No preview available
HomeMy WebLinkAbout1000-13.-2-7.7 of sour OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex O P.O. Box 1179 54375 State Route 25 l~f # Southold, NY 11971 (cor. Main Rd. & Youngs Ave.) • Q Southold, Telephone: 631 765-1938 , NY 11971 Q Fax: 631 765-3136 ~yi'ourm 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: December 9, 2013 Re: Proposed Wetland Permit for PARVIZ LALEZARI SCTM#1000-13.-2-7.7 Note that the property to the west of the subject property constructed a similar action in 2013 pursuant to permits TR 7552 and 7552C. Suffolk Environmental Consulting, Inc. on behalf of PARVIZ LALEZARI requests a Wetland Permit and a Coastal Erosion Permit to restore the bluff face via cut-and-fill (with the inclusion of +/-481 cubic yards of fill obtained from on-site); and install a 17' tall, 10' wide, 115' long rock revetment to protect the toe of the bluff; construct beach access stairs consisting of 4' wide stairs with associated 5'x6' entry platform with bench, a 4'x4' landing, a 5'x6' landing with bench, and a 4'x4' base platform, total length of stairs to be 77'; and install revetment stone steps from base platform to beach. Located: 1390 Demarest Road, Orient. SCTM# 13-2-7.7 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 action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided the following is considered. Note the LWRP qualifies the construction of these types of erosion control structures to the Policy 4.1 which states the following: D. Use hard structural erosion protection measures for control of erosion only where: 2. Vegetative approaches to controlling erosion are not effective. 3. Enhancement of natural protective features would not prove practical in providing erosion protection. 4. Construction of a hard structure is the only practical design consideration and is essential to protecting the principal use. 5. The proposed hard structural erosion protection measures are: a. limited to the minimum scale necessary b. based on sound engineering practices 6. Practical vegetative methods have been included in the project design and implementation. 7. Adequate mitigation is provided and maintained to ensure that there is no adverse impact to adjacent property or to natural coastal processes and natural resources and, if undertaken by a private property owner, does not incur significant direct or indirect public costs. It is recommended that the Board assess the potential impacts to the property to the west as a result of this action. 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 i LWRP CONSISTENCY ASSESSMENT FORM ( yam'. A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. 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: onli=ALthe_Town_of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, ttRF lgoniiig Department, all local libraries and the Town Clerk's office. - B. DESCRIPTION OF SITE AND PROPOSED ACTION NOV 2 62013 SCTM# 013 - 02 007.7 The Application has been submitted to (check appropriate response): r - Town Board ? Planning Dept. ? Building Dept. ? Board of Trustees 1. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction, planning activity, agency regulation, land transaction) ? (b) Financial assistance (e.g. grant, loan, subsidy) ? (c) Permit, approval, license, certification: Nature and extent of action: Applicant proposes to improve upon the above referenced property in order to better protect the existing storm-damaged bluff from future storm damage. Accordingly, the applicant proposes to restore the storm-damaged bluff face via cut-and-fill (with the inclusion of 481.00 cubic yards ± of fill obtained from the regarding of the bluff), and install a 17' tall, lo' wide. 115' long Rock Revetment to protect the toe of the bluff from future storm damage and erosion. Furthermore, the applicant is proposing to build a set of Beach Access Stairs from the top of the bluff, over the revetment, and down to the beach. The total length of the staircase will be 77' and will descend 27'. Attach additional sheets if necessary Location of action: 1390 Demarest Road: Orient. New York Site acreage: 1.80 t Present land use: Residential (vacant) Present zoning classification: R-80 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: Parviz Lalezari (b) Mailing address: 1 Church Lane. Scarsdale. NY. 10583 (c) Telephone number: Area Code (631) 537 - 5160 (d) Application number, if any: N/A Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ? No Z If yes, which state or federal agency? 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 As indicated within Policy 1 "Development that does not reinforce the traditional /and use pattern of the Town of Southold would result in a loss of the community and landscape character of Southold" this proposal is to restore & Protect the storm-damaged bluff via replacement of lands lost installation of a rock revetment at the bluff toe and planting of the bluff face with native plantings as well as provide safe & practical access to the shoreline via the proposed bluff stairway. Consequently, the "landscape characte?' is being maintained by the restoration and protection of its natural shoreline and the "community character" is being maintained in that the proposed bluff stairway is an access structure typical of this shoreline neighborhood Consequently, we believe that this proiect is compliant with this Policy. 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 Policy 2 is not applicable in that subject lot and the surrounding neighborhood cannot be deemed a substantial historic and/or archaeological resources 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 5 through 7 for evaluation criteria ® Yes ? No ? Not Applicable Subject proposal will comply with this Policy in that we are simply attempting to restore and protect what has existed hereon and which helped define the local scenic resources of the surrounding shoreline Additionally, there are several similarly designed revetments in the vicinity 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 Subject proposal is not applicable to this Policy. 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 Subject proposal is not applicable to this Policy. 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 Subject proposal is not applicable to this Policy. 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 Subiect proposal is not applicable to this Policy. 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 Subject proposal is not applicable to this Policy. Attach additional sheets if necessary 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 Subject proposal is not applicable to this Policy. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependence uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria ? Yes ? No ® Not Applicable Subject proposal is not applicable to this Policy. 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 Subject proposal is not applicable to this Policy. 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 Subject proposal is not applicable to this Policy. 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 Subject proposal is not applicable to this Policy. Attach additional sheets if necessary Created on 5125105 11:20 AM I- , AI FZARI Property . 1tuatc: 1300 1)cnru-csl lZo;t(l, Oricnt, ICY, 1 1057 SC'I'Nl#: 1000 - 13 - 02 - 07.7 sii{gr .1 lun!iNk 4d v~ J~r '~F'wy O g ti a ~A bpd Mu~,)hd d, F N till{)~l'l"l A yo Ad( r Z~.. 1{ I.AI I~.%ARI Property Situate: 1300 Deniarest Road, Oricut, NY, l 1057 SCr'N1tt: 1000 - 14 - OY - 01.8 1 ~ `fit y ~ , f ~~ir y aii'~r, 6`~~(jY d +t 4 I 7r j r~:~ yA11. y a~~ ~ jiT.r.~~ y ,~~,T yln~,~'"~ ~ , 177 f•~l i 7 a 11~. t -,7Y'•- :.7. ~ " ..b~ r:'°. ~1yxAt+ • 7u1i7M,,:^ y";1~ 1Photograph taken of the proposed location of the Rock Revetment on the Lalezari Property. This photograph was taken from the west edge of the propeaN, line, lacing southeast. Highlighted arc llags placed to denote the seaward edge of the proposed revetment. Now that the 11ag highlighted in Nvllow marks the tic in point I'>r the IAczari Revetment to the proposed Frankel Revetnicr?t to the cast. The Ilag liighlightccl in blue denotes the terminus of the beach access stairs 1 AI FZAR1 Property t .ti1l UatC 1 390 DCIlla1-cst Road, ( )ricni, NY, 1195 7 ti. SC'"1'1 M 1000 - 11' - 02 - OLti t ALdL 777 -11 4- r M k , J :7 Photograph taken of the proposed location of the Rock Revetment oil the Lflc n Property. This photograph was taken 11-om the east edge of the property line, lacing south. The highlighted flag shows the western edge of the proposed Frankel i-cwtment, which will function as the eastern terminus of the IAczari revetment. The damaged beach access stairs in the photograph will be removed upon construction. IAl,F?ARI Property r~. 4 `.AP +a+ c a EN i R iR 1 i~ < + - w "+r 2_ ~ s y r a 0~ J 1 i3 T I r ye t~ Slluate: 1390 Uenlarest Road, Orient, NYC 11957 SC'IM#:1000-11-02-01.8 4v' j Mi L ~xi ray j•. ~;y wi ..Jy` r : ~ d_~a . - : ~ 1i~}r 1 t`~ .R• `%`'4 ~ v ~ 1:,~R'~` ~ " --~i )ryr r> r 1. ~,1. s' r J~a~.+•~ w .y `r'•w .D'e. ~ F r ~'N. y ~,~„r~~ t..,}~'~-" ~ x '.;~.iht.~ tL-.~ ~ - j"aS..: a~a d' J '~N~3+~i}sue. a~3. ..,g'f .y a r ~~y- a. (~`'~d~Y ~ < `i^•`•~ y~.,-~t~.,.. r > t• , x L ~ E.s '.f r ?Y-, y a _ 'a "i a . •r ~~i+: r ~ : i.... '~'+t" ,.s.~ ~ 1A Ph0tO4Mlf)h sh<niII]g the suite of the blult• on the I Aeiari pi-ol)ert}', an(I the properties to the east. The blue highlighted flag denotes the terminus of the beach access stairs, while the red highlighted flags denote the position of the proposed rock revetment on the property. LIM • I.ALI~:/ARI Pi-opcr,ty ~ v f., tiiluatr. 1300 1)cniarest Road, Oricia, NY, 11957 SC IAP: 1000 - I t - 02 - 01.8 S- _ . . p I DIIKAY p K' ' t _ ~ - V " . Mtn, Photogi-aph taken of the proposed location of the Rack Revetment on the Lderari Property. This photograph was taken from the top of the damaged bluff, Ewing northwest. The flags highlighted in reel denote the proposed location of the rock revetment, while the flag highlighted in yellow denotes the terminus of the beach access stairs. 5K I.ALIZARI Property, f- rfg.wlPry A ~N 'nr1 Y1 ; n1~ N'i t y .iPry t 5 SIIiialc: 1390 Dcniarest Road, Chem, I NY, 11957 SCTM#: 1000 - I t - 02 - 01.8 M 4 1 Photogl-aph taken showing the tole of the beach access stairs on the Ltlerari propcro'. The beach access stairs are located roughly 24' 11-om the eastern lot lice. N j. ~P.D.lS MD. ~ • ra ew j/ fD' aaye ~p ur• \A\ au ~ ar: N. v as a.wn / sn O ~j- `:a as C a? M96~ a rva i~ u ~ W a a.•p rap awe rw v .n ~p owa•mr ' rte' ccn n x u ~ xr ~a a v u ^ u ~a Q 4 vaw iWJ 1 COUNiY OF SUFFOLK © ° ninon eecroxxo 5UR\/EY OF PROPERTY SITUATE: ORIENT N TOWN: SOUTHOLD OMT r, SUFFOLK COUNTY, NY W E SURVEYED 08-2G-2013 SUFFOLK COUNTY TAX >k J 1000-13-2--71 / S GERTIFIED TO: ICI GEGELIA LALEZARI ll// JL ND 50 I1` ID PARVIZ LALEZARI V I V S84000'21 HE 107.03' 065ERVED HIGH WATER __6_-____ _ '3 r~ S P BEAGN D E C. e. - - _ OFBLUFF_ BOTTOM NOV 1 3 2013 - - - ar Trustees y ToPIOF BLUFF o p r O ~ c0%4S ~ O zZ _ a RLI'LINE~po p AO p~ r -t '_rar'--'-'- O ? 3 S/1 ~ STORY ryZAME O ~5P `GAR, _ BOA T 0~. OO ~O pO: \ P,5pHA41 1 D~R1 ROAO~Y \ \ ~pND NOW OR FO GORF + \ + p -x~ Q, x~xf h} I GARpEN I O . _°~o C) 454 19 ° O I°~o o~° o~ A ` GORPY OF. I r°~°I°'oI A~POWR P FY S O I 0 I b 0 NE I I I'1 t~. C. EH, NOTES: * ° ? m a a o PIPE FOUND TOPO REFERENCES NGVD '29 DATUM AREA = 78,415 S.F. OR 1.80 ACRES JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 GRAPHIC 5GALE 150' RIVERHBAD,N.Y.11901 369-8288 Fax 369-8287 REF.C:\UsasVolm\Dmpbox\13\13-170.pro SCOPE OF NORK: GENERAL NOTES: NOTE5: LONG ISLAND SOUND LE6END: TARS SHALL BE INSTALLED PER 'BEACHA 1. NO DEBRIS 5HALL BE PERMITTED TO FALL 9EAW4,RD OF AREA OF WORK OR TO ADJACENT 1, GRADE AREA IMMEDIATELY SURROUNDING THE ARMOR STONE. I. BEACH ACCE55 STAIRS SHALL BE PROPERTIES, ERECT CONSTRUCTION FENCE ALONG EFFECTED PROPERTY LINE, RESTORE 5URFA.CE ELEVATION OF BEACH TO MATCH NEIGHBORING AGGE55 5TAIR5 - SCOPE OF WC - SCOPE OF WORK', N,Y,5, BUILDING CODE S84000-21 °E 107,03' PRO PROPERTY LINE 2. SEE FILL AND COMPACTION NOTES PRIOR TO ANY SITE WORK. AREAS, AND INFORMATION PROVIDED 01 7N PROVIDED ON DWG Nog OBJECT TO BE REMOVED - - - - - - - - - - 5. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO EXCAVATION. STAIR AND 8. USE AN ESTIMATED MID CU.YD5 OF CLEAN SANDY FILL (OBTAINED 2. ALL HARDWARE SHALL BE GALV SHALL BE GALVANIZED, U.O,N. OBSERVED OBJI L BE PERMITTED TO FALL INTO NEI6HBORIN6 ~Mail k'ATER REVETMENT CONTRACTOR SHALL COORDINATE RE6ARDING STONE / STAIR P05T FROM ON SITE EXCAVATION FOR REVETMENT) FOR USE IN TERRACING 3. NO DEBRIS SHALL BE PERMITTEC 5EANARD OF PROP05ED REVETMENT EXIS EXI5TING BUILDING LOCATION. /PLANTING OPERATION AND RESTORING THE BLUFFS SURFACE PROPERTIES OR SEAWARD OF F 4. ALL DEBRIS FOUND ON BLUFF FADE SHALL BE REMOVED PRIOR TO THE START OF ELEVATION TO ITS NATURAL GRADE WHERE REQUIRED. NOTE, ALL 4. 5EE COMPACTION (DWG Not) No N (ONO Not) NOTES PRIOR TO COMMENCEMENT 6 EX15TING CGNTOUR CONSTRUCTION ERODED, WASHED OUT OR GULLIED AREAS SHALL BE RESTORED TO OF WORK. EXISTING - - - - - EXL, 0. REMOVE CONSTRUCTION DEBRIS AND THE LIKE ABOVE GRADE. THE LEVEL OF THE ADJACENT BLUFF FACE. ^1^ S. THERE ARE NO VEGETATED TIDA 'E6ETATED TIDAL WETLANDS ON THE SITE. BOTTOM OF BLUFF eEACN STONE b. 'AV ALL UPROOTED' DEAD VEGETATION. DEAR FOUND D VEGETATION SHALL BE CUT AT 4• INSTALL PROPOSED BERM (SEE DW5 NO.S), SEED/SOD BERM (No 6. ELEVATIONS ARE REFERENCED T ' REFERENCED TO N.6N.D. DATUM 2q FOR WORK IN THIS PRO PROP05ED STONE BELOW REVETMENT ~,--GRADE GRADE. , LEAVE ROOTS BELOW GRADE. DECORATIVE PLANTING) EX15TING ELEVATIONS ARE 5H01 GRAPE. c. HAa)L DEBRIS AWAY TO APPROVED UPLAND SITE, 10. SEE 'FILL, RE-VEGETATION AND TERRACING SEQUENCE OF EVENTS EXISTING CONTOUR LINES ARE 5 SION5 ARE 5HOWN THUS, .PR - e T REV !UR LINES ARE 5HOWN THUS, 9-- AREA SEE PROPOSED 5HAF SHAPED STONE 5, INSTALL L PROPOSED BEACH ACCESS WORK, SEE DWG. D3 FOR REQUIREMENTS, NOTES' FOR (5EE DWG NO?) FOR PROCEDURES AND REQUIREMENTS. BEACH AGCE55 STEPS 5TONE . CONSTRUCTION AND SCOPE O OF F WOR 4 PARTIAL PLAN BEAD BELOW 6. CONSTRUCT PROP05ED ARMOR STONE WALL 05 FT LONG. EXIS EXISTING SPOT ELEV. x 6.0 GRADE p CONSTRUCTION OF THE AS FOLLOWS, A. EXCAVATED TO ACCOMMODATE PLACEMENT OF TOE 5TONE, CAP STONE AND RIP RAP, EXISTING (THIS DW6) PHO' PHOTO KEY 3. INSTALL (U ROW OF ARMOR STONE (TOE STONE) ONE STONE DEEP AND ONE STONE TOP OF BLUFF H16H, (tl' BELOW GRADE) AS DEPICTED IN 5ECTION'R', DWG NO. 2. UTILITY POLE C. INSTALL 10' - 13" RIP RAP (50-100 LB CORE STONE) LANDWARD OF TOE STONE, 18" COASTAL ER0510N - LAND WIT UTIL HAZARD LINE / OLIVER FRANKEL IN DEPTH (MIN) AND UNDERLAIN WITH FILTER CLOTH - SEE SECTION 'A' i ~ TBR m TBR = TO BE REMOVED ,°F y D. INSTALL (1) ROW OF ARMOR STONE AP STONE) ONE STONE DEEP AND ONE STONE G HIGH, PLACE T.O. STONE a GRADE LANDWARD OF TOE STONE) A5 DEPICTED IN SECTION 'A", DWG NO-2. el 42 el = ELEVATION b E. INSTALL (4) ROW5 OF ARMOR STONE ONE STONE DEEP AND, ONE STONE HIGH, W ~ (ABOVE GRAPE) THE ASE OF THE A STRUCTURE HILL EXTEND APPROXIMATELIY f ONBELOW GRADES N .P I LJ~o O I W (APPROX. EL. -4.69. 5 F. THE ARMOR STONE WILL BE INSTALLED 50 THAT THE EDGE OF THE TOP LAYER OF O INSTAL PROP05ED WORK 5"ARYt INSTALL PROP05ED 05 LF STONE REVETMENT AND STONE WILL SIT LANDWARD OF THE BASE STONES BELOW IT. THE STRUCTURE SHALL NOT Dr ROACH ON THE EX15TINC BIRCH. THE STONES AND BANK WILL LAND WO/F I 2 5TY FIR ROBERT DEMARESi II HOV5E It CAR. PROPPC PROPOSED 34l' WOOD BEACH ACCESS STAIR. TERRACE AND ATTAIN BE SHAPED, GRADED AND FILLED AS NEEDED TO ENSURE A STABLE RE-VE RE-VEGETATE BLUFF. ARMOR STONE WALL. L I 301, U,) I 0000 000 o B~ BILL OF MATERIAL: 0000 ON 'ON SITE' FILL ACQUIRED FROM PROP. WORK LONG ISLAND SOUND o B EXGJANI C Al WANTITIE5 RESERVED FROM, EXCA TOTAL EXCAVATION ® B.O. BLUFF = t451 CU.YDS TOTAL E5TIMATED RESERVED ON 51TE FILL = i4bl GU,YP5 S84°00'21 "E 107.03' EY15i. P`~'N"t BLUFF AREA TO BE RE-NOURISHED O1Rt RDI,O,ApY vLvr WITH F WITH APPROXIMATELY tl0 CU.YO5. OF GLEAN SANDY FILL TO p oesERVeo NISN Hq~R TIE LINE RE5TC RESTORE BLUFF5NS~URFACE ELEVATION. USE RESERVED FILL U m FOR It FOR INTIAL RE-NOURI5HMENT. SHOULD ADDITIONAL FILL BE O REQUIRED TO ATTAIN PROPOSED 6RADE5 THEN IT HEIST BE QI r~ o~r EXIST. REGUII .~~0 !+1 6ARA6E TRUCK TRUCKED IN FROM AN APPROVED UPLAND SOURCE. TH15 J PROP( PROPOSAL RESERVES THE RIGHT TO AQUIRE MATERIAL FOR n PROP05ED TERRACING, 6 C - SpE~E~.,D~WG No2 FOR INSTALLATION PROP. tp5' LG STONE REVETMENT PIPE FND THIS F LAND WOIP N5 THISPURP05E. ALL FILL USED SEAWARD OF T.O. BLUFF MUST BE W REMIREMENT5 AND BOXED NOTE PJN REALTY CORP 6ARD . GARDEN CLEAN FOUR CLEAN AND OF BEACH COMPATIBLE GRAIN SIZE TO EXISTING SAND f 1 POUND ON SITE AND MUST BE PURCHASED FROM AN APPROVED FOR QTY5 (THIS DW6) FOR TYPICAL ELEVATION - - SEE SECTION 'A', DWG. Not r 11PLAN UPLAND SITE. lz OO POPOSED REVETMENT STONES $HL BE 'tea; PLA(ED, SHAPED AND WORKED TO CREATE STNS STONE QUANTITIES, a Ql~ Lu yT~; BEALH B STONE STEP FOR BEACH ACCESS, (INSTALL 3 TO! 3 TO 5 TON ARMOR STONE = *95 TONS I x z 50-100 L135 LORE STONE - tll0 CU.YD5 F-^~ O \ BOTTOM OF &1FF 3 SURROUNDING STONE IN A MANNER THAT WILL 454.19 50-10 NOTE, NOTE, FILTER FABRIC AS NEEDED I--+ < GUARD WOODEN BEACH STAIR 5MUCTURE e FROM HAVE ACTION. H1 z LAND N/OAF m PLANTING ON BLUFF FADE: H d) PJH REALTY CORP. PLANT PLANT BLUFF FACE WITH NATIVE VE6ETATION, INCLUDING BUT NOT L NOT LIMITED TO BEACH GRA55 AND SWITCH 6RA55 (SEE C O PLANT n' APPR( PLANTING SCH. FOR ADDITIONAL 5HK'3 PLANTIN65) N N PROPOSED RE-VE6ETATION, 20 NOTE, APPROXIMATE AREA = t2,948 SF NOTE, THE AMOUNT OF RE-VEGETATION WILL BE LE55ENED BY THE 07 SEE DWG N02 FOR REQ'MT5 AND AREA AREA OCCUPIED BY ESTABLISHED, STABLE EXISTING VEGETATION `z BOXED NOTE FOR QUANTITIES, 20 20 PROP BEACH AGGE55 STIAIR,_ THIS DWG -50- r t4l' LONG WOOD BEACH AGGE55 STAIR, _ INCLUSIVE OF ENTRY STEPS, (U ENTRY 51TE PLAN IEPF ND TMRACIN6 ON BLUFF FACE w PLATFORM, (2) LADING5r - (U W/ BENCH AND ¶ J''- W W 5D 4' WIDE x MO LG STAIR TO BASE PLATFORM, M IS DT 15 REQUIRED FOR THE PURPOSE OF STABILIZING D15TL'RBED SOIL L- AND T APPR AND TO REDUCE ER05ION APPROXIMATE AREA = t2,94B S.F. TCP OF liff a5 30 SEE DWG M03 FOR INFORMATION 60 30 O b0 120 - ENGINEER. GOA5TAL ER0510N a • "y - &RAPHIO SCALE 1., = 601-0" Id UPLAND BERM. INZMDLWE~ _ Sys 40 AN E5 AN ESTIMATED t9 GU.YD5 OF 501LILOAM 15 REQUIRED FOR THE PURPC PURP05E OF BUILDING THE PROP05ED BERM AT THE TOP OF THE oononccn I AMnc PF RFRM BLUFF, BLUFF. APPROXIMATE 50D / SEED AREA = 1130 5F L 1 LG RETURN), IN5T INSTALL LEP D To INHIBIT STORM WATER APM RUNOFF FROM REAGHIN6 BLUFF FADE. A ~ MAINTAIN BERM HEIGHT OF I' ABOV/ E Z OSION COASTAL FINISHED GRADE, h \ ` / c y E FOR INFORMATION SEE 211S. NO-2 HAZARD LINE WOWOT ROBERT 094ARE5 Ny NOV 1 3 213 13 213 JEFFREY T. BUTLER, P.E, p 44 LAND WAIF Ssm Is d lawn Board of Tr ~te_~ 01103 lawn O O OLIVER FRANKEL W ~ R -,FOR WORK9 POTTQM'i 7RK900 rOMdF~~UP ACCESS FROM SU C' ~;RRQPERTT',.AT,TOP?4F:. 5FROM -pUox i I n~lr #rti1 rrr4Gir'Y pi~~ r LL W J M AT TOP cap OLW 4r , s p , z o m W Z N 3 } 4Z ~ B a PROPOSED SHORE N Z ~ Ip 7 tai it I l I ,1 h~ 6i rbp"h Trs,s,,' ~'y~'d,r~ Lw uJ I- 3 RESTORATION PLAN FOR: i q a t~ j rrl pil t,~idr" G~ ai!VT~~,?rF V lX z 1 0 P Lacr~TION SITUATE AT. i s, k',T11 41 n r ila ~ ',r,'~R1 q{, ~n~+{II d~ s~+ r ' r r 7- .,[.,d P Nt ~~r I~ IkQM~` 911 I 9 J,al L ( D- 1 ~ ORIENT, NY of 0 YOM CITY - ~ Irv E~. O Q Q ~ ~ ~ I TOWN of SOUtHOLD & LONG 19AP SUFFOLK COIMTY, NEW YORK Q m Q . stir 1 ~ SCTM No.: 1000-5-2-1.1 800272-4480 811 Odem POl ~ n/ O I ~ ZONING DISTRICT, N/A I USE, RE51OBTIAL 5 r'l l<L l^4 O .P~W/y V1 m UPPER FEMA FLOOD ZONE, WA www.d[gnstnyeltcom er ke DECK 51TE DATA. EXISTING, PROPOSED, wcom I 233, AREA OF SITE, 15,415 S.F. N.C. (for r othi otherr states) (1.50 ALJ By law, excavalor and contractors working In the °'qo I Q O 1 Dram five boroughs of New York City and Nassau and ~k~rti It~r N E/ PI I t y r) l F J Q O O 25T'( C IR UPLAND EX. BLDG AREA. Suffolk Counties on Long Island must contact DWELLING 42,469.12 5P. N.O. DlgNeq 1.800-272-04110 or 611, at leasl48 hour E I N XPII ~I I HOUSE d 6AR. GARAGE 4lpcoh 5P. N.C. but no mom than 10 working days (excluding r Csr { ~.r'~l e~ i~417 1+ ,~a n~r~ `S' O m O Z I ~ weekends and legal holidays) prior to beginning m I LOT COVERAGE CAL(.- any mechanized digg[Ing or excavation work to TOTAL BLD6 AREA / AREA OF 51TE = LOT OOVERAbE ensure undergroo,nd lines are marked. LOC 3,560.12 SQ,FT, / 15,415 SQ.FT. = OA454% Excavators and contractors can also submit LOCATION MAP: 1 24.4' TILE LOT r.OVERA6E = 454% locate requests online, Ilhrough [TIC. If you do not currently use ITIC, please call 1-600524-7608 NOT TO SCALE a O Q 1 STOOP 24.4- 50.1, II for more iinfor negon. V SITE PLAN BASED ON ORIGINAL SURVEY BY. For safety masons, homeowner ere strongly NACHINCI2Y ACCESS FOR 9RY ACCE55 FOR REVETMENT 15 PROP05EV FROM THE JOHN L. EHLER5, LAND SURVEYOR, N~Y5 LIC No. 50202 encouraged to call act well when planning any RE5IDENLES EAST SIDE 6 EAST MAIN STREET RIVERHEAD, y\I IIg01 type of digging on theiir property. Homeowners CE5 EAST SIDE OF DWELLING PAGE: SURVEYED: AUG. 2g, 2013 can contact us directlyf at 1-600}272-4460 or by DATUM: NAVD 1929 calling 811, the nallronal call before you dig FOR INFORMATION number. For excavaltion work completed on NFOR %WN RE6ARDIN6, UJ PROPOSED PARTIAL SITE PLAN personal property,, It Is the contractors PROP05EP STONE REVS 5ED STONE REVETMENT, RE-VEGETATION AND TERRACING Q G'MTS, SEE ELEVATION 'A', DWG N0.2 APPLICANT/OWNER, responsibility-NOT the homeowners-lo contact REQ'MTS, SEE ELEv 5ED BEACH ACLE55 STAIR DE516N AND CONSTRUCTION REV T5, PARVIZ LALEZARI DigNet Having Willy, lines marked prior to PROPOSED BEACH ALOE digging is free of charge. SEE DWG N03 E DWG N03 7 20 10 O 20 40 60 h0 ORAPHI6 5OALE I' 20-0 of 3 Y w .dlgnelnycll.com PROPOSED NEW SHRUB/ BUSH SHRUB/ BU5H E SCHEDULE PRUNE 1/6" OF LEAF AREA BU3b" O G~ RETAIN NATURAL FORM NOTE: ~1 + of N~WY C,ry or PER LAND5CAPE 5GHEDULE y t ,r I ~-r L & ~~NG ANP wm (SEE 5HT I), MIN 3'-0" OG~ ALL PLANTED VEGETATION WILL REQUIRE SPRAY WITH WILT-PROOF MONITORING OVER 3 GROWING SEASONS. V (/?,(I (/or oroth olhar stateetatae) 800272-~480 1 811 ACCORDING TO MFG'S INSTRUCTIONS IF FOLIAGE 15 PRESENT 1 j GROUND LINE TO 0E SAME AS By law, excavators and contractors woddng In the For safety masons, homeowners am strongly AT THE NURSERY FILL RE-VEGETATION AND TERRACING I j flue boroughs of New York City and Nassau and encouraged to call as wall when planning any v Suffolk Counllealon Lang Island must contact type of digging on their property. Homeowners SEQUENCE OF EVENTS NOTES: j DIgNe1, 1.800.272.4480 or 811, at least 48 hours an contact us dlmcdy at 1-BOD•272-4480 or by ESTABLISHED VEGETATION 1, NO RE-VEGETATION OR TERRACING INSTALLATION SHALL OCCUR j j but no mom than 10 working days (excluding celling 811, the national call befom you dig 16" MIN. FOR weekends and legal holidays) prior to beginning number, For excavation work completed on OR MEANS OF STABILIZATION (PLANTED 6RA55E5 OR TERRA.GING) UNTIL ALL CONSTRUCTION 15 COMPLETE. I any mechanized digging or excavation work to personal property, It In the contractor's PLANT5 UP TO 4 2. NO FILL SHALL BE TAKEN FROM THE SURRA1,140I146 BEACH OR z ( g I BLUFF FACE. ensure underground linen are marked. maponsibllity-NOT the homeownera-lo contact HIGH, 20" MIN. ' I^~`'I REMOVE BURLAP FROM TOP 5. SEE PLANTING SCHEDULE, PLANTING DETAIL, TEPRACING o I Excavatom and contractors can also submit DIgNat Having utility, lines marked prior to FOR PLANT5 6 MIN locale requests online, through ITIC. If you do not digging Is "a of charge OVER 4' HIGH OF BALL SCHEDULE AND TIMBER TERRACE RETAINING WALL DETAIL, THIS I currently use ITIC, please call 1.800.624-7803 BAGKFILL WITH TOP501L 4 PEAT- DWG, j r- -r for mom Information. M055 3,1 RATIO BY VOLUME IN 9" 4. USE 'RESERVED' ON-SITE FILL ACQUIRED FROM REVETMENT I (SEE NOTE, ANY ADDI~ONAL FB LXBE REQU RED TO MEET PROP05EID D IytPIGAL 5HRU$ Jg LAYERS-WATER EACH LAYER UNTIL q `a PROP05ED BERM TO BE INSTALLED I PLANTING DETAIL FAIL 5ETTLED DO NOT TAMP GRADES IT MUST BE TRUCKED IN AND PURCHASED FROM AN s ' WHERE 5HOWN ON PROPOSED N.T.5. b" FOR PLANT5 UP TO 4' HIGH APPROVED UPLAND SOURCE (CLEAN SANDY FILL OF BEACH PARTIAL 51TE PLAN, SEE SHY I I 5" FOR PLANT5 OVER 4' HIGH m COMPATIBLE GRAIN SIZE). EXISTING SOD/GRA55 d 5. GULLIES OR LOW POINTS WITHIN THE AREA OF WORK SHALL BE PLANTING TO REMAIN I I FILLED AND GRADED TO THE LEVEL OF THE ADJACENT BLUFF (LANDWARD OF 15' ANY ERODED AREAS 5HALL BE FILLED FACE (THE NATURAL GRADE). NON-TURF BUFFER) I 3' MIN PROP. BERM i 6. ANY EXISTING VEGETATION SHALL REMAIN IN PLACE. ( i AND 6RADEp TO THE LEVEL OF THE DELIBERATE CARE SHALL BE TAKEN NOT TO DISTURB ROOT ADJAGENi BLUFF FADE (ATTAIN NATURAL EL 420' ENER NOTE : BASE OF EXI5TIN6 PLANTS. EL. 42.0' I • ""M+, ERRIOR-TO-SAN 1. BEAD GGE5 STAIRS SHALL BE INSTALLE ALL BE INSTALLED PER 'BEAGH AGGE55 5TAIR5 - SCOPE OF 1. ANY DEAD VEGETATION SHALL BE GUT ®GRADE AND REMOVED NORM', I BUILDING GODE AND INFORM, 7E AND INFORMATION PROVIDED ON DWG No3 FROM BLUFF FACE. EL. 40.0' 2. ALL HARDWARE SHALL BE GALVANIZED, U. 3. NO DEBRIS 5HALL BE PERMITTED TO FALL GALVANIZED, U.O.N. 41TTED TO FALL INTO NEIGHBORING PROPERTIES OR 5EAWARD OF NOTE. LEAVE ROOTS INTACT BELOW GRADE. ` 6. ANY UPROOTED TREES, ETC. SHALL BE REMOVED FROM BLUFF EL. 40.0 FACE. PROPOSED BEACH 6RA55 TO BE PLANTED AS PROPOSED REVETMENT. INSTRUCTED IN PLANTING SCH., THI5 DWG EL. 36.0' 4. SEE DEMOLITION AND GOMPAGTION (DWG 1` PAGTION (DWG N0.2) NOTES PRIOR TO COMMENCEMENT OF WORK. 9. WORK WITHIN DESIGNATED AREA OF WORK, CONTRACTOR TO EL. 38A' R 5. THERE ARE NO VEGETATED TIDAL WETLANI TIDAL WETLANDS ON THE SITE. ATTEND TO DISTURBED, WASHED OUT AREAS WITH EXTRA CARE. 10. APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. PROP05ED SHRUB TO BE PLANTED AS AN ALTERNATE EL. 36.0' II. TO APPLY FILL. a. WORK HORIZONTALLY ACROSS BLUFF FACE, LIMIT THE EL. 3b.0' TO BEACH 6RA55 WHERE CONDITI01,15 ALLOW. PLANT 31-0" ON CENTER, SEE PLANTING SCHEDULE AND WORK AREA TO 3'4 FT OF VERTICAL SURFACE AREA AT DETAIL, THI5 DWG EL. 34,0' A TIME. CONTRACTOR SHALL APPLY FILL IN 12° LIFTS, TAMP BETWEEN LIFTS. EL. 34.0' REMAIN VEGETATION SHALL 12. ONCE NATURAL 69ADE 15 ACHIEVED WITHIN THE SMALL WORK AREA PLANT PROPOSED VEGETATION AND IN5TALL TERRACINS REMAIN IN PLACE, DELIBERATE EL. 32,0' BEFORE MOVING DOWN TO THE NEXT VERTICAL SURFACE AREA. EL. 32.0' DARE SHALL BE TAKEN NOT TO 13. CONTINUE PROCEDURE UNTIL PROPOSED AREA OF WORK 15 PROPOSED TIMBER TERRACE 015TURB ROOT BASE OF EXI5TIN6 I COMPLETED. RETAINING NALL5 OTHER THAN AT TOE PLANTINGS, EL. 300 U m EL. 30A' OF BLUFF SHALL BE INSTALL ~.,pPE~R~~~ TERRACING SCHEDULE. SEE DRANING Nol, SEE TERRACING DETAIL, THI5 DW6 EL. 28A' IMP E I EL. 28.0' W N rs~r ~ I lr~ I EL. 26.0' EL. 26.0' 6ULLIE5 SHALL BE FILLED AND 6RADED o .o TO THE LEVEL OF ADJACENT BLUFF "T) I FACE. STABILIZE AND REINFORCI-IE' BY EL. 24.0' TERRACING AND PLANTING 'y EL. 240 APPROPRIATE NATIVE VEGETATION. tl0' t4' EL- 220 EL, 22.0' ~f REVETMENT T.O. PROP. STONE a APPROX. EL. -<0.1' I EL 20.0' 13ROP05ED TIMBEI 20P05ED TIMBER TERRACE EL, 200 RETAINING WALL5 STAINING WALL5 0 TOE OF ' p i E-H o BLUFF SHALL BE J _UFF SHALL BE t10 O.C. MIN. SEE it 4 ,n5yp` :RRAGIN6 DETAIL, THI5 DW6 EL. 18.0' EL. 18,0' TERRACIN6 DETAI t. t" $ I ~t47 I'~;~,i~ \6 141 q " I i EL. 16.0' PROP. STONE REVETMENT EL. 160' ' )M~ ` 5-5 TON ARMOR STONE z 7ne 2 i i PROVIDE FILTER F WIDE I IDE FILTER FABRIC AS SHOWN, ° ''"It+~1Sati `I al 4„ (4'9- 4.15'9 STONE, TYP) [AMPAGTIDN NOTES, EL. 14.0' ENCASE CORE STC CASE GORE STONE ALL SIDES, "IT, I - EL. 140 B U.S. FABRICS, P/N U5230 PROP, STONE REVETMENT ryy{ 50 GRADE USE U.S. FABRICS, 51HALL NOT ENCROACH o i i GENERAL I. IN ORDER FOR THE PAVEMENT TO BE DURABLE, THE SUB GRADE MUST BE PROPERLY PREPARED, THE CONTRACTOR SHALL PREPARE THE 618 GRADE IN ACCORDANCE WITH PROP. 50-I00 LB 1 OP. 50-100 LB GORE STONE (10' TO 0- k ON EXISTING BEACH ~ ' ENGINEER THE5E 5PECIFICATION5, U51N5 THE NECE55ARY MEANS AND MATERIALS TO PROVIDE THE 5PECIFIED RE5ULT5. NOTHING IN THE FOLLOWING 5ITUAT ON5 OAN BE FORE5EEN. EL. 12A' RIP RAP) TO BE Pt ' RAP) TO BE PLACED ON AND AROUND -~i+7'; e T a i'' EL. 12.0' THEREFORE, NOTHING IN THE FOLLOWING 5HALL RELIEVE THE CONTRALTOR OF THE RE5POH5I5ILITY TO NOTIFY THE ENGINEER OF 5PECAL PROBLEM5, AND IN THE END, TO FILTER FABRIC TO .TER FABRIC TO PREVENT SCOURING 1 1 - _ PROVIDE A 5OLHP 5J0 GRADE, B.O. EX15T AND ° ,tif t~. ywp BLUFF EL. 10.0' 2. USING 501E TEST DATA ' - ^ _ .w c cn„ TctT iurnOMATInu Tn THP YONTRALTOR. IF PROVIDED, THE DATA WILL INCLUDE OLA551FIOATION OF THE SOIL IN EL. 10.0' i APPROX. EL. 3g PR All A. A o ur un nc UNDISTURBED sr ACCORDANCE WITH THE UNIFIED SOIL OLA9SIF16ATION SYSTEM (A5TM D201). THE SIGNIFICANCE OF THE DATA WILL B INTERPRETED B THE ENGINEER. SOIL 31 o {1'~5L11'`•^uvloN M1,. I I EL. e.o' B. SOIL5 OE5IGNATED AS HIGHLY FXPAN51VE (CHI, MHO, AND OW MAY REQUIRE LIME STABILIZATION AND/OR SELECTIVE REPLACEMENT WITH SUITABLE SOILS, SUCH EL, 8.0' SPECIAL TREATMENTS WILL BE DETAILED IN THE 51E BID DOCUMENTS IF THE C05T 15 TO BE INCLUDED IN THE CONTRACTOR'S BASE BID. 0. SOILS DESIGNATED AS HIGHLY ORGANIC (OH, OLD, AND PT) MAY REQUIRE SELECTIVE REPLACEMENT WITH SUITABLE SOILS, THE NEED FOR AND THE EXTENT OF TH15 I I TREATMENT WILL BE DETAILED IN THE SITE DOCUMENTS IF THE COST 15 TO B INCLUDED IN THE CONTRACTOR'S BASE BID. C EL. 6.0' I OBSERVED H.W.M. ® EL. tY.3' D. THE CONTRACTOR SHALL INSPECT THE SIB GRADE AND NOTIFY THE ENGINEER OF ANY CONDITIONS REQUIRING SPECIAL OON5IDERATION NOT ADDRESSED IN THE 51E EL. 6.0' BID DOCUMENTS. THE EXTRA COST OF UNANTICIPATED REMOVAL WILL BE BASED ON THE UNIT CPST5 PROVIDED WITH THE BASE BID, THE COST OF UNANTICIPATED LIME 5TA15ILIZATION OR OTHER SPECIAL TREATMENT WILL BE NEGOTIATED. JEFFREY T. BUTLER, P.E. EL. 4A' SUB GRADE PREPARATION BOTTOM OF GAP STONE ±„s,ypP I 6 APPROX. EL. 0.1' EL. 4.0' p J I. THE CONTRACTOR SHALL REMOVE ALL VEGETATION, SURPLUS SOIL, DEMOLITION RUBBLE, AND OTHER UNDESIRABLE MAERIAL5. SUCH MATERIALS SHALL BE PROMPTLY EL 2.0' ~ O rrtt~~ HAILED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH GOVERNING LAWS AND OODE5. THE CONTRACTOR SHALL SHAPE THE 5)13 GRADE IN ACCORDANCE WITH EL, 2,0' THE 6RADING PLAN, TAKING INTO ACCOUNT THE THICKNESS OF THE PAVING SYSTEM. THE TOLERANCE OF THIS ROUGH GRADING 5HALL BE WITHIN 1/2" HIGH TO I" LOW. PROPOSED TOE STONE FOR TUTHIS OPERATION P SOFT T AREAS SLL BE CONTRACTOR REPORED L TO NOTE THE ANY SOFT AREAS THAT BECOME APPARENT AFTER CAPSTONE PROTECTION EL. 0.0' z TRUCKS LOADED ENGIEER FOR DETERMINING THE METHOD OF TREATMENT REQUIRED, IF ~ ANY, N EQUIPMENT AND EL. OA' 2. MAINTAINING DRY 51TE CONDITIONS, DURING MAINTTAINRA DRY 5 TE ONIDII ON SUCH MEASURES SHALL INCLUDE PUMPING OF FREE SURFACE MER MINOR HAND AND/OR MACHIEE SHAPING TO FACILITATE WATER z0.~1 REMOVAL, AND OTHER OPERATIONS TO SPEED DRYING. 3. NATIVE SOIL COMPACTION: COHESIVE AND COHE510NLE5S NATIVE 501L SHALL BE COMPACTED TO q5% AND 10096 OF THE OPTIMUM DENSITY, RESPECTIVELY, PRIOR TO PLACEMENT OF FILL. E ~ LW W 4. FILL SELECTION AND COMPALTION. / SECTION 'A' THE MOST COST EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE U5ED, CW7 z < 0 -5AND{SRAVEL MIX (1.5 TO 5% FINES < 0.02 MM AND 6ER > I1), -GRAVELY SOIL (3 TO b% FINES < 0.02 MM AND CBR > B), / / PROFILE OF PROPOSED STONE REVETMENT -SANDY SOILS (B TO b% FINES < % 0.02 FINES AND 6BR > EXISTING 5HRUB5,\ TERRACING AND RE-VEGETATION TO REMAIN Qdm Q Q ND (BR > 8), ~ -SILTY GRAVELY SOILS (b TO 10% FINES < 0.02 MM AND SCALE. N.T,S, -SILTY SANDY SOILS (b TO 15% FINES < 002 MM AND 6ER> 5), ~ -CLAYEY GRAVEL SOILS (OVER 20% FINES < 002 MM AND 6BR > 5), EXISTING BWFF FADE -CLAYEY SANDY SOIL (OVER 20% FINES < 0.02 MM AND PER > 5), i QN~ m fl"' 6ULLIES LANDWARD OF EX. STONE WALL 5, THE ENGINEER RESERVES THE RIGHT TO HAVE 501E TESTS . PERFORMED TO CONFIRM THE SUITABILITY OF ANY FILL MATERIAL. THE WNTRAO SHALL SPREAD AND yrylY,IT4 5HALL BE FILLED AND GRADED TO f HE Nt7!. LEVEL OF ADJACENT BLUFF FADE, ago ~ o 0 COMPACT THE FILL MATERIAL IN b INCH MAXIMUM LIFTSIFTS. EACH LIFT 514ALL BE COMPACTED TO 15% OF THE OPTIMUM DENSITY. COMPACTION N SHALL B ACCOMPLISHED AT 5 NO LE55 THAN OPTIMUM M015TURE CONTENT UP TO 2% WETTER. OPTIMUM DEN5ITT' AND OPTIMUM N015TU TURE CONTENT SHALL BE AS DETERMINED BY A51M 0I551. RUBBLE, i.,,v . "`1:1 ;I REINFORCE 1-I, BY TERRACING AND " TRASH BOLA DEERS OR OTHER DEBRIS WILL B ALLOWED AS FILL MATERIAL IN ANY USAGE PLA PLANTING f y APPROPRIATE NATIVE PPANTINO 5CHEDULEE5GHEDULE ~ N O_ b. FORSH, BOULDERS O WITH LE55 THAN 250 P5F COHESION OR ULTIMATE BEARING CAPACITY OF LESS THAN 500 P5F, GEOTEXTILE FABRIC 5HALL EE INSTALLED IN ALL SOILS UTILITY AND PIPING TRENCHES AND iANKHOLES TO REDUCE MIGRATION OF FIE-GRAINED 501L AND SEPARATE 01551MILAR FILL MATERIALS. THE 6EOTEXTILE MATERIAL •r;.'•t "i'•. VEGETATION. PROPOE PROPOSED 6RA5S AREA (MIX OF AM!M~OP~MHIL~A U O SHALL OVERLAP ADJACENT GEOTEXTILE MATERIAL BY A MINIMUM OF 12" AS NECESSARY TO COVER THE INTENDED AREA, GEOTEXTILE FABRIC SHALL BE GTF130EX, ";,',t:;~;!-, k+,%"'t'• :'rr;' r'~~a,`,•'! r,;~,., PROPOSED BLUFF FADE BREVILI "r""'', ",,•5';'.h"';`" 1 HOLE 12 BREVILI6ULATA) BEACH 6RA% 2-3 CaVMN5 PER PLANTING D' tL TYPAR 3401, 6TFI50E%, OR IYPAR 9601 AS MARKETED BY EXXON CHEMICAL AT I-800-54-EXXON. HOLE 12'0.( MAX. WITH PANICUM VIROATUM) SWITCH 6RA55 1. BACKFILLIN6 TANKHOLE5, ETC.. CS R;t?d+~•1 D BEACH AeT2,'-0 AAT~~Y21'-0' O.C., 2 6AL. CONTAIN, AND PROPOSED NORTHERN BAYBERRY BUSH (MYR14A 2 Q 13AGKFILL FOR ANY EXISTING TANKHOLE5 SHALL MEET THE REQUIREMENTS R THI5 5EGTION. LIKEWISE, BA6KFILL FOR OTHER HOLES LEFT BY REMOVAL OF SWIMMING POOLS, ~ BASEMENTS, ETC. SHALL COMPLY WITH THIS SECTION ALSO, 0 BE PLANTED AND / rvw FR TED IN TERRACING 52 HEDULE PEN5YL' PEN5YLVANI(4 TO BE PLANTED AT A MINIMLM 3 FOOT ON =O Q b. BACKFILLING TRENCHES: EWL/ R CENTER. U BAGKFILL FOR UTILITY TRENCHES SHALL BE WELL-GRADED, CLEAN, FRE54-ATER SAND, FREE R SILT AND CLAY PARTICLES. BACKFILLING SHALL OCCUR IMMEDIATELY { ,;rlfpi?; N 'SGHE. CENTER TERRACE SLOPE ACCORDING j0 564. BELOW, ND O AND/OR PROPOSED BEACH R05E BUSH IRV"VA VIRGINIANN TO AFTER THE LINE OR CONDUIT 15 IN PLACE TO PREOLUPE CAVING OF THE TRENCH SIDES. PRIOR TO INSTALLATION OF THE LIE OR CONDUIT, A 4 INCH CUSHION OF SAND 1'ERRACINI SHALL BE PROVIDED. USE 2x2x4' LION6 CCA TREATED 5TA/~KE5 W/ 2X6 BE FILM BE PLANTED AT A MINIMUM 3 FOOT ON CENTER. q. AREAS OUTSIDE THE PAVING SHALL B FILLED AND COMPACTED AS NECESSARY WITH 5011- COMPLYING WITH TH15 SECTION. EXCEPT THE TOP b INCHES SHALL BE NATIVE CCA PLANK515E6URED TO 5TAKE5 (MIN 6'-0' Or,) R i (MIN b-0 OC). ~„'••a;~",R~.+, SLOPES OF 1.3 SLOPES OF 1:2 SLOPES OF 1;1 OR GREATER AND/0 AND OR PROP05ED BEACH PLUM BUSM (PRM MARITIMA) TO . TOPSOIL SUITABLE FOR 5RA55. AREAS REQUIRING GUT SHALL AL50 BE PROVIDED WITH b INCHES OF NATIVE TOP501L FOR GRASS. FINISH GRADE FOR THESE AREAS _ICU AR TO TERRACING TO BE INSTALLED AT BE PLAT " TERRACING TO BE INSTALLED AT TERRACING TO BE INSTALLED AT BE PLANTED AT A MINIMJM 3 FOOT ON CENTER. SHALL B I INCH BELOW TOP OF CURB. AREAS SHALL BE 510PED TO DRAIN AT A MAXIMUM OF 4.1 UNLE55 OTHERWISE INDICATED ON THE SITE OR GRADING PLAN. INSTALL TERRAGIN55 PE DOWNWARD SLOPE. RUKE PLANKS TO 10, COMPACTION TESTING. ,LANKS TO b' 0.6.51'ACING (SEE PLANTIN6 DETAIL, THIS DWG) THE ENGINEER WILL ENGAGE AN INDEPENDENT TESTING LABORATORY TO PERFORM (U A STANDARD PROCTOR TEST (ASTM 1)[551) ON THE FILL MATERIAL (OR NATIVE 501E ADJACENT PILANKS ALONG HORIZONTAL PLANE. 7NTAL PLANE. 3' 0.6. SPACING I' 0,6. SPACING (SEE PL i i 1 NY51 MBER TER GE RETAINING WALL NY5DEC APPLICATION No. u PROCTOR TEST (A5TM DI551) ON THE FILL MATERIAL (OR NATIVE 501L IF NO FILL 15 USED) AT LEAST 12 HOURS BEFORE THE CONTRACTOR INITIATES COMPACTION AND (2) TIMBER TE A NUCLEAR DER51TY GAUGE THE DEGREE OF COMPACTION AOF THE SURFACE 51B6RADE..) IF THE RESULTS FROM TH15 TEST FOR THE FILL R O NA IVE 501L 90 NOT MEET OR EXCEEDI THE DEGREE OF E R SAND C014E A6TM 0155b) TEST AT A MINIMUM COMPACTION SPECIFIED IN THI5 SECTION, THE C05T OF TESTING WILL B DEDUCED FROM THE CONTRACT AMOUNT, AND THE TESTING (2) WILL BE REPEATED. AN® Pl AI!I N PLANTING PET 1 3 z 1 II. THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY SYSTEM IN ACCORDANCE WITH THE STANDARDS OF THE 5L,D.H.5. CONTRACTOR 15 RESPONSIBLE FOR ALL 51-ALE, NONE ALE, NONE INSPECTIONS AND 51GN-OFF OF SAME. 12. CONTRACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK RMPED OUT AND CERTIFIED AS EMPTY PRIOR TO RELOCATION. of 5 NOTES GENERAL NOTES 1. CONTRACTOR SHALL CHECK AND VER CHECK AND VERIFY ALL CONDITIONS TO THE 51TE PRIOR TO STARTING NY5 BU I LD I N(3 GODS (1) 5.0'x6.0' LANDING W BENCH OF WORK AND HE SHALL FAMILIARIZE HI . FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE SECnDN RR314 (4) 6x6 COA PILES ® THIS LANDIN6 WORK AGREE WITH SAME. >NFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND STAIRWAYS (PRIOR TO FINAL STAIR TO BASE 2. ALL WORK SHALL CONFORM TO THE - RULES AND REGULATIONS OF THE TOWN OF SOUTHOLD. PLATFORM) TO BE PLACED 310' (I) 4.0'x4.0' (1) 4.0 400' 4' 1FlIDE ENTRY STAIR BALDING CODE AND ALL RULES AND RE CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS SECTION RR3143 SECTION RR314.2 TREADS AND RIDERS THE MAXIMUM SEAWARD OF B.O, BLUFF LANDING N5ER HEIGHT 5HALL BE 8-114 INCHES (209 MM) AND THE MINIMUM TREAD LANDING W/ ILING TO CODE 3. IF I HE COURSE OF CON5TRUGTION INDIO OIMTHESE PLANS THE OONTF ANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. DEPTH SHALL EE 4 INCHES (22A 14M). THE RISER HEI6HT SHALL BE SHCUL HE F%L TO FOLLOW THIS PROCI LOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, HE 514ALL O~LI.IITY AND LIABILITY!~ARISING THEREFROM. MEASURED VERTICALLY BETWEEN LEDIN6 EDES OF THE ADJACENT BENCH TREADS, THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY A5aft ALL RESPONSIBILITY AND LIABI Q 4. GRADING AROUND NEW CON5TRUOTIC JH CONSTRUCTION 54ALL SLOPE AWAY AND BLEND INTO INTO EXISTING N BETWEEN THE VERTICAL PLANES OF THE FOPEM05T PROJECTION OF SLOPE. ADJAENT TREADS AND AT A ED E4 THE WALKING SURFACE OF THE D5EAND LMOIN65 OF AA 116' v 6A' 34' 5. ALL FOOTING SHALL BEAR ON UNDI L BEAR ON UNDI5TUR6ED SOIL WITH A MINIMUM 501L PRESSURE OF 2 TONS F STAIRWAY SHALL TA SLOPED EN STEEPER THAN ONE UNIT VERTICAL IN till PER SOFT. AND SHALL HAVE A MINIMUM b. PE510H TIMBER 57RE$5 - DOUGLAS HAVE A MINIMUM OF 6'-0" OF COVER, UO.N. `$5 - DOUGLAS FIR, NO. 2 GRADE FB C 025 P51, B - WOOPOO F'. 46 HIUNITS Y fLISH HORIWNTAL OF LL THE GREATEST RISER HEIGHT bA' WITHIN PINY F ID OF STAIRS SHALL NOT NOT EXCEED THE SMALLEST BY BENCH T. DO NOT SCALE DRAWING. WRITTEN 065. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. THE ENGINEER HAS NOT BEEN RETAINED FOP N RETAINED FOR ON SITE INSPECTIONS AND/OR OBSERVATIONS OF THE FLI6HT F STAIR 5HALL NOT EXCEEDS THE SMA4 EST BY MORE THAN MH (q.5 111). THE 31B INCH (AS MN). CONSTRUCTION. WIDE STAIR W/ (U 5'x45' ENTRY 6. ALL METAL J015T HANGERS AND OT NNGERS AND OTHER METAL CONNECTORS REQUIRED SHALL BE 'TEGO L AND SHALL BE CAPABLE OF HANDLING LOADS • CONNECTION POINTS. SECTION R9315 HANDRAILS RAILIN6 TO CODE (TYP) PLATFORM W/ BENCH CONNECTORS" OR EQUAL AND SHALL IN I1,6TALLATION5 SHALL BE IN STRICT GO 9E IN STRICT CONFORMANCE WITH MAWFACTURER5 5PEGIFICATION5 AND RECOMMENDATIONS. HANDRAIL5 SECTION HANP HE GHTS OF 34 IN HES AND 3B INCHES 064VMM DMINDI MVM M~ MAXIMUM 21 RESPECTIVELY, MEASURED VERTICALLY FROM THE NOSING OF THE 9. STAIRS TO COMPLY WITH NEW YORK WITH NEW YORK STATE BUILDING CODE, 10. ALL LUMBER SHALL BE CGA NOW. BE CCA NOW. 5 TREADS, SHALL BE PR SHALL ON AT LEAST ONE SIDE OF STAIRWAYS. HARDWARE SHALL BE HOT DIPPED GALVANIZED, UO,N.. IN ACCORDANCE a ALL REQUIRED H OAILALL 13E CONTINLOU UOUS THE FULL LENGTH OF THE STAIRS R5 E WITH R TWO OR 5 SH MORE RISERS FROM A POINT DIRECTLY ABOVE H AGGE55 5TAI R PLptN II ALL P05T AND DECK HARDWARE 5HA WITH A5TM AI55. 12, TREADS AND PLATFORM SURFACES =ORM SURFACES TO BE BUILT WITH UNTREATED WOOD OR COMPOSITE THE TOP TIER OF A FLI LIGHT TO A A POINT DIRECTLY ABOVE THE LOWEST p SCALE, N.T.5. MATERIAL. IN RISER OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE V- (1) 40'X4.0' NEWEL POSTS SAFETY TERMINALS. . HA HANDRA (3 WALL SHALL HAVE A SPATHE OF NOT THAN I15LS INCHES CHES ADJACENT M TO A 8.05E PLATFORM BETWEEN THE WALL AND THE HANDRAIL. IL. ALL REGUI B t53' sELTION 152 E FOOF THE OLOWINGITYPE509 PROVIDEEEGUIVALEATS SHALL GRA 05.0' TYPE 1. SPABILITY. I T OUTSIDE DIAMETER OFATL EACIRCULAR ST HIM INCHES 02 SECTION 02 MM) AND LI O HAVE AN T GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL 15 NOT CIRCULAR 52.4' 52.4' IT SHALL HAVE A PERIMETER PIMEN51ON OF AT LEAST A INCHES 002 96.0' MK CROSS SECTION OR MTENSIONAO F2/1/4NINCHES (160 HIM) INLHES (5i1 MMU WITH A MAXIMUM 50.5' 50.5' I 4513' TYPE II. HANDRAIL5 WITH A PERIMETER GREATER THAN 6.1/4 INCHE5 (160 MM1 SHALL PROVIDE A GRASPABLE FINGER RECE55 AREA ON BOTH SIDES F THE PROFILE. THE FINGER REGE55 SHALL BEGIN WITHIN A L/ytil INIF/K:MATI()N RFSARD~N6: DISTANCE OF 514 INCH (19 M4 MEASURED VERTICALLY FROM THE gl TALLEST PORTION F THE PROFILE AND ACHIEVE A DEPTH F AT LEAST PROPOSED TfPICAL STONE REVETMENT, RE-VE6EIATION AND TERMIN6 REOT2T5, 5n6 INCH Ie MM) WITHIN 11B INCH BELOW THE WIDEST PORTION OF THE SEE. ELEVATION 'A', DW6 N02 PROFILE. TH15 REGIARED DEPTH SHALL CONTINUE FOR AT LEAST 315 pROpEEED 51TE PLAN AND SCOPE AND EXTENT OF WORK, U m INCH (10 MM) TO A LEVEL THAT IS NOT LE55 THAN 1-3/4 INCHES (45 Mr'J BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF SEE DWG NO.I ~ o THE HANDRAIL ABOVE THE RECE55 SHALL BE 1-1/4 INCHES 02 M4 TO A 4' WIDE s MAXIMUM OF 2-3/4 INCHES ITO MM). ROES SHALL HAVE A MINIMUM SEE 'CDNSTRUGTION DETAIL' ENTRY S41 IR W RADW5 OF OAI INCH (035 MM), FOP ADDITIONAL INFORMATION AND PIMEN51ONAL REGUIREMENT5. (T 15 DWG) a IT ENTRY I'LA7FORM EL. 46,0' W EL. 4b.0' - - aq Not EL EX. DWELLING x EL. 44.0' ~i~---••~~~ a/ GONG amp EL. 44.0' EL. 42.0' aJ ~ Q Gy ~ 800-272-44801 811 EL 2xb JOISTS, 2x6 DECKING E EL 42.0' o~ ~ EL. 40.0' r ~ www.dlonelnycll.com (TYPICAL m PLATFORMS, - or SEE 6ENERRASEE 6ENERRAL NOTES, NO .A AND 10) NNP 10) w othelae) EL. 40.0' I (for r other d state$) E, Bylaw excavators and contractors working In the J Two boroughs of New York City and Nassau and EL. 38.0' 8001k Counties on Long Island must contact ~J EL. 3b.0' F DIgNBI, 1-800-2724400 or 011, at least 40 hours but no more than 10 working days (excluding waekende and legal holidays) prior to beginning I EL. 36.0' ENGINEER. any mechanlzed digging oraxcavaton work to EL. 34.0' ensure underground line are marked, k 2x10 TREADS, 2x12 STRINGERS, E and contracture can also submit 4 EL. 84.0' 46 P05T5, 2x4 CLEATS RE-VEGETATE DISNRBED AREA5 locals te requests online, through ITIC. If you do not 2x(2 TOP RAIL, AND 2x4 MID RAIL AT CONCLUSION OF STAIR CONST., currently use ITIC, please cell 1.800-624-7603 for more information. y,~ SEE PLANTING SCHEDULE, EL. 32.0' EL 32.V' ..V EL. 30.0' For safely reeao0e, homeowners ea strongly encouraged to call as well when planning any type of digging an their property. Homeowners S TREAD5 AND PLATFORM SURFAGE5 TO BE BUILT WITH EL. 50.0' can contact us directly at 1-600272-4480 or by UNTREATED WOOD OR calling 811, the national call before you dig EL. 26.0' UI G GOMP051TE MATERIAL number, For excavation work completed on personal property, It Is the contractor's ' JEFFREY T. BUTLER, P.E. maponsiblllty-NOT the homeowners-ta contact EL. 28D' EL. 26.0' DlgNet Heving utillty line marked pdor to $ I $ I ;10Iii 'rl digging Is free of charge. D EL. 26.0' ' P4 0 u EL 240 v„-V. HURRICANE GLIP5 TYP. AT ALL CONNEIGTION5 w U EL. 24.0' - , STAIR POST AT REVETMENT U EL. 22.0' BEACH ORA55 PLANTIN65 EL. 22.0' (SHOWN BEYOND). (1) 4.0'x4A' z STAIR AND REVETMENT BASE PROPOSE PROPOSED RESTORED BLUFF FACE (TYPICAL) SEE DWG No2 FOR BLUFF RESTORATION EL. 20.0' 00NTRACTOR SHALL PLATFORM SEE 0W6 EL. 20.0' COORDINATE REGARDING STAIR I P05T PLACEMENT PRIOR TO ' SLOPE LANDWARD OF 2"X12" GGA GA V] ZV r ~ C RS W WON 3 ARMOR STONE INSTALLATION. E LANDWARD OF STONE REVETMENT SHALL BE EL. 16,0' 5TR.IN6ER5 STABILIZED BY 6RAC ILIZED BY GRADING, TERRACING, FILLING AND a 16" O.G. TINE AS NOTED IN PARTIAL 51TE PLAN, 01616 NO.I. U gpm 1 J EL. 00 T0, PROP. STONE REVETMENT -I- I PLANTIN6 AS NOTED 7W5 N02 FOR RESTORATION AND EL, 160 i LU 0 APPROX. EL. ill 2' < n"'` to SEE DWG Not FOR R RE-HOUR15HMFNT REG 9UR15HMFNT REQUIREMENTS I T1O1, s U ~WQ Q d I I s wiyO Z EL. 1150' n, ,v a` b F ' r EL 14.0' I = 2"X6" GGA ®IO.G. Z r~1 O I I I ~Qv " C U d N - !C W EL. 140' I ,~hu'at~ eg i~ Ir ) p.i '0 ri Q` GGA 61RDER N O -"s ~ i l f y~f t , ' I EL. 12.0' 0 I I POSTS, TO EXTEND 6-0' ~ 6 W r o c } F= _ QwN O O EL. 12.0' UNDISTURBED - BELOW UNDISTURBED ~ 501E (MIIW ~ SOIL , EL. 10.0' BEAGH AGGESS STAIRS SGOPE OF WORK: Z e`~~ ~1 Q m c I NT, b"Xb" GGA _ EL. 10.0' ~ I I P05T5 (TYP) VWj I I EXIST. AND PROP. LG SET OF STAIRS WITH (1) 4'WIx13' LG ENTRY STAIR, (1) 5'x6' ENTRY ~p EL. 8.0' I. CONSTRUCT A i531 ED. BLUFF 0 EL t4.4 PLATFORM I.1 /W/ BERGH, 4'Wx=I6' L6 STAIR (1) 4k4' LANDING, 4'Adl7 L6 STAIR, (U 6'x15' j w m ° z u Q C In !=bar o r EL 0' -Y LANDING IV BENCH AND (1) 4'Wxil' L6 STAIR TO (U 4k4' BASE PLATFORM. L J UNDISTURBED ' PROPOSED REVETMENT STONES TO BE EXPOSED AT AND SEP AT AND EL. (2.0' A. MATERIALS TO BE USED (STAIR, U.O.N)- I I li l o ° 501L AROUND BEACH ACCE55 STAIRS ONLY (SEE PARTIAL PARTIAL 1.2x12 STRINGERS > WORK 2. 2x10 TREADS I I I I Z p., u EL. ~~ir 51TE PLAN FOR EXTENT). PLACE, SHAPE AND WORK NY STONES EL, 4.0' 3.2x4 CLEATS I II _ I I I I _ t _ ¢ ARMOR STONE TO CREATE STONE STEPS. LAY STONES GONSTRUGTI ON DETPL f B.O. BLUFF 4.46 POTS FROM STAIR BASE PLATFORM TO GRADE AT 8.0. BLUFF - ) BEACH 5.2x6 TOP RAIL NOT TO SCALE II PA(5E : 'I (EL, }eA9. SURROUNDING eiTONE WILL 61JARD BEACH STAIR STRUCTURE FROM HAVE ACTION. EL. 2.0' b. 2x4 MID RAIL L J I I I I B. MATERIALS TO BE USED (PLATFORMS, UAN), I I I I I EL. 2.0' FOR INFORMATION REGARDIN6 1. 2xb FLOOR 1015T5 EL. 0.0' 2. 2xb DECKING I 2. ALL HARDWARE TO BE GALVANIZED. II I - TYPICAL PROP05EP STONE REVETMENT 3. ALL LUMBER TO BE CCA OR SIMILAR U.O.N. n) 1 I I I I I II II I' 3 EL. 0.0' SEE SECTION WON DW5 Not 4.5EE FILL, RE-VEGETATION AND TERRACING SEQUENGE OF EVENTS NOTES (SEE DWG N02 L J L J SECTION 'B' I I I II of 5 PROP 05ED BEAGH STAIR PROFILE SCALE N.T.S. x