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HomeMy WebLinkAbout1000-14.-2-1.8 0f $0fJly~ MAILING ADDRESS: OFFICE LOCATION: Town Hall Annex P.O. Box 1179 54375 State Route 25 # lx[ Southold, NY 11971 (cor. Main Rd. & Youngs Ave.) u+ Southold, NY 11971 Telephone: 631 765-1938 Fax: 631 765-3136 o~yU~ eo 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 SANDRA PAWSON SINCLAIR SCTM#1000-14-2-1.8 Note that the property to the east of the subject property constructed a similar action in 2013 pursuant to permits 8263 and 8263C. The bluff to the west has not been armored. Suffolk Environmental Consulting, Inc. on behalf of SANDRA PAWSON SINCLAIR requests a Wetland Permit and a Coastal Erosion Permit to restore the bluff face via cut-and-fill (with the inclusion of +/-722 cubic yards of fill obtained from on-site); install a 16' tall, 13' wide, 195' long rock revetment to protect the toe of the bluff; construct beach access stairs consisting of 4' wide stairs with associated 4'x6.4' entry platform, a 4'x5.5' landing with bench, a 4'x4' landing, a 5'x6' landing with bench and a 4'x4' base platform, total length of staircase to be 57'; and install revetment stone steps from base platform to beach. Located: 29827 Main Road, Orient. SCTM# 14-2-1.8 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 LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its 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. " P A copy of the LWRP is available in the following places: online at t of 5puthojd' 'w itr (southoldtown.northfork.net), the Board of Trustees Office, the PI epartment, all local libraries and the Town Clerk's office. NOV 1 3 2013 B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 014 02 001.8 Suutlwccrvn"' The Application has been submitted to (check appropriate response): 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 ageny]](aptf`a ` construction, planning activity, agency rep iaQft a4A ? (b) Financial assistance (e.g. grant, loan, sub4tdy') NOV 2 62013 a ? (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 722.00 cubic yards ± of fill obtained from on site, and install a 16' tall. 13' wide. 195' 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 bluffff, over the revetment. and down to the beach. The total length of the staircase will be 57' and will descend 37'. Attach additional sheets if necessary Location of action: 29827 Main Road, Orient. New York Site acreage: 5.6764 ± Present land use: Residential Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Sandra Pawson Sinclair (b) Mailing address: P.O. Box 480, Orient, NY. 11957 (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 El No N 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. N Yes ? No ? Not Applicable As indicated within Policy 1, "Develoament that does not reinforce the traditional land 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 character' 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 project 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 N 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 Polity. 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 Subject 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 N ' PD. a / ' ~ ~h ve j~N ~D. ,vkl t~ i~ ' YVq iiMq `Qlp d tle v u.M awU vi4n ~ P ww ra i vwo y, / :W .WA av ~ .we ~ vwe n v Q nceecm I a .ew , L~- } a aagn 7' I ~ ~ ,z 'aw° n awmu .,.arms, sm. I. v awm vlq ,awe li MRW 0.D MNH a ae 3 sw .w,~. ~u w.mr SA" M a,~ __Z gpll~ COUM OF SUFFOLK © a sECaox,a ua r u.rm..v. ...r rr--.-_ - wnw.~ew .'•M ~w,.rarn., w 14 r mr r .err rem.u~re. ,m v m, Sinclair Propci-ty Situatc: 29817 Main Road, Orient, NY, 119,57 SCIYNI#: 1000 - 11, - 02 - 01.8 S,ihirr1 PI opt Its r ~k u dv a r. 4y<;~r rrHl.~ ~r. Maui 12[1 i.. ' " [p.ro Ph i Subjcc hopcm i J d w 44W SIl\CIAIR Property Newman ' Situate: 29827 Main Road, Oricnl, 119,57 SCI'M#: 1000 - I 1 - 02 - 01.8 F' r , a _ i fY~. ~ ti!°~RMkJ ~i..m:irt :'4s_~. l; -s-g 'may 1 r tl '<'f • i T "X .d a -Y_M 'i ate- M ~ii1..../ - y/ t 1yT '+t2 . M .yr r{ { { 1 I 8 y: rage" X ."'~+~'i ?ir,: ; ~r! y,,, y'';' "A r,`' y } r 1 :.w •w i~.f `'r'°K ' Photograph taken of the proposed location of the Rock Revetment on the Sinclair Property. This photograph was taken from the west edge of the property line, facing southeast. Highlighted are three of the six flags placed that denote the seaward edge of the proposed revetment. g - SINC'IAIR Property Situatc: 29$27 Maid Road, Oricia, NY, 11.9,17 - SCI'M#: 1000 - 1 1 - 02 - 01.8 . 'i 1'P ~i PPP t;,, - ~ . ref ' _ ' r^ ' - . wF , i ~ _1 e - - -sClais°io _ j.> •v ;.,,1-L• - ' S _ . `_Y'~ _ ~ Y _ Photograph taken of the proposed location of the Rock Revetment on the Sinclair Property. This photograph Novas taken from the %vest edge of the property line, facing southeast. Highlighted are five of the six fags placed that denote the seaward edge of the proposed revetinent. The flag highlighted in yellow marks the bottom of the proposed beach access stairway. SI`'CI AIR Property Situate: 29827 Main Road, Orient, NY, 1195 7 SCl'M#: 1000 - I I - 02 - 01.8 I } Si • _ t 4~ ,i } A - - Photograph showing the current con(litiorn ot• the blut'l glee. Evident in the photogg-apil is the instability of- the bluff, and the necessity of a bluff stabilization f)r()ject. SINCI.AIR Property situate 29827 Main Road, Orient, NY, 11957 SC"I'M#: 1 )00 - I t - 02 - 01.8 Alt .lv Z 4h - his'-J' ~~y~ ~r r'~ ~ ; ~ :~L •~+e e g ' + .-_'r? .tea..-Me _ 'L T * ` 2 iv ~tA w,,,i ,C > A~f' ~r~ ` • w ~a ~ e c . }~:V+ - q'" ti ` Photogl-aph taken of the proposed location of the Rock Revetment on the Sinclair Property. This photograph was taken from the center of the northern property line, facing southwest. Highlighted are three of die six flags placed that denote the seaward edge of the proposed revetment. The flag highlighted in yellow marks the bottom of the proposed beach access stairway. w m Ml. CI.AIR Property SIN Situate 29827 Main Road, oric>>t, NY, 11, 57 SC`I'Vi#: 1000- It - 02 -01.9 -AP- ~ 1_ l r iJ .t, ^ 1 Alm~y ~~"~}1y ~yiy~. ` ~1~~•Tli•'- ~,'`Jrj ~ rd~,. ;.~~~t'~~'i~M.~ ` ~ ~~~v ~ - 'y as .r w ~~t v r' ~~i Y 'i~ ~ ~ . •y~'! -l~• l~. L'1 t4 - "s t~ T•'! s~1 : `rw-` - A.'~'.~~ ve, - rl.~+: d >>rr•,i ',..r~ - p KhY 2.c 4 0-7 er+~f? ,~'3+~ia ~ s +t~~ w~~ ~y ~~//j/~, y14. ~ ~ +~y ~t,(y'~C' •4~,e j .`y f f' i, tt 1 q, fir- _~'t. ~~1,~' - , • r D!~?. ~ ~ ; s. ,i-,~ `,~,r~5~:y, ~ ,1_ Photograph showing the Signpost marking the entrance to the property. Note that caution tape is tied to the sign post to aid in guiding inspections of the pi-operty. N p 50 UND G N - - - - L O N I94.36i WON M. T9Mf'~' E. grl 13 e o ~ a~ o 12 A 4 "PP z U1 P 5.6764 Acres to Tie Line N O N - d7. PL 7;;ivw WAY of ~ w r Ri9ht eAO+. L ""rte s 1,9.38,30' w. WNIV IL 4# . Qw TFg ItATURE COWMVANCV rt a O IL l Ito NOV 1 3 %013 MA So,M1ho;J iown O K oar Tutce q~ ~s'''>~a,. _ ~N Y S R SURVEY OF t e ?sJ PROPERTY AT ORrIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NY. w w-M-02-to Scab: 1" = 60' . Nov. 23, 1996 Ago 20, 2013 AUGUST 23, 2013 (revisions) F NEW s ` * It ANY AL 1¢A M AatTIW WSrIf A NGLU7RW ~7 ill Eo11~AgllwF. S Y.S. L1C. NO. 4908 YLI+ D IYcANr'Y I AMMO LAW -AL it PECA~VC YARS, P.C. par~ ,Awwpmnor ~ yp"A" fi3i/ 7i3 - 3pP0 R "16311 736-1797 7NOLwr-TO-0M /E''Ut OT N ~N ~A REFERENCED TO NA D CONTOUR LINES ARE 1230 MAMER STREET SOUTNOLDr N,Y. 119" 96-307 5r OPE OF WORK: PROPOSED LONG TSIAND SOUND < I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF AREA OF WORK OR SHORE Rr=5T0RATION PLAN FORT L9a3s Ma LEGENM T• GRADE AREA IMMEDIATELY WRROUNDIN0 BEACH TO THE MATCH ARMOR NEISTONE,6HBORIN6 TO ADJACENT PROPERTIES, ERECT CONSTRUCTION FENCE ALON5 EFFECTED RESTORE SURFACE ELEVATION O OF F BE 51TUATE AT, PROPERTY LINE. ORIENT, NY 1419`190011$ FOR WORK IN ~ TOWN OF SCUTHOLD gy~i'- a PROPERTY LINE 2. SEE FILL AND COMPACTION NOTES PRIOR TO ANY 51TE WORK, AREAS. Ab, Not a SUFFOLK COUNTY, NEH YORK THIS. SEE q 3, CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO EXCAVATION. 6, USE AN ESTIMATED f514 CU,YDS OF CLEAN SANDY FILL (OBTAINED STAIR AND REVETMENT CONTRACTOR SHALL COORDINATE REGARDING FROM BLUFF CREST REWORK AMC) EXCAVATION 0 B.O. BLUFF) FOR IV ~N~W Y L1t( "1V 5CTM NO., 1000-14-02-1.6 EE OBJECTS TO BE REMOVED OR REyORKED STONE / STAIR POST LOCATION, THE PURPOSE OF RESTORING THE BLUFFS SURFACE ELEVATION TO 175 $ SONG UP ~n ZONING Gh WA PROPOSED 4, ALL DEBRIS FOUND ON BLUFF FACE SHALL BE REMOVED PRIOR TO THE NATURAL GRADE, NOTE ALL ERODED, WASHED OUT OR GULLIED 7 ~1 CO~~ USE RES1DENTIDENTIAL D START OF CONSTRUCTION AREAS SHALL BE RESTORED TO THE LEVEL OF THE AVY6ENT BLUFF BOO-212-4450 1611 81 FITA FLOOD ZONE, WA PARTIAL PLAN E, a. REMOVE CONSTRUCTION DEBRIS AND THE LIKE FOUND ABOVE GRADE, FACE' b. REMOVE ALL L'FROOTED' DEAD VEGETATION, DEAD VEGETATION SHALL q• INSTALL TERRACING AND PLANT BLUFF FACE PER DWG N02, SEE 'FILL, SITE DATA, EXISTING, PROPOSED, a IN EXI5TIN6 WILDIN6 EXISTING CONTOUR EXISTING SPOT ELEV. x G.0 BE WT AT GRADE, LEAVE ROOTS BELOW GRADE, RE-VEGETATION AND TERRACING 55MNCE OF EVENTS NOTES' FOR www.dlpno'nycll.com AREA OF 5176 247,263A S.F. (THIS DWG) d, HAUL DEBRIS AWAY TO APPROVED UPLAND SITE, PROCEDURES AND REGUIREMENT5, (5.6164 AC. TO TIE LINE) E) 5. INSTALL PROPOSED BEACH ACCESS STAIRS, SEE DWG. N03 FOR 10. PLANT PROPOSED 5HRt1B5 UPLAND WHERE INDICATED ON PROPOSED wor other states) UPLAND EX. BLDG AREA, PF PROP05ED CONTOUR 6 - _ RC7M1REMENTS, CONSTRUCTION AND SCOPE OF WORK. PARTIAL SITE PLAN, THI5 D1,65. excavators and nd contractors wording In the e CONSTRUCT PROPOSED ARMOR STONE WALL 3195 FT LONG, By taco, boroughs of New York k City and Kassa and Wind In the DWELLING 12,28324 5.F. N.O. of cont CONSTRUCTION OF THE AS FOLLOWS, flue lk Counties on contact ueeu and RF OVR PORCH $36.61 5.F. INC. q EX, U19 PROPANE TANK contact RP OVR PORCH 16746 S.F. N .C. \ EX. SAN S.T. PROPOSED SPOT ELEV. x 6.0 A. EXCAVATED TO ACCOMMODATE PLACEMENT OF TOE STONE, CAP Soot. 1COD-272 or Loop Isv I, land at must t least 46 hours no mom than n 10 to working days (exdudlng 8 hours I udIng 0,494515.F, N.O. J p STONE AND RIP RAP. but n DIG Not. begf Nctudlnp EX. 2 5TY EX, SAN. L.P. )spinning y B. INSTALL (U ROW OF ARMOR STONE (TOE STONE) ONE STONE DEEP weekends s and t legal holidays) prior to o beginning AND ONE STONE HI6R (0 BELOW 6RADO AS DEPICTED IN SECTION an any mechanized tll0gang ing or azmvegan work to i work *ad. to LOT COVERAGE CAI-C., DWI S W r ROOF OVR PF PROPOSED STONE STONE 'A", DW6 No. 2. ensure underground lino are marked. Nted TOTAL BLDG AREA /AREA OF SITE :LOT COVERAGE PORCH 121 WOE 7 y BELOW REVETMENT. 6RADE O, INSTALL 10' - 13' RIP RAP (50-100 LB CORE 5TONW) LANDWARD OF Excavators and contractors can also submit submit ±3,44451 50.FT. / 247;263.6 5Q.FT. = 0.01413% SEYH wow, L'ttR TOE STONE, I&' IN DEPTH (MINI AND UNDERLAIN WITH FILTER CLOTH - locate requests online, through ITIC. It you do not 24-To not LOT COVERAGE = 1.41% N~ E><WELL) PRODIKTION5, INL. 5H SHAPED STONE p BEACH ACCE55 5TEP5 STONE 4 SEE SECTION 'A' currently use ITIC, please call 1-600524-7603 o r BELOW D. INSTALL (U ROW OF ARMOR STONE (CAP STONE) ONE STONE DEEP for mom Information, 6RADE AND ONE STONE H16H, PLACE TO, STONE 0 6RADE LANDWARD OF For safety reasons, homeowners an strongly TOE STONE) AS DEPICTED IN SECTION 'A", DW6 N02. encouraged to call as well when planning any strongly 517E PLAN BASED ON ORIGINAL SURVEY BY, WO/F tiny any PECONIC SURVEYORS, P.G. EDWARD N E, INSTALL (4) ROWS OF ARMOR STONE ONE STONE DEEP AND ONE type of digging on their property. Homeowners WO or eownars JOAN TRAVELER STREET JAMESPORT, NY 11447 N 0 mo PH PHOTO KEY / q ~ STONE 1116H, (ABOVE 6RADE) AS DEPICTED IN SECTION 'A', DWG N02, can contact us directly at 1-6OD-272-4460 or by ieo D r w. or b SURVEYED, NOV. 23, 1496 $ LONG INCLUDIN6 THE BEDDING, THE BASE OF THE STRUCTURE WILL EXTEND calling 611, the national call before you dig /uu dlp LAST UPDATED, AU6. 23, 2013 M0N UFI 'fled on UTILITY POLE 1?( q APPROXIMATELY 11.0 BELOW 6RADE (APPROX. EL. -467. number. For excavation work completed on 'foes DANA, NAVO ? F. THE ARMOR STONE WILL BE INSTALLED 50 THAT THE E06E OF THE personal property, it is the contractor's contact o contact TBR = TO BE REMOVED TOP LAYER OF STONE WILL SIT LANDWARD OF THE BASE STONES OIONat, Having Having responsibility-NOT the utility horn lines marked d prior to BELOW IT, THE STRUCTURE SHALL NOT ENCROACH ON THE EXI5TIN6 mm to APPLICANT/OWNER, EX.5HED TB 1 al. ELEVATION BEACH, THE STONES AND BANK WILL AGAIN BE SHAPED, 6RADED dIB91np is free e of charge, 51NCLAIR PROPERTY O REMAIN AREA ftU 61 AND FILLED AS NEEDED TO ENSURE A STABLE ARMOR STONE WALL aE GENERAL NOTES- BE/ I. BEACH ACCESS 5TAGIR~5 SHALL BE INSTALLED PER 'BEACH A( AGGE55 STAIRS - 5',OPE OF WORK', N.Y•5• WILDING CODE Al AND INFORMATION PROVIDED ON DWG No.3 T ;S 0LIND 2. ALL HARDWARE 5HALL BE 6ALVANIZED, U.O.N. I STONE SEAWARD OF ADE BLUFF BLUFF BILL OF MATERIAb 2. AL 3. NO 'ON ITE' FI I M I F FROM PROP. WORK -~EXSTNC' Pp 3. NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEI6H5ORIN6 PROPERTIES OR 5EAHARD OF PROPOSED REVETMENT /^1 dry.-.JLI~A' y ~l JJJVVV SHALL BELOW GRADE QUANTITIE5 RESERVED FROM, 4. 55 4. 5EE COMPACTION (DWG Not) NOTES PRIOR TO COMMENCEMENT T `A`-~-r FOR TYPICAL ELEVATION 1 v A SEE SECTION 'A', DWG. NO-2 2 REWORKING BLUFF CREST • 1104 CU.YDS OF OF WORK. EXCAVATION 6 B.O. BLUFF = 1616 C/U~~YD5 5, THE 5. THERE ARE NO VEGETATED TIDAL HETLAN05 ON THE SITE. U m 2 r11')WM P. 31g5' L6 P, 1195' La STONE REVETMENT TOTAL ESTIMATED RESERVED ON SITE FILL = 1722 0U.YD5 6. ELI 6. ELEVATION5 ARE REFERENCED TO N.G.VA. DATUM FOR TYPICAL E OR TYPICAL ELEVATION E> EXISTING 4EVATION5 ARE 5110WN THUS, .W p..q SEE SECTION 'A EE SECTION A', DWG. N0.2 BLUFF AREA TO BE RE-NOURI5HEP E> WITH APPROXIMATELY 1514 CU.YD5. OF CLEAN SANDY FILL EXI5TIN6 CONTOUR LINES ARE 51-OHN THUS, -9- r • ~ ' 2 fsl r STONE LAN SHALL BE. STONE LANDWARD OF BA. BLUFF TO RESTORE BLUFFS SURFACE ELEVATION. USE RC5ERVED FILL FOR INTIAL RE-NOURISHMENT, SHOULD ADDITIONAL FILL SHALL BE ABOVE GRADE BE REQUIRED TO ATTAIN PROPOSED GRADES THEN IT MUST L RLQL'05ED WORKWORK SUMMY TIE LINE ,r. • ' - FOR TYPIG - ..._w,,,.,...INST _ FOR TYPICAL ELEVATION 13E TRICKED IN FROM AN APPROVED UPLAND SOURCE, THIS F RC INSTALL PROP05ED a195 LP STONE REVETMENT AND {T) ~•1 19q.36 - ' x = SEE 5EGTIf c F•~c c SEE SECTION 'A', DWG, No,2 PROPOSAL RESERVES THE RIGHT TO AQUIRE MATERIAL FOR RE-' PROP05ED *51 HOOD BEACH A.CGE55 STAIR• TERRACE AND RE-VEGETATE BLUFF. F.cy cr t' E THISP(RP05E, ALL PILL USED SEAWARD OF T.O, 13LUPPMUST BE N19019rp0 ~ . , ~~e `t X12 FOR FOR CONTINUATION OF STONE CLEANAND OF BEACHCOMPATBILE GRAIN SIZE TO EXISTING SAND W m ' "7 k \6 REV 6 REVETMENT AND TERRACING POUND ON SITE AND MUSTHH PURCHASED FROM AN APPROVED X 6 2O SEE 10 SEE ADJOINING PROPERTY UPLAND SITE. -22 STONE MANTITIESt ~Qo ~Ct 'c 2 22 20. 3 TO 5 TON ARMOR STONE. 11,175 TONS as d=~ 76 50-100 LB5 CORE STONE = x290 CU.YDS r~ NOTE,, FILTER FABRIC AS NEEDED E-H D- PROPOSED REVETMENT STONES 3 SHALL BE PLACED, SHAPED AND tic W r~ s-4- FNg WORKED TO CREATE STONE STEP TERRACE AND caNC, MON. POCNCM \ \ PLANTING ON ELL" FACE. - I PLANT BLUFF FACE WITH NATIVE VEGETATION, INCLUDING BUT ~j N FOR BEACH ACCE55, INSTALL RE-VEGETATE AS SURROUNDING STONE IN A MANNER INDICATED 4 NOT LIMITED TO BEACH GRASS AND 5WIT(H GRA55 15EE N, PLANTIN6 %H. FOR ADDITIONAL SHRUB PLANTI1455) THAT WILL GUARD WOODEN BEACH SEE SECT A', 5HT 2) STAIR STRUCTURE FROM WAVE PROPOSED APPROXIMATE AREA = 15)536 5F ACTION. TOP OF BLUFF NOTES THE AMOUNT OF RE-VEGETATION WILL BE LE55EWO BY THE LUFF AREA OCCUPIED BY ESTABLISHED, STABLE EXI5TIN6 VEGETATION 1 W TERRAGIN6 ON BLUFF FME, 5 5 T, 0.2- EXISTING TOP OF BLUFF 15 REWIRED FOR THE PURPOSE OF STABILIZING DISTURBED $01E NOV 13 2013 ENGINEER, \2 W TO BE REWORKED AND TO REDUCE ER.05ION 6 APPROXIMATE AREA = 35,636 S.P. Soodi.l3 m.+n Q F'ROP05ED TOP OF BLUFF FOR OONTIN)ATION OF STONE 0 PROP05ED TERRACIM, SEE DWIS NO.2 REVETMENT AND TERRACING SEE 22 3 FOR INSTALLATION REQUIREMENTS U ADJOININS PROPERTY FrO \ AND BOXED NOTE FOR OTYS (THIS PW6) coNc. FX15TINO GRADE PROPOSED RE-VEGETATION, PROP FFAr.H ACCESS STAIR, 1~0N \ BB TO BE REWORKED / SEE DWG NO,2 FOR REQ'Mi5 AND BOXED 3k'-- k W' LONS WOOD BEACH ACCESS STAIR, / NOTE FOR QUANTITIES, THI5 PLUG an.ar ~ 'd E R T 11 INGLUNVE OF ENTRY STEPS, (I) EI-N1'TRY EXISTINS SAZEBO JEFFREY T. BUTLER, P.E. PLATFORM , (2) LANDINGS - (I) Iy BENCH AND TO REMAIN ~o 435' MATION O N79.3ti'3a'8 219.04' N o SEE 4' WIDE DWG X 310 W LS FOR STAIR INFOR R BASE PLATFORM. s~ \ 1° w 2T9.04} ~ ~ Ut 80' W T D F' W A Y' 579°38'30' W PPOP09EPI-1 ISARDEN AREA SHALL BE ` PLANTED IV NATIVE BUSHES AS INDICATED TD H T F HDRk ~ TT ry ~ ~ IN PLANTING SCHEDULE, PLANTED TO INHIBIT p25 ea5" R T O 3ss.te~ Y ~'~~'+r11d"i ~e Jp~~ t IW l 98 Pav i LL- STORM WATER RUNOFF FROM REAGHINS 6 uo~ir ~rlµ~'~j1~l e~, uF,' 41 tr i~Q~1 ~1 iF~w~~v{M~i~Nrr, n..l Z I)7 BLUFF FACE. rn ,JFtI ill r ~ "~I 4g'l c, ! i Y. dpi ~1~3ii !n~~p~lp 11B s xh4 7 n I~I^I UJ z H 7 I>ja ~'rti~,Nw{ T z O i 8 W/P 'A T,l NATURE 'j ; ~PM4~'fh ~ f Prr N \a (ON5ERVAWY gill o < 0 O s WAIF R 4b HARRWN M. UEMARE5r 5 ~ .xa .R. eE al H ' z ~ ~$O t-R 2 -j v Q EX15T0. U/G ~ \ab EXI5TIN6 PROPANE TANK g O'I'M o,i.m ^Vi e r a x VNb 11" i1~iM~1 7~ Vl r O O I 1-I' 2 STY PHELLINO IV ROO/rr OVR 2 IPORGHES ~o ~7 tt li°~V v~7r ~~~~ly' flb~NSh rolf ~Y~~ yell (V (IN rc 1e44µ1 i Idbn! j ira :.a t 11 A A _ _ Ya O HORK) L l EX15T. ~g Wpb fll, NOS. 5AN 5.T. 9 RD, 4 E.L. KLUMB 14,; °s. .~h~sriH~c'.4~1e1uYa*.I?bw,•SFd;I€'° .y 4 a,lVS N O ~p `t- a5' LOGATION MAP: .l NOT TO 51, ALr: a I +Vqr~, St.YO+q, z Q O NOTES 0 Q EXIST. (N'YS, Rt, NMACHINERY AC 5AN. L.P. MACHINERY ACCE55 FOR REVETMENT 15 PROP05ED FROM THE 'ZS) RESIDENCES W RESIDENCES WEST 51DE OF DWELLIN6, CONTRACTOR TO DE5GEND FROM CENTER FROM CENTER OF PROPERTY PAGE: PROPOSED PARTIAL SITE PLAN 51 TE PLAN FOR It~OF FOR IWOW%TION REGARDING PROP'F PROP05ED STONE REVETMENT, RE-VEGETATION AND TERRACING M REarrrs, RFMffS, SEE ELEVATION 'A', DH6 Not 20 10 O 20 40 60 80 8 5' PROP0E D BI 0 40 eo 160 5EE DWG PPOP05W BEACH ACCE55 STAIR PE516H AND CONSTRUCTION REG'MT5, SEE DWG N03 GRAFHIC 5CALE I" = 20'-0' GRAPHIC SCAL LE I" = HO'- -O"' of 3 i S wwwAignemycli.com IN YX CV or PROP05ED NEW SHRUB/I ED NEW SHRUB/ BUSH G wurx.ce11811.am V' yj,/ I I \ I ~y (for other states) PER LANDSCAPE 5CHEDL (SEE 5HT I), MIN 5'-0" 04 D5CAPE 5CHEDULE I), MIN 3'-0" OIC PRUNE 1/8" OF LEAF AREA BUT RETAIN NATURAL FORM I I \VI 'I~/• 800-2~2-~~80 ~ 811 1l SPRAY WITH WILT-PROOF L EXISTING SHRUBS, \ ' \ TO REMAIN IF F ORpING TO MFG'S IN5TRUGTION5 IF FOLIAGE PRESENT By law, excavators and contractors working In the For safety masons, homeowners an strongly III boroughs of Now York City and Nana and encouraged to all sae well when planning any Suffolk Counties on Lang island must contact type of digging on their properly. Homeowners EXI5TING BLUFF FACE GROUND LINE E TO BE SAME AS DlgNet, 1-BOD-272.4480 or 811, at least 48 hours can contact us directly at 1-800472-0480 or by AT THE NURSERY but no mom than 10 working days (excluding calling 811, the national call before you dig GULLIE5 LANDWARD OF EX, STONE WALL 1 ~I rll.h E5TABL15HED VEGETATION weekends and legal holidays) prior to beginning number. For excavation work completed on any mechanized digging or excavation work to personal property. It Is the contractors + 5HALL BE FILLED AND GRADED TO THE V'tiII "v„h, 18" MIN. FOR UI 77 OR MEANS OF STABILIZATION ensure underground lines am marked, responsibility-NOT the homsowners_to contact 5"KV Yrye LEVEL OF ADJACENT BLUFF FACE, PLANTS UP TO 4 I I'. (PLANTED GRASGES OR TERRAOINS) Excavators and contractors an also submit DrgNeL Having utility Unee marked pdorto REINFORCE BY iERRAGNG AND I HIGH, 20" MIN 6,PLANTING H/ APPROPRIATE NATIVE FOR PLANTS 6' MIN REMOVE BURLAP FROM TOP locate requests online, through ITIO. If you do not digging Is fns of charge, currently use ITIO, please all 1.600524.7603 VEGETATION. !,(/J S OVER 4" H OF BALL for more information. PROPOSED BLUFF FADE BAGKFILL WITH TOP501L I PEAT- M055 3,1 RATIO BY VOLUME IN 9" 15. ED 13EAGH / TYPICAL SHRUB )HRUB LAYERS-WATER EACH LAYER UNTIL BE PLANTED PLANTINQ DETAIL DETAIL 5ETTLED. DO NOT TAMP •y+;i' TED IN N.T.S. Y'` y s 6" FOR PLANTS UP TO 4' HIGH m I m TERRACING, ` N NG"$GHEDUL~ J'^ 5 5" FOR PLANTS OVER 4' HIGH 9 REWORK TOP OF BLUFF AS SHOWN, RESERVE O . L~ USE 2x2x4' LONG GGA TREATED STAIKE W/ 2x6 MATERIAL (FILL) REMOVED FROM BLUFF U CRE5T AND USE AS FILL ON BLUFF FACE - D- d GGA PLANKS SECURED TO 5TAKE5 IN INSTALL TERRACING PERPENDICLLAR DOWNWARD SLOPE, SECURE 2x6 PLANKS pOI pl J T 5: EL, 44.0' PROPOSED SO01GRA55 TO BE PLANTED IN LJ i _ NEWLY EXPOSED SOIL. PLANT LANDWARD EL, 44.0' ADJACENT PLANK$ ALONG HORIZONTAL PLANE. &ENERAL NOTES: 1. BEACH ACCE55 5TAIR5 SHALL BE I \IR5 SHALL BE INSTALLED PER 'BEACH AGGE55 STAIRS - 5(,OPE OF OF PROPOSED TOP OF BLUFF a_ XW TIMBER .~g I L-RACE RETAINING HALL WORK', N.Y.5. BUILDING CODE AND )INS CODE AND INFORMATION FROVIDED ON DWG N0.3 TALL BE GALVANIZED, U,O.N. EL. 42.0' FASTING SOD/6RA55 -I- - EL. 42.0' AND PLANTING DETAIL 2. ALL HARDWARE SHALL BE SALVAI - 3. NO DEBRIS SHALL BE PERMITTED T BE PERMITTED TO FALL INTO NEIGHBORING PROPERTIES OR 5EAWARD OF PLANTIN6 TO REMAIN 5CALE,NONE PROPOSED REVETMENT. MENT. EL. 40.0' - 4. SEE EL. 40.0' 5• THERE ARE DEMOLITIONNO VEGNETATED TIDAL^EL. 38.0' ND GOMPAGTION (DWG No.2) NOTES PRIOR TO COMMENCEMENT OF WORK, iETATED TIDAL WETLANDS ON THE SITE, EX. DWELLING EL. 36.0' EL. 36.0' EL. 36.0' EL, 34.0' III EL. 34.0' ANY ERODED AREAS SHALL BE FILLED AND GRADED TO THE LEVEL OF THE ~$Ft ADJACENT BLUFF FACE (ATTAIN NATURAL EL. 32.0' xi, EL. 32.0' GRADE PRIOR TO SANDY) ~ m PROP05ED 5HRU35 TO BE PLANTED AS AN ALTERNATE TO EL, 30,0'l EL. 30.0' BEACH GRASS WHERE CONDITIONS ALLOW. PLANT 3'-0" ON . l4fi.ti'31u 4 (;w~,+?i~ti•.,¢'t,,CENTER, SEE PLANTING SCHEDULE AND DETAIL, THIS DNS EL, 2DO m EXI5TING VBSETATION SHALL REMAIN IN PLACE, (3 QD EL. 26.0' SEVERE SOIL ER05ION' AREA DELIBERATE CARE 5H ALL BE TAKEN NOT TO DISTURB ROOT BASE OF EXISTING PLANTING5. (POST StIFER STORM SANDY'). W m~~ FILL PER NOTE 4, SEE 'FILL, RE-VEGETATION AND 7N AND ffy+ o 16 ' 'VilI.+SIr +r„ EL. 240 TERRAOIN6 SEOUENCE OF EVENTS, TH15 DWG. N X LL COMPACTION NOTES, Sao SUB GRADE EL. 22.0' CIS 6ENERAL 1. IN ORDER FOR THE PAVEMENT TO BE DURABLE, THE WB GRADE WET BE PROPERLY PREPARED. THE CONTRACTOR SHALL PREPARE THE SUB GRAPE IN ACCORDANCE WITH THESE SPECIFICATIONS, USING THE NECESSARY MEANS AND MATERIALS TO PROVIDE THE SPECIFIED RESULTS. NOTHING IN THE FOLLOWING 51TUA7IONS CAN BE FORESEEN. THEREFORE, NOTHING IN THE FOLLOWINS SHALL RELIEVE THE BULLIES SHALL BE FILLED AND GIRADED EL. 200 200 CONTRACTOR OF THE RESPONSIBILITY TO NOTIFY THE ENGINEER OF SPECIAL PROBLEMS, AND W THE END, TO PROVIDE A SOUND 5.15 TO THE LEVEL OF ADJACENT BLUFF 6RADE. FACE, STABILIZE AND REINFORCE BY PROPOSED BEACH GRASS TO Oi BE PLANTED AS INSTRUCTED Ca EL, 20,0' y> 2. ZINC SOIL TEST DATA TERRACING AND fLANTINIS H' EL. 00 IN PLANTING SCH., THIS DWG m A. AT ITS OPTION THE ENGINEER MAY PROVIDE SOIL TEST INFORMATION TO THE CONTRACTOR. IF PROVIDED, THE DATA WILL INCLUDE APPROPRIATE NATIVE VESETATfION. CLASSIFICATION OF THE 501L IN ACCORDANCE WITH THE UNIFIED 501L CLASSIFICATION SYSTEM (ASTM 0249T), THE 516NIPICANCE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER. B. 501L5 DE$16NATE0 AS HIGHLY EXPANSIVE (CHI, MHO, AND OW MAY REQUIRE LIME STABILIZATION AND/OR 5ELECTIVE REPLACEMENT EL, 160 a WITH SUITABLE SOILS. SUCH SPECIAL TREATMENTS WILL BE DETAILED IN THE 51TE BID DOCUMENTS IF THE COST 15 TO BE INCLUDED IN PROP05ED TIMBER TERRACE N~ EL. Ib.O' THE CONTRACTOR5 BASE BID. 14.0' RETAININS WALLS SHALL BE 1145TALL A,r,,,•, Lu F-' 6, SOILS DE516NATED AS HIGHLY ORGANIC (OH, OLD, AND PT) MAY REQUIRE SELECTIVE REPLACEMENT WITH SUITABLE SOILS. THE NEED EL. 14.0' FOR AND THE EXTENT OF THIS TREATMENT WILL BE DETAILED IN THE SITE DOCUMENT5 IF THE COT 15 TO BE INCLUDED IN THE PER TERRACIN6 SCHEDULE, SEE EL. 14.0' ENGINEER. CONTRACTORS BASE BID, DRAWING N0.1, SEE TERRAOING DETAIL, , tl3' 34' THIS DW6 D. THE 60NTRA=R SHALL INSPECT THE B)B GRADE AND NOTIFY THE ENSNEER OF ANY CONDITIONS REQUIRING SPECIAL 20 TO. PROP. 5TONE RE PROP. STONE REVETMENT EL. 12.0' CONSIDERATION NOT ADDRESSED IN THE 51TE BID DOG)MENT5, THE EXTRA COST OF UNANTI6IPATED REMOVAL WILL BE BASED ON THE EL, 120 ' ,v . Jf-- N ACO~/1Y CI All AI ~Av CI All A. UNIT COOTS PNlNIVCV>WIh IITC DAM DIV. INCV~ I ur urvAV l~rn w~r~v nv,. cn v, v,.v .~,n 4v w.~ NEGOTIATED. EL. 10.0' i 5110 GRADE PREPARATION h Xf '1 ~'y'i ' EL, IOA' YA '1 ~ P I Ih J 1. THE CONTRACTOR SHALL REMOVE ALL VEGETATION, SURPLUS SOIL, DEMOLITION RUBBLE, AND OTHER UNDE5IRA51-E MATERIALS. SUCH MATERIALS SHALL BE PROMPTLY HAULED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH GOVERNING LAWS AND COPE5. THE PROPOSED STONE RE 3-5 POSED STONE REVETMENT I EL. 8.0' CONTRACTOR SHALT. SHAPE THE SUB GRADE IN ACCORDANCE WITH THE GRADING PLAN, TAKING INTO ACCOUNT THE THICKNESS OF THE $T0 TON q 3w-5^ - 4."1A A54 RMOR STONE 1 'ON ARMOR STONE PAVING SYSTEM. THE TOLERANCE OF TH15 ROUGH GRADING SHALL BE WITHIN 1/2" HIGH TO 1° LOW. WRING THI5 OPERATION THE 5 ' PROVIDE FILTER FABRIC AS SHOWN, ° EL. 6.0' 00 ENC,ASE CORE STONE ALL SIDES. ' • 4.154 STONE, TYP) CONTRACTOR SHALL NOTE ANY SOFT AREAS THAT BECOME APPARENT AFTER TRAFFIC BY CONSTRUCTION EQUIPMENT AND LOADED TRZK5. SUCH SOFT AREAS SHALL BE REPORTED TO THE ENGINEER FOR DETERMINING, THE METHOD OF TREATMENT REQUIRED, IF ANY. 2. MAINTAINING DRY 51TE CONDITIONS, USE U.S. FABRICS, P/N U5230 W(~..~Sv`l,- PROPOSED STONE RE '05m) STONE EL. 6.o' JEFFREY T. BUTLER, P.E. REVETMENT DURING PREPARATION OF THE 5U5 GRADE AND UNTIL THE PAVING 15 IN PLACE, THE CONTRACTOR SHALL FROMPTLY TAKE REASONABLE EL. 4.0' SHALL NOT ENOROAC E/XI5TIN6 BEACH L NOT ENCROACH ON nNG BEACH EL, 40 Q,! MEASURES TO OBTAIN AND TO MAINTAIN A PRY 517E CONDITION. SUCH MEASURES SHALL INCLUDE PUMPING OF FREE SURFACE WATER MINOR HAND AND/OR MACHINE SHAPING TO FACILITATE WATER REMOVAL, AND OTHER OPERATIONS TO SPEED DRYING. 3, NATIVE 501L COMPACTION, PROP. 50-100 LB CORE STONE (10' TO 13" I,• B.O. EXIST AND PROF EXIST AND PROP, BLUFF O COHESIVE AND COHE51ONLE55 NATIVE 501L SHALL BE COMPACTED TO 15% AND 100% OF THE OPTIMUM DENSITY, RESPECTIVELY, PRIOR TO PLACEMENT OF FILL, EL. 2.0' RIP RAP) TO BE PLACED ON AND AROUND 0 APPROX. EL, t2A' FILTER FABRIC, TO PREVENT SCOURING 'PROX. EL, t2A' EL. 2.0' z NNN 4, FILL SELECTION AND COMPACTION, NOTE THE M05T C05T EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED: EL. 00' UNDI5TURBED LL EL. 0.0' -5ANP-6RAVEL MIX (1.5 TO 3% FINES ( 0.02 MM MP CBR > 11), ALL PLANTED VEGETATION WILL REQUIRE EQUIItE , ~ y 5 .r„ . -GRAVELY 501((3 TO 6% FINES < 0.02 MM AND CBR) MONITORING OVER 3 GROWING SEASONS. -SANDY SOILS (3 TO b% FINES < 0.02 MM AND CBR > 8), , -51LTY GRAVELY 501L5 (6 TO 10% FINES < 0,02 MM AND 68R > 6), t1~„ ° a• , UNDIIRBED IRBED H -51LTY SANDY SOILS (b TO 15% FINES < 0.02 MM AND 613R > 8), tl.l -CLAYEY GRAVEL SOILS (OVER 20% FINES ( 002 MM AND CBR > 5), p~ CW7 z !F. - z Q~ -CLAYEY SANDY SOIL (OVER 20% FINES < 002 MM AND CBR > 5), FILL. RE-VEGETATION AND TERRAG I N6 SECTION 'A' RAGING BD,~R~VETMENT"(TOE REVETMENT"(TOE STOW 5. THE ENGINEER RE5ERVE5 THE RIGHT TO HAVE SOIL TEST5 PERFORMED TO CONFIRM THE SUITABILITY OF ANY FILL MATERIAL, THE SEQUENCE OF EVENTS NOTES: PROFILE OF PROPOSED STONE R_FV TMENT s APPROx. EL, tAb' PROX. EL. tAb' i N W p Q CONTRACTOR SHALL SPREAD ANC, GOMPACT THE FILL MATERIAL IN 6 INCH MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO q5% OF . ~ ~ZQO THE OPTIMUM DENSITY. COMPACTION SHALL BE ACCOMPLISHED AT NO LE55 THAN OPTIMUM MOI5I1RE CONTENT LF TO 2% WETTER, OPTIMUM I. NO RE-VEGETATION OR TERRACING INSTALLATION SHALL OCCUR UNTIL ALL I DENSITY AND OPTIMUM M1015TURE CONTENT SHALL BE AS DETERMINED BY A51M DI55T, NO RUBBLE TRASH BOULDERS OR OTHER DEBRIS COMPLETE ZUR UNTIL ALL CONSTRUCTION 15 TERRAG INC7 AND RE-VEGETATION PROPOSED TOE STONE FOR WILL BE ALLOWED AS FILL MATERIAL IN ANY USAGE TAKEN FROM THE 5UIRROIINDING BEACH OR BLUFF FADE. )R BLUFF FACE. SCALE. N.T.5, CAPSTONE PROTECTION . 6. FOR UNSTABLE SOILS WITH LESS THAN 250 PEP GOHE51ON OR ULTIMATE BEARING CAPACITY OF LESS THAN 500 P5F, 6EOTEXTILE FABRIC 23.. NO SEE FILL PLANTING SHALL SCHEDULE, BE E TAKPLANTING DETAIL, TERRACING SCHEDULE AND TIM HEDULE AND TIMBER TERRACE d~ m SHALL BE INSTALLED IN ALL UTILITY AND PIPING TRENCHES AND TANKHOLES TO REDUCE MIGRATION OF FINE-GRAINED 50IL AND SEPARATE RETAINING WALL DETAIL THIS DWG. P155IM14AR FILL MATERIALS. THE GEOTEXTILE MATERIAL SHALL OVERLAP ADJACENT GEOTEXTILE MATERIAL BY A MINIMUM OF 12'A5 NECESSARY TO COVER THE INTENDED AREA. GEOTEXTILE FABRIC, SHALL BE 6TFI3OFX TYPAR 3401, 67150EX, OR TYPAR 3601 AS 4. USE RESERVED' ON-51TE FILL ACQUIRED FROM REVETMENT EXCAVATION AN EXCAVATION AND REWORKING MARKETED BY EXXON CHEMICAL AT -BOO-54-EXXON, BLUFF CREST (SEE BOXED MATERIAL NOTE, DWG No) SHOULD ANY ADryDI~TI~, ULD ANY ADDITIONAL FILL BE :ED IN AND PURCHASED FROM AN 1. BA6KFILLING TANKHOLE5, ETC,, REQUIRED TO MEET PROPOSED GRADES IT MUST BE TRUCKED IN AND RR( '~H COMPATIBLE 6RAIN SIZE). 7 zo BACKFILL FOR ANY EXISTING TANKHOLE5 SHALL MEET THE REQUIREMENTS OF THI5 5EGTION. LIKEWISE, BACKFILL FOR OTHER HOLES LEFT BY APPROVED UPLAND SOURCE (CLEAN SANDY FILL OF BEACH COMPATIBLE t REMOVAL OF 5HIMMIN5 POOLS, BASEMENTS, ETC. SHALL COMPLY WITH TH15 SECTION ALSO. S. GULLIES OR LOW POINTS WITHIN THE AREA OF WORK SHALL BE FILLED AND BE FILLED AND 6RADED TO THE A N t- O 0 2 m 0 8. DMKFILLING TRENCHES, LEVEL OF THE ADJACENT BLUFF FACE (THE NATURAL GRADE). L1, DE). V N 0 0 - BACKFILL FOR UTILITY TRENCHES SHALL BE WELL-GRADEP, CLEAN, FRESHWATER SAND, FREE OF 51LT AND CLAY PARTICLES. BA6KFI(LIN6 6. ANY EXI5TIN5, VEGETATION SHALL REMAIN IN PLACE, DELIBERATE CARE 5K ERATE CARE SHALL BE TAKEN z ua SHALL OCCUR IMMEDIATELY AFTER THE LINE OR CONDUIT 15 IN PLACE TO PRECLUDE CAVING OF THE TRENCH SIDES. PRIOR TO NOT TO DISTURB ROOT BASE OF EXISTING PLANTS, INSTALLATION OF THE LINE OR 60NDUIT, A 4 INCH CUSHION OF SAND SHALL BE PROVIDED. 1. ANY DEAD VEGETATION SHALL BE OUT 0 GRADE AND REMOVED FROM BLUE q. AREAS OUTSIDE THE PAVING SHALL BE FILLED AND COMPACTEP AS NECESSARY WITH 501L COMPLYING WITH THIS SECTION, EXCEPT THE TOP )VED FROM BLUFF FACE. TERRACING SCHEDULE PLANTING SCHEDULE 6 INCHE5 SHALL BE NATIVE TOP5011- SUITABLE FOR GRASS. AREAS REMIRIN6 OUT SHALL AL50 BE PROVIDED WITH 6 INCHES OF NATIVE NOTEI LEAVE ROOTS INTACT BELOW 6RADE. PROPOSED GRA56 AREA p~ IFF FACE. TERRACE SLOPE ACCORDING TO 5CN. BELOW. (MU( OF AMHOPHILA EIRPOLI6ULATA) ~ g~ o Q° TOPSOIL FOR GRASS. FINISH GRADE FOR THESE AREAS SHALL BE I INCH BELOW TOP OF CURB. AREAS SHALL BE SLOPED TO DRAIN AT B. ANY UPROOTED TREES, ETC. SHALL BE REMOVED FROM BLUFF FACE. A MAXIMUM OF 4,1 UNLESS OTHEERH15E INDICATED ON THE SITE OR GRADING PLAN. 1. WORK WITHIN DESIGNATED AREA OF WORK, CONTRACTOR TO ATTEND TO DI' 0 ATTEND TO DISTURBED, WASHED BEACH BRA% 2-3 COLUMNS PER FLANTINS HOLE 12104, ,'AX. IC,. COMPACTION TE5TING: OUT AREAS WITH EXTRA CARE. THE ENGINEER WILL ENGAGE AN INDEPENDENT TESTING LABORATORY TO PERFORM (1) A STANDARD PROCTOR TEST (A5TM DI551) ON THE FILL 10. APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. SLOPES OF 13 WITH PANICAM VIR6ATUM, SWITCH 6RA55 AT 2-0' 0(., 2 GAL. RRACING TO BE INSTALLED AT SLOPES OF 1.2 SLOPES OF 1.1 OR 6REATER CONTAINER. TE MATERIAL (OR NATIVE 501L PROCTOR TEST (AETM DI551) ON THE FILL MATERIAL (OR NATIVE 501L IF NO FILL 15 USED) AT LEAST 12 HOURS II. TO APPLY FILL. WORK AREA TO 3~F FT OF b' RR SPACNG TERRACING TO BE INSTALLED AT TERRACING TO BE INSTALLED AT AND PROPpf5ED NORTHERN BAYBERRY BUSH (MYRIGA PAGPE: BEFORE THE CONTRACTOR INITIATES COMPACTION AND (2) A NUCLEAR DENSITY 5AU6E (A5TM PA22 AND A5TM D3011) OR SAND GONE a WORK HORIZONTALLY ACROSS BLUFF FACE, LIMIT THE WORK AREA T( 3' O.G. SPACING IOC. SPACING PEN5YLVANII( A) TO BE PLANTED AT A MINIM)M 3 FOOT ON SHALL APPLY FILL IN 12" LIFTS, CENTER. (A5TM 01556) TEST AT A MINIMUM OF THREE RANDOMLY SELECTED LOCATIONS TO MEASURE THE DEGREE OF COMPACTION OF THE SURFACE VERTICAL SURFACE AREA AT A TIME. CONTRACTOR SHALL APPLY FI SUBGRAPE. IF THE RE5ULT5 FROM THI5 TEST FOR THE FILL OR NATIVE SOIL DO NOT MEET OR EXCEED THE DEGREE OF COMPACTION TAMP BETWEEN LIFTS. 5PECIFIED IN THI5 5EGTION, THE 605T OF TESTING WILL BE DEDUCTED FROM THE CONTRACT AMOUNT, AND THE TESTING (2) WILL BE 12, OWE NATURAL GRADE 15 ACHIEVED WITHIN THE SMALL WORK AREA PLANT RK AREA PLANT PROPOSED 1 o D 0 PR!JP05ED BEACH R05E BU5H "A VIR4INIANIV TO TO REPEATED. VEGETATION AND INSTALL TERRACING BEFORE MOVING DOWN TO THE NEX 1 0 1 BE PLANTED? AT A MIN114H 3 FOOT OWN TO THE NEXT VERTICAL ~ BUSH CENTER. 11. THE CONTRACTOR MUST REMOVE THE EXI5TIN6 SANITARY SYSTEM IN ACCORDANCE WITH THE 5TANDARD5 OF THE 5.CD.H.5. CONTRACTOR 15 SURFACE AREA AND/OR PROPOSED BEACH PLUM BUSH (PRUNUS MARITIMA) TO IIr~ 3 2 1 TO NY5DEG APPLICATION No. 2 RESPONSIBLE FOR ALL INSPECTIONS AND 516N-OFF OF SAME:. 13. CONTINUE PROCEDURE UNTIL PROP05ED AREA OF WORK 15 COMPLETED. 12. CONTRACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK "PEP OUT AND CERTIFIED AS EMPTY PRIOR TO RELOCATION. COMPLETED BE PLANTED) AT A MINIMUM 3 FOOT ON GEITIER. L (SEE PLANTIIN6 DETAIL, THIS DWG) of 5 34'1' TREADS AND PLATFORM '1 (U (1) 5.0-6A' LANDING W/ BENCH b~ NotX SURFACES TO 5E WILT WITH ' UNTREATED WOOD OR (4) BENCH Of ~W GOMP051TE MATERIAL j, (PF (4) US CIA PILES • THIS LANDING PL, (PRIOR TO FINAL STAIR TO BASE 7~ 4 (U 4A-4A' p ,'LATFORhU TO BE PLACED 310' LANDING SE, SEAWARD OF B.O. BLUFF ttj 4.0' 800-212-4480 811 www.dlgnetnyrJl.com UBE, 6ALV. HURRICANE or CLIPS TYP. AT ALL cow 'M11811.com CONNECTIONS 4' WIDE STAIR H (for other states) kjBe''~LHOyRASE, BEACH ACCESS STAIRS - 5 _ RAILING TO CODE (TYP1 By law, axcevatom and contractors working In the P TIN66 SCOPE OF WORK: ~ (1) 4x6,4' ENTRY PLATFORM five boroughs of New York City and Nassau and Suffolk Counties on Long Island must contact (TYPICAU DlpNel, 1.800-272-4400 or 811, at least 48 hours 1. CONSTRUCT A W L6 SET OF STAIRS WITH (1) 4%t3' L6 TH (1) 4%0' L6 ENTRY O but no more than 10 working days (excluding STAIR, (0 4'x6.4' ENTRY PLATFORM, 4'Wxiq' L6 STAIR, (U 4' ' L6 STAIR, (U 4-55' weekends and legal holidays) prior to beginning any mechanized digging or excavation work to 2"X12" CGA LANDI146 W/ BENCH, 4'Wxt5 LG STAIR 0) 04' LANDING, (U x4' LANDING, (U 4-}10' L6 40 ~ 0,1001-0 STAIR TO (U ensure underground lines are marked. STRIN&ER5 STAIR (U 6'xW LANDING W/ BENCH AND (1) 4'Wxt10' LG ST) 0 16" O.G. 4'x4' BASE PLATFORM. 0 Excavators and contractors can also submit p A. MATERIALS TO BE U5ED (STAIR, U.ON), N). N 3q' *3' 6.4' 4 laoab requests online, through MC. If you do not currently use ITIC, please call 1-804824-7803 1.2x12 5TRIN6ER5 (U 4A55' LANDING W/ BENCH formom information. I I 2. 2x10 TREADS of t 3.2x4 CLEATS 4.0' BENCH 4-I'' WIDE ENTRY STAIR For safety reaeane, homeowners aka strongly encouraged to call as well when planning any ? 2"X6" GGA ®I6" D.G. 4.4x6 POSTS Qy 5, 2x6 TOP RAIL p W RAILING TO CODE type of digging on their property. Homeowners 2"X10" 6..2x4 MID RAIL can contact W tllmctly at 1-800-272-4480 or by calling 811, the nadcnal call before you dig 1 Ale GGA GIRDER B. MATERIALS TO BE USED (PLATFORMS, UANJ, 2M5,UAN), B 4.0-4A' BASE PLATFORM number. For excavatlon work completed an N POSTS TO EXTEND 1.2x6 FLOOR JOISTS personal property, It Is the aantrsctors 2 ~ .2x6 DECKING, BELOW UNDISTURBED 2 I ? . ALL HARDWARE T TO GALVANIZED. responsibIllty-NOT the homeowners-to contact DlgNat. Haling utiihy lines marked prior to SOIL (MIN) " GG ~U 3. ALL LUMBER TO BE Cc,A OR SIMILAR, UA.N. 7.N. digging Is he of charge. € 4X6' GGA 4, SEE FILL, RE-VEOETAT110N AND TERRACIN6 SEQUENCE 0 INS SEQUENCE OF EVENTS BEACH AGGE55 5TH I R PLAN I I I P05T5 (TYP) NOTES (SEE DWG Not) ~ I I I I I I SCALE. N.T.S. FOR INFORMATION RE6ARDIN6: L -i I PROP05ED TYPICAL STONE REVETMENT, RE-VEGETATION AND WETATION AND TERRAGIN6 REQUIREMENT5, SEE ELEVATION'A', DNS Not WORK, PRF05ED SITE PLAN, SCOPE AND EXTENT OF WORK, GON5TRUGTI ON DETAIL SEE DWG NO NOT TO 5GALF I I LJ j l U m NYS BUILDING GODS 3T6' SECTION RR514 STAIRWAY5 370' 36' SECTION RR314,55EGTION RR514.2 TREADS AND RISERS. THE MAXIMUM RISER HEIGHT SHALL BE 6-1/4 INCHES (209 MM) AND THE MINIMUM TREAD Q ~0 DEPTH SHALL BE 9 INCHES (229 MMU. THE RISER HE16HT SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT PROP05EP NATIVE BU5HE5 TO BE xWW Ll TREADS AND AT A RIGHT ANGLE TO THE TREAD-5 LEADING EDGE. THE ~I 4' WIDE ENTRY STAIR PLANTED WHERPLAN TEE INDIO5EE ATED5HTON X Z - Y STAIR / PARTIAL 51, O k4ALKINS SURFACE AN LANDINGS SLOPED NO 5T EPERFTHANAONE UNIT VERTCAL IN 45 UNITS ORIZONTA BE (REFER TO PLANTING 5GHEDULE) (2-PERCENT SLOPE). THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/6 INCH (9,5 MM). THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL FX15TYt45 50D/6RA55 Q ~ PLANTINS, TO REMAIN [ I IL NOT EXCEED THE 5MALLEST BY MORE THAN 5/6 INCH (9.5 MM). SEE 'CON5TRUCTION DETAIL' FOR ENTRY PLATFORM 1 dr4 ADDITIONAL INFORMATION AND EL. 40.0' ~1 O O SECTION RR315 HANDRAIL5 DIMENSIONAL REQUIREMENT5. (THIS DWG) SECTION RR515.1 HANDRAILS. HANDRAILS HAVING MINIMUM AND MAXIMUM HEIGHTS OF 54 INCHES AND 36 INCHES (664 MM AND 965 MMU, RESPECTIVELY, MEASURED VERTICALLY FROM THE N051NS OF THE TREADS, SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS. ALL REQUIREP HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF (U 4A'x55' LANDING EL. 36.0' THE 5TAIR5 WITH TWO OR MORE RI5ER5 FROM A POINT DIRECTLY ABOVE PV BENCH THE TOP R15ER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWE5T RISER OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEAEL S SAFETY HALL HAVEA SPAE F OT LESS THAN 15 INCHES IN EL. 34,0' ENGINEER, S (36 MM) BETIlEER THE HALL AND THE HANDRAIL, SECTION RR515.2 HANDRAIL GRIP SIZE. ALL REQUIRED HANDRAILS SHALL EL, 32.0' BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT top' l) 4.0-4.0' LANDING (BEYOND) GRASPABILITY. II EL. 30.0' ~.o TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN tl4' t38' OUTSIDE DIAMETER OF AT LEAST 1-1/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL 15 NOT CIRCULAR IT WALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES (102 MM) ' EXISTING GRADE SHOWN FL. 280 AND NOT GREATER THAN 6-1/4 INCHES (160 MM) WITH A MAXIMUM GROSS SECTION DIMENSION OF 2-1/4 INCHES (51 MW. (POST %PER STORM SANDY). TuTUTU y~ r SEE DW5 N02 FOR PROPOSED BLUFF " HO'F" GREST REWORK EL. 26,0' ,o1 TYPE 11, HANDRAIL5 WITH A PERIMETER GREATER THAN 6-I/4 INCHES (160 JEFFREY T, BUTLER, P.E. 51DE5 OF THERPROFILE. THESF FINGER RECESS 5HA5I-L EGIN WITHIN A (U 5A'x6,O' LANDING W/ BENCH DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE PROPOSED RESTORED BLUFF FACE EL. 24.0' o1 TALLE5T PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 1 5/10 INCH (8 MM) WITHIN 118 INCH BELOW THE WIDE5T PORTION OF THE SEE DWG Not FOR FROP05ED BLUFF PROFILE. TH15 REQUIRED DEPTH WALL. CONTINUE FOR AT LEA57 516 INCH • RESTORATION O in (10 M) TO A LEVEI- THAT 19 NOT LESS -5/4 INCHES (45 MM) THE TMALLE5T PORTION OF HE PROFILE.rH HE 1MIN M M WIDTH OF HEELOW rn I g I EL, 22,0' HANDRAIL ABOVE THE RECE55 SHALL BE 1-1/4 INCHES 02 MM) TO A MAXIMUM OF 2-3/4 INCHES (10 MM). ED5E5 SHALL HAVE A MINIMUM EXISTIN5 GRADE SHORN AT SEVERE 501L RADIUS OF 0.01 INCH (0.25 MM). EL. 20.0' . I I EROSION AREA (POST SUPER STORM SANDY), EL, 200 1 C. I I STAIR P05T AT RB 41R POST AT REVETMENT SEE DW5 H02 FOR RESTORATION v~ Ly m IENERAL NOTES EL. 18,0' (WOl`M BEYOND), OM BEYOND), EL. 18,0' kIR AND REVETMENT NTRACTOR SHALL I I r 1 i 1. CONTRACTOR WALL CHECK AND VERIFY ALL CONDITIONS TO THE STAIR AND REVETIM~ SITE PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE CONTRACTOR 5HN ORDINATE RBeARDINS STAIR EL, 160 W LU ON a HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE EL. 160 COORDINATE RE6P 5T PLACEMENT PRIOR TO WITH SAME. I P05T PLACEMENT F MOR STONE INSTALLATION. U 9 2, ALL WORK 54ALL CONFORM TO THE NEW YORK STATE UNIFORM ARMOR STONE IN51 EL. I4A' SECTION 'B' '~°o FIRE PREVENTION AND BUILDING CODE AND ALL RULES AND EL. 14.0' RE6ULATION5 OF THE TOWN OF SOUTHOLD, I ® T.O. PROP. STONE F PROP, STONE REVETMENT 0 APPROX. EL. 3I3A' ' (1) 4Ak4.a PROP05ED BEACH STAIR PROF IR PROFILE ty $ 0 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH 0 APPRO) Sao.' BASE PLATFORM EL, 120 5GALI& N.T.S. DI5A6REE5 WITH THAT AS INDICATED ON THESE PLANE, THE EL, 12.0' o U¢.. m CONTRACTOR WALL STOP WORK AND NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW TH15 PROCEDURE, AND CONTINUE WITH THE WORK, HE WALL ASSUME ALL RE5PON51BILITY AND LIABILITY AR151N6 EL. 10.0' I w EL. 10.0' THEREFROM. F 4. GRADING AROUND NEW CONSTRUCTION WALL SLOPE AWAY AND I~ A Ncrv~ ~ o 0 BLEND INTO INTO EXISTING SLOPE. _ EL, 6.4' v StG ice. F 2 TONS PER 5Q.~ AND WALL HAVE A MINIMUM OF 501L PRESSURE O 6'-0" OF CODER, UO.N. IULI O ry ° Z a w (7. DE516N TIMBER STRESS - DOUOLA5 FIR, NO.2 6RADE FB - 825 EL, 6.0' PROPOSED REVETMENT 5TONE5 AT AND AROUND BEACH P51, E - 1,200)000 PSI. ST. AND PROP BLUFF ACCESS STAIRS. PLACE, SHAPE AND HORK ARMOR / STONE TO CREATE STONE STEPS', LAY STONES FROM 1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSION5 SUPER5EDE 50. EXIST. AND PROP. E o EL }4A' STAIR BASE PLATFORM TO GRADE AT 8.0. BLUFF SCALED DIMENSIONS. THE ENGINEER HAS NOT BEEN RETAINED FOR ON EL 4.0' o EL. 1 ry,~ r ,ry } (EL, BFA), SHAPE SURROUNDINGS STONE TO HELP GUARD SITE INSPECTIONS AND/OR OBSERVATIONS OF HE CONSTRUCTION. UNDI50NRBED' . BEACH STAIR STRUCTURE FROM WAVE ACTION, & ALL METAL JOIST HANGER5 AND OTHER METAL CONNECTORS REQUIRED WALL BE ' TECO CONNECTORS" OR EQUAL AND SHALL BE El-. 2.0' O' , CAPABLE OF HANDLING LOADS 6 CONNECTION POINTS. UNDISTURBED PAG7E: IN5TALLATION5 SHALL BE IN STRICT CONFORMANCE WITH M.H.W.M. 0 iEL. 0.4' SOIL MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. EL. 0.0' , i, STAIRS TO COMPLY WITH NEW YORK STATE BUILDING CODE. W FOR INFORMATION 'REGARDING 10. ALL LUMBER SHALL BE CCA NON).. II ALL POST AND DECK HARDWARE SHALL BE HOT DIPPED " " PROP05EP STONE REVETMENT GALVANIZED, UO.N.. IN ACCORDANCE WITH A5TM AI53. >s, SEE SE(TION'W ON DW( No.2 3 12. TREADS AND PLATFORM 9URFACE5 TO BE BUILT WITH UNTREATED WOOD OR COMPOSITE MATERIAL. of 5