HomeMy WebLinkAbout1000-1.-2-5 OFFICE LOCATION:
Town Hall Annex
54375 State Route 25
(cor. Main Rd. & Youngs Ave.)
Southold, NY 11971
MAILING ADDRESS:
P.O. Box 1179
Southold, NY 11971
Telephone: 631 765-1938
Fax: 631 765-3136
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: February 7, 2013
Re:
Proposed Wetland Permit and Coastal Erosion Hazard Erosion Permit for RALPH CARBONE
SCTM# 1000-1-2-5
J.M.O. Environmental Consulting Services on behalf of RALPH CARBONE requests a Wetland Permit
and a Coastal Erosion Permit to remove approximately 335' of concrete seawall and approximately 30'
of exposed CMU wall damaged by Hurricane Sandy; install on filter fabric, crushed stone and
compacted granular fill approximately 400' of rip-rap revetment; a portion of the bank will be excavated,
several layers of compacted 9" thick lifts of granular fill will be installed and galvanized wire forms with
filter fabric will be installed; the forms will then be filled with plantable soils and then planted forming a
reinforced vegetated slope. Located: 6227 Castle Road, Fishers Island. SCTM# 1-2-5
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.
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
TeW~ of SouthoM
WRr CONSlSrF, NCY ASSESSMENT FORM
A. IN~RUCiiONS
Ail applicants for permits* including Town of Southold agencies, ~hs!l complete this CCAF for
proposed actions that are subject to the Town of $outhold waterfront Consistency Review Law. This
assessment is intended to supplement other information used by a Town of $outhold agency in
making a dom:ruination of consistency. *Except minor exempt actions including Building Permits
and other ministerlal permits not located within the Coastal Erosion Hazard Area.
Before answering the questions in Section C, the prepa1~r of this form should review the exempt
r~innr action list, policies and explanations of each policy co,mired in thc Town of Southold Local
Waterfront Revitalization Program. A proposed action will be eval:~_~xi, as to its si.%mificant
bimcficial and advers~ cffcot~ upon the coastal area (which includes all of Southold Town).
If any question in Section C on this form is ~ "yes" or "no", then the proposed action will
~ffcot the achievemenI of the LWRP policy standards and conditions conl~dned in the consistency
review law. Thu~ each answer must be explain~ in de~n~ listing both supporfl-~ and non-
~m~ortin~ het~. ff an action c~nnnt be certified as consistent with the LWRP policy standards and
conditions, it shall ~ot be undertaken.
A copy of the LWRP is available'in the following places: o~llne at the Town of Southold ' s
websi~e (southoldtown.northfork.net), the Board of Trustees
local libraries and thc Town Clerk's office.
DESCRIPTION OF SITE AND PROPOSED ACTION
SCTM~ 1 2 . 5
PROJECTN~ Erosion control/storm damage'
The Appliesfion has been submitied to (check appropriate response):
Town Board
dAN I 8 2013
$outflold To~vn
Board of Trustees
~ of Town of Souhold ageacy a~ion (check
(a) Action undertaken directly by Town agency (e.g. c~pital []
construction, pl...i.g activity, agency regulation, hnd transaction) []
(b) Fimmdal assist~ce (e-g. grant, loan, subsidy)
(c) Permit, apv owl, license, certific aion: [] '
Nature and extent of action:
~lease see attached
Sto,m Sandy has caused significant erosion at this site with
approximately 2,400 c.y. of material displaced. The applicant
proposes to remove approximately 335' of concrete seawall and
approximately 30' of exposed CMU wall. To install on filter fabric,
crushed stone and compacted granular fill approximately 400' of
dp rap revetment. A portion of the bank will be excavated ,several
layers of compacted 9" thick lifts of granular fill will be installed
and galvanized wire fmms with filter fabric will be installed. The
forms will then be filled with plantable soils and then planted
fomting a reinforced vegetated slope
Ixg~tiol]ofm~JO~ East End Road, no ~, Wishers Island
Sm sc~mge:.
Single family dwelling
R-120
If an zpplication for the proposed action has been filed with thc Town of Southold agency, thc following
information shall be provided:
(a) Nameofapplicant: Ralph Carbone
635 Tudor Drive.
Cheshire, CT 06410
(c) T~q~ao~g~,mh~:A.res, C, od~( ) 203-250-9181
Unknown
(~App~c~ai~mnumber,~ay:
Will the action be directly
Yes [] No [] ' If yes, which state or federal
state or federal agcncy~
N.Y.S.D.E.C.
C. Evaluate the project to the following
not support the policies. Provide all
Incomplete answers will require that
how the project will further support or
that will further each pokey.
for completion.
Policy 1. Foster a the'
rakes
minimh~e~ Scs
The project does not
is felt that this
,f Southold that enhances community character,
, and
- Policies; Page 2 for evaluation
"devs
;t is consistent with this policy
Attach ~ sheets if neceszary
Poficy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See
· LWRP Section HI ~ Policies Pages 3 through 6 for evaluation criteria
~ Yes [] No [] Not Applicable
The project shall have no impact upon any historic or
~rchaeolo~ical resources- It Js
is U~n~fmnf w~fh fhim
Attach addi~onal sh~cts if n~essary
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See
LWRP S~ction III- Policies Pages 6 through 7 for evaluation criteria
The project will have no Jmpmmf ,pmn ~n~ ~=~,,~=~ or i~act
the visual quality of the Town. If ~m f~]~ fhm~ ~h~= pr~j=~e
is consistent with this policy
A~ach addi~onal she~ if am~e~ssmy
NATURAL COAST POLI~S
Pofi~ 4. M~ l~s of ~e, s~r~, ~d na~ mouses from flood~g ~d e~sion. S~ L~
~fion ~ - Poli~ Pag~ 8 t~u~ 16 for ~aluafion c~a
~ Y~ ~ No ~ Not AppH~ble
Attach additional sleets ffn~msmy
Policy S. Protect and improve water quality and supply in the Town of Southold. Sec LWRP Section Iii
~ policies Pages 16 through 21 for evaluation criteria
~-~ Yes ~ No [-~NotApplicable
The project shall have no impact upon th~ qum]~y mr q,,mn~y
of ~otable water. It is felt that this projm~t ~s ~n~n~
with this policy
A~ch add~iona[ she~ if neces~'y
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 LV~RP Section Eli - Policies; Page~ 22
through 32 for evaluation criteria.
· ¥~ No Not App~b~
The project shall have no negative impacts upon the. guality or
function of any wetlands, ecosystems or areas of Significant
Coastal Fis~ and Wildli~e Habitats. It is .Ielt that t~ls prolec[
Policy 7. Protect and improve aiF quality in the Town of Southold. See LWRP Section rll - Poli6es
Pages 3.2 flJrough 34 for evalua~on criteria.
[] Yes n~ "0 [] "0' App.cmble
The project shall have no impact upon air quality. ~t is
felt that this project is consistent ~ith this policy
Attach nddRional sheets if ne~,~aty
Polic7 8. Minlmh,e environmental degrodafion in Tow~ of SouthoM from solid must~ mid Ib,~rdous
substances and wo.tes. See LWRP Sectbn ]HI- Policies; P~ges 34 through 38 for evaluatiou criteria.
[]¥~ n'] No [] Not Appncable
The project does not involve the use of or disposal of solid
waste or hazardous substances and wastes. It is felt that
this Droiect is consi.stent with this policy
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 Southoid. See LWRP Section m- Policies; Pages 38 through 46 for evaluation
criteria.
~ ¥~['-] NO [] Not Applicable
This project will have no impact
project is consistent with this policy
upon public access to, and
fmlt that this
Attnch additional ~heets if necessary
WO[~I3~NG CO.4~/' POLICIES
Policy 10. Proteet SouthoM's water-dependent wes and promote siting of new water-dependent uses in
suitable ioeatioua. 8~ LWRP Section III- Polk~; Page~ 47 through 56 for evaluation criter~.
[] Ye~ [] No [] Not Applicable
The project w~tl have no impact upon Southold*s
water-dependent uses or the sitinq of new
water-dependent uses in suitable locations. It
is felt that this project, is consistent with this policy
Attach additional
Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peeonic
Estuary and Town waters. See LV~ Section ITl - Poflcies; Pages 57 through 62 for evaluation criteria.
[] Yes ~ NO [] Not Applicable
The project will have no impacts upon the substainable use of
consistent with thi~ policy
Attach a~tl!tional sheeta if honorary
Policy 12. Protect agrieultural landa in the Town of Southold. See LWRP Seetion HI - Policies; Pages
62 through 65 for evaluation criteria.
[--] V~ [] No ~ Not ApPlicable .
The project does not involve agricultural lands. It
Attach ~4d~/onal shcots 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.
The pro~ect does not involve the use of or development of
enor?y~ ~r m{nm~-ml r~nl)r~q. TI- im f~lf ~hz~ t-hi~ policy
is not applicable to this Dro~ect
PREPARED BY Glenn E.. Just TITLE Agent DATE 1/8/1 3
I J&N 1 8 201~
~ EC~V~ ~
J&N 1 8 201~
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2 12FICJ6. '~ -FI 1 P. OVE~ SHEET AND DRAWING LIST
21 ~-096, 1 -02 PROdEOT NOTES
2 '120cJ6,":-r93 EXISTING AND DEMOLITION PLAN
~. 1 2Fie:j6, 1 -FI4 EXISTING SECTIONS
212FIcJ6. 1 -05 SLOPE STABILIZATION PLAN
2 I 2r'lcj6 I-I-16 SLOPE STABILIZATION SECTIONS
2 12FIC:J6.'~ -I-I? VEGETATED SLOPE DETAILS
~c~v~¥_
,,w ~o.. ,o .^.~,, VIr. INITY MAP
RIA"L)E~IoflTO ~O~PE '~/' Y' "J JAN f 8 2013
O 1OOO 2000
" ' ~uthofd Town
SCALE ~ 8oard of Trustees
7his drewing end ell copies end ~he design end dele shown
ore ~he proper~y
include proprie~ory informo{ion. The borrower by receipt or
re[enUon of [he drewing, ~grees [ho~, excep~ es expressly
eu[hodzed in writing by Oceon end Coes{el Consul~en{s, Inc.,
~ ii will (1) no[ use [he drewing or eny copy of [he design
I~UeD f~R ~DN~TRU~TIDN o~ shown, (2)~o{
drawing or eny copy for use by o{hers ~nd (3) upon demend
re{urn 1he drewing, ell cop~es end oil me[eriel copied [herefrom.
DESIGNED BY: SCALE REVISION
~[sc,l~0u ;~ ,v D~S~,l~I0, ~[ ~v , STWH CARBONE SLOPE STABILIZATION PROJECT ~s NOTED
;*' [OCEAN AND) COASTALI Ocean and Coastal Consultantsa COWlcompany ~ DRAWN BY:cAMA 6227 CASTLE ROAD, FISHERS ISLAND ~/1DATE0/13 0
~ / Trumbuil, CT 06611 635 TUDOR DRIVE, CHESHIRE, CT 064-10 QC REVIEW:
. ,~..:~o3)~,,-,oo~ COVER SHEET AND BRAWlNG LIST 212096.1-01
~ L CONSUL'.TANTS J Fax: (203) 268-8821
ECE~VE
JAN f 8 2019
PROJECT NOTES
DESIGN CRITERIA 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AT HIS EXPENSE REQUIRED FIRE PROTECTION SYSTEMS 2. FABRIC FENCE MATERIAL SHALL BE SUPPLIED IN ROLLS WITH APPROVED STAKING ATTACHMENTS FROM AN
AND DEVICES AS NECESSARY TO SAFELY PERFORM THE WORK IN ACCORD WITH THE APPLICABLE APPROVED SUPPLIER AND SHALL BE PLACED iN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN
1. STEEL pLATES SHALL CONFORM TO A56, HOT DIPPED GALVANIZED AFTER FABRiCATiON REGULATIONS. IT SHALL BE OPERATIONAL THROUGHOUT THE PERIOD OF CONSTRUCTION. INSTRUCTIONS.
2. THE COMPLETED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE FOLLOWING DESIGN LIVE LOADS 19. THE OWNER SHALL HAVE THE RIGHT TO WITHHOLD WITHOUT PENALTY PAYMENT DESCRIBED ABOVE, OR
APPLIED IN CONJUNCTION WITH BACKFILL AND RIPRAP ELEVATIONS INDICATED ON THE REFERENCE SECTIONS REFERENCED HEREIN, FOR COMPLETED WORK SHOULD THE CONTRACTOR FAIL TO MEET 5. STOCKPILING OF MATERIALS WlTBIN THE FLOOD HAZARD ZONE IS PROHIBITED.
DRAWINGS: OBLIGATIONS OR REQUIREMENTS OF THE CONTRACT. WITHHELD PAYMENT SHALL BE PROMPTLY MADE UPON
THE CONTRACTOR'S PULL COMPLIANCE WITH THE CONTRACT. 4. WORKING OR PLACING MATERIAL ON EXISTING WETLAND VEGETATION IS PROHIBITED.
LIVE LOADS:
20. COMPLY WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS FOR PROTECTION OF THE ENVIRONMENT DURING
SURCHARGE: 100 PSF UNIFORM LOAD THE WORK. NO LATER THAN 5 DAYS FOLLOWING AWARD OF CONTRACT, SUBMIT A COMPREHENSIVE PLAN EXCAVATING, BACKFILLING, AND COMPACTION
DESCRIBING THE MEANS AND METHODS TO BE EMPLOYED FOR PROTECTION, CONTAINMENT, AND CLEAN UP,
WAVE LOADS: ENSURE THAT PERSONNEL ARE PROPERLY TRAINED AND THAT SUFFICIENT EQUIPMENT AND MATERIALS ARE
READILY AVAILABLE FOR USE IF REQUIRED. ABIDE BY STATE AND FEDERAL SPILL REPORTING 1. THE CONTRACTOR SHALL EXCAVATE, BACKFILL, COMPACT, AND GRADE THE SITE TO THE ELEVATIONS AND
RIPRAP SHORELINE PROTECTION: IO0-YEAR FREQUENCY TIDAL FLOOD ELEVATION AS REQUIREMENTS. LIMITS SHOWN AND AS NEEDED TO MEET THE REQUIREMENTS OF THE CONSTRUCTION.
DEFINED BY FEMA WlFH IO0-YEAR FREQUENCY WIND
GENERATED WAVE LOADING ADJUSTED FOR LOCAL 21. THE OWNER RESERVES THE RIGHT TO CHARGE THE CONTRACTOR FOR ADDITIONAL ENGINEERING SERVICES IF 2. STRUCTURAL FILL SHALL CONFORM TO THE NEW YORK DEPARTMENT OF TRANSPORTATION STANDARD
BATHYMETRY REQUIRED DUE TO THE CONTRACTOR'S ACTIONS OR INACTIONS. SPECIFICATIONS 2008, SECTION 755-111, TABLE 75.3-11A.
5. EXISTING SITE SURVEY AND MEAN HIGB WATER LINE INFORMATION TAKEN FROM A DRAWING TITLED "RALPH 22, THE STRUCTURES HAVE BEEN DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER CONSTRUCTION IS
CARBONE JR, LOTS 1-1A & 1-1C, 6227 CASTLE ROAD FISHERS ISLAND NEW YORK, PROJECT NO. 2012828 COMPLETE. THE STABILITY OF THE STRUCTURES PRIOR TO COMPLETION IS SOLELY THE RESPONSIBILITY OF 5. STRUCTURAL PILL SHALL BE PLACED IN LAYERS NOT MORE THAN 9" IN LOOSE DEPTH. DO NOT PLACE
BOOK NO FI 2012. ELEVATIONS REFERENCE NATIONAL GEODETIC VERTICAL DATUM OF 1929 DATUM THE CONTRACTOR, THIS RESPONSIBILITY EXTENDS TO RELATED ASPECTS OF THE CONSTRUCTION ACTIVITY FILL MATERIAL ON SURFACES THAT ARE MUDDY, FROZEN, OR CONTAINING FROST OR ICE. PLACE FILL
(NGVD29). INCLUDING, BUT NOT LIMITED TO, ERECTION METHODS, ERECTION SEQUENCE, CONNECTIONS, TEMPORARY MATERIALS EVENLY ADJACENT TO STRUCTURES, TO REQUIRED ELEVATIONS. TAKE CARE TO PREVENT
BRACING, FORMS, SHORING, USE OF EQUIPMENT, AND SIMILAR CONSTRUOTION PROCEDURES. REVIEW OF WEDGING ACTION OF BACKFILL AGAINST STRUCTURES BY CARRYING THE MATERIAL UNIFORMLY AROUND THE
CONSTRUCTION BY THE OWNER AND ENGINEER OF RECORD iS FOR GENERAL CONFORMANCE WITH THE STRUCTURE TO APPROXIMATELY THE SAME ELEVATION IN EACH LIFT.
~TIONS CONTRACT DOCUMENTS ONLY. LACK OF COMMENT BY THE OWNER AND ENGINEER OF RECORD WITH
1. NO GUARANTEE TO THE ACCURACY OF THE REFERENCE DOCUM:ENTS IS PROVIDED HEREIN AND THE REGARD TO CONSTRUCTION PROCEDURES SHALL NOT BE INTERPRETED AS APPROVAL OR ACCEPTANCE OF `4, CONTROL STRUCTURAL FILL COMPACTION DURING CONSTRUCTION TO PROVIDE THE MINIMUM PERCENTAGE OF
CONTRACTOR SHALL RELY ON HIS OWN FIELD VERIFICATION FOR ITEMS SO REQUIRED, SUCH PROCEDURES. , DENSITY SPECIFIED FOR EACH AREA AS DETERMINED ACCORDING TO ASTM 01557. STRUCTURAL FILL
AREAS SHALL NOT FALL BELOW 95% OF ITS DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY
2. SECTIONS, DETAILS, NOTES, DIMENSIONS AND CONDITIONS ARE APPLICABLE AT ANY OTHER LOCATION 25, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF HIS OPERATIONS. THE CONTRACTOR SHALL THE ABOVE TEST.
WHERE CONDITIONS AND DETAIL ARE SIMILAR BUI- ARE NOT SP/~CIFICALLY NOTED AS SUCH OR ARE NOT TAKE PRECAUTIONS FOR THE SAFETY OF, AND SHALL PROVIDE PROTECTION TO PREVENT DAMAGE, INJURY,
OR LOSS TO PERSONS EMPLOYED BY THE CONTRACTOR IN PERFORMANCE OF THE WORK, AND PERSONS
SHOWN. NEARBY THAT MAY BE AFFECTED BY THE CONTRACTOR'S OPERATIONS OR THE WORK, INCLUDING 5. CRUSHED STONE BEDDING LAYER SHALL CONFORM TO THE NEW YORK DEPARTMENT OF TRANSPORTATION
.3. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWI~ER. EQUIPMENT AND MATERIALS WHICH WILl_ BE INCORPORATED IN THE WORK, AND OTHER PROPERTIES AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 2008, SECTION ?03-02, SIZE
STRUCTURES AT THE SITE, OR ON ADJACENT PROPERTIES, DESIGNATION
.4. THE CONTRACTOR PRIOR TO CONSTRUCTION AND FABRICATION DF CONSTRUCTION MATERIALS SHALL VERIFY
EXISTING CONDITIONS AND DIMENSIONS, 24. OBSTRUCTIONS ARE DEFINED AS UNFORESEEN OBJECTS, WHICH IMPEDE PROGRESS. OBJECTS, WHICH ARE GEOTEXTILE FABRIC
MADE KNOWN TO THE CONTRACTOR, WILL NOT BE CONSIDERED TO BE OBSTRUCTIONS. NOTIFY THE
5. IF, DURING THE PERFORMANCE OF THE WORK, THE CONTRACTOR FINDS A CONFLICT, ERROR, OR ENGINEER OF RECORD IMMEDIATELY UPON ENCOUNTERING UNFORESEEN OBJECTS. NO CONSIDERATION WILL
DISCREPANCY IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL SO REPORT TO THE ENGINEER OF BE GIVEN FOR ADDITIONAL COMPENSATION ON THIS ACCOUNT WITHOUT THIS TIMELY NOTIFICATION. 1. GEOTEXTILE FABRIC SHALL BE MIRAFI FILTERWEAVE FW-700 GEOTEXTILE FABRIC OR AN EQUIVALENT
RECORD IN WRITING AT ONCE. BEFORE PROCEEDING WITH THE WORK AFFECTED THEREBY, THE CONTRACTOR ACCEPTED BY THE ENGINEER OF RECORD.
SHALL OBTAIN A WRITTEN INTERPRETATION OR CLARIFICATION FROM THE ENGINEER OF RECORD. WORK 25. SUBSTITUTIONS MAY BE FURNISHED F~OR MATERIALS SPECIFIED HEREIN PROVIDED THE CONTRACTOR
DONE BEFORE THE ENGINEER OF RECORD RENDERS HIS DECISION IS AT THE CONTRACTOR'S SOLE RISK. SECURES ACCEPTANCE FROM THE ENGINEER OF RECORD.
2, INSTALL GEOTEXTILE FABRIC IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. MAINTAIN
6. THE WORK SHALL BE PERFORMED IN A GENERAL SEQUENCE DEVELOPED BY THE CONTRACTOR AND CFI FCTIVE DEMOLITION AND DISPOSAL MINIMUM 12-1RCM LAP AT ADJACENT SECTIONS.
SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW, IN ACCORDANCE WITH THE REQUIREMENTS OF THE
CONTRACT, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION 1, SELECTIVE DEMOLITION AND DISPOSAL SHALL BE PERFORMED IN ACCORDANCE WITH FEDERAL, STATE, AND 5. PROPERLY ANCHOR FABRIC TO PREVENT SLIDING OR TEARING DURING INSTALLATION OF OVERBURDEN
AND FOR THE SEQUENCES AND PROCEDURES TO BE USED. LOCAL PERMIT AND BUILDING CODE REQUIREMENTS. MATERIAL.
7, THE CONTRACTOR SHALL FURNISH AND COORDINATE PLANT, LABOR, SUPERVISION, MATERIALS, EQUIPMENT 2. THE CONTRACTOR SHALL REMOVE AND DISPOSE THOSE STRUCTURES AND DERELICT COMPONENTS REQUIRED
AND APPLIANCES FOR DEMOLITION AND/OR CONSTRUCTION WORK IN CONNECTION WITH THE DEMOLITION TO PERFORM THE WORK. THIS WORK INCLUDES BUT IS NOT LIMITED TO CONCRETE AND TIMBER DEBRIS, REINFORCED SLOPE
AND/OR CONSTRUCTION OF THE MARINE FACILITIES. AND OTHER ITEMS.
8, THE OWNER WILL SECURED CERTAIN PERMITS REQUIRED BY FEDERAL, AND STATE AUTHORITIES FOR THE 5. SELECTIVE DEMOLITION INCLUDES BUT IS NOT LIMITED TO REMOVAL AND REUSE (WHERE POSSIBLE) OF 1. REINFORCING EARTH COMPONENTS INCLUDING GEOGRID SHALL BE HIGH PERFORMANCE GEOGRID AS
PROPOSED ACTIVITIES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM THE WORK IN EXISTING MATERIALS,, AND OTHER COMPONENTS ESSENTIAL FOR A COMPLETE PROJECT. MANUFACTUREDGALVANiZED WIRE.BY SYNTEEN TECHNICAL FABRIC OR EQUIV'ALENT. ALL WELDED WIRE FORMS SHALL BE
ACCORDANCE WITH THE TERMS AND CONDITIONS OF THE PERMITS, THE CONTRACTOR SHALL POST COPIES
OF THE PERMITS AT THE SITE THROUGHOUT THE COURSE OF THE WORK. THE CONTRACTOR IS 4, THE CONTRACTOR SHALL TAKE REASONABLE CARE IN REMOVING ELEMENTS SELECTED TO BE DEMOLISHED IN
RESPONSIBLE TO OBTAIN PERMITS ASSOCIATED WITH THE LEGAL DISPOSAL OF CONSTRUCTION DEBRIS. THE ACCORDANCE WITH THE CONTRACT DOCUMENTS. DAMAGE OR DESTRUCTION BY THE CONTRACTOR TO RIPRAP SHORE PROTECTION
CONTRACTOR SHALL SECURE REQUIRED LOCAL AUTHORIZATIONS AND PERMITS. EXISTING ELEMENTS DESIGNATED TO REMAIN SHALL BE REPAIRED OR REPLACED IN KIND AT THE
DISCRETION OF THE OWNER AT NO ADDITIONAL COST.
9. THE CONTRACTOR SHALL FURNISH MATERIALS FOR INSTALLATIOi'J IN THE COMPLETEb WORK AS SPECIFIED 1. STONE SHALL BE OF A QUALITY TO INSURE PERMANENCE OF THE STRUCTURE IN THE CLIMATE IN WHICH IT
HEREINAFTER. THE CONTRACTOR SHALL HANDLE THESE MATERIALS AS THEY ARE DELIVERED TO THE SITE 5. ITEMS TO BE REMOVED AND REUSED SHALL BE PLACED IN A STAGING AREA ACCESSIBLE FOR INSPECTION tS TO BE USED. THE STONE SHALL BE FREE FROM ORGANIC DEBRIS, DURABLE, SOUND, FREE FROM
OR OFF-SITE WORK AREAS, AND SHALL STORE THEM IN A DESIGNATED STORAGE AREA. BY THE OWNER. DETRIMENTAL CRACKS~ SEAMS, AND OTHER DEFECTS WHICH TEND TO INCREASE DETERIORATION FROM
NATURAL CAUSES OR CAUSE BREAKAGE IN HANDLING OR IPLACEMENT, ORGANICS, SAND, CLAY, CHERT
10. THE CONTRACTOR WILL INDEMNIFY AND SAVE HARMLESS THE OWNER AND ENGINEER DF RECORD FROM AND 6. PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION, THE CONTRACTOR SHALL SUBMIt A DISPOSAL PLAN AND ROCK FINES ARE PROHIBITED. THE STONE SHALL BE SELECTED GRANITE, QUARTZITE, RHYOLITE, OR
AGAINST ALL LOSSES AND ALL CLAIMS, DEMANDS, PAYMENTS, SUITS, ACTIONS, RECO~vERIES, AND FOR ITEMS TO BE DEMOLISHED. DEMOLITION MATERIAL DESIGNATED BY THE OWNER TL) BE REMOVED FROM LIMESTONE.
dUDGMENTS OF EVERY NATURE AND DESCRIPTION BROUGHT OR RECOVERED AGAINST THE OWNER AND THE SITE SHALL BECOME THE PROPERTY OF THE CONTRACTOR. THE DEBRIS DISPOSAL PLAN SHALL
ENGINEER OF RECORD BY REASON OF ANY ACT OR OMISSION OF THE CONTRACTOR, OR OF ANY ACKNOWLEDGE THIS OWNERSHIP AND SHALL IDENTIFY THE MEANS AND METHODS AND FINAL DISPOSITION 2. FILTER STONE SHALL BE GRADED STONES 4 INCH DIAMETER NOMINAL SIZE UNLESS INDICATED OTHERWISE
SUBCONTRACTOR TO THE CONTRACTOR, OR OF ANY PERSON DIRECTLY OR INDIRECTLY EMPLOYED BY THE FOR DISPOSAL MATERIALS. ON THE DRAWINGS.
CONTRACTOR OR ANY SUCH SUBCONTRACTOR, IN THE PERFORMANCE OF ANY WORK FOR, OR THE
RENDERING OF ANY SERVICES TO, THE OWNER. 7. PRIOR TO COMMENCEMENT OF DEMOLITION, THE CONTRACTOR SHALL CLEARLY MARK THE LIMITS OF THE
DEMOLITION FOR RE\FlEW AND APPROVAL BY THE OWNER. .3. RIPRAP ARMOR STONE SHALL CONFORM TO THE FOLLOWING GRADATION:
11. THE CONTRACTOR AGREES THAT, AT ITS OWN COST AND EXPENSE, IT SHALL PROCURE AND CONTINUE IN
FORCE; iNSURANCE COVERAGE AS REQUIRED BY THE OWNER, SUCH INSURANCE SHALL BE WRITTEN BY A 8. COMPLETELY REMOVE ITEMS DESIGNATED LEAVING SURFACES CLEAN, SOUND, AND READY TO RECEIVE NEW
COMPANY OR COMPANIES AUTHORIZED TO ENGAGE IN THE BUSINESS OF GENERAL LIABILITY INSURANCE IN MATERIALS AS SPEC;IFIED IN THE CONTRACT DOCUMENTS. PERCENT ARMOR STONE
THE STATE IN WHICH THE DEMISED PREMISES ARE LOCATED, Al'ID THERE SHALL BE DELIVERED TO THE PASSING (LBS)
OWNER WITH THE BID CUSTOMARY CERTIFICATES EVIDENCING SUCH PAID-UP INSURANCE, WHICH 9. THE CONTRACTOR StHALL BE SOLELY RESPONSIBLE FOR THE STABI,LITY OF THE STRUCTURE DURING THE WO 590
CERTIFICATES ARE TO BE ISSUED BY THE INSURANCE COMPANIES. GOOD AND RESPONSIBLE COMPANIES, COURSE OF DEMOLIZION. W15 1250
REASONABLY ACCEPTABLE TO THE OWNER, SHALL WRITE SUCH INSURANCE.
10. THE CONTRACTOR S~HALL SUBMIT A DISPOSAL CERTIFICATE TO THE OWNER'S REPRESENTATIVE CERTIFYING W50 3150
12. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ACCURACY OF LOCATIONS, DIMENSIONS, AND LEGAL AND PROPER DISPOSAL. W85 6140
LEVELS AND NO PLEA AS TO INSTRUCTIONS OR ORDER RECEIVED FROM OTHER SOURCES OTHER THAN WlO0 12520
INFORMATION CONTAINED ON CONTRACT DRAWINGS, SPECIFICATIONS OR IN WRITTEN ORDERS OF THE OWNER TEMPORARY WORK
OR ENGINEER OF RECORD SHALL JUSTIFY DEPARTURE FROM THE DIMENSIONS AND ELEVATIONS REQUIRED
BY THE CONTRACT DRAWINGS. 1. LABOR, EQUIPMENT, AND MATERIALS REQUIRED TO PERFORM THE WORK THAT, UPON COMPLETION, ARE NOT 4. ARMOR STONE SHALL HAVE A MINIMUM SIZE OF 16 INCHES MEASURED THE LEAST DIMENSION ACROSS ITS
A PART OF THE WOIRK, SHALL BE F~IRNISHED, INSTALLED, AND SUBSEQUENTLY REMOVED FROM THE SITE MIDSECTION,
13. THE CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE SITE, VERIFYING THE SAME WITH THE BY THE CONTRACTOiR,
CONTRACT DRAWINGS AND EXISTING FACILITIES, AND WILL BE HELD RESPONSIBLE FOR THE PROPER FIT AND 5. RrPRAP FILTER LAYER STONE SHALL CONFORM TO THE FOLLOWING GRADATION:
ALIGNMENT OF COMPLETED WORK IN POSITION. 2. TEMPORARY WORK ~HALL BE SUBJECT TO THE REQUIREMENTS OF THE STATE AND APPLICABLE LOCAL
BUILDING CODES.
14. THE CONTRACTOR SHALL GUARANTEE TO THE OWNER MATERIALS AND WORKMANSHIP AGAINST ORIGINAL PERCENT FILTER STONE
DEFECTS, OR AGAINST INJURY FROM PROPER AND USUAL WEAR WHEN USED FOR THE PURPOSE INTENDED, 5. THE CONTRACTOR SIHALL SAFEGUARD AND PROTECT EXCAVATIONS, PASSING (LBS)
FOR TWELVE (12) MONTHS AFTER DATE OF FINAL PAYMENT CERTIFICATIONS, AND SHALL MAINTAIN ITEMS iN
PERFECT CONDITION DURING THE PERIOD OF GUARANTEE. DEFECTS APPEARING DURING THE PERIOD OF 4, DURING EXECUTION {OF THE WORK, THE CONTRACTOR IS REQUIRED TO INSTALL AND MAINTAIN REQUIRED
GUARANTEE SHALL BE MADE GOOD BY THE CONTRACTOR AT Hh3 EXPENSE UPON DEMAND OF THE OWNER, SEDIMENTATION AND~ EROSION CONTROL MEASURES TO PROTECT ADJACENT WATERWAYS, STREETS, AND WO 1,0
IT BEING REQUIRED THAT WORK SHALL BE IN PERFECT CONDITION WHEN THE PERIOD OF GUARANTEE SHALL PROPERTIES. MEASUIRES INCLUDE BUT ARE NOT LIMITED TO TEMPORARY BERMS, HAY BALES, SILT FENCES,
HAVE ELAPSED. IN THE EVENT OF DEFAULT BY THE CONTRACTOR, THE COMPANY SHALL HAVE THE RIGHT CONTAINMENT BOOMIS, AND TURBIDITY CURTAINS. IN ACCORDANCE WITH STATE REGULATORY W15 1.7
TO MAKE GOOD DEFECTS AND BILL THE CONTRACTOR COST PLUS 15% FOR ADMINISTRATION FEES. AUTHORIZATIONS, THE CONTRACTOR SEIALL FURNISH, INSTALL, MAINTAIN TEMPORARY TURBIDITY CURTAINS WSO 5,8
DURING CONSTRUCTIION. TEMPORARY MATERIALS AND EQUIPMENT SHALL CONFORM TO REQUIREMENTS FOR W85 19.6
15. AT THE CONTRACTOR'S EXPENSE, THE CONTRACTOR'S WORKING AREAS SHALL BE CLEANED BY HIM ON A TEMPORARY WORK. WIO0 5.%0
DAY-TO-DAY BASIS, WITH RUBBISH REMOVED FROM THE SITE AND WORK AREAS CLEANED AT THE END OF
EACH DAY, AT FINAL COMPLETION OF WORK THE CONTRACTOR SHALL LEAVE THE ENTIRE PREMISES, 5. THE CONTRACTOR S~HALL LOCATE EROSION CONTROLS INCLUDING BUT NOT LrMITED TO SILT FENCE, HAY
WITHIN THE SITE OF HIS OPERATIONS, CLEAN AND FREE FROM ~'HE RUBBISH RESULTING FROM HIS BALES, AND TRACKIING PADS AS REQUIRED FOR ADEQUATE PROTECTION DURING CONSTRUCTION AND TO 6, NO MORE THAN 15% OF THE ARMOR SHALL BE SCATTERED SPALLS AND STONES LESS THAN 12 INCHES.
THE SATISFACTION (OF THE LOCAL BUILDING OFFICIALS.
CONSTRUCTION OPERATIONS. 7. STONE SHALL BE PLACED IN A MANNER TO PRODUCE A WELL GRADED MASS WITHOUT CAUSING
16. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE AND MAINTAIN UTILITIES HE DEEMS NECESSARY TO AFFECT SEDIMENTATION AND) EROSION CONTROL DISPLACEMENT OF THE UNDERLYING MATERIAL. THE FINISIHED SURFACE SHALL BE FREE FROM POCKETS OF
THE WORK. SMALL STONES AND CLUSTERS OF LARGE STONES. This drawing and ~11 copies (]nd the design and data shown
17. THE CONTRACTOR SHALL PROVIDE FIELD ENGINEERING SERVICES REQUIRED FOR PROPER COMPLETION OF 1. SiLT FENCE SHALL ~BE MIRAFI 600X AS MANUFACTURED BY MIRAFI INC., GEOTEX 5DOST AS MANUFACTURED dre the proper~y of Ocean and Co.stol Consultants, Inc. ~nd
THE WORK INCLUDING, BDT NOT NECESSARILY LIMITED TO: ESTABLISHING AND MAINTAINING LINES AND BY SYNTHETIC INBU!STRIES, INC., PROPEX 2004 AS MANUFACTURED BY AMOCO FABRICS & FIBERS CO. OR include proprietory information. The borrower by receipt or
LEVELS; STRUCTURAL DESIGN OF SHORES, FORMS, AND SIMILAR ITEMS PROVIDED BY THE CONTRACTOR AS EQUIVALENT. retenNon of the drawing, egrees that, except ~s expressly
authorized in writing by Ocean ~nd Codstal Consultdnts, Inc.,
PART OF HIS MEANS AND METHODS OF CONSTRUCTION. it will (1) not use the drawing or dny copy of the design
IIBBLIEB FEB r~,BNBTI~LIBTIBNI o~ data shown, (2) not reproduce, exhibit or distribute the
,' drr~wing or any copy for use by others Grid (5) upon demand
return the drawing, all copies and ell moterial copied therefrom.
DESIGNED BY: SCALE REVISION
DESCRIPTION DATE BY DESCRIPTION DATE BY ADKA CARBONE SLOPE STABILIZATION PROJECT NONE
I OCEAN ARID COASTAL I Ocean and Coastal Consultants ~~, DRAWN BY: 6227 CASTLEROAD,FISHERS ISLAND DATE 0
a COWl company
0
IssuED
FOR
CONSTRUCTION
1/10/13
STWH
~ ~ ~ ~m{l{ B5CorporateOrive, Suite1200 RALPH CARBONE~'~;~'~~/~) CHECKED BY: DRAWING NO.
z~ { W ~ Trumbull, CT 06611 635 TUDOR DRIVE, CHESHIRE, CT 064.10 ~ QC REV!Ew:STWH
Phone: (203) 268-5007 : o60¢ ' ;,.~ PROJECT NOTES 212096.1-02
~ J CONSU~LTANTS J Fax: (203) 268-8821
~ / .,~/// ............ .-- \ , , , COASTAL EROSION HAZARD LINE ,
~""'--'- ,'~'/~.-'-'+ .... k [ I [ ] ~1 I ,, ,' ,,' ,' (SEE MAP REFERENCE No.2)~ ,
/ ~ k ', :- ,, ,' ,. ', ; ~ ', 'x k ~/':,.~'/ ,"
~ / / X x , ~ ~ ,, ', ', ,, ,' ' · : / ~,~-~, ......
.-' ' -- ' '. ' , ' ' ~.C.~:
', .-" ',, / / .~ FOUNTAIN ~~ '; ~l SCREENEDk ' '.. '.. ", 'NOV, 2012~ ", ~/~07 ~'.~
..- ~'~' ,,~o~o)~ ',', ~ ; N , /x, ~ N - -. ', , ', '~ ,/; ~[.~'.-~ ~ ]/ / FLOOD ZONE VE
... .,/ X," .' y , . , , , ..
. ( ,'~ ',- , % % ~'~¢," ,' -/ /~/' ' I ~ /~ ', ',, ', ", ", ~ ~'~.,:I NOV. 2012 ,,'
~ I ' " ', X',, % ' .__.' / / x ", " ', ' ~ I , ","//,",' " '
~, , ~ b ,, ., ~< ~ .x//~,- ~ ~c~ , , , , , , ~/ ~ ... .,
~/~ ...... ~ ', ',..~,~',, / ' ~ - ~ STEPS~; ,' ~ ,,' ,' ~~~ /~ JUNE 20~
~ ~ ~ ~ ~~ ~ / I . I / p. ~', ~~ ~ %2, .-" .-'
/'t ',. ~~ , v~% )'~ I I_x ~1 ~ I1%' ~.~ w~l ~ ~
~ / ~ ~ ~ ~ "~"~----~ ,'%N~/ , . I // / ~,,~1~~~ ~ ,' / ,
0 / -'--~{11~ ~..~ POOL ~. .... ~x% PATIO ." ~'~~~ WOOD STA~S ..-~ ~" .." /
' ....... I ' ~A~ .' ~ml MENT L , ~,,v ~% -._ kk ,, .. ~~ ~0 7~t~ ~.' ,---' ." ~ Z. /' /
I ~ ' ~ . .' .' -' .
, , , .~ .... - .- . .- TOP OF WALL , . /
COASTAL EROSION HAZARD LINE/ ', TO~ O~ BANK NOV 20 2 ~.._~ W ~ >'~~/~
(SEE MA~ REFERENCE No.2) .. , % ¢ :~.-v~ ~.~- ~
i. ". Tb~ O~ BANK JUNE 201~~ '~~~/-- /'- .' ....,,, ,,' ,x ....' ....-' / '
-~''~ '~'~ X*~ ~r CO~P~D ~ I/ / / ~111~' ...(S~ALL TO BE REUOVED) /~
' I ~ I ~ ~-~-~- ~ ," ,.-"
- ~ I I I II . V ~ ~ l ~ ~ ... ~ ~-~~- LOCATION JUNE 2012 / ./~;__~
...... ~ ~ I , TREE TO BE REMOVED ~ ~ o'" ~ ."-', ~ '"' '"" / /"~'
.--~ ---7 ..... ~ --' ~ .... ' .. ~ ~ / /7
eLooo zOnE vE ~LOc~ ~ ,~;; ~
/ -'" "'~, / o / ~ D~sPLAce~ ~Y sTOrm sAnDY
BO%OM OF BANK JUNE 2012; ..-' .............. AREAk~;2CRES .-'"" %;X.../ 7 .~ = 2,400~ CU, YDS,
--_ ~ .. . ..- ~ / //
, : ................. ... ....' / ~' /~ , J~
, o o ........ ..' ,.' / / ~ J
q ~, ~ %- ....... " ..." ~ / *~ --' 9
z ..... ..-"~ SMALL ......' // APPROX,,AM.H.W. // ~-.- /
....... . .......... .,....-' STONE~..-' / ' EL+I.9 / / ' /
--,-'" ~ , ~ ~ ~ /" 6 GENERAL NOTES
-._ ~ ~ ..' ~ ¢
1, FOR PROJECT NOTES, SEE DWG. NO. 212096.1-02.
2. FOR EXISTING SECTIONS A-A THRU D-D, SEE DWG,
NO. 212096.1-04.
GRAPHIC SCALES
CHECK GRAPHIC SCALES BEFORE USING
0 20 40 FT.
1 "=20'-0" ,
"0~. / This drawing and oil copies and the design and data shown
are tho property of Ocean and Coastal Consultants, Inc, and
· ~ include proprietary Information. The borrower by receipt or
..,,.. ~'"' retention of the drawing, agrees that, except as expressly
authorized in writing by Ocean and Coastal Consultants, Inc,,
· it will (1) not use the drawing or any copy of the design
I-~BUED~ FBF~ CONSTRUE:Tlr-IN or data shown, (2) not reproduce, exhibit or distribute the
drawing or any copy for use by others end (3) upon demand
¢ return the drawing, all copies and all material copied therefrom.
DESIGNED BY: SCALE REVISION
DESCRIPTION DATE BY DESCRIPTION DATE DY STWH CARBONE SLOPE STABILIZATION pROJECT r=2o'-o"
Ocean and Coastal Consultants DRAWN BY: 6227 CASTLE ROAD, FISHERS ISLAND DATE 0
iSSUED FOR CONSIRUCllON 1/10/13STWH : J OCEAN AN4D COASTAL J aOOWlcompany ~~ HHRA 1/10/13
: ~Jl ~J~j~ 35 Corpomte Ddve, Suite 1200 RALPH CARBONE ,~ ~r CHECKED BY: DRAWING NO.
J Jl~ Trumbull, CT 06611 635 TUDOR DRIVE, CHESHIRE, CT 06410 STWH
, Phone:(203) 268-5007 QC REVIEW: EXISTING AND DEMOLITION PLAN 212096.1'03
J CONSLLJLTANTS I Fax: (203) 268-8821
E
TOP OF BANK TOP OF BANK JUNE 2012-- --
NOV. 20127 (ELEVATION UNKNOWN) //~-WALL TO REMAIN Nov.TOP OF2012BAN~ (ELEVATIoNTOP OF BANKuNKNOWN)JUNE 2012
40' --
30'-- 30'-- __ __
~'20'-- ~ BOTTOM OF BANK NOV. 2012
20'--
BOTTOM OF BANK JUNE 2012
10'- 10'--
0 1 o' 20' 30' 40' 5o' so' 0 1 o' 20' 30' 40' 50' so' 70'
SECTION A-A , SECTION B-B
SCALE ~s"=l'-O" SCALE ~s"=l'-o"
~TOP ~F BANK JUNE.2012 (ELEVATION UNKNOWN)
40'-- ~~ /~ /~ ~ 40'--
~~ ....... 2 ................................. ~ TOP OF BANK NOV, 2012
20'-- ' - ~ - 20'-
,l' FACE OF CONC, SEAWALL JUNE 2012 ~} ..... ', ....... BbffdM-5~ 'Bk~-'30~k-Sb'15 GENERAL NOTES
~ ~ ........................................... 1. FOR PROJECT NOTES, SEE DWG. NO. 212096.1-02.
~ ..~ I, FACE OF CONC. SEAWALL NOV 2012 2. FOR LOCATION OF EXISTING SECTIONS A-A THRU
.................................................................. ~ ~ ~ ,, (CONC. SEAWALL TO BE REMOVED) D-D, SEE DWG. NO. 212096.1-03.
lO'-
CHECK
GRAPHIC
SCALES
BEFORE
USING
o ~ lO FT.
~"=~'-o'
0 ~ ~' 20' 30' 40' 50' ~0' 7~' ~0' 0 ~ O' 20' 30' 40' 50'
SECTION C-C SECTION D-D 7his drawing and all cop,es and the design and data shown
are the proper(y of Ocean and Coastal Consultants, Inc. and
SCALE ~"=1'-0" SCALE ~e"=l' O" Mclude proprietory Mformotion. The borrower by receipt or
retenUon of [he droMn~, o~rees thor, except os expressly
outhoHzed in writi~ by Oceon ond Coo*roi ¢onsultonts, Inc.,
[k will {1) not use the drowin~ er ~ny copy ef the design
I~H~D ~ ~T~TI~ o~ doto shown, (2) not repreduco, exhibit or Oi,tdbute tho
dr~Mn~ or ~ny cepy ~or use by others ond (3) upon demond
return the droMn~, oll copies ond ~11 m~tedal copied therefrom.
DESCRIP~ON DATE BY DESCRIPTION DAVE BY DESIGNED BY: SCALE REVISION
ISSUED FOR CONSTRUCTION 1/10/13STWH [ OCEAN AND COASTAL ] Ocean and Coastal Consultants ~ STWH CARBONE SLOPE STABILIZATION PROJECT 3/16"=1'-0"
.oow~=~...~ ~AW, ,Y: 6227 CASTLE ROAD, FISHERS ISLAND P~m 0
( ~ 35 Corporate Drive, Suite 1200 RALPH CARBONE CHECKED BY:
~ ~ Trumbull, CT 06611 635 TUDOR DRIVE, CHESHIRE, CT 06410 , j ~ ~ :].~ I STWH DRAWINO NO,
Phone: (203) 268-5007 ~ ~, N QC REVIEW:
I CONSULTANTS ] Fax: (~0a)~,,-,,2~/-~~'; ~ EXIS~NG SECTIONS 212096.1-04
E
~ ~ \ ._ ~,'/ .. /1/I I Id / ,, , , ,, ,. ",,\
NORTH ,, ../¢~ ..., , EX~ST. I~ ,, ,, , ', ,, , , ,
~ o/ .-~.-¢./' __.-- i I GARAGE , : ', ,, '. ' , ' ~ ,,
~ ._/ .,~/~ ........... -" ~ I, ,, EXIST. COASTAL EROSION HAZARD
~ / ~ ~ :, i P -- ,,' ,," ', ',, ',,, Il ~ ", ~
..- , I /_~ou~A~ ~ ~~1 ~x~sz, ~ ,-. -. , ,, , ,, ~ / ~/A / .'"
.-" ~', I~ '~ ~ ~ ~ ~ ' ~ SCREENED x '.. ".. '.. '-. '. ' ~
-'z~. '.,~ ~ . .... ' / /,/ / ~ ~ / ~ N ~". ', ' '-,~~APPROX.TOEOFTOE OF .'
, -'~ , ~ k ~"~g, , / /~, / ~ / ' ', , R X. TOP OF . / .~ ~m~ ~:w~:ml ..
~ ', -~ ~ ', ~, ~ ~ ~ ..' / //~ ~. / ' ', ,, ', RIPRAP REV~MENT ~ ~ { ~ (~P.) ."
~ ' -~ ~, ' ~, ~ '._ .- / / ~/N / ~ / ~V,~T ~ , , ' r~ ~ ~ / ,-
~ ~ ~ ~ ',, ~,, EXIST. ~ /~3~ ~ I ~ ~ ", " ", ~', ' ~ /~ ~,1. ~ / ,"
~ ~ ~ ~ ~. % STONE /~/~ / ' I~ ~ / , ', ,,~; ,, / N / ~ ,' ,.'
~ ~ ~ . , , ~ / ' .. -~ [ / ,' , ,, , ,' ,, ,
~ . / X ~,,~ ~ /, 11 EXISTING ,~ ,, , ,, ~ / ~~. .,,'~,/ ,,
~ /," ..... ~ ", "',, ~, ~ ~ ......... mit' GRANITE ~ ,,' ,' / /~/ /
~ ~" GARDEN / ~--~,~P~ ~/ , '~ ..... ,' / ~' / / ./ / ,'
~ ~ ~ xX~~ -' x , ,, ~. / [ - ~ ,, ~ ._.-- ,, /
~ -. -. ..... ~__ ,, ( ~ , , ~ .-' ,
~ .,-- N~ ~V ,~ ~ '.- , ~-~ .... ,~ ..... ,,, -- z Z~ .- , .-' .. ..- /
~ / .. ~/~ ~ ~.....--~ ~oo~ ~=~ ~ .._ ~ ~To,~ ~=,o , A-,>~///~/[~~~ ..¥' .? .' .
, ~. ~ . .QUIP ., -_ . . ~ ~ - . .
~ , .,. . ~ ~ ~ -. .... --~ .. ..-"~ //////////////~:/~T~:' ~/" ..." /
X R //
, .---- //
-'''''''""- BLOCK 1 '"'"~ ...... '"''" /// -
.... ~ RIPRAP REVETMENT AND .-'" ~REA=2,3* ACRES ...--" '~---- -/ //
~-- : ..... VEGETATED SLOPE TO --' -'" ."' / ~ / //
i ~ ~ BE FIELD COORDINATED .--'" .-'" / // ~/
T ~ ~ WTH OWNER AND ~ .---" --" // / ~ '
z AD~OENT PROPER~ .--"~EXIST. SMALL ..--" /// ~APPROX,. M.H.W. // ~- / ~ v
-' ...... -"' STONES~ .-"' / EL.+1.9 * // /'~ /
............ '"" ......--"'"~~ ~ ~¢/ ~ /.'~ ~ 0 GENERAL NOTES
~~'" ..... ...-'--''"-"/../ ~ .~// ~/ ~ 1. FOR PROJECT NOTES, SEE DWG. NO. 212096.1-02,
GRAPHIC SCALES
~ ¢¢ OHEOK eRAP~IO SOA~S BEFORE USINg
1"=20'-0' ~ 2o 4~ FT.
This drawlng and all copies and the design and data shown
are the property of Ocean and Coastal Consultants, Inc, and
include proprietary information, The borrower by receipt or
~ retention of the drawing, agrees that, except as expressly
authorized in wriUng by Ocean and Coastal Consultants, Inc.,
~ it will (1) not use the drawing or any copy of the design
iSSUED FBR BBNBTRBBTIDNJ o~data shown, (2) not reproduce, exhibit or distribute the
I
drawing or any copy for use by others and (3) upon demand
~ return the drawing, all copies and all material copTed therefrom.
DESCRIPTION DATE BY DESCRIPTION DATE BY DESIGNED BY: SCALE REVISION
STWH CARBONE SLOPE STABILIZATION PROJECT r'=20'-o"
Ocean and Coastal Consultants
iSSUED FOR CONSTRUCTION 1/10/1~ S~H J OCEAN AND COASTAL I .oow~=m,..~~~. DRAWN BY: 6227 CASTLEROAD,FISHERS ISLAND bATE 0
"~ ~ ' RALPH CARBONE 7 HHRA 1/10/15
-~ ~ Tr.~..,.~T ~,, eZ~ TU~O. ~W, C.~S.~.:. CT Oe4~O
Phone: (2~3) 268-5007~ ~a ~5¢' ~ QC REVIEW:
I co,su~,,~s I ~..:~}~6~-~1 ~~ SLOPE STABILIZATION PLAN
212096.1-05
./~ EXIST. WALL TOP OF BANK · APPROX. TOP OF BANK JUNE 2012
--/ NOV. 2012
TOP OF BANK APPROX. TOP OF BANK JUNE 2012
NOV. 2012~
/
~ PEDESTRIAN
SAFETY
FENCE
BY
OTHERS
4o'-- , __ -- ..... 40'- ---. -- ///
% ~, FWOODY SHRUB VEGETATION GY OTHERS)
DETERMINED B~ ................. SE~ LAYER ......
""-~- ' -3~/ ......... . ~-" · %---~b I ............ , APPROX. TOE OF BANK ...................... BETERMINEU BY--/-- ' "~~AY¢~%"' '~'/1~' II
CONTRACTOR ~ ~ % ~, ~ CONTRACTOR ~ ' /% ~ I I
~ ~ S~C. ~YER~ ~ / ~ ~ LOCATION JUNE 2012
20'-- ~¢ % ~'~~_ i EL+19.0' : 20'-- ~ / ~,, ~~- EL+19.0' '
............. ~ ~ PRIMARY LAYER ~ _..
/ / x~ '{~ ) ~ ~X ~R/P~AP'-REVETMENT EXIST. GRADE NOV. 2012~ , ~X~ .... 'S~' ,~ ) ~ RIPRAP REVETMENT
...................................... ~_~ ~.../_._(ARMOR LAYER) ......... ~ ............................................................................... ~ ...... k-"-'~ ........... /----(ARMOR LAYER)
' ' CRUSHED S~ONE T~E 1 ~ GEOTEXT[LE FABRIC (TYP.)
~ ~ GEOTEXTILE FABRIC (TYP.)
0 1 O' 20' ~0' ~0' 5(0' 60' 70' 0 10' 20' 30' ~0' 50' 60' 70' 80'
ARMOR LA ~R
SECTION A-A SECTION B-B *.~c~ss: ~.o
SCALE ~s"=l'-O'' SCALE ~e"=l'-O" % LESS THAN WEIGHT DIMENSION
BY WEIGHT (LB) (FT)
0 (MIN.) 390 1.55
~. APPBOX. TOP OF BANK JUNE 2012 15 1250 1.9~
50 3150 2.87
/ EXIST. GRADE NOV. 20~2 85 6140
40'- , ~ PEDESTRIAN SAFETY FENCE BY OTHERS 40'~ 100 (MAX.) 12520 4.25
¢ TO *TC, ,.,.T.
............................................................................................................................... CRUS~ED ~TONE T~E 1
~~~ ~ ~ ~ ~WOODY SHRUB VEGETATION (BY OTHERS) ~ TOP OF BANK NOV. 2012 THICKNESS: 1,5 FT
PRIMARY LAYER~ .' / I~ / ..... % LESS THAN WEIGHT DIMENSION
......... - ................... ~-~ ' ~¢EC. LAYER~/~-~,/-7 ..... /~ .... ~ EXIST. GRADE NOV, 2012 TO BE EXCAVATED AS ' BY WEIGHT (LB}
' '% ~~ · TOP OF BANK NOV, 2D12
~ ¢¢/M*¢~**~E~- ~= .... ~¢1~ ~ ........... .................................................... ~5 !.7 0.22
~ 50'~
~ ' 0" 6'-0" 85 ~9.6 0.49
50' - N, N SEC. LA YER ~ 1 - ~
................................................................. 56¢. _L~ ~ .............. --~HED STO~E 2~
- ' NYS-DOT SPECS TABLE 705-4 SHALL BE
....... ~ ............. BE{ERMINEB-B~-/ .............. ,' ........... % ..... ~E¢.-L~-WER%-~ ................ X ........................................................... _~__._~_~. ~A~ ~__._._._._ %~ _._..~_l _ . . .._ .__- ~ ................. _-~ USEDREiNFORcEDAS 12" SLOPE,THICK BEDDINGcoMPACTEDLAYERTo FORAT
CONTRACTOR/ X ~~ :~ ~ -~ LEAST 95% OF THE MODIFIED PROCTOR
SEC. LA YER~
20'-- % , ~R~~ _~. EL.+19.0' 20'-- ~.' ¢k% ~-~ VALUE AS DETERMINED BY ASTM D1557
.... . ....... ' ~ ~ ~-- JUNE 2012
............................................................. ~ .......... ~, ~ ........ ~--3-~.-. ..... ,---~ ......................................... ~ .................. GENERAL NOTES
.... ~ ~) ~Z ~ ~ ~RIPRAP REVETMENT ~'--~: ....... 1. FOR PROJECT NOTES, SEE DWG, NO, 212096.1-02,
.............................................. ~ .............. N~ ~- ..... ~'--~ ........... ~ (ARMOR LAYER) .................... ~~) '--MDDLINE~ 2, FOR LOCATION OF REPAIR SECTIONS A-A THRU D-D, SEE DWG.
10'--
', ~ u ........ ~ ............ ' ..... ~. EXISTING BOULDERS (NOT SHOWN) THAT OONFLICT WITH THE
........................................................ ,z ........................................ : ~-- CONSTRUCTION SHALL BE SPREAD OUT IN FRONT OF THE RIPRAP
.... ~ ......... ~ ~~, _ ~ ................ GRAPHIC SCALES
lO
o- I I I I I I I I I o- I I I I I I
0 10' 20' 30' 40' 50' ~0' 70' ~0' 0 10' 20' 50' ~0' 50'
This drawing ~nd ~11 copies ond the design and d~ta shown
SECTION C-C SECTIOND-D o~. the property of Oceon ond Co.stol Consul(~nts. IRc.
include proprietery informe[ion. The borrower by receipt or
SCALE ~e"=l'-O'' SCALE ~e"=l'-O" retention of ~he drawing, dgrees ~h~, except ~s expressly
euthorized in writing by Ooedn rind Coestdl Consultants. Inc.,
~ it will (1) not use the drawing or ~ny copy of the design
IBBUEB FDR OBNBTRUBTIDN I or data shown. (2) not reproduce, exhibit or distribu[e the
drawing or any copy for use by o[hers and (5) upon demand
~ ~ return the drawin,g, all copies and all material cop~ed therefrom.
DESIGNED BY: SCALE REVISION
DESC~B" ~E ~ D~SC~O~ ~E e~ , ADKA CARBONE SLOPE STABILIZATION PROJECT ~/~¢=1'-o"
DRAWN BY: 6227 CASTLE ROAD, FISHERS ISLAND DATE 0
Ocean
and
Coastal
Consultants
SSUED FOR CONSTRUCTION 1/10/13 S~ ~ OCEAN ,AND COASTAL I
. COWl ~omp.ny CAMA 1
'' , ~ ~. 35 Corporate Drive. Sulle 1200 RALPH CARBONE QC CHECKED BY: REVIEW: DRAWING NO.
' ~ STWH
~ ~ ~ TrumbulI, CT 06611 635 TUDOR DRIVE, CHESHIRE, CT 06410
Phone: (203) 268-5007 , SLOPE STABILIZATION SECTIONS 212096.1-06
~ CON$SULTANTS ~ Fax: (203) 268-8821
ARMOR LA YER
THICKNESS: 6,0 FT
% LESS THAN WEIGHT DIMENSION
BY WEIGHT (LB) (FT)
0 (MIN.) 390 1.55
15 1250 1.97
50 3150 2.67
85 6140 5.54
100 (MAX.) 12520 4.2.3
CRUSHED STONE TYPE 1
THICKNESS: 1,5 FT
% LESS THAN WEIGHT OIMENSION
BY WEIGHT (LB) (FT)
0 (MIN.) 1.0 0,18
15 1.7 0.22
50 5,8 0,33
85 i9.6 0.49
100 (MAX.) 33.0 0.58
LOCATION OF
NEXT COURSE [:~ OVERLAP
, 1'-0" SUPPORT STRUTS
(SEE GEN. NOTE 2)
AS MANUFACTURED BY SYNTEEN
--' ~;/ PL4NTABL~ TECHNICAL FABRICS OR SIMILAR
'/~5 ¢ ~ SUPPORT
e NOTES:
GEO~D SYNTEEN 5X X
~ ~NON WOVEN , ~ 1, FACE CONSISTS OF PREFABRICATED WELDED WIRE FABRIC ~"x4".
SF~O
OR
SIMILAR
FILTER FABRIC
WRA~ROUND FACE ~
A 2. ALL FORMS AND STRUTS SHALL BE FABRICATED WITH GALVANIZED WIRE.
SECONDARY LAYER 3. OVERALL LENGTH OF WiRE FORM IS 10'-0" WITH 6" OVERLAPPING AT ENDS. 1'-0"
4. PLACE SUPPORT STRUT AFTER LINING BASKET WITH GEOGRID BUT BEFORE 1" 4" ~-" 4"
FILLING WITH PLANTABLE SOIL AND WRAP BACK ......
SECONDARY LAYER ELEVATION A-A,
REINFORCED SLOPE DETAIL WELDED WIRE FACE UNIT SECTION B-B _ __.
SCALE 1"=1'-0" SCALE 1~"=1'-0'' SCALE 1,1/2"=1'-0"
LOCATION OF
,I'NEXTi,_o,,COURSE 1" PL~ I -- --
COMPACTED 9" '~' ~/~ ~ ~~
THICK LIFTS OF ~ A xT T -
GRANULAR FILL ' ~' )/~;Z ~
(SEE ¢EN. NO~ 2) ~_ ~ YP
~ OPTIONAL STEEL ~ GALVANIZED WELDED WIRE FORM --
/ ANCHORAGE ASSEMBLY ~ /AS MANUFACTURED BY SYNTEE~
(SEE DETAIg ' '
, ..... ~ ~ PLA~BL~ ~ TECHNICAL FABRICS OR SIMILAR
~ >~' SOIL ~ 1" fL (TYP.) REBAR
/ ~ ~6 HOOK TIE ~ ~ ' ~ -- .~ ~ SUPPORT STRUT NOTES:
1. STEEL TO BE HOT-DIPPeD GALVANIZED.
~' 2. PROVIDE FOUR (4) PER ROLL WIDTH AT EQUAL SPACING.
~ED FI~ ~NERAL) OR / FILTER FABRIC ~ 5. HOOK TIE NOT SHOWN FOR CLARITY.
~ TYPE 2 (IFFIRSTL~ER)~ k4. OPTIONAL ANCHOR PLATE TO BE USED AT, AND LIMITED TO. AREA WHERE
15'-0" PRIMARY LAYER ~TH ANCHORAGE ASSEMBLY FIFTEEN (15) PEET OF GEOGRIB SHALL BE USED SEAWARD OF THE PLATE.
PRIMARY LAYER - REINFORCED SLOPE DETAIL OPTIONAL ADDITIONAL ANCHORAGE DETAIL
~ SCALE 3"=1'-0"
SCALE 1"=1'~0''
~' FACE OF NEXT PRIMARY LAYER GRID
~*'- ~/~// /~ GENERAL NOTES
i PLANTABL
~ ~ SOIL ~ ~ 1. FOR PROJECT NOTES. SEE DWG. NO. 212096.1-02.
'~'~/~ ~ ~ ~ 2. GRANULAR FILL SHALL BE COMPACTED TO AT LEAST
SECONDARY LAYER GRID ~ DETERMINED BY ASTM D1557.
~ (SEE DETAIL)
COMPAC~D 9" ~ICK ~ ~x' PLANTABLE
LIFTS OF GRANULAR FILL ~ ~ SOIL ? GRAPHIC SCALES
(SEE ¢ENERAL NO~ 2) ~ ~// / /
.~, C% / ~ ~ CHECK GRAPHIC SCALES BEFORE USING
~ ..~,~,., /~
,~ SECONDARY LAYER GRID ~';~%~%~¢~d~4 1"=1'-O" 0 1 2 FT.
(SEE DETAIL) '~ ' ' ~'/ ~/, ~//'~," ",~ ~ '
~ ,~?~% ~ 1~" 1' 0''° 1 FT.
' ~/ P~r ~( 5"=1'-o" o
.,~ ~~<%~,~ This drawing ,nd all copies end the design end date shown
PRIMARY LAYER GRID ~ ~ ~ .... ere the property of Oceen end Coestel Consulten[s, Inc. end
(SEE DETAIL)O~ ~ include proprietory information. The borrower by receipt or
GEOGRID SYNTEEN SF-8 NON WOVEN eu[horized in writing by Oceen ~nd Coes[el Consulten[s, Inc,,
OR SIMILAR (TYP.) FILTER FABRIC ff will (1) no[ use the mowing or any copy of [he design
REINFORCED VEGETATED SLOPE DETAIL (TV~.) ~, o~ do~..ho.., ti) not ,.,,o~=., .xhi~t or
IBBUED FBR BBNBTRUBTIDN i drewing or ony copy for use by others and (3) upondemend
SCALE 11"=1'-0" ~ ~ re~urn the drawing, ~1 copies end ell moterie] copied ~herefrom,
DESIGNED BY: SCALE REVISION
,ssc,~0, ~A~ ,? ,ESC*~T~O, ~*~, ,~ ~ APXA CARBONE SLOPE STABILIZATION PROJECT AS NOTED
ISSUED FOR CONSTRUCTION 1/10/15 S~ I OCEAN AND) COASTAL I Ocean and Coastal Consultants, cow~,omp,n~~~ ~[ DRAWN BY:cAMA 6227 CASTLE ROAD,FISHERS ISLAND ~/1DATE0/150
:~ ~ Corporate Drive,
s.,. RALPH CARBONE
STWH
~ ~ Trumbull, CT 06611 635 TUDOR DRIVE, CHESHIRE, CT 06410 ,-' e~ QC REVIEW:
Phone:(203)268-5007 /~ VEGETATED SLOPE DETAILS 212096.1-07
[ CONSUL'.TANTS J Fax: (203) 268-8821
N~77~TYP ~
E