-SILL AND BULKHEAD RETURN EXTENSIONS. SEE GONNEGTION SHOWN IN PROP. LOWER LEVEL MID-51LL WHALE/ tB W) MID-5ILL VINYL SHEATHING �T� N TIMBER FOOT B RIDGE REPLACEMENT ��° ELEV'52',TH15 5HT. (CONTINUOUS - BLW) F-�-.+ 0�� �_-I_ 2 -%4 0 Ab' L6 GALVANIZED LAG BOLT W/WASHER M 1 T�s3 ������ (TYP I BOLT PER 61RDER/PILE INTER5EGTIOW ORDER OF INSTALLATION: Q � PROP05ED B.O.DOUBLE 3x8 GGA 61RDER5 COMPLETE THIS CONNECTION PRIOR o 0 0 -°-- 0-- W m X TO REST ON TOP OF 10'P GGA PILE,WHALE,VINYL SHEATHING TO INSTALLATION OF MID-5ILL " o o I 1 °-- o � Q � < PILING,FOLLOWER AND LEDGER BOARD® EL.4hY BULKHEAD WHALE ABOVE PROPOSED o Iy8° - E-1 X Z U_ // 3.8 - - // TEMPORARY HEAVY EQUIPMENT MATS BULKHEAD RETURN EXTENSION GAP INSTALLED IN . ;Mll/ �; �a"THK s.s. ° �' O . / PROP. t4.0'D x 7.0 H.WOOD FOREGROUND OF BOLTED PLATES / - CUSTOM PLATE ° 2�" � M I O / TEMPORARY HEAW EQUIPMENT MAT WILL BE PLACED OVER EXISTING MARSH A5 - e F�+�'1 /i PLATFORM(BUILT OVER PROP. REQUIRED TO TRANSPORT AND OPERATE EQUIPMENT DURING CONSTRUCTION-ALL PROP05FD 2xb UNTREATED GAP �RAu i K f 1\ DIMEN51ON5 ° Q T d) MID-5ILL BIIALKHEAD) AND DISTURBED/DAMAGED AREAS OF HIGH MARSH(HM)VEGETATION WILL B£ ;; ;1 ° :: • / t2V x -I.O'W WD STEPS REPLANTED WITHI SRARTINA PATENS(18'O.G 1 AND ALL DISTURBED/DAMAGED g " .;; .y-` ; ly_� �-•-1 (�/ I AREA TO BE FILLED WITH t4 CU.YD5. OF U5E /4 O 6ALW.THRU BOLTS W/ . . AREAS OF INTERTIDAL MARSH(IM)VEGETATION WILL BE REPLANTED WITH GI PROP.MID-5ILL' '-1''.;1- '. PROP.'MID-5ILL Q COMPATIBLE CLEAN SANDY FILL OBTAINED (HM) WASFIERS AT E30TH HEAD AND SPARINA ALTERNL LORA(1b O.GJ. . O O ;:.;,:, ; `::-ir. : O O I-0 4 = O FROM AN APPROVED UPLAND SOURCE TO AN / c END(IS'O.G.MIf- I BULKHEAD WHALE : ,.: 'i. •;I Y.`. BL�.KHEAD WHALE I' PROP,3/B"THK 5.5.CUSTOM PIT- ELEVATION OF 3.6'. AREA SHALL BE PLANTED % U r ,. I 10 10 .: DWLL HOLE LOG.FOR N 4.6 � �' r 1� n 1. 1 i � �vl•i1 J. � : n n ■ WITH SPARTINA PATENS (PLANT IB" O.GJ x� X' ` I , 1�_ '". I-4 J4 FASTENER(TYPIC (�� i1 1: li li II it ' �iI /X W , '' 11 11 1 I 11 1 1 11 T p O/ T D USE: CONNECTION PLATE FOR 7' o USE 3/8"THK S.S.'L'SHAPED I' O 70 z � -o .. 7 11 / I I '1' � M M r- O 4,is r- O rn rn MID-5ILL AND BULKHEAD RETURN Al Ties ���j�/ CqA �6�� w� o ;36, PLATE5(TOP SAND BOTTOM)LAS ; , !i" ;; i. ,� ;; PROP05ED j; � b o � o � o � � o EXTEN51ON -1 91 Ov U II I 41 11 c A n „ l 1 z r- �X/S TO OPPOSING WHALE. FASTEN I ,1 O , OLOWER LVL;.MID-SILLO ;I 1 z I �II � . = rn z LOG: 2 SIDES TOP AND BOTTOM w EXISTING MEAN T/ 2 / r < r- 4.7 MG r� " " 1; + . i1 BULKHEAD WHALE . -0 z > e OF PROPOSED WHALES ~� \ HIGH WATER LINE W/�i�x5 LG,Si.S.LAG,BOLTS W/ 1. 1. ,I oz � _, > = o F Q Q 5.5.WASHER(SELF CUSTOM 1 1 M a r M p z QTY: 4 PLATES TOTAL \\ O s O = O r ENGINE-R: ST / �� D rn rn r rn F MI -SILL WHALE,3 BULKHp w- iN6 \ . R p e U PLATE DETAIL;THIS 5HT) I I11 -a ,�7 , NEER: ry� r O x rn O x D <� °�F/�� x/ i' i, i 1 i LOWER LEVEL WHALE d FOLLOWER APPROX.a � r�i D �rrr � EXTEN51ON WHALE \\ L6,THRUI BOLT TO MID 5ILL BULKHEAD. USE%20 `^ F �V� e� 4/N �_ BULK�IEAD RETURN EXTB�SION'S I /- FASTENERS/BOT. 1. 1. 11 1. 11 0 0 OQ � ��yF\� \•, �� 6x8 GGA WHALE AND FOLLOWER �I i i 6ALV THRU BOLTS W/WASHERS® HEAD AND r z / Z MID-SILL WHALE,2 0 BULKHD �,�P` T e�, p� Ex. Dock �- \ - 3 1 1 , END(18 OC MAX) INSTALL AT SAME ELEVATION v �I�SALE , TA.tXKX.®e1.5A Q \+ � � /$�C l; ; A5 RETURN EXTENSION'S PERPENDICULAR WHALE. * _w <r, \� o �F I PROP05ED BULKHEAD RETURN EXTEN51ON I, ,1 11 (EXISTING DECKING EXISTING APPARENT ��U PROPOSED EXTENSION OF EXISTING VINYL SpgCfi R (SHORE6UARD 56-625 VINYL SHEATHING " cr I, � ' PROP05FD 10 0 GGA PILE(FOREGROUND) CUSTOM 'L' SHAPED PLATE " -e I LU BULKHEAD (APPROX 4 LIN. FT., T.O. BULKHEAD 0385"x 10' x 10'x ±4'LONG, I I 2 w TO REMAIN) LOW WATER LINE , 11 b �,:,..�-a o°FX tg EXTENSION = EL. t3.bJ USED TO BRIDGE THE T.O.EXTENSION = EL. 3b'). USED TO BRIDGE SCALE: r'= I'-o' N� �� oc� • o CAP BETWEEN EXISTING BULKHEAD RETURN 3.4 \ THE GAP BETWEEN EX15T1NG BULKHEAD 6,0 0734913 Wq� Wq / I >,4 AND PROPOSED MID SILL BULKHEAD II; RETURN AND PROPOSED MID 5ILL BULKHEAD PROPOSED WORK SUMMARY: �°rEssioNP`� r EDGE OF : �� BI 1; 11 ��F. EX15TIN6 INTERIOR WALL OF PROP05ED BULKHEAD I 11 ` ' ` ' ELEVATION 'B 1' IN5TALL PROP05ED 1133 LIN FT MID-5ILL BULKHEAD AND PROPOSED t4 LIN FT BULKHEAD RETURN EXTEN510N INSTALL °ocK IM TO REMA N ALIGNED W/EXISTING ROOF OVERHAPk; . . . . , 10"� x 15' LG,TIMBER PILES AT REAR OF CLUB HOUSE (EAST SIDE - PORCH REPAIR). ALL PORCH DECKING 15 TO BE JEFFREY T. E3UTLER, P.E. r OF MPRSH J ;i }' �J.6 X SCALE: I" = I'-O" REPLACED IN KIND. PORCH 5TAIR5 ARE TO BE RE-BUILT. EXTERIOR STORAGE CLOSETS ARE TO BE REMOVED AND RESET A5 REQUIRED TO REPLACE DECKING. EXISTING 5' WIDE X t86' LONG TIMBER FOOT BRIDGE SHALL BE REMOVED Q PROP. ±4.0'D x 7.0'W WOOD PLATFORM ��'� PROPOSED 10"P GGA TIMBER.PILES FOR N 3.4 1. 11 " I'' 7 ' ': AND REPLACED(IN-PLACE). FILL BEHIND MID SILL BULKHEAD AND BEHIND PROPOSED EXTENSION OF EXISTING 1 O un u I ,.: ;�..:.:..:;. STRUCTURAL REPAIR OF CLUBHOUSE, 't,7;; Q „ , ": ..::., ...... :..:..:::..:..: (BUILT OVER PROPOSED MID-5ILL BULKHEAD) , SEE 5HT 2 FOR AND FOUNDATION PLAN . .. BULKHEAD RETURN A5 INDICATED.U5E TEMPORARY HEAVY EQUIPMENT MATS AS REQUIRED TO MOVE EQUIPMENT ONTO Q . . Z M AND t5'D x l.0'W WD STEPS TO BE ' '' `"'' THE 51TE AND MOVE AROUND ON THE SITE TO CONSTRUCT THE PROPOSED WORK HEREIN. DAMAGED VEGETATION IN _ I- GONSTRUGTED IN PLACE OF EXIST. WOOD STEPS 1 _ I •-:}.":;:"::. ...,..". . H16H MAR5H AND INTERTIDAL MAR514 AREAS 5HALL BE REPLANTED AFTER ALL GON5TRUGTION 15 COMPLETE. v 7 PROP05ED BULKHEAD WOOD GAP1. .:.: Q O " Al' .:::.,, ;.:'. :.:I::'.=.` ,.: ` OTE: Z REMOVE AND RE-INSTALL PORTION OF DOCK TO DECK t34 DP x 1133 LIN FT,CLOSES GAP BETWEEN IllI ..i'::' :: ..^: _' THE WORK PROPOSED TO THE STRUCTURE 15 CONSIDERED A REPAIR IN ACCORDANCE WITH SECTION 404 OF THE IEBG-2015,AS Q �I }' AS REQUIRED TO ALLOW FOR PROPOSED BULKHEAD / ' E.O. PORCH AND PROP05ED BULKHEAD 2c7 `''= . ` . EXISTING ADOPTED BY NEW YORK STATE. IT HAS BEEN EVALUATED AND DETERMINED THAT THERE 15 NOT SUBSTANTIAL STRUCTURAL u- LD 11 „. " ° ' EXI5TIN6 I STORY FRAME f_ Z LW O CROSSING. RE-INSTALL IN PLACE / Iai .+ DAMAGE A5 OF THE DATE OF THIS DRAWING(SECTION 4042.1). A5 SUCH THESE REPAIRS SHALL BE DONE AGGORDING TO Q 3• 3.7 I �\ �ROOF OVER PORCH CLUB HOUSE d, j - z / ®�C� PROP05ED VINYL MID-5ILL BULKHEAD I I ii`.u. i i O'1 TO REMAIN TO REMAIN SECTION 404.4. A5 PER SECTION 404.5 (FLOOD HAZARD AREAS) THE THRESHOLD FOR SUBSTANTIAL IMPROVEMENT OR D �`�� APPROX. 1133 LIN FT I" I -'9/'0 x18"LG,GALVANIZED SUBSTANTIAL DAMAGE IS NOT MET THEREFORE THE STRUCTURE IS NOT REQUIRED TO COMPLY WITH THE FLOOD DESIGN v �' m WEST CREEK H2 ° n LAG,BOLT W/WASHER 0YP I BOLT PER I F.FL EL.®6.0' REQUIREMENTS OF NEW GON57RUGTION. - � O � } T.O. BULKHEAD ® EL, t4.-(3 -{I CL � 2 CN Q Z ��� �) 2 / 61f�DBR/PILE INTE'25EGTIOty) � s ALIGN PROPOSED 2-3x8 GGA tbOUBLE)GIRDER TO REPLACE EXISTING. (� � I F- � O / !/ O I T.O.BULKHEAD EXTENSION® TA LEDGER,FOLLOWED VINYL SHEATHING AND WHALE 8 EL 4b3 EXTEND TO BEAR ON PROPOSED tI0'0 PILE � _j � < Q- EX15T. GLUE HOU5E EXI5TIN6 5.0'W x ±86.0' LO TIMBER FOOT 3.6 TO REMAIN N ALIGN FOR EASE OF GAP INSTALLATION - EL. 3 6'. MATERIAL AND APPRowN1ATELY±10 Foor LOW Q� v Z LLQ CL BRIDGE TO REMOVED AND REPLACE (IN PLACE) / � ?9.3, F.FL.EL. ® 6.0' 314 GONSTRUGTION of BULKHEAD I PROP.2x6 UNTREATED GAP, PROPOSED 4xb GGA 61RDEIR TO REPLACE EXISTING. v � [- p i Q < (ABY MLLW) w E(TH�SION TO MATCH PROPOSED APPROX,04"OP x±133'LG,, , EXTEND TO BEAR ON PROPOSED MID-SILL BULKHEAD GAP U5E SIMPSON STRONG-TIE CONNECTOR SEE 5HT N0 3 FOR CONSTR. REQUIREMENTS 33 EXISTING T.O.GRADE BEYOND �{ w z O I U :- x EXIST.BULKHEAD RETURN MID-SILL BULKHEAD. INSTALL 2X T.O.GAP a EL 4.73' APPROXIMATELY ill FOOT LONG, MODEL NUMBER HU68X,STAINLESS STEEL T 2 p 1 UNTREATED GAP TO MEET GAP AT USE SIMPSON STRONG-TIE HEIGHT=7:0",WIDTH=5.25' Q �/ O O O 3.6 �/ O ¢ TOP OF EXISTIPJ6 VINYL MID-SILL BULKHEAD,SEE DTL GI, x EX.2X8 FJ(REPLACE (SPECIAL��_ `- O �_ i' T 1® BULKHEAD RETURN THIS 5HT• � DECAYED FJ W 2x8 AGCY STAINLESS STEEL CONNECTOR l BUSINESS DAY LEAD TIME) ' _ I� � n? U � u6 MODEL N1MBER RE)*�'(SPECIAL ORDB� z W O �� f FL.EL.® 15.92' � O O 0 _V ,a- N Q 6 W B.O.F.J.0 1523' EX.2x10 FJ \p w \M�p TOP OF EXISTING BULKHEAD RETURN = EL 4.q' / EX.2x10 FJ TA PROP Z lel Z 0 O I \< / U �/ 3 32 WEST CREEK ---------- - -------- 1; ;I �` ;;, PROPOSED 2-3x8 GGA 6RDR5 PROPOSED 2-3x8 GGA 6RDR5 PILE 0 t4b3' W ,2, 3.3 I BEYOND - _39 x 1l� ,,, ,; 1 BD.PROP.6RDR®t4b3' 80.EX GRDR®34.T1 I- U_5 O \��- Q� \ CT.O.6RADE EX. BULKHEAD JT *r= EX.8 0 PILE B.O.PROP.5RDR®14163 Q - M.H.W. EL.3.2' 1x3:2' N (TO REMAIN Q . - 1 . B I °^ ^- 'O^�° !'�"/" _n11 �;: 0 LEDGER THRU BOLT(2)PHR PILE/1 06M GROSSING l l� l� - O `PROP`2 I UNTIL INDICATED) U �' ►-•� I: X18. 6 V T. '/ LG, AL ANllZED': i•' 4 - l - Ii -MID 51 LL BULKhEADf VARIES REVEAL �.� .. I. �. .: r I-� LL_ .._� r. , ,a.. LAG BOL W/WASHER i - . D .•..O I BOLT PER I 1 P O X I t r: { ia1' ' 0 1 LN .- -_,. -- . :� .. ..APPROXIMATELY:416 GU.Yby: GLEAN SANDY:FILL.TO... ., ENLARGED PARTIAL PLAN I a� 1 �> PILE INTERSEGTI 1 pRWPRD .. .. F .1,l..11 MAINTAIN 12..GLEAR'SPACE FRON�.t.1. t3E;PLACED LANIDWARD OF I�5ILL.(TO RAISE THE ti/ E"'� LLJ " - '_ " M.L.W.® EL.0.0' Q' 0.4'X' pQE F.. .Kpp..'.',... :.••..•'..'.:. ...,.)ti, .'ir: .:n:I lu: , 3 1 SCALE: I 10 O > 5:0../. BJ1. .. E..O:PORCH TI .. F. LOYJF ,.T1' NATURAL GRADE t APPROX EL 316) -�y CD �- .. _ x0.o .....I -...W0)11 , [�:I,.,1 ..'. I .Ill .. .I 1 I.• ' 1 ' I T I I I L f. . . IED'.i1. :' ,y I l PROP05ED LOWER LEVEL 6x8 WHALE AND 6x6 GGA FOLLatR tq L 1 J l0"0 x 15'LG,GGA TIMBER PILE L WHALE.PERP: fO MID 51}L BULK D I 1 �' ( ) I I O Q p 1,- :.PROP65ED 6x8 GGA WHALE 14ND 16x8 GGGA.FOLLOPWBR x x±1 1 i RUN PARALLEL TO MID 5ILL THRU BOLT. INSTALL AT ELEVATI SUITED FOR STRUCTURAL REPAIR 1 I I Q -LT x 6 b LG,GGA -- (BEYOND)..'RUN.PARALLEL40 } FOR CONNECTION OF EXTENDED Bu80 RETURNS PERPENDICULAR WH - OF CLUBHOUSE(TYPICAL OF B) --I 1 r- 'J www.dignetnycli.com FASTi�I;BY THRU'BOLT GONNGGTION_TO EXISTING FRFIURN. ^' 11' "'; L1, USE 3'e THK 5.5.PLATES(TDP AND TTOMU LAG TO OPPOSING WHALES I I t€' ' _� , ui u, GONUrEGT PERPENDICULAR WHALES I For safety reasons, homeowners are strongly t4'LIN.FT. to APPROXIMATELY 4 GU.YD5.OF SANDY FILL TO BE PLACED LANDWARD ( I 11- . 11 or www.call811.com USE 3/a'THK 55.PLATES(TOP AND BOTTOM) "' for other states encouraged to call as well when planning any type PROPOSED I:: OF EXTENDED BULKHEAD RETURN RAISE GRADE FROM EL 22'TO EL 3 ') I I �, 1,!I ( ) of digging on their property.Homeowners can -4.Ox LAG TO OPPOSING WHALES(SE£DTL'GI',THIS 5HT) BULKHEAD Iii I AND PLANTED WITH SPARTINA PA 01 OCG,) I 1 I I d t' ( �I 1 3 L11 EXTENSION l contact us directly at 1-800 272-4480 or by calling I I 0 By law,excavators and contractors working in the five boroughs of New York PROPOSED WOOD PILATFORM AND WOOD ^q I i PROPO`SEID MID-SILL BULKHEAD, City and Nassau and Suffolk Counties on Long Island must contact DigNet, 811,the national call before you dig number.For 111, 11, p, excavation work completed on personalproperty,it STEPS TO GRADE ARE REMOVED FROM 111 Ill 11;1 I I°;I (` � 56-625 VINYL SHEATHING 0385'X 10"X 10') TWiKEDIN- I IL I Of NFW YOLK CI1Y 1-800-272-4480 or 811,at least 48 hours but no more than 10 working days p i is the contractor's responsibility-NOT the " "' "'I ' � 1 I, I Sc, "old r�%,vn (excluding weekends and legal holidays)prior to beginning any mechanized f f THIS VIEW FOR PURiPOSES OF CLARITY -L,,_ I I-l0'0 x 15'LG,.GGA TIN1�2 PILE FOR MID-5ILL BULKHEAD(IYPIGAL OF IS) &LONG UAW homeowner's--to contact DigNet.Having utility lines SECTION A 1 FIFTY(50) G11.YH OF GLEAN FILL(COMPATIBLE GRAIN SIZE) 0�'�' '�T °_�. digging or excavation work to ensure underground lines are marked.Excavators 800-212-44801 (911 marked prior to digging is free of charge. PROP05M VINYL SHEATHING SHALL BE PURCHASED FROM AN APPROVED UPLAND SOURCE. and contractors can also submit locate requests online,through ITIC.If you do D D D NOTE: NO EXCAVATION OF THE SITE HAS BEEN AUTHORIZED FOR not currently use ITIC,please call 1-800-524-7603 for more information. 5GALE:: y4° = P-O" RE�1+4R0 E�6-625 VINYL SHEATHING 6 5 4 THE PURPOSES OF OBTAINING FILL OR OTHER MATERIAL. D 0385'x 10'x l0'x±4'LUN.FT., -1 T.O.BULKHEAD RETURN EXTENSION = EL 1316' 7 of 5 PROPOSED 4xb CLUB HOUSE GIRDER,REPLACE BETWEEN COL LINES PROP, NEW DOUBLE 3x8 GGA PROP. PORCH GIRDER CONN: PILE/WHALE/5HEATHING/FOLLOWER CONNECTION 'B' TO 'E' ALONG COL LINE 5. 5EE PROP05ED PLAN(THIS 5HT) PORCH GIRDER. USE PROPOSED RETAINING VLAI I GAP, w ry v PROP05ED WOODEN PORCH FLOOR TO BOLT TO MID-SILL EIULKHD PILE TO BE FASTENED ® EACH OCCURRENCE, FRONT TO BACK: b"x8" TOP WALE,SHEATHING N r= 51MP50N STRONG-TIE USE (I) 3/4' x 16" LG GALV. LAG USE 3/4" GALV. THRU BOLT II " o I o BE REMOVED AND REPLACED PROP05ED 3x8 GLOB HOUSE 61RDER AND 6x8 FOLLOWER W/2x GGA TOP PLATES o o CANTILEVERED b BEYOND PILE G5 HANGER TO NEW 4xb CLUB BOLT W/WASHER I BOLT PER WASHER (HEAD AND END) AND NUT71 PORCH FIN.FL.R.= 15AT(5H0W EXISTING 4xb GLUE " HOUSE GIRDER Q $ Q GLUB HOUSE FIN.FL.EL= tbD'(SIMILAR) HOUSE 61RDER TO ALIGN T.O. GIRDERS7 GIRDER/WHALE GROSSING PROPOSED DOUBLE 3x8 GGA PORCH GIRDER REMAIN(TYP,U.ON) CONNECTION 3 ~ X O EXI5TIW-,,2x10 FLOOR J015T5(BEYOND) ______________ T.O.PORCH 6RDR 0 EL.15.23' VINYL SHEATHING - z � O WHALE/SHEATHING/FOLLOWER ALIGN T.O. PILE, WHALE V � !� TO BE FASTENED ® I b" O G. AND FOLLOWER EXI5TiN6 2x8 GGA 4" USE 3/4" GALV. THRU BOLT, ' - w w A EXISTING 2x8 GGA PORCH OR GLIB TOP OF MID-SILL WASFHER(HEAD AND END) AND NUT -'� z FLOOR/RIM JOISTS :n PROPOSED PORCH FLOOR AND HOUSE RIM J015T - o z w I -PROPOSED NEW 3x8 GGA SUB-GIRDER BULKHEAD X231 WHALE SPLICE (TYP) � z i. •I / EXISTING CLUB HOUSE 5UBFLOOR EX GRADE ® EL. 14.73' 51MP50N STRONG TIE SEISMIC HURRICANE XI X: REMOVED FOR CLARITY t� o o o o o 0 0 0 0 o o • • o 0 0 0 O o V � J REPLACE EXISTING 4xb GGA 1'-Io" PROPOSED DOUBLE v. 61RDER W/PROP05ED TIE(P.N.FI855),INSTALL PAIRS OF STRAP I I GRADE ® EL. Off z I:I I 3x8 GGA PORCH GIRDER + o 0- Z GONNEGTOR5® EACH J015T A5 50M :: ;.:'; DOUBLE 3x8 GGA GIRDERS I V I V 4" �c°I V I V I EXISTING VP TIMBER PILES TO REMAIN ; � E GRADE VARIES ..,. II'.. .;....,:'::.I P.' N.I :.'.Il:.,:1,.' II•.., rl "JI::'':.I .. I: ..:.. :5.."..Y 1- :E.1.;•:�: 2x8 AGQ RJ THRU BOLT CONNECTION TO ... :...: ':.;•:: .. ..I...:..:.:•.' w z INT (TYPUON) F:d.,:rr:> °�',,.LL.,.:Y.r: i..'.:::,.... EVERY INTERSECTING PO (lYP) ..:> :7k Y,:: ;. ... .:,...,..:. .: :..:L.:, � .... .. . ...: :. .... 1.1 ,.. nL:l�ti..:J, . .:>- :,.I .;1:1>....,II, LV,..+_•t.' ,'.,;I..,,,...Y.....:.:•..,.. :..,:'.;.::,::.':.., ..• . lY S " " III IIII IIII r Ili ' 5 II l: .... .. , I.. ,,I :':t.h . 11,•.. �1 _a I _ �L.. .:.� t.::.a.,.,..d:.1, 1., r.: .�1...;..1..(....I I,....r!,. .....>~I:.p:r.. y. }�....1.:.. ... 'I . I.. t �. .•'..�'..' L'I,.�1:11:':r.+ •.. -i ..� .a•:. ;:�,;..:;:•'.......: :.::.... .. � � �� 2 / Q xlb 1-6 GALVANIZED EXIST.OR PROP`) EXISTING PILE USE 2 / 5.5. ......, Y.I. l. .. L,r ..+,Y, .,II 1. ..:'........�it... 4J ,I JI:.. l. ...)Li}.- II:..5�. . I .-.Ilf.._,.rl .,,f�..II .:. u .., {.''( .:,� ..: :•.': . .. . ..f...,,I,..' . .....,. .. rii ., ,.. ..;. .. I II 11 i I � ....�,�, Ik ,•5d 1Y....1.. , � D S . .. .. I III "..' k'! Yn ,..P f.:.1.A...:�H.l .... ..I,L,:}.LP,••,1'.N:.':�.Id •. ,�1..: �.'P•:,I'P"�',,14.:.IN..`:.A'.{.>.,. �1.': .�0.:.:.:`.�,.',bl."':'r9',: .II `.:.. 4:1..:...:, .., F >,.dIF'cYN:...l".'•.:'1..'T..f,.: ..:..... .,. �' EX15TIM/NEW 2x8 AGO FJ/RJ TO BE ,y J,-...1 a;..:'':' 6 T'J'WASHER/�yP I BOLT 111 I C THRU BOLTS® EACH I I 1 h... h,'J r p r:; :G:.I rt.. 4.I:.:LII: ,;I, .:I ::1.1 :.t '•.. - ri z LA BDL kY 111 ° }.h...�+':' }"t}il ti.):.. ..(.,r 1... :.1 . ._JI i'� ,LIf...:•:;I'.�1:'} '' lI(.;'I:'il.. Q — ' Q OW FOR PROP.DOUBLE S TRIMMED TO ALL C INTERSECTION,WASHERS AT = ~ u ~ :. . :.. .. , PER 61RDER/PILE INTERSECTION X 4 1 I I, III 1 III III p }I; a {11 b I 1 III II I V i r !+ p I I II p m lY 3x8 GGA 61RDER5 EX.4x6 GIRDER MEAD AND END AND NUT.(TYP I I I III 11 I I I 1 Y I I, I II III d I I I, I I III I I II I Y i II J II d II Y (GONNEGTION POINT IN FOREGROUND) > / / TO REMAIN(BEYOND) 5 I I I I "' I" I I ' o I 1 1 I� II 1 I P 4 1 II 11 4 1 11 I N II 1 III I I 1 II 1 I, Ili I,I I I, II II II� II III I'I II IIS 1, III � II � ,11 III 111 III R I I I I I I I � I lJl Q � ° IlJ III 10 hff III III 1 I Ih A Ih II 1 h 111 II Ih dl h III II Id dl hl III III q I � III Y (] PROPOSED 10"(P GGA PILE ul OL I I I I I I III I I II ' I I I ' I I I II I I I} ISI I I I I I I 11 I, I I, I, I I, II 4 II II 11 V II II 4 d 4 i1 II p I; II y I II d W� � �S) EAST AND WEST SIDE OF CLUBHOUSE - USE 51MP50N STRONG-TIE CONNECTOR PROPOSED SUB-GIRDER I I IIII III II I III III III I I I I I d I III N I I I III Y =ry Q STEEL li 1 Ili I I� P I I; ;I I III III lipII I 1 1 7 1 p ( 1 I I I, II I I I, ,I I� ,I I I 1 I I 11 II I I Ih 111 I 1 }I, I It II IIII p i > FOR 5TRUGTURAL REPAIR MODEL NUMBER HUbBX,STAINLESS EXISTING/NEW 2x8 AGO RIM J015T I I III IIII y 1 1 II 1 f f II I IIII III III r, I I I I i d d r d I, IIII d II Y - - Q (FOREGROUND) HEIGHT = i.0" WIDTH = 525• / I III N (F ) 1 TO BE TRIMMED TO ALLOW FOR PROP. ._o r_- C2 FAILED PILE GIRDER CONNECTION S 1 1 1 ; I ;1 I III; I 1 I1 11 YI II I I IIII 1 � 1 1 1 11 I I I I ` I ti � III III III III II !II I 1 1111 111 III I ul If I I 111 dIl I ul lY dl III I L 311 O O O p `° O NI III li Ili lil Ir v I� SII IIS Inl la III v I I I , I n YI N II N I I 1 1 N N ry O N O (SPECIAL ORDER- DOUBLE 3x8 GGA GIRDERS SCALE: 3/8" = I'-0" I Q li� 1 1 I, II+ ( 1 III III �II III 1 11 II III I III III � II( 11 III III III ,I�I I I,I I Ij p y I Ij II 1 I I I'' p II 1 11 II 1 11 III 1 Y II III d l III II ill III III I II 1 II II III III III II d i h I I II Y N I BUSINESS DAY LEAD TIME) IIII IIII II III ,I I IIII 11 I III ;I 1 ( III II III 1 II II 1 NI I I III 11 1 II 1 I I ( II!! II I I I B.O. SHEATHING ® SIM I I I I III i1 I R d I I III II III II { I p I I I i 1 i I ;i ¢ I t1l N p O In N N EXIST. FJ/RJ CONN. TO PROP. GIRDER AND TYPICAL EXISTING INTERIOR 8 PORCH/ REPLACE EXISTING 4xb GGA -� I I I 1 II II 1 f I, I I 1I II I III I I I 11 1 IIII d I I I , III IIII I I1 I I II Y EL. t -8.0 (SHOWN) Q I d , „ PORCH GIRDER Y1/ rIWrVJLV — 1 u1--JLL— --ILL JIl--lu-111--JI1 ,L—uI--JLLJ.y--lu— -- Jll—J11—LIL--LI LLLJJI--.11l—u1-- LLIL m m �— o -I r- 1 1- 1 r w r-- 1 r- y r`- E2 E2 EXISTING 4xb GLUE HOUSE NEW SISTER 2x6 GGA �, 1 1 I I I I CLUB HOUSE P05T LOCATED AT COL PROP. GIRDER CONN. TO PILE (FORGROUND) DOUBLE 3x8 GGA 61RDER5 61RDER TO REMAIN CLUB HOUSE GIRDER I I VINYL SHEATHING,5HORE6UARD b25 I I I I I I STRINGS 2 AND 5 50ALE: 1" = 1'-U" 1 I I 1 1 1 I I I I I I NEW 515TER 4x6 GGA THRU BOLT EXIST.GIRDER AND PROP. I I I I I I 10"0 GGA PILE, 15' L6 (TYP) SIM CLUB HOUSE 61RD 515TER GIRDERS,USEY�" 5.5. THRU I I I I I I I I I I I I 90' Corner EXISTING GIRDER TO PROPOSED GIRDER ALL GIRDERS SHALL BE 5ECURED BOLT5(2 ROWS, 16'OG -STAGGERED), I I I 1 I I I I I I I I Brace F2 F2 CONNECTION TYPICAL DETAIL ST EXIST. PILES S 51 PS WASHERS TE HEAD AND END AND NUT. STRONG TIE 5.5.STRAPS I (TYP® �515TER CONNECTIONS,U.O.Na view Top SGALE: 1" = 1'-0" EX 6RADE I I I I I I I I I I I I I I I I I I I I I I I I • EXIST. 'u 11 NEW I I BeveledaerVC Plate asher SIMPSON 5.5.STRAPS: LJ J L J L J L J L JNylon • Y ; M5TAI855, IB" LG I I RJ K R.J.AK � I o ` M5TA2455, 24„ LIS I I f--EXISTIN6 610 TIMBER PILES TO REMAIN ELEVATION @a PROPOSED MID-SILL BULKHEAD 0 0 �° M5TA3655,36 L6 I I (TYP, ) R $ L SCALE: 1/4" = 1'-0" Viewt View O rE45TIN6 l PORTION OF EX.WALK TO BE / (36" LG STRAP SHOWN ABOVE) PROPOSED SISTERING AND Front 5UPPORTIN5i ____ / EX15TING WALK TO DOCK REMOVED AND REPLACED \ q0 CORNER BRACE View B D2 PELE/GIRDER STRAPPING DTL PLACES REQUIRED = 2 CONNECTION <TD REMAIN (IN PLACE) I SEE MANUFACTURERS INSTALLATION INSTRUCTIONS I 3 SGA�LE: 3/8" = I'-0" FOR QUANTITY OF PARTS PM71ON OF:KALK TO DOCK _J -�' • TRIM LOCATION:CLOSEST SUPPORTINGREMOVED EXIST. I STY FR WLK TO DOCK 1 X~ ¢I GLUE HOUSE I RIM J015T SG 650-750 Comer PILE/GIRDER CONNECTION TO GLUDOM PORCH S,� o�I EXI5TIN6 Use with SG-650,SG-750, TO REMAIN SG-625 and GG-50 • m • REMOVE WALKING 5UIRFACE(RESERVE FOR z f- _ ROOF OVER PORCH RE-IN5TALLATION),GUT RIM BOARDS AND FLOOR o` I TO REMAIN F.FL.EL.® 6.0' T.O.BULKHEAD GAP PROPOSED TIMBER PILES. � m - I IOV x 15' LC (I OF 8) CORNER FITTING a O • FASTEN TRIMMED EX J015-M TO NEW RIM J015T ° ° _ ------------ FOR 5TRUGTURAL REPAIR OF CLUBHOUSE .PLACES REQUIRED = 2 rW g I -------------- `. Q � � „ SEE MANUFACTURERS • USE 5,5.TEC05 0 ALL GONNEGTION POINTS Y n S rd J x ' REBUILT WALK 4 RAIL IN KIND `� ” EAST INSTALLATION INSTRUCTIONS PATS �T� � X W I -A O A B C D E F G H J FOR QUANTITY OF PARTS 1- ' INSTALL 2x LE06ER BD / PROP05ED 10'4P PILES a — g AND 2x BLOCKING A5 REGV i3l-511 51M 2 II " ^ n ® THRU BOLT TO EX.PORCH POSTS � �3-$ (MAINTAIN IS CLEAR CMI SHOREGUARD (Y m USE 51HP50N 5TRONG-TIE I REF 71 �2„ l'-I I" l'-I I" l'-10" l'-10" 8'-0" 8'-2" TREF SPACE BETWEEN SP OF PORCH TO O .. 5TAINLE55 STEEL CONNECTORS I EX.2x8 FJ(REPLACE / E.O.PI H SRDWARE: �j m X T.O.EX.DOCK= \ I DECAYED J015T5 VV 2 3" PILE) W 2x8 AGO) _ _ - - 51M 2 - - - - _1 l� X Z !_ EL.5.0' I I / �CV U_ EZ LIM T OF EXIST ROOF ABOVE - _ - 0 FL.EL.® tS.g2 N EX.2x10 FJ - 'Y' ORIGIN - LIMIT:OF EX.STORAGE ABV I-2xb EX.RIM J015T I1 2 b EXEX.RIM J015T -I -2xb EX.RIM JOIST— LIMI OF EXIST PORGH ABOVE —I-2xb EX_RIM JOIST 1 k O /1-EX.4x6 GRDR ALL EXISTING TIMBER I-EX.4xb GIRDER I-EX.4x6 CARDER I-EX.4xb GRDR PROPOSED WOOD X.GRDR @ ±4.11' 1 WP( �o) c7 � PILES®PERIMETER ARE M.H.W.® EL.3.2' 2q,x tS EX.2x8 F.J. DECAYED) EX.2x8 F.J. -d++� IMIT OF EX CLl13 HOUSE /� BULKHEAD CAP HAS BEEN O W (ABV 6RDR) (ABV GRDR) ................... .....:: ::::::::::::::::::::::::::: . ..... U' of - p- QL xo �izapoSE 4e r ' i :'':' - _ a� d REMOVED FROM THIS VIEW ..... D, A .W • .I. L, Vof NEW YORK CITY >C IU2B'I-AGE A5 REQb) EX.2x8 F.J. ° t>zr�LAGE AS REQV) ,.I.: 6U.T BAGK FORCLARITY.':' :'::'' :'' :' - Q (ABV 6RDR) EX.2x8 F.J. EX.2x8 F.J. �O Iyp:GREFX. .. ....r.•.t..'......'..'..'.. ..'..'..'..'..'.. CC ®1b"o.G. ® Ib"o.G. q FOR PURPOSES OF CLARITY = O .,,.,1 a LONG ISLAND — LL �j ABV GRD I ABV GRDR ry ,— r— I.'.. I':'. : $ �o OZff AGE A5 REQ �" FOR UNTREATED.GAP;.' :.InKtAi L'NEH 001 TION OF W�K.TO tJOGK', .'L'.'I I -' x o`d ® Ib"O.G. 2 C I6 O.G. ®Ib"O.G. �• In N 1 I;.;: AFPRQ)C:. 4":Dl''x:±133':1-6;:':1 �'.1'.:'..'..:'':..':..• :.'.:..',...',.:.':: . `~ F2 — W ® 0' Rv:''THRU BOLT NEW'RIm-I05T(5)OVER PWIGIRD1 R:':I : I: :.1 i.. 800 272 4480 811 X ® �— 1-4xb EX GIRDER -PROP.I m M L. EL.O. I T.O;GAP:®.EL:'4:1 ' Y'.L.r,... .• .. .• ., •., w 1 I 1 / ' `'' ' ' ' ' - �M I -4x6 EX.GIRDER 3xB GGA 6R( ' PROP05ED MID SILL BULKHEAD: x 0.l':• GONNEGTION: : : : N,•: I. ::.':. :I I .I - - II 4xb EX.GIRDER - I-4xb EX.GIRDER - I 4x6 EX.GIRDER - TO BE SISTER® - RUN,RIM/,FLOQRJOi5T5;Ib.'OG.MINAND;GOtGT. ;:..'. . 2 - - - - - - - - (. :'{:::''.:•; .': 1 I L J www.dignetnycli.com TO LEDGI R BD:�PORCH PAGE'::''':' I ( L PROP05EO MID-511-1-BULKHEAD, a I-PROP.DBL 3x8 GGA 6RDR : 1 2 PROPOSED 1133 LIN FT VINYL BULKHEAD W/ I I or www.c 11811.com LL ? Y -' FAILED 5GARF JOINT WOOD GAP. B.D.GAP TO ALIGN W/BA.EX 1 • USE 55.TT GO5®ALL GONNEGTION POINTS 1 1 I (5HOREGUARD 56-625 VINYL SHEAT.1 6 0.385"X 10"X 10') `� `' kL o `' o CLUB HOUSE 61RDER SEE SECTION'A2'(THI5 I I for other states 1-I o 0 0 0 o GONNEGTION I cY I I I RE-INSTALL WALK WAGE I I I ( ) - `-^ r A N 2 x o I I I I • RE-INSTALL WALK RAIL TO CODE I 1 l0"0 x 15'1-6.GGA TIMBER PILE FOR PROF :AMID-51LL BULKHEAD .n > 51M AZ N m— > _I o 0 5HT)FOR GONSTRl1GTI0N REQ'MT5I- 1 I I I I I 1 I I I (GUT OWN FOR PURP05ES OF CLARITY) By law,excavators and contractors I I Y;5 -'°? > '� I x Q ® W ® I EX 4xb GIRDER TO BE 515 D N I LL `� o "' I-PROP.4xb CGA PLANK " " " working in the five boroughs of New York ry o ,L x o. X Q ® :: o : ; PROPOSED 6x8 CGA FOLLOWER 1— RE:�NFOR:GE 61RDER/PI CONNECTIONS I -PROP.2xb GGA PLANK .. > " City and Nassau and Suffolk Counties on `- - > (MAINTAIN 12 CLEAR SPACE BETWEEN ED6E ENGIN LASE(I)STRAP AT EVERY ILE/61ROER INTERSECTION 12 BEYOND PILE,EA.END) I " w I. ¢ 12 / OF PORCH TO E.O.FOLLOWER,TYPICAL) D D D Long Island must contact DigNet, / `' J USE 51MPSON 5.5.5 ,MODEL No.M5TA3055 5.5.THRU BOLTS Ib"OL- I 4x6 EX.GIRDER OVER MIN ter- N S 1-800-272-4480 or 811,at least 48 hours -I I-4xb STAGGERED-2 R01^5) LOWER 4xb GIRDER PROP05ED 10"m x 15'1-6 GGA WOOD PILE Y T. but no more than 10 working days I-PROP.DBL 3x8 GGA 6RDR :. I -4xb EX.GIRDER I -4x6 EX.GIRDER EX.GIRDER D2 (UNDER STAGE AREA) ::I-PROP.DBL 3x8 GGA 6RDR i e O H2ELEVATION - WALK TO DOCK (excluding weekends and legal holidays) 3 - - - 2 - - 3 (I OF IS)ALIGN W/EXISTING GLUE HOUSE PILES OTl 9� PARTIAL REMOVAL AND REPLACEMENT AS REQUIRED prior to beginning any mechanized digging _ - 6RID A5 SHOWN T.O.PILE TO MEET B.O.PRO'. Ar FAILED SCARF JOINT n ' I NOTE: I: : I = DBL 3x8 GGA 61RDER® EL.4b3'([YP) SGALE: 1/4' = 1'-0" or excavation work to ensure underground U_ � GONNEGTION LL o n EXIST.STAGE FL.JOIST 9 ry -- lines are marked. Excavators and < LL 0 0 U Q I LL :I: - X -f -t TO BE REINFORCED W/ x LL u I " • m J u, contractors can also submit locate cx a as o l N> YL .v YL .� > : o PROPOSED b x8 GGA WHALE,TYPICAL 2 ��__a cu W x c� w o o X 0° o 0 0 o INSTALLATION OF X m ® x N •a requests online,through ITIC.If you do not > W X - uJ d x 2x10 JOIST BLOCKING " Yu IIXI I o I I X ® A,>: I N> CV> x I TOP OF MID-SILL BULKHEAD GAP 8 EL. ±4.13 currently use ITIC,please call - Ir, ,�Q ,� ® X ® W A 3 g3 B2 1-800-524-7603 for more information. EX.TIMBER PILE EXI IMG 4xb GRDR OVER I:' R01 -I I- 61RDER/PILE CONNECTION: ! xl6 2 For safe reasons,homeowners are m / (TYPICAL) I_4xb 61RDBt• 4 6IRD62 TO BE REPLACED :: USE 2-3/4"Q x Ib"GALV.LA6 BOLTS W/ -PROP.DBL 3x8 GGA 6RDR : I- 4xb EX.GIRDER I-4xb EX.GIRDER I -4xb EX.GIRDER TO BE 515TH2ED : N DER STAGE AREA) N ::I-PROP.DBL 3x8 GGA 6RDR WASHERS n PER 61PDER-STA66ERFD LOG EXISTING strongly encouraged to call as well when 4 - - - - - __--- - - 4 JEFFREY T. ESUTT_ER, P.E. ON PILE TOP) I STORY FRAME planning any type of digging on their I _ CLUB HOUSE t2'-3" property. Homeowners can contact us ; ^p �G ? p I r I Q PROPOSED BULKHEAD GAP. direct) at 1-800-272-4480 or calling TO REMAIN I Y Y 9 EXISTING FRONT TO BACK CONNECTION PT5: ,L x o ,� ,; / F.FL.EL.®6.0' W 1 " 811,the national call before you dig [--I o ,',5 X>® es N>— CV ° IL N '� o a� `a o I / O SOUTH O ROOF OVER PORLH INSTALL 2x UNTREATED GAP number. For excavation work completed on x `�` FAILED PILE X ® X ® o o - x o Q t1- b x8 TOP WHALE, p I W 2 W W x I Q _ +_ 0 6"x8" FOLLOWER ATOP WHALE,FOLLOWER AND personal property, it is the contractor's ,X LLX, a� „X, I W w responsibility--NOT the homeowners-to O / € I x ¢ ® v EX.bxb PORCH P05T TO REMAIN TAO' LEDGER BD LEDGER (TYPICAL) Z I I -� 1 2 FAILED SCARF JOINT 4xb EX.61RDER OVER (cv 1 O O contact DigNet. Having utility lines marked ALIGN I I CANNEGTION LOWER 4x6 GIRDER O 12 $ prior to digging is free of charge. I I-PROP.DBL 3x8 GGA 6RDR : I-PROP.4xb GGA 6RDR � I-PROP.4xb GGA 6RDR I-PROP.4xb GGA 6RDR I-4x GI NNDER STAGE AREA) I _ �= T �FOLLOHER PROP. ±4.0 D x 7.0 W WOOD PLATFORM (BUILT OVER _ 6 EX.61RDER :I PROP.DBL 3xB GCA 6RDR I , LL (� SHEATHINs,WHALE i PILE®EL 4b3' I PROPOSED MID-51LL BULKHEAD) AND ±5'D x'I.O'W WD 5TEP5 5 , ................... - - .......................... ............................. ..... - p s 5 O Q 1 PORCH DECKING TO BE 1 i TO BE CONSTRUCTED IN PLACE OF EXIST. WOOD 5TEP5 // I LIMIT of EX.GLOB HOUSE FZ TRI EX.4xb 61RDER5 TO a J �ll Z LU REMOVED AND REPLACED I r I, 12 12 o QU EX.GIRDER CURRENTLY < 2 OW FOR NEW 3x8 DBL I II I '' J NOT RESTING ON PILE EX.2x8 F.J. EX.2x8 F.J. EX.2x8 F.J. 61 GRO`.f INC / 0 ('v Z EX.2-2x10 RJ EX.2X8 FJ(REPLACE DECAYED _0 ±' ABV 6RDR) (ABV 6RDR) a� (ABV 6RDR) USE 2 SIMP50H AN6LE w X o I O (TO REMAIN) JOISTS W/2X8 AGO) T.O.PILE GAP IE BULKHEAD MEAN LOW WATER® EL.0.0' STENT NC NOTES: X I W ® q� � +»` EX.2x8 F.J. m (�LAGE A5 REQb) 2 (REPLACE A5 REOV) efi IpBIAGE A5 REQb) , GO TORS,MODEL No. w ® I O ~ IY 1 TO BE APPROX.2 BELOW 11 1N (ABV 6RDR) �1 ® Ib"O.G. ®Ib"O.G. �1 ® Ib"O.G. A3555,I EA SIDE - FLH.®t5.92 B4O,EXISTING GIRDER / I '� S ��" �� S I `��+ z Q EX.2x10 FJ I. ALL FLOOR J015T5 (GLUE HOUSE AND PORCH, N m'��A5 REOV) (� I ? v — IY f1- B.O.F.J.0 X523 ®Ib"O.G. X — PROP05ED 2-3x8 GGA 6RDR T.O.BULKHEAD GAP® EL. 14.73 I EXISTING AND NEWLY REPLACED) I -I �� I I Q - �AT-�i Z Q O B.O.PROP.6RDR®t4b3' T.D.MID-SILL PILE® EL.±4.63' SHALL BE STRAPPED TO GIRDERS WITH 5IMP50N �� I-4x6 EX.GIRDER II 4xb EX.GIRDER I-4xb EX.61RDER I-4x6 EX.GIRDER I -4xb EX.GIRDER = I 4xb EX.GIRDER I-4xb EX.GIRDERZN ? SYMBOL LEC END: w r i ;.;,_L . ,=<,y1, 5TAINLE55 STEEL HURRICANE TIES. 6 - — _ — — — — _ — — — — — — — — — — — — — — / ` O N I M.H.W.® EL.3.2' ' I-2x6 EX.RIM JOIST I 2xb EX.RIM J015T 1-2xb EX.RIM JOIST I-2xb EX.RIM J015T I -2xb EX.RIM J0 5T LI T of EXIST.PORCH ABV I-2xb EX.RIM J015T T.k i1- [ " B t , .. -.. -' .�yyji,�`.`.'y,,s'a.nK ;ln>.'- .fii`:;:..rr:':`v. +t U CL O O USE MODEL NO. H855 (O.O.N.) e2 r DENOTES EXISTING 8 (P TIMBER CLUB PROP.DBL 3x8 C A r ll>;:, ;I ;r:`-. L EXPOSED BOLKHD VARIES I 2. ALL GIRDERS (CLUB HOUSE AND PORCH,EXISTING /, 11 / , N HOUSE PILE (TO REMAIW O O ` ';1 I AND NEWLY REPLACED) SHALL BE STRAPPED TO 7 _ �' O z a1- �- N TRIM EXIST. PILE = .•-.. III TO REPLACE EXIST:EXTEND. GL�f2 •• 13' � WOOD P05T TO TO OUTSIDE E.O.BULKFIEAD PILES (U.O.N) WITH 51MP50N 5TAINLE55 STEEL a - - - - - - - - - rc' 7 ij) I' I.l o DENOTES PROPOSED 10"0 GGA TIMBER Z O AGGOMMODATED PILE(±12' LONG) I 4 0 4 xo.4' RRICANE STRAPS. USE MODEL NO. MT5A__55, =rye PILEMWALE/SHEATHIN6/FOLLOWER WIIALE/SHEATHIN6/FOLLOWER GONNEG7110k TYP 12"CLEAR U5E: O I 111 I c 9 Ix •0 M.L.N.M ® EL.0.0 �,,o PROPOSED VINYL SHEATHING 2 " PILE5, 15 LG FOR PROP05ED MID-51LL LL O N (2) 3x8 6RDR5 D DI I I I LENGTH VARIE5 PER CONDITION. 5EE DETAIL 02, ,� 5H CONNECTION TO BE FA5T6dEED® EACH TO BE FASTENED 0 Ib OL., FROM E.O.PORCH CMI SHORE6uARD CORNER STRUCTURAL REPAIR OF ORE6UA 625 BULKHEAD AND [� LL C3 S EX.8"m PILE 6 I I I THI5 5HT. 10' HIGH x 10" DEEP x ±133' LIN FT OCCURRENCE,UNE%!GALV.THRU BOL USE%4"GALV.THRU BOLT(APPROX 24" TO ED.FOLLOWER BRACE AND CORNER FITTING CLUBHOUSE U O `j 1•n O (TO REMAIN UNTIL INDICATED) I I I 3. ALL DOUBLE GIRDERS (PORCH REPAIR 2-3x8) SHOWN W!BULKHEAD Wa20D GAP REMOVEq (APPROX 36" 1-6),WASHERS(HEAD AND 1-6),WASFRS MEAD AND END)AND WT (2 PLACES) INSTALL PER ((,IN - 26 PGS) I SHALL BE CONNECTED WITH LEDGER LOCK OR END) AND NJT MANUFACTURERS INSTRUCTION MAINTAIN 12" CLEAR SPACE FROM EDGE OF I I EPDXY COATED 5GREW5, NO NAILED CONNECTIONS. 5'-II" OVERALL CLUB HOU5 (5EE DTL NOA THIS 5HT) DENOTES PROP05ED 10"P CGA TIMBER PORCH TO EDGE OF FOLLOWER, TYPICAL j I I PROP05ED MID-51LL BULKHEAD: 4, ALL BRIDGE GIRDER /JOIST CONNECTIONS SHALL O PILES, 18' L6 FOR PROP05ED FOOT F-+ Z j I I I PROP05ED ±133 LIN FT VINYL BULKHEAD W/WOOD GAP BE STRAPPED W/51MP50N 5TRONG-TIE 5TAINLE55 f58-I0INTERIOR WALL OF BULKHEAD BRIDGE (QTY - 20 PGS) Z q] E-- EXTENDED BULKHEAD GAP TO MEET LE06ER BD 6 I I I STEEL TW15T STRAPS. U5E MODEL No.MT5M1655 5 O PORCH PILES: UNTREATED GAP, ±34" LG _J SEE PLAN VIEW FOR LOCATION (5EE 5HT. 3, 'ENLARGED ELEVATION ® TIMBER I I *0'-6"EXTERIOR WALL OF BULKHEAD I O USE 2 FASTENERS ON EACH END OF GAP FOR BRIDGE') GOLUMN ID LEGEND: CONNECTION TO LEDGER, FOLLOWER AND MAL I I 5. U5E 5TAINLE55 STEEL FASTENERS WITH ALL 3'-5" 3'-5" `= il I 5IMP5ON 5TAINLE55 STEEL GONNEGTOR5. REF. WEST REF ® ID FOR EXISTING PILE GRID t- — PROPOSED PORCH DOUBLE GIRDER CONNECTION: I 10"P x 15` L6 GGA TIMBER PILE, FOR LOCATION SEE 6. USE GALVANIZED FASTENERS FOR OTHER THAN USE Oil BOLT TO MID-51LL PILE. USE (2) %N x Ib" LG GALV. LAG FOUNDATION PLAN, THI5 5HT(LOCATE TO MAINTAIN W/51MP50N GONNEGTOR5, U.O.N. -A 0 A B C D E F G H J ® ID FOR PROP05ED PILE GRID 0C 1 3 ''JIT E BOLT W/WASHER, I BOLT PER GIRDER 0 PILE GRO551NG I EXI5TIN6 CLUB HOUSE PILE 6RID, TYP) 1. USE #10 PAN HEAD 5TAINLE55 STEEL 5GREW5 FOR I THRUFLOW DECKING SYSTEM (OPEN GRATE) OR AS SINI U PER MANUFACTURES RECOMMENDATIONS. 8. U5EY2'm 5TAINLE55 STEEL LAG BOLTS WITH 5.5. STRUCTURAL REPAIR PLAN FOR EXISTING CLUBHOUSE, PORCH FOUNDATION AND — �' °`TI°=' SECTION 62 PLATES AT MID-51LL BULKHEAD AND EV '5EAD PROPOSED MID—SILL BULKHEAD INSTALLATION A2 A2 SCALE: I/4" = I'-0` 2 EXTEND510N CONNECTION SHOWN IN ELEV 'B2', SEE NYSDEG APPLICATION I.D.: 5HT No.I SCALE: 3i(y"= I'-0" 0 r THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL 51TE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARGHITEGT.VI5UAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. �" CREEK / . WEST / \ N.Y.S. BU I LD I A1C GODS ° o p� ±Sb' (OVERALL MAXIMUM) ° 79 R N O HANDRAILS v PROPOSED EXTENDED SECTION RR3122 HANDRAILS MUST NOT ALLOW A 4 INCH SPHERE TO PA55 THROUGH ° �- P O ±13' �. BULKHEAD TIMBER GAP � x F w � O (PITCH TO MEET EXISTING RAMP �' y SEE 5HT No.l FOR MORE SECTION RR315.1 HANDRAILS. HANDRAILS HAVING MINIMUM HEIGHT OF 42 INCHES, F (1:12 MINIMUM SLOPE REQ'D) in �8' v v INFORMATION RESPECTIVELY,MEASURED VERTICALLY FROM THE NOSING OF THE TREADS,SHALL BE -1 "' p SEE 'TYPICAL TIMBER FOOT BRIDGE SECTION' W W E.O.PROP.MID-61LL Bl1LKHEAD PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS. ALL REQUIRED HANDRAILS SHALL Z p Z Y BE CONTINUOUS THE FULL LENGTH OF THE STAIRS WITH TWO OR MORE RISERS FROM A C5 Q N r 40 < FOR CONSTRUCTION, THIS 5HT ____ _ 8„ / POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE O Z o (TYPICAL 10 PLA( THE LOWEST RISER OF THE FLIGHT.EN05 SHALL BE RETURNED OR SHALL TERMINATE ° v Z Z AX ±-16 OVERALL PILE DI5TANGE (PILES TO BE EQUALLY SPACED) \ - - - - - - l•g3' -- - _ _ _ _ __-- _ _ _ _ IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJAGENT TO A WALL SHALL ua 0 5) ¢ - HAVE A SPACE OF NOT LE55 THAN 1.5 INCHES Ob MM) BETWEEN THE WALL AND THE p z p'-_. z w� vm (0� �L�� - HANDRAIL. f Z 12 MIN HANDRAIL EXTENSION E� C���\p ED.EXISTING PORCH m z o _j � S v \N v z BEYOND FOOT BRIDGE LL BE OF ONE u � ' ' SECTION RR315.2 HANDRAIL GRIP SIZE. ALL REQUIRED HANDRAILS SHA O w � o O O w (TYPICAL) - _- _ - _ - OF THE FOLLOWING TYPES OR i ROVIDE EQUIVALENT 6RA5PABILITY. ° ¢ Y j o C, F- cL x5.g2' � � � NEW PORCH RAILING TO TYPE I. HANDRAILS WITH A CIRCULAR GR055 SECTION SHALL HAVE AN OUTSIDE i= LUm� � d _ >� SEE DETAIL (THIS 5HT) OF G3 �, MEET PROPOSED BRIDGE DIAMETER OF AT LEAST I-I/4 INCHES(32 MM) AND NOT GREATER THAN 2 INCHES(51 z d w RAILING(TYPICAL) MM). IF THE HANDRAIL 15 NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMEN51ON c Z PROPOSED OPEN-GRATE TYPE DEGKIN6 3 OF AT LEAST 4 INCHES(102 MM) AND NOT GREATER THAN b-I/4 INCHES(160 MM) 'n tr Q IN5TALL ON PROPOSED FOOT BRIDGE 5.g2'x x5.82' WITH A MAXIMUM GR055 SECTION DIMENSION OF 2-I/4 INCHES(57 MM), w w - u i o �.5 5HOWN (IO O.G. MAX) ►n ° w � ° 3.g'X °J "' v w w TYPE II. HANDRAIL5 WITH A PERIMETER GREATER THAN b-1/4 INCHES(IbO MM)SHALL ~ - - - -- - TH PROVIDE A RECESS SHALL BEGIN WITHIN AREA ONG13 130TH SIDES N OF T MM) MEASURED HE PROFILE. � � � \ r ED.EXI5TING GLUE VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND AGHIEVE A DEPTH _ N N N N O N O OF AT LEAST 5/16 INCH(8 MM)WITHIN 7/8 INCH BELOW THE WIDEST PORTION OF THE N 'n N EXI5TIN5 IM REPLACE EXI5TIN5 5'-0" WIDE X ±bb' L6 FOOT �y ' m •� u, 7 7 � L x.15' (REF) 41 TO REMAIN m PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH(IO MM) O O O O O Z o / CVv BRIDGE (IN PLAGE, PROVIDE W/RAIL PER GODS TO A LEVEL THAT 15 NOT LE55 THAN 1-3/4 INCHES(45 MM) BELOW THE TALLEST C) / W W W PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE WEST CREEK 1 W. m O �� v U' i RECESS SHALL BE I-I/4 INCHE5(32 MM) TO A MAXIMUM OF 2-3/4 INGHE5(70 MM). X q, -41 3 . EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH(0.25 MM). LU -1 v 2 i D pzw Wl �QQ w uJ > ® Q0 w u. ':. W 4. �, OOTE TIMBRIDGE - PLAN VIEW � SCALE:: Y" = I'-O" 4 I / H2 M MATCH'OPEN GRATE'DECKING EXISTING 5.0'W x ±8b.O' LG TIMBER FOOT 3,6 ON WALK TO DOCK 3 BRIDGE TO REMOVED AND REPLACE (IN PLAGE) FOOT BRIDGE DECKING "PREFFERED SYSTEM** SEE 5HT No.3 FOR CONSTR.i QUIREMENT5 E3 OR USE SIMILAR SYSTEM, 5.0'WIDE PROPOSED RAIL SYSTEM THRUFLOW PREMIUM DECKING MODIFY PER R312 'OPEN GRATE' TYPE 5PEGIFIED HEREIN 4b'GLR 3.6 Qom/ 4�Q (SEE VIEW'E3') if ±9.42'T.O.RAIL ��3 U \ SCALE: NONE 3x10 GGA RIM J015T(TYP) ? r -0.4 \'Sly Q \MyW MATCH SYSTEM CURRENTLY INSTALLED (OPEN 6RATE) ON WALK TO DOCK' 3x10 GGA FJ,15"Or, rr ll• U \ ®�/ **PREFERRED BY CLIENT" m V tm \ �, / j 3.2 OR USE O$,� :5.92'T.O.DECK MATCH 'OPEN GRATE'DECKING ^ • 3.3 \ \ THRUFLOW PREMIUM DECKING SYSTEM �I ON WALK TO DOCK F� Q PROPOSED 2-3x10 GGA t TRIM 4x4 FOR CON6EGTION "PREFFERED SYSTEM" ^ -3.3 \ 1'WIDE X 5'LONG PANELS,PART No.60-XX-1-4T 61RDER W/4-I/2"�xlb'LG = _ `'= U56 2-y'0 GARRIA6E BOLT5 W/ _<r.., OR USE SIMILAR SYSTEM, 1 Q 7\-- 15- wwW.thruflONLOm,1-888-418-3564 6ALV.THRU BOLT,TYP WASFER®NUT END PER POST THRUFLOW PREMIUM DECKING N ® •• LOCAL DEALER: PORT LUMBER(RIVERHEAD,NY) I ;' r MNl^t®EL.32' 5PEGIFIED HEREIN n 1` -3.3 WEST CREEK `� ••• EMAIL: chcrlle®porl;Iwber.com,b31-721-3842 PROP05ED 2xb GGA Ir,l ;�'� m 0.3� {1Q/ N • COLOR BY OWNER-COLORS AVAILABLE LIGHT GRAY,5EAFOAM AND MAPLE GR055 BRACING ,= ; ;, _ PROP05ED 10")GGA ^ Qlz -3.5 -I 6 > ) • INSTALL PER MANUFAGTURER5 6UIDELINE5,5UB5TRUCTURE 15'OL. TIMBER PILES,TERMINATE h� O -3.4 PROPOSED l0'd GGA I I • I M.L.W.a EL.0.0' ¢ AT T.O.GIRDER,TYP. m )- X -26 34 \• Q� ` 2x4 CEDAR TOP RAIL (HANDRAIL) TIMBER PILE,TERMINATE 1 1 I I Jd 8 ly OA.PILE LENGTH 01V LG), 44/ ` 8'-6" - SHOWN 2x4 CEDAR BOTTOM RAIL ® r.o.GIRDER��I I I 1 66RAADAET(CREEK 1 r o W ¢ p �i ¢ 10 MIN COVER IN tQ _q 2 Q) 1 2x2 CEDAR PIGKET5 Uo m o FZI UNDISTURBED 501E X Z 1� 1 10' MAX O.G. (TYPIGAL) 4x4 GGA RAILING POSTS i i i i A i ® m O -3.8 4 PROPOSED 10"P GGA PILES -3.6 05 3 X41 (TYPICAL FOR FOOT BRIDGE I 2x4 GGA 45° CENTER SUPPORT i i i i � � � � M � � 9 a � !r-,1 . '� tl� REPLACEMENT) I EQUAL SPACING BETWEEN TIMBER PILES EQUAL 5PAGIN6 BETWEEN TIMBER PILES ZW15TMED PROPOSED 2-3x10 GGA LU -2.12.0 Q' iiii GIRDER W/4-1/2"x Ib" ri -36 BRIDGE RAILING 5HALL BE INSTALLED WITH SOIL - GALV.THRU BOLT,TYP cO 2.1-2.3 �0 _ 4" (MAX) FREE 5PAGE BETWEEN LUMBER(TYP) ENLARGED PARTIAL PLAN o ; ; ; ; m -3.3 1q �' TIMBER FOOT BRIDGE J015TOL.KWA6,5 R -2.9 /�� F I I _ _j 8.0.PILE (FLOWTHRU SHOWN 0.4' -2.3 (0 REPLACEMENT I �' # M I �' I I I �' I I W W -3.1 �D °- ° n 5.0'O.A. (fYP) �- A3 5GALE: 1" = 10'-O" TYPICAL RAIL DE516N J TYPICAL TIMBER `-' F O 3 TO GOMPLY WITH N.Y.5. CODE iv 58' +ST�ti -3q Ar -0.4\ SEGTION RR512 AND RR315 a a� m �� FOOT BRIDGE SECTION ENGINEER: IX m NOT TO SCALE TYPICAL TIMBER - �ti� -32 �\ 1.9 \ I I I I I I I I I QF NEI . , � o =� -2.1 X X X 03 FOOT BRIDGE PLAN P�� �� T e� •°9 �o �� k w� Q� � '-,-0.2 PROPOME) FOOT BRIDGE NOTES: NOT TO SCALE wk -2.6 -1,b \ MC 3 I. ALL HARDWARE SHALL BE GALVANIZED. } G W® - 2.ALL PROPOSED BRIDGE PILES AND LUMBER SHALL HAVE GGA RETENTION OF 2.5 LB5 PER AWPA STANDARD UG5A �P -2.1 °off --- - `r 3.ALL FASTENER TO BE GOUNTER50NK AND FIELD TREAT ALL GUTS,NOTCHES AND DRILLED HOLES PRIOR TO A55EMBLIN6. Z_. 2.5 PROPOSED FOOT 4.ALL 51MP50N 5TRON5-TIE CONNECTORS SHALL BE 5TAIRLE55 STEEL. `� 1.4 n 2x4 GGA 45° CENTER. , , BRIDGE TO MEET 3x10 RIM JOIST• _� 5.RIM AND DECK J015T5 TO BE PLACED PER O.G.5PAGIN6 REQUIRED BY OPEN GRATE DEGKIN6 5Y5TEM PROVIDED. PROPOSED FOOT SUPPORT TYPICAL AT. ' ' SEAWARD EDGE OF -2.3 1.b i.• B 15:' O.G. ;'•,. .... ;•; ,o' A.MATCH SYSTEM CURRENTLY INSTALLED(OPEN GRATE)ON 'WALK TO DOCK' "PREFERRED BY CLIENT" BRIDGE RAILING '`:, -2.3 EXISTING BULKHEAD t i EACH MID POINT 1 0 1 B.USE THRUFLOW PREMIUM DECKING 5Y5TEM(SHOWN HEREIN) JEFFREY T. BUTLER, P.E. TO TERMINATE AT - - -- 2-3x10 GGA 61RDER (TYPICAL) SEAWARD EDGE OF -2.3 2.1 3 „ ALIGN 4x4 RAIL POSTS WITH EXISTING BULKHEAD 2 - /4 GALVANIZED TIMBER BOLTS W/ - DEGK SURFAGE: - (� 2 WA5HER5 MEAD BEND) TIMBER PILES BELOW(TYP) U5E OPEN-GRATE TYPE DECKING ��(REF) -I (12" HANDRAIL EXTEN51ON 2'3 2 BOLTS /61RDER-PILE INTERSECTION MATCH SYSTEM CURRENTLY INSTALLED •• O USE: 2 -Y2"V CARRIAGE BOLTf5 W/ ON _ BEYOND E.O. BRIDGE REQ'D) G2IRDER OVERHANG (TYP) WASHER ® NUT END PER P05T(TYP) "�pREFERREDPEN )BY KALK 0 DOCK' EO E.O. PORCH FLOOR FRAMING EXISTING ENTRY RAMP TO (oil MAINTAIN A MIN. DISTANCE OR USE BRIDGE .� O Q v FOOT BRIDGE TO REMAIN IN PLAGE ; p OF b" BETWEEN GIRDERS IROP� THRUFLOW PREMIUM DEGKIN6 SYSTEM 1PROP05ED FRAMING o>0"0 CGA4. �* O 111 (LANDWARD OF EXISTING BULKHEAD) PRO10"0 CGA TIMBER PILE SEE VIEWS G3, D3 AND E3, TH15 5HT. TIMBER PILE �- Z W Q TIMBER PILE ENLARGED ELEVATION Ex.RF. NOTCH PILE TO v � - z Q I O ry I ovR PORCH - RECEIVE GIRDERS a N O } REPLACE EXISTING 5' WIDE x f8b' LG a - @ TIMBER FOOT BRIDGE m • PROPOSED AVOID OVER CUTS (L I z Q u_ " - " .� 10'4 GGA FOR ALL (Y a TIMBER FOOT BRIDGE(IN PLAGE). SCALE: 3/4 - 1'-0" `� Ex15TINC� PILE NOTCHING) °�° PROVIDE RAIL PER CODE. ® ' ® I I TIMBER PILE • Z \z � 0- 6 PROPOSED 2"x2"x4'LG CEDAR SEE BRIDGE SECTION AND ENLARGED D t , 1 5TY FRAME - �o lI W E33 - ^ � _ X t-- . PICKETS 4 MAX. OPENING PER 8312 ? CLUB HOUSE , h-'-1 I Q < �, ELEVATION FOR CONSTRUCTION,THIS 5HT) 3 ,_611 I ( APPRoxIMATELY 4b Gt1.YD5. TO REMAIN 10 (REF) W W Z Q Q 8 (SHOWN) O o OF GLEAN SANDY FILL TO BE ' I I PLACED LANDWARD OF MID TYPICAL TIMBER FOOT CL ' 51LL(TO RAI5E THE NATURAL Q TYPICAL RAIL DE516N _ G3 w 6RADE TO EL.3b') BRISCALDGE PILE TRIM DETAIL Z p z° TO COMPLY WITH N.Y.5.CODE O - I ( Z EXI5TIN6 RAMP ( 5EGTION RR312 AND RR315 m m 3 ALIGN W NTS `p I I I I I 1 Li- (3 N (TO REMAIN) T.D.ex.BULKHD I F.FL.EL.@ 6.0' [--1 ~ LL Q @ el.5bx xS.42 Xf5.42 FL.EL.a ±5.92' 6 0 N O EXISTING 3x10 GGA R.J. 3x10 GGA R.J. B.O.`FA®i5.23' EX.2x10 FJ of 0Y CIfy &LON61IMP 1V� _ - PARKING AREA i'iPROP.2 3x8 GGA GRDIZS(BEYOND)'".'r== J 500-212-4460 16111 D LL .. 0 EL 301 ►� WEST CREEK t o.PROP. ®+4.6 B.O.EX. RDR . . +� M.H.W. ® EL. 3.2' M.H.W. ® EL. 3.2 - �, ,4.11' .. . N � , B GRDR 3' G EXIST.GRADE +� x3.6' - Z W I - ; =`- �,��^c�'_::��r�� www.di netn cli.com orwww.call i .,.�'.�';�s'j� g y 811.com(for other states) j,: I.. .1. Z {' < }� }. :�: :�':•; . :':,'..�'.:.:.: ::.:•: :. : .;:••'. . . : .� � PILE t. I..�.I •. .I ' � � law,w excavators and contractors workingin the five h Y e borou sof New •.} % . .. .}.. .I., .. ., ., ., .'; . . .., .. . ..:.:; .; .;. '. :'.:. . �. �. .. � � (TO REMAIN 9 I . . .. I.. . .. .... ,.:...... ........... O Y rk i n N n o c t a d assau a ff Ik n i L n d Su o Cou t es on o lin mu n Y 9 sad st co tact I f I L i i U T L INDICATED) I I:' :I . V ® O UNDISTURBED M.L.W. EL. .O i N :� .I .. . . D et 1 -272-44 -800 80 r 11 I 4 h r 1 0 8 at east 8 ours but more than P , 9 t o to 1 0 PROP05ED FOOTBRIDGE FRAMINGZ •. •I. . . UNDISTURBED . . I . I. L J 50 L J : I } working oda s(excluding holidays) �. . . 1 n and I al rior to f 9 Y 9e9 1 } t. ! I . I _ • 2 3 xl0 GGA GIRD R5 I . E � EA. STRING I 50 Ldigging �. . < I I }. 1 1. an mechanized or excavati I3 :� .:' .•. '. :: :• �: :: ::•::::::':' :. : •':• :• •.. . •.•' on work to ensureunde round lines I I D - Jr I D xl0 I I ••' 3 GGA RIM aE DECK JOISTS 5P AGING PER • I are marked Excavators.Ex rs and contractors also I can o submit locate requests , 4 -I.gIx. ., . .. I I 6 5 I� } .. . I I I I I I DEGKIN6 MANUFACTURER I I � I I I online,through)TIC.If you do not currently use)TIC,please call I , PA -2.3 x -2.5'x -2.6 x I...:..:.. EXISTING:: I I I I I I 8-b (SHOWN) i - x }. USE OPEN-GRATE TYPE DECKING O t I I I 1-800-524-7803 for more information. L ��' � 21 I I I I I PROPOSED MID-SILL VINYL BULKHEAD, ! OCTQ(;T �, l7 I': :'': r DE I I I I I v PILES, T I I I } . .. .. .. SEE VIEWS G3 D3 AND E3 THIS 5HT. I L TO PLACED I „ „ L. .J.....:.... .... : L... I I I I I 1 z I I I SHOREGAURD 56-625,0.385 THKxlO DPxIO H, Its• {. .. I I I I I I EQUALLY ON CENTER IFor safety reasons,homeowners are strongly encouraged to call as well y 1' J. ( 1 I I , 5EE 5HT No.I FOR MORE INFO _ I I I I I I I (10 O.G. MAX) I I I I when planning any type of digging on their property.Homeowners can PROP.(20) IO'r0 x 18' GGA TIMBER PILES . 1 I TIMBER FOOT BRIDGE - ELEVATION I I I I - I I I I 10"� x 15' L6. GGA TIMBER PILE contact us directly at 1-800-272-4480 or by calling 811,the national call J - ' 1 1'-:':: 'Z I A3 I DEPTH OF PENETRATION = IC MIN UNDI5TURBED I I I I I I I I before you di number.For excavation work completed on personal ` I �I_ 11 SCALE: Y4" = I'-O" i I I I I I I I I FOR PROP05ED MID-SILL BULKHEAD y 9 P i IN UNDISTURBED 501L (TYP,U.O.N) y SOIL I I I I 1 property,it is the contractor's responsibility-NOT the homeowner's-to I I I I I I I (TYPIGAL OF IS) 7 I I I I I contact DigNet.Having utility lines marked prior to digging is free of charge. /l I_ _I��I_ _i��l_ _I��I_ _I��;_ L_J L�J L'J I 5EE SPIT No.l FOR MORE INFO of 5