HomeMy WebLinkAboutAppendix C - Site Development Plans1.CONTRACTOR SHALLL NOTIFY "DIG-SAFE" (1-888-344-7833) AT LEAST 72 HOURS BEFORE EXCAVATING.2.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIESSHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.3.ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS, AND WALKWAYS SHALL BE CONSTRUCTED INCONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWSAND REGULATIONS (WHICH ARE MOST STRINGENT).4.AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES (BUILDINGS,PAVEMENTS, WALKS, ETC.) SHALL RECIEVE 6 INCHES LOAM AND SEED.5.WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORKWITHIN THE COUNTY RIGHTS-OF-WAY SHALL CONFORM TO COUNTY STANDARDS. WORK WITHIN STATERIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTSSTANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.6.UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS ANDAPPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORKINDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOTCLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE PERMITS.7.TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFICCONTROL DEVICES.8.AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALLBE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.9.IN THE EVENT THAT THE SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA AREENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OROTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TOAVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THEAPPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.10.CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BERESPONSIBLE FOR CLEANUP, REPAIRS, AND CORRECTIVE ACTION IF SUCH OCCURS.11.DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NOADDITIONAL COST TO OWNER.12.CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSEIMPACTS TO OFF-SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NOCOST TO OWNER.1.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS ANDSPECIFICATIONS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY HEALTH DEPARTMENT, SUFFOLK COUNTYDEPARTMENT OF PUBLIC WORKS AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION, ASAPPLICABALE.2.UTLITY INFORMATION SHOWN ON THIS PLAN IS BASED ON VISIBLE FIELD EVIDENCE AND AVAILABLERECORDS. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO COMMENCINGWORK. CARE SHOULD BE TAKEN NOT TO DISTURB EXISTING UTILITIES AND SERVICE CONNECTIONS (ORPORTIONS THEREOF) TO REMAIN. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ABANDONEDUTILITY SERVICE CONNECTIONS AND INSTALLATION OF NEW SERVICE CONNECTIONS AND SHALLCOORDINATE WORK WITH THE APPROPRIATE UTILITY COMPANY.3.REMOVAL OF EXISTING STRUCTURES, INCLUDING BUILDINGS, DRAINAGE SYSTEMS AND OTHER STRUCTURES,IS TO BE DONE IN CONFORMANCE WITH THE REGULATIONS OF THE TOWN OF SOUTHOLD AND APPLICABLECOUNTY, STATE AND FEDERAL AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITSFOR DEMOLITION AND DISPOSAL OF EXISTING STRUCTURES AND MATERIALS.4.ALL STRUCTURES TO BE REMOVED (FOUNDATIONS, CONCTRETE SLABS, DRAINAGE STRUCTURES, ETC.)SHALL BE REPLACED WITH CLEAN, GRANULAR MATERIAL, COMPACTED TO 95% STANDARD PROCTORDENSITY.5.ALL PAVEMENT TO BE REMOVED OR REPLACED SHALL BE SAWCUT.6.THE CONTRACTOR SHALL EMPLOY APPROPRIATE MAINTENANCE AND PROTECTION OF TRAFFIC MEASURESDURING CONSTRUCTION AS APPLICABLE. MEASURES UTILIZED DURING WORK SHALL BE IN ACCORDANCEWITH THE N.Y.S. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.7.EXCEPT WHERE OTHERWISE NOTED, WHERE NEW CONCRETE CURBING AND CURBED ISLANDS AREPROPOSED, THE BOTTOM OF CURB ELEVATION SHALL BE CALCULATED USING THE EXISTING PAVEMENTELEVATION. THE TOP OF CURB SHALL BE CALCULATED 6" ABOVE THE EXISTING PAVEMENT ELEVATION.PAVEMENT AROUND THE PERIMETER OF EACH ISLAND SHALL BE GRADED SO THAT WATER IS NOT TRAPPEDAGAINST OR NEAR THE CURB, AND WILL FLOW FREELY TOWARDS THE NEAREST EXISTING OR PROPOSEDDOWNSTREAM INLET. EXISTING PAVEMENT SHALL BE SAWCUT AT THE LOCATION OF THE PROPOSED CURB.BACKFILL AROUND THE THE COMPLETED ISLAND SHALL BE CLEAN, GRANULAR FILL COMPACTED TO 95%STANDARD PROCTOR DENSITY. NEW ASPHALT SHALL PROVIDED A SMOOTH TRANSITION TO EXISTINGPAVEMENT TO REMAIN. ALL SAWCUT LINES SHALL BE SEALED WHERE NEW PAVEMETN MEETS EXISTINGPAVEMENT TO REMAIN.8.ALL EXISTING CATCH BASINS AND DRYWELLS SHALL BE CLEANED OF SILT AND DEBRIS AT THE COMPLETIONOF CONSTRUCTION.9.THE CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS BEFORE EXCAVATION, CUTTING,REMOVING, OR TAPPING INTO ANY EXISTING UTILITY SERVICE. THE TOWN OF SOUTHOLD SHALL BE NOTIFIED48 HOURS BEFORE ANY SITE WORK IS BEGUN.10.PRIVATE UTILITY POLES TO BE RELOCATED SHALL BE DONE WITH COORDINATION WITH THE APPROPRIATEELECTRIC AND TELECOMMUNICATION COMPANIES. GAS AND ELECTRIC SERVICE CONNECTIONS AND/ORSERVICE ABANDONMENTS SHALL BE COORDINATED WITH LIPA / NATIONAL GRID. WHERE FEASIBLE,PROPOSED ELECTRICAL WIRING SHALL BE UNDERGROUND.11.ALL CONNECTING DRAINAGE PIPING SHALL BE 12" RCP UNLESS OTHERWISE SHOWN ON THE PLAN.12.DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BEDISPOSED OF IN ACCORDANCE WITH LOCAL TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLECODES.13.ALL SANITARY SEWER PIPING SHALL BE DR-18 PVC OR EQUAL UNLESS OTHERWISE NOTED ON THE PLAN.WHERE SEWER PIPE COVER IS LESS THAN 4'-0", DUCTILE IRON PIPE IS REQUIRED.14.REFER TO LIPA STANDARD SHEETS FOR PROTECTIVE BOLLARD SIZES, REQUIRED SETBACKS AND OTHERDIMENSIONS AT TRANSFORMER AND GENERATOR PADS.15.WATER MAIN TAPS, INCLUDING TAPPING PERMITS AND FEES, METER REQUIREMENTS, ETC., SHALL BECOORDINATED WITH THE SUFFOLK COUNTY WATER AUTHORITY.16.EXISTING WATER, SEWER AND OTHER CASTINGS DISTURBED DURING WORK SHALL BE ADJUSTED TO GRADEAS REQUIRED.17.ALL PROPOSED DRYWELLS SHALL BE PRECAST, WITH PRECAST OPENINGS FOR DRAINAGE PIPE AND SHALLCONFORM TO SUFFOLK COUNTY STANDARDS.1.THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITES ARE SHOWN A
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THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATIO
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VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATION
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TO EXISITING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO INTER
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AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE P
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RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY
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MAY BE WARRANTED TO RESOLVE THE CONFLICT.3.SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHE
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ELEVATIONS ON THE GRADING AND UTILITY PLANS.4.RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COV
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TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS ARE
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AREA AND TAPER EARTH TO RIM ELEVATION.5.THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION
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SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PR
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LOCATIONS TO BE COORDINATED WITH THE OWNER AND ARCHITECT.6.CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPON
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COMPANY.7.UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NO
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A.WATER PIPES SHALL BE CEMENT LINE DUCTILE IRON PIPE (CLDI)B.SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE (PVC)C.STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PIPE (RC
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8.CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND
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INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RE
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CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SIT
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CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY
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THE DRAWINGS.9.CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN A
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REQUIREMENTS.10.ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN
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MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THE
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STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATE
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AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOW
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IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO
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2.CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASU
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PROTECTED AREAS.3.CONTRACTOR SHLL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTIO
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SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH
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WATER, WIND, OR DIRECT DEPOSIT.4.CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THA
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FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTH
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EROSION.5.UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMA
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CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEA
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DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS.SERVICE OPERATING AUTHORITYELECTRIC PSE & G WATER SUFFOLK COUNTY WATER AUTHORITYTELEPHONE VERIZONSANITARY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVIC
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GAS NATIONAL GRID Civil Site NotesGrading and Drainage NotesUtility InformationCivil Site Not
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Erosion Control Civil Site NotesGeneralCivil Site Not
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Utilities
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PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 07-01-19\Rev 10-02-19 w auto.dwg (001~)
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PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 07-01-19\Rev 10-02-19 w auto.dwg (002~)
PLOT DATE/TIME: Oct 02, 2019-9:25am By: CUNHA
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PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 07-01-19\Rev 10-02-19 w auto.dwg (C100~)
PLOT DATE/TIME: Oct 02, 2019-9:25am By: CUNHA
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Parking CalculationsRESTAURANT PARKING SPACES REQUIRED SPACES PROVIDED74 SEATS / 3 24.6 SPACES(1ADA INC.)38 SPACES (2 ADA INC.)OR1 PER 100 SF FLOOR AREA 3,806 SF = 38 SPACES (2 ADA INC.)38 SPACES (2 ADA INC.)PROVIDING 2 GRASS PAVED OVER FLOW PARKING ON SITE TOTAL RESTAURANT PROVIDED: 27 PAVED SPACES (2 ADA INC.) AND 11 GRASS PAVED SPACES: 38 TOTALHOTEL PARKING SPACES REQUIRED SPACES PROVIDED 1/ UNIT - 44 UNITS44 SPACES (2 ADA)96 SPACES (4 ADA INC.)OR1/EMPLOYYEE (12) +1/UNIT(44)56 SPACES (2 ADA, INC.)96 SPACES (4 ADA)PROVIDING 26 GRASS PAVED OVER FLOW PARKING ON SITETOTAL HOTEL PARKING PROVIDED: 96 PAVED SPACES (4 ADA INC.), 26 GRASS OVERFLOW SPACES: 122 TOTALTOTAL SITE REQUIRED: 38 RESTAURANT + 56 HOTEL = 94 PARKING SPACESTOTAL SITE PROVIDED: 38 RESTAURANT + 122 HOTEL = 160 TOTAL PARKING SPACES *PROVIDED OVERFLOW: 40 HOTEL PAVED + 26 GRASS PAVED = 66 OVERFLOW
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ADA Parking CalculationsACCESSIBLE SITES AND EXTERIOR FACILITIES REQUIRED ADA PARKINGTOTAL PARKING MINIMUM NUMBERIN LOT OF ACCESSIBLE SPACES1 TO 25126 TO 50251 TO 75 376 TO 100 4101 TO 150 5151 TO 200 6201 TO 3007HOTEL96ON SITE PAVED PARKING STALL PROVIDED3STALLS ADA COMPLIANT PARKING STALLS1ADA VAN ACCESSIBLE PARKING STALL RESTAURANT27 ON SITE PAVED PARKING STALL PROVIDED1STALLS ADA COMPLIANT PARKING STALLS1ADA VAN ACCESSIBLE PARKING STALL
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PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 07-01-19\Rev 10-02-19 w auto.dwg (C101~)
PLOT DATE/TIME: Oct 02, 2019-9:26am By: CUNHA
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PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 07-01-19\Rev 10-02-19 w auto.dwg (C102~)
PLOT DATE/TIME: Oct 02, 2019-9:26am By: CUNHA
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96" MIN. GRASS PAVED PARKING S
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11 132" MIN.VAN 96" MIN.96" MIN.60" MIN.HANDICAPPED ACCESSIBLE
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VALET PARKING SPACES3 9' MIN.8' MIN.20'18'Event Parking Calculations
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RESTAURANT PARKING SPACES REQUIRED SPACES PROVIDED74 SEATS / 3 24.6 SPACES(1ADA INC.)38 SPACES (2 ADA INC.)OR1 PER 100 SF FLOOR AREA 3,806 SF = 38 SPACES (2 ADA INC.)38 SPACES (2 ADA INC.)PROVIDING 2 GRASS PAVED OVER FLOW PARKING ON SITE TOTAL RESTAURANT PROVIDED: 27 PAVED SPACES (2 ADA INC.) AND 11 GRASS PAVED SPACES: 38 TOTALNO ADDITIONAL EVENT PARKING AT RESTAURANTHOTEL PARKING SPACES REQUIRED SPACES PROVIDED 1/ UNIT - 44 UNITS44 SPACES (2 ADA)34 SPACES (4 ADA INC.)OR1/EMPLOYYEE (12) +1/UNIT(44)56 SPACES (2 ADA, INC.)38 SPACES (4 ADA)PROVIDING 22 GRASS PAVED OVER FLOW PARKING ON SITE 22 GRASS PAVED OVERFLOWPROVIDING 80 VALET PARKING SPACES 80 VALET PARKINGTOTAL HOTEL PARKING PROVIDED: 38 PAVED SPACES (4 ADA INC.), 22 GRASS OVERFLOW SPACES, 80 VALET SPACES: 140 TOTALHOTEL EVENT PARKING REQUIRED: 250 GUESTS10 HOTEL ROOMS x 2 GUESTS PER ROOM = 2015% OF EVENT GUESTS DROPPED BY FOR HIRE VEHICLES = 37 GUESTSTOTAL NUMBER OF GUESTS NEEDING PARKING = 193 GUESTS193 GUESTS / 3 GUESTS PER VEHICLE = 64.33 = 65 PARKING STALLS10 EVENT STAFF AT 1 VEHICLE PER STAFF = 10 EVENT STAFF PARKING STALLSTOTAL EVENT PARKING REQUIRED = 75 STALLSEVENT PARKINGTOTAL HOTEL PARKING 140 PARKING STALLSSET PARKING (NON-EVENT) = 38 PARKING STALLS (INCLUSIVE OF 4 ADA PARKING STALLS)HOTEL EMPLOYEE PARKING = 12 PARKING STALLSEVENT PARKING = 75 PARKING STALLSADDITIONAL PARKING = 15 PARKING STALLS
UP
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LAND NOW OR FORMERLY OF
CHARLES W. WITZKE
LAND NOW OR FORMERLY OF
ANTHONY FORGIONE
S.C.T.M.NO. 1000-63-03-17.3
LAND NOW OR FORMERLY OF
VINCENT DOLOMITE & ILEANA DOLOMITE
S.C.T.M. NO. 1000-63-03-17.4 LA
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LAND NOW OR FORMERLY OF
VALERIE M. SCOPAZ
S.C.T.M. NO. 1000-63-03-16
LAND NOW OR FORMERLY OF
PILLES REALTY HOLDING LLC
S.C.T.M.NO. 1000-63-03-12
LAND NOW OR FORMERLY OF
JANET L. RYAN
S.C.T.M.NO. 1000-63-03-13
LAND NOW OR FORMERLY OF
EUGEN TOMASIC & MIRELLA TOMASIC
S.C.T.M.NO. 1000-63-03-14 LOCUST LANE
TOWN HARBOR
LANE
EXISTING 1 STORY
FRAME GARAGE TO
REMAIN
LINE OF EXISTING
DRIVEWAY TO BE
REMOVED
EXISTING TO BE
REMOVED
EXISTING WELL
TO REMAIN AS
IRRIGATION WELL
EXISTING TO BE
REMOVED
EXISTING TO 2 STORY
STRUCTURE TO REMAIN
PROPOSED RESTAURANT
FF: 27.5
EXISTING 1 STORY FRAME
SHED TO BE RENOVATED AND
INCORPORATED INTO MAIN
STRUCTURE
PROPOSED ADDITION TO
EXISTING STRUCTURE
NEW PROPOSED DRIVEWAY
AND PARKING
NEW PROPOSED DRIVEWAY
PROPOSED PARKING AREA
NE
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NEW PROPOSED
DRIVEWAY
PROPOSED HOTEL
CHESS BOARD
LAWN / SCULPTURE
GARDEN
33
32
33
34
34
32
31
31 30 29
28
30
29
28
27
2828
27
27
26
26
26
26
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FF EL. 32.0'
FF EL. 32.0'
PROPOSED PARKING AREA
PROPOSED
PARKING AREA
PLAY COURTS
W
GRADE EL. 27.5'
TW: 30.5
BW: 27.25
TW: 30.5
BW: 27.25
TW: 30.5
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20'-0"
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PROPOSED
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24'-0"
24
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PROPOSED PERVIOUS
RESTAURANT PARKING
(GRASS PAVERS)
PROPOSED PERVIOUS
RESTAURANT PARKING
(GRASS PAVERS)
Drawing Number:
Sheet of
PWGC Project Number:
Title of Drawing:
Client:
Regulatory Reference Number:
County Tax Map Number:
Number Revision Description Revision Date
1
2
3
4
5
6
7
Project:
Project Address:
Unauthorized alteration or addition
to this drawing and related documents
is a violation of Section 7209
of the New York State Education Law
CONSULTANTS
Approved By
Drawn By
Designed By
Scale
Date Created
Date Submitted
630 Johnson Avenue. ●Suite 7
Bohemia ●NY ●11716-2618
Phone: (631) 589-6353 ●Fax: (631) 589-8705
E-mail: INFO@PWGROSSER.COM
PWGC
Strategic Environmental and Engineering Solutions
P.W. GROSSER CONSULTING ENGINEER
AND HYDROGEOLOGIST, P.C.
PW
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Contract Number:
THE ENCLAVES
56655 ROUTE 25
SOUTHOLD, NY
SITE PLAN
56655 ROUTE 25
SOUTHOLD
SUFFOLK COUNTY, NEW YORK
1000-63-3-15 -
-
16
AVG1601
TC 01/20/17
TC 08/23/16
BG AS SHOWN
AND GRADING PLAN
DRAINAGE
PROPOSED SITE
C-200
6
DRAINAGE AREA TOTAL SITE PARKING - 74,498 SF
DRAINAGE REQUIRED
IMPERVIOUS AREA: 73,386 SF x 2"/12" x 1.00 = 12,416.28 CF
TOTAL REQUIRED = 12,416.28 CF
DRAINAGE PROVIDED
DRAINAGE LEACHING POOLS
(11) 12' DIA. x 12' EFFECTIVE DEPTH LP
= (11) x 100.9 CF/FT x 12 FT. = 13,318.8 CF
TOTAL PROVIDED = 13,318.8 CF
DRAINAGE AREA RESTAURANT ROOF AREA & WALKWAY - 4,563 SF
DRAINAGE REQUIRED
ROOF AREA: 2,667 SF x 2"/12" x 1.00 = 444.5 CF
IMPERVIOUS AREA: 1,896SF x 2"/12" x 1.00 = 316 CF
TOTAL REQUIRED = 760.5 CF
DRAINAGE PROVIDED
DRAINAGE LEACHING POOLS
(2) 10' DIA. x 8' EFFECTIVE DEPTH DLP
= (2) x 68.42 CF/FT x 8 FT.=1,094.72 CF
TOTAL PROVIDED = 1,094.72 CF
SITE VEGETATED/LANDSCAPE AREA - 135,936 SF
DRAINAGE REQUIRED
LANDSCAPED AREA: 127,224 SF x 2"/12" x 0.30 = 6,360.94 CF
NATURAL AREA: 8,712 SF x 2"/12" x 0.30 = 435.6 CF
TOTAL REQUIRED =6,796.54 CF
DRAINAGE PROVIDED
DRAINAGE LEACHING POOLS
(7) 12' DIA. x 12' EFFECTIVE DEPTH DLP
= (7) x 100.9 CF/FT x 12 FT.= 8,475.6 CF
TOTAL PROVIDED = 8,475.6 CF
TOTAL PROPERTY AREA = 294,202 SF (6.75 ACRES)
DRAINAGE AREA HOTEL ROOF/POND - 32,530 SF
DRAINAGE REQUIRED
HOTEL ROOF: 26,557 SF x 2"/12" x 1.00 = 4,426.16 CF
COTTAGE ROOF: 2,376 SF x 2"/12" x 1.00 = 396.00 CF
POND AREA: 2,997 SF x 2"/12" x 1.00 = 499.33 CF
CABANA ROOF: 600 SF x 2"/12" x 1.00 = 100.00 CF
TOTAL REQUIRED = 5,421.49 CF
DRAINAGE LEACHING POOLS
(5) 12' DIA. x 12' EFFECTIVE DEPTH DLP'S
= (5) x 100.9 CF/FT x 12 FT.= 6,054.0 CF
TOTAL PROVIDED =6,054.0 CF
Drainage Calculations Drainage Calculations
DRAINAGE AREA HOTEL WALKWAY - 4,350 SF
DRAINAGE REQUIRED
IMPERVIOUS AREA: 4,350 SF x 2"/12" x 1.00 = 725 CF
TOTAL REQUIRED =725CF
DRAINAGE PROVIDED
DRAINAGE LEACHING POOLS
(2) 10' DIA. x 8' EFFECTIVE DEPTH LCB
= (2) x 68.42 CF/FT x 8 FT.= 1,094.72 CF
TOTAL PROVIDED = 1,094.72 CF
SCALE: 1" = 40'
Drainage Calculations
DRAINAGE AREA POOL & RECREATION AREA - 42,325 SF
DRAINAGE REQUIRED
IMPERVIOUS AREA: 12,149 SF x 3"/12" x 1.00 = 3,037.25 CF
ROOF AREA: 3,294 SF x 3"/12" x 1.00 = 823.5 CF
LANDSCAPE AREA: 26,882 SF x 3"/12" x 0.30 = 2,016.15 CF
TOTAL REQUIRED = 5,876.9 CF
DRAINAGE PROVIDED
DRAINAGE LEACHING POOLS
(5) 12' DIA. x 12' EFFECTIVE DEPTH LCB
= (5) x 100.9 CF/FT x 12 FT.=6,054 CF
TOTAL PROVIDED = 6,054 CF
400 80
PROPOSED GRADING AND DRAINAGE PLAN
SCALE: 1" = 40'
REV. TO 44 ROOMS-UPDATE UTILITIES 04/11/2017
26,557
2,997
12,1492,376
73,386
1,896
2,667
4,350
26,882
131,471
PROPOSED GRADING AREA MAP
SCALE: NOT TO SCALE
TOTAL PROPERTY AREA
294,202 SF (6.75 ACRES)
IMPERVIOUS AREA
ROOF/CABANA/POND AREA:32,530 SF
SITE PARKING:73,386 SF
HOTEL WALKWAY: 4,350 SF
POOL REC. AREA ROOF: 3,294 SF
POOL REC. AREA IMP.:12,149 SF
RESTAURANT ROOF: 2,667 SF
RESTAURANT WALKS: 1,896 SF
TOTAL IMPERVIOUS AREA:130,272 SF
PERVIOUS AREA
RECREATION AREA: 26,882 SF
NATURAL AREA: 8,712 SF
LANDSCAPE AREA: 128,336 SF
TOTAL PERVIOUS AREA:163,930 SF
8,712 600
DRAINAGE AREA SWIMMING POOL FILTER AND BACKWASH
SWIMMING POOL VOLUME: 99,254.6 GALLONS
SWIMMING POOL FILTER: 276 GALLONS PER MINUTE
276 X15 MIN. = 4,140 GALLONS
REQUIRED = 553.47 CF
DRAINAGE PROVIDED
(1) 12' DIA. x 12' EFFECTIVE DEPTH LCB
(1) x 100.9 CF/FT x 12 FT. = 1,210.8 CF
ADDRESSED DEIS COMMENTS 07/17/2019
ADDRESSED TOWN COMMENTS 08/26/2019
UPDATED PARKING CALCULATION 10/2/2019
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PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 07-01-19\Rev 10-02-19 w auto.dwg (C201)
PLOT DATE/TIME: Oct 02, 2019-9:26am By: CUNHA
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PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 07-01-19\Rev 10-02-19 w auto.dwg (C300~)
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SECTION VIEW PERSPECTIVE VIEW20"COMPACTED SOIL FLOW 36" FENCE POSTWOVEN WIRE FENCE (14 1/2 GAUGEW/ 6" MESH SPACING) WITH FILTERCLOTH16"4"EMBED FILTER CLOTH6" IN GROUND.UNDISTURBED GROUND MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. "BULGES" DEVELOP IN THE SILT FENCE.1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X,3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MESH OPENING. FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 10' C. TO C.FLOWFLOW8"HEIGHT OF FILTER= 16"36" LENGTH FENCEPOSTS DRIVEN 16"INTO GROUND.WOVEN WIRE FENCE(14 1/2 GAUGEW/ 6" MESHSPACING)U.S. DEPARTMENT OF AGRICULTURENATURAL RESOURCES CONSERVATION SERVICENEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATIONNEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE SILT FENCE CONSTRUCTION SPECIFICATIONS SYMBOL
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FLOW4" VERTICAL FACEBOUND BALES PLACEDON CONTOUR.FLOWANCHORING DETAILNOT TO SCALE 2 RE-BARS, STEEL PICKETSOR 2"X2" STAKES PLACED1 1/2' TO 2' IN GROUND.DRIVE STAKES FLUSH WITHTOP OF BALE.BEDDING DETAILNOT TO SCALEDRAINAGE AREA NO MORE THAN 1/4 ACRE PER 100 FEET OF STRAWBALE DIKE FOR SLOPES LESS THAN 25%.ANGLE FIRST STAKE TOWARDSPREVIOUSLY LAID BALE.1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. PROMTLY AS NEEDED.2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF (4) INCHES, AND3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. PLACED SO THE BINDINGS ARE HORIZONTAL. RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THEU.S. DEPARTMENT OF AGRICULTURENATURAL RESOURCES CONSERVATION SERVICENEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATIONNEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE STRAW BALEDIKE CONSTRUCTION SPECIFICATIONS SYMBOL
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PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 07-01-19\Rev 10-02-19 w auto.dwg (C301~)
PLOT DATE/TIME: Oct 02, 2019-9:26am By: CUNHA
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LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
31 LONG ISLAND RAILROAD
MAIN ROAD
NYS ROUTE 25
6
9
12
21
FI
S
H
P
O
N
D
WALKWAY
WA
L
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W
A
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AR
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11 GARBAGEAREA1316N71°22'40"E 415.71'S07°38'10"E 622.78'
S0
7
°
4
4
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3
1
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0
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k
stockade fencestockade fencestockade fence
S85°14'40"W 103.00'
S87°58'50"W 90.10'
N05°30'50"W 616.57'S71°22'40"W59.72'N05°30'50"W51.34'15'-0"
we
l
l
WESTBOUND LANE
EASTBOUND LANE
DOUBLE YELLOW TRAFFIC LINES
cb
WHITE TRAFFIC LINE
u.p.
concrete sidewalk
cb
u.p.
f.h.
cb
u.p.
LA
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LAND NOW OR FORMERLY OFANTHONY FORGIONES.C.T.M.NO. 1000-63-03-17.3 LAND NOW OR FORM
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LAND NOW OR FORMERLY OF
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PROPOSED PARKING AREA NEW PROPOSED PARKING AREA
NEW PROPOSED DRIVEWAY
NE
W
P
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2626
POOL AREA COTTAGE PARKING4RAMPH.T.H.T.COTTAGE 1H.T.WALKWAYH.T.COTTAGE 3H.T.COTTAGE 4H.T.POOL CABANAS
S
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SSSSSSSSSSSSSSSSSSSSSSSSS SSSSSS27.19 RAMPRAMP GRADE EL. 30.5'
FF
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GRADE EL. 27.5'TW: 30.5BW: 27.25TW: 30.5 BW: 27.25TW: 30.5 BW: 27.20 GRADE EL. 27.5'TW: 30.5BW: 27.25 +EL: 27.25 TW: 30.5BW: 27.2520 2832.5
26
2626
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2930313132323334
27
RIDGERIDGE
29
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NEW PROPOSED DRIVEWAY
4 4
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(
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CORNUS FLORIDAVAR. RUBRA (5)CORNUS FLORIDAVAR. RUBRA (1)
GR
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(
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CORNUS FLORIDAVAR. RUBRA (3)ACER RUBRUM'OCTOBER GLORY' (2)ACER RUBRUM'OCTOBER GLORY' (3)ACER RUBRUM'OCTOBER GLORY' (1)ACER RUBRUM'OCTOBER GLORY' (3)
AC
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(
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(
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)
JUNIPERUS DAVUR
I
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A
'EXPANSA (12)LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987 LANDCADD 1987
LANDCADD 1987 LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987 LANDCADD 1987LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
CU
P
R
E
S
S
O
C
Y
P
A
R
I
S
LE
Y
L
A
N
D
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(
8
2
)
CUPRESSOCYPARISLEYLANDII (44)
CU
P
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(
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)
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L
A
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D
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(
5
)
LANDCADD 1987LANDCADD 1987
8FT HIGH 3FT WIDE PRIVET HEDGE
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987LANDCADD 1987LIGUSTRUMX IBOLIUM(75)LIGUSTRUM XIBOLIUM (36)LIGUSTRUM XIBOLIUM (36)LIGUSTRUM XIBOLIUM (25)LIGUSTRUM XIBOLIUM (25)LIGUSTRUM XIBOLIUM (48)LIGUSTRUM XIBOLIUM (53)LIGUSTRUM XIBOLIUM (48)COTTAGE 2 LIGUSTRUM XIBOLIUM (48)LIGUSTRUM XIBOLIUM (26)
LI
G
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X
IB
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L
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M
(
8
8
)
NATURAL AREA
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987LANDCADD 1987
FI
N
I
S
H
G
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A
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E
(
L
A
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)
FI
N
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(
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)
PL
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PR
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1
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5
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PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 07-01-19\Rev 10-02-19 w auto.dwg (C400~)
PLOT DATE/TIME: Oct 02, 2019-9:26am By: CUNHA
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PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 07-01-19\Rev 10-02-19 w auto.dwg (C500~)
PLOT DATE/TIME: Oct 02, 2019-9:26am By: CUNHA
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PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 07-01-19\Rev 10-02-19 w auto.dwg (C600~)
PLOT DATE/TIME: Oct 02, 2019-9:26am By: CUNHA
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ALLOWABLE SANITARY DENSITY FLOW6.75 ACRES X 600 GPD/ACRE = 4,050 GPDPROPOSED SANITARY DENSITY FLOW74 SEAT RESTAURANT X 10 GPD/SEAT = 740 GPD44 UNIT HOTEL X 150 GPD/UNIT = 6,600 GPDTOTAL SANITARY FLOW = 7,340 GPDSINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT (STP) HASBEEN PROVIDED.PROPOSED RESTAURANT - GREASE TRAP SIZINGPROPOSED 74 SEAT RESTAURANTKITCHEN FLOW = 20 GPD/SEAT X 74 SEATS = 1,480 GPD GREASE TRAP DESIGNREQUIRED:1,480 GPD X 1 DAY = 1,480 GPDPROVIDED:(1) 10' DIA. x 5' LIQUID DEPTH GREASE TRAP (2,500 GAL)STP DESIGN FLOWPROPOSED RESTAURANT DESIGN FLOW74 SEATS X 30 GPD/SEAT = 2,220 GPDPROPOSED 44 UNIT HOTEL150 GPD/UNIT X 44 UNITS = 6,600 GPDSTP DESIGN FLOW = 8,820 GPDSTP LEACHING POOL DESIGNREQUIRED:8,820 GPD / 5 GPD/SF = 1,764 SFPROVIDED:NEW LEACHING POOLS10' DIA. LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET (V
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31.4 SF/VERTICAL LINEAR FOOT X 15.0 VERTICAL FEET = 471 SF471 SF X 4 POOLS = 1,884 SF PROVIDED1,884 SF PROVIDED > 1,764 SF REQUIRED
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PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 07-01-19\Rev 10-02-19 w auto.dwg (C601~)
PLOT DATE/TIME: Oct 02, 2019-9:26am By: CUNHA
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PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 07-01-19\Rev 10-02-19 w auto.dwg (C602~)
PLOT DATE/TIME: Oct 02, 2019-9:26am By: CUNHA
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PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 07-01-19\Rev 10-02-19 w auto.dwg (C700~)
PLOT DATE/TIME: Oct 02, 2019-9:27am By: CUNHA
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PWGC FILE NAME: J:\Projects A-D\AVG\Enclaves\PWGC\New Design 44 units\Design Drawings for DEIS 07-01-19\Rev 10-02-19 w auto.dwg (C701~)
PLOT DATE/TIME: Oct 02, 2019-9:27am By: CUNHA
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S
E
GR
A
S
S
P
A
V
E
R
D
E
T
A
I
L
OV
E
R
F
L
O
W
P
A
R
K
I
N
G
A
R
E
A
S
SC
A
L
E
:
N
T
S
AD
D
R
E
S
S
E
D
D
E
I
S
C
O
M
M
E
N
T
S
07
/
1
7
/
2
0
1
9
AD
D
R
E
S
S
E
D
T
O
W
N
C
O
M
M
E
N
T
S
08
/
2
6
/
2
0
1
9
CO
N
C
R
E
T
E
F
O
U
N
D
A
T
I
O
N
2"
S
Q
.
P
O
S
T
2
1
/
2
"
S
Q
.
S
L
E
E
V
E
2
1
/
2
"
S
Q
.
S
L
E
E
V
E
PA
R
K
I
N
G
S
I
G
N
R
7
-
1
TY
P
I
C
A
L
N
O
P
A
R
K
I
N
G
S
I
G
N
D
E
T
A
I
L
SC
A
L
E
:
N
T
S
NO
PA
R
K
I
N
G
AN
Y
TI
M
E
RE
S
E
R
V
E
D
PA
R
K
I
N
G
CO
N
C
R
E
T
E
F
O
U
N
D
A
T
I
O
N
2"
S
Q
.
P
O
S
T
2 1
/
2
"
S
Q
.
S
L
E
E
V
E
2
1
/
2
"
S
Q
.
S
L
E
E
V
E
RE
S
E
R
V
E
D
P
A
R
K
I
N
G
S
I
G
N
,
R7
-
8
1
2
"
X
1
8
"
M
O
U
N
T
E
D
FA
C
I
N
G
P
A
R
K
I
N
G
S
P
A
C
E
AC
C
E
S
S
I
B
L
E
P
A
R
K
I
N
G
S
I
G
N
D
E
T
A
I
L
SC
A
L
E
:
N
T
S
PA
R
K
I
N
G
S
I
G
N
R
7
-
8
b
VA
N
AC
C
E
S
S
I
B
L
E
CO
N
C
R
E
T
E
F
O
U
N
D
A
T
I
O
N
2
1
/
2
"
S
Q
.
S
L
E
E
V
E
2
1
/
2
"
S
Q
.
S
L
E
E
V
E
60"MIN.
84" MAX.
6"
36"
42"
6"
1'-
0
"
SQ
.
4" BELOW FINISHED
GRADE
1'-
0
"
SQ
.
CO
N
C
R
E
T
E
F
O
U
N
D
A
T
I
O
N
6"
36"
42"
6"
1'-
0
"
SQ
.
4" BELOW FINISHED
GRADE
60"MIN.
84" MAX.
UP
D
A
T
E
D
P
A
R
K
I
N
G
C
A
L
C
U
L
A
T
I
O
N
10
/
2
/
2
0
1
9