HomeMy WebLinkAbout1000-1.-2-5 MATTHEW$ & HAM 1/ ~ I r~~~~
ATTORNEYS AND COUNSELORS AT LAW Y -
38 NUGHNT STREET '•Ilj
SOUTHAMPTON, NEW YORH 11888
PHILIP B. MA99aews
pale-ice2) 931-283-2400
S9HP8BN L. HAM, III PACSIMILE 831-289-1019
BAHHAHA T. HAM a-mail: MalNamesq®aol.com August 2, 2013
RECEIVED ~
AUG 5 2013 _ _ .
Ms. Vicki Toth
Board of Appeals BOARD OF APPEALS.
P.O. Box 1179 AUG - 52013
Southold, NY 11971
i .
Re: Application of Ralph and Laury Carbone to oard
of A e Is SCTM No.10 -0 .00-02.
Dear Vicki:
Afterwe spoke this morning, I planned to write directly to Mark Terry but after
further thought and based on a conversation I had with Jennifer earlier this week, I wasn't
sure whether it was appropriate for me to contact him directly.
I have therefore enclosed for you to give to him at your discretion the
following: (i) drawings for the bluff restoration/stabilization project which received permits
from the Town and State this past winter and is currently underway; (ii) a set of some
additional materials I gave to the Board members which include some photographs and
plans and elevations; and (iii) an excerpt from the site plan that was submitted in
connection with the application on which I have highlighted the reference to the location
of the top of the bluff following completion of the bluff restoration/stabilization project. (The
full site plan is in your file as part of Application No. 6664.)
Sincerely,
Stephen L. Ham, III
Enclosures
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\ i 'i ' ~ \ ~ EXISTl1G ECEIVED ~ ~
I 'S6-~ ~ c,~`TE~ ~ ~ ~ ~ ~ s
s UG 5 2013
1 ~ EXISTING BURIED e~ ~ ~ ~(j
~ L _ PROPnNE T3WK o~ g qRD OF APP ~
~39 PAVED
DRIVEWAY 91 ~ T p
~ ~ 1'j~L~,~ ~0 1 ~ (p F705NNG SCREENED DECK
d / _ \ \ \ ~ PORDONS OF DECK TO RFl
40 c~ 0 l LnNO \scnPE
q0 eED ~ PROPOSED SCREFNI
ro
/ TRE! \ \ \
~ ` C~µ. µ
`VENLLf IXt5fING DECK TO A
/
GARAGE ~ % BE REMOVED
SLAB EL =37.4 \ ~ pi )
42 ~ / ~ ~ ~ ~ \ ~ ~
~i ~ ~ r 2
/ /
/ ~ \ ~ ~ BOTTOM i
~UNTAIN E a J ~R\ ~ ~ A ~ ~ SLOPE S
AA ~ as
I / ~ EXISTING STEPS' DECK+' \ \ `1 / , / ~ BOTTOM OF BANK
' / 1 AND PLANTERS ` i~-zoiz~
/ TO BE REMOVED
/ SILL=43.83 '
~ ; / EXISTING _ ~ ~ / / ~ /l / eo~Tar aF BANK
I /fry
~ ~ ~ ( RESIDENCE i ~ 44.3 / / / ~~`J tf ~ uF eNK
~ ~ ~p,2
,t , PAD ~ i i i~~
~ J HOUSE UNE /pr ~ /
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STONE ~ _ I ~
NEB PAT10 ~ ~ ~ ~
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APPROXIMATE LOCATION
OF
~ .SLOPE STABILRATION
/j/ i - ~ UNDER CONSTRUCTKIN
iii - PERMR fit-4738-04184/
/ ` -8- / / ~ / EDGE OF E
.,o/ J ~ - - / / PoRmoN of
_ ~ _ ~ AND DECK
. SHOWER / / \ ~ ~ ~ / BOTTOMM OF BANK AFTER PROPOSED
ELEV.=442
/ / ~ SLOPE STABILIZATION
PROVIDE A I
,eon
m ncr.M / " ~ / OF SILT FEE
t
Carbone Residence
Castle Road,
Fishers Island,NY
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~ ~ ~
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' ~i s. , ~ RECEIVED
' ~ - AUG 5 2013
BOARD OF APPEALS
PROPOSED HIPPED
Existing Front View ROOF OVER EXISTING
CAPTAIN'S WALK
PROPOSED STAIR
TOWER WITH
BELL SHAPE
COPPER ROOF
¦ •
J~-`_
_
li
PROPOSED DEEPER Proposed
CDVEREDPR°NTPORCH TRADITI°NAL Front Elevation •
WITH ROUND TUSCAN DOUBL6HUNG
COMPOSITE COLUMNS WINDOWS & SHUTTERS
Catalano Archkects Inc.
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9ns:u~'i Manarnusc~'z 911 ir,
Carbone Residence ~
Castle Road, ~ C ( y
fishers Island,NY RECErvED
-
tiUG 5 70.i
- BOARD OF APPEALS
LEGEND
ExISTiNG ti0U5F
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House Footprint
~ ~ Demo and Additions
- -
,
Architects Inc.
Cata ano
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Carbone Residence kE~FIVE~
Castle Road, ~u~ , ,oi
_~~~,I Fishers Island,NY
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BOARD OF APPEALS
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Existing Rear Elevation
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Catalano Architects Inc. Proposed Rear Elevation
Carbone Residence G ~~---y ~
RECEIVED
Castle Road,
Fishers Island,NY qus ~ ~0~2
BO,gRp OF APPEALS
_ - ExrENr of
PROPOSED
PORTION OF HOUSE PORTION OF HOUSE OPEN DECK
TO BE TAKEN OUT
TO BE CUT BACK
EXTENT OF
PAOPOSEO
HOUSE
ExISTINs
FOUNDATION EXISTING
TO REMAIN FOUNDATION
TO REMAIN
PROPOSED
OPEN DECK
PROPOSED
OPEN DECK
Proposed Alterations At Rear
Catalano Architects Inc.
Carbone Residence ~~~~y ~
Castle Road, RECEI~IEG
Fishers Island,NY aus 5 ?013
BOARD OF AppEALS
CAPTAIN'S WALK
NDT VISIBLE CAPTAIN'S WALK
AND HOUSE ROOF
IS NOT VISIBLE
t
` EXISTING SCREENED PORCH
- ~ i0 BE REDESIGNED WITHIN
;zx
P - EXISTING FOOTPRINT
}
•
House side views EXISTING OPEN DECK
Captain's walk roof will not have To BE REMOVED
visual impact on neighboring homes.
Catalano Architectslnc.
.
REC
1~
Carbone Residence ~ ~
Castle Road, ~ ~0~,3
Fishers Island,NY
~ . BOARD OF.gPpEALS
NEIGHBOURS
~Y
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1
may:
CARBONE
RESIDENCE
r
•
'a~
EXISTING CAPTAIN'S WALK
WITH FLAT ROOF
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Areal Views •
PoRTioNOF House renovations will not have
HousETOOE negative visual impact
CUi 6aCK Catalano Architects Inc.
on neighboring homes.
Carbone Residence ~ y ~
Castle Road, ~FC~I~Fo
Fishers Island,NY a aU~ 5 2013
OqR~ ~FAPpFgCS
BIG FOOT CONCRETE PILES
nigfoot Pier Footing Forms
Fits the fdVwring corstruaion Wbe
saes: 6, 8 10 12, 14, 16 & 16'
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-
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•
t Wwy: 9gteot IaolYg fmn 6 uM
Structure for New Open Decks
Big Foot or equal type footing will
have minimal impact on soil disturbance.
Catalano Architects Inc.
i,
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RALPH CARBONE
AUG 5 2013
635 TUDOR DRIVES CHESHIRE CT 0641 ? B~ARDOFAPPFALS
CARBONE SLOPE STABILIZATION PROJECT
6227 CASTLE ROAi~~ FISHERS ISLAND
'~~,-a`'.~ _ • ~ DRAWING LIST
• a ~ w - - Dw~. No. TITLE
' ~ e,_,.• , x 212[796.1-[]1 COVER SHEET AND DRAWING LIST
~y,* h_V~~,.rr'~tt.. 212096.1-C72 PROJECT NOTES
- _ 2 1 2096. 1 -v3 EXISTING AND DEMOLITION PLAN
" _ - - .9•- 21 2096, 1 -Q4 EXISTING SECTIONS
^ a ~ ~ - ' i 2 1 2096. 1 -OS SLOPE STABILIZATION PLAN
• ~ ' ~ 21 2096. 1 -06 SLOPE STABILIZATION SECTIONS
~ ~ Srce 2 1 2096. 1 -07 VEGETATED SLOPE DETA{LS
E A _
s
R Y - . L
5
• VIOIN ITV MAP
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L~_
$ uu~
m.: Gv-;nq «,a ou eopw~ era cn< aes;gn ene aot° .
. 1ne p.openy o+ Demo .ne cpnsml cp~s~naxte, In~~o a
mduae p.vwiemry m+«moB«. me a« r nr ,scent p
mention of Ins dmxing, ogress Inot, a cep+ v expressly
vulM1arized 'm villn9 M1Y Oceon ona Cmslal ConsN(ontx. Inc.,
n xil net u e m< am'.mq « .nr copr of the ae.etgn •
ISSUED FOR CONSTRUCTION o+aptn :'+e.n, (z)~o+.m.oanee. e.mano aiet,ism<m.
e,ex;nq n eny evpv ps< nr em>, one (al w« a<a,ane
2tum (ne amwing. vn aoples ana nll materia mpletl roue+mm
CfSCfllPllpl BaIC Br CfSfLPOGN B1rt Bx CFS'GNEJ BY: SCALE iRFN90N
sxr~ CARBONE SLOPE STABILIZATION PROJECT As Norec
i Ocean antl Coastal Consultants Gpgyq gy- o4iE ~ D
otte. u~w coAS*AL ,.nw,~.~.. )1_ ~ 6227 CASTLE ROAD, FISHERS ISLAND '
0 o tsvEB ran ca+smucnou Mop> srn RALPH CARBONE 1~" °PMA V+o/1a
b 1 ~ 3~ p kome. suae +zoo cN xEE B~NA ~RPMANG NO.
• Co W
r c~u, cr assn 635 111~OR ORI~E, CHESHIRE, CT 06410 ~ ~;_w. -
p ~ ~ _ Gnone: (203)36P5o0]
~ ca+sn*u+rs tp31268~, COVER SHEET AND DRAVMNG LIST 212096.1-01
- - _ -
PROJECT NOTES
pFS,ICN (,'RITERIA 18. iHC CON1flAC1pq 51{AIf PROVIDE AND MAINIHIN Al M$ E%PENSE Rf OVIRFO FIFE PRVTEC110N SYSTEMS 1. IaBHIC FCNCC MAiCRIAL SHALL BE $VPPLIED IN RDLL$ 1N IN PPPROVLD STAKING AiTACHMf NiS FROM AN
ANO pENCfS qS NCCESSPRY LO SAFELY PERFORM IHE WQ9K IN ACCORD NIiH THE APPLICAdLC APPROVCD SVPPLIER AND SHALL BE PLACED IN STRICT ACCORDANCE 'MTH MANUFPCIIIRERS MRIilfN
I. STCCL PLATC$ SHALL CONFORM IO q]6, It01 IIIPPfp GAL VgNIZCO aL TER FPBkI<:AIIW HEGULAIICMS. I1 SHPLL BC GPERp11gVAL IHRWGNWI LHE PFRIW OF CWSIHIIF.IION INSIRUCiIONS.
2. IHE CgIPLCIED S[RUCiURC HAS DEIN OCSGNCU 10 'M {HSIANU 1HL FOLLO'MNG UESGN lIK LOPDS 19. 1HC O'MIER SHALL HAVE IHE RIGHT IO WIHHOLD M11HW1 PENgt1Y PAYMf NI DESCRIBED AOON., OR •
APPLIED IN LONJJNCNON Wiry BACKFILL ANV RIPRAP FI.f VPT10N5 INpICATFO ON THE gFFFRfNCE 5EC110N$ RELERfNCEO HEREIN FOR COMPLf iEp WORK SHOULD ME CQV iRACiM FAIL 10 MEET 3. S1U:KPIVNG DF MpTCRIgLS N1iHIN iHC FLOW HAZAFO ZONE IS Pft0111011f0
ORAINNGS' OBLICA11pNS OR gEWIREMENIS Q° IHE CONTRACT. WiHHEtD PaYMFNi SIIPII flF PRCMPILY MADE VPON
IHE CONTRACTCF'S NLL CONPIIPNCE WiH ME CONiRgCi. WORKING OR PLACING MATERIAL W E%ISiING WETLAND VEGEIPTION IS PROHIPIiEO.
LIP LOADS-.
20. COMPLY WiH LOCAL, STPTE AND FEDERAL REOUIREMCNiS FOR PROiECIION Of WC ENNRONMENi WRING
SURCHARGE'. 100 PSF UWFORM LOgO THE WORK. NO LATER THAN 5 DAYS FOLLOWING AWAflD Q° CW IRACi, SUBMIT A COM°REHENSIVE PLAN F%CAVAnNC RACKFILLING ANCI GOMPACnON
DESCRIBING LHE MEANS PNO METHODS i0 BE EMPLOYED fOR PROTEC11gJ, CLNIAMMENi, ANp CLEAN UP.
WAVE LOADS. ENSVRC 1Hpi PERSONNEL ARE PROPERLY 1RMNED ANO IMAi SUFFICIENT EWIPMENi PND MATERIALS PRE I ME CONiFALiOft SHALL E%CAVATE. BAIXLILL CQyPACi, qN0 GRAOC ME 4IE i0 IHE ELEVAIIgJS ANp
REAgLY AVAILABLE fOR USE If REWIRED. ABIDE BT STg1E ANO FEDERAL SELL REPgtDNG LINILS SNOKN ANO AS NEEDED t0 MEET IHE REWIREMENiS OF THE CONSTRUCDfN.
RIPRAP SHORELINE PROTECTIGN: 1W-YEAR FREWENCY iIDPL FLOOD ELEVATION A$ RCWIFENENiS.
DEFINED BT FEMA W1H IW-YEAR FREWENCY WNO
GENERpLED WAVE LOADING ADJUSTED FOR LWAL 21. ME OWNER RESERVES ME RILH1 TO CHARGE THE CW iRAC 10R FOR AOq TIQYgL ENGINECRING SERNCES IF 2. S1RlIC1UFAL fllL SHALL CONFORM i0 iME NEW YORK DEPARTMENT OF iRANSPCRTAIIW STANDARD /
BPIHYMEIRT REWIRED WE LO ME CpV1RACTCR'S ACTIQVS CR INACIIpJS. SPECIFICATIONS 2008, SECTION J]3-111, TABLE A3-11 A.
3. E%ISIING SITE SURVEY AHO MEAN HIg1 WATER LINE NLFOPMAOgi iAK£N FRGM P DRAPoNG 11RF.p "RALPH 22. T11E $iRULNRES HAVE BEEN DESIGNED TO Bf VLF-SUPPORTING ANO SigBLC AFTER CONS1RUCpW I$ } STRUCIDRA RLL $YALL ~ PLACED IN LAYERS NOT MORE MAN 9 M LOOSE DEPTH. DO NOi PLPCf lfl(/J~',
CARBCNE JR LOTS 1-Iq k I-IQ 622] CASTLE RDAO FISHERS ISLAND NEW TOflK, PR0.ELi ND. 2012828 CpAPI£iE. ME STABIUTT OL IHE SiftUC1URE5 PFIOR i0 CgAPLETINV IS SOLELY THE RESPWSIBILITY OF FILL MATERIAL GN SURFACES 1XAi ARE MUDDY, FR02EN, OR CgJTAINING FROST qt ICE. PLACE FILL
BOOK NO FI 2012 EIEVAIIONS REFERENCE NATIONAL CEWE?C VERTICAL DATUM OF 1929 DATUM ME CWLRACTOR. THIS RESPONSIBILITY EXffNDS i0 RELAYO ASPECTS W THE CONSTRUCRON ACFIVITY
INCWgNG, WL NOL LflAITED i0, ERECTIgV METHWS. ERECilg1 Y.WENCE, CCNNECPWS, TEMPORARY MATERIALS EVENLY ADJACENT i0 $TRUCIURES, TO REWIRED ELEVAi1WS igKC CARE i0 PRCKNi
(NGYD29)- BRAONQ FgtMS, SHCAING VSE OF EWIPMENT, qN0 9MILAR CWSTRUQION PROCEOVRES FENEW OF WEDGING ACPW OF BACKFILL AGNNSi STRUCNRES BT CARRYING 1XF MAffRIgL UNIFORMLY ARWNp THE RECEIVED
GENERAL CDNDInDNS LCNSTRULDON BY IHE OWNER ANp ENGINEER Ci RELOAD I$ fOq GENEgAL CCNFOgMPNQ WiN ME STRUCTURE i0 APPRO%IMq TELT iNE SANE ELEVATION IN EACH LIR.
CONIRAGi OOCUIIENTS WlY LACK Q° CpANENT BV IHE OVMER ANO ENGINCER Q` RECORD W1TM
REGMO TO CONSMUCiIDN PROCFWRES SHPLL NOi BE INTERPRETED AS APPROVAL OR ACCEPTANCE OF
1. NO WARANTEE i0 ME ACCURACY OF THE REFERENCE ODCLW£NTS 15 PRONpEp HEREIN AND THE 1. CONTROL $TRUCIURAI FILL COMPACIIW DURING CONSTRUCTIOJ TO PROVDE ME MINIMUM PERCEN1pGE Of
CONTRACTOR SHALL RELY ON HIS ONN PEED VERIRCATICN Fqt ITEMS 50 REQUIRED. SJCH PRCLEDURES, DENSITY SPECIFlED FOR EACH AREA AS OETfflMMEO pCCORgNG TO A$TN D155]. $IRUCiURgt FILL /1
2J. THE CWTRgCTOR IS $IXELY RESPCN4&E FIXi 1ME SAFETY OF X15 WFRATIONS. LHE CON1RgL1IXt SHPLL AREAS SHALL NOi FALL BELOW 95S OF li5 DENSITY Ai CPIIMUM MOISTURE CONTENT AS DETEflMINEO OY H 5 2013
2, SECTIONS. DETAILS, NOTES. DIMENSIONS AND CONDITIONS ARE APPLICABLE AT ANT OTHEfl LOCATION TAKE PRCCAUl10N5 FCH THE SAFELY M, ANp SHALL PPOVIOE PROTECTION TO PRCVCNl pAMPGE, INJURY, ME ABOVE IESi.
WfERE LCNDITIgVS N10 OElp0. ARE SIMILAR BUS ARC NOi $PECIFICAILY NDIED AS SUCH CR AR£ NO1 Cp L05S TO PERSQV$ EMPLOYED BY THE CWIRACTOR N! PERFORMANCE CF 1ME Wg2K. AND pER5IXJ5
~O~' NEARBY THAI MAy BE AFFEGIEO BY HE CONTRACTOR'S OPERATIWS OR THE WIJRK, MCLUDING 5. CRUSHED STWF BEpgNG LATER SHALL CONFORM i0 THE NEW TggK DEPARTMENL 0. iRANSPCRipTW
3. ME CONTRACTOR SHALL COOflgNATE ALL NORK WiN ME OWNER. EWIPMENi ANp MATERIALS NHICH M1Ll BE INCORPDRAIED IN iXf WOFI(. ANO OTHER PROPERTIES pN0 SIANOARD SPECYICAIXNJS LCq ROAD AIVO BR1DC£ CCN$TRJCTpN 2WB. SECTION >p]-02 SIZE BOARD
STRUCMRfS Ai TNf 9S. OR ON ADJACENT PROPERTIES. OESIGNATON 1 OF Ap
4. LHE CONTRACTOR PRIOR i0 CONSTRUCRON AND FABRICATIW OF CCNSIFUCTICN MATERIALS SHALL KRIFY DEALS
E%ISiING CWDIi1CN5 qN0 DIMENSIONS. 24. OBSTRUC?WS ARE DEFNED PS UNFORESEEN OO.ECR. WHICH mPEDE PROGRESS. COJECTS, KHICH qFE GFCITE%TILF FABRIC
MpOE KNONN TO IHE CWTRACTIXt, WLL NOi BE CW9OEREO i0 BE OBSTRUCTIINIS. NO11LY TM
5. 1F, DIIRMG THE PERFORMANCE LF IHE WORK, ME CWTRACiOR FINDS A CgJFIIGi, ERRp4. OR ENGINEER CL RECORD IMMEpIA1ELT UPPV ENCWNTEFING UNFORESEEN CBJECi4 NO LCNSIOEFATION WLL
OISCREPPNCT IN ME CON1RACi DOWMENiS, ME CIXiiRAClgt SHALL 50 REPIX1i i0 THE ENGINEER OF PE GIVEN Pq! AOgl1pNAL LCNPENSARQV ON THIS AGCOVNi MIHOVT MIS TIMELY N0161CATION. 1_ GEOTE%iILE FABRIC SMALL BE MIRAFI FILIERNEAVE FW-J00 GEOTE%TLE fgbRlC OR pN EQUIVALENT
ftECIXtD IN NRITNG Ai ONCE. BEFORE PROCEEDING WiH ME WORN gFLEC1E0 HEREBY. ME CWTRACiOR ACQPIEO BT ME ENGINEER OF RECgtD.
SHALL C9TAIN A NRITIEN INTERPRETATION OR CLARIFICAIICN FRgA ME ENGINEER OL BEDDED. WORN 25 SUBSlIlU11MS MAY RE FURNISHED CdE MATERIALS SPEGiIED HEREIN PROVNED THE CUNIRACTLR
DONE BEFORE iME ENGNEER OF RECQVO RENDEFS MIS DECISION IS qi THE CONiftgCigYS 50.E RISK SEWRE$ ACCEPTANf£ FRW TIE ENGINEER OF RECORD
2. INSTALL GEOTE%iILE FABRIC M ACLOFOANCE WITH MANULACTURER'S ftECOMMENOP110N5. MAINTAIN
6. THE WWK $XALL BE PERFORMED IN A C£NERAL YWFNCE DEVELOPED BY iNE GONIRACTIXt ANp ~ F n o uOLfnoN a o Dlslo /yl MINIMUM 11-MOH LAP Ai ADJACENT SECi1GN5.
SUBWTTEO LO iNE EN(.YNEER OF RECIX10 FGR RENCW, NI ACCORDANCE 'M1H i11E REWIREMENiS 0. THE 1 $EI£CTK DEMWi1CN AND D5POSA1 SHALL PE PERFOFMED IN ACCORDANCE W1H FEDERAL., STATE, pN0
LWTRACi. ME LgiIRACTCR IS SOLELY RESPONSBLE FOR HC MEANS ANO MCTMW$ OF LCNSIRUCTIW LWAL pERNIi AND BUILIMNG CODE RfWIREMENiS. J. PROPERLY ANCHIX2 fAORIC i0 PgE\£Ni SLIDING OR LEAKING OVRING INSTALLATION OL OVERBVRDEN
AND FOR THE SEWENCES AND PROCEWRES LO BE USED. MATERIAL.
SHE CONTRACTOR SHALL NRNISH PND LOGRDINPIE PLANT, LABOR. SUPERVISION, MAIERIPIS, EWIPMfNi 2. ME CWTRAGTgt SHALL REMOVE NID gSPDSE MO$E STRUCTURES AND OEREUGi COMPONENTS REQUIRED
AND APRIANCES FOR OEMq.I11CN AND/OR CONSTRUCTION WORK IN CSNECTION WTH )HE DEM0.1Dp! TO PERFgiM THE WORK. iMl$ WORK INCLUDES BUi 15 NOT LIMITED i0 CONCFEiE AND TIMBER DEBRIS, R INFOR)~DP~
pN0/IX2 CgJSiRUC11W OF ME MMINf FApUTES. qN0 OTHER I1EM5.
B. THE OWNER WLL SENREO CERTAIN PERMITS REWIRED BT FEDERAL, ANp STATE AUHptITES FOR THE 3_ SELECTVE pEMWTON INQUDE$ BUi IS NOi LIMITED IO REMOVAL ANp REUSE (VMERE POSSIBLE) OF i REINFORCING EARTH COMPONENTS INCWOING GEOGFID SHALL BE HIGH PERFPRMpNCF GEOGftID p5
PROPOSED ACTNRES. IT IS LHE RESPONSIBILITY OF HE CONTRACigt LO PERFORM IHE WORK IN E%ISiNG MATERIALS, PND OMER COMPQYENiS ESSENTIAL FOF A COMPLELE PROJECT. MANUFpCTUREO BY SYNTEEN TECHNICAL fgBRIC IXi EQUIVALENT, ALL WELDED WRC FORMS 511ALL BE
ACCORDANCE 111M HE 1ERM5 M10 CQYDITIQY$ OF ME PERMITS. ME CWMACTgt SHPLL POST COPIES GALVANIZED WRE.
OP THE PERMITS qi IHE 51E MRWGHWi THE CWRSE OF THE WORK. ME CONTRACTOR 5 6_ THE CIXIIRAGTM SHALL TAKC ftEg50NA0LE CARE M REMO`ANG ELEMEMS YLECIED 10 BE OEMIXISHEO IN
RESPONSIBLE LO OBTPIN PERMITS ASSWIpTED WM 1NE LEGAL DISPOSAL Of CONSTRUCTON OEPRIS. LHE gCLgtOgNCE WM IHE CIXI TRALi UCLUMENiS. OPMPGF OR OESIRULTION BY IHE CON TRACTOR i0 R PRAP SHORE PROTECTION
CONTRACTOR $HN_L SECURE REOUWED LOCAL AUTHORIZATPVS ANp PERMITS E%ISiNG ELEMENTS DESIGNATED i0 FEMAIN SHALL BE REPAIRED OR flEPLACEp Irv-KING AT HC •
pISQiETDN OF THE OWNER Al NO ADOI110NpL COST.
9. LHE CONTRACTOR SHALL NRNISH MATERIALS FOR INSigLUTIW 1N HE COAIPLEIEO WIMN AS SPECIFIED I. Si WE SHALL BE OF A QUALITY i0 INSURE PERMANENCE OF THE STRUCTURE IN ME CLIMATE IN WHICH IT
HEREINAFTER. ME CONTRACTOF SHALL HANDLE THESE MATERIALS P$ HFY ARE DELIVERED TO IHE SITE 5. ITEMS i0 BE REµ0YE0 AND ftEU5E0 SHPLL BE PLACED M A STAGING gREP ACLESSIOLE FOR INSPECTION IS TO BE USED. iHC STONE SHALL. BE LREE FROM ORGANIC DEBRIS, DURABLE SOUND FREE FROM
OR CIF-SIZE WIXtN AREAS, ANO SHALL STORE THEM IN A DESGNATED STORAGE APEA. BY THE OWNER. DETRIMENTAL CRACKS. SEAMS, AND OTHER DEFECTS WHICH 1ENp TO INCREASE DETERIOq ATION FROM
NATURAL CAUScS Cq CppSE DREANAGC 1N HANDLING OR PLACEMENT ORGANICS, $ANp, CLaY CLICRi
10. Hf CCNTRgCiOq WM1L INDEMNIFY AND SgVE HARMLESS HE OWNER AND ENGINEER OF RECORD FROM ANO 6. PRlgt TO COMMENCEMENT OF SELECTIVE DEMOLITION, ME CONTRACTOR SHALL SUOMIi A DISPOSAL PLAN ANp ROCK FINES PRE Pggi10HED. IHE STONE SHALL BE $ELECTEp GRANITE, OUg9i ZRE FHYOLHE, OR
AGAINST QL LOSSES AND ALL CLPIMS, DEMANDS, PATMEMS, SUITS AC110NS, RCLOVERIES. AND FOF ITEMS i0 BE DE40LISHEp. DEMOLITION AIATERIPL DESIGNATED Bti THE OWNER i0 BE REM04ED 6ROM LIMESTONE
JUpGAENiS Of EVERY NATURE PND DESCRIPTION BROUGHT OR RCCOVEREp AGPINSi THE OWNER ANp iHf SITE SHALL BECOME ME PROPERTY OL HE CW IHACTOR. THE DEBRIS DISPOSAL PLAN SHALL
ENGINEER OF RECORD BT REASON OF ANY ACT OR OMISSIW 04 THE CgJiRACTOq. OR OF PNT ACNNOWLEOGE IRIS OWNCRSHIP qN0 SHPLL IDCNLLEV tHC MOANS YNO METHWS PNO FIHPL 91cPOS1ilON 2 FILTER STONE SHALL BE GRADED STONES a-INCH DIAMETER NOMINAL SIZE UNLESS INOICPiE-D OTHERNiSE
ON IHE pFAWNGS.
SUBCONTRPCTOR i0 THE CONiRALiOft, OR OF ANY PERSON OIRECTLT OR INDIRECTLY EMPLOYED BY THE FOR DISPOSAL MATERIALS.
CONTRACTOR OR PNY SUCH SUBCCNHACiOR, IN MC PERFORMANCE Of ANY WpRK FOR, OR THE
RENDERING OF ANY SERNCES T0, HE OWNEF. 2 PRIOP 10 COMMENCEMENT OL pEMOL1110N iFE LONiRACIDR SHALL CLEARLY MARK !HF LIMITS DF WE
OEMOUTWN FOR RENEW GNO APPPOVAL BY THE O'MICfL RIPRAP ARMOR STONE SHALL CONFORM IO THE FOLLOWING GRADATON'
I1. IHE LCiIiRACiOR AGREEE THAI AT ITS OKN COS] AND E%PENSE Ii SXAIL PROCURE ANp CONTINUE IN
FARCE INSURANCE COVERAGE P$ REWIRED BY THE OWNER. SUCH INSURANCE SHALL BE NAITTEN dY A 6. CpnIFLEiEIY REMDK ITEMS DESIGNATED LEpNNG SUFf ACES CLEAN, SOUND, PNp REACY 10 RECEIVE NEW
COMPANY OF CpAPANIES pUTHOR12E0 TO ENGAGE IN ME BUSINESS OF GENCRAL LIABILITY INSURANCE IN MATERIALS AS SPECIFIED IN THE CONTRACT DOCUMENTS. PERCENT ARMOR STONE
THE SlgiE IN WHICH THE DEMLSEp PREMISES ARE LOCATED, pNb MERE SHALL BC DELIVERED i0 iH£ PASSNL (CBS)
ONNEq WTX iNE Blp CUSTpAARY CERTIFICATES ENOENCING SUCH PAID-UP INSURANCE WITCH 9. ME CONTRACTOR SHALL BE SOLELY gE5PON51BLE FOR ME Siq&LIIY OF ME STRUCTURE DURING THE Wp 390
CERTIFICATES ARE TO BE ISSUED BT ME INSURANCE COMPANIES. GOOD ANO RESPONSIBLE COMPANIES, CWFSF OL pEMCLI110N.
REASONABLY ACCEPTABLE TO iNE OWNER, $HP1L WIRE SUCH INSURANCE. WIS 1250
10. THE CONTRALTDq SHALL SUBM11 q DISPOSAL CERI1RLAiE i0 ME OWNER'S REPRESEN`AiryE CERTIf YINC W50 J1 ]0
12. ME CONTRACTOR SHALL BE SOLELY RESPgJ9BLE FDR THE ACCURACY OF LDG110N5. DIMENSIONS ANO LEGAL AND PROPER g5P05AL W85 6160
Lf VFIS PND NO PLEA AS LO INSiRULTIONS OF ORDER FECEIVEO FROM OTMEq SWRCES OTHER THAN WIpO 12520
INFORMPTCN CONTAINED W CW1RACi DRAWINGS. SPECIFICATIONS Ofl IN WRILIEN ORDERS OF iME OWNER TEMPORARY WORK
OR ENgNEER OF RECORD SHPLL JUSl6Y DEPARTURE FFOA1 THE DIMENSIIXJS ANp ELf VP110N5 REQUIRED I LA80R, EpUIPMENi, AND MATERIALS FEPUIREp TO PERFORM THE WORM iNPi, UPON COMPLETION, AqE NOl 4. AFMCR STONE SHALL RAVE A MINIMUM S12E OF 16 INCHES MEp5URE0 HE LEAS pIMEN$ION ACROSS ITS
E BY iME CW LRACi DRgWNCS.
A PART Ci iXE WORK, SHALL BE FURNISHED, INSTALLED. ANp $UBSEWENiLY REMOVED FROM iNE 511E MIOSECRON.
_ 1}, IHE CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE SITE, VERIFYING HE SAME WiH THE 0Y THE CONTRACTOR.
LINJIgACI pRPWNCS ANp E%ISiING FPCILITIES, PND WLL BE HELP RESPONSIBLE FOR THE PFOPEF FIT AND 5. RIPRAP FILTER LATER STONE SHALL CONFORM i0 THE FDLLOWNG GRApATIOM.
ALIGNMENT OF COMPLETED WORK IN POSITION. 2. TEMPORARY WORN SHALL BE SUBJECT i0 FHE REDUIREMENiS 0. THE STATE AND APPLICABLE LOCAL
BUROING CODES.
P' 14. THE CONTRgCiDR SHALL GUARANTEE i0 THE OWNER MA1Eft1ALS PND WORKMANSHR AGAINST ORIGINAL PERCENT RLiER SCONE
DEFECTS, IXt AGAINST INJURY FRpA PROPER ANp USUAL 'MAq WHEN USED FOR ME PURPOSE INTENDED, ME CONTRACTOR SHALL SAFEGUARD ANO PRDIECL E%CAVPiIONS. PASSING (LB$)
FOR TWELVE (12) MONTHS AFIEF DATE OF FINAL PAYMENT CERTIIICATIINJS, ANp SHALL NAINipIN ITEMS IN
PERfECi CONDILIQV OUFING lNE PERIOD OF GUARANTEE. DEFECTS APPEARING DURING IHE PERIOD OF d. DURING E%ECULICN OF IHE WORK, THE CW TRACTOR IS REWIRED i0 INSTALL AND MAINTAIN REQUIRED
~ WARANTEE SHALL Pd MADE GOW BY MC CONTRACTGi Ai HIS £%PENSE UPON DEMAND Oi IHE OWNER, SEDIMENTATION AND EROSION CIXVTROL MEASURES i0 PROTECT ADJACENT WATERWAYS. STRf.ELS, AND WO IG
li BEING REQUIRED THPT WOgK SHPLL BE IN PERFECT CONDITIgJ yrtIEN iHC PERIOD CF GUARANYEE SHALL PROPERTIES. MEASURES INCLUDE BUi ARE NOL LIM11E0 i0 iEMPORPRY BERMS NAT PALES, 9Li FENCES. Wt5 t ]
'A HAVE ELAPSED. IN HE EVENT Cf DEFAULT BT THE CDfJ1RACi0R, IHE COMPANY SNgLL Hq VE HE RIGH1 LWTAINMENi BOOMS, ANp IVRPIDITY CURTAINS. IN ACCORDANCE W1H SLATE REWLgLORY
i0 MANE CWO DEFECTS AND BILL ME CWTRACiOR COST PLUS 155 fOF ADMIN15iRATION FEES. AUTHORIZADQVS, HE CONiRACTIXi SHALL FURNISH, INSTALL, MAMIigIN TEMPORAgY NRBIDfiY CURTAINS WSO 58
DURING CON$1RULTION. IEMPgipRY MATERIALS AND EWIFIAENi SHALL [WI04M LO REWIREMENTS FOF Wg5 196
15. AT ME CIXITRACiOR'S E%PENSE, ME CWTRACTOR'S WIXMING AREAS SHALL BE CLEPNEO BY HIM ON A 1EMPORART WqM, Wt Op 33.0
DAY-iO-OAT BASIS, WTH RUBBISH gEMOKp FFLN iHC SITC AND WLRK AREAS CLEANED AT HE END CF
EgLX OAT. AT FINAL COMPLETON OF WORK THE CpVTRACiOF SHALL LEAVE IHE ENTRE PREMISES. 5. ME CONTRACTOR SHALL LOCAR CflC9gd CONTROLS IHCWDING BUi NOT LlµliED i0 SILT iENCE, HAY
WTHIN ME SITE CL HI$ OPERATIONS, CLEAN AND FREE FR01A THE RUBBISH RESULTING FROM HIS BALES, AND 1RALKING PADB AS REpUIREO FOR ADCOUAIE PROTECTION DURING CONSIRULTICN qN0 TO 6. NO MORE HAN 152 OF THE ARMOR SHALL BE SCPTTEREp SPACES ANO STONES LESS THAN 12 INCHES.
CONSTRUCTIW WERATIONS. ME SALISFALTION CF iNE LOCAL PWLDINC OGFlLIpLS.
16. IHE CONTRACTOR I$ RESPONSIBLE i0 PROVIDE 0.ND MAINTAIN UTIlH1E5 H£ DEEMS NEC£SSAPY i0 ASFECI OIM NTATION ANO EROSION C(NJTROL J. STONE SHALL BE Pt ACED IN q MANNEq i0 PRODUCE A µELL GRADED MA55 INTHOUi CAUSING
p15PLACEMENi pF THE UNDERLYING µgTERIAL. ME FINISHED SURLAC£ SHALL BE FREE FROM POCKETS OF
ME WORN. SMALL SICMES ANO CLUSTERS OF LARGE STONES -
q. HE CW iRACiOF SHALT. PROVDE FIELD ENGINEERING SERNCE$ REQUIRED FOR PgOPER COMPLETION OF 1. SILT iENCE SHALL BE MIRAFI 600% AS MANV(ACiURCD BY MIRAFI INL_ GEOTC% ]OOSi PS MPNUFACNREO Thiz Mewmg and all copms ontl the aeiign and dale sbown
IHE WORK INCLUDING BUi NOi NECESSARYLY LIMITED 5G' ESi ABLISFIMG ANp MAINTAINING LINES AND D'Y SYNHETG INDUSTRIES. INC.. PROPER P00< AS MANUF PCIIIREO BY PMOCO FPBRICS tr HBFftS CO. OF re Ine properly of Ocmn ontl Gooslol Cnnsuponls, Inc ana
Inclua¢ prapr~etary Mlwma Non. iM1e nwmr¢r by r[ceipt n.
LEVELS; $TRUCIURAI DESIGN OF SHORES FORMS, AND SIMILAR REM$ PRONOCO BY IHE CON1RACi0R AS EpUI VALENi. retention al IM1e droxhg, agrees IM1aI, escepl os expressly
PPRi q° HIS FANS AND METHODS OF CP45TRUC110N. oulnorized In waling by Ocean and Coastal Gonsullpnls, Inc.,
H wit (1) n e me arewln9 o ear =wr pl tee ees9n
ISSUED FOR CONSTRUCTION or ame m ~In~(2) nm repreal,en e<nilm er di:vrome q` •
d~axinq o any copy for um by ethers ono (3) upw demona
Y return Ine drawing, all copies one all maleriDl copied Inerelrom
CESfFP11CN DAZE By BLSWPIIM OAIC Be DESIGNED BT SCALE REMSION
I pp NWE
e. CARBONE SLOPE STABILIZATI N J
_ OCEAx A110 COASTAL Ocean ontl Coasfal Consultants ~ DRAWN eY K pp1E Q
D tswED FCa easmMalgl Ipo{n 6TH .mow m^m^^e eAMn 6227 CASTLE ROAD FISHERS ISLAND 1/Ln/1}
I ~ - ,SLnrye,ule 0irve 5u te,="W RALPH CARBONE ~ ~ CHECKED BT. DRAVANL NO.
s sTWH
_ - Trln<Ibou cr Osml 635 TUDOR DRIVE, CHESHIRE, CT 06410 -
_ cpuwLTANis Pn~,etzosl zsB-wo] oc REwEw PROJECT NOTES 212I~.7-02
~ ~ ~ n~r~ -r~E ~
NORTH ~ I .r , ~ ~
GARAGE 1'
( COASTAL fR090N HAZARD LINE ~
\ i~ (SfE MAP RfF ERENCf Na 2)- ~ J I
_ ~ ~ I ~ I r<~: j RECEIVED
I 5
` ,DP DE B,NK AUG 20i3
i ~EOUxrAI~_ ~ I I III` $~CKED~ Nov 2o1z '~!~'v ;,"uMlis of
1 ~ r aaoo z°NE vE
4 tr ~ ~ ~ '1 !~R°TTDM RPNK BOARD OF APPEALS
a~
k ~ / / ~ I DECK L / ' I
V / ~ ~
p- NAOKE ` / { N / `-BUTTON Of BANK'
wl 'V~ \ / I I EXISTING ~ : 'fs~ ,'JUNE 2Dtz /
Y r
m ~I RESIDENCE, ~ - ! ~ ~ TOR DE B/JjK'
~ GARDEN A STE~P$ E O JUNf 2012
w~ ~ °~o ~ it ~~t' o,_
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~ % ~ y\I 0~ STONE4~ PATI° Yl ~ 'MiB MItlNGS / /
DTI PATO 0'' b ~
/GARDEN e h rvo" /
VII - _
4~ ~ ; ~ _ ~ s P/JlIIPL imacT
SGWAII NOV 2012 /
POfA. ~ (SFAWNL 10 BE RENOKOJ .
) ~ ~ fNWSED CMU Wkb _ ~ ~ T°P OF WALL ~ /
_10 Hf REMOlEO ELa IS 9 3 /
COASTAL EROSIpJ~HAZAROLINE ~ ~ ~ ~ /
(SEE LNP REFERENCE N 2) TO Of BANK NOV. 2012 - T'{'P 4/ ~
i0P OF BANK JuNf 2012 ~ I / - { ~
I ~ I `EACf DE CONCFErE /
k ~ ~ SGWPLL NOV. 2012
/q
- ~~p( COI .(SEIWALL IO 9C REHOV£t7I
_ 'CONCRETE SEAVIALL
7 ~ , ~ ~ ~ ~ _ - fDCA?DN JANE 1D12 /
1REE i0 BE REAIOVEO )O. ~ / /
/
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- eona~M
of BANK Nov zo z - - - - ~ 3" '
a
LIM.i$ 'Ji JJ
FL000 Z°NF VEJ ~G\/ ///~G / APPRO%IMATE V UME Of MATERIPL
BLOCK I
J _ tDT IG ~ i~ DISPLACED BY $iOR1A SANDY
~BOiiOM OF BANK JUNE 202 _ AREA~2 ACRES i ~ 2 4003 CU. 1D5.
_
i h91 O
~ _
~'~SMALL ~"APPRp%. MH.W.
40NE5 EL?L9'S J
Lr / ~ D GENERAL NOTES
/ I. POR PROJECT NOTES. SEE OWG N0. 212096.1-02.
O~ /JI
S04}y0 Q 2 NO 2120961-04ClIONS A-A iHRU D-D, SEE DWG
_ / / 5'L
R ~ /~--GP / ~ P
: , ,s ~ ~
/ GRAPHIC SCALES
i 'szo. / / Q aEa piAANI(; scALES eErDBC uswc
~e ~ 1"=20'-0" D~ ET
H bZtS d5 \
0 W`.\ / Thls arawinq ona °II copies °ntl me e<4gn ana aot° ~ on
° e lM1e p.operty al Ocean and Cooslal Consullonts, I c rd
in lua< pmp.ielory inlpm°Ibn. ine bevorn by «cei01 m
intention °I IM1e a.°wn9, °q.ees Inol, cepl ps capreszly
°ulnorrzea 1n wrdM9 by Oceo^ mta Cuvald Consullonts. Inc.,
it wdl (1) nol u e the arowinq or any <opY °I Ine aesi9n •
ISSUED FOR CONSTRUCTION amn snP.m. (27 nol .m,°ana. e.mm~ aisvml,l. Ine
e,orl^9 ° ony <wr +m use br Hues ona (n) ~pnn aemnna
t.w,n me amwmq. °n wples °na ml m°len°I <°p~.e me.el.°m
Y
pESfRPIIp) OAR Br IXSWFIIDII OAR Bi DE4GNED BY. SCALE REN90N
CA BON I
_ orean and GOaslal COn~svua~R
ryls oR WN arsivm SLOP STAB ZATION PROJEC --2a EO'
6227 CASTLE ROAD FISHERS ISLAND ~
p 0 ISSUED i0fi CgV51NlICTp`J ~/la/IJ SIFn QE' NI ANp COASTAL ~ A ~
- - - RALPH CAR8ONE HHRA Ij1oTi%
•s' j 35 COtVO21e 0rrve.5ute 1)00 W ~ CHFCI(ED BY DRA NG N0.
8 @ _ rn.mue,cr Dfifin 635 TUU~ DRIVE, CHESHIRE. CT 06410
o - - _ _ - STM1
~ a ~ Pnmeap31268 WO] OL RENEW ~
e - _ _ c«+suLiANTS E,.,czDa126B.662, - EXISTING AND DEMOLITION PLAN 272096.1-03
I
lOP Of DANK OE BANK JUNE 2012
-WALL IO RFMIAIN iOP Oi BANH - --iOP 01 BANK JUNC 2011
NUV 20 2 ~VPiIOH VNKNO'M.`)
t~ NUV. 2011 (EIEVaiION UNKNONN)
.N _
- - -
v, RECEIVECI
cavc. RE ialNINC wuE io el RcMOVEO y~r L
BOARD OF APPEALS
zD' - _ - _ - _ _ 20 _
BOiipA q° BANH NOV 2012
~ BOiiOM CF BANK .UNE 2012
" \ \ BOiiQ4 q° BANK
\1\ NOV. 2012 I--BOiipl CF BANK LNE 2012
/
10 _ _ c. _ 10. _ _ _ _ _ _ _
p 0
0 10' 20 3Fi a0' So' 60' 0 f0' 20' 3(1' a0' S0' 60' )o'
SECTION A-A SECTION B-B
SCALE Ri °1'-O~ SCALE $e"-1'-0'
ioV CF BANK a1lNF 2012 (CLEYAIICN UN%NOWN)
_ _ _ _ _ _
a _
r oP of eANK Nov 2mr
~\~~~~~~\6 f
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}0 ~iOP OF BANK NOV. 2012 - - - -TOP OF BANK JJNE 2012
\.vti VA VA v ~ (ELEVATION uN%NOwN)
a,AV//~y/v ~ eorioM a eANK Nov_ zm2
\ /
_ . N AL N S
2D' - . - Zo' -
-RGE OF CONC. SfAWAtt JUN£ 1012
---ROiiOM OF BANK JUNE 2012 I. FOR PRG£C1 NOtES, $EE OW4 NO 212096.1-02.
--FACE OE CGNG SEAWALL NOV. 2012 ~ 2 FOR LCLAiIQ4 OF EXISPNG SECiIgJS A-a iMRL'
- (CON0. SEAWALL i0 BE REMOKO) i O-O, sfE DWG. N0. 212096.1-03.
MUOLINE
o f0 f0 I
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A rS~Q~yv/vv/~vv~/~/O/v v'~v /y~` ^ -v=~ cRnPHlc scn~Es
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c lo' zG' an' o-o' sD' so' >o' eD' 0 10' 2D' ao' ao' sc'
in'is tlmwing and an coves ona the aes~gn one cold shown
SECTION C-C SECTION D-D e m. p.ope.fy o. oaon one coo:.a conewmnl., ins
scaLE sa"=r-o' scaLE h!- I'-o' adoae P,ovaelo.r meo,mmmn. mo nor.owe, dr ,eaa1 0
..1m1w. of me d•o:aq, ogeeec Laos a ant o e,meesr
wlno.r:ea m w.nlnq dy ocean ona cooilol co„:ulmm:, me.,
n wit (1) not o e the amwlnq or ony oopr m Inc aes;gn •
ISSUED FOR CDNSTRU CTIDN o, cold shown, Viz) not .w•oe„ee, e.nmu o, a:mnme Inc
atownq « o,.r ewr m. use sy nines ona U7 w«, eemona
rttwn Inc amvinq, oll copies ontl dl moleriol CW~etl Inerelr«n
MSINPPO+ ~AIE Br OES0iW110u aAI[ Ih DESIGNED 9Y. SCALE RENSIM
ocean aPe coastal COnmuams srwx CARBONE SLOPE STA81lIZAT10N PROJECT s/rs-.I-e'
e issued voR caxsmucncN IPa/u n~a oceAN uro NASrA4 ,Po,,, ~o ~ i1_ oRnx.+
DrHNRA ~ 6227 CASTLE ROAD, FISHERS ISLAND 1 DoiE1o O
° ~ - H CARBONE f/" ~ ~
8 ~ asc m fe D,mo sNne uoo RAIP cNE«EO ex DantxNC Ho.
o s _ - _ _ _ .Mroua. ci osell si_x+1
a n e zoal2szsoo 635 TUDOR DRIVE, CHESHIRE, CT 06410 De R~W[w.
o _ r caesnrAMrs vo..t2om2saea2l EXISTING SECTIONS 212096.1-04
Exlsr •
NORTH ~~_..~ri - ~ I caftmE III .A
j_. ) I ExisT. Luasru EreosloN IuzARo
~ IIN[ ($FF MAP REFERENCE Nal) ~`(//~~j~ I
' ~ ~ ~ ; ~ ~ 6 RECEI
E%.ST_ ~ I VED
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g- ~ ~ SCREENED ~ '
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RIPRIP REV£TMEM
t ' /f APPRO%. FOP OF
~ / ~ RIPRAP RENE[MENt IIW.) O
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x ~ /
m ~ EitlS - „ ~ ~A~E%IST II
O ~ "~\I //4_ PQA^ ~lx STONE PATIO }x`' /
~ / WIP~_ STONE \ .'3 E ~ E%ISi, WCOO i'
A sTURS wNR
r ~ pll F ~ / ftuur~s /
III EXISL. PCUL i0 RCMAIN I ~ ~ ~¢/'~t ,
~ '.I _i ~~APPRO%. 1GP OF fi° j1/ ,
REINfIXiCEO
- '-J KGETATEO SLOPE - /
E%ISi. COh$iA1 EROSION HAZARp I ~Y ~
LINE (SEE MPP REFERENCE No.2) III I `AppAV',C MPRO% TDC D` ~
II EXGVAIIpV ~ - = RIPRM REVETMEM'" J O
11 ~III~ uuR (iro.) /y /
I I
~y / /
6 CRESP - ~A ~ BDUI DERC- /
/
/
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BLDCK I / %/r
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AFEF 2}3 aCFES ,tc. / /I,
~ RIPRAP REgEIMENi AND / ~
- -VEOEiATED SLOPE 10
l BE FIELD COORDINAiEO ~ / p0 f
wRH pWNCR AfID / / C 0
_ NDi ID E#EU0 ONTO 29~
AOJACENI PROPER1y ~ E%ISF SMALL - /"APPROX. M.N.W.
StoNES EL.41.9'1 V
~ ~ ~ ~ ~ GENERAL NOTES
I / 8 ~ 1. fOR PROJECT NOLES SCE DWG. NO 21]096.1-02.
f \ ~ OS 0% O 2_ FOR MPA1R SECIIDNS a-A iHRU 0-0, SEE OWG.
X _ N0. 31}096.1-06.
i ! hry
/ ~P
4 -~P ~5
3 (x ~ GRAPHIC SCALES
~ 1510. Q Gf4CX p1APNL SOLES 9CFg1E USlMO
J W
o \ / / ~ ~ o , 3o ao Fr
1"=20'-0"
3 • N tl2DS; 15
Y yD N.•• / IDlx tlro+'IV9 vnd all co9KS ontl 41,e ees9n ooe tloly snvwr
ov a e Ine properly vl Oceon ontl Cooslol Consullvntz m~ on
S .elmtl~on of mle em.rg, olgrees matencepl as e.p~ePSSy e
4 mm~orime -~n wrnmq by Daon a`e coosml coomnontz, m~., •
II nBl (tJ not u e lbe dmwing o any copy of !ne eeslgn
or tlolo snowry (3) nol reproduce, esnib~l or dislribule Ine
ero„nq o any copy mr ~s< by nm~z nna (r) wo^ aen`ond
,elu,„ m. erowmq, on Cnpiee one ul mmer;ol called m=.elrom.
Y
ocscxwnar oar er ocstxwow ouE er DEVCrveo ev, sole REesoN
o~ea~ftod coas~l COnsuuanu srwN CARBONE SLOPE STABILIZATION PROJECT r-3o'-0-
o Isvxo Foa wwsaucnoN ,PON nwl D~"N "I'0 CO~tA1' .~w~m,...., oRavm erHHRa 6227 CASTLE ROAD, FISHERS ISLAND O
$ ~ - CCKE
~ ~ J _ ase m Tale Drive, ane,ano RALPH CARBINE cH o eeW oeAMtNe No.
~ g _ _ - Run6UY cr 066,+ eas roOOR oRlve, cr+ESF{IRE, Gi oeato A ~ - P TABILIZATION PLAN
a REwE W.
~ canslnrwrs Pbme[zosl36e BOOT _ _ _ $LO E 21~~36.f-OS
_ ~ _ _ - _ Faz. (ID31368 8611
- F%ISi WALL TOP O{ BANK - gPPRO% lOP OF BANK ,XiNF 1011
i0P OF BANK JX TOP CF BANK JUNC 2°12 NOV 2°Ix
/-PEDESTRIAN $pF[rv FENCE BY OiIiCRS PCOCS1RIpN SAFETY FENf,E BY OiHCRi A
NOV 2011 _ _ ~ _
a0 - i _ _
flFCRApf ip MpICH EXIST. a°~.. - / ~ - - t~
RECRAOE IO MAiGI EXIST. .~l
PRNAPY [AKR \ PRINgflY [AKR ~J RECEIVED •
YL LAIR SCC LAYCR~
SCG (AILR \ yC lplER
HMp2r SHRUB 4EGEIA]I0.V (BY OINLNSJ
\ PRMIAPr 1AKP / \ MiNX)V SHRVB KLY IA RM (HYOIXCflS)
\ SC< ( MR \ PMMARY LAKR 111/l~ 'J
}0' _ _ _ A _ _ \ SfL LA I£R / AUK ~ / ^
4
YC LAKA 30' _ _ _
\ SCL LpttR
\ PR/MAPY LAKR I'-0' 6''0" \ _
\ YC (aVFR CRES1 \ PMUaRV LavFA I'-0" 6'-0
\ SCG LAYER cRESi BOARD Q~ APPEALS
SCC LAISR
SAFE SLOPE A~\ PMMARY (ArtR \ SCC LAYCA LOCATpICN TJUN~2012 K
\ SAFE POPE A~ PRwAAY LAKR
DETERMINED BY Yt (q YEp \
OETERWNEO BY \
CIXIiRACTGR \ APPROX. TOE DF BANK 4L (AYCR
_ CONTRACTOR
20' _XG_Ld1SR i _ _I LOCA_110N__J_UNE _x0_Ix
R.i 19.0' _ _ _
PMNAAY LAITA \ EL.a 190'
I' 1 I PF/MAFY UIiA I
1 ~ 1
f i FIPRAP RE4EiMENi E%ISi. GRAD[ NOV 1012 J
(gRMIXt LAVER) RIPRAP REVELMENT
EpSI, GRPDE NOV 2012 6 ~ ~ (ARMOR LAKR)
CRUSHED SiCNE TYPE p E%IST. MUDLINE M 0
10' - - _ _ _ _ L _ - CRUSHCO STONE )YPf ] -EXIST. MUDLINE
' 1p'
6 _ _ _ _ _ _
_
CgAPACTEp GRANULAR RLL - - - '
CgAPACTEO (FANULAR FILL ~A~}~y~~.~
^Y5~MNl CRUSHED STONE ]YPE I
CRUSHED STIXVE IYPf I GEOIEXPLE FADRIC (iTP.) GEOIEXPLE fABFIC (iYP.)
0
p
0 10' xo' 30' a0' s0' fio' zG' o Ip' 2p' 3D' a0' sp' fio' To' Bp'
SECTION A-A SECTION B-B THICMKNE$s Aeo Fr
SCALE 3',6=1'-0" SCALE 31a'°1'-0" %LE55 THAN HEIGHT gMEN9pN
BY WEIQIi LB FT
°(MWJ 390 L33
pPPRO%. i~ OF BLANK JJNE 2012 15 150 9)
i -ExISi. GRgOE rvOV Imd ~ 85 61x0 167
PCOESiRIpN SAFCiv FENCE BY OTHERS }-Sa
y- ~ 1°° (Max.) lzszo a.z3
' - RECapDEro MaicH E%IS1.
\
T PRMARY (AYCR J MVOVV SHflVB KLf IAIIpJ dl' OTHERS CRUSYfO $10NC IWE I
( ) ~ TOP OF BANK NOV 2012 tHICKNESS: L5 FT
SCC (A Kfl- )
Z LE55 iHaN WEIGHT pIMEN4(M'
V SCC (AYCA ~ ~ EpSi. GRADC NOV. 2012 TO BE CXLAVp.EO AS BT WEIGHT LB EL
TOP OF BANK NOV. 2°12 REO'D i0 PLACE RIPRAP AND RESTORED 0 (MIN 1.0 0.18
\ PRImABV LA2
15 V 0.22
_ a3}
- 3G
\ src urER r D s'-a^ _ so _
~ BS 19.6 O.a9
\ PMMARY (AKA ~ LREST
SEC uKR ~ CREST - pPPRO%. TOP OF BANK JUNE 1012 100 (MA%,) }}.0 0.58
\ SEC LAYFA
SAFE SLOPE A~ \ FFIUAAY uKF i CNUSNfO $10NE 1fPC Z
\ NATIVE SOIL LAYS-OOi SPECS GABLE JO}~ 1 PER
DETERMINEp BY SCC LAttR AND REPLANT
CLNifl ACTOR \ 4 SHALL DE
USED AS 12" LNICK REDOING LAYER FIXt
REINFORCED SLOPE, COMPACTED i0 Ai
m' __--\-__-.___-_-_---.3SL-LAKR .
_ - 10' _ _ _ _ LEAST 955 OF THE MODIFIED PRDCTOR
\ ~ EL N9.0' - EL +19.0' VALUE AS OEiERMINED By AS]M D155J
PRIMaar arEA
E I FACE OF coNC. SEpwALL ~
N JUNE 101] 1 1I APPROX. BOTTOM OF BANK
_ ~1 ~1 JDNE x011 GENERAL NOTES
I
RIPRAP REVELMENT SAFE SLOPE AS 1, fOR PROJECT LADIES. 5FE DWG. N0. xIx096.1-Ox.
FIPRpP REVETMENT E%I T.
o (ARMOR SAYER) DPERMINEp~RY O
. ~ CONTRaCi (ARMOR LAVER) MUDLIN~ 2 FOR LDC TION OF gEPAIR SECTIONS A p THR D D E
$ 6 ~ N0. 21x096.1-05. V - S E DWG.
CRUSHED STONE TYPE Z FACE OE CONC. SEAWALL
~ ID _ _ _ _ NOV 2012__ _ A
10' _ _ _ _ _ CAL DETAILS OF THE PRIMARY AND SECONDARY Lp YERS,
_ _ ` e N ~S~ 1 6~ DWG. NO P2096]-07.
A 0 ~ E%ISi MUDLINE CRUSHED STONC TYPE I
E R 4~~ ~ ' a. E%ISTING BWLOERS (NOT SHOMN) THAI CONFIICi VATH THE
V' CONSiRUCiION SHALL BE SPREAD Wi IN FRONT Q" 1HE RIPRPP
TOE.
GRAPHIC SCALES
CRUSHED SiONF J)9E 1 GEOtE%PLE FABRIC OKCI( ptAPNLO $[ALE$ gEFLKE U9NG
GEOTC%IILE FPBRIC (TYP.)
D s Ia n.
° 1°' 20' 3a' an' so' 60' zo' Bo' ° 10' 20' 30' ao' s0
SECTION C-C 1n1s d,o.~n9 ~d el toes ene m< ee.~yn eed amp ano.<
SECTION D-D . m. woPeny e~ o.<e~ end eoe<ml ce~seue„LS, In. em
scpLE A; -1' G- swLE %s"=I'-o" mdeee P,ePnem.y M1ameBa,. m< 5a.ewer 6r ~e«pi e,
.shoo" of rn. ero.~cq, oq.«s mal, . «Pr o <.P.e::q
omne.aee w.un9 fiy oceen era coosml coewnem<. m<..
H wal D) „ore < m< e.own9 0, e~y copy or m< a<z~9n •
- 155LJED FOR E,'DNSTRU CTIDN ~ ame znowa (2) ear .<P.odUCe, emma o alsl.rome me
e.e.hy w eey cn9r m, es< nr omen ooe (3) ePm d<m~d
.<w,~ m< e,o,.mq, ml <OP~« el.d ml mm<.lol ceP~<e m<.<LOm
pESlldPilM OAIE BY pESPM1PIIp! pAR RY DESIGNED DY: $CA1E REYIAM
o~ap aaa coastal CORSauams ADKA CARBONS SLOPE STABILIZATION PROJECT 316--r-o"
g ° Isvxp Foa coxsmucncN I/l9/13 sTm acEgx AND CAASTAL .corn w,,., ~ DapwN Br: oat
cauA 6227 CASTLE ROAD, FISHERS ISLAND E 0
~ - RALPH CARBONS '~'°i"
S 35 LO pwvle pM¢, SIMe t1(10 ~ fA1FCKED BY.
~ ~ - - - _ Trurtlwll, cT 06611 STWH DRAWING ND.
635 TUDOR DRIY£. CHESHIRE CT Ofi410
_ coNSJLTANTS Plwne: RG3116s spm Dc RFNFm STOPS STABILIZATION SECTIONS '
' Far: (2031 x69b611 _ 'I' TMC ~ ~ /YG
NocauoN aF
C%t C(%IRY B OVERLAP
9JppP¢i SiRUiS
HODN OVCR Wa / •
COMPACICp 9~ CLOSE fly HANG ~ RECEIVED
IHICN LIDS OF A
CRpNVLPk EILL
(SEC LCN. NO FC TJ V
GALVANIZED W£LDEp N1Rf FORM ~ [~~3
PS MANUFACIVREO DT SYNIEEN
_ _ _ h/.NIABLE 1ECHNICPL LABRICS OR 9MILpR
$dL BOARD OF APPEALS
SUPPORT S1RU!
m _.___'~'y~~" 8 NOTES F 6
GEOGRIp STNFEEN
SF-80 dt SIMItPR NIXJ WOVEN ~ 1. FACE CCN95i5 OF PREF ORRICAiEp 'MELDED M1Rf fAORIC A'v1'.
'ARaP41NG ARWND FACc FiLiER fPBRIC
3. ALL f01iM5 AND SiRUiS SHALL PE FABRICATED MFiH GALVANREp NFRE.
5'-D'
SECCA'DARY LaKR OVERALL tENGIH O( MIRE FORM IS 10'-0' WFFH 6. OKRLAPPINC Pi ENDS. 1'-0'
9. PLACE SUPPORL SIRUi AF1ER LINING BASNEi MFH GCOGgID BUI pEFORE ~ 6' <
TILLING yATH PLANiABLE Sql ANp MRM BACK.
SECONDARY LAYER ELEVATION A-A
REINFORCED SLOPE DETAIL WELDED WIRE FACE UNIT SECTION B'8
scuE I'=r-o' SCALE 1g'=r-a-
SCALE I/(=Y_D•
LCCAFIDN CF
ucxT carasE
t` PL
1.-R.
I'_6' fi II' 6• -
CCMPACIED 9
MICI( uFTS of A
GRANULAR RLl
(SEE GfN. NOtE 3) I ~ SP6 ilP
OPPd1AL STEEL ~ GALVANIZED M£IDEp MRE FORM -
ANCHORAGE ASSEMBIT AS NANUFACRIREp BY SYNTEEP
(SF£ OETAILf iECHNIUL GABFICS Ofl SIMILAR
PLANTAdE P PL (iYP.) A6 gEBAR
HOOq 11E SdE
~ SVPPCHI SiRUi NOi G.
sn.~<im
~ I, STEEL iD BL HDi-DIETED GALVANfZED.
Z f 2. PRO"OE FWR (I) PER R0.L 'MOTH Ai EWAL SPACING. •
CCMPACFCO FILL (IN GENERAL) OR GFOGRID SYNIEEN SF-80 OR NON WOVEN 1 HOOK ilE NOi $NONN FOR CURRY
CRUSHED STONE tYPE 3 (If FIRST LAYER) 51MRAR M3APPMG ARWND FACE RIIER FgpRIC fff~~~"'
A 0. CPiIDNAL ANCHOR PLATE i0 RE USED Ai, ANp LIMITED 10. ARFP WHERE
f %IENpING INE FULL OEAGN LENiH OF GEOGRID IS NOi POSSVBIE Ai LEAST
IB-0" PRIMPflY I.0.YER 1'PiHOUi ANLHpflAGE PSSEMBLY
Is'-O" PRm PRY uFFR N'liv ANCHORAGE PSSEMOLr FIFTEEN (IS) FEET OF CEOCRIp sHALL RE USED SEAWARD OF THE PLaiE
PRIMARY LAYER - REINFORCED SLOPE DETAIL OPTIONAL ADDITIONAL ANCHORAGE DETAIL
SCAL£ I"=L-0' SCALE 3'=I'-0"
-FACE OF NE%T PAIMAflY LATER GRID
I,_D• I• D• I• D•
GENERAL NOTES
PtANTABLC L FOR PROJECT NOTES, SEE DWG. N0. 21}096.1-D2.
SdL
~q~ 3. Gfl PNULPR FILL SHALL BE COMPACTED TD Ai LEAST
/pv 95; OF tHE MWIFIED PROCWR VALUE AS
SECONDARY LAYER GRID (v` DETERMINED BY AS1M p159.
2 SEC OCTAL
E ~ LdAPAL1E0 9" MMX PLANiA%E
GRAPHIC SCALES
~ LICI$ Ci LRANW.M CILL
(Sf[ GENERAL NOTE 1) piEpt fAARMC SCKES ~TqR U9NG
/ /f
~ SECONDARY LAVER GRIP .R,~T, O 1 1 Fi.
~ I SEE DE IM i"-I' 0"
fi 174"=T,_p. ~ Fr.
PLANIABLf D 6 IN.
502 3 =1 -G ~..~.'9
a
PftIMPRY LATER ORIp This yavinq MO W copies and lM1e design and tloto yi~own
SEf pEA¢ a the property of Ocean and Cooslol Cw+sutlonts, Inc. and
indutle proprietary Inlmmolim. The bamver by rtceipt o
1 retention o! the tlrowng, agrees Inal, evicepl az evpessly
o GEOGRID SYNiEEM1 SF-BO ~ NpN WOVEN oulM1wlzeJ In vlpng Ey Ottpn and Coostol Conwltanls, Inc.. •
( q a any copy of the de_i
~ FR SMILAR S1P.) fILIER FABFID it wlil 1 not u e IM1e dmwln r cgn
REINFORCED VEGETATED SLOPE DETAIL (iYP) U enm sbmrn. (z) net ~ep.eav=e, e.M1~bli n metdbule me
5 SCALE r=+-D' ISSUED FOR CONSTRU CTIC7N d-owing e, eny cnvY Yn, nee be nme,e end rP)~pn^aemo„a
relwn the aowlnq, ml ~oP~e: nna mI melmnl coplea mer.nom
Y
pESfAP¶pl DAR PY LCS~IIpI PAR PY DESIGNED PT SCALE RE"9cN
AplcA CARBONE SLOPE STABILIZAT{ON PROJECT Ps NDiEp
7 ocean aatl GoasWl Gonwltants ~ Da¢ D
g D iswEn FDR GcgsmDCnw IIIP/n sxR OCEAN AND cnASTAE •~p.^+,„,p,+ i1_ DR"MN Br: 6227 CASTLE ROAD, FISHERS ISLAND
_ ~ RALPH CARBONE (J"' GAM" 1~10~13
35 COryoate Derre. 6uYe 1200 CHECKED BY'. pRAN1NG NO.
u w - _ _ Irwlpue, ci 06fin 635 TUUOR DRIVE, CHESHIRE, CT 06410 ' SiKN -
a _ - - - - Prone zo3lzsasoai o° RE"Ew: VEGETATED SLOPE DETAILS
o _ - caNwLTANrs Fa..IZOaIZ6ee6zF 2120.1-DI
-j- -C I