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HomeMy WebLinkAbout1000-38.-7-15 L OFFICE LOCATION: q SO(/TyOI MAILING ADDRESS: Town Hall Annex ti Q P.O. Box 1179 54375 State Route 25 # Southold, NY 11971 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 Fax: 631 765-3136 ~~y00UNT'1,~~ LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Jim King, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: October 15, 2013 Re: LWRP Coastal Consistency Review for CLEAVES POINT CLUB AND MARINA, INC SCTM#1000-38-7-15 En-Consultants on behalf of CLEAVES POINT CLUB AND MARINA, INC. requests a Wetland Permit and a Coastal Erosion Permit to construct in the westerly portion of property situated between existing rock revetment and dock, and landward of spring high water/tidal wetlands a +/-23'x +/-276' reinforced dune consisting of approximately 276 linear feet of 1-2 ton armor stone over core stone rip-rap and filter cloth (partially excavated below existing beach grade), covered with approximately 489 cubic yards of sand fill including +/-389 cubic yards on-site excavated material derived from armor stone installation and +/-100 cubic yards sandy fill to be trucked in from an approved upland source; and to be vegetated with beach grass and native shrubs; along easterly property line and landward of C.E.H.A. boundary, construct a +/-9' wide x +/-197' long x +/-1' high earthen berm consisting of approximately 36 cubic yards of topsoil; and install 8' diameter x 3' deep infiltration basin west of the +/-12' wide portion of berm. Located: 2820 Shipyard Lane, East Marion. SCTM# 38-7-15 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 proposed actions are CONSISTENT with the LWRP. 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: Lori Hulse, Assistant Town Attorney Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS L A II applicants for farm its` including Town of Southold agencies, shall com plete this CC A F for proposed actions that are subject to the Town of Southold W ateifront Consistency Review Law. This assessm err is intended to sipplem ent other inform ation used by a Town of Southold agency in m a k in g a d e (e r m in a 1i o n o f c o n s is t e n c Y. *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, listin¢ both supportin¢ and non- supportinQ 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 P libraries and the Town Clerk's office. D E 1 V E B. DESCRIPTION OF SITE AND PROPOSED ACTION D SCTM# 38 - 7 15 SC 0 7Q PROJECT NAME Cleave Poin Club and Marina, Inc. Sm'le;ii Board o~ 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) L(C' ` _ ? (c) Permit, approval, license, certification: Nature and extent of action: In westerly portion of property situated between existing rock revetment and dock, construct landward of spring high water/tidal wetlands a +/-23' x +/-276' reinforced dune, consisting of approximately 276 linear feet of I - 2 ton armor stone over core stone rip-rap and filter cloth (partially excavated below existing beach grade) covered with approximately 489 cubic yards of sand fill (including +/-389 cy on-site excavated material derived from armor stone installation and +/-100 cy sandy fill to be trucked in from an approved upland source) to be vegetated with beach grass and native shrubs. In easterly portion of property along inside of easterly property line and landward of the Coastal Erosion Hazard Area boundary, construct partially within Chapter 275 jurisdiction a +/-9' wide x +/-197' long x +/-1' high earthen berm consisting of approximately 36 cubic yards of topsoil; and install 8' diameter x 3' deep infiltration basin west of the +/-12' wide portion of berm. All work is to be done in accordance with the "Shoreline Stabilization Plan" prepared by Jeffrey T. Butler, P.E., P.C., last dated September 16, 2013. Location of action: 2820 Shipyard Lane East Marion Site acreage: 575,246 s.f. Present land use: Condominiums Present zoning classification: RR (Resort Residential) 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: Cleaves Point Club and Marina, Inc. (b) Mailing address: c/o Howard J. Weisler, President 2820 Shipyard Lane, Building 7, East Marion, NY 11939 (c) Telephone number: Area Code 631-477-8657 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No D If yes, which state or federal agency?NYS DEC 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 The project will be consistent with Policy 3, as the dock will be located amongst numerous other similarly constructed docks, which characterize the adjacent shoreline of Little Creek. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ® Yes ? No ? Not Applicable See attached. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ® ?Yes 1:1 No Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ® Yes ? No ? Not Applicable CLEAVES POINT CLUB AND MARINA, INC. 2820 SHIPYARD LANE EAST MARION, NY SCTM #1000-38-7-15 LWRP: POLICY 4 In westerly portion of property situated between existing rock revetment and dock, construct landward of spring high water/tidal wetlands a +23' x +_276' reinforced dune, consisting of approximately 276 linear feet of 1 - 2 ton armor stone over core stone rip-rap and filter cloth (partially excavated below existing beach grade) covered with approximately 489 cubic yards of sand fill (including +389 cy on-site excavated material derived from armor stone installation and +100 cy sandy fill to be trucked in from an approved upland source) to be vegetated with beach grass and native shrubs. In easterly portion of property along inside of easterly property line and landward of the Coastal Erosion Hazard Area boundary, construct partially within Chapter 275 jurisdiction a +9'- 15' wide x +197' long x +1' high earthen berm consisting of approximately 36 cubic yards of topsoil; and install 8' diameter x 3' deep infiltration basin west of the +12' wide portion of berm. All work is to be done in accordance with the "Shoreline Stabilization Plan" prepared by Jeffrey T. Butler, P.E., P.C., last dated September 16, 2013. The project will be located entirely landward of the spring high water line and unvegetated tidal wetlands area along the subject shoreline. The proposed protective dune structure will be reinforced internally with buried armor stone but during normal, non-storm conditions will act and serve as a vegetated, sandy dune that will provide a source of habitat and food supply for the adjacent ecosystem. Thus, the project will have no significant adverse impacts on the adjacent, unvegetated tidal wetlands area or tidal waters of Gardiners Bay. 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 ? Nut Applicable The proposed structure will be installed above spring high water and tidal wetlands associated with Gardiners Bay and will in no way prevent use or impede public access along the shoreline. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ? Yes ? No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ? Yes ? No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III - Policies; Pages 62 through 65 for evaluation criteria. ? Yes ? No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ? Yes ? No ® Not Applicable PREPARED BY TITLE Coastal Management Specialist DATE 9/18/13 Amended on 811105 F r f~ A~ se[aeC W .v ~aJ ~r ral~ ` 3 0 ~ ' , of ' !r' fe! . .EE g~xo w~ 0 r f !d : ! 3 a P ' °v.°~""nnv f d! 9amsn ! B r r f9 Jr f B fB ! r o '.ua d tB~ B P! d B Ad J 'f .S~ Br Ana S f,~ 9 P P A ` B _ tl P © ~ S ~W FO's: ~ VA a PO l6 ac38x CLEAVES POINT CLUB AND MARINA, INC., 2820 SHIPYARD LANE EAST MARION ;:r=' a ~ -vim' ~F 11 xr,,,.:~` I ~ r N ._-•~~',w ~'fr<-d~z`S ~ ~ ~yY - b_ ;.".may qH , s Figure 1. Looking east from landivard end of dock along shoreline and location of proposed reinforced dune. SEP ? 0 +;jp 9R _ d +.y~19.eCuf6}•r N ~ • r 4 a E'`"Y - R .._.;attf7•~ r r•:I ~a,d 1Nig lfofl~ t Ulifitt,. along shoreline and location oj'proposed reinforced dune. CLEAVES POINT CLUB AND MARINA INC. 2820 SHIPYARD LANE EAST MARION Y 3. - °tiwt+ Figure 3. Looking northeast front dorti and Gardiner 4 iwai a i rocation u/ proposed reinforced dune. -a Y ` 44 ~F ? fix' i , ~ ~~p ~ r.a.~1i ;?10-it)93 and location of proposed reinforced dune toward condominium huildings. CLEAVES POINT CLUB AND MARINA, INC., 2820 SHIPYARD LANE, EAST MARION Figure 5. Looking north from beach at easterly end of existing stone revettnettt toward end oj.S'hipyurd Lane and locution of proposed earthe rn berm to be constructed along easterly property line. 8 - Ain Ftglll~' :r~hn~~ , . , . ::~,:erii I ilNc tUh'lIYG iiiNilriilllii(iUt( l3l{(l([7lfti: and location oj'proposed earthern berm to he constructed along easterly property line. CLEAVES POINT CLUB AND MARINA INC. 2820 SHIPYARD LANE EAST MARION y All . ~I II w a 0-ft u f'lgure Z Looking north along easterii iiroper[i u1 riic~erdare of proposed earthern berm to be constructed under tree canopy. i k , 42-- r."tom i Figure 8. Looking southwest from Shipyard Lane toward location o f proposed earthern beret to by constructed under tree canopy alone easterly property line. SURVEY 0 VET' OF PROPERTY u u~ C E 6 V E D si SITUATE SEP 2 0 20(3 psi EAST EAST MARION 9) TOWN Of a AWN OF SOOTD~OLD ,0 0" ~O SUFFOLK COL LK COUNTY, NEW YORK 2a P ti S.C. TAX No. 1C No. 1000-38-07-P/0 14 Po S.C. TAX No. 1C No. 1000-38-07-P/0 15 90 SCAL SCALE 1"=40' AUGU AUGUST 2, 2013 TOTAL AREi TOTAL AREA = 575,246 sq. ft. (To TIE LINE (TO TIE LINE) 13.206 ac. NOTES: 1. ELEVATIONS ARE REFERENCED TO N ZENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOV JS ARE SHOWN THUS: so EXISTING CONTOUR LINES ARE FFL. - FIRST FLOOR LINES ARE SHOWN THUS: -------5------- G.FL - GARAGE FLOOR TS - TOP OF BULKHEAD 88 - B070M OF BULKHEAD ~E D TO - TOP OF CURB BC - BOTTOM OF CURB 2. FLOOD ZONE INFORMATION TAKEN FION TAKEN FROM: FLOOD INSURANCE RATE MAP No. FE MAP No. 36103CO176 H & 3610300177 H ZONE AE: BASE FLOOD ELEVATIONS iD ELEVATIONS DETERMINED ZONE VE: COASTAL FLOOD WITH VE FOOD WITH VELOCITY HAZARD (WAVE ACTION); O BASE FLOOD ELEVATIONS iD ELEVATIONS DETERMINED ~aOO ZONE X": AREAS OF D.2% ANNUAL D.2% ANNUAL CHANCE FLOOD, AREAS OF 1% ANNUAL CHANCE FLOOD s WITH AVERAGE DEPTH OF 4GE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN s'00 ~S. 1 SQUARE MILE; AND AR MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. AiF 5co~eP~~ ry~~~ vO'F ZONE X AREAS DETERMINED TO BE RMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 4P~~Slpfi E 00 x~ 16 E x~ e by ~ 5 zz r3 ~"x 229.70' v3 ~ gr ` gr N 85'LF ~n 'b x X" a/ 1 Oq~y N V rn ,aaX Y do yx 5`odR \g °rt^ d X~ \bY i< \ a 4 U~1 s sy, ~ _V 1 h n CONDOMINIUM Mt OMINIUM MAP OF o "CLEAVES PO ;AVES POINT" M FILED IN THE OFFICE OF THE CLERK ON JULY 28, 1987 AS Fit :E OF THE CLERK OF SUFFOLK COUNTY I Q 28, 1987 AS FILE NO. 166 o I ~ yx 0 o CONDOMINIUM MAP OF X z~ "CLEAVES POINT VILLAGE" H° _ FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY o ON MAY 6, 1983 AS FILE NO. 86 x z e~O Q ~~uq o x % oll x~ q ~e U ~ U ~qx ape °a h Al mO y ?E ow Rev Y4% f h F14 C~ ~ o Q ° w C ml m'~ o xy \ m l m BOLD", / 1 00 t MI, of az om oFCx X~ 4 5.I RNILDINC Wasp EH i1~ II / ^'0/0241 \ o 23 ~ x15 I I I ~/play II SI Sk~~~4~ ~ j , ,f('N~PR - - - - - - - - - - - - - - - - - \ 3G WOOD KCIt \ \5] RWLDMC L \ \ - - - - - \ \ oooocx \ N \ x~ SC\\ WOOOC% ~ ~ \ \ \'1"5 Wooo SyH \ \ \ STEPS GGO 0 Llf MR 4WMUM~t ~ \ \ \ SlEpg u xu ?ONE ZONE ~ FF \ J2 \ 4f~\ X 00O OEc Ngi1lILA VFCE1'gilON % \ \ (f( i~ sa I ~ a°a / / / 1 O \ \ \ X, GI\ fi3 N BNI(OING X\~\ a wooo GC II ea m* x / / / V. - X~ \ \ \ wooG \ A$TAL EROSION Hg1gRN ENE AS Ras I R SCALE~6~aM~ x~ ~yT o0o G Lx G ~o Z3_ xS5 -~-Z~EAE `~eh- \ Sfi Bd 9HOF \ SSA x,ys op \ \ h9 S,E el V\~ 11yy~ l / FfFL 9 v x19 \ e \ -N.1IDw h ~NAIDggL VFGEIAPON / \1 \ \ \ Sf A i~ s/f f~y by 96.96P a 34 /,gyp 7V ~~n zz \ 63. \ X, ?9 79„ 1.5 a3\ \ , w / \ xJ.l \ \b"~ i~ is X\ X d' I \ ~hR°'i~xsz 2. X~ 4V x-'.a Xz as\ np'Fwn, sl.IT OF x.1S i r__.pnNEl plc i N / s° a \ i _ _ Ru vECETnno" x~ / ~ ~p• / \ / a 760 160 ~W- _ ".slr- _ _ - - s~wE_ ~r~Ec X,yc - _ x-'-4 ~ f<vo x.xe .6 '60 0 2-_---_ °Rn- - zs ' >s ~mlNe fficNlyppEp-IZS~ x Xa N >>O~~Sp» le, N / ~w ~Op ANC ck Spi ~Y 116.76 ' N FlBEF FOLLS R~ n G TE p ALONG HICN WTER -A,-,- N ~ °n°oc 50: \ \ RJj 75 53" Rota ar u \ k Mbpp~ o Ck e--t s) > 20 C IV / ~ n waoona 165.13• ~M a S&k Sk t - ~'WO~ oiaiN,c dd k ag` 8` Z C____ ~y a[a~ ,p O N 85"51'02" W y$ TE LINE ALONG HIGH WATER LINE ALONG HIGH WATER MARX -J ~PoAI ~cK 105-75' S 89-13'12" W 1 22 122.45' PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 4y Sk IPN BY THE LIA LS AND APP ND ADOPTED FOR SUCH USE BY T W YOR TE LAND TITLE ASSOCIATION , € P N rn HEN O~i~NC Op CM uo 6040 ~LIN? 5UFN~ ~o F u GARDINB'RS N X.S I.A. Na. 50467 RE, BA Y UNAUTHORIZED ALTERATION OR ADDITION To THIS SURVEY IS A VIOLATION OF RATION OR ADOITIDN A VIOLATION OF Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. HE NEW YORK STATE F~~~iINC woou ooa OAiIE woou oocx COPIES OF THIS SURVEY MAP NOT BFARI RVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSOLE VS INKED SEAL OR ALL NOT BE CONSIDERED TO BE A VALID TRUE COPY E COPY CERTIFICATIONS INDICATED HEREON SHALL ONLY TO THE PERSON FOR WHOM THE 5 GATED HEREON SHALL RUN Successor To. SHonlsy J. looks, U, JL L5. ON FOR WHOM THE SURVEY Joseph A. Ingegno L 5. IS PREPARED, AND ON HIS BEHALF TO T TITLE COMPANY. GOVERNMENTAL AGENCY ON HIS BEHALF TO THE VERNIMENTAL AGENCY AND Tltle Surveys - SEbdm,alos - She Plons - Construction Layout LENDING INSTITUTION LISTED HEREON, AN TO THE ASSIGNEES of THE LENDING INS' I LISTED HEREON, AND OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TEPEE CERTIFICATIONS ARE NOT TRANSF )NS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS IF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARAN TS OF RECORD, 1566 Moln Used PO Box 16 I ARE N IF GUARANTEED. Jomes d, New York 11947 Jo m es rt, New Yark 11947 Po P° 21-487A 2DB2' Not .C~¢ /~yy UI tWYVMCj.n~ I I or 188.1' /7 (for other slates) & %MP WWW.ce11811.com 623 AREA OF WORK ~ECEI q 800-212-44801811 ?sue 20 210' fy' 3' MIN ~o F SEP 20 013 Bylaw, excavators and contractors working in the For safety reasons, homeowners am strongly five boroughs of New York City and Nassau and encouraged to call as well when planning any Suffolk Counties on Long Island must contact type of digging on their property. Homeowners EXSTIW, BUILDING TO REIWN 14 ¢ DIgNet, 1-800-2724480 or 811, at least 48 hours can contact us directly at 1-8002724480 or by PROP05W RERR 0b WOIW ; j TD. VIJIEW L 6 ~TD. OM z'IffAR-co~ Roord of Trust( TD. OM • EL W E APPROX. ETW' LF. but no mole then 10 working days (excluding calling 811, the nabonal call before you dip weekends and legal holidays) prior to beginning number. For excavation work completed an CREATE FILL I CREATE TI FILL RESERVED FRAM ON SITE any mechanized dipping or excavation work to personal property, It Is the contractor's • I EYZAVA IN FILL TILN AN M FILL EXCAVATION AND ADDITIONAL TRICKED M FILL ensure underground lines arc marked. responsibility-NOT the homeownefa-to confect EmIrstom and contractors can also submit DigNet. Having III lines marked prior to EL q0' 9A F • T EXISTING DECK To REMAI PROWBEIP 2 PROWBED g ARMOR STALE... H locate requests online, through ITIC. If you do not digging Is free of charge. , n EL 8A' N EL 8A' USE Z5'-35'0, I-i - , USE I-2TOR R STOLE EL. ELqDl currently use ITC, planes cell 1.8005247603 V~ BL TO' EL,TO' _ - - ~11RE ENT~5 _ 5ff SCOPE COPE OFF WORK PK FOR 116 INSTAL.ATN7N ELBA' S REL)IIREKMB for more Infonnaaon. EL.60' EL.60' ° f_ EL 50 s s c PROP. EL SA' TA. REM IF ROP. TD. REINFORCED ym I WD's EL. TD' IX I% IK ELI 6D, w -MMMH~ qE/R~AIdD COVER ry EL 5p' IC tC tC EL. 40' r ui PROP. TA. Amo PROP, TD. ARM 5TOE S $A' TIE LINE ALONG Q EXCAVATION NOTE5: EL.40' cOTE9 EL. 3A' +1 SPRING HIEkl4 H16H WTR MARK EL. 4D' WEAL H SPRING WATER 14ARK 10 IEL. IT) EL. 5D' REQUIREMENTS: I. EIEVATI0N5 ARE REfERENGED TO N~LA.V1-'1^.DI. IA08 DANA EL. 20 ',L .....,a. L-72~ L-72 0 tl1 n+ 1. WORK SHALL ONLY BEGIN AFTER THE CONTRACTOR HAS BEEN 51401 THE PROPER EXI5TIN5 ELEVATION5 ARE ` : HOW THUSI 2j2 REPORTS STATING THAT ALL HAZARDOUS MATERIALS IF ANY HAVE BEEN REMOVED P.FL. - FIRST 9.4)OR G EL.10 ~ fi n5 FROM THE SITE USING FEDERAL, STATE, AND LOCALLY APPROVED METHOD, AND 6.FL. - SARA6E FLOOR ~J SEGTION 'A' EL. OA' IRE a/F~~PROPOSED FXrAVAibw y:. EL L S S S PROCEDURE5 FOR THE MATERIAL IN GUE5TION. TO - TOP OF BUL HEAP 2. ALL STRUCTURES, BOTH ABOVE AND BELOW GRADE ARE SHOWN AS A GUIDE. BB - BOTTOM OF 51 TG - TOP OF G SCAM 5GALE, 3 = 1'-O" EL.-IA' i9B9 OLW5 OF EARTM TO BE EL: OD" LOCATION OF 5UB5JRFAGE 5TRUGTURE5 ARE ESTIMATED TO BE LOCATED AS SHOWN, BO _ BOTTOM OF GIRe ~(6 EL -20 EXCAVATED AND RE5ERVED FOR FILL - PROP. BA, EXC PROP. BD, EXCAVATION a MR THE CERTIFYING ENGINEER DOES NOT ATTEST TO THE ACCURACY OF THE LOCATION OF THE SUBSURFACE STRUCTURES 5HOWN OR TH05E 5TRUGTURE5 NOT SHOWN. EL. -3.0' PROPASB2 ARMOR UQW =II EL. -7A' 3. NOT USED EL. -40 U~S4~' TO V RIP RAP 00-15 L~B1 5 LORE STOW. FROP05E0 FILTER FABRIC, pE ~.V VINE SHALL BE PLACED M FILTER FABRIC U5 FABRICS PM LP230 EL -30' 7 FILTER F., 4. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, NO ENVIRONMENTAL HAZARD(5), THATp `r COULD BE A66RAVATEU BY THE WORK EXIET5 ON TH15 SITE. EL. -5.0' TO PREVENT 5LLLRINE *tT' L3' _ 5 PM 19)30 EL. ~4D' EL. -5p' 5. THE CONTRACTOR 15 ADVI5EP TO USE CAUTION WHEN EXCAVATING AND OR REMOVING p/, p EL 6A' EL.6A' SUBSURFACE STRUCTURES, ETC., DUE TO THE LIMITED AVAILABILITY OF INFORMATION CONCERNING SUBSURFACE UTILITIES. ~0J F 6. EXCAVATION PROCEEVRE5 SHALL BE PERFORMED BY THE CONTRAGTOR(5), IN WOIF ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. PARKSIDE HEIGHT5 COMPANY j6 ~ c w... IM+~~iNXry+{K Ijil~ E l~d4yd;1 ; I11lPLANTING SCHEDULE FOR USE ON PROP0510 REINFORCED DUNE, / e PROP05M 6RA55 AREA (MIX OF AMMOPHILA BREVILI&I-ATA) BEACH 2 \~2 GRASS 2-3 COLMMN5 PER PLANTING HOLE 12" O.C MAX. WITH PANICUM LEGEND: , VIRGANM) SWITCH 50,95 AT 2'-O" OC., 2 GAL. CONTAINER). .i„ AND PROP05ED NORTHERN BAYBERRY BUSH (MYRICA PENSYLVANICAI TO BE PLANTED AT A MINIMIMI 3 FOOT ON CENTER 0 GALLON CONTAINER). PROPERTY LINE P r yp ANI PROP05ED BEACH R05E BUSH (ROSA VIRGINIANA) TO BE PLANTED EX15TINS WILDIN6 61t j~ I" dy yyl I' ~ X15' ?b~c Ir ,~~~~LpM1~iblllTTR~~r W4 ~~y !Ti 225.10' " A~~T~~A~~MINIMUM 3 FOOT ON CENTER (3 GA/~LL~O~N~ ~CONTAINER). "'a, w,„trN 4A [y PROP05M BEACH PLUM BUSH IPPL)J MARITIMA) TO BE PLANTED PROP05ED ~tl~ + + ,ry~d, m 1 + 1 i 0!Z'T,t "Tv ^ I~ N 05.45'20" E xtr~ l2 w eX-1A IC „u AT A MINIMUM 3 FOOT ON CENTER (5 GALLON CONTAINER). REINFORCED Olm 99t~)T{j~ 'F r` 7`'n+J'~ w Il ( i~ti,~, V`d~l4 T~F""x101 ~ i ° d,4~Iyj P)~f 1~ ~~Ir, T Tip 1 ~~44 4. i~1~~{~ f II I~u~' 01411 aT p Sbx ~A10 5A• 6 _ ,43 (SEE PLANTING DETAIL, THIS DWG) W/ BURIED STONE ~ VY Et~`TIA lrq hS~ Y y,, , r 74~~ fii i~~ P V' 39x a?V, V 5 pY 33•e'~\=6 NOTE: PROPOSED W W . . a " P Ir til.ay 11'rl,~nn 4~ tT '1P~ k I Qy i ~ 'Z EXB11N6 L U w ''d NG 6 ALL PLANTED VEGETATION WILL REQUIRE EARTHEN BERM jay 411 P i GGNDOMINNM d-~ bMINU1M 765q MONITORING OVER 3 GROWING SEASONS. ENTRANCE 110.1 >NCE No.l 42 EXISTING SPOT ELEV. x 6.0 y MOWMENT . D .'y',.+yS,~i!rv!))r t.'+4V a IPL POLE NYT122 FOR U5E ON PROP05ED BERM, - ;u.^ aAOI NAF PROP05EP HYDR05EED PHOTO KEY , STAKE SITE SITE LOGATION MAP x z" "SUMMIT ESTATE TATES, SEL CTION I" n,~wra ~erl,Ew.x~vevu>axcwx HYDRANT NOT TO NOT TO 56ALE F~ !J PAP EL'o 3r, \ UTILITY POLE cO~ NOTE, FnM b xsrui,naN ARE., Y FFLEL. =FINISHED FLOOR ELEVATION MACHINERY ACCE dINER'r r,.Q O=ff iLJ LQ CONDOMINIUM MAP OF S g 'GL.EAVE5 POINT 2 i"~ SHIPYARD LANE fARD LANE E55 FOR PROP. WORK WILL BE FROM, Faso IN THI aIFICE OF 711 c K CF - FCIM LPINrr m ON LLY ]b, Nb A5 FILE Ib.166 n PRCMDE ASPHALT SPEED &1hTA AT 3 ig , CONDOMINIUM ENTRANCE (t2Wx20'LG) Q 0 0 CONDOMINIUM MAP COF $ GLEAVE5 POINT VILLAGE FIL2o IN THEG 1F OF ME uFPK OF 5J KCVW y Q{~ ON IMY b, Nb5 A5 FILE W.i bb T45& 12X AA, j4D PROVIDE EARTHEN BERM, APPROX. iq' W x 5GOPE OF WORK: PROP05ED )5ED D .+_1 ilgl L6 x 3I' H16H. LOCATE BERM UNDER SHORELINE 5' ,24 T~ Ex unL PclS TREE CANOPY (LOG EA. BERM WE OF I. INSTALL ASPHALT SPEED BUMP (ASPHALT CONGRE7E - TYPE 6) 44. Nrnln no EXISTING TREES TRUNK5) MAINTAIN VALLEY LOCATED AT CONDOMINIUM ENTRANCE No.2, SEE 517E PLAN AND LINE STABILIZATION PLAN: W Z ~ _,•p sur HIRE GUAR AT EXISTING EDGE OF PAVEMENT SECTION 'G' 51TUATE AT, Ex15TIN5 USE, 336 GU.YDS. OF TOP 501E 2. INSTALL EARTHEN BERM 436 CU.YD5 OF TOP SOIL RECURED) ALONG 33 EAST MARION, KY. APPLICANT/OWNB9. W cowoOIllwLM Er. JfL I SHIPYARD LANE, SEE SITE PLAN AND SECTION C' FOR INFORMATION. TORN OF SOUTHOLD ENTRANCE No.2 TG44 mx rO PBYNN Ex 5I04 TO RMAIN 5EED PER PLANTING SCHEDULE CLEAVES POINT CLUB AND MARINA, INC. LP I ST SVILDING HL 44 Ex, unt cE mae WFFOLK NEW YORK , NEW YORK SITE PLAN BASW ON ORIGINAL 5URVEY BY. euewEEP:, TO RIrwN _ 'MTI ANO POLE Nrrn3 3. REMOVE TEMPORARY PARTITION LANDWARD OF EXISTING DUNE (SEE %TM NO., - Auo Sur wNE SGTM NO.. 1000-38-01- P/O 14 AN 38-01- P/0 14 AND P/0 15 NATHAN TAFT CORMUN III, L5. 'CRj R III U' Er.5TK0 FEN rO NENAIN EARTHEN BERM TO BE OFFSET PHOTO Nos) l 2b FROM TA, EXISTING STONE 4. INSTALL 'REMOVABLE PARTITION' (FOR PROPERTY A(CE95). SEE PD. BOX 16 JAHE5PORT, N.Y. 11941 pF NEW Y , 62 PFVFTAAFMT &QP nV FIAl n=TAn IA, 13n 1-1-1 A„n ""A -li i P. 631-721-2090 v'rT rwr{/ w ~Fmv^? c rrucu nan e ; A , v 1L11~ nv n rn,nty. DATE: AW OP~2P201~3 50 ZILV Z4Lam, SEE FOR PROPERTY ACCE55 5. EXCAVATE FOR PROPOSED REINFORCED DUNE, SEE DETAIL 'A', DW5 Not g• a t36q G1,YD5 OF ON SITE EARTH SHALL BE REMOVED AND RESERVED SITE DATA 9 ~zDNE x ZONE AE (EL -b)- U u PROI u > P FOR FILL. ON SITE ? EARTH SHALL BE USED IN GONJHMGTION WITH AN AREA OF SITE, 57 EXI5TING: 6 515,246 5F. (13.206 AG) N.O. PROP05EP 6'm INFILTRATION BASIN, v ~4' s ADDITIONAL t100 W.YDS OF SANDY FILL (TP"ED IN FROM AN Uc v,wO wNL ra aeulN SEE SEE SECTION 'C' L APPROVED UPLAND SITE) TO ATTAIN THE PROPOSED REINFORCED DUNE FLOOD TONE INFORMATION TAKEN ARMATION TAKEN FROM, TO aEnnie DESIGN. USE ON SITE EXCAVATED AND TRUCKED IN MATERIAL TO FILL FLOOD INSURANCE RATE MAP H o SPACES BETWEEN GORE AND ARMOR STONE - THIS WILL EN IRE A ZONE AE. BASE FLOOD ELEVA ~NGE RATE MAP No. 3610360116 H i 56103WI77 H s 7349" P 553 IND;z4PK~11DIN5 e " STABLE BASE. THE BALANCE OF FILL MATERIAL WILL BE USED TO ZONE VE. COASTAL FLOOD N5 T3 51 5E FLOOD ELEVATIONS DETERMINED gOFEss\0 5 \ cOASrAL A T 3_.1 ' 2 COVER THE ARMOR STONE (FOR A BERM EFFECT) AS PROPOSED IN BASE FLOOD ELEVA ASTAL FLOOD NTH VELOCITY HAZARD (WAVE ACTION; JEFFREY T. BUTLER, P.E. 5E FLOOD ELEVATIONS DETERMINED .j EX. 5 ll SECTION 'A'. ZONE X , AREAS OF 02% ANN AS OF 02% ANNUAL CHANGE FLOOD; AREAS OF 196 AN14JAL CHANGE FLOOD CR~ICN Cud w pp~ TOE R 41 PC vvx frcirrl 6. PREP AREA FOR REINFORCED DUNE INSTALLATION, SEE COMPACTION WITH AVERAGE DEPT i AVERAGE DEPTH OF LESS THAN I FOOT OR NTH DRAINAGE AREAS LESS THAN Q DkrAS 133 6 o NOTES PRIOR TO INSTALLING BEDDING (DWG No2). 15WARE MILE; AND . ~"rv C 7. INSTALL PROPOSED ARMOR STONE FOR A LENGTH OF APPROX. t2lbL.F. ZONE X: AREAS DETERMINED 1 UARE MILE; AND AREAS PROTECTED BY LEVEES FROM 196 ANNUAL ONAzE FLOOD. J m F 2x 011fq EDFR*f "21 ` 1 SU F~LEI "21 - .Il \ \ Ip~ 4d EXISTINS GUILD 53 SEE 51TE PLAN FOR CLARITY. THE PROPOSED REINFORCED DUNE AS DETERMINED TO BE OUf51DE THE 0256 ANNUAL CHANGE FLOODPLAIN, O „Ne6 ~`39 s ~^=1 WILL BE INSTALLED LANDWARD OF SEASONAL HIGH WATER (SHW, EL. zzn x U E.O. EX. VEGETATION \ ,39 '4FY~a\ Mo,,, 11,15 2 AD E 0 EX. BEACH 6RA55 2.29. PROP05ED NO 15ED WORK SUMMARY: . a - Z (3 a SPRING HIGH WATER >XB I'~P002 b3 ~7 l06 u. VEX A. THE FIRST ROW OF ARMOR STONE WILL BE (INSTALLED BELOW I. DRAINAGE IMPROVEMENTS, D a ° m -ICI REINFORCED DUNE h0 BE ESTABLISP® LAND H' INSTALL THE STONE AS FOLLOWS, ° " .11 Y a M7) INSTALL SPEED BUMP O Cl MPROVEMENTSi < - y LL PEED BUMP 0 CONDO ENTRANCE N0.2, PROVIDE EARTHEN BERM F-~ F2 Q 1) (3 p "13 1oyE OF SPRING H16H WATER / TIDAL YETLAN D EOIMDARY). s " s 1106 \ 61 z Zq~ (4 23'NxtZ7b'LG' TO CM15T O. qJ~ HL T dON SITE FILL EXLAVA1EQ F R`ARMR 5TO E INSTALLATION ('309 CU.YDS) AND THE LN / N Erlsnns sroN=EaEma+r CORE STONE), IEDEON A 13ED OF PTH (MIN) AND Y UNTO b" RIP DERLAIN W H (FO-1~5RL8 bxil'HIGNU ALONG SHIPYARD LANE, CREATE 6'm INFILTRATION BASIN AND O Q z Z TO em llw I'm IT 611LD 31QREMOVA13LE PART CLOTH. INSTALL ARMOR STONE THREE STONES DEEP AND ONE OVA13LE PARTITION FOR SERVICE VEHICLE ENTRY TO PROPERTY, 11? TRUCKED IN SANDY FILL (LOO Ol.YDS), "98 3U ED EX VEGETATION h 1-2 TON ARMOR STONE (1010 TOW, STONE HIGH, AS DEPICTED IN SECTION 'A'. INCLUDING THE 2. E~TABLASH STONE W/ E REINFORCED DUNE BY FIRST EXCAVATING, INSTALLING PROPOSED STONE, ~ V z O 77° 4'-0' RIP RAP (1aa CUT) AND FILTER FA13RIC A5 REQUIRED ED D. ~rj9' /s>EES lire) ,3A ° M BEDDING, THE BASE OF THE 5TRUCTURE/~W~ILL EXTEND RING SHAPE AND TONE VE&ETATE STONE W/ EXCAVATED MATERIAL AND SUPPLEMENTAL TRUCKED IN FILL - Q - K c~ 96•gbry9" W x \ 41 5EE SECTIR'W AND SCOPE CF WORK FOR INFORMATION /Y E 0. EX, "31 ED EX. SEAGH 6RA55 RE- LoQ APPROXIMATELY 13b' BELOW GRADE (EL. t109. PROPOSED REINFORCEC RE-VEGETATE PER SCOPE OF WORK (A5 SHOWN IN SECTION 'A) z Lu ~ 0. ED REINFORCED DUNE BILL OF MATERIAL Q 6,3 /9` ERs 3J "®EPPING~~ IB \ 59 B. THE SECOND LAYER OF ARMOR STONE WILL BE INSTALLED TWO A. M~ & 12 STONES DEEP AND ONE STONE HIGH ON TOP OF THE 510-GRADE I, tbl0 TONS IN OF I TO 2 TONS OF I TO 2 TON ARMOR STONE a m CL Q W Li PROP. 'AREA TO EE REWE6ETATEO'. .Apr" \ HIGH WTR ' EX(, P 3 J APPROX ! W2 SOFT. AREA "gq }2 .u a / BASE DESCRIBED IN 'ITEM A' ABOVE. THE ARMOR STONE WILL 3. fhb PT. O C VP CUPT. OF CORE STONE OR RIP RAP "25 ~T ;A IN SEE SECTION A' ANO PLAN IIN65GHEDULE IT 1133 ~3 6 BE PLACED AND SHAPED 50 THAT THE EDGE OF THE SECOND 4, 400 CU.YD5. TRUCKED I CU.YD5 EXCAVATED ON 51TE FILL J Q O V < ~~,P ' = y . „ .J` 3 PROPM ARPbR STOPS 22 LAYER 5. FABRIC FILTER CL01 x" LAYER \00h~ (APPROX. 450 ANGLFJ 50 THE TONE DOES NOT BASE GU.YD5, TRLCKED IN SANDY FILL 216 FILTER CLOTH AS NEEDED. Z o n n " " " BELCH REINFORC® DUNE m SEAWARD AND THE STRUCTURE DOES NOT ENCROACH ON THE ~11r 35 "11W x Ella LONG, 5EE SCOPE OF WORK EXISTING BEACH. N FOR INSTALLANON REQUIREMENTS •,rp'~` G. THE FINAL ROW OF ARMOR STONE WILL BE (INSTALLED ONE GENERAL NOTES PRUNE 1/6" OF LEAF AREA BUT _ NOTES D o°o o 475 "W 13 N 83.31'20 W \ " „35 z ,~t• STONE DEEP AND ONE STONE HIGH TOP THE BASE 0 RETAIN NATURAL FORM I. CONTRACTOR SHALL CHECK Al SHALL CHECK AND VERIFY ALL CONDITIONS TO THE 517E PRIOR TO a ks) nE W9>~ yr4'A~ z Ia LI AL~~ " " " Het4 N DESCRIBED IN 'ITEM B' FOR A TOTAL L HEIGHT T OF APPROXIMATELY t~ STATING OF WORK AND HE $ - Q WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE N u LL aJ 10 21 14 10 I w1,y, P N ARK le . Io SPRAY WITH WILT-PROOF t6b' (EL. 150). THE ARMOR WILL BE SHAPED 50 THAT THE PLANS AND MAKE WORK A6f Is 1 o Ny ACCORVINS To MFG'S EDGE OF THE TOP LAYER OF STONE WILL SIT' LANDWARD OF THE 2. ALL WORK SHALL CONFORM T 4AKE WORK AGREE WITH SAKE. Q (3 a 75•,50hr ' v 53" LL o ,g IN5TRUCTION5 IF FOLIAGE 15 BASE STONES (APPROX. 450 ANGLE) 50 THE STONE DOES NOT BUILDING CODE AND ALL RUL ALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND LLI O 65.13 N4 PRESENT EXTEND SEAWARD AND THE STRUCTURE DOE51 NOT ENCROACH ON 3. IF IN THE COURSE OF CONSTRL DE AND ALL RULES AND REGULATIONS OF THE TOWN OF SOUTHOLD. -1 (N (NN z 6 R5E OF CONSTRUCTION A CONDITION EXISTS WNKH DISAGREES WITH THAT U xi ry ~ z F ^+a,1°~y, ^ MINIMAL EXISTING VEGETATION WILL BE Gi n N 6565102• ~ y THE EXISTING BEACH. THE STONES AND BANK: WILL AGAIN BE TIE LINE ALONS 2 GROUND LINE TO BE SAME AS SHAPED, 6RADED AND FILLED AS NEEDED TO ENSURE A STABLE AS INDICATED UL THESE PL D ON THESE PLANS, THE CONTRACTOR 514ALL STOP WORK AND NOTIFY THE V REM9VED DURING PROPOSED KI AND V+ IOS.l5' S 69413'12' W HIGH w 62' W HISH MTER HARK AT THE NURSERY STONE BASE (SEE NOTE N05 FOR SOURCE OF FILL MATERIAL) HE SHALL A55UME ALL RE5PI IGO~U~L~D HE FAIL TO FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, ,yep ANY 51CH VEGETATION WILL BE REPLACED y 122.45' IS' MIN. FOR D. LOVER STONE W/ BALANCE OF RESERVED MATERIAL FOR A 4. GRADING AROUND NEW CON5T SUMtE ALL RESPONSIBILITY AND LIABILITY AR19I145 THEREFROM. J AS PART OF RANTINS OF REINFORCED ~11 DUNE GEE MP05W AREA TO BE PLANTS 'BERM EFFECT' AS DEPICTED IN SECTION 'A', (THIS DWG) BEACH. MIND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXI5TIN5 REVEGETATEO' GARDINERS BAY UP 70 4' 6. GRADE AREA IMMEDIATELY SURROUNDING THE REIW-ORGED DUNE. NO FILL WILL BE PLACED SEAT 3E PLACED 5EAWARD OF THE PROP09ED REINFORCED DUNE. PAGE: BAY Ham' 2 J RESTORE 5URFAGE ELEVATION OF BEACH TO MATCH NEIGHBORING NO r'EBRIS SHALL BE PERMIT] MIN. FOR L REMOVE BURLAP FROM TOP TALL BE PERMITTED TO FALL INTO NEIGHBORING PROPERTIES. PLANT'S OF BALL AREAS. TTT A DO OT SCALE DRAWINGS. WE OVER 4' q. PLANT NATIVE VEGETATION IN 'AREA TO BE REVEGETATED', APPROX. ENGINEER HA5 NOT BEEN RET : DRAWINGS. WRITTEN DIMENSIONS 511PER5EDE SCALED DIMENSIONS. THE HIGH 6' MIN BACKFILL WITH TOPSOIL t PEAT- 6,342 SOFT. AREA (SEE PLANTING SCHEDULE). OF THE G005TRULTION. 5 NOT BEEN RETAINED FOR ON 51TE INSPECTIONS AND/OR OBSERVATIONS Q tl SITE PLAN MOSS 3.1 RATIO BY VOLUME IN q° 8. ANY DISTURBED GRADE WILL TRUCTION. V GRADD :D GE WILL BE RESTORED TO BACK TO ORIGINAL WITHIN PROPERTY LAYER',-HATER EACH uYER LINES. UNTIL SETTLED. Do NOT TAMP q. THERE ARE NO VEGETATED TIC VEGETATED TIDAL WETLANDS ON THE SITE, XV121-~ 60 50 O 60 120 180 240 300 i0 PLANTING DETAIL 6° FOR PLANTS UP TO 4' H16H 10. NO BEACH EXCAVATION FOR F :AVATIOH FOR FILL. NO EXCAVATION OF THE BEACH 15 AUTHORIZED FOR GRAPHIC SCALE I" = 60'-0" 'SCALE, NONE 6" FOR PLANTS OVER 4' HIGH THE PURPOSE OF OBTAINING OF OBTAINING FILL OR STONE MATERIALS. of 2 107.3'(REF) 13b.9'(REF) EF) 1013'(REF) UTIL POLE (FOREGROUND) EX UTIL POLE III N(TIU2 II I(FORE6ROUND) EX UTIL POLE INYTIf23 EX UTIL POLE~~ (FORE.RWN0) NYTU23 I y~yII III III (FOREGROUN )I I ~ E%15iIN6 WARD RAIL !ETINS MA WARN RAIL II EL. CA' 813 III 3 / TO REMAIN :EMA I= IN b EL.60' III EXI5TING LOW POINT a CENTER I' OF ROADWAY, EL. t2 3. yyr~~~ t~¢ yy¢~~ EL 1.0' F R F EL O' EL. 2.0' SS~ FL. 00' -2ff EK15TINO STONE REVET (PARTIALLY &.RIEP) TO I K15TINO STONE REVETMENT RTIALLY &.RIEO) TO REMAIN EL -201 M fK p4 SEGTION 'B' (FOR REFERENGE) 51-ALE: Ye" ° f-0° 101.3' (REF) 136.9' (REf) 1I (REF) 1013' (REF) EX UTL POLE NYTN23 .r EX UTIL POLE (BEYOND) NYTU22 (BEYOND) CONDOMINIUM ENTERANLE No.2 a 1 JIIM BVTERANLE No.2 i EX15TINO ROW OF EVERGREEN TREES V DRIVE TO BE MOOIFIED (FORE6ROND) ARE NOT 5HOM FOR PROPOSED INFILTRATION E%UTIL POLE EXI5TIN9 ASPHALT DRIVE TO BE MOD (BEYOND) FULL HEIGHT RE~A~CHG~ED i PURPOSES W CLARITY BASIN BE E L LOCATED AT EX. o mla TED a r- ) PROPOSED EARTHEN BERM Ex UiIL POLE LOW POINT , EL. 2b' d B (TYR) APPROXIMATELY t2I8' LG X NYTN23 d CONDOMINILM EN ERENLE No.1 t2.5' FROM EX. G1RB (TTP) ~~I U m EXISTING ASPHALT DRIVE (O FbRIQ PROPOSED SPEED BLT1P (ASPHALT) BUMP EX (ASPHALT) / V HIGH TO BE PLANTED PER (BeroNOl 5URROUNDFIIN ~ O1~IB'SERVATION WELL oLAWN f /.~y SCREW TOP LID S TL bb TO b HEIGHT VARIE5 PER EX GRADE GRADE / l -~I~; z•,JT, LANDSCAPE SCHEDULE (TYPI(AJ IV x6.b BG 6.4 BL 6b t25' T.O. BERM a EL. 155' FBI a ~ EXI5TIN6 W N EL 6A' TO 4b/ --I J,,PEINFORGEP MW TO REMAIN EL. 4D' w m EL. 40 ~ 3.2k LC LA o EL, 20 &.41 v E%15TIN66RADE WITHIN - - - O ESTABLISHED LANK AREA To REMAIN PROP. TRENCH BA5N, - J- EL. OD' FILL W/ IS"-25" DIA PEA GRAVEL FILTER LAYER CLEAN STONE'"' PROPOSED REh YI PERMEABLE FILTER FABRIC FOR PROPERTY PROF05ED REMOVABLE PARTITION EL -zo' W EL -2ff FOR PROPERTY AOGE55 X z NATURALLY OCCURRIN ONE FOOT BELOW SURFACE SEE DETAIL 'A', \ SAND FILTER / A/~ND a PERIMETER WALL5 SEE DETAIL 'A', DWB Not TAPER SECTION 'G' ~ \ FIR mw s SCALE,Yb" = I'-o" MDSE Doo-aU ~i TC PROPOSED SURROUNDING RUNOFF EXFILTRATES NO FABRIC a B.O. BASIN) ~ C0~0 ASPHALT SPEED BUMP / THROWN UNDISTURBED Oz~ TA. BUMP • EL t55' INFILTRATION BA51N SUBSOILSWITHMINIMUM tUt"-714" DIA. GLEAN STONE ~ %>':I't:.% TOP OF PROP05EP EARTHEN I RATE OF OS INCHES l:.as. ,,~.,a•.a,..- BERM (BEYOND) PER HOUR =o Nry ElX~xIfSCTINGWOOD aIRB TO REMAIN EX / DR EXI5TING ASPHALT ----!~A~U,~ / DRIVEWAY N02 EXISTING GRADE AT • PROP05EP INFILTRATION / EARTHEN BERM \ PROPOSED .I, *PROPOSED W lz ENLARGED URGED VIEW ® BASIN a EL. 32b' w W (BEYOND) PEa, sRnvE1 ~05ED ENGINEER. PROPOSED SPEED BUM .D BUMP EXISTING NEARBY TOP SOIL TO REMAIN QF NEI.y r COMPACTION NOTES: dE ~ NT5 5UB GRADE PREPARATION SCALE: NONE REQUIRE 1 L eY r. BLT10, I WORK SHALL ONLY BEGIN AFTER THE CONTRACTOR HAS BEEN 5HOWM THE PROPER L THE LONTRALTOR SHALL REMOVE ALL 5URPLU5 FLL, DEMOLITION RUBBLE, ANDI cn EXISTING SURROUNDING ~ ~ rc REPORTS 5TATIN5 THAT ALL HAZAROOLE MATERIALS IF ANT HAVL BttN R Mwt ncrt unv~o - PERMEABLE EARS J \ / FY - WO GLEAN 5TONE r I~ w FROM THE 51TE U51N6 FEDERAL, STATE, AND LOCALLY APPROVED METHODS AND FROM THE 51TE AND DISPOSED OF IN ALOORDANCE WITH 6OVERNIN6 LAWS AND PROCEDURES FOR THE MATERIAL IN QUESTION. CODES. THE CONTRACTOR SHALL SHAPE THE 5JB GRADE IN ACCORDANCE WITH n w m - z 2. ALL STRUCTURES BOTH ABOVE AND BELOW GRADE ARE SHOWN AS A WIDE. THE GRADING PLAN, TAKING INTO ACCOUNT THE THICKNESS OF THE PAVING 2~ c~ LOCATION OF SUBSURFACE STRICTURES ARE ESTIMATED TO BE LOCATED AS SHOWN. SYSTEM. THE TOLERANCE OF THIS ROUGH GRADIN6 SHALL BE WITHIN 1/2' HIGH TO THE CERTIFYING ENGINEER DOES NOT ATTEST TO THE ACCURACY OF THE LOCATION P LOW, DURING THIS OPERATION THE CONTRACTOR SHALL NOTE ANY SOFT FABR"I.. .VLTER FOp ~ 349'' P F= OF THE SUBSURFACE 5TRUCTURE5 SHOWN OR TH05E STRUCTURES NOT SHOWN. AREAS. SUCH SOFT AREAS SHALL BE REPORTED TO THE ENGINEER FOR ~ - ESS10N 3. WORK SHALL BE PERFORMED BY THE CONTRACTOR(S) AT THEIR OWN RISK AND DETERMINING THE METHOD OF TREATMENT REQUIRED, IF ANY. JEFFREY T. BUTLER, RE LIABILITY. ALL DAMAGE TO THE R16HT OF WAYS, SIDEWALKS, CURBING BOTH ON SITE OR ADJACENT TO THE WORK AREA WILL BE REPAIRED OR REPLACED SOLELY AT 2. MANTAINING DRY SITE CONDITION5. ENLAROED VIEW THE CONTRACTORS EXPENSE. DURING PREPARATION OF THE 9J5 GRADE AND UNTIL THE CONCRETE I5 IN PLACE, 4. TO THE BEST OF THE ENGINEERS KNOWLEDGE, NO ENVIRONMENTAL HAZARD(S), THAT THE CONTRACTOR SHALL PROMPTLY TAKE REASONABLE MEASURES TO OBTAIN COULD BE A66RAVATEP BY THE WORK EXISTS ON THIS 51M AND TO MAINTAIN A DRY SITE CONDITION. fA- UCH MEASURES SHALL INCLUDE PROPOSED Q 5. THE CONTRACTOR 15 ADVISED TO USE CAUTION WHEN EXCAVATING AND Oft REMOVING PUMPING OF FREE SURFACE WATER, MINOR HAND AND/OR MACHINE SHAPING TO J SUBSURFACE STRUCTURES, PIPING, ETC., DUE TO THE LIMITED AVAILABILITY OF FACILITATE WATER REMOVAL, AND OTHER OPERATIONS TO SPEED DRYING. INFILTRATION BASIN (3) 2x6xlO' Lr5 GGA PLANKS uz1D O p INFORMATION CONCERNING 5UB5URFACE UTILITIES. b. ADEQUATE FENOING 15 TO BE ERECTED AROUND THE AREA OF WORK, BY THE 3. NATIVE SOIL COMPACTION, SCALE: NONE CONTRACTOR PRIOR TO THE START OF WORK THE CONTRACTOR 15 TO MAINTAIN THE COHESIVE AND COHESIONLE55 NATIVE `AIL SHALL BE COMPACTED TO 55% AND FENCE DURIN6 THE DEMOLITION AND THE FENCE 15 TO REMAIN IN PLACE UNTIL ALL 100% OF THE OPTIMUM DENSITY, RESPECTIVELY, PRIOR TO PLACEMENT OF FILL. WORK 15 COMPLETE. 4~/x6 GGA P05T5 z w 11 1. GATES ARE TO BE INSTALLED AT ALL ENTRANCES TO THE AREA OF WORK. THESE 4. FILL SELECTION AND COMPACTION, PLAN VIEW 4x6 GGA POI. Yg" CHAMFER /z" CHAMFER AT TOP OF POST REOIARED ~Q y Q Q Q GATES WILL BE CLOSED AT THE END OF THE OAT WHEN OPERATIONS ARE CEASED THE M05T C05T EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED: Aim THE WORKER5 HAVE LEFT THE SITE, (TYPICAL OF (TYPIGAL OF 4) Q Q Z lp Lu b, EXCAVATION PROCEDURES SHALL BE PERFORMED BY THE CONTRACTOR(S), IN -SAND-6RAVEL MIX (15~ ,TyO 5% FINES ( 0.02 MM AND CBR > IT), ^Ly, WNW o z (3 ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL (DOES AND REGULATIONS. -GRAVELY 501L (3 TO 6% FINES ( 0.02 MM AND CBR > 8), 9. GAS, ELECTRIC, PROPANE, SEWER, POWER, WATER AND OTHER SERVICE CONNECTIONS -SANDY SOILS (3 TO 6% FINES < 0.02 MM AND CBR > 8), SHALL BE DISCONNECTED, REMOVED, OR SEALED IN CONFORMITY WITH THE -SILTY GRAVELY SOILS (b TO 10% FINES < 002 MM AND CBR ) 8), A z° LW a LL APPLICABLE REGULATIONS OF THE PUBLIC UTILITY OR THE MUNICIPAL AGENCY HAVING -51LTY SANDY 501L5 (b TO 15% FINES (002 MM AND OBR > b), Q Q JURISDICTION. -CLAYEY GRAVEL SOILS (OVER 20% FINES <002 MM AND CBR ) 5), -CLAYEY SANDY 501L (OVER 20% FINES ( 002 MM AND CBR) 5), q'-0" CLEAR PA%A6E P~CA55A6E ? (WHEN PLANK5 ARE REMOVED) ZE REMOVED) -1 Q p 5UB GRADE THE CONTRACTOR SHALL SPREAD AND COMPACT THE FILL MATERIAL IN 6 ~ JJ GENERAL INCH MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO 4596 OF THE O~-1z~m ~ m L IN ORDER FOR THE CONCRETE TO BE DURABLE, THE EIIB GRADE MUST BE PROPERLY OPTIMUM DENSITY. COMPACTION SHALL BE ACCOMPLISHED AT NO LE55 PREPARED. THE CONTRACTOR SHALL PREPARE THE SUB GRADE IN ACCORDANCE THAN OPTIMUM M015TURE CONTENT W TO 2% WETTER. OPTIMUM DEN511Y (3) 2x5x1 'LG GGA PLANK5 - 5TAGKED, NO CONN. SKED, NO GONN. - r O }Q- p LLO WITH THESE SPECIFICATIONS, U51NC THE NECESSARY MEANS AND MATERIALS TO AND OPTIMM M015TURE CONTENT SHALL BE AS DETERMINED BY ASTM - (TO 13EM0"rED A5 REOt11RED FOR PA55A6F)- OR PA55A6FJ I~ a IL O LL p N PROVIDE THE SPECIFIED RESULTS, NOTHING IN THE FOLLOWING SITUATIONS CAN BE D1551. NO RUBBLE TRASH BOULDERS OR OTHER DEBRIS WILL BE FORESEEN. THEREFORE, NOTHING IN THE FOLLOWING SHALL RELIEVE THE AI WED AS FILL MATERIAL IN ANY USAGE CONTRACTOR OF THE RESPONSIBILITY TO NOTIFY THE ENGINEER OF SPECIAL www.dl8netnycll.com EXIST. GRADE _ = -1111 > U) W } N # - PROBLEMS, AND IN THE END, TO PROVIDE A SOUND SUB GRADE. of N~WYO Cm www.ca11811.cum 2. USING 501L TEST DATA AT ITS OPTION, THE ENGINEER MAY PROVIDE SOIL TEST INFORMATION TO THE WQp CONTRACTOR. IF PROVIDED, THE DATA WILL INCLLDE CLASSIFICATION OF THE SOIL 4,-0,' W v o IN ACCORDANCE WITH THE UNIFIED 501L CLA551FIGATJON SYSTEM (A5TM D2481). THE SIGNIFICANCE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER. 7 & LONG I~RNn (or other states) - I I v 800-212-4480 1 811 ^ BE 4xb w MOST ReEV S501L (MIN) IN) VryN m Q A. 5011_5 DESIGNATED AS HIGHLY EXPANSIVE (CH, MH, AND OH MAY REQUIRE f TYPICAL OF 4 LIME STABILIZATION AND/OR SELECTIVE REPLACEMENT WITH SUITABLE SOILS s 7 C) SUCH SPECIAL TREATMENT5 WILL BE DETAILED IN THE 5ITE-5PECIFIC BID DOCUMENTS IF THE COST 15 TO BE INCLUDED IN THE CONTRACTORS BASE By law, excavators and contractors working In the Far safety reasons, homeowners are strongly Q five boroughs of New York City and Nassau and encouraged to call as well when planning any '"j ~ I BID. Suffolk Counties on Long Island must contact type of digging an their property. Homeowners I ~ B. SOILS DESIGNATED AS HIGHLY ORGANIC (OH, OL, AND PT) MAY REQUIRE SELECTIVE REPLACEMENT WITH 5UITA13LE 5011-5. THE NEED FOR AND THE DlgNet, 1500-272-0400 or 811, at least 48 hours can contact us directly at 1.800-2724480 or by ELEVATION EXTENT OF THIS TREATMENT WILL BE DETAILED IN THE 51TE-9PECIFIC but no mom than 10 working days (excluding telling 811, the national call before you dig I weekends and legal holidays) prior to beginning number For excavation work mnpleled on FACE: DOCUMENTS IF THE COST 15 TO BE INCLUDED IN THE CONTRACTORS BASE any mechanized digging or excavation work to personal property, It Is the contractor's L J LJ BID. 0. THE CONTRACTOR SHALL INSPECT THE SUB GRADE AND NOTIFY THE ENGINEER ensure underground lines am marked. reaponalbllity-NOT the homeowners-to contact OF ANY CONDI7ION5 REQUIRING SPECIAL CONSIDERATION NOT ADDRESSED Excavators and contractors can also submit Dill Having ugllty lines marked prorto locate requests online, through [TIC. If you do not digging is free of charge. DETAIL IAI IN THE SITE-SPECIFIC BID DOCUMENTS. THE EXTRA COST OF UNANTICIPATED REMOVAL/ REPLACEMENT WILL BE BASED ON THE UNIT COSTS PROVIDED currently use ITIC, please call 1-800524-7603 2 WITH THE BASE BID. THE G05T OF UNANTICIPATED LIME STABILIZATION OR for mom information. PROPOSED REMOVABLE PAS OTHER SPECIAL TREATMENT WILL BE NE50TIATED. LE PASS,4GE HAY T 5GALE Y2' ° 1'-0" of 2