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Home My WebLink AboutApproved Site Plan Received 9/19/17 rl INA Issued for Final Site Plan/ Construction Documents Date Issued July 10, 2015 Latest Issue August 30, 2017 a O 40 SITE - - - .- � a .. ds tib •� ,A. 0 0 m a, �<4 a a" .. _ Engineering, Surveying & _ g... . Landscape Architecture, PC - 100 Motor Parkway x. .. Suite 135 Hauppauge, NY 11788 631.787.3400 ® ® ® F J D , 2 0 1000 2000 Feet '' > Owner: . -. .._ Y ' y, ^�■c ° Attorney: The Herit h a Certilman Balin age at Cutc ogue, LLC No. Drawing Title Latest Issue No. Drawing Title Latest Issue 100 Motor Parkway, Suite 156 '�' � PUP-WANTTOSOXMIMDTM"V COMSEC'rc N Hauppauge, NY 11788 1721- D North Ocean Avenue S +J-t31ftACKNOWLEDGMMAT UM CON! .nONSOFTP—VSMM_O.N C-1.0 Legend And General Notes August 30, 2017 SB-1 Soil Borings August 30, 2017 APS MAL SET FO.":M W TM P_E.'s'OUMON O.'APF:OVAL DATID � g � g Phone (6 31) 979-3000 !t` 1"IZARE ACt .D{sm CON[fP17( s ON RivSOLVISwq. Medford, NY 11763 NZAASEp NAME 1 .��j •� C-2.0 - C-2.2 Layout and Materials Plan August 30, 2017 SMP-1 Soil Management Plan August 30, 2017 Fax (631) 979-7070 l~ C-3.0 - C-3.3 Grading and Drainage Plans/Drainage Calculations August 30, 2017 OS-1 Open Space Plan Augustust 30, 2017Phone Fax MIRU N � T7 �..TE1Z Architect: TMN o� APf70� G� C-4.0 - C-4.2 Utility Plans August 30, 2017 LI-1 - LI-3 Lighting Plans August 30, 2017 � - - - GRCH Architect, P.C. C-4.3 C-4.6 Sanitary Plans / Sanitary Calculations August 30, 2017 R-1 500' Radius Map December 29, 2015 3750 Express Dr. South Applicant: C 11 tE'i:A\�+t N SIGNATUR D4TF Il S331E Cl.Meapm, sitedtwele -entplans1,kA .aldrn.aper *fe k!m(18) C-5.0 Erosion and Sediment Control Plans August 30, 2017 Existing Conditions Survey February 4, 2015 Suite 202 l S tk^te of ai+ as�r aads !rt! 2ftll3?.A. The Heritage at Cutchogue, LLC C-6.0 Site Details I August 30, 2017 TR-1 Fire Truck Circulation Plan January 3, 2017 Islandia, NY 11749 1721- D North Ocean Avenue C-6.1 Site Details II August 30, 2017 TR-2 Single Unit Truck Circulation Plan January 3, 2017 631.864.3395 C-7.0 Drainage Details August 30, 2017 PH-1 Construction Phasing Plan August 30, 2017 Site Civil Engineer/Landscape Architect: Medford, NY 11763 C-8.0 Water Details August 30, 2017 TS-1 - TS-2 Tree Survey Overlay Plan January3 2017 VHB Engineering, Surveying, & Phone Fax C-9.0 Sanitary Details August 30, 2017 TS -3 Tree Location Plan March 27, 2017 Landscape Architecture, P.C.: C-10.0 Off Site Improvement Plan August 30, 2017 100 Motor Parkway, Suite 135 Hauppauge, NY 11788 SCTM: District 1000 - Section 102 - Block 01 - Lot 33.3 L-1 Overall Planting Plan August 30, 2017 Phone (631) 787-3400 L-2 Tree Planting Plan August 30, 2017 Fax (631) 813-2545 L-3 Tree Planting Plan August 30, 2017 L-4 Shrub Planting Plan - Typical Units August 30, 2017 L-5 Shrub Planting Plan - Clubhouse and Entrance August 30, 2017 L-6 Planting Details August 30, 2017 0 N O m tT r o Q N L /I l E E Q V cn 0 0 r- 0 O U U O OL.. d-+ Ln O 0 N V �I w clz CL Q }/ a- <Q LL U i✓ LU 0 C O U D C C � � � � w Q SEP 19 2017 w Southold Town o Planning Board Ln O rn O O 0 Vi a OCn N z 0 O Z 0L�lj tv (cu Rh6g V M O L > a m \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Plonset\2_29305.00_LG.dwg - E O V Z 3 Legend Abbreviations Notes: General Exist. Prop. Exist. Prop. General 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE ABAN ABANDON BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, PROPERTY LINE 0 CONCRETE 1. CONTRACTOR SHALL NOTIFY ""NYC & LI ONE CALL- (1-800-272-4480) AT LEAST 72 HOURS CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. Engineering, Surveying & ACR ACCESSIBLE CURB RAMP BEFORE EXCAVATING. Landscape Architecture, PC PROJECT LIMIT LINE 0 ASPHALT PAVEMENT 5. PROPOSED BOUNDS, GRADES, BENCHMARKS AND ANY EXISTING PROPERTY LINE MONUMENTATION CONCRETE SIDEWALK ADJ ADJUST 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED 100 Motor Parkway RIGHT-OF-WAY/PROPERTY LINE ;.,:; P ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. SURVEYOR. Suite 135 - - - o CONSTRUCTION ENTRANCE APPROX APPROXIMATE NY 11788 EASEMENT 3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE 6. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS Hauppauge, BUILDING SETBACK PAVERS / PERMEABLE PAVERS BBC BELGIUM BLOCK CURB CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH AT INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. 631.787.3400 --- PARKING SETBACK 27 5;: T:-,,. 27.35 TC BIT BITUMINOUS 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES 7. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT __......__" 10+00 TOP OF CURB ELEVATION - BASELINE BS BOTTOM OF SLOPE (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE 4 INCHES LOAM AND SEED UNLESS NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE 26.85 BCx BOTTOM OF CURB ELEVATION OTHERWISE NOTED ON THE LANDSCAPE PLAN. CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP CONSTRUCTION LAYOUT BWLL BROKEN WHITE LANE LINE DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT 132.75 x SPOT ELEVATION 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM FEATURES. ----- ----- ZONING LINE F 45.0 TW EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. 38.5 BW x TOP & BOTTOM OF WALL ELEVATION CONC CONCRETE 8. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND TOWN LINE r... 6. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT -Q� BORING LOCATION DYCL DOUBLE YELLOW CENTER LINE WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE LIMIT OF DISTURBANCE ® TEST PIT LOCATION EL ELEVATION DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. WETLAND LINE WITH FLAG ® MW MONITORING WELL ELEV ELEVATION 7. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH Demolition FLOODPLAIN FLOW ARROW EXIST EXISTING THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT 1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE FBBC FLUSHED BELGIUM BLOCK CURB APPROPRIATE PERMITS. LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY -- -- - - - - - - - GRAVEL ROAD UD UNDERDRAIN POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF EOP EDGE OF PAVEMENTFDN FOUNDATION 8. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10 DRAIN CONTROL DEVICES. FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS. -.. BB BITUMINOUS BERM - -- ROOF DRAIN FFE FIRST FLOOR ELEVATION 9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS 2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH BBC _ _ 12"S _ _ SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS. THE BELGIUM BLOCK CURB - SEWER GRAN GRANITE EXPENSE. CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY ` BC BITUMINOUS CURB ""� "` ' " - - FM - - FORCE MAIN GTD GRADE TO DRAIN REPRESENTATIVES. 10. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE CC CONCRETE CURB OHw OVERHEAD WIRE LA LANDSCAPE AREA ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 6"W WATER MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER CG CURB AND GUTTER LOD LIMIT OF DISTURBANCE IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE CONTRACTOR DURING THE 4"FP FIRE PROTECTION FBBC MAX MAXIMUM BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT FLUSH BELGIUM BLOCK CURB „ . G GAS 11. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO MCC MONOLITHIC CONCRETE CURB E ELECTRIC MIN MINIMUM CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR NIC NOT IN CONTRACT 12. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING EXECUTION OF THE PCC PRECAST CONC. CURB STM STEAM ADDITIONAL COST TO OWNER. WORK. -- -- - SAWCUT T TELEPHONE NTS NOT TO SCALE 13. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE 5. UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS, THE FIRE ALARM PERF PERFORATED IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ENGINEER HAS NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE ANY, AT NO COST TO OWNER. PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC _..._._ 5 ........_.. CABLE TV PROP PROPOSED WASTES OR POLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR I, CAN ANY CLAIMS OF LOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE .E BUILDINGREM REMOVE Utilities OF HAZARDOUS MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER ON CATCH BASIN FROM ANY CLAIMS MADE IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL HAVE NO i ® 1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT BUILDING OVERHANG RET RETAIN --- AREA DRAIN REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF R&D REMOVE AND DISPOSE THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT ASBESTOS OR OTHER HAZARDOUS MATERIALS. 1-1 EN BUILDING ENTRANCE DOUBLE CATCH BASIN GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, 14 LD LOADING DOCK GUTTER INLET R&R REMOVE AND RESET NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING Erosion Control • BOLLARD r 0 DRAIN MANHOLE SWEL SOLID WHITE EDGE LINE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE DUMPSTER ENCLOSURE ® TRENCH DRAINSWLL SOLID WHITE LANE LINE THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, - AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. SIGN r PLUG OR CAP TS TOP OF SLOPE co 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT Z DOUBLE SIGN • CLEANOUT CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND TYP TYPICAL INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER ® FLARED END SECTION WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE DRAINAGE STRUCTURES AND PROTECTED AREAS. STEEL GUARDRAIL HEADWALL Utility OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT _.-.......f .,.------, - - - WOOD GUARDRAIL CB CATCH BASIN ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION ' DRYWELL IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT. CMP CORRUGATED METAL PIPE 3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH PATH ELEVATIONS ON THE GRADING AND UTILITY PLANS. 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE TREE LINE CO CLEANOUT EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE ® DRYWELL W/ INLET COVER 4. , RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC STABILIZED TO PREVENT EROSION. ___..._.. .__. X X WIRE FENCE DCB DOUBLE CATCH BASIN AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, FENCE DMH DRAIN MANHOLE CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT ® DRYWELL W/ MANHOLE COVER A. PAVEMENTS AND CONCRETE SURFACES: FLUSH AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. STOCKADE FENCE CIP CAST IRON PIPE B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH 6. THE CONTRACTOR IS ADVISED THAT A COMPLETE STORM WATER POLLUTION PREVENTION PLAN HAS STONE WALL COND CONDUIT BEEN PREPARED WHICH INCLUDES REQUIREMENTS FOR THE CONTRACTOR TO COMPLETE CERTAIN RETAINING WALL O DIFFUSION WELL C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE CERTIFICATIONS, SCHEDULES AND OTHER DOCUMENTATION, WHICH MUST BE MAINTAINED ON SITE DIP DUCTILE IRON PIPE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. THROUGHOUT CONSTRUCTION. THE CONTRACTOR IS REQUIRED TO FAMILIARIZE HIMSELF WITH ALL - - STREAM / POND / WATER COURSE ASPECTS OF THE SWPPP AND COORDINATE HIS/HER WORK WITH THE REQUIREMENTS, INCLUDING THE SEPTIC TANK FES FLARED END SECTION 5. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE REGULARLY SCHEDULED INSPECTIONS. DETENTION BASIN UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND FM FORCE MAIN APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). Existing Conditions Information •• •• • - •• HAY BALES FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. F&G FRAME AND GRATE 1. BASE PLAN: THE PROPERTY LINES, EXISTING FEATURES AND TOPOGRAPHICAL INFORMATION SHOWN SILT FENCE SANITARY LEACHING POOL 6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR ARE BASED ON EXISTING BASE MAPPING, AERIAL PHOTOGRAPHY AND ALL OTHER AVAILABLE < c======x..====o SILT SOCK / STRAW WATTLE F&C FRAME AND COVER POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, INFORMATION. AN OFFICIAL SURVEY IS CURRENTLY BEING PERFORMED ON THIS PROPERTY AND WILL FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR BE PROVIDED AS IT IS COMPLETED. ALTERNATIVE SEPTIC TREATMENT GI GUTTER INLET OR BY THE UTILITIES COMPANY. r: 4 MINOR CONTOUR 2. TOPOGRAPHY. ELEVATIONS ARE BASED ON NGVD DATUM. GT GREASE TRAP 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN: 20 MAJOR CONTOUR 3. GEOTECHNICAL DATA INCLUDING TEST PIT AND BORING LOCATIONS AND ELEVATIONS WERE OBTAINED Q SEWER MANHOLE HDPE HIGH DENSITY POLYETHYLENE PIPE A. WATER PIPES SHALL BE C900 DR-18 POLYVINYL CHLORIDE (BLUE BRUTE) PIPE. FROM SLACKE TEST BORING, INC. (SEE BORING SHEET FOR INFORMATION) 10 PARKING COUNT B. SANITARY SEWER PIPES SHALL BE DR-18 POLYVINYL CHLORIDE PVC SEWER PIPE. O HH HANDHOLE (PVC) c10 COMPACT PARKING STALLS r`'' Document Use CURB STOP & BOX HW HEADWALL C. STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE AND CORRUGATED POLYETHYLENE. DYL - WV 1. THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL HYD HYDRANT Harvest Pointe at ............- DOUBLE YELLOW LINE WATER VALVE & BOX 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, SERVICE, AND SHALL NOT BE USED, IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN FOR TSV INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL WHICH IT WAS CREATED WITHOUT THE EXPRESSED, WRITTEN CONSENT OF VHB. ANY UNAUTHORIZED STOP STOP LINE TAPPING SLEEVE, VALVE & BOX INV INVERT ELEVATION BOXES, CONDUITS, DUCT BANKS LIGHT POLE BASES AND CONCRETE PADS. SITE CONTRACTOR USE REUSE MODIFICATION OR ALTERATION INCLUDING AUTOMATED CONVERSION OF THIS DOCUMENT CutchO ue i ' SIAMESE CONNECTION SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY SHALL BE AT THE USER'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB. I I I I I I I I I I I I(( CROSSWALKHYD I= INVERT ELEVATION AND AS INDICATED ON THE DRAWINGS. ® ACCESSIBLE CURB RAMP '�' FIRE HYDRANT CUtChogUe, New York wM LCS LEVEL CONTROL STRUCTURE 9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS Town of Southold W ° WATER METER COMPANY'S REQUIREMENTS. ACCESSIBLE PARKING e' Ov POST INDICATOR VALVE LP LIGHT POLE No. Revision Date Appvd. V) f 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4" MIN.) SHALL BE DETERMINED BY 15 REMOVE LIGHTS/TURTLE CROSSING 8/30/17 AVL L VAN-ACCESSIBLE PARKING WATER WELL MES METAL END SECTION THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL n VAN MUNICIPAL STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM 14 DHS COMMENTS 8/23/17 AVL - , - THRUST BLOCKS PWW PAVED WATER WAY DIAMETER SHALL BE 5 FEET. 13 TOWN/SCDHS REVISIONS 7/28/17 AVL GG GAS GATE PVC POLYVINYLCHLORIDE PIPE Layout and Materials 12 TOWN REVISIONS 6/14/17 AVL o GM 1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE 11 SCDH REVISIONS 4/22/17 AVL o GAS METER PIV POST INDICATOR VALVE OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. to REVISED PHASING PLAN PER TOWN 4/6/17 AVL EMH RCP REINFORCED CONCRETE PIPE Designed by Checked by E:. © ELECTRIC MANHOLE 2. CURB RADII ARE 5 FEET UNLESS OTHERWISE NOTED. oM ELECTRIC METER R= RIM ELEVATION 3. CURBING SHALL BE BELGIUM BLOCK WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE PLANS. Issued for Date Cn * LIGHT POLE SMH SEWER MANHOLE July 10, 2015 co ®TMH TELEPHONE MANHOLE TSV TAPPING SLEEVE, VALVE AND BOX SCTM: 1000-102-01-33.3 I ....i ❑T TRANSFORMER PAD UG UNDERGROUNDRjul o UP UTILITY POLE -0- UTILITY POLEco N a o U) J •- GUY POLE " W C, �JLU Q ! '� GUY WIRE & ANCHOR El f HAND HOLE PPOV EBY PB � PULL BOX rulm '��B�IV roArm Drawing Number r AIM Matchline MATCHLINE 'OWN OF SOUTHOUD 0� LL Q, Lo V. O a DATE rJ' - '`�'� � � U) ( CAI n f s m r�Jl I Sheet of LU 28 0 AgCFES SIC'o Q) Project Number 0 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Long1sland\29305.00 Heritage Cutchogue\cad\Id\Plonset\3-29305.00-LM.dwg 38'-6" 38'-6" 38"-6" Parking Summary Chart Sign Summary Zoning Summary Chart ° oPnoRApAyERED -' 39'-10" '- Ci`MAi CovER-Eo -1 V 15-10'X 6-0" I OP710NAL COVERED 15'-1�'-0" { Parking Requirements: M.U.T.C.D. Specification = 52'-2" o COVERED -PORCH - c� �0 -Ai DeSC. � Number Width Hei Zoning District(S): Hamlet Density Residential (HD) i PATIO AREALL o COVERED TWO-FAMILY ght 17'-8" 15'-10" x 10'-0" COVERED COVERED b oI PATIO AREA DWELLING 72 x 2 / 1 = 144 SPACES i PATIO AREA PATIO AREA 15'-10" x 10'-0" (2-BEDROOM) UNITS SPACES UNIT I 14'-0" x 20'-0" _ __ 52 2.25 1 1 ' Proposed Use: 15'-10" x 10'-0" � TWO-FAMILY - Rt-1 30" 30" f � TWO-Family Dwellings / = 117 SPACES ' Condominiums - 124 Units 00 0o a COVERED (3-BED UNITS x SPACES UNIT (Condominiums) PATIO AREA 17'-8" x 10'-0" COMMUNITY 6,188x 1 / 300 = 21 SPACES _.., Overlay District(S): N/A CENTER SF SPACE SF RESERVED 12' 18" PARKING Stipulation Of Settlement TOTAL PARKING REQUIRED = 282 SPACES R7-8 Required Provided LIVABLE AREA = 1,599SF LIVABLE AREA = 1,999 SF Requirements hz �� o LIVABLE AREA = 1,999SF 1 STORY o LIVABLE AREA = 1,599SF LIVABLE AREA = 1,599SF 2 STORY j 2 STORY % 1 STORY i� 1 STORY o Parking Provided: - ----'_- --•f - -'•'- € MAXIMUM NUMBER OF UNITS 130 Units 124 Units I LO of E NO PARKING -Ft.MAXIMUM FLOOR AREA (LIVABLE) 245,000 Sq. Ft. 219,076 Sq. Engineering, Surveying & rn 04 `n - - STANDARD ACCESSIBLE 1 TOTAL R7-1 ; 12" 18" ANY Landscape Architecture, PC �r GARAGE Zoning Regulation Requirements HD Residential Provided 2 CAR GARAGE 2 CAR GARAGE 2 CAR GARAGE (19'X19' MIN.) - - 248 SPACES �---� Requirements 100 Motor Parkway ....................................f......,..........._........_......;....._......................_-..i. 18'-2" x 20'-0" 18"-2" x 20'-0" 18'-2" x 20'-0 ............................................................................................_......_..._...._._.._...... ...__.......................................................:........................_.................................. f 20,000 Sq. Ft. 2,0031582 Sq. Ft. Suite 135 2 CAR GARAGE UNIT A PARKING LOT MINIMUM LOT AREA 20'-0' x 21'-0" 9'X20' MIN.) - - 8 SPACES • LOT WIDTH I 75 Feet 216.51 Feet................ 117$8 GD GD GD GD 2 CAR GARAGE GD GD ( _ _ Hauppauge, NY 22'-0" x 20'-6" -------' ----- - -- W11-2 ! 30" 30" : ------'-- ---- ---- ---- -----..._.... - - VISITOR/ CLUB HOUSE LOT DEPTH 120 Feet 1792.61 Feet I (9'X19') 24 SPACES 4 SPACES 28 SPACES ....................................................................................... .... .. . ................................................. .. ..... 631.787.3400 GD GD GD GD ........................ ... .. __..............._........................................ .............._..........................._............_.............. FRONT YARD SETBACK 35 Feet 306.6 Feet SIDE YARD SETBACK COMBINED SIDE YARD 15 30 Feet 82.1 Feet 181.2 Feet V V F ❑ ❑ TENNIS COURTS 3 SPACES ; 2 SPACES ; 5 SPACES / / / ................. .... ................ . ..........................................,........................................................... .... .............................................................._...... .................__.........._.............................._.......... ..._.._................................._............................._..... ........._....... .. R6-1R 36" 12" ONE WAY 35 Feet REAR YARD SETBACK 78.9 Feet 32'-0" 22'-2" TOTAL PARKING PROVIDED 289 SPACES i ........................................................................................................................................._...._.......................................................... ' MINIMUM LIVABLE FLOOR AREA ( SQUARE FEET PER 21 -4 18-6 18"-4" 18' - 6" 16'-9' 19,-10" 21'-4" 18'-6" I NOTES: 850 Sq. Feet 1,599 Sq. Feet .. DWELLING UNIT) I 1. CODE REQUIRES SPACES - ------------ - --- Q A TO BE 9'X19' MIN. 2. COMMUNITY CENTER CALCULATIONS BASED ON REQUIREMENTS FOR ® ® MAXIMUM LOT COVERAGE 25% Unit Type A 48 Units Unit Type B 26 Units Unit Type B 1 34 Units Unit Type B2 12 Units Unit Type C 4 Units - --- -6.92 - - --- Yp C ) Yp C ) Yp C ) Yp C ) Yp C ) RECREA110NAL FACILITY. e. _MAXIMUM BUILDING HEIGHT 35 Feet 35 Feet N•T•S N•T•S N.T.S N.T.S N.T.S 3. ADA/STATE/LOCAL REQUIREMENTS FOR THE CLUB HOUSE: SPACES r ..................... ..... .............................................. .... ....................................................... .....:..................................... BETWEEN 26 TO 50 STALLS REQUIRE TWO ACCESSIBLE SPACES. (1106.1 - MAXIMUM NUMBER OF STORIES 2 2 NOTES: NYS BUILDING CODE) AUTHORIZED * Town of 1. SEE ARCHITECTURAL PLANS BY GRCH ARCHITECTURE PC FOR FURTHER DETAIL. 4. DRIVEWAYS ARE NOT COUNTED IN PARKING SUMMARY. R5-11 30" 24" � vEHIc�Es Southold 5. ON-STREET PARKING EXCLUDED FROM TOTAL PARKING COUNT. ONLY Zoning Regulation Requirements Provided ................ .. . . Residential r--- - ---, Requirements i (� MINIMUM OPEN SPACE SET-ASIDE 50% I 50% 1 ........................................................................................................ ........... ..................................... ............,....... ................. R8-3X 24" 30" OVERNIGHT MINIMUM SETBACK 75 Feet 78.9 Feet PARKING MINIMUM BUFFER 50 Feet 50 Fe-- ............................................................................... ..........................,......................... ....._................................... I - ---"--'----- - --- ............ ........ * BASED ON SECTION 280 ATTACHMENT 6 FOR PROPERTIES >39 ACRES NOTES: PARKING 1. SEE OPEN SPACE PLAN FOR AREA CALCULATIONS BEMIEEN R8-2X 24" 30" SIGNS i s General Notes ° PARK ! 1. TRASH TO BE COLLECTED CURBSIDE AT EACH UNIT. BETWEEN 2. MAIL BOX CLUSTER TO BE LOCATED IN COMMUNITY BUILDING R7-XL 12" 18" k SIGNS (SEE ARCHITECTURAL FLOOR PLANS FOR LOCATION). ONLY i ! I : L � I [ 1 r PARK I BETWEEN R7-XR 1 12" 18" SIGNS ONLY _........... .___.. .. .___.. i V V 1000-102-1-9.2 1000-102-1-5.2 NOW/FORMERLY OF 3 NOW FORMERLY OF BARBARA GRATTAN / ( 427 OSTRANDER AVENUE ROSE'S VINYARD, LLC LIMIT OF NATURAL BUFFER RIVERHEAD, NY 11901 rr PO BOX 914 1901.44 (DEED) CUTCHOGUE, NY 11935 I 1904.80' (ACTUAL) UNIT TYPE "B2" S38'30'50"E (DEED) UNIT TYPE "61" PROPOSED (TYP.) (TYP.) NATURE TRAIL - _, ;._...._.... ........._....__ . .._..__..._ .....,. . ... N S38'24'20"E (ACTUAL) N m "" NATURAL BUFFER AREA - Co- CP 1000-102-1=-23.1 OF 5n' BUFFER CHARLES & JEATZAHRA O I NOW/FORMERLY, " - LA PO BOX 117 1000-102-1-4.6 MATTITiJCK NY, 11952 Z 7-5L3UILDING SETBACK-- NOW/FORMERLY ETBA .K r--� O O' PROPOSED PATIO NOW/FORMERLY OF Z (p1 - �p ROY & DEBRA LEBEL __ _......-_. ___-.._........-........ ... .-__.. .. 1755 EVERGREEN DRIVE N � 21 ,e ,s ,< ,3 a „ O W' LOCATED WITHIN t N cD 23 e 79 ° e a, e1 LA SETBACK �0._.BE. f CUTCHOGUE, NY 11935 0? z7 z6 z5 zs B' e B' e, / � ;p" LA ,, � 95 32 3, a; B a, e B B, a, a B � � ae � �' FLUSH W GRADE r O, AND NOT COVERED a, e v � 273.68' (DEED) / � o � a2 � � . .. .S37'04'40"E 269.77' (ACTUAL) „(Jlj/lJ�' 111 t 11111 � Ln t ,r � � Ci?`© 111111111 111111 H 1 11 t 111111 ,j�,�,�J 1 lJl Y xm xi \ O Ui # LA , e° y LA � O a �'- 1: - LA Ui i n N x 1000-102-1-4.7 �" I D 1000-102-8-2( NOW/FORMERLY OF m "$ ^"m ��9 NOW/FORMERLY F RICHARD 800RDA& JEAN JUNG 03 LA PAUL ROMANEL I LLE PINABETE y ( m' LA 90 BRIDLE COU / CARLSBAD, CA 92009 0 \� rm C 9 "y ' LA I S E , \ CHOGUE NY 1 93 37 04'40" ' cr 95.00' i C{I i b s w. \ \ _..._...h,.._ry co as ^�� LA 306.6 �-. GRIFFING STREE _,__...._ 1 tV U1 --A J �m ©� ,e Cli- � �('11 - - 1000 102-1 33.4 APPROVED r)Y w ✓ 0 LA a� ,9 LA O O NOW/FORMERLY OF FARMSTEAD ANJO LTD �,, N�p �� LOADING CLUBHOUSE e �0+ P `>>�� a PO BOX 871 D 1000-102-1-4.8 @ e` ei 58 `ez ao tv NRIVERHEAD, NY 11901 / NOW/FORMERLY OF \ r DOUGLAS & LYDIA BURNS B1 8131 J TOWN OF SOUTHOLD 1750 EVERGREEN DRIVE DATE t ' A D D CUTCHOGUE, NY 11935 s+ LA "" " "'' '" 1 ( 17 �6 56 0 0, .. � 2L '. S37'13'30"E (DEED) e e, e e LA :; rr • .,i;`;; P . = UNIT TYPE "B" OR � � � S37'04'30"E (ACTUAL) 221.47' a, "C" I v.. .. D o C (TYP.) 00 LA Z 01P N37'13'30"W PROPOSED 400. ' .r. PROPOSED-i rves intts J, LA LA. LA UNMANNED BOOTH TENNIS COURT (SEE DETAIL) 1000-102-1-4.9 LU - 1000-102-1-18.1 C u tc h o g u e NOW/FORMERLY OF � CO 78.9' :'<_' LA aP ' NOW/FORMERLY OF VINCENT & RUTH URWAND 0 N LA ;;. UNIT TYPE A (TYP.) ,ti I ROMAN CATHOLIC CHURCH OF I 1650 EVERGREEN DRIVE P 114.5' THE SACRED HEART I Cutchogue, New York �P o Town of Southold w CUTCHOGUE, NY 11935 ( ,A I e 10, 96 Z A A 95 91 88 (D ,q 98 gg A A 94 93 A A A e e e e e A e e n A e e P No. Revision Date Appvd. J 15 REMOVE LIGHTS/TURTLE CROSSING 8/30/17 AVL r 14 DHS COMMENTS 8/23/17 AVL -~- N Ilililtll ilitil LIMIT OF NATURAL BUFFER D 1 ti 13 TOWN/SCDHS REVISIONS 7/28/17 AVL P �� Ar\�~ 7 7- ATF, gyp 12 TOWN REVISIONS 6/14/17 AVL L� VES O � o 0 0 11 SCDH REVISIONS 4/22/17 AVL 6 10s LA 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 1000-102-1-3.4 103 A e 108 ,07 109 e e 112 1,5 OA 117 'q 1 A A e 'oAe e e 113 114 e e 1,9 12o I Designed by Checked by NOW/FORMERLY OF e e A A e In E DIBOURGHESE COSTELLO, LLC Z <n 17150 CR 48 Ln EMERGENCY ACC ROAD GRA Issued for Date " " July 10, 2015 o- PO BOX 957 Iv O - AREA WITH LOAD BEARING UNIT TYPE A (TYP.) cn CUTCHOGUE, NY 11935 Ln I SUB-SURFACE (SEE DETAIL) __ - °o _.- W o LA 75' BUILDING SETBACK - ' L- - - - ' BUFFER - - - - - - - - SCTM: 1000-102-01-33.3 NATURAL - 0 74.1' BUFFER AREA NATURAL BUFFER AREA a� o tL N36'54'20"W (DEED) 3 � 1 2009 51 DEED N 2009.22 (ACTUAL) �' i PROPOSED CONNECT EMERGENCY ACCESS T0, EXISTING ROAD, I w "' I I CRASH GATE `: EMERGENCY ACCESS ONLY. NOT TO BE USED ASA � i f (SEE DETAIL) Wj CONSTRUCTION ENTRANCE/EXIT OR FOR ANY OTHER r �--� ,' \.J Q - --- q ;' PURPOSE EXCEPT EMERGENCIES. ! 1000-102-8-24 1000-102-8-261000-102-8-28 -102-8-29 I ! 1000-102-8-30 1000 �+ 1000-102-8-22 1000-102-8-25 1000-102-8-27 NOW FORMERLY OF NOW FORMERLY OF WRF NRMERLY OF o NOW FORMERLY OF NOW/FORMERLY OF / / 3 NOW/FORMERLY OF / NOW/FORMERLY OF --- - WILLIAM &_VIVIAN VELEZ LINDA COOK i ZO A SORMELEY `" o 0 JENNIFER & THOMAS FOSTER 1000-102-8-23 PATRICK -& -LESLIE CASEY WADE HUBSCHMITT WADE HUBSCHMITT NOW FORMERLY OF € 60 ROAD 1850 2 o a� ~CM I 2890 HIGHLAND ROAD 31' MARTHA STREET CYNTHIA LAKE - HIGHLAND ROAD I BAYSID NY 11360 o c Drawing Number PO BOX 1035 NOW/FORMERLY OF 31 MARTHA STREET CUTCHOGUE,ANY 11935 CUTCHOGUE, NY 11935 o CUTCHOGUE, NYi11935 DAVID & DONNA COOK CUTCHOGUE, NY 11935 FREEPORT, NY 11520 i FREEPORT, NY 11520 12270 HIGHLAND ROAD 2 0 09-'50 28TH AVENUE N 3050 HIGHLAND ROAD 1 CUTCHOGUE, NY 11935 Wa _._ -E- w .� i.,,_...�...,,,,....._. ...,.,._. ...._-....... t Q; CUTCHOGUE, NY 11935' V. 20 U 80 0 80 160 * t`' U UJ to Sheet of SCALE IN FEET �0 1 2 28 �o aProject Number Cn 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Longls1and\29305.00 Heritage Cutchogue\cad\Id\Planset\3_29305.00_LM.dwg O u ' > S PROPOSED MULCHED NATURE TRAIL . " S38'3050E (DEED) (TO BE ROUTED AROUND EXISTING S38'24'20"E (ACTUAL) TREES WITHIN NATURAL BUFFER AREA) I I N ,.. .'/flFf`JfFJt fJFd Jfxlr FJlfxr. JPf.rrxJfr JF < � NATURAL BUFFER AREA `f!J -, rFJsfrJfxdfildfJJfflfrJrf t III"'' fr JxJJF% r �`F!✓.rllFfJJFJJ/i !•r dJ Ff d'•F! -- !JFlJx `FJ/Flflf.✓Fr Orf °` x!flP7_17-•'. - FJ J ✓•.r` _- .i.-- .-r Jr'FPfF F{JFxlffJF/JFFJJf rr'r Jr flr<r;rrJ r+ r • rrff/ IJFIf . J!fl Jflr fFr Jfdd J s x J!/'xlFF.r.r'/Jr".=`;•.`:F.%rxIPF�J`f FfJJ F!! \ f Jx — — — — -- — LA Engineering, Surveying & JfflFF - frlJ PROPOSED NATURE TRAIL Landscape Architecture, PC Z Z s AFF 50' BUFFER > (PERVIOUS PAVERS) CR CR — — 100 Motor Parkway %f✓ '9s _ — — — -- - 13.7' 13.7I 10.3' Suite 135 o, o; 9A' 75' BUILDING SETBACK ' 10.7 �--� Hauppauge, NY 11788 _._____� �-� 13.7' �----{ PROPOSED 13.7' I I 23 22 21 20 B� 631.787.3400 COVERED o j✓ F 14 x 20 28.7 ' 27 26 N251 24 BB1 B115 13.7 2g 28 e e Becr. PATIO (TYP.) 30 g B1 e r { LA 36 31 61 e z 0 3� 35 12.1 B1 w w x G B 32 B w z ` P 62 a B1 1 (P ,Z N 16.2' £! e B E o g8 z ENN I'M 34 r{. G) o� 6� z B2 33 w EN EN EN E N 'b� EN 'F EN 19' rn w EN 17.9' y LIMIT OF NATURAL z 1 o r� J BUFFER AREA �p1 $ j o W11-2 R7 N O F, O F r { � N� OOO " _. , r 0a N -F— 12+00 11+00 10+00 fi 9+( 14 I OO "13+00 BBC 't ...BBC . T �� III ,:. . .... .................................._... BUMP .R TYPE POSED /�.--R 1 R7 XL 7 S P RAM B XR S'T goo R7-XL ST / 1`� OP - R7-XR LA (TYP.) 16+Ofl ST - LA OUT OFOR PARKING J FLUSH BELGIUM ANE TYPE 1B-D (TYP R1- % F �� X p / BLOCK DRIVEWAY 1 q�x DIVIDERS TYP. ;n TYPE B-D RAMP O N3 �. i.. RAMP (TYP.) R6-1 R ti E 0 + (SEE DETAIL) N3 0 PROPOSED 5' (TYP.) ;D m 0 ;Facs SIDEWALK (TYP.) oo. � INSTALL 5 FT. WIDE MOUNTABLE f 1 BELGIUM BLOCK CURB TO N3 ALLOW TURTLE ACCESS TO 24' 20' 10' 20 24 5' 03 o Z f m DRAINAGE AREA (TYP.) O m u� m Z x \ J � ILA f 00 N. f , I \ GOLF CA + t4 14 m rn LA cr w .- �+ PARKING RT 0 �� x O co y J Ui J yam (TYP. OF 4 � R1-1 c> yn fi (TYP. OF 2 ti E\ 2 + INSTALL 5 FT. WIDE MOUNTABLE ` fN hhm� RACK L , 245 BELGIUM BLOCK CURB TO / y 5 ALLOW TURTLE ACCESS TO r -1 MSN DRAINAGE AREA (TYP.) h "� SX 00 f TYPE B-D r RAMP DROP-OFF o (TYP.) OVERHANG f PROPOSED SINGLE R1-1 'y� FLUS,AREA LIGHT (TYP.) 6� j ,5k04 LA p"5 0 A � FARMSTEAI? PROPOSED N - �+I /� 10' X 10' ' LOADING CLUBHOUSE "' / DUMPSTER 5+ 70 �► �+00 4+00l \ STORY 2 ENCLOSURE 1STORY GFA y�,� 1 ST U-1 SS \ I 82 7.26 w SEE PLANS BY OTHERS S 1 EN r: FOR POOL DESIGN EN I �l. ' ff N3VIP 52 , i. n m m f C3 Z Z w 51 LA r x 61 --•�, ,ATIO;' POOL 49 x 47 48 B 50 ry LAr S37'13'30"E (DEED) 12' { S37*04'30"E (ACTUAL) 221.47' rr V MIN. rf I l PROPOSED ` r LA COVERED I R7-XL 14' x 20' d � PATIO (TYP.) LA ' LA PROPOSED NATURE TRAIL LA o (PERVIOUS PAVERS) PROPOSED BUMP PROPOSED _ OUT FOR PARKING LA COVERED PROPOSED w (TYP.) 15' x 20' 15' x 20' I 10 PATIO (TYP.) BREEZEWAY 0 00 (TYP-) o 39.22 APP OVED Y In I 102 34.22' 39.22' Z '. a 101 96 39.22' 39.22' rLANNING ,� OACD 29.6 2fl 24 29.6' I 91 A 1q 99 98 A A q 93 g2 A 90 TOWN 0'! SOUTHOLD A 94 A A e e 89 A A e 88 e A A DATE e I t N } + R7-XRJ} 4' CONCRETE R1-1 TYPE PROPOSED TWIN ,��1IJ 5' SIDEWALK �nTYPE B-D AREA LIGHT (TYP.) I �'"' WALK (TYP.) MIN. WITH B-D RAMP N /7FLUSH BBC (TYP,) dOl RAMP R7-XR R7 XL R7-XR R7-XL N SIDEWAL (TYP.) (TYP.) R7yXL R7-XR R7-XL TYP.N arvest Pointe at rVFBBC FBRC rql HAR VEST POINTE LANE N - —+— - HARVE T PQIIVTE LANE -7 ^ - - - — ,-y -v - + - C U tC h O U e —,�- g 2S, 1 ARC 24+00 23+00 22+00+ 21+00 BBC 20+00 0 18+00 50' `y 17+'00 16+0fl B� � v� 14+00 13-00 N L PROPOSED HYD `" Cutchogue, New York LO °}}NMOUNTABLE CUR io _ 18' W N ov N R2 \-FLUSH CURB WITH PAVERS FLUSH CURB Town of Southold a R48' WITH PAVERS LA No. Revision Date Appvd. J 15 REMOVE LIGHTS/TURTLE CROSSING 8/30/17 AVL 04 1 103 1A 1q 110 111 116 14 DHS COMMENTS 8/23/17 AVL n e 106 107 109 A A 112 115 q r7 108 e e I e 2 e A A e 113 114 e 13 TOWN/SCDHS REVISIONS 7/28/17 AVL A e e 49.22 A r` PROPOSED HYDRANT, 40.22' e A 12 TOWN REVISIONS 6/14/17 AVL o ROAD TO BE 49.22 49 22' LJ7: + 11 SCDH REVISIONS 4/22/17 AVL c� Z WIDENED TO 26 FT. PROPOSED HYDRANT, 39.22 39.22' LnI AT HYDRANT (TYP) EMERGENCY ACCESS ROAD ROAD TO BE 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL °' GRASSED AREA WITH LOAD M WIDENED TO 26 FT. 0° BEARING SUB-SURFACE Designed by Checked by o o r AT HYDRANT (TYP) E m (SEE DETAIL) IIssued for Date "' 75' BUILDING SETBACK July 10, 2015 LA — — — — — — — — — — so' BUFFER — — — — — — — SCTM: 1000-102-01-33.3 EXISTING 1 _ � CHAIN LINK . • • a_ NATURAL BUFFER AREA - FENCE TO PROPOSED CRASH GATE NATURAL BUFFER AREA REMAIN � (SEE DETAIL) J i" ., ; tr y�/ i� a R5-1 3 N36'54'20"W - R5-11 E CONNECT EMERGENCY ACCESS TO EXISTING ROAD € + ! U Drawing Number r\ ACCESS ROAD TO BE INSTALLED TO EXISTING N w PAVEMENT EDGE; PROVIDE MOUNTABLE CURB. (SEE DETAIL); EMERGENCY ACCESS ONLY. NOT TO BE USED AS A CONSTRUCTION ENTRANCE/EXIT OR ' FOR ANY OTHER PURPOSE EXCEPT EMERGENCIES. V. 40 0 40 80 ;x r^ - ! . W Sheet of a� SCALE IN F 2 w, . 1 ? 3 28 c� p E C E V ECoA 861 $ �� s 6 OFess1c > S E P 19 2017 Project Number 29305.00 SonTown Planning Board SCDHS Reference # C10-06-0013 g \\vhb\proj\Long1sIand\29305.00 Heritage Cutchogue\cad\ld\Plonset\3-29305.00-LM.dwg E 0 U > 1901.44' (DEED) 1904.80' (ACTUAL) U U 1--PROPOSED MULCHED NATURE TRAIL NATURAL BUFFER AREA U) (TO BE ROUTED AROUND EXISTING TREES WITHIN NATURAL AREA) . . . . . . .. .. . . . 7,77,77" f. Engineering, Surveying Landscape Architecture, I 100 Motor Parkway 75' BUILDING SETBACK ------------ PROPOSED Suite 135 COVERED 00 14' x 20' w Hauppauge, NY 11788 10.3' 14.1' PATIO (TYP.) 13.7' 631.787.3400 13 7' 12.8 16.7' C 14 .21.6' cl ............ ........ ...... 15 16 13 12 LA C B 81 19 4) 4) % 22 20 B1 C B1 a TIO 21 q) % T PROPOSED PA BI M BI 10 LOCATED WITHIN B 18 17 13 SETBACK TO BE C C Ll N FLUSH W/ GRADE EN EN 16.2' AND NOT COVERED EN EN US 19. 0 z: 19.9' EXISTING CHAIN LINK FENCE TO REMAIN R7 0 Z� 273.68' (JDED) CNN T ........... 0 $37*04'401�/.' �_69.77' UAL) 6+00 0 CD a) +1 5+00 LANE • I Ri-1 P Cn 10+00 + C -7 A-0 ....... C) fit III If I Cn YD > 8 00 TOP 4*0 0 R7-XR Z_ TYPE B-D X"I 0 M TYPE B-D MILLSTONE hisLA STOP RAMP RAMP R7-1 (TYP.) . (TYP.)LO R1-1 PROPOSED 5' K3 SIDEWALK (TYP.) TYPE B-D LIMIT OF AREA TO RAMP REMAIN NATURAL I U GI co + Co (TYP.) G7 I PROPOSED HYDRANT, 00 ROAD TO BE WIDENED TO 26 FT. AT HYDRANT (TYP) N R7-XR _4 R7-1 LA LA � ( .q � PROPOSED INSTALL 5 FT. WIDE MOUNTABLE "100 NATURE TRAIL GAZEBO L BELGIUM BLOCK CURB TO 01 (PERVIOUS ALLOW TURTLE ACCESS TO 3r. PAVERS) DRAINAGE AREA (TYP.) R7- S37'04'40"E X 95.00' 7777-7.77777 R8-3X CONCRETE WALK Id / - RE A" K LA PROPOSED 0+00 UNMANNED O BOOTH ........... 00 Y'00 PROPOSED COVERED 14' x 20' PATIO (TYP.) 8-3X Ln LA PROPOSED 6' X 4' .00 �-I Ln 8-2X r's MONUMENT SIGN C� 4+00 PROPOSED NATURE TRAIL TYPE B-D (PERVIOUS PAVERS) RAMP (TYP.) BICYCLE LA PROPOSED LA 01 RACK ENTRANCE, R1-1 RETAINING PROPOSED Q� S 1* ';.0 &-k WALLS . N3 1j9 N3 COVERED R7-XR ...... FOR WORK WITHIN THE RIGHTS OF WAY V Cos 15' x 20' R 1 1 SEE OFF SITE IMPROVEMENT PLAN FOR 6S PATIO (TYP.) to 66 LO 50' 9) _J DETAILS (SEE SHEET C-10). 75' BUILDING �ETBACK //--SEE PLANS BY OTHERS 131 68 FOR POOL DESIGN 67 Bi W11-2 R1-8 > STRIPED 0 rri 61) B' CROSSWALK (TYP.) C: > PROPOSED (TYP ) > 15' x 20' 50' BUFF R TYPE D- L FLUSH BBC POSED BREEZEWAY TYPE B-D RAMP TYP. PRO (TYP.) TENNIS COURT (TYP.) RAMP R7-XLLA (SEE DETAIL) CD (TYP.) U R7-XR PROPOSED- VINYL COATED 10' HIGH CHAIN x LINK-FENCEif N37'13'30"W 400.00' BELGI JM BLOCK CURB TYP. C6 (SEE DETAIL) J XC R7-XL LA 03 ��P APPPIOVED BY R7_XR rLANNING MAW 39.22' 39.22' 37.3TOWN Or- SOME= 86 0 A 85 90 87 A A 89 88 A An A �o ® �M WITH PAVERS V) U_ R7-XR R7 XL z--\\ M /—FLUSH CURB LHarvest Pointe at _J 0 Cutchogue LO 00 M R VEST POINTE LANEnot' 10 I r- Cutchogue, New York Town of Southold 14+00 13_00 12+00 RRr L: 0) No. Revision Date AK (0 LUSH CURB 40 _J TH PAVERS 4x 15 REMOVE LIGHTS/TURTLE CROSSING 8/30/17 P HYD ........... n 14 DHS COMMENTS 8/23/17 P L0 13 TOWN/SCDHS REVISIONS 7/28/17 A 116 118 40' LA 12 TOWN REVISIONS 6/14/17 P e115 A 117 A 0 A A 119 120 I 11 SCDH REVISIONS 4/22/17 P 0 A P A r) 10 REVISED PHASING PLAN PER TOWN 4/6/17 P 0 C 39.22' 39.22' Designed by Checked by Q) E Q) Issued for Date Ln July 10, 20 V) 75' BUILDING SETBACK SCTM: 1000-102-01-33.3 CU 50' BUFFER E a `" 0 0 .atwn-TL01�1�& Ahl n c.M LiEXISTING (g=s) > I CHAIN LINK FENCE TO NATURAL BUFFER AREA REMAIN < V ...... 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'O .J • , 11 33.507 _ 7 y M _ _ _ ~ I-, 1 { 1 ' 3 R-J0.00 'z 'h.,, �•� r ---5&BUFFER x � 33 -f. �^� IU31N SETi3ACK l A2'p # I ! ', `� ', R•28.10' t'r5 a _- .. _, _.,.,, 3 t � F ....,µ u. .,_. , / ° ( , t, { 1 f/, ! 4 i( F J. ! t a s - .. « ,,. - . '•� � a "'- - - 009.22'' .. 2 (ACTUAL) _1 , 1 ( a , i \ PROPOSED PROPOSED PARKING SIGN PARKING SIGN 80 0 80 160 , (SEE PLAN) (SEE PLAN) SCALE IN FEET rc>ANN1NG AES SIDEWALK TOWN or SOUMOLD i I DATE °i I I Ini acted Soil Notes 1 I �5 I II I - - - - �•- 1. ALL EARTHWORK SHALL BE PERFORMED IN- - - - ACCORDANCE WITH THE PROJECT SOIL MANAGEMENT Harvest Pointe at I I PLAN AND THE OWNER'S ENVIRONMENTAL CONSULTANT.. TYPICAL 25' x 7' SPACE I I UNMARKED IN ACCORDANCE WITH THE STORMWATER POLLUTION C y ( i 2. PREVENTION PLAN, IT IS THE CONTRACTOR'S u tc h og u e RESPONSIBILITY TO HANDLE ALL IMPACTED MATERIAL IN ACCORDANCE WITH THE SOIL MANAGEMENT PLAN AND CUtC11O Ue, New York n Street Parking Detail THE SUFFOLK COUNTY DEPARTMENT OF HEALTH U GUIDELINES IN ORDER TO AVOID ADVERSE IMPACTS TO Town of Southold w N.T.S TOP OF WORKERS AND NEIGHBORS DURING CONSTRUCTION. U1 -' Date APRON + 4" No. Revision NOTE: TYPICAL IN LOCATIONS SHOWN ON PLANS OR AS DIRECTED BY ENGINEER. FROM GUTTER FFE 0.00 1s REMOVE LIGHTS/TURTLE CROSSING 8/30/17 O = Grading & Drainage Notes 14 DHS COMMENTS 8/23/17 CV Unit Type A � Unit Type B/C GUTTER 1%-5q 13 TOWN/SCDHS REVISIONS 7/28/17 1. PER THE GEOTECHNICAL REPORT PREPARED BY SLACKE TEST BORING, INC. DATED �-- -0.55 DECEMBER 7, 2006 GROUNDWATER WAS ENCOUNTERED IN TEST BORING 2 AT 17'-7"o COVERED \_GFE= 12 TOWN REVISIONS 6/14/17 `N COVERED PATIO AREA �/ -0.75 BELOW GROUND SURFACE AND ALSO IN TEST BORING 3 AT 25'-7" BELOW GROUND 11 SCDH REVISIONS 4/22/17 0 COVERED PATIO AREA -0.95 SURFACE. THEREFORE, GROUNDWATER IS ASSUMED TO BE AT OR BELOW ELEVATION 8. PATIO AREA -0.95 -0.95 25' 10 REVISED PHASING PLAN PER TOWN 4/6/17 4' 2. DRIVEWAYS TO BE PITCHED TOWARDS THE ROAD AND SHALL BE 1% - 5% SLOPE. WIDTH'ROAD Designed by Checked by E APRON DRIVEWAY GARAGE UNIT 3. MAX SLOPES TO BE 1V:3H UNLESS OTHERWISE NOTED. 0�2 Issued for Date 4. GRADES TO PITCH AWAY FROM BUILDING FOUNDATIONS. -0.95 PATIO AREA co FEE= 0.00 FEE= 0.0 July 10, : FFE= o.o Typical Driveway Grading Profile (w/out Sidewalk) 5. CONTRACTOR RESPONSIBLE TO PROVIDE POSITIVE DRAINAGE FLOW OVER THE SITE. BIRD T GEE= -0.55 GFE= -0.55 GEE= -0.55 BATHS AND PONDING AREAS (OTHER THAN AS DESIGNED) ARE NOT PERMITTED. 0 -° x 6. DRAINAGE PIPE TO BE FOLLOWS SCTM: 1000-102-01-33.3 N.T.S � FEE= 0.00 UNDER PAVEMENT: RCP, SIZE AS NOTED ON PLANS _ GEE= -0.55 • 2 CAR GARAGE UNDER LANDSCAPING: CPP, SIZE AS NOTED ON PLANS � -0.75-0.75 x ROOF DRAIN HEADERS: 10" CPP MIN. SLOPE 0.5% ' rr, 5' ASPHALT tLLJI OF -0.95 '-'-' DRIVEWAY 2 CAR GARAGE 2 CAR GARAGE x LINED UP WITH 7. ADDITIONAL ROOF DRAIN HEADERS MAY BE NEEDED PENDING FINAL ARCHITECTURAL DESIGN. 2 CAR GARAGE TOP OF N :I: • • - Li -0.75 SIDEWALK © Fo APRON + 4" 2% MAX 8. DRYWELLS CAPTURING ROOF DRAINS SHALL HAVE A MINIMUM OF 10 FOOT EFFECTIVE DEPTH �' v Q -0.95 ° DRIVEWAY FROM GUTTER CROSS SLOPE FROM TOP OF RINGS. DRYWELLS TO BE INSTALLED IN ACCORDANCE WITH DETAIL. c ® . • .d I') -0.75 ° RI A -0. 5 -0.75 FFE = 0.00 � w v,.L RI WAY cf1 M m ?a M DRIVEWAY -095 1%_ Earthwork Notes o _ m z¢ m �� m -0.95 zQ � m 2% 5% m �� A\� m GUTTER '4--- `- Ln MA)(. Drawing Number o -_L0__ \L.-GFE= -0.55 1. EARTHWORK FOR THIS PROJECT IS INTENDED TO YIELD A BALANCED SITE UPON COMPLETION -0.75 OF THE PROJECT, I.E. 0 CY CUT AND RLL MATERIAL NEEDED. -,� -,� - - - -- 2. IT IS NOT ANTICIPATED THAT ANY MATERIAL BE BROUGHT TO OR HAULED AWAY FROM THE NvQ N®a I I SITE FOR USE AS FILL TO ACHIEVE SUBGRADE ELEVATIONS. a) WHERE SIDEWALK IS REQUIRED, - - - - 25' 4' 3. THE CONTRACTOR SHALL UTILIZE ALL NON-IMPACTED ORGANIC MATERIAL AS TOPSOIL IN ' C) Nr Lm3o (TRANSITION BELGIUM BLOCK AND ROAD WIDTH LANDSCAPE AREAS PROVIDED THE MATERIAL IS APPROVED BY THE ENGINEER. ��WALKWAY DOWN TO MEET FLUSH DRIVEWAY APRON ® 0.33"V:4'H APRON DRIVEWAY GARAGE UNIT 4. ALL EARTHWORK SHALL ADHERE TO THE APPROVED SOIL MANAGEMENT PLAN FOR THE f � G�LO V `I '�'� / O o WITH DRIVEWAY PER BELGIUM 5. THERESHALLBE NO LOAM OR ORGANIC MATERIAL USED UNDER ROADWAYS OR C9 C/)cn BLOCK TRANSITION DETAIL. • ° � Typical Unit Gradin Scheme , .. • • • FOUNDATIONS. ONLY CLEAN SAND AND STRUCTURAL FILL TO BE USED AS APPROVED BY !r y g Typical Driveway Grading Profile (w/ sidewalk) THE ENGINEER. r IL I Sheet of 0 DRIVEWAY APRON ® 0.33'V:4'H N.T.S 1177 6. REFER TO SOIL MANAGEMENT PLAN FOR ADDITIONAL INFORMATION. _:,y� ? 5 2$ N.T.S s w� `'SOA �f36 i�4'3 P��ti• 9OFESS10N Project Number 29305.00 SCDHS Reference # C10-06-C \\vhb\proj\Longlsland\29305.00 Heritage Cutchogue\cad\Id\Planset\4_29305.00_GD.dwg I I w S 4 V [�^; e,.• I •6 p P' \ 'I-, I !� I ""' -00< I I _._•- -- __ � . i , M M -� `;' ', T _11`� ,tel /' \ ,:, s } 11 11 r f . ." . , - , l�/1 J " S38 0 EE .t \ ... f 11 \\l r� '3 50 E (D D) r, r. " I:., � ti , S38'24'20"E (ACTUAL) ... .�, r"_, , _� ,�..,",� r ., ��:;f F,, , -- , i;, r 1- + �.. ;' ,; y. ". 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S ~ 1� ,,1,<,, r -` /%F/%F//f rrF/r/f Jrrrr/✓F/✓✓/d/`// \ 1 \ rfr✓f/' r , ✓ rfir/ia° ;-Frr;/rr'✓ `` �,: r/dfir` '' •'✓F/1f//er.r✓ffr d/drrr r � r�.rsr �,<�/, /, a, ' rrddd ✓//df r 3Q "-/✓//% ✓ /✓f/r Frr'i/"/,-"'F/,//"F.° /d / rr< . 30.90 / lr ( 1 ffff r r /r r,'f Hauppauge NY 117 ` -.t ••`� .•'..;,✓.r'r r'dF//fr: .S • €' ` r,""r �..v, X w► ' /\ J✓F✓F//r f/1./✓✓Frr/rff/ 31 , T/ 29 31.50 i M, 1'1r/fr'. 13 1/\ j f ' ( 1 = H2® /\ / ?/ a. �.. ,' ,!.__1 63 .787.3400 3 H1 _9 __ -- / ' - / R=30.80 ® R 29.5 ®f, 29.5 \ / R 30 00; R=30.0 �. ' X32 f` ,,' 1 -1 I o ct''o ,, `~ r'r' 32 ® ti 1 ... .-„ _, .. . t 3 / 32 { v \/ 33 _,// � , ! r w I,. ✓ /' rn r `` """^ 30 �S 34 4,� - $ :F 33 _ .� - r - .. _ �j,.. I I I �'"a J % - / /' *'+ Eo *� ff � // "a: ` �, 3 � � I , I I E I I 0. w , I. /, 'r ` ! 1 34.20 x S� I !.'1'' r f � i --•� I 31 i """"" lj< 1 ' ( �y I /.• �- rI, CO-" 1 �" I ,1 LA I n rn1. F' 1 X31.9 \/,�° t cot w 1 !'SD I 1 " �1 33.45 R 32.60 r I 33.45 I 34.00 t 33.30 �� 11 G 0 , ". / .; y - _ '. c' ,) �� ;." 32. UNIT 24 23 UNIT 22x21 E- 6 ___ __M ri / ```' f 1 \ ." _... . : �.t-.`.. jFx29 . "' ..., _ 6x25 O 55 - tFFE = 34FE = .40 FFE = 34.95 _.. O- X ,. / j I i - UNI 2 / "' ' 1 f UNIT 36e�35 1 33.20 UNI FFE -30 I UNIT 28e#27 UNIT 2 N - GFE = 34.40 _ _ ~ / ;ti 1,5 34.40 " ` ' 33.70 FFE = 34.55�` i ;"GFE - 33.00 33.34 �, � � .20 V�J�� 35• GFE = 35.610 I 33.65 d ,GFE - 33.85 3` 20 34.20 '3 .10 � GFE = 33. 0 ' 3 .20ta - ' 32.10 `' - FFE _ 34.40 � � 32.80 2 t FFE 34.25 . ' 1 ` ' S � q 6G I - _ ,. '. _ 2 31 FE 33.35 w '� Z '" w FUE I-133.05 r FSE , 3 GFE 34.00 _. - 3 o UNI 3 '� _ , w S18 4'0MH / N FE IZ r,., UNIT 34e-*33 = Z 0 3.35 "r"..,`s � �:. _ _ "._ 2.30 - 3 . / p G Z 33. 0 GFE 34.75 w ry R= 32.50 S174'0MH „. 3 50 z 34.9 G I S20 ce ,- GFE 2 50 2 2 / ✓ /'f '' ; . 33.80 L11 4'0MH 1 ) = 34.15 34.60 g R=31.15 EN R=33.63 Z ( 33 60 /\ 34.20 _. R=32so 25 3.40 = EN = t*- FFE ",u . I EN R2 31 b0 EN. EN EN w �' :, " a ' GFE ( / ' EN X Z EN 3 .15 3.45 I I 3 5 3 5 34. 34. 0 3 .0 I z r "_' \ 34.30 5 . ,_"_ , m w EN 34.90 4.70 3 .15 2.60 2 8Q 32. 0 M N _ 3.90 / f `L f `x5 r I 3.60 33.80 Z 34.55 34.90 , 33.6 4.40 `' 33 r - X34. D 40 2 N fl r' - X3 / .�. �1 p1 R 33.80 L9 cB "_, <.: 34.55- ``_ �.......;.,..,� .� � 1.5 32. 0 3 _ 3-49 - 12 �,....... `3 .40 R "\ \ = 3 .4 33.89 33.8 S24 .� ;,�. �._._- .�"".. R � -31.eo 34. 0 33.08 33.28 J R 3 14 / • I , � i _ I N _ 3 3, , J,,.. N. 34.50 r; R `- RD�3 ", ^� 31 8 32. 3 �'//_ -_ _! - �."• 33. 6 R 33.1 32.78 2.3 3.4 4.60 s 34. 3 34 3 ' �3 _ 3 8 32. 9 tl = _i -: 5 -- 32'0 - _ r / 3 ;- 33.40 3.20 + - ' 3 X x 3 3 2. 327 '3 � 4 2 �� 3 3 33 / 3 0 34 x x x x _ 31x10 32X/5 32. L_... 33.5 ", r 3.0 ® 31 8 / ,r ° to O `'� <, • 34.1 „. l __., '' """_ .. '<"_.". .... ., u' 34 ` L2 x 34.20 34.0 .. r�,° L_R- _ T T-F _:w' -I 0 1�,_,_ _._. - � ; :: ; 32.5 1 31 8 11 31. 0 " •,.` �' i f '. \ p0„Oh ° 34.30 �� X 33 3 x '', '� ,.R=34.00 , r o "._".. W -32:50- - - �6� 10-• °._ e.; _ - - - -� - -I. ti'- - I--- - - -/ �,,_ =32 f ¢ " 3235 32. " '� -; / f F ` "� = " ® 33.80 _ _ `�� 32.45 /32 32.53 32.78 ,^�=w 3 5 _ I - o� - ry'ti I - - 1 32- 3 + �� 31.45 31. 5 d % / iii /- -_ - 33x10 ,�- - - - �o 13+00 ; -11 12+0 ? 11 00 10+D� �- gf ,f _ J� i 17 00 ~-\ �- h�`a' - __ 1 4'f O a ��,,•, 1 .1 `. 3 2 / 0 r,r _..- , / 1 11, /. C C i �• :._ 3210 32.45 <' 1 v i � / Fes- N.- 16+17.74 `L - 7 I -32 - .. / /' f C� 34.60 ,� ' S 3 R_, _ 1 .. ....... ......... .........::... ..'_. €.: HP " "� ..J J1 �, 1 . , ..... .... „ 8 h00 .11 F ;. 34.30 -- " R=30 - _ _.. SYS 33.10µ 3 . ! f. •<` 5 ,"... 1, ... / s=,•-""""'I---- �� }{P s... ,. 3 '' N LP .r-<' TEM 0 3� X '33.80 ............. / ., ✓ ® r 34 / 1 ^-"_ �5k 14+03.00 _ �� ^) R=VARIES 3 ... ^�, < , _,/ , r ,..- 34.60 ® TC 3 11+s3.3 TC 32.48 ,,� . . -_. 4.00 _ --_.. - f... , ` O 1 5 �� 31.51 BC 8 CO _ :1. _.,..... _•�.-. --,_ jFi 34.23 x �,,.. 35 96 �6 R 151- ,.` R-32 75 - f j 4> o r'. 35.9 .; 00 33. I 1 `- 34 BC 3215 �� 2 , " t '� 4.3 ,4. 33.90 , ..?� ^�� ,y,� 3p s 1"4d 36.16 Y 01 O 6 N3 N._. ✓ 2 , \ _.. / 33 - / / 3� 3 � N3 R=31.85 =32.25 r' w . , d ... ..<_ ,N + iM 2 t 33.95 X I 1 cn -r1 w .. 31' I 11 " C N 1. r R= 0.75 i� 3 / ,.. ® � ' r ,-:•' ,. �, •' bo C 33.00 - . _.. -. 410 r.. �; ;,; -r1-rt o, t°" , 11 M r 0 5.43 X c,�, Z r 32.50 -.".._ NCn� � frlm �t � � co. 36.16 , . ', ✓ _ ' y. 29 7 co 7 S15 cB N __ - _ 33.90 -11 I.ell 33 9 5 g \ 3.00 4 � � 11 p �� / / ,r N k > 1. C:J'` f � `-'� ( 1 ,/ B 5Q �,' � .. � W 2.08 W cD � - _...._ ''' .. / 3 O J' 4' "HP k•- ® r` = CO 11 1 I ^ ... / co. �''� W o I _ - �; " N// 4 i 17+87.32 5.60x H I � ,. 0 W . <. ". 11 ., s< ` r": 5' rin0 47 Z� /'+ } \% O O W ' 32.2 C _ ,," 3 6 'I , _.. $ 34 W / 1 � .28 _ 5 93 _.... ... r- , l I r . F f a f R1 29.50 o j. r., �jt�+€t' „� 33 �' z� ;,''";:� r ® G 3.3 " 0 111 pp 3 0 t d L. , / r r Ned S44 S48 % € 34.10 - R 27 50 r eF Q I 10 BOT,A H , P / - II It r ( . 35.9 _ , - �1 / .." ._._ , S - r HWL c,+ tt= w_- 33.10 S16 ce ~` ` ' } Z w w r"._ 34.2 ®' R1 29.50 'TC 33:80 C 33.80 0 r ,.. ,�, 3 " � � 33,OQ '" 33 \ -.'... ..._. , LL LL 4.10 X c,� DRA L 35.80 4 33.45 BC.33.30 BC 33.30 N �' <'. R=32.08 .50 M 11 35. _ � `r > L,_co 32.95 tss.so /' �. 35.70 �.. 0 CF '' rn .< L2 CB _ 9. M -__. _ ; " � / CAPACITY w N 3 3.90 .. i , = w , y FtD i� 96 x. �*,.� N "` \ / - M /, d3 I , Z R 32.78 80 rr`: R= 0 �., L130�� T. EL 29.00 F RD' 35 F Y W � + ,- r : 75 11 P LPL2 1"W R=29.50HWL EL. 31.00 /'' g, r u'2 rn rn ✓ 33.90 C ' R=32.90 �O�O / I r° yh�G c1'� 't S144'mMH 11 IS /r, u,.... 58 `�,� _ r � i<111 = �-. cA f I R P" 34 5 e / , '1, \ 2 1 r. �9�0 i , d, �s s. LP °` O ' 19+17.8 `. �' , ,..,,' r: ` ;' �' 8 33.00 O \ .R 5 59x N? 3 5 35 9 5.6 o/ ✓ 'yS L7 CB r' TC 33.20 P1 4'OMH ^Gy �,. 33 "_ TC•33.20 � 35. 0 35.81 Ih T - - i5 r d " Sn-m '-r CB " r R=34.05 x 5.77 ,r CD ` 8C 32.70 BC 32.70 R=31.25 G,"F .A �cS y`L5 --�, _.__ _ _.- � o 4.1 .1 32,71 _T 6 �� ay 1 QO_ 32.30 `� % a, ----e' --_ _,.___` __..� ____ 11,. 33.98. . N3 R I 7, , � � � , h I O• 32.30 N � 1 �_ ] , D R=34.15 01 'S I'� 35.81 Gj/ 6� S �.,, \ . `a \ / 33.33 "'' L3 4'0MH =. ^' / �, ^,^7 3 C 32 45 �" Lf 2� \ // V !_ , ' G q� n 34.1 , f ? ti r 6, O 5�5 3.00 �3 ' 7\ \ Z m m 1 `_ 4 ce <' � ,r r L6 35 R1134.5 J4��; TC 2. 3 2.2 �TC l s S 3 � \ 31- 33.535. 0 >' = I• R=33.08 H O O "3 3 ,I r, , I ,C -'I 1 11 Jas. R 32.0 L15 a / �N BC 32.1 X B 2.10 .90 `S? �� \ 32 z \ r/ .. (O1 W 34.18 `c,' `d R=29.50 O 35.40 ,r > s r w `'' P /'" s.. .s, `' :8 ,% R-31.60 i 34.10 3� S y; H j P 1 N I ,• r: / _.,.,"- \ ,. 11",(Y „� . Q0 1 0 �� ,3p' , /34. X f S r � ' 1 33.25 q p..f .� ''34.10 � � 5, 4+9s.a5 33 ----- -- _ 4., J cp�11 w ;;. + f. / `....�., 5.10 �, X� 4 F ua \ y 0 g4 3.89 - 1--' "� ` I. F 1 "r rr 4.87 a_ C 3S , I I R=32.50 �' 1 3 �' r ' �I R= 2.50 / " , ;< �1, ', ,. ' ; "' 33.98 o A i, HP x 61 �,\ 1 3 f(` f i �0 `� 3 /� -•,.,,••".. -- .- w z©+a5. 4.31 35 ( 1 ,� D _ ,r �' 34.10 33,54 ,., - `�. //.r'' `` r - , X ® 1 4.30 i ` 34.64 35. / r- I 32. 5. f"" 4 . 3 h-- ----- y f 1 �." - 3.9 �„r33.8 d F 32.3s•,.,.y 34 / a R=34.50 T., c; 33.90 ,0� /�. 338 \ 4132 4+Dq6 \ i .t o r , \ C F 6 7 3 37-' / �\ / 7 �, / , rr co �D 4.50 1 i; �� O �� 35.0 EN i w =` =� 1 F k, "�6` 33.9 0 33 3 1 1 �' � . '�'� 3k 34 C" / N. �I 4 2.99 ,, ` ,�/ 34 k z , , / 3.46x p,c� � CLUBHOUSE ", �p r �`.' �J `�y S / 1 34.70 �: h n ,� \ 34.50 N3 - - - - - --i - - i - - X 3 �� - °� O ,,,.�32. 'x P �' " 0 34.10 390 Q, f t \ rr " - 'y� -1D"v, _ _ _C1 +00 -I-� 33_ �•, X ` 33.79 ? c�h'y� D� io- I- _ � R=29.50 ;` � �°` � ! �3 „� i f r 34.39 ' 70 "' _ 3 6 32 0 R 32.2 z > r� �� > "o`o , -",,a TC 33.43 FFE = 32.45 r ! 1 �� 2 34.10'e / I t ;.E 34 � � ' I I"x5 X2.22 32�F0 - 33_1 4:05 ��' �� >� �� " /\ BC 33.10 � C" 33.90 I� °, N3 t 05 �, X �- 34.70 , 32.83 �j`' 34. J�F ( ) l / � O � ! � (1 ti 33.25 / Z m. 33.09. 32.55 32.73 �`�� -4.2 \ `so f F .\ :.} \/ ,; Z /._- N/T 33.75 3.25 4.00 _ - X G j r r. w 32 / F 6$�y = 33. .1 q 34.33 x 1 �d I 33.38�� ,+ 34.2 X34.15 / , -: z / 32 25 F. a 66 90 11 �+ Q 34. } � t 'y�1 i / G ,i.% d i /r 1 "- N W 34.70 10` 3.18 3338 " RD - ". O� ! Il,v _ ti EN EN w 1 P _. . :4 FE .85 z I: -^ 33.22 r : 32. _ 3 / 3 c" / 1,' / g�y, x 4 I 33.38 "' 3.1 I- 33.22 4. r _ / �� N4 32.25 `. , 2" ® =29.50 33 1 .Co p 33.90, > , d ....�_ . .11 .r , ;�' 'I UNI` ` i co� T_'). M -' L5 N (' 35.00 >•'' R=30. 0 �>% -ti - <' FF f• ( FP O + , t' r N� R 32.14 B 1 '52 / 1 ru��"Lj - e' e o" E I "�, o. 33.22 c�5 Gp ` r. 4 ,5p ry l �u " Ix �. I "f 33.90 GFE I ' w� EN 50 '� o I z I z.." z vV , 3 A• . 34.05 co ,o,. RD' : L ={� 11 iU ,.��?? r f `` �' t �^� '".. ..r 34.1 34• 3 .25 33.38 33.20 `'' 33. E FE , 3 a. _ • 31 . " 1 £ ,I 0 ; E 4.50 I . UNITS 47 41. 8 .;✓r 33.22 UNITS 49e�50 SS 1 G M % -.� .`� `?ul_, ,, 32.15 33.05 11 jI _ I FFE = 34.13 FFE = 33.97 i -' R 31.25 r �` ' N %i `` '_ 4 I GFE = GF = 1 .� I / j ,/ 3i 33.58 E 33.42 ... N N x ",- tif. %o lh "/ 11 S37'13'30 (DEED) RD' " b 05 �, „�- �.- ® s ! !; r,o ` • - "E DEED I oc 34 _', . I, 'a /.` 2. , ` r. , 33 3.02 2 32 " ,, 33.18 ,' y ; ,. I .... ® " R=29.50 P , ':-, ,° '30"E (ACTUAL)) S3704 TUAL _ 1 pa. 5 31. i E 1€ /\ / \ 33.1 33.0 , 1 -�-'. 81 �; `� 31 ,� _ 221.47 �, u. ---., / ,`° 4 q L I I w :. : 1 / w= N ® x.25 i �^a , / 1 2 n0 Fr _ i 0+ ,:, ✓✓ I 3 M1 ce - ". .'ti , ! l / 1 0.50 f !;:'r,, . CRETE PA DECK MAX. R=3o.0 jr j? x �.� �- R-3 �� ' 1 MH 3 ,'. 4 \ F CON VE / i / 31 ® R=32.63 I I 33 c -<" " " I - t:._ y:" ' - _ 32.00 .25 3 .25 '2% SLOPE PITCHRAWAY FROM _11i / F _ , l r'/, )-, 34.00 \ 3 50 2 77.61 - /\ 11 I - /1 k! ii.. p 25 OOL AND CLUBHOUSE - �.. _" \ / 32.87 _ ._, " `�` APPROVED>" T7c• ", / F i , "S -- { > 325 \/1 32 ^x �" ,,;.,r. R N1 A 5. 2 I ? : {C> rq ,; R-29. PLANNING a�� < r , 50 � s M2 11 ' 1 , ' i. ,f� �r 11 R 3 � . ., r rte_, s� " R= 31.25 _ 1, '. I ; I � , /0 M3 ," -.1 ; I � . WN of SoUniOLD __E�= I` ," / 32 ® ,l a 4 31.25 32.50 ' \/ z _r< 31 R=2 0 Q2 ' > } ,r �0 , a - / �� - , ; - D r K1 N r k ,,, i' � R-29 50 .., }i Q ® ® 43 ",: 2 to l"1 32 r f 1 30 =29.50 4 Q5 _ "`. ... " 32195 / \/. -- 33 - ; /_\k a ® 11 / l 'W\ . co I - - - -_ ' : ? K, _ "I' I 1 32 , '(' ( I I ' I D-0-1119 o N, '- 32.94 ? t 11 I \/ co f 35 ll�`' �` r err d++l �\/ �It \ R=29.50 j 11 "` _ .__ _, o � ,� ♦ -35 20 _. ...__ I .34 - ' r ,✓ E ,� � 11.+ y ..r g 35 F g co TC 33.8 ,� N _r `5 '° _ _ :t .{/7f _ z \ r.., -RD p : I 35.5 34 I co TC 33.43 BC 32.80 ^� r'' � !' �� !` 1 �, cb 35.2 `t �' r 31 4 31 FFE = 36.48 34.39 • BC 33.10 ¢t. I �34 31.35 1 ,. r , '� " ° UNIT 102 rr• .-- ,,,- ' ' 34.3 31.3 C0 =+ d FFE = 33.89 " UNIT 101 " 5.201i GFE = 35.93 35.73 1 Co m _ I GFE = 33. 4 33.14 /~ ' UNIT 96 ✓ 5'® 1.55 UNIT 91 co �- c/i FFE 33.89 i I FFE = 36.15 I ® ^�) "-'`' 4• 34.3 FFE = 33.55 _ FFE = 32.70 co iv= -o = UNIT 100 FFE = 36.15 ,z r-�` I ( "` RD 31 75 30 V cn m 325 f r 35.10 GFE = 35,60 ''� .o UNIT 95 ,_. > A14 1 33.14 GFE = 33.34 FFE = 36.15 GFE = 35.60 ( r' I 34.59 '" 20 C25 FFE = 33.55 _ I , r z UNIT 97 `� FFE = 36.48 t', UNIT 93 32.75 R=3 . GFE = 33.30 GFE = 33.30 G - u 1 ` ' R=31.10, 3 x., 33.14 33.14 GFE = 35.60 ',35.4 o UNIT 99 I UNIT 98 GFE = 35.9 , 3 I`' ' : o , FFE 36.15 35.10ter--- -.. 3 UNIT 94 FFE = 35.34 UNIT 92 31.15 F UNIT 9015 UNIT 89 UNIT 88 "' 34.10W = I W `� I 19 Harvest Pointe at _ A2 cB / I o o Bl CB 35. 34,25 FFE = 35.34 GFE = 34.79 ® d I Q8 FFE = 32.70 FFE = 35.25 «- UNIT 87 34.X0 0 ;v N 35.15 o I FFE = 35.25 o a o --�y- ' "- `� § � k `- R=33.24 �" p �„�,, GFE = 35.60 � iR=33.58 �I9 D-1 � C7 CB 1.55 R=30.50 � w `, RD- 33.14 0 '5.40 •� � ' 1111 x :x C4 ce �"" < 31. 5 ® ' A13 35. 0 ( 35.40 5.20 -33.90 35.53 GFE = 34.79 C1 CB C21 24 31. 0 R=31.65 R=29.81 .Rp GFE = 32.15 ,A GFE = 34.70 GFE = 34.70 R=32.40 32.38 I ` + 35.40 35.73 �) R=32.7a 31.55 31 { a ; r" a. t R=32.45 R= 5 C 1.0 o U e <QQ x 3 : r� 5 7 Qt l 31.95 a ^� 32 I 35.4 35.40 N: �s I D' "° -' ;" r ✓ ( ,.,_,..� ^° 32 R=30.50 I 34.50 �. �{{ x - R - 35.40 \ I 35.40 35:73 , �� 34;39 E4.5 3 5 -'.x;, �` 31.95 F'" 34.5 C10 cB oo1 -M C w ® 2.05 A4 35 R=34.50 A' I M6 34.59 o I ® 34'30 i "i A16 h �' 35.40 ! RD -�-- 31.55 ® I 1' 5 I I R=31.6 34 =34.2 _ PM�.5C ,N_ �,, LP =33.90, 5 3 35 8 1 34.59 ^� 34 C2 23 - ' - -- _ ,,,.,;- TC 32.83 32.33 - - < +as �- I Cutchogue NAl '� 34.43 ; 35 833.82 3 3 : 3g -_ _- 8 - R=32.25 R=3 .0 31 30 47 1 , 31 31 31.95 _ I 34.5 York � = 34 8 / N 3 -33.5 C8 60MH r - 5 34.50 0 _.. 'I,, f2 0f t 3 .91 4 ® R ® New ._ ::::. :. `� 1 X - 07 - - - L - - I _ Town I t`Z 8 MH _ - = - - p .�::::.. . _ '' 3 8: ".' ...'.., . .',•. ., . :".. .'. ., . ......,.' '. R 33.50 33. 6 33.49. R Soso R 30.8 > RD of Southold , �� R=31.so � �: I� ...-..... �...".. : ;. .-. .•, r . . 34.80 ;� P 34.85 •" 9 � _ �" 31 33 , L 31.9 HP M 40 .',., 30. ® ., < 7E a- .00 ,34 5 21+x5.48 . Ln _ i X x : '. . ... = 2:25 ..T-..-'...,...: 34, 6 34 ,.�13 0.0 ' _ C5 8'0MH ILP 30 8 31 r5 32 ' 33.46 ( =33. 0 a V ti. R-34.50 34.48 7 !. 85 :i 35.38 ;i C22 No. Revision TC 33.53 O _ 1 X - Date 35.76 A r'• R- 30.80 i PF m- 'J 0 3 - 3�3 0 33.06 - �' 3 - �-' R 31 E N I-- .75 I B �. . C 33.20 _ .25 x - �' � 1. �-f E' � 3 f -3 _P_ -- N � - X Ir I- - M^t ` X 15 REMOVE to • �`._ �_ ,> � -�--. " ,._ �.�..__ � �;_ --- ----` -... S- ..--•-r-- 4-•_..�- - tij 1--' - � `, s3 ,'-_._.-~--•------__. _._...�`�r,,_... 30.45 3 ♦ .'`'♦ 0 E LiGHTS/TURTLE CROSSING 8/30/17 '_ - 42... 0--? 03- II A, ��F S - -+ - _3R - �3.�-- _ 10 �3 ' q - z', 33.03 ,33,63 Av X X33.54 -22 01 ,�P` 1O' ""2 _" " 1+00 11" 20+00 C2 cB . 1 - ? - - -F - `3� _ _ / _ �/ ___,.. - - 1 _ - �J�- 10"4 14 DHS COMMENTS p _ - - - _ _N 8/23/17 AV F �„r 32.9 X ,, rt X5.5 5.22 }' { �;' ,..,. 33.79 3 � 34.30 3.82 18+00 �R=32.70 S. 17+032. � 16+ /,/`f �` 14+ 0 � �� +,, - -��- - -I----4 - -��--1---�-- -- 5 �� x I � 5 133 33.26 33.87 34 I 35 35.84 _ 34 X '34.25 > t X X x ' ` 31.16 31.75 13 -. 1 0 / qq A19 "I � - 34.12 X j'" + � �=31.5Q 13 TOWN/SCDHS REVISIONS R=31.60 z A17 "? - / 34.66 HYD 30 x 3.87="` 7/28/17 AV o vI 11 �J TC 2.83 = 34 R=33.1 RD =33.50 7 35 " 34 33 { 32.49 32.02 31 f Y "}" x34.4 2. - RD -35.0 B3 4'0MH / 27 �� _. _. 1 �, �� ?9BC 32.50 r' RD- `N - t _ 2 C30 --X._...,. 31.49_.. 32.08 12 TOWN REVISIONS 0� �► 4.1 I x,. X R=33.so 7- 105.. 3-= ' , I 34 -� "t C _ - 32.95 N =31.50 2 = �1 C33 - - -R 32 I 6/14 17 AV R=34.0 t 34.20 - 34.80 / e 11 i0 x. .18 Al ce - 35 36.05 I :, _ I =33.5 R=33.2 35.08 --RD=31 5 30. O - 32 = - ® 4 - '� 34.18 - ==RD " -RDS ® 35. ® I 32.95 30 4 0.14 5 r- 31.75 34 3 r.€ 11 SCDH REVISIONS R=33.24 36.05 co 36.05 3 .05 'RD- I / C32 - RO --- ` 32.50 I R=3 .75 „ ,.> r` 35.20 4/22/17 AV 3.9 33.98 : 11 B2 a I 2'S %- RDI--- M 36.05 g = RD R= 33.58 5:0 0 35.08 34.8 C3 MH k 31.110 R=29.50 09 C131. 32.30 33.90 '- /" 34.25 r 35.05 I I a" 2 R=32.32 10 REVISED PHASING PLAN PER TOWN 4/6/17 AV E i \1 34.18 X I 34.85 I 4.8 5.08 R=31.53 0 31.10 -4D- 3 .30 a 32 A6 UNIT 103 ,..Y UNIT 104 :' =b,` UNIT 105 36.05 _ 34,8 UNIT 110 32,75 - o C3 0 31'.10 32.50 S £ I 3`- Designed`' '' FFE - 34.93 O . r7 R=29.50 - s s by Checked by D_ R-31.10 I '...,.' < _ 34.50 .500 ., -. 31.10 I"' = 5.0 35.20 € i..:,, - `® 1 FFE = 34.93 -•, ", GFE = 34.38 / FFE = 36.80 "`UNIT 106 d" UNIT 107 x UNIT 109 -� FFE = 35.83 UNIT 111 , 30.90 ! % C6 32.50 3 _� ` GFE = 34.38 ( i ` "' .' GFE = 36.25 I L"' FFE = 35.83 GFE = 35.28 1 FFE = 33.70 / " "' R=2x.81 <'UNIT 11 fi 32.20x' -`'' UNIT 108 UNIT 112 30.90 .1' UNIT 115 FFE = 33:25< UNIT Date , I FFE = 36.80 FFE = 35.80 I GFE = 35.28 GFE = 33.15 UNIT 1'13 - FFE = 35.95 - / 1 ,-' r 35.08 UNIT 111 o , 30 'QD J I - "�I s GFE = 36.25 GFE = 35.25 I FFE = 35.80 FFE = 33.70 -IT= (- 32.20 FFE - 33.25 z GFE = 32 70 I FFE _ I ;,_ Issued for `-1 4; d R 35.85 ♦ 4' -34.05 _ $"' W G M GFE _ U) 3.98 j, a C° `_" m co FE = 35.25 <, 1 4.88 "FFE = 31.85 UNIT 114 I GFE 35.400';'" Jud 10, 201 a z ® A7-' 3.9 co 32.95 GFE = 33.15 30.25 ''"GFE =, 32.70 y �" 33 5.R5 34.85 AC0 - m i GFE• = _31.30 = 31.85 35.20 _ Al2yx I ., _ i° I. I. FFE - j O _ _ R=32.00 ® -:.° _.,. 35 'RD i` 34.85 34. 8 34 ! 32.7 32 c 171� RD Pr~.,. �, 31.10 GFE = 31.30 co � 2.30 .1. o °° ® A8~ 32 d ' 34 e 3 5.00 _ 1 2 ", /\r • qaa,, _ <. + >: � , ° 34 _ . Q� / < �� , _ " Q.9U ♦ T 309 , ! I I SCTM. 1000-102-01-33.3 _J . w ?) ( 1.. 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UNIT �t*13 U - I I, -1-, -1 I..� "'1� , 11 � ,1, /`' F - __ ,,, I *� I' I a , 1." - - _iz�.11 " _�4 _11 - I -, UNI / . FFE = - -- . 32.75 , I, ,�� r- __ __ -_11_11 1-11111-1-1 I' ll . 1.1.. . .. I I-11-_.I__I............._,._____-_..1----11___.". . ____-1 1 33.45 " 34.00 3.30 � , I N "___ I I ' -- J" �I I I - I 33.75 '' . I FFE == 34 05 '_- _� 1, " IV" I \__._..,/ i � . I � "I I , , 1-11 ; UNIT 22<=�21 x I , ," FIFE = 32.9b 1�_GFE = 33.20 1..... Ut-L == 33 50- " 11, I � ; L-1- -23 - I - ," '.. ;,, �'.. -- , �' - ' 'GFE - 32 40 V, I . .1 : .. - � i \ - Y_1� , 11 " � ..- / - 7- ----I--,- I., � - 11 I Ab FIFE = 34.95 1 - - -, 20<=�19 . 11 11 I ,_'."� , -, ," �_"" L.I-U I OZ.1 ,� 3.30 , - 2. __ , ,- -,.,.--" I I I � %� I i �. -E = 34.40 -- I 1 34.25 ,,,,, : "�, . , I " 32JO -1 S11 4'OMH �ib 4'OMH co . I I F i I , SP " I -", . 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UZ ,� I V,., J 11, 1 5 1 . . \0 "" - ,I 1-e ) I Ii � x t `t? ^ . , =3 DO I 1, , � Q8 ""' ' , FFE = 35.25 ,,,, -'I FFE = 35.25 M I /` 1\ . , , � Nrl"ci w I 11� .e � I - ., I . - - "' GFE = 34.70 .' - Q� \ N�b:)` .- >% \ 01\,�P.1,�p 1, �, , I X I�,*? 1. FFE = 32.70 , ,� ", I I ) r , \ R=30.50 GFE = 32.15 '; 'jVj GFE = 34.70 1 ...-- - -,-,- , . - -6.15 J I I I , ? I �Harvest Pointe at *1 �, ;� "I " R=35.10 36.25 . I& N �< - _,!". 11.1 I I 1 50 �� / . I ,/z '5� I � � / IC � "I I 1 6.3(�- -1 ., A' 11 , , \ I I , 34.5 I I , I . I I '. - " , 31.9 � - 6,�- . / Z, � \ pl� 34�3 I��F __-1 ., . ___1 1. 1, <1� T I I . I "/" & I I . \ 'oe \ � !�, - I I" I ..,;� I I Of :;�� I r - 1 34 1 1-11 S�r 110, .�3 �Iv 1P0 -Q"<- � ; ,I I .. I Cutchogue ," - I -- .��' . ) I .54.0 z I - ' __. ---RD--_ - _ - , I �) I". -111 , "I I I I 7KU - I � - - � I D 35-76 36,P9 I --a , .'.". ... "I I . 11 �, I . I I I'll i ��t - - 1� I '55 , 11 �', \ � Y/ 1-11" . 1. I I ; I - - I I : 607H,�' �_ - 1RD - , , I D4 4'OMH N-1 'I'l 4, 1 " " " 11, , I : Cutchogue, New York 33 , - �_/ J, - 5 � ,',,,,4, r:") I __ I ' ' * ' 4 1 '�-�-11 .5b�06':. 1�-�'.'-,:.-.*��11-.35,�77, � , I I , - �I , , i � IR=30.50 - R=30. . i 3 S4 - R=32.50 . � .� \, . ." .11 - I . 11. I I - 71 32�4'6� [ '� H 3k.P -1 � I , 3. .. 154.1 U 11 - I I I �., ',, I � ,I (. IJ I I I . . 1 " 32 \ - I , ,, ;��111 ; 1- / �I I , I'v) i1i .,... ..,- , - - - - - - -'.. ./-. A\�---.,-. 11 1�.�6 , > --,'... 1, ,i- -" , , '' , , 3533 X.166 1 � I b'a I Town of Southold ... .. .��'. .�I ; " .et ,11 .. ," �� -1 I 5 ... 1. 11,, , .' : �, 14 '. , T1,______......._24,71:p_HP, - ' e) . � 11 1 I \�. � -N�- I , iw� " . , -, vl� __�__� � ___1 1) I 1'1�;" 11. 1_� , �� I x � � - " r-,10-�71.45 /()-- ____-_ . 11 ,-- ,�� I 1-1 ""J / ,P.5.87 ____ 9 I � � _!� 11 365 k, 33.'03 -, ,3S.631 I , - I - (I - RL31.50 A' D" , ,,, I" // - 11- No. Revision Date Appvd. ::5 - "" I - r '\ - ""�, ,�� "I " , , - . 1___� . - - .0 . I z _- __ -I , I-- - . \X� ,/ _J . ; 4 rl;�---j 0, t -, 71--t 1 33.9 : I - - - - - '5\- - ---I - - I - - - - -, - -_ -li- i - - _ - - -%,7-----�,7, " ,�, -, �",-.-,/ l_,�Il�<_ , I ; 15 REMOVE LIGHTS/TURTLE CROSSING 8/30/17 AVL . / I e-,\.l _,_� lu-K- e" : a_ 1 1 � x � _ - - � :5 ' � 0 \ � _�'9�1.50 � 1 1-ruu ,-,,.'--- ,� 10 -5h, ,�-, 141+ � 31' 6 1 _;�'5 '_ '.' I _""No�, 3 87 � I I .� 22 6 . � I - 31. 1 1 1� - I , 11 � -_ f -I e / \ D[A4'OMH � 14 DHS COMMENTS 8/23/17 AVL rl- 'lF A k I , \_�, , 11 I , x 34. ,f -, ', , ;_ 80 \x � , /, 11\1 I 6i A -- I, . __ ��, , 537 - 35.12 1, �35 --) % N , __ I 1 13 TOWN/SCDHS REVISIONS 7/28/17 AVL t') _ _�. "". 31. - ' 32.0 ::�3 34.20 , 34.80 1 ' . -I- i. 0 \Z_11 ,�Izl -- -1 - I ,� - , l� - 15\ � --- 1�754 -- --1 I 0 1� x $�I, �0- ,--, / -...... ; 1). . .� ' " I ,_ I .. 1, ,,, .57. =31.75 32.50 ""; 35 -- 34 /), , / ON .,51. 7 i I - , - " I- o.. ...�, / .20 ' 4� �_' %\1 I � -, I I , 12 TOWN REVISIONS 6/14/17 AVL 7t�j - /_ i - 32.50 1 . � .07_1� 35jr2O 1 1 ♦ ) 1-1/ "'�� 5 ,. r I -,\� '5� ,-, I 81129 11 1, i___ I LIV C I��. 3 , .. .,.I',. I _ 11. H .� ". 1� R=34.5( ', ",,,, , " \ I �I I. .-,.. . , .- _____,___. , _ , ____ _ �i 9.5�O '. �',- "32.1 .'.. . ,35 , 5.80 -_ - ' �-_ , <� .�p , - I I , R=29.50 /, � 11 SCDH REVISIONS 4/22/17 AVL 0 _� 3 .30 '.' " I R=32.32 b I �' I I .��_I _�,, ", \ , . I I _1 N I I Y I/ il 6 Pl , . 11 , i " ,'� � / 0 1 ,,� --, 11 �D- � ?. 3578 51' N' 10 1 32.50 " JF1, I - nm Q� . . I 0 I I I 20 I " �, , '. , "' I � 33. C , 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL I , N-11 .�,�): " ; I• " . . I , I - , . � 1_1 I 0� 1 32.50 1 e, I 1. , _. �, .... -_:51 ,-.-.X,--- \ , ,'1� I \ '? 1/� . I ; 3�: 1 ,,,, I ,_ -, il' - I � I J . �1; - 1.11 �, ; 11 , - I � . I " 11, UNIT I'l 7 ' ,�,. UNIT 118 _ ,�, 3 .10 I I � -1, " I 11 I ,1, 11 i , I I I t Designed by Checked by I N I . I UNIT 116 .-' 32.20x'i / 35.6o T' , '� \ , ; ,, ",, ,� �, 0 - I , 35.60 1 1 Q) 30.90 . I UNIT 115 FFE = 33.25 � IFFE =' 35.Yb- ' IFFE = 35.95 NIT 120 0 : . I , 11 l" DRA V .1 te)I 11 It ,I -0 1, 1\ )i / .1, I r", "I " FFE = 33.25 �, GFE = 32 70 .�"I GFE = 35.40 ,,,, . � . W_ .90 �'l I "I'll I I,� ±34.000 CF � -1 I . Ln I E 32.20 1 1 11 I i I n _1 � �= 35.40,�/�' "I v, UNIT 19 I FFE = .36.55 1) ?'_',�) I �, lk CAPACITY I✓ -11, I I P Issued for Date I - I - , ro - 4 � ,GFE =, 32.70 '- 1� I 11 ! *'-35.20 -I' 11 ,"� I -1 I - - � r) ; -k I " 11 _,� I I -, " BOT. EL. 29.00 L0 . .11 ,--,_,� Q) 1.85 . I I I �', I I FFE = 36.55 ,,, GFE = 36.00 __;--�e I 1:1 I'll HWL EL. 31.00 Ch , , I I I I 11 �30 111111� �1111111111 I 36.09 (", 11, ( - " 2 " , �, (n C/) I ., L 11 5.80 - I I __� - ; July 10, 2015 ,,, 3 1 1 " I I ) I I ! -- - -- 1.30 1 , � I I GFE = ", r I - - - �1� I i 0 1 01 I I ,-.;; - ....... 11 F -51 � - _W. , I � _ ) 11) , - 1 I ,,, ; >� � 34 -00 , i�- 1111J , -�, 1� (Z - ; - - -, . I 0 . r - __ � .1 , ,; 11 'n _0 I . 1, I I ,/ ,,, -I , e k - 4 "r >1 I I ,,� " f _� . , 30.90 1 1 ", , .. 1� 11 - _____�_- - - ., "_ /; V) I I '' , I , 1, ,,,0 " , I.,",I Q) - 31 ; , " I t I t i I a 0111 , Z5.6 ,/ . ____ *, - I , , , / I , � .1 I , , -, , '-,- , I _--r��___�_ - �� I- ��1111111 ' --- , " " ,� --1,-, � - , SCTM: 1000-102-01-33.3 i " �l . � rIll- ��-1-1- -� 0 � 3 - tr) n 115 I F I I" -,,,, I 11 I �,,"'_� 35 ! I 1, . I , '___1 '. -- ill I P1111111 111,I 11111RIN"'Powl� -I"," J,,-,- ......... I 1, - - . - " . 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I OFF�Sslo Q) > Project Number 0 Cn 29305.00 1 SCDHS Reference # C10-06-0013 . \\vhb\proj\Long1sland\29305.00 Heritage Cutchogue\cad\Id\Plonset\4_29305.00_GD.dwg O V .Q s H G , Drainage Area - A Drainage Area - G Drainage Area - M ` Contributing Rainfall Volume Contributing Rainfall Volume Contributing Rainfall Volume Runoff C Area SF Runoff C FT CF Area (SF) Runoff C (FT) (CF) Area (SF) (FT) (CF) ( ) ( ) ( ) 1 t t ' REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION - REQUIRED STORAGE VOLUME CALCULATION - Engineering, Surveying & ` S ■`• F ROOF AREA 19,064 X 1.0 X 2/12 = 3,177 ROOF AREA 0 X 1.0 X 2/12 - 0 ROOF AREA 2,529 X 1.0 X 2/12 421 Landscape Architecture, PC 1 L O - - PAVEMENT AREA 16,466 X 1.0 x 2/12 = 2,744 PAVEMENT AREA 0 X 1.0 x 2/12 = 0 PAVEMENT AREA 6,314 X 1.0 x 2/12 = 1,052 100 Motor Parkway O GRASS PAVERS 3,800 X 0.5 X 2/12 = 317 SIDEWALK AREA 0 X 1.0 X 2/12 = 0 SIDEWALK AREA 1,827 X 1.0 X 2/12 = 305 Suite 135 O ' DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 Hauppauge, NY 11788 R ' SIDEWALK AREA 1,911 X 1.0 X 2/12 _ 318 LANDSCAPED / GRASS AREA 50,592 X 0.3 x 2/12 = 2,530 LANDSCAPED / GRASS AREA 48,195 X 0.3 x 2/12 = 2,410 631.787.3400 man - - - - - - 1 LANDSCAPED GRASS AREA 85,209 X 0.3 X 2/12 4,260 REQUIRED STORAGE VOLUME = 2,530 CF REQUIRED STORAGE VOLUME = 4,188 CF __.Y._.................. .... N I �` REQUIRED STORAGE VOLUME = 10,817 CF PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN TVI ____ _ _ -- --____ _ ______ . _ _ ____- __ _ --___----_.. __ _ --- ------ ----- _ _ --- _. . ..__ ___ __ __ _- -- -- ___ ------_ . ' Q , ....__..._....___.............______-. __............ . . _.. _........................................... _-___........................ _._..._---.._.__..._................. ........ ___.._...................... USE (2) 12 FOOT 0 DRYWELLS WITH 13 FT EFFECTIVE DEPTH ® 100.88 CF/VF USE (3) 12 FOOT 0 DRYWELLS WITH 14 FT EFFECTIVE DEPTH ® 100.88 CF/VF PROVIDED STORAGE VOLUME DESIGN - ........... ............... ----- --.........._ . . _ .......... _ .............................................------- --................................ --........................ . ...- ....... USE 11 12 FOOT 0 DRYWELLS WITH 10 FT EFFECTIVE DEPTH 0 100.88 CF/VF STORAGE VOLUME IN DRYWELLS: 2 x 13 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 2,622 CF STORAGE VOLUME IN DRYWELLS: 3 x 14 FT EFFECTIVE DEPTH x 100.88 CF/VF = f 4,237 CF ( ) ---.........................._...._.--- --___............._....... ----_............................................�-_-.__._...... ...................._ -._ ._.................... ...... ........................_...... ---.._-..................__.......... --- ..... ............. ----.._... .................... - o D STORAGE VOLUME IN DRYWELLS: 11 x 10 FT EFFECTIVE DEPTH x 100.88 CF/VF = f 11,096 CF j C Drainage Area - B Drainage Area - H Drainage Area - N J , j Contributing Rainfall Volume Contributing Rainfall Volume Contributing Rainfall Volume - - - - - - - - - - - - - - - - - - - - -- - - - - - - J- - - - - - - - - - Area (SF) Runoff C (FT) (CF) Area (SF) Runoff C (FT) (CF) Area (SF) Runoff C (FT) (CF) Drainage Area Map REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION ROOF AREA 2,936 X 1.0 X 2/12 = 489 ROOF AREA 0 X 1.0 X 2/12 = 0 ROOF AREA 16,368 X 1.0 X 2/12 = 2,728 PAVEMENT AREA 10,918 X 1.0 X 2/12 = 1,820 PAVEMENT AREA 0 X 1.0 X 2/12 = 0 PAVEMENT AREA 0 X 1.0 X 2/12 = 0 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 SIDEWALK AREA 0 X 1.0 X 2/12 = 0 SIDEWALK AREA 2,716 X 1.0 X 2/12 = 453 SIDEWALK AREA 1,373 X 1.0 X 2/12 229 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 -- ......._. -- ----.......... - - -.. . ............ ........-- LANDSCAPED / GRASS AREA 46,138 X 0.3 X 2/12 = 2,307 LANDSCAPED / GRASS AREA 43,358 X 0.3 X 2/12 = 2,168 LANDSCAPED / GRASS AREA 84,365 X 0.3 X 2/12 = 4,218 REQUIRED STORAGE VOLUME = 4,845 CF REQUIRED STORAGE VOLUME = 2,168 CF REQUIRED STORAGE VOLUME = 7,399 CF --..._._................... _ . - -..........................................._�__ _- ----................... _...--- ---............................. --_. _ ...... 1.1--._....._................ . . - ------ ..._...._._.._......_.....- --- -...._.__....._........ __-__........................................ ........__...- _.._.........._... . ---- ............................._._ . PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN _.......... --.---............... . ...... __ ......._........_...... .___._._... -- Drainage Calculation Summary USE 4 12 FOOT 0 DRYWELLS WITH 12 FT EFFECTIVE DEPTH ® 100.88 CF/VF USE (2) 12 FOOT 0 DRYWELLS WITH 12 FT EFFECTIVE DEPTH ® 100.88 CF/VF USE (5) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH ® 100.88 CF/VF O --_- ..�.......................................... __ .........._T -- _ __..._.....................................------.............................. .......................-- -- _-- ..............._.... .. ............................---- ..........................................-_- ____ __ _ . - Local Drainage Design Criteria STORAGE VOLUME IN DRYWELLS: 4 x 12 FT EFFECTIVE DEPTH x 100.88 CF/VF - t 4,845 CF STORAGE VOLUME IN DRYWELLS: 2 x 12 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 2,421 CF STORAGE VOLUME IN DRYWELLS: 5 x 15 FT EFFECTIVE DEPTH x 100.88 CF = f , - - 1. STORAGE VOLUME BASED ON A 2-INCH RAINFALL. 2. RUNOFF COEFFICIENTS FOR: ROOF AREAS = 1.0 PAVEMENT AREAS = 1.0 Drainage Area - C Drainage Area - I Drainage Area - O SIDEWALK AREAS = 1.0 GRAVEL AREAS = 0.5 Contributing Rainfall Volume Contributing Rainfall Volume Contributing Rainfall Volume DRAINAGE RESERVE AREAS = 1.0 Runoff unoff C Runoff C LANDSCAPED / GRASSED AREAS = 0.3 Area (SF) (FT) (CF) Area (SF) (FT) (CF) Area (SF) (FT) (CF) 3. ADDITIONAL DRYWELLS WERE ADDED TO COLLECT RUNOFF FROM BUILDINGS NOT REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION TRIBUTARY TO A DRA IN ORDER TO RECHARGE RUNOFF FROM THE 100-YEAR _ _ STORM EVENT IN ACCORDANCE WITH NYS DEC STORMWATER REGULATIONS. SEE ROOF AREA 29,330 X 1.0 X 2/12 = 4,888 ROOF AREA 0 X 1.0 X 2/12 - 0 ROOF AREA 3,094 X 1.0 X 2 12 516 SEPARATE SWPPP DOCUMENT FOR FURTHER INFORMATION. IT IS NOTED THAT _ _ _ PAVEMENT AREA 38,438 X 1.0 X 2/12 - 6,406 PAVEMENT AREA 0 X 1.0 X 2/12 0 PAVEMENT AREA 19,706 X 1.0 X 2 12 3,284 THESE ADDITIONAL DRYWELLS ARE IN ADDITION TO THE STORAGE PROVIDED IN EACH SYSTEM RESULTING FROM THE DRAINAGE CALCULATIONS FOUND ON THIS DRAINAGE RESERVE AREA 5,321 X 1.0 X 2/12 = 887 SIDEWALK AREA 0 X 1.0 X 2/12 = 0 SIDEWALK AREA 2,080 X 1.0 X 2/12 = 347 SHEET. SIDEWALK AREA 4,244 X 1.0 X 2/12 = 707 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 DRAINAGE RESERVE AREA 0 X 1.0 X 2/1-2 = 0 -_............. ---- -.............. --............. LANDSCAPED / GRASS AREA 119,581 X 0.3 X 2/12 = 5,979 LANDSCAPED / GRASS AREA 55,891 X 0.3 X 2/12 = 2,795 LANDSCAPED / GRASS AREA 2,823 X 0.3 X 2/12 = 141 REQUIRED STORAGE VOLUME = 18,868 CF REQUIRED STORAGE VOLUME = 2,795 CF REQUIRED STORAGE VOLUME - 4,288 CF ......... - ._..................._......................- ---.........................................--_-.._.._.................................. -- ---- ...........__..._...........__.......-.------............................................-- - ..............._..... ---- ----_.. ...................... _ --- .. .._ _. ... ----... --...... ---- _................. _ ...._ ....... ...... - - PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN __............._----.. ...................._..................... _ _......_..__....._......--- -._ - - -................ .......... ................. --- -... ... .. . __...--------......................._..... -- . .. .......... ----- ......._....__......_.................._---- -__......... USE (16) 12 FOOT 0 DRYWELLS WITH 12 FT EFFECTIVE DEPTH 0 100.88 CF/VF USE (3) 12 FOOT 0 DRYWELLS WITH 10 FT EFFECTIVE DEPTH 0 100.88 CF/VF USE (5) 12 FOOT 0 DRYWELLS WITH 9 FT EFFECTIVE DEPTH ® 100.88 CF/VF - I..........----_-............................ . .. ------ _._ ._ . .. .--................_.............--------..__..................... --- - ...._.. .... -- ..... .....................__..--.-._.._-..................................._.-.. - _ _..........._._--.__.-_......................... ....----- _ .. ..__ . -- _.._.._.. ..........................................__-.-_....................... _ ..... - ..._ STORAGE VOLUME IN DRYWELLS: 16 x 12 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 19,369 CF STORAGE VOLUME IN DRYWELLS: 3 x 10 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 3,026 CF STORAGE VOLUME IN DRYWELLS: 5 x 9 FT EFFECTIVE DEPTH x 100.88 CF/VF f 4,539 CF Drainage Area - D Drainage Area - J Drainage Area - P ContributingRainfall Volume Contributing Rainfall Volume Contributing Rainfall Volume Area (SF) Runoff C (FT) (CF) Area (SF) Runoff C (FT) (CF) Area (SF) Runoff C (FT) (CF) REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION ROOF AREA 17,958 X 1.0 X 2/12 = 2,993 ROOF AREA 0 X 1.0 X 2/12 = 0 ROOF AREA 0 X 1.0 X 2/12 = 0 PAVEMENT AREA 22,383 X 1.0 X 2/12 = 3,731 PAVEMENT AREA 0 X 1.0 X 2/12 = 0 PAVEMENT AREA 0 X 1.0 X 2/12 = 0 SIDEWALK AREA 3,333 X 1.0 X 2/12 = 555 SIDEWALK AREA 0 X 1.0 X 2/12 = 0 SIDEWALK AREA 1,801 X 1.0 X 2/12 = 300 DRAINAGE RESERVE AREA 29,992 X 1.0 X 2/12 = 4,999 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 LANDSCAPED / GRASS AREA 49,894 X 0.3 X 2/12 = 2,495 -- -....... ........................................... - LANDSCAPED / GRASS AREA 119,129 X 0.3 X 2/12 = 5,956 LANDSCAPED / GRASS AREA 72,695 X 0.3 X 2/12 = 3,635 REQUIRED STORAGE VOLUME = 2,795 CF --............................................-..__-_........................ REQUIRED STORAGE VOLUME = 18,234 CF REQUIRED STORAGE VOLUME = 3,635 CF PROVIDED STORAGE VOLUME DESIGN -- - _...__._. --_-.._........._............._.._._. _....- --- -....._...._....._..........__... --........_.......... --..-.......................................------ -- --------.................._.............._.... ......._..._...._.....................- _ ... ........- ----...... -- --......................__................. _......._... --- ..... - -- -- .............................................__ _ _........................................... - -- PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN USE (2) 12 FOOT 0 DRYWELLS WITH 14 FT EFFECTIVE DEPTH 0 100.88 CF/VF --._...__....._._..._.__..__...--- ...................................... _._-.. ....._............_. -- ._ . --------..................................... - - ...... _._........._.._......._..............._.. - -..........................................-_ -.__............_.........................._-__..__._.._ -- _...._.... _- - - ----- ----...._......._................... __-...._..................................... -- STORAGE VOLUME IN DRAINAGE RESERVE AREA "D" = t 34,000 CF USE (3) 12 FOOT 0 DRYWELLS WITH 13 FT EFFECTIVE DEPTH ® 100.88 CF/VF STORAGE VOLUME IN DRYWELLS: 2 x 14 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 2,824 CIF STORAGE VOLUME IN DRYWELLS: 3 x 13 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 3,934 CF Drainage Area - E Drainage Area - Q Contributing e Contributing Rainfall Volume Drainage Area - K Runoff C Rainfall Volum Area (SF) Runoff C (FT) (CF) Area (SF) (FT) (CF) Contributing Rainfall VolumeArea STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION Area (SF) Runoff C (FT) (CF) _ ROOF AREA 0 X 1.0 X 2/12 = 0 ROOF AREA 23,464 X 1.0 X 2/12 - 3,911 REQUIRED STORAGE VOLUME CALCULATION = t PAVEMENT AREA 0 X 1.0 X 2/12 0 APPROVED �� PAVEMENT AREA 20,645 X 1.0 X 2/12 = 3,441 ROOF AREA 2,529 X 1.0 X 2/12 = 421 _ SIDEWALK AREA 4,503 X 1.0 X 2/12 - 750 SIDEWALK AREA 1,519 X 1.0 X 2/12 = 253 PAVEMENT AREA 0 X 1.0 X 2/12 = 0 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 rUNNING POAr.D DRAINAGE RESERVE AREA 29,329 X 1.0 X 2/12 = 4,888 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 - ---...__..-......_............................ LANDSCAPED / GRASS AREA 73,880 X 0.3 X 2/12 = 3,694 LANDSCAPED / GRASS AREA 125,154 X 0.3 X 2/12 = 6,258 SIDEWALK AREA 204 X 1.0 X 2/12 = 34 TOWN OF SOUTHOLD REQUIRED STORAGE VOLUME = 8,355 CF REQUIRED STORAGE VOLUME = 14,840 CF LANDSCAPED / GRASS AREA 36,894 X 0.3 X 2/12 = 1,845 DATE ------------..........._..............................---- .........._......._..._._........_ -- _....._._ PROVIDED STORAGE VOLUME DESIGN I PROVIDED STORAGE VOLUME DESIGN -- ----............................_... REQUIRED STORAGE VOLUME = 2,300 CF .......... ..----. .. .-.----- ..__.........................._._........----.... ..............................---- ....._..__........"...._ ......................_.................- -...._......_._.........-------...... ..... _.__._._.._.....__.................__......_...... _-_..__........................................... USE (6) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH ® 100.88 CF/VF STORAGE VOLUME IN DRAINAGE RESERVE AREA E = t 86,525 CF PROVIDED STORAGE VOLUME DESIGN _ - .-....................................... ............................._..... l ------ -- - ----- _ _ -- STORAGE VOLUME IN DRYWELLS: 6 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 9,079 CF P -- USE (2) 0 DRYWELLS WITH 12 FT EFFECTIVE DEPTH 0 100.88 CF/VF....................... - - --........._.................._.........-------._.........................................._- ---- ...... . .. ---... _._.....................--_..--._..._............._...............----.. __.......................................--._.._..__ _... ------...................................--- _.._.... ----- --......._....... --- STORAGE VOLUME IN DRYWELLS: 2 x 12 FT EFFECTIVE DEPTH x 100.88 CF/VF = f 2,421 CF5�. - -- __----- _------__ _ _____ __ Harvest Pointe at Drainage Area - F Drainage Area - R Contributing Runoff C Rainfall Volume Contributing ff C Rainfall Volume C u tc h o g u e Area (SF) (FT) (CF) Drainage Area - L Area (SF) Runo (FT) (CF) REQUIRED STORAGE VOLUME CALCULATION Contributing ff C Rainfall Volume REQUIRED STORAGE VOLUME CALCULATION Cutchogue, New York ROOF AREA 0 X 1.0 X 2/12 = 0 Area (SF) Runoff (FT) (CF) ROOF AREA 17,958 X 1.0 X 2/12 2,993- Town Of Southold u PAVEMENT AREA 6,723 X 1.0 X 2/12 = 1,121 REQUIRED STORAGE VOLUME CALCULATION X 2 = A vd. PAVEMENT AREA 0 X 1.0 /12 0 No. Revision Date PP SIDEWALK AREA 0 X 1.0 X 2/12 = 0 ROOF AREA 58,167 X 1.0 X 2/12 = 9,694 SIDEWALK AREA 0 X 1.0 X 2/12 = 0 15 REMOVE LIGHTS/TURTLE CROSSING 8/30/17 AVL n DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 PAVEMENT AREA 56,064 X 1.0 X 2/12 = 9,344 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 14 DHS COMMENTS 8/23/17 AVL LANDSCAPED / GRASS AREA 4,980 X 0.3 X 2/12 = 249 SIDEWALK AREA 9,872 X 1.0 X 2/12 = 1,645 - - LANDSCAPED / GRASS AREA 88,495 X 0.3 X 2/12 = 4,425 13 TOWN/SCDHS REVISIONS 7/28/17 AVL REQUIRED STORAGE VOLUME = 1,370 CF DRAINAGE RESERVE AREA 53,826 X 1.0 X 2/12 8,971 _ -------_------__................_........ --------._.......__._..................... _... ---._..........._......__.........__ REQUIRED STORAGE VOLUME - 7,418 CF 12 TOWN REVISIONS 6/14/17 AVL PROVIDED STORAGE VOLUME DESIGN LANDSCAPED / GRASS AREA 29,966 X 0.3 X 2/12 = 1,498 -------............. ---_--_._....................._._. ...--.---_----.._.._.......... .............._ _-._...__...._................_..._.._ _..---.._....................... ...... ...__.- -.. __....._........ o ................. - ---...._._...._...._..............._-.__... - - - _.._......_._.._ -----... ..._..... PROVIDED STORAGE VOLUME DESIGN 11 SCDH REVISIONS 4/22/17 AVL _._......................._....._...........__---- = 31,153 CF .. .............. .......... ........ ............................... FOOT- _.............."............_...........__.__._...___._.._.__TIV N .-._ .. .........................-_-_-_..................."..._................___-___.______............................... --_..____...__... USE (5) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH ® 100.88 CF/VF 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL STORAGE VOLUME IN DRYWELLS: 2 x 7 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 1,412 CF PROVIDED STORAGE VOLUME DESIGN - - -- _____.__.- _.............................. STORAGE VOLUME IN DRYWELLS: 5 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 7 566 CF Resigned by Checked by ..--_.._. . , STORAGE VOLUME IN DR EAINAGE RESERVE AREA "L" = f 89,900 CF "-"- -----....... .._.. .............. ---... __. E Issued for Date July 10, 2015 co Drainage Area - S Contributing Rainfall Volume SUM: 1000-102-01-33.3 Area (SF) Runoff C (FT) (CF) ` I i REQUIRED STORAGE VOLUME CALCULATION ® "` 0 ROOF AREA 145,500 X 1.0 X 2/12 _ 24 � ,250 N m LJ X 2 12 = 12,974 � ._ , )•_ PAVEMENT AREA 77,844 X 1.0 / UJ SIDEWALK AREA 18,639 X 1.0 X 2/12 = 3,107 C �w a DRAINAGE RESERVE AREA 52,954 X 1.0 X 2/12 = 8,826 >L� Ln LANDSCAPED / GRASS AREA 38,260 X 0.3 X 2/12 = 1,913 3 M REQUIRED STORAGE VOLUME = 51,069 CIF --- ..._..__._.._......._.. _...__..._......._...__...__.......---- - -..._._.... ......_......- ---- __.....................__....._.... .................................----..__._.._........................... r\ _ - PROVIDED STORAGE VOLUME DESIGN Drawing Number o -.......... _ ......................................--- .._._.._ ------..............._........................... ---........... _ N STORAGE VOLUME IN DRAINAGE RESERVE AREA "L" = t 111,600 CF /p< NEW Y 0 V 44 O Q) L 3 * 3'm' -0 Cl) E Sheet of 8 28 o 8 11177. SOA O ROI-ESS\o Project Number 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\5_29305.00_UT.dwg O V s ( r ~ 1901.44 DEAD) l (ACT _ ...... _. .... _......_.." _ ` -1904.80' UAL) " I r f t 4 ` s S' fr t f / \ S38'30 50 E (DEED) _". � .,. >. f 0"E-' ACTUAL , 00. CPP 0 0M 78 LF 15' " _._ w , R-27.25 .................... ..... . i 3/ ^ It1 • • I ` {-�•.� \,{`" `\ Engineering, Surveying & X32 32 ""'` ,. \ /. 1 O m o --Z 2 �ti 3 2 \ III a ;` N fi Landscape Architecture, PC r � ?, (.0 � 3, >_ �° _ ,�• m w' � _. __..... .."_._.- _ .. . .. .... ..__ ._. -....."""__-"__...."_._. ......... ,� or Parkway ' •, ., 100 Mot t tTJ y i � � Y �G " - �� X7, q w Suite 135 D 4 _ 41Ra n ltJQ s1 LF �� .��• 3 f 1z J� /,, '9\� t4 x J � � b I I tls6'LF,s ��G o - \ ,, a _a 1F,2• Ei, 2da 3,,, ; ;` L P"asx Hauppauge, NY 11788 -� 273.68' (DEED) C> j �c" 'Y S37'04'40"E 269.77', ACU 631.787.3400 3t w , v ~ W 3 11 1Y W 88 1F It i 33 �,, s - ,". s t 3/ W U a _ R-z♦mw� ,tl .. Cp O N tl O 7 D `' m s^zx a 1r W I. 1 a y r ' • 3 /. 30 ,.wn 3 W DIA .- 29 DIFFUSION•Ell, •• �_ _ 5 FEET DEEP E'I e•1 i , , are o ,, ti .tp .,..r"' ^ a� "'' ROP•1.0% 27 PRIVATE WELL '� R �, __,...,. 34 � y, roti R-3 t3 � ,. � " .. _ ;,kv k 2z u•s a • ' D `I } s46 " • ?s �, R, 0 O {I b so iasz 31 r 1A R-3t a5 3zu zt is,s' M • na•asx y"." t' 20 M i f 1 R ° .CPP 0 3.Sx ��0. / / • • ' 30 3 ar e n v tr is 33 _ D ; e _ " zs s* r- ` s " "r- 'Ra a asx T s tF,s ,. • DRrrau LDCAhn Ao,�T `*. ,. '� J __ _.. • ...., sD LF,e• f i. N3 ) ,. .'.. ...,.. 548 '. <..C. ', 'CPP O 1.0% ., .., ... ;. 'Sx• � .. _ 3 , � G \ `` � ��so ETTECTIYE DEP1H(nP.) 4 R-z7.so \. ,. / �•„_. n: , , / r..- •\ ./' ! ,. E 1 ... ...._ ic(" ` M27.S0• �J7 ., `a." / S ,Y WATER MAIN MMSIDN(BY (' � { ': 2 lF 12• �'. ; P» ,. • 1478.50 '- _�'- ' "....•`- " N _ •� � ,. a cJ \ �/ 33 IF 1s r fr I SCWA); EXACT LOCATION TO BE ° t CPP Oa9L \ r W W ," _'", KS /3 '`<, ._ -. R_ •i '3 32 1PP 2 DEfERMMED IN FIELD r� se 4 E - 7s .' 1. { 1� 100 PRIVATE e r y } e , 20 LF \ 0,0 \ WELL SETBACK m I a R-2a'S0O sB-4 L•J �� . aP• e, N JJ '� t It � � R h m .' 28 \ REET � wGRIPPING.S a e �, J �n � �° rTt ' 102 IF,s I" ?' "3 3, 84, 7" .J' S , 30 zB s, r 1 f 1 \ •JM ON•u mm `I [�6 , -cam 1`•' t Ra O 0.5% 50 IF 18' B8 lF 15• ,/EB LF tS �' �'`� /, J + 3I jL. ,, ® 28 50 ' wFm.r:r(rn) \- Nj ° , CPP a S1% RCP a as1C tta a asx 32 GUli \ / CAIN;TAP 7 B �'- . +J4• Y CPP 15 •-\°17L RCF 01 C OORDIN WATER MAIN;TAP TD BE COORDINATED NTH SCWA � us iF,s• us" ,. _ 33 • e x 6 �� / � � _ tF _ / N N R_78.50 s LF ,. M / \ E •R4 i '`,. o.0 CIt •'U7 ak<� '/J Jo a ° R-3250 •' JS 7 / ` 5 l \ i CIl (.J1 c 1 / � ::..,,,;..•. � Q \ � �J � E JS J J� f 1 3z � � m • i "' � ''b: tJQ � tf 1� 30 e 2�• N O \1 J PRIVATE WELL I / c �� zi 1 e¢524 ea5� � 5 � 31 � w �• N N,�s rnn / �� • J. pp Q Je 1 / - EPI b \ EN EN •� •A:78.50 J� m I 1 ( m\`c 37 t IQ v'/ R_3n.00 ��° „ +e-•+rte ,h' , -35.50 / - 33 '. N33 _ \ (P r CPP•0.5 '3t�•', t�:�. �i,...a, • f JS ,D M , Y la O r -- - • r N� If %� , • 3' r S37'13'30"E (DEED) _ m" ° t ° m v S37-04'30"E ACTUAL 21. m u ".-, ` 1 �- ->a '.� s a,, 400.00 ( ) 32 � e•,. m � N l • N 37 13 30 W „ I ° 32 37 • I J3 ._._._! .. - `� .31 �J r ".� .. 1 •• .. ,. J? •., .. ; 33 3 '' �ti +,. v �A -s \ \ 3�' a`,. R- • 4 `J 3, • • --��30 _2A30 OS / 1 F• 34\ S V IV Notes otes <• 3 3 � ® „z,+~ • 37 32 • • ® • I 3° , r` tI � \ 1. LOT SIZE IS APPROXIMATELY 46.00 ACRES. L0 .0 33 'e,.ox . 33- J J� msD i ;/ '' \T m O \N z LF+s'Ra 7 / 2. TOTAL GROSS FLOOR AREA IS 219,076 SF. ` m 35 „ ,. bh �_.E ( 34 •`� 7 mm 31--�,_ - `,- 34 J ��+b ® 0 3. THE UNITS AREA BE OWNER OCCUPIED. DEVELOPMENT CH O MANAGED BY HOA. r� U�lo� System �O��r \ 35 -• m � 1 111 ►7 � O 4 THE SITE IS LOCATED ON THE NORTHWEST CORNER OF SCHOOL HOUSE LANE AND war �� •j.� • 3 N vv �r.i D y � `- \\ '"'• ' • ' �.." - ' •„ s �' ,i -. �`"s � GRIPPING STREET. 5. APPROXIMATE LOCATION OF PRIVATE WELLS WITHIN 150 FEET OF THE SUBJECT o s Sado PROPERTY HAVE BEEN SHOWN ON THE PLANS. 1 i r x_33 X45 m, _ ,� c ,• 6. GROUND WATER WAS ENCOUNTERED AT VARIOUS DEPTHS - SEE BORING LOGS. FOR MATERIALS THE PURPOSES OF DRAINAGE STRUCTURES GROUNDWATER WAS ASSUMED TO BE EL. < 3.5 • STANDARDS, MATERIALS SELECTION: CAST IRON, DUCTILE IRON AND • 4 • ) • S 8 • 7 T 30. 33 3a \„ -�• 4 • -33 • � 3+ - • �=3aD �� 7. ELEVATIONS ARE BASED ON NAVD 1988•PROVED BY SCDHS FOR USE UP TO 550 GPD PE, A S, AND FIRE HYDRANTS SHALL PVC PI AND ALL FITTINGS, VALVE C27 b ARVE Po NE / M m+5 Ra �t 8. HYDRO-ACTION SYSTEMS HAVE BEEN AP CONFORM TO THE LATEST STANDARDS OF THE AMERICAN WATER E- \ if Is RCP O 1Dx R�31.7 O 1.Ox R - 3S , h a'Pa',o% M v, w ° NSF APPROVAL. - 5 LFtY /- 22 WORKS ASSOCIATION (AWWA). PVC PIPE AND P.E. AND PB SERVICE • � � � � ' "� $ 9. ASSOCIATION IS RESPONSIBLE FOR OWNING THE UNITS AND g � m � THE CONDOMINIUM AS A/I INSTALL THRUST A5 -35 34 baa as W 31 ez4x 30 s s e+s 32 • - s ( ' a ELECTRIC SERVICES. BENDS GREATER R-J1.80 4 _ 1° I 7 -_.... ._ " ._ LINES SHALL BEAR THE APPROVALOF THE NATIONAL SANITATION - - 34 4�+r W _ FOUNDATION FOR POTABLE WATER, AND MEET ASTM STANDARDS. THAN w 5 _ 3 • 1 -' •10x �° - R_ .ls • 3° R:334s �11�� sB-s d 10. THE ELECTRIC SERVICE FOR THE A/I UNITS SHALL NOT BE TAKEN FROM THE ELECTRIC WATER MAIN ` �,,- °� ) °' F S - - PANEL SERVICING THE RESIDENTIAL UNITS. - F t . R-zo.s � � � CAST IRON AND DUCTILE IRON PIPE SHALL BE CEMENT LINED IN o ACCORDANCE WITH AWWA SPECIFICATIONS C-104-74 OR THE LATEST 1 e is ar � REVISION. f J ®+- J �`- ' r Utility Notes USED MATERIALS: WATER MAINS WHICH HAVE BEEN USED f Z 'A7 0 33 Al2 • 35 4'\ 10 lF 18 Ra 21x 31 34 3, p,/ �ptp PROVIDED THEY PREV Y FOR ING LE BE 's R_32 „..,. _. 34 _, 37 30 - 35 35 R-7B.50 N o . ,�` , J2 j 34 , e x ,. - ,,, ~... s - MEET I THE LABO E STANDARDS OAND BHAVE BEEN RESTORED ED -}} ,3.5 30 x.75 C, 1. ALL WATER AND SANITARY DESIGN SUBJECT TO APPROVAL BY SUFFOLK PRACTICALLY TO THEIR ORIGINAL CONDITION. t ?� Joy J • f _ • R_za • WATER AUTHORITY AND 00 .5 • 4 5 s . COUNTY DEPARTMENT OF HEALTH SERVICES AND T R o zs ?B �9 5,., l� s2 033 - , 32 E SAME. �, 3, JJ tel, r" SHALL MEET ALL OF THE REQUIREMENTS OF TH j i W O 34 J2 33 / / JOINTS: PACKING AND JOINTING MATERIALS USED IN THE JOINTS OF M &-3D.oD \.; "" t 2. ALL DRAINAGE PIPE AS FOLLOWS UNLESS OTHERWISE NOTED: PIPE SHALL MEET THE STANDARDS OF THE AWWA AND THE j _ s REVIEWING AUTHORITY. PIPE HAVING MECHANICAL JOINTS OR SLIP-ON �T� p69.1 o,,.,.: \ ' ( - .X,<. ROOF DRAINS HEADERS SHALL BE 8"' CPP WITH A- SLOPE OF 0.5% JOINTS WITH RUBBER GASKETS IS PREFERRED. '/ ROOF LEADERS TO BE 6" CPP _ 2. INSTALLATION OF MAINS ' " ` DRYWELL CONNECTING PIPE SHALL BE 15 CPP WITH A SLOPE OF N36 54 20 W 0� ' , �w . •_. <r' '- _ ,._ _" _". 009. (ACTUAL) ! STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS \ 2009 DEED). V z -- ;'` N 3. ALL SANITARY PIPE AS FOLLOW UNLESS OTHERWISE NOTED. MANUFACTURERS RECOMMENDED CONTRACTOR TO CONNECT TO PRIVATE WELL I OF THE AWWA STANDARDS AND/OR - i I rl INSTALLATION PROCEDURES. E70STING WATER MAIN; TAP TO BE , ." ,., I COORDINATED W1TH SCWA I W I I SANITARY HOUSE CONNECTIONS TO BE 4"" DR-18 WITH MINIMUM SLOPE WATER MAIN EXTENSION(BY 1 : I = f € • of DETER EXACT LOCATION TO BE y ` 1' OF 2/0. • DETERMINED IN PIED BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED , SCWA \ SANITARY PIPING TO BE MINIMUM 6"' DR-18 PVC OR CAST IRON WITH A TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1 FROM BRIDLE LANE 1505 FEET _,,.,_•,_ "' / I -'- MINIMUM SLOPE OF 1%. ( ABOVE THE PIPE TO ADEQUATELY IN THE = TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT U Y SUPPORT AND PROTECT THE PIPE. `-150' PRIVATE WELL 4. WATER PIPING SHALL BE C900 BLUE BRUTE DR-18 PRESSURE PIPING STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH c SETBACK HYDRANT t \ I OR APPROVED EQUAL. WATER MAIN TO BE 10'" WITH 6'" 0 AT EAST SI INCHES BELOW THE BOTTOM OF THE PIPE. CONNECTIONS. WATER SERVICE CONNECTIONS TO BE 1". • COVER: ALL WATER MAINSSHALLBE COVERED TO A MINIMUM DEPTH \ / 100' PRIVATE WE / OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT SETBACK 5. THERE SHALL BE A MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. WATER LINES AND SEWER/DRAINAGE LINES. \ BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE 11E DISTANCE TO HIGHLAND ROAD FROM \ 6. THERE SHALL BE A MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED EMERGENCY ACCESS GATE IS LEACHING POOLS TO ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. APPROXIMATELY 260 FT r--i C'� 7. THERE SHALL BE A MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING 80 0 80 160 SANITARY LINES AND WATER/DRAINAGE LINES. �l rr PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: U V SCALE IN FEET 8• ELECTRIC AND GAS SERVICES TO BE INSTALLED BY PSE&G AND NATIONAL GRID, AND MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE LINES SERVICING THE HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE HORIZONTAL SEPARATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN 9. ALL SANITARY/WATER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST MINIMUM VERTICAL SEPARATION OF 18"" MINIMUM BETWEEN PIPING. (SEE REVISION, ELECTRIC OUT TO Al UNIT (TYP) PROPOSED SEWER SERVICE (TYP) CROSSING TABLES). CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER SEPARATION ARE MET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT Al CONTROL PANEL LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF BLOWER (TYP) PROPOSED VENT LINE AND ;, 10. WATER SERVICE LINES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS ELECTRIC OUT TO Al UNIT BLOWER LINE FOR Al UNIT SEPARATION. REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR (TYP.) PORTION THEREOF. 11. ALL UTILITIES TO BE INSTALLED UNDERGROUND. PROPOSED VENT LINE AND ` 1 SITE BLOWER LINE FOR Al UNIT Al CONTROL PANEL BLOWER I ' 7, • � I I \ �� ;° Habitable Garage Area w '/ Unit Type Unit Numbers Area SF (SF) Total (SF) Harvest Pointe at PROPOSED SEWER SERVICE m cn w - I O MIN R(Y '. ; A 77-124 1,999 486 2,485 C u tc h o g u e \ (A PROPOSED CLEAN OUT -RD_- ;` ;'F`` 1,3,8,10,12,14, - 21,23,26,27,29, 1962 Cutchogue, New York ❑❑ ❑❑ RD -RD � , ;' .: fir. ,tt, I i B REQUIRED GFI OUTLET / ;r`" v =,,r i ```1 . .. !_ 3147,46,50/52,54 1,599 363 Town of Southold .2 -�D- REQUIRED GFI OUTLET r , 46, 9, , PROPOSED CLEAN OUT r 56 58, , 15 REMOVELIGHTS/TURTLECROSSING 8/30/17 AVL PROPOSED CLEAN OUT PROPOSED ROOF DRAIN (TYP) f. ,�' :-` v j ,r ,f.�:.+ � � '`°`,:' . I .�° 59 68, 72, 76 No. Revision Date Appvd. PROPOSED ROOF DRAIN 2,5,6,9,11,13, r� :f 18,20,22,24, 14 DHS COMMENTS 8/23/17 AVL a REQUIRED GFI OUTLET PROPOSED BUILDING j , ;; r 61 25,28,30,32,35,38, 1,599 363 1,962 13 TOWN/SCDHS REVISIONS 7/2s/v AVL O � t , f. f 40,42,44,48,51,53, _ PROPOSED BUILDING 12 TOWN REVISIONS 6/14/17 AVL ! `` °i. _ � d 57,60,62,64,66,70, (° f + .• 73,74,75 11 SCDH REVISIONS 4/22/17 AVL PROPOSED GAS METER N 10 REVISED PHASING PLAN PERTOWN 4/6/17 AVL 4,7,34,37,43,55, B2 1,599 380 1,979 Designed by Checked by I'• F.. 61,63,65,67,69,71 PROPOSED ELECTRIC METER ' PROPOSED AS METER �:- +` `'>fl' '` l A - !` C Date 15,16,17,18 1,999 408 2,407 Issued for July 10, 2015 (n PROPOSED GAS SERVIC (TYP) ,' ; , '= /"F �,, "t� t: m N/A 6,188 N/A 6,188 PROPOSED EL CTRIC METER Community T - e ii t`� ;_ Building 6 � r- �. e I €� -' SCTM: 1000-102-01-33.3 PROPOSED GAS SERVICE -E E- �] RD---- Key Map SCDHS A royal o ° o G ° ° -fRD PROPOSED ELECTRIC SERVICE (TYP) • " ' o `" g o I 5 �D_ Scale. l = 1000 �, � 5' W .-� s ' w -E MIN. ' V) MIN. 5' PROPOSED ELECTRIC SERVICE -RD PROPOSED WATER SERVICE MIN. PROPOSED WATER SERVICE (TYP) Q a 0 �� Drawing Number APD+ PLANNING eoAr-p NE t, L =490 Utuit Service Notes ® ® Sov'r oi® ,`��°i �, TYPICAL TYPE A UNIT BUILDING PLAN y TYPICAL TYPE B/C UNIT BUILDING PLAN ° 1. VENT PIPES SHALL BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND ( � ( � ° TERMINATE A MINIMUM OF 18 INCHES ABOVE GRADE. • Sheet of U) 2. THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF 3 FEET FROM ANY WINDOW OR r T I� .: .' w 9 28 > DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE. LU ° 3. ALL VENT PIPES MUST HAVE A MINIMUM DIAMETER OF 2 INCHES. u 4. ALL GAS AND AND ELECTRIC SERVICE LINES SHALL MAINTAIN 5 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION FROM ALL SANITARY AND WATER LINES AND �! ��o 08611 ��' ~ STRUCTURES. �),�L S S 0 �P� Project Number 5. VENT AND BLOWER LINES ARE SHOWN ON PLANS FOR GRAPHICAL PURPOSES ONLY. +.rr ~---' a LINES TO FOLLOW SAME TRENCH AS ELECTRICAL CABLE. `'`- 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\LongIs1and\29305.00 Heritage Cutchogue\cad\ld\Planset\5-29305.00-UT.dwg E 0 > 17 if S38*30'50"E (DEED) S38'24'20 ACTUAL)AL) Z �J el ......... X l 're e7 FFFfE Engineering, Surveying & -31 Landscape Architecture, PC 9 H1--7-7 R 30. 2 19 10, R=30.0 32Fr =2s 5 100 Motor Parkway LO 10, 2 31 33 Suite 135 33 LA LA 32 Ju 34- Hauppauge, NY 11788 DO 631.787.3400 co cot co r22'� co 20 !3 21 27 2B) 26 §2 24 B B1 C- 00 co 1 1 5 _@ 13 i � 29 B ' 131 000 R BI -\ e B1 - _ IS B 35 32 :z 5B EN 93 LF'12" MI R=32.50 4 P *3 (b33 EN F31 EN EN G B2 EN G EN LF 12" z LU ��PP 0 0.87 RL2CB 31.8 qn IF 19" rp a n W 110"W ---------RCP 0 1.0 yy 1 61 LFA, 2- ...... 400 VY 61.0 2 LF 15" 12" WV Wv WWNV( RCP @ 0.5%?\ VN 0% 22 LF , CPP @ 1.0% .... .... LF 12" CPP @ 1. SYSTEM 0 DW-33 R VARIES r. R=30 5 S19 CB C 31.51 2W1 BOTTOM 18.83 6.65 D, 5tiILIU C8 R=31.80 33 N'- W 22 LF 15 R=31 85 N3 -----B=32.25 CP @ 0. -5? - I "(��21 LF 15 . ....... 31 SITE 33 Cn V/ Rq @ 1.0°/ 2 30 S15 C • =30.75 32 1 Z, 15" N3 CPP @ 13% DRYWELLS LOCATED ADJACENT33 e HAVE 10' TO UNITS TO HA 4 hL2 29.50 EFFECTIVE DEPTH (TYP.) ."W Z: rn 10 2 L =34.50 .01 =29.50 CID 0 0.5% ....... Ll LF 15 F DRA L 189,900 CF 5 L2 CEI CAPACITY BOT. EL. 29.00 O f` HV& EL. 31.00 8 LF 12 LIO 0.75 W R=29.50 L2 1411 R= @ 0. tell _ 34.50 co 4rP 0 A) D- 102 LF 15" e .4 I 4'OMH 50 LF 18" RCP C 0.8% RCP @ 0.5% r _2 34.15 RCP 0 0.5% 7= 66 LF 15' 86 LF 15" CPP @ 5.1% L6 4'OM 134. L4 c R--33.08 148 LF 15 R=32.14 L15 I=27.08 05 L RCP @ I=26.39 R=29.50150 0.67% LF 15" RCP 0.5 R=32.50 33 G \ _ / �, \ m G ® �. f M4.50 N Key Map r n Scale: 1 = 1000' 21 LF 15' CO 3� CLUBHOUSE > K=29.50 \A3 10 n-W "6' -10 d;I 11E EN EN P3 13� co4 I F .12 =2 N4 -30.0 N3 MI=26.86 �31 12 FF IY-__j O00.5 (t 1.25 47 48 1 50 1 NJ B 31 R=29.50 -1 3'30"E (DEED) F4 4'OMH S37 R--30.85 47' 85 S37'04'30"E (ACTUAL) 221. 32 31 M1 CEI K2 -ST 30 50 1 32 R=29.50 32 3 M2 R= 32. M3 Q1 R R=29 0 R=2-.-- .25 Q3 -31 7-7777'77 0 30 4 Q5 K1 3? Li 32 -51 51 33 W APPROVED CY R=29.50 21 LF 15' RCP'@ 1.0% 33 co co r rLANNING COARD 0 - �0 co coco35 N 1 -31 0 $ 1 1 *T co 34 co P 00 35 TOWN On SOUTHOLD 102 z C 101 96 C20 1.1 ! - r DATE I / A 1 95 1 91 100 1 , -( 917 A I R=32 75 =3 99 93 A14 98 9492 Q I 111� 89 R=, r (T 9 8 a An Bl CB =29.81 K='5u.bu :33.58 =28.08 433.90 I R=32.70 32 R=30.5 R=32.40 32 L 16 50 L M5 C: .3 S9 R=� A4C\ 3 A 6�10 01 31 C8 6OMH Harvest Pointe at . 60 -34. 34 2 33.5C R=30. 33 7 1 --1 \1 3:: - 3 Lr 1 4: . . .. . . 5 6'0 A3 M M 230.60 41 Cutchogue R=31.90 IF 1 M7 -f ,�J23 LF 15" RCP @ 1.0% R=31.75 Qp LF =26.69 E 0% M O"W 0e, M M Cutchogue, New York 11�-WAIP 11 CPP 0 1.0% 1 IN -20 LF 15" �;':l M M10" 3)8 LVF 15 P 5)8 IF 1 RQP 0 % ) 2.3% 12" @ 1. @ 2.5% a 1.0 0 .5 LV 12Town of Southold G 9 30 LJ INSTALL THRUST CPP @ 7.4% 18 LF 15" BLOCKS ON ALL 34 -1-35 4 No. Revision Date Appvd. 3 HYD33- IPP @ 1 A19 R7- -7 '--"--24 LF 12" .0% V, BENDS GREATER A17 MH TURTLE CROSSING 8/30/17 AVL THAN 22* IN 4 R=33.1 0 35.50 =35.00 -7 C 15 REMOVE LIGHTS/ TURTLE C32 WATER MAIN 1 1 :33.50 -,R= 14 DHS COMMENTS (TYP) Al ce "B2 -96- 8/23/17 AVL R=33.24 R=31.53 R= 33.58 II=27.74 105 B: 110 117 L 'IV 6116 13 TOWN/SCDHS REVISIONS 7/28/17 AVL A 106 107 109 112 3.2% R=29.81 2 114 115 12 TOWN REVISIONS 6/14/17 AVL J/ A6 (Z - =23.9 .- R=31.10 ® e I 108 I=23.9 113 11 SCDH REVISIONS 4/22/17 AVL 0 JO 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 0 co 0 0 Designed by Checked by V , .0 34 Q) z E- -')� , 35 " RCF CO C 10 LE 18" RCF t�a 0 R=32.0 4 R=32 0 E Cn AIZ 34 3 E 31 1 1 Issued for Date A8 32 90 LF 15" CPP 31 30 ^"@ 2.1%a 16 SS 15 July 10, 2015 ril C/) 30 =29.75 C14 N, M 0 0 ---F=/2-9175 R= 9.75 C13 R=29. 0 C18 R=29.75 B4 L J =29.7 29.75 0 'Jo B5 6 -0 9 R= 3 --Z2- 33 RE� 32 U) 60 9 28 2g 30 RC1=3010 SCTM: 1000-102-01-33.3 33 32 10 34 33 r) R=30.00 A10 -2 ryNM Li X 22 M PROPOSED 8*/SCWA V) C' METER/VAULI AND P-AJ1 A2� 1W C= Ld R: 29 10 10" RPZ/VAULT (SEE CL- ILS FOR DESIGN C3 12 LLJ < INFO) RJL J N36*54'2'0"V4, j Drawing Number k. 0 JR CONTRACTOR TO CONNECT TO ................................... EXISTING WATER MAIN; TAP TO BE 0, C� 90 COORDINATED WITH SCWA 0 L 0 O E C 8* WATER MAIN EXTENSION (BYCJ 40 0 40 80Sheet of U) SCWA); EXACT LOCATION TO BE DETERMINED IN FIELD 10 28 LJ U) SCALE IN FEET I TIE DISTANCE TO CROWN LAND LANE I FROM BRIDLE LANE + 505 FEET 08611,6 4t C, Project Number OJ 3 > all- SCDHS Reference V) 29305.00 SCDHS Reference # CI0-06-0013 \\vhb\proj\Longls1and\29305.00 Heritage Cutchogue\cad\ld\Planset\5-29305.00-UT.dwg 1601.44' (DEED) 0 1904.80' (ACTUAL) > Ln U11 UT% I/�,,��7 g2;; ---------- ------------ % 8 Z__71��_ 0 r 29 ev, CPP @ 0.5% 0 78 LF 15" -31 ....... 'A 32 E6 4'OM R=29.50 E7 4'0MH J -32 P= 6 33 'q 77 co -_7co 00 CP 31 Engineering, Surveying & co C: coo Landscape Architecture, PC 14 16 100 Motor Parkway '�D3 22 20, 19 12 cb 21 B1 M ........ B �1 I SIS 4'OMH Suite 135 17 12 R=31.75 Z: I -, (P 51 LF 15 �I 1 rQ �._ MA��33090C' Ili WIMN C I=25.68I 12 LF 12 CP 0 0 5% 7 9' Hauppauge, NY 11788 EN.11 RCP ® EN EN - IS1 7 4'0MH 12.50 �N I.r63 LF 03 93 LF 12" IJL=�33.V R2 150 LF 15" 631.787.3400 5 53 $1 2fRCP @ .5% PP CPP 0 0.5% S 2. -_8 VOMH 31.75 " �° I I O M 273.68' (DEED) 70 LF 12" 11 LF 12" S37*04'40"E 269.77 )A 61 LF00 0 1=25.64 --J J U) Ln "i Ln Ln HYD E932 , ONE > ;3, W R=24.00 42 0 R 31.5 DRA EO I C LF 15 6' DIA. (NATURAL DEPRESSION > 19 1 U7 7 DIFFUSION WELL, ±86,525 CF 27 5 FEET DEEP CAPACITY BOT. EL. 23.00 28 013 B 1__W R=30.90 CI Nil22 LF HWL EL 29.90 N3 21 LF 15 RCP @ 0.5% R=23. 113 LF 18" E10 C-1i R P @ 1.0% 45 15 S8 4'OMH S15 cB 8 LF 18" _CPP @ 3.5% R=31.30 R=32.08 2% 11=24.83 C. I-25.27 " 1 64 LF RCP ® 0.5% . " ..... . � ,•'" _ 1T NN 0 _DRA S 1 17 ±111,600 CF CAPACITY 50 LF 18" Yit S44 S48R=27.50 BOT. EL 27.00 CPP @ 1.0% FI CP HV& EL. 30.00 C S471,/-0r 'R=27.5 S9 CB /-12" WATER MAIN EXTENSION (BY R-30.56 ti S36 L �=33.8 -,--133 LF 15" i" RCP SCWA); EXACT LOCATION TO BE 8 Lr 12" S144',eMH I=24.50 32 CPP .9% DETERMINED IN FIELD 20 LF 15" C1 S37.*04'40'E, -RCP ta 1 7 CB LA 95.00, X, =30.56 I=24.78 27 ............... 2B �85E3 cB CD A"D t, R5 TA ST 31 0 LOCKS ON A AIN BENDS J4 :liorER M ol CPP 2 LF 15" RF12iso CQNZEACT08-30 CO33 N4�E�� @ 0 5% EXISTING WATER MAIN; TAP TO BE En COORDINATED WITH SCWA Ln 13 50 N� Ln FOR WORK WITHIN THE RIGHTS OF WAY :2 cB co32 � %r_ 01 SEE OFF SITE IMPROVEMENT PLAN FOR 2 300 DETAILS (SEE SHEET C-10). R2 R= 29 �o \ ei \ \ \ ® 19 \ \ I=25.17 CP 17 O"W CIO L I I- I PROPOSED B" SCWA 30 'El METER/VAULT AND R=28.75 10" RPZ/VAULT (SEE A13 N3 DETAILS FOR DESIGN -10 65 10 30 A�l INFO) tJ2 66 1 - M 68 =2 co P3 V Ln =29.50COIXV61 2 rrl D M Co U =35, -33- C 3 -31 P4'0MH R=30.85 \ _ 31 35 24.85 32 N37*13'30"W 400.00' 33 3 A�3 D8 CB E 77R=33.97 I=28.20 -1A 6 31 1 Q3 -30 =29.50 4 Q5 R=32.74 LdI=27.93 32 Go R=29.50" D5 ce4� Z R=32. 31 A 34 01 C C 0. co 3 aN 86 90 I A r85'� D2 h�Q ® 1" °� /e /~ Q8 r8_9 e 00coo > R=30.50 oe \,A Q14 / O~;�ti y9 A (R=35.10 102.32 CB 51 30.7 s K Q9S. 30.810p13 _-35 AH I=23.58 I 33 3 3.4-01, I=23.33 -7a I=27.5 JI I T M wwv__ F 4 F R VE1, LANE 10 15" RCP R1931.50 LF I �OIN X M 1P @ 10 1 LF Rl .3. RCP 011.0% �: 22D4A4'mMH ye Harvest Pointe at 8 LF 15" R=31.50 PP @ 1.0 3733.75 3 ;.75 • Cutchogue 00 YD 7 0 LJ R=29.50 Cutchogue, New York M4.5( Town of Southold R=3 H I=26.45 Li E G 116 118 A y 115 A AU) No. Revision L DRA D Date Appvd. 119 A ±34,000 CF LID A CAPACITY i P 15 REMOVE UGHTS/TURTLE CROSSING 8/30/17 AVL r) BOT. EL. 29.00 L r HV& EL. 31.00 LID V) 14 DHS COMMENTS 8/23/17 AVL co 0 C� 34 ` i 11�1 OLE_J18 RCP r02.17. _ 13 TOWN/SCDHS REVISIONS /28/17 AVL J UJ 12 TOWN REVISIONS 6/14/17 AVL 35 35 0 Zz. �10 N =29.50 11 SCDH REVISIONS 4/22/17 AVL R=29.7 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL Q> E C1 3 90 10 A�l 32 Designed by Checked by R= .33 -E Issued for Date V) ........ ....... July 10, 2015 V) D SCT 1000-102-01-33.3 0 J • 'A M All PJIA• = C: 2009.51 (DEED) (g=D C:).L� wn W (0 CIL 2009.22''(ACTUAL)` < 0 o . ................................................... APPROVED BY 0 rLANNING wmzo Drawing Number C\J TOWN 0*6-* SOUTHOLD 40 0 40 80 a) 0 r) DATE xQ ��6 - V. E I � SCALE IN FEET C9 q, 0 Sheet of s 11 28 Q) Z) 10 08 NPS IR A t I U U P SSIC) > Project Number 29305.00 SCDHS Reference # CI0-06-0013 \\vhb\prof\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\6_29305.00_UT-SCDHS.dwg O V .Q 1 Z i ' U U r ' a SAN LP D-3 7 uF \ \�. R=32.00 27.00 1 N0 SAN LP B-Ito vF " 100 AND 150 PRIVATE WELL _ , . R=31.50 10'0 \ SETBACKS (TYP) SAN LP B-8 1ovF ' ' - f _ R=31.00 10'0 SAN LP D-4 7. ,0 I=27.10 _ IN) f 38'30'50"E DEED) H.A. B 10 R=31.25 too SYSTEM D-3 SYS7 I=27.00 _ IN 1=27.50 IN H.A. D-3 t S ( 1. r ) _ = R=32.0° SAN L 1-33.00 ,,.., F ' f r ; - - S38'24'20"E (ACTUAL) _ - R=32.0- 1-27.25 I=26.98 IN �`" �• I27.17 OIN € I 27.2 3 \ 1=2660 0 r SYSTEM D-4 I `'. SSYSTEM- 0VF = - 7 E eerl UrV g 9 1 R 33.0 9 33.0 A. 4 SYSTEM SAN. MH RA32.29B 10'0 I=27.00 IN I=27.80 IN H.A. B- B-7,", ngin ng, Surveying _.,. SAN. MH - = Hf f '' � -• R=33.80 I=26.92 0 - R=33.00 R=31.25 I=26.50 IN I=27.72 0 , f' .-rlrr!f r f r f!f r r„w"r =29.40 1=27.89 IN SAN. MH _ r;f„rr' 3 i. �. -27.45 IN Landscape Architecture, PC f' \ I=27.79 0 R=31.50 I=28.00 rfF rf✓ z � r 27.37 Jf xilJ iii r' r. rrf,rfr r 1 rfJf/l.rF fr%Jff/fFJFf/f • _ MP rf . rfrr%%;!F rrff'r'Fr✓ -lFFJff.'. 30 '!fF!'ff' 100 Motor Parkway j \ r:JFlJ ✓,✓F✓✓F! !r.'::srri'rrrr"Pfrtf ,f rr" ••s,rFlr'F!�'�r.rJFfd: r.`P t'ff r! ,f'ffr'r Er✓FFt �-' /\ F Jf 'rlJ:'r! '1 fJ/ _ f✓!r!F!f`< ,`. �rri,r, ( I i`"' 'Fr. rrFlirr Frlffr •rlea'F,'r' 31 rFrfr`r`f!' SAN. MH / Suite 135 4 f!✓6%,f✓ SYSTEM B-10 �' /� R=33.00 ® '" SAN. MH ( R=33.00 I=27.50 IN SAN. MH �� i 32 SAN. MH R=32.50 F;f SAN LP B-101ovF ®' I=2x.50 R-32.so r R=32.00 10"0 I-27.42 0 R=32.00 J31 \ I=26.50 Hauppauge, NY 11788 F 33 S SAN. MH I=27.50 �� 0 LF =2aso 104 LF I=27.50 IN - � - 2 - a5- � .� �5 � - S _ / \ f I B M. IN = V 32 S `� ,�C�S� ` ® 30 �� \\ 5-103 LF 34 < 35 LF28.2D S' 3 I "+� 631.787.3400 SAN. MH R_32.5° 31 S _ _ " l$ - I i I I° t C0 I Co I - I SAN. MH / _ I ; I •. If R=33.50 / , I-29.00 100 Lr �� )0 I - SAN. INV ® - 1 rn % I=28.63 IN !IQ ( I ( I C, C0 1 0 SAN. INV ® SAN. INV 0 SAN. INV I _ SAN. INV NV I=28.53 0 T �i i w ^� LD - DG. - BLDG. - .90 = / y o f / \ Z•h0 t co I c t SAN. INV ® SAN. INV 0 SAN. INV 0 BLDG. = 30.95 BLDG. = 30.60 SAN. INV 0.60 "I BLDG. = 31.14 (' B B G 3114 L 319 B G 31 I BLDG. 120 �' SAN. INV ® t j SAN. IN - BLDG. = 32.70 BLDG. = 32.70 I BLDG. = 30.95 I 25 24 23 .. B1 21 I ._ B1 .1 1" G 0� co*A� OL�G BLDG. = 31.60 SAN. INV ® '. SAN. INV ® BLDG:'= 32.40 28 27 I 26 I B f \ I BLDG. = 31.60 BLDG. = 32.40 w., 29 ., 61 I B1 I �J ��-- f / I 30 I B1 B \ \ z / ! - N`I AO 3'I 35 SAN. IN ` ... B1 \ r 32. \ B I BLDG. = 31.20 SAN. IN 0 I 32 P31 z m -- - a / r r gLOG 62 I B1 BLDG. = 31.20 I B1 I W I ' I Z _.._ I I EN. ... 'M. rri \ EN" \ �5� 6� ' %34 z EN G 33 I I EN c g EN I zZ EN G I 3 w / � I w G - 7 SYSTEM G S ` U \ ?/ SAN LP / R-32.00 0 \ W ~ - ® `Jam...._ • i - °W W . w I=27.50Wy W" �, • J W'10"W c \ s W Z ® Water/Drainage nage Ing T W Cross R-34.00 3 _ \ a Table -- Ay1 sem- 2 ^� W . """.l.^... -„".,___.„_'__., ...._ Crossing Drainage) Water Separation WV :� �/ W Top8 I b Top Bottom .,....... ..� � - -' vpG � � •..::.,. .... � ::":�� . .. .�ti "" ,_ .3 "'•'' "� ,. � �.,- 1 29.64 25.31 23.57 22.82 1.74 1A 26.75 25.25 28.45 28.25 1.50 �• / I I 5L 33 m D-9' H.A. Z N3 " , _ 2 29.11 27.61 25.87 25.12 1.74 N� ®,mt 3 I=28.20 IN 11 $ ,„„` �' �' 2A 29.75 29.35 27.85 27.10 1.50 �. E- r ti� 31 ao > I c 10 I=28.12 0 26 .2 2 2 7 1 SAN. MH / u� m > II SAN. MH MIN. �/g w p 30 0 9.80 8.30 2 .55 .50 \ w aO O\ / R==3236..000 �z . TYP.) r0 . . . 25.36 1.74 f W c 29 0 4 27.79 26.29 24.55 23.80 1.74 f t w". ® "" N 5 26.82 25.32 23.58 22.83 1.74 > � N3 (: 1 ` ' '" " ®,M SAN LP D-9 X __..... �..<� W 1"W � / 8 -I \ ZII atm r - SYST D 8 R=za o0 1IN _. , 6 25.41 23.91 22.17 21.42 1.74 "W z z "SAN LP1 D-8 7 vF BTM.• ING = 21.00 b� B � m - \ f m E Z o R-33.90 1 0 7 27.92 26.42 24.68 23.93 1.74 `" '• -- ¢J - 18 26.54 25.04 23.30 22.55 1.74 =26.75 IN AN. MH --. _ -32.25 BTM.RING = 2.75 N �� „.. = \ ' _ _ ✓, ®- W =za.so 1 19 26.93 25.43 23.69 22.94 1.74 ±89,900 CF c ` _ �S N r 33 20 26.97 25.47 23.73 22.98 1.74 \ I > (14 CAPACITY �II r BOT. EL. 29.00 = - 21 27.12 25.62 23.88 23.13 1.74 \ - z '` _ �� 22 28 07 26 57 24 83 24 08 174 r• 2 0 w ("W O H WL EL. 31.00 .. .� � R 34.75 I 30.12 0 IN ® �O �tS••9 \ ' 23 28.36 26.86 25.12 24.37 1.74 2 ? co 24.80 1.74 SAN. MH -- W h m , M� ' SAN. MH v`/® n 25 28.17 26.67 24.93 24.18 1.74 Q R=32.90 77 R=33.00 1 28.30 oIN "W I. SAN. MH \ �' R=34.50 r 9 \ �.t1 26 29.31 27.81 26.07 25.32 1.74 i`= / y a✓ cQ t� ^�� ^�° c �Q =3t.SY EM - L 27 28.27 26.77 25.03 24.28 1.74 / `r �► ®� m o H.A. D-7 { �\ / �\ 27A 28.23 26.98 25.48 25.39 1.50 SAN. MH �1 Z 11 ® 5 c by PV O v R=34.50 Q �" �� C: R=32.90 I n � � D . FN � ��' � I=30.7° (tiN � ,- �' •r, / :" 276 27.49 26.24 24.74 24.66 1.50 � � ' 27C 28.03 26.78 25.28 25.17 1.50 f H.A. B-12 at �� 3� ��O 1 SAN. MH 33 / I Fr,G R=33.20 S ®M " ._ _ .... I=27.60 (IN m 2j W 3 /+ ._."J, R=31.90 , ,~r I � SYSTEM B-12 I=28.70 / SAN LP B-1210VF 1 ?.c� , Q ; ,ij, \ i r' -1 -G I=28.30 0 \ R=33.20 10'0 I=27.10 / 100' AND 150' 8 M.RINGS= 17.10 !, ' / "� �+ SAN LP D-7 H.A. B-15 �9 S st PRIVATE WELL R=33.00 ® d �2 O 9�(J , .w- , i� _ .\Q s f �., h� O R=33.50 00 p \. rf �� 5+ MSN• i 1,W _. 'j 0 O I=30.50 IN r p =27.70 IN / SETBACKS (TYP) r• \ { ) .. `i J y�' _ I=27.62 T h S cb L _._.. / ��', � LUBHOUSB » ? . r7 / G.T. CC SYSTEM B-15 u' F s N� " :o 10 W. 4i in z d 3 G 50 ; \ R=33.00 SAN LP B-151oVF {��) X90 E < \ =29.65 I N R=31.5 1 O R=31.75 10'0 i \ , m a 3 3t, ® ® o SAN. MH f t,+` N W. c� � / / , , ®� � _3 r'" . 3 , h r� �Z LP CC 13VF ( I I=29.15 0 T � T �r� \ 1 �' R=34.50 I=28.80 IN i \ .-� - f SAN. INV 0 / / ! c� f W \ O ) I=30.50 B .RI GS= 15.80 = Z � r 'W �. BLDG. EN EN BTM.RINGS= 17.42 � ° 30.45 w 3 A�v SYSTEM C '7 r•'' V r H.A. B-12A f f R=33.00 O G r N� / R=32.00C C. I=27.45 IN f t0 �.. Ts, FH.A. 8-14 - N . , rN3 R=33.00I-29.00 I �,, � - , SAN. MH 31 1 ® / '\ I=28.92 0 .:► S'�- �•rj�,..s.k-,�? r"�}:,'€ - y.. ! ✓ "W � I=28.60 IN '� Y .....J`� �.. ,° ,� \ 7 11 rTl Z �) 05 < I=28.s2 0 T %�- R=32.95 SYSTEM B 12A c� ` SPpG• M STM 14 I �� I=28.95 z EN 1 E I z I z w 51 N \N �2• � �~ I /�. SAN LP B-12A 20 G I � � �T ��, \ 5�� Approval I O r � Q� I %10 48 -f 49 %Ma � � 0 6 SAN LP B-14 VF .� N + � ! T'�� I- Y , a)% •_..SAN. MH R=33.10 10'0-10VF F N /, I \ \Nv 05 \ tiAN 0 10'0 I-27.20 IN f 34 // I 61 1 SPNG 32 / =28.40 I ® t 1 I=26.40 IN 31 BTM.RINGS= 7.20 AN. SAN. INV 0 SAN. _ \'� E M = } - , c = _._.. = 31.18 _ SAN INV 0 31.02 i I 6\ (0 S37'13'30-E (DEED) 33 I BLDG. = 31.18 - R=33. BLDG 31.02 i 1 _ v S H 28.80 IN ,f. ® � ;f,.;' / .. . . I Co W SAN. MH I=28.70 j ;r R= 1 �,.1 r7 - ,..._. SA S3T04'30"E (ACTUAL) 221.47 / \ I R=32.5° • SAN. MH R 32 I t.�-I I � . � I R=33.00 I� ® ( I=28.50 _ -L _.._- r 31 :: 33 1=29.50 ( ) I SAN. MH � i� - "_„"., q.: 1 0 LF 2 . . ✓ H.A. A-3 SYSTEM A-5 / R=32.5° / \ 15 LF YSTE - 32 SYSTEM B-13 H.A. B-13 s, (STEM - A �.: R=30.75 • I-29.00 -_''_ '`r; R-32.85 �.} P �', �> Y � ; \ SAN LP A-5zo VF ,� 32 3 - SAN LP D-5 tovF SAN LP B-13tovF �' = z;' �' Fz "SAN.LP A-3A _2660 IN y c H.A. A-5.1 A. D-5 R=32.0° 100 I 27.20 IN Z_ YSTE -3 26.42 0 T Mp _ R=32.15 R=32.00 10'0 �, ¢ R=32.00 10'0 _ R=30.75 10'0 \ \ I=28.20 IN I=27.95 - IN \ =32.00 I=28.25 IN I=27.00 - IN �Y`-27.12 0 ^� - I=28.12 0 ;,<�pt =28.60 IN �, �. ' t � A°. ._i.: =26.20 IN 31 RA 0.75 A-31000 =28.52 o T BTM.RINGS= 18.25 I=26.20 IN BT .RI ( ► 31 it ® SAN. MH SYSTEM C-3 /,1 � ® B M. I = R=30.90 ,. -SYSTEM,LP C-310, 30i. I=26.90 / ® 1-3 70 �32 H.A. A-3A \ 3 - AN LP A-420 vF i=29.60 H.A.AA-4.2 32 =35.00 , R=33.90 2o'm PROPOSED A/I METER/PANEL j=26.50 A-5.2 s' <<'',, I=30.64 IN �( I=28.50 (IN). LOCATION (TYP) \ SAN. MH ic)? R=3a.00 H.A. C-3 SAN. R=32.8° / I=29.75 IN R=34.50 R=35.00 i/ 33 SAN. I=28.80 60 LF / I=29.67 0 T SAN. MH I=30.14 IN / �� I=31.00 / R=30.90 37 LF N, z -44-C S _ R=34.00 I=30.08 o T _37 LF_ X41 LF_ 30 F LE S_ SAN. MH I=26.60 0-/_S T 40 LF O _ 00 �� LF I=30.00 SAN. MH 28 LF �/ -S_" o � co 35 I \ 4 3 5rx R=34.50 WT_ - H.A. A-4.1 I=29.30 �\ J 31 R=3 P �j I SAN. INV \� I 35 / =30.50 I=28.80 fN 34 5 I SAN. INV ® I=28.72 (o ® BLDG. USAN. INV ® C0 BLDG. = 33.53 SAN. t SAN. INV :t� Co \ 102 = 30.94 BLDG. = 30.94 - co BLDG. = 33.53 SAN. INV Q "^ SAN. INV ® BLDG. = 29.35` - SAN. INV ® " ! "A 4 101 SAN. INV ® _ SAN. INV ® 96 S I ' e BLDG. = 33.20 SAN. 1NV ® I SAN. INV (�+ ISLDG. = 33.20 I ® BLDG. = 32.39 �, BLDG. '- 29.35 BLDG.„" 29.75 SAN.•INV r A 100 I BLDG." = 33.20 I BLDG. = 33.20 ( 97 - A I A ; ''BLDG. = 32.39 I 93 92f I 9q1 ...... 90 BLDG: 29.75 A 99 98 A I I 94 A . \ I A I I Y _ \ I \ - I I ® ® \ 89 w e e r f i A l A I � G391 I W1 3 I I Harvest Pointe at ® - - 5 r L _ __ J - c� M� _ 31 'Clutchoa ue 3 W \C3 7 ; - - ® 3 ® -- J f! C, ® - L -3 ®' W 4 ® 3 33 APPROVED BY , 3 _ �A{y Cutchogue, New York a W b z_ M z rLAK G Ii�✓�{•1mo w c rx c W 4� Z ®M 0"W 3s ` M '-\ z�: rN \ M 10 1K:�� M• _ M o M 1 " Town of Southold 10»W 0" W M 10"W S R 3 3. c T+�1o'��! Q• SOUTM0 .D \ �� M /t W No. Revision Date Appvd. IW -- 15 REMOVE LIGHTS/TURTLE CROSSING 8/30/17 AVL INSTALL THRUST " �� I- = 34 �' _ ` W 34 ' . HYD 33 31 ,` 112-� I i � BLOCKS ON ALL �� `". 33 34 f 3 S l 3 ( - � 3 - - 14 DHS COMMENTS 8/23/17 AVL W T BENDS GREATER THAN 22' IN 334 I , 3 -- 'l s 1 3 34 d- v' 13 TOWN/SCDHS REVISIONS 7/28/17 AVL WATER MAIN (TYP) ♦ / E / I - - 12 TOWN REVISIONS 6/14/17 AVL 104 I J I o o ,,� 1 A :`_ � 10A5 I ,'r 110 I 1A 112 � r7 ' ,' v 116 SCDH REVISIONS 4/22/17 AVL 03 \ o \ 106 107 109 e "` 115 e I SAN. INV ® I'' / ' A A NI. 108 ( r" A I SAN. INV ® I SAN. iI -'e jl�.€� 113 114 I 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL rn 3 . SAN. INV,0 n , \i \ A \ INV 0 SAN. INV BLDG. = 31.9$ I' BLDG. 33.85 \ ( BLDG. = 32.88 G = q A SAN. INV ® !130Designed by Checked by SAN. INV ® SAN. INV ® I SAN. INV ® BLDG. 30.75 SAN. INV 0 BLDG. = SAN. INV ® SAN. INV ® t I ( SAN. INV ® i BLDG. = 30.30 ' ♦ BLDG. = 33.85 S - 2.85 I` ".. B = 32.88 1 , \ BLDG. = 75 SAN.ANV 0 tV 3O \ J = 31.98 ,.._ 0 BLDG. = 32.85 o' c \ ` 1 i. $LDC'i•f= 28'90 - Issued for Date ® No - - ° 0 _ c BLDG. - 28.90 2. Q Z 33 I I 0 34 I L �5 ° cn ® a - - 35 / SAN. MH N o I 47 LF SAN. MHR=!-- 35 /- ♦ \ I I �U�y Z0, 2015 w - - cn 6 34 SAN. MH 34 R 34 oD -- LF - 00 31 T o 32 . 30 LF SAN. MH - _ _ _ " .. _ _ _ = _ = 31 _ - �- - - �- R 35.00 � S I 28.00 _ A. C 5 ��--5 H.A. A 6.1 I-30.0° H.A. C 6 SAN. MH o O / R=32.50 R=341511=31.00 47 LF / R=31.25 R=30.00 40 U �"! 0 1=28.50 I=30.65 IN 33 SAN. MH \ �� R=34.00 _ / 37 LF I=29.50 IN 1=27.65 30 a 1=26.°° j � SCTM• 1000-102-01-33 3 \\ 30.57 0 ® R=33.50 H.A. A-6.2 y Y I=29.42 ° SAN LP 10 dF I=27.57 0 ® ® �j/ \�\��( �-- J • • R=33.75 , R=30.50 100 ® \C\ ? . . i.-. 1 3p �� SYSTEM -5 1 I =29.50 IN SYSTEM A-6 I=27.00 IN) ® ( I 26 28 2g ® t SAN LP C-510 VF _� 33 =29.42 o SAN LP A-620 Vr TM.RINGS= 1 .0 30 '11 R=33.50 10'0 EXPANSION POOL R=33.50 0'0 o ou ° :`. ` I=30.00 IN (TYPICAL) `� =zs.00 I 3 32 31 ,' o 0 0 a \ i)�J Ali) SAN LP t TM.RINGS= 20.00 _ MP a� o MP MP H.A. C- F r, o V) SAN LP C-410 VF `. ' .__. . i R-30.00 10'0 I=26.46 in R=32.00 10'0 W I=27.90 IN PROPOSED 8",SCWA R-26.90 w BTM.RINGS=17.90 I=zs.zs IN / SAN. 0 I=26.37 _ cn --- BTM.RINGS= 15.25 f -' Q NN METER/VAULT AND E N RPZNAULT (SEE � `4 10 R=32.15 DETAILS FOR DESIGN R=2660 " PRIVATE WELL SETBACK I=28.15 ININFO) I=25.55 IN r� I=28.07 0 I=25.47 0 / Drawing Number o N36'54'20"W I - r' / ti r _ _ I YI r t 4 4Yr, Lm493 CO E CONTRACTOR TO CONNECT TO �'"s V. f O,A� W _ ' EXISTING WATER MAIN; TAP TO BE COORDINATED WITH SCWA � ti 40 � 40 8� r- �rJ�€' "'' Sheet of I m °' J11� 12 28 SCALE IN FEET cz �G,o 03611$ -° 90F�S S 1 ONP~ � FS Project Number 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Long1sland\29305.00 Heritage Cutchogue\cad\Id\Planset\6_29305.00_UT-SCDHS.dwg SYSTEM A-8 V SAN LP A-8 low a ,Q H.A. A-8.1 R=31.00 10'4 - R=31.50 I=25.50 I=26.30 IN M• _ - H.A. D-6 1901.44 (DEED) r I=26.22 0 i H.A. A-8.2 R=32.75 1 904.80' ACTUAL) rM R=31.50 € I-26.00 IN / ( '~ ' + f SAN. MH (OUT) IN I=25.92 R=31.50 I 26.22 0 '11=27.00 _.. SYSTEM B-6 ~__..._.... ___.,•, _, SYSTEM D-6 SAN LP B-6 to uF SAN. MH SAN. MH SAN LP D-6 7VF R=31.50 R=31.75 R=29.00 10'4 #" SYSTEM B-4 r N E x R=32.00 10'4 ,•",� . �j I=27.20 IN I=27.00 I=27,75 I=25.75 IN H.A. B-4 SAN LP B-4 1ovF 4 _ TM. I - = R=31.60 = SAN. MH I=26.30 IN R 30.25 10'4 W Co. H.A. B-6 - I=26.00 IN _ _...... _ . R=32.50 �Jr MRrrr; R=31.50 I=26.22 0 �Y ray I=27.50 BTM.RINGS= 16.00 I=27.40 IN I=27.32 0 rr_✓Ff rrJ ? J:`,'F✓r' ® rrfrrrJ.. rte,%rrr •`,•` a r. •✓rE ti `,t ? � ..,. a Jr ✓F✓'✓' ... ". `f'r F✓.., :J'rfJFf✓r-✓FFffr✓FF✓.✓`F/✓✓ rF+fJ,+ ; � aF✓rfJ✓.rrlfi.,r Ff✓{f«f ✓Ff a'rf✓,r r /fP , fr da`r.. P �FFrfiff✓ /JffrFfrrfr frrFrF�Jr 30 29 P _ .,, .. SAN. MH R 31.25I=27.25 Fes✓ 1 0 / i Engineering, Surve in & 2 ` 23 LF ' -S 3 3 / - S -c Landscape Architecture, C 32 , >>4 ; ✓ a y e, P LF 'LSAN. MH `i H.A. B-3 0 - 104 LF -- .._.. ..,... I _ R=31.50 100 Motor Parkway .. ,~.,.. 3 S iI �- Z' _ _ _ co • � ••'" `'.- „ R 30.50 `�`• I=25.90 IN •O N 00 CO I . CO 31 .a.. I=26.64 IN rJ I=25.82 0 W I Suite 135 I .. SAN. INV ® SAN. INV ® ✓f, SYSTEM B-3 �- I SAN. INV ® ( . INV ® SAN. INV ®„ �� v �7� ! /` ! t SAN. INV ® /SAN. IN ® BLDG. = 30.00 BLDG. = 30.80 BLDG. = 30.80 BLDG. BLDG, _ ' �F '3 r SAN LP B-310 uF n I lst NY 11788 BLD 30.0 _ I I 31.10 NV BLDG. - 31.20 = 1010' -4 0 1 pp g 90^ I BLDG. = 1.20 I 16 15 14 13__ 1 11 31, f R-31.00 G H a U a U e S I r I=25.50 IN I B 12 B�N-lNV cD 3 RI = r 631.787.3400 81 DG ® �. �p S '� / 61 1 .I .. .20 EBI 0 SAN. INV � .sAN. INV�®, C � --- $Lt3Gy = 30.1 BLDT17 0.10 B. e II �: z z �0 c. ? 61 18 . _.3Q•40B N 3p®4 ! € S3g `' SAN. MH m ! I I _.. 9 = 1 _. w '` e R 33.00 z EN EN z By D N s- I / H.A. D-2A EN E e<O /N / R=33.00 I=27.75 IN ! ,•" _ f =27.67 0 I EN / 8 a ao a qN \y I 273.68' (DEED) t � m W W 77')ACT4Q t .. t _. . a <., . ,)NI � -_ -- II I r00 , _ Ln , CA h ` .. W ® - W SYSTEM D-2A ...., „wy DRA E C m ' - SAN LP D-2A o _. ► _ SS -1\ R=31.70 10'4 (NATURAL O 0 R}AL DEPRESSION) D r 4 S9 I=26.50 H.A. D-2 CAPACITY FS .. ) N I N) 27 = / OC��`® I=28.70 IN HWL EL 29.90 `�' - D- i-, ry I=28.62 d l N3 ,� A3 YSTE M D 1 17.50 � � I=26.75 IN) RO o r" � SAN. MH `• cv t 2 Oov � OS92 29.00 •�,�_� �O �j , ~ 3 _... 11 M H.A. D ®C � R=31.20 a. ?sem dry SAN LP D-2 7VF� N _ /Os ' 4 1T t �'� ^7 <!-.,... 5`� �3 ` R=32.50 10'4 ® .DRA S 2 h � � ^, .., I=27.08 IN M1� \ G 1111,600 CF r" W ��`� I=28.50 IN SAN. MH r CAPACITY ' '' E ��... .r = ✓R=34.50 _ BOT. EL. 27.00 0109'L.. HWL EL. 30.00 ~ \\ - H.A. D-1 „ , 3 � ,. • .. I ,..,aR=35.00 _.. ~ SAN. MH _ IN `s'I R=31.50 12 TER MAN EXTENSION BY 1=27.50 }' <4(94. �' :�._. , r SCWA); EXACT I LOCATION I TO BE / 32 I DETERMINED IN FIELD p. b a. �? SAN MH // `, `S37'04'40"E. l 95.00' ' r i` M D-1 l 1 cS 3 \ SAN LP 1-1 /VF _ G x `27 ".. �/ Ja� �Q�QC9 % �j (O9'(✓ / ��® >� /�� R=34.00 10'4 \ - __ -_ - - - -- __ __ , 28 r.N >, 'C '- , �' o SYSTEM D-10 ;`�Ol ;. • o `® � � `� F ;'� _ ;; g G 29 �0 ty G ^^� �. ®� SAN LP D-10 7vF f �� i `. \ , e 1 ,"'ry R=30.75 GRIFFINQ 10'4 S B 9 INSTA THRUST _... r H.A. C-1 G * <a? �- ---t•, y OS // R=33.50 ?- BLOCKS ON ALL BENDS 6 G � •, 31 .,_.._._.._.. ,.. __ ...':: URS � Pte.�• TM. IN = ' j / =28.60 IN � �\\2G c�.5` N WATER MAIN (TYP)� \ H.A. D-10 ;j, \�/� 61> "u,� �? CnNTRACTOR'J;1 CO R=31.50 SAN LP C-1 10 vF s G EXISTING WATER MAIN; TAP TO BE 33 ) . COORDINATED WITH SCWA �i R=32.50 10'4 .' `� `�O V � (n `. SAN. MH � 1=26.60 (IN I=26.52 OU I=28.25 IN SAN. MH 3� N I r� 1►! w I=26.90 ® t e.> > _ R=35.00 41 Ute'. Ln FOR WORK WITHIN THE RIGHTS OF WAY �? 3 W 3 32 ,G \\J� yp• ® { .. o SEE OFF SITE IMPROVEMENT PLAN FOR t t _ SYSTEM'C-2 t \� � T 3 N� 1"• SP\00' SAN LP C-210 uF �� 0�� ®��0 \ •� 3R 28 29 DETAILS (SEE SHEET C-10). 0 R=34.50 10'4 10"W 31 B fel S= 18.7 S PROPOSED 8" SCWA ~JO' METER/VAULT AND 10-N3 J 0 \,O G ` 30 '� J N D \ DETAILS FORD DESIGN 1 \ S G \ H.A. C-2 ® 0 9� N3 F G , y PN \ �j0 ® R=29.20 IN C\ \C\� •\ INFO) c / 65 6g2 8\'OG' 30 ^�ti =29.12 0 / S e? 66 z $ SAN. MH �i �0 \ `� Nv s sr L 6 R-33.00 ® / i P 3 @ IN 1 I=26.00 `I O9 \F SAN. MH f. SAN. MH �( N. 67 N �j0 r �/ R=30.00 > R=-- r E D 3j 9Q �flG. CNV ® B2 SAN. INV ® 5 5 BOG. H.A. B-18 =26.00 I=29.50 \ 37 � m 3 G. = 31.0 g 1 R=31.00 j CO x'90 BLD 1 � I=24.90 IN r f' j r 31 SAN. INV ® 05 j s /< ♦ 10 33 ( BLDG. - 31. I i H.A. A-1.1 ;` F � �� g / 5 R=33.00 ✓•W' 1 / ? I 28.90 IN gP OG P < I 28.82 OU 0 ` ,~ . ,,.,. SYSTEM 1 EM R=33.00 SAN LP A-1 20VF .,� �-32 SAN. MHoo �31 I=27.50 IN / 31 R=33.00 R=32.00 10'4 i \ I=27.42 0 SAN. MH I=27.90 --.50 IN / c11jj SYSTEM B-16 R=33.00 STEM B-17 BTM.RINGS= 7.50 r" ®'L,0 �� V i~ 3 SAN LP B-161ovF I=29.00 SAN LP B-17 31 \ SYSTE --18 ~- {' �) �/ bo f �r\� S \ 35 __ __. ._........ _.. f , R-31 so 10 SAN LP B 181ovF A cV 5P�G :` R=31.50 704 - R=30.00A-1.2 . H A A-1 2 I 27 30 " I-27.00 IN f / " 400.00' f \ - M = I=24.62 IN R=32.50 A N3713 30 W S3 BT = I=28.08 ( IN Q' 3 1 y I=28.00 R=31.30 }r MP SYSTEM A=2 `; i=27.60 IN MP r �0 ��\ I=27.52 0 T ' " SAN LP A-2 2ovF r ; R=34.00 10'4 . RA30.90H I=28.50 �1'�0 Water/Drainage Crossing Table Crossing Drainage Water Separation I=26.90 R=33.0-2 2 H.A. A-2.1 RA32.2o H - l gP�G �3 \ ` `, ! 9 9 P I=28.90 IN R=35.00 I=28.50 6 \ Top Bottom Top Bottom �) ) I=28,82 o SAN. MH I=30.45 IN R=35.00 i SAN. MH '" / \ 1=30.37 0 I=31.00 \ � 50 LF, \ 8 29.49 27.99 26.25 25.50 1.74 I=26.50 -60 LF OAF ® O / S STEM C-10 1 29.50 / F - �� ,��,�` \ ( SAN LP 10 VF 9 29.10 27.60 25.86 25.11 1.74 \ R=32.00 10'4 F 00' ---- S• L I � I �S \ X19 ;- /': \� ® g ti � I=28.20 IN � 10 29.59 28.09 26.35 25.60 1.74 � 34 c,POG• ��` \ `?� j G \�J � 1 = 11 29.09 27.59 25.85 25.10 1.74 APPROVED Y D Y BLDG. = 33.80 SAN. IN �\ / 33 ® \ g G 12 28.06 26.56 24.82 24.07 1.74 FLANNiNG it®��i) SAN. INV ® I BLDG. = 33.80 \ i \ • 0 13 27.17 25.67 23.93 23.18 1.74 r SAN. INV CSD t BLDG. = 32.30 I" 86 I f`3` > H.A. C-10 `r TOWN O SQL"OLD �+ ,5 �A R=33.00 14 27.07 25.57 23.83 23.08 1.74 75 I BLDG. = 32.30 87 I A I 85 15 26.87 25.37 23.63 22.88 1.74 e \ / / �ryQ. 1h; I=28.52 OIN w 88 eA 16 26.25 24.75 23.01 22.26 1.74 � l l ti \�A�j`L btk ', 17 26.05 24.55 22.81 22.06 1.74 �y., 28 25.95 24.45 22.71;01 21.96 1.74 28A 25.75 24.25 22.51 21.76 1.74 �- - -" �5 ---35 k`® \ 29 18.22 16.72 14.98 14.23 1.74 L �-3 33 34 �" / F --3 � =� a Harvest Pointe at : ., MWV �5 4ti a W SAN. MH > Cutchogue 1 W M r s G \ r J �1gO I=29.00 w - / \ yPOG• > Cutchogue, New York LU -• Town of Southold W - - - - - � 3 �4, -- 34 H µ w0 No. Revision Date Appvd. I 15 REMOVE LIGHTS/TURTLE CROSSING 8/30/17 AVL 116 I 118 `C- E I \\ �OG R--33.00 H ti.i 3 G 14 DHS COMMENTS 8/23/17 AVL �p I ,117 e I > 'r'•? I i-- _ \ ' I=29.00 } .' t0 13 TOWN/SCDHS REVISIONS 7/28/17 AVL i I 119 120 ( \ �o DRA D M SAN. INV I , SAN. INV ® q O 134,000 CF "' SAN.' INV C� - ' BLDG. = 00 A I � _ � CAPACITY /' � 12 TOWN REVISIONS 6/14/17 AVL ~ BOT. EL. 31.00 11 SCDH REVISIONS 4/22/17 AVL BLDG. = 30 BLDG. = 33.00 / I / SAN. INV ® /� i`u r\ I H.A. C-9 HWL EL 31.00 N [n �`) -' o c -/,% SAN. INV .® BLDG. = 60 I r s, R=32.90 SC S A rOV49 I AJ ssa�aa SYSTEM C-8 ° ` 34 B = 33.60 ' ♦ a I=28.60 IN �." '` I=28.52 0 - 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL _ = 1 - I SAN LP 1D vF I o ✓ / SYSTE C-9 R=31.00 10'4 t \ Designed by Checked by I=26.25 IN -�- _� 35 - . SAN. MH SAN LP C-910 O M 40 = 25 SAN. MH 40 LF SX42 LF R=34.50 R=33.90 to'4 \ R=33.00 H.A. A-7.2 \ 4� =30.00 I=27.95 IN H.A. A-7.1 � \y�) =29.00 R=33,20 \\tF g0 1 R=35.00 / '' .RINGS= 17.95 Issued for Date BTM =28.40 IN \ / I=2860 IN -..._...�" July 10, 2015 U) �- =28.32 O T \ I=28.42 O T EXPANSION PO L \ // :.I ' TYPICAL �L y SCTM: 1000-102-01-33.3 33 --- _� MP / \ t -. I ~ H.A. C-8 M �M I 26.45 (IN \ S STEM A-7 g111, I=26.37 OU 3 90 3 ca • o r ~ \ r, t SAN LP A-720 VF �_` i:' f � \ �• � N o p /' R=33.90 10'4 / \ I , G� ►-c c T .RI 0 w 150' PRIVATE WELL SETBACK M. WELL-SETBACK 100' PRIVATE 2 5 IN SETBACK J \ _ f � w ,l Y f.+ I� ~ c ✓ " i , , l Q ~ _ , , N \ _. - ` 2009.51' (DEED) /I• ....... . _.._.._ .: 2009.22' "(ACTUAL)..._..-. Q t \ I I �+ Drawing Number CD \ I I PRIVATE WELL I I O� `v`��\ I t`pyo 494 E: oi1 W Sheet of I / / 40 0 40 80 m ur 2 a' = 13 28 SCALE IN FEET CoA 086118 150' PRIVATE WELL SETBACK t \ \ I i _~ I AopS IONA £ 3 € i _.._-__ S Project Number Cn 29305.00 SCDHS Reference # C10-06-0013 E \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\6-29305.00-UT-SCDHS.dwg V • n House Connection Chart House Connection Chart House Connection Chart s Sanitary Calculatl0 S 11n1I11 ary House Number Inv. @Bldg. CO Rim EI. CO Inv. EI. Length Slope Inv. @Main House Number Inv. @Bldg. CO Rim EI. CO Inv. EI. Length Slope Inv. @Main House Number Inv. @Bldg. CO Rim EI. CO Inv. EI. Length Slope Inv. @Main Population Density Equivalent Estimate HC 1 33.45 35.45 33.39 24.00 16.96% 29.32 HC 21 31.90 33.90 31.84 22.00 12.91% 29.00 HC 62 31.25 33.25 31.19 26.00 7.27% 29.30 o HC 22 31.90 33.90 31.84 18.50 15.35% 29.00 HC 63 31.90 33.90 31.84 23.00 10.35% 29.46 PROPERTY LOCATED IN GROUNDWATER MANAGEMENT ZONE IV HC 2 33.45 35.45 33.39 20.50 10.10% 31.32 ALLOWABLE DENSITY = 600 GPD / 40,000 SF HC 3 .ng, 32.57 34.57 32.51 29.00 11.00% 29.32 HC 23 31.14 33.14 31.08 21.00 13.71% 28.20 HC 64 31.90 33.90 31.84 21.00 16.19% 28.44 14 33.14 31.08 23.50 12.89% 28.05 22.50 14.67% 28.54 d•. SITE AREA/ GROSS LAND AREA: 2,003,582 SF HC 24 31. HC 65 31.90 33.90 31.84 HC 4 32.57 34.57 32.51 20.00 15.20% 29.47 POPULATION DENSITY EQUIVALENT = 600 GPD/40,000 SF x (.75 * 2,003,582) SF = 22,540.30 GPD HC 5 31.40 33.40 31.34 31.50 6.41% 29.32 HC 25 30.60 32.60 30.54 24.00 11.33% 27.8231 0 HC 66 31.90 33.90 .84 27.50 12.51/0 28.40 (ALLOWABLE) HC 6 31.40 33.40 31.34 28.00 6.68% 29,47 HC 26 30.60 32.60 30.54 21.50 11.95% 27.97 HC 89 29.75 31.75 29.69 23.00 11.57% 27.03 Overall Design Sewage Density/Flow HC 27 30.95 32.95 30.89 18.00 12.61% 28.62 g g HC 7 30.40 32.40 30.34 24.50 15.76% 26.48 HC 28 30.95 32.95 30.89 20.00 12.10% 28.47 HC 90 29.75 31.75 29.69 18.00 15.94% 26.82 PROPOSED STRUCTURE USE: PRC UNIT BETWEEN 600-1600 SF GFA = 150 GPD/UNIT HC 8 30.40 32.40 30.34 30.00 12.40% 26.62 HC 29 32.70 34.70 32.64 30.60 14.93% 28.07 HC 91 29.35 31.35 29.29 17.00 12.76/0 27.12 PRC UNIT BETWEEN 1600-2000 SF GFA = 225 GPD/UNIT HC 9 30.40 32.40 30.34 36.00 10.47% 26.57 HC 30 32.70 34.70 32.64 34.00 13.06% 28.20 HC 92 29.35 31.35 29.29 22.00 8.91% 27.33 DESIGN DENSITY: 52 (2,000 SF CONDO UNITS) ® 225 GPD/UNIT = 11,700 GPD HC 10 30.40 32.40 30.34 26.50 10.83% 27.47 HC 31 32.40 34.40 32.34 34.00 9.85% 28.99 HC 93 32.39 34.39 32.33 21.00 12.33% 29.74 a Engineering, SurVe in & 72 (1,600 SF CONDO UNITS) C� 22 GPD/UNIT = 10,800 GPD HC 11 31.10 33.10 31.04 36.00 7.56% 28.32 HC 32 32.40 34.40 32.34 21.00 22.86% 27.54 HC 94 32.39 34.39 32.33 26.00 10.77% 29.53 Station T Surveying _......... 0 ° AO � _ -- 17 .� TOTAL PROPOSED DENSITY: 22,500 GPD HC 12 31.10 33.10 31.04 38.00 6.76% 28.47 HC 33 31.20 33.20 31.14 29.00 9.72/0 28.32 HC 95 33.53 35.53 33.47 12.50 17.68/0 �F _ a a�, _ yy. Landscape Architecture, P 31.26 Z T `_ z 100 Motor Parkway 22,500.00 GPD < 22,540.30 GPD (ALLOWABLE) o.k. HC 13 30.80 32.80 30.74 29.00 14.55% 26.52 HC 34 31.20 33.20 31.14 30.50 8.75°0% 28.47 HC 96 33.53 35.53 33.47 10.00 20.10% 31.46 J o 0o z z0 0 o rn� € ; z o o aE N HC 35 31.60 33.60 31.54 30.50 7.05/0 29.39 r'' a' ! "" HC 14 30.80 32.80 30.74 26.00 15.27% 26.77 HC 97 33.20 35.20 33.14 14.00 17.57% 30.68 2 M N ?o ___._` __.__.__... . ..............`.. .. c�r"'i N ...__.._... ! o 0 o N ... i w _z. �_...._ II a Suite 135 COMMUNITY CENTER DENSITY: HC 36 31.60 33.60 31.54 28.70 7.94% 29.26 vv z F o 00 0 z °� z � z HC 15 30.00 32.00 29.94 29.00 8.52% 27.47 0 ¢ w z r z II v HC 98 33.20 35.20 33.14 20.00 11.40% 30.86 n II z n z -I o 0 o N = II ° < N N zp Z Hauppauge NY 11788 SHOWERS: 73 OCCUPANTS X 5 GPD = 365 GPD HC 16 30.00 32.00 29.94 26.50 9.51% 27.42 HC 37 32.40 34.40 32.34 25.00 15.88% 28.37 z� o " F N E'? ( v j v N r BAR ROOM 73 OCCUPANTS X 2 5 GPD = 185 GPD HC 99 33.20 35.20 33.14 26.00 10.27% 30.47 z >z N �' N �' �i 00 0D w- z oof II II II w II ° 29.86 < �- c� w < � NN I Jo. -m ( w 11 cn TOTAL = 550 GPD HC 17 30.10 32.10 30.04 44.50 7.69% 26.62 HC 38 32.40 34.40 32.34 22.00 11.270% o II: ..... 631787 3400 HC 39 32.30 34.30 32.24 26.00 14.00% 28.60 HC 100 33.20 35.20 33.14 21.00 13.52/0 30.30 "' ` o II II II [ - z z » o > co � I _ � - - I oz_ = z HC 18 30.10 32.10 30.04 41.70 8.56% 26.47 0 o z z > > I HC 40 32.30 34.30 32.24 22.50 16.93% 28.43 HC 101 30.94 32.94 30.88 14.00 12.71/0 29.10 = _ z z GRADE i z �,A 11 11 HC 19 31.20 33.20 31.14 19.00 24.68% 27.97 ° 0 PO ED ` Sanitary System A HC 41 31.90 33.90 31.84 25.50 9.29% 29.47 HC 102 30.94 32.94 30.88 10.00 15.90/0 29.29 - -- - J €. . ... .... ...... ... ._..._.__...._....... P HC 20 31.20 33.20 31.14 22.00 20.41% 28.17 ° HC 42 31.90 33.90 31.84 23.00 10.74/0 29.37 HC 103 31.98 33.98 31.92 15.50 20.84% 28.69 I EXISTING GRADE_ - -!- - = HC 65 31.90 33.90 31.84 27.50 12.00% 28.54 HC 43 31.98 33.98 31.92 26.50 14.34% 28.12 0 i - - -- -- - (4)- 2,000 SF UNITS HC 104 31.98 33.98 31.92 20.50 14.83/0 28.88 -- :- DESIGN DENSITY: 4 (2,000 SF CONDO UNITS) @ 225 GPD/UNIT = 900 GPD HC 66 31.90 33.90 31.84 15.00 22.93% 28.40 HC 44 31.98 33.98 31.92 26.00 9.69% 29.40 HC 67 31.05 33.05 30.99 24.00 5.92% 29.57 HC 45 32.50 34.50 32.44 26.00 15.27% 28.47 HC 105 33.85 35.85 33.79 17.00 15.00% 31.24 ' j E ° HC 106 33.85 35.85 33.79 12.00 19.42% 31.46 Hydro Action Units HC 68 31.05 33.05 30.99 24.00 6.54% 29.42 HC 46 32.50 34.50 32.44 23.50 2S.83% 26.37 3 _ _ _ _ S ARE APPROVED TO 550 GPD. HC 69 30.09 32.09 30.03 33.00 4.88% 28.42 HC 47 31.18 33.18 31.12 28.60 6.29% 29.32 HC 107 32.85 34.85 32.79 19.00 12.37% 30.44 ! LF I UNITE o HYDRO ACTION 4.85 32.79 14.00 18.36% 30.22 � 40 F I � EWER MAIN LINE ® 2.8% USE TWO (2) HYDRO ACTION UNITS. HC 70 30.09 32.09 30.03 33.50 10.63% 26.47 HC 48 31.18 33.18 31.12 25.50 6.67/0 29.42 HC 108 32.85 C _~ _~ ° 0 6" SEWER MAIN LINE @ 2% 6 ._DR-18 PVC @ 1.1% 6 DR-18 PVC-@.1 8% 6 S 1q° MIN. �pLCA�) Sanitary Leaching Pool Design HC 71 30.09 32.09CU 30.03 21.00 13.62% 27.17 HC 49 31.02 33.02 30.96 23.00 8.74% 28.95 HC 109 32.88 34.88 32.82 16.00 16.25/0 30.22 �, (1% MIN. TYPICAL (1% MIN.) _ _ (1% MIN.) - < HC 72 30.09 32.09 30.03 30.00 9.10% 27.30 HC 50 31.02 33.02 30.96 21.00 10.19% 28.82 ° REQUIRED: 900 GPD / 1.5 GPD/SF = 600 SF HC 110 32.88 34.88 32.82 21.00 11.38/0 30.43 HC 51 32.05 34.05 31.99 37.50 11.15% 27.81 0 [ - § i i HC 111 30.75 32.75 30.69 17.00 14.41% 28.24 PROVIDED: (1) 10 FT DIAMETER x 20' EFFECTIVE DEPTH = 31.4 SF/FT x 20 VF = 628 SF HC 73 29.80 31.80 29.74 29.00 8.24% 27.35 W HC 52 32.05 34.05 31.99 24.00 9.25% HC 74 29.80 31.80 29.74 32.00 7.97% 27.19 29.77 HC 112 30.75 32.75 30.69 12.00 18.67% 28.45 ' E HC 53 33.05 35.05 32.99 19.00 11.53% 30.80 0 -A HC 113 28.90 30.90 28.84 15.00 17.67/° 26.19 Sanita System ff�f1 HC 75 30.33 32.33 30.27 26.00 9.77% 27.73 HC 54 34.05 36.05 33.99 22.00 13.82% 30.95 HC 76 30.33 32.33 30.27 29.00 7.90% 27.98 o HC 114 28.90 30.90 28.84 10.00 24.40% 26.40 HC 55 33.61 35.61 33.55 19.00 12.05/0 31.26 f HC 77 32.05 34.05 31.99 14.00 18.36% 29.42 o HC 115 30.30 32.30 30.24 22.00 14.32% 27.09 1 I HC 56 33.61 35.61 33.55 30.00 7.03/0 31.44 (3)- 1,600 SF UNITS HC 78 32.05 34.05 31.99 19.00 14.68% 29.20 ° HC 57 33.96 35.96 33.90 29.00 10.69/0 30.80 HC 116 30.30 32.30 30.24 26.80 10.97% 27.30 DESIGN DENSITY: 3 (1,600 SF CONDO UNITS) @ 150 GPD/UNIT = 450 GPD HC 79 34.40 36.40 34.34 20.50 28.88% 28.42 HC 58 33.96 35.96 33.90 24.60 11.95% 30.96 CLUBHOUSE 30.45 32.45 30.39 21.00 8.90% 28.52 0 28.20 HC 59 31.00 33.00 30.94 21.50 10.23% 28.74 _ W _ _ -- - HC 80 34.40 36.40 34.34 16.00 38.38/0 Hydro,Action Units HC 81 32.10 34.10 32.04 23.50 9.02% 29.92 HC 60 31.00 33.00 30.94 25.50 8.12% 28.87 20 E I BOTTOM ELEV. 7.95 ! I Y i : i HYDRO ACTION UNITES ARE APPROVED TO 550 GPD. HC 82 32.10 34.10 32.04 19.00 12.21% 29.72 HC 61 31.25 33.25 31.19 19.00 9.11% 29.46 , i ' USE ONE (1) HYDRO ACTION UNITS. HC 83 31.90 33.90 31.84 20.00 15.55% 28.73 E € { t ' Sanitary Leaching Pool Design HC 84 31.90 33.90 31.84 25.00 11.52% 28.96 REQUIRED: 450 GPD / 1.5 GPD/SF = 300 SF HC 85 33.80 35.80 33.74 23.00 9.78% 31.49 PROVIDED: (1) 10 FT DIAMETER x 10' EFFECTIVE DEPTH = 31.4 SF/FT x 10 VF = 314 SF HC 86 33.80 35.80 33.74 18.00 13.67% 31.28 1 5 [ I �,A HC 87 32.30 34.30 32.24 22.00 11.41% 29.73 Salutary System 11c1/ HC 88 32.30 34.30 32.24 26.70 8.65% 29.93 l.� HC 117 33.00 35.00 32.94 18.00 19.83% 29.37 0+00 1+00 2+00 (2)- 2,000 SF UNITS HC 118 33.00 35.00 32.94 25.00 15.16% 29.15 DESIGN DENSITY: 2 (2,000 SF CONDO UNITS) @ 225 GPD/UNIT = 450 GPD HC 119 33.60 35.60 33.54 13.00 32.77% 29.28 Station HC 120 33.60 35.60 33.54 15.00 20.47% 30.47 Typical A Unit System (Ex. Units 117 - 12 Hydro Action Units HC 121 31.90 33.90 31.84 19.00 13.74% 29.23 SCALE Horizontal:)"=20' Vertical:)"=5' HYDRO ACTION UNITES ARE APPROVED TO 550 GPD. HC 122 31.90 33.90 31.84 13.00 18.38% 29.45 NOTE: SEE DETAILS FOR INSTALLATION REQUIREMENTS USE ONE (1) HYDRO ACTION UNITS. HC 123 32.25 34.25 32.19 19.00 15.63% 29.22 Sanitary Leaching Pool Design HC 124 32.25 34.25 32.19 24.00 11.54% 29.42 REQUIRED: 450 GPD / 1.5 GPD/SF = 300 SF PROVIDED: (1) 10 FT DIAMETER x 10' EFFECTIVE DEPTH = 31.4 SF/FT x 10 VF = 314 SF Sanitary System f 1111 t (2)- 1,600 SF UNITS DESIGN DENSITY: 2 (1,600 SF CONDO UNITS) @ 150 GPD/UNIT = 300 GPD StatlOn� Hydro Action Units 40 o z HYDRO ACTION UNITES ARE APPROVED TO 550 GPD. ~ z USE ONE (1) HYDRO ACTION UNITS. _, O ai 27- Sanitary Leaching Pool Design < 11 N ,._o z _z g o od� II II w 11 OC rc�lj N REQUIRED: 300 GPD / 1.5 GPD/SF = 200 SF M> � > co II < ro N N ? II II II PROVIDED: (1) 10 FT DIAMETER x 7' EFFECTIVE DEPTH = 31.4 SF/FT x 7 VF = 219 SF N z Z a z,. ._ II II II _. Q _ -.. = � zz Water Service/ Roof Drainage Crossing Table Water Service/ Roof Drainage Crossing Table Community Center Sanitary System Unit Drainage Water Separation Unit Drainage Water Separation PROPOSED GRA DESIGN DENSITY: 300 GPD Top Bottom Top Bottom Top Bottom Top Bottom NOTE: SYSTEM TO BE DESIGNED FOR 300 GPD FLOW 1 32.45 31.90 30.40 30.29 1.50 52 30.02 29.47 27.97 27.86 1.50 2 32.45 31.90 30.40 30.29 1.50 53 31.25 30.70 29.20 29.09 1.50 0 Hydro Action Units 3 31.57 31.02 29.52 29.41 1.50 54 31.25 30.70 29.20 29.09 1.50 3 HYDRO ACTION UNITES ARE APPROVED TO 550 GPD. 4 31.57 31.02 29.52 29.41 1.50 55 32.20 31.65 30.15 30.04 1.50 m I USE ONE (1) HYDRO ACTION UNITS. _ 5 30.40 29.85 28.35 28.24 1.50 56 32.20 31.65 30.15 30.04 1.50 W 6" SEWER MAIN LINE @ 1% Sanitary Leaching Pool Design 6 30.40 29.85 28.35 28.24 1.50 57 32.80 32.25 30.75 30.64 1.50 0% MIN. TYPICAL) 7 29.40 28.85 27.35 27.24 1.50 58 32.80 32.25 30.75 30.64 1.50 SPO REQUIRED: 550 GPD / 1.5 GPD/SF = 367 SF -'- • -••• G •~~" -- = SF/FT x 12 VF = 376.8 SF 8 29.40 28.85 27.35 27.24 1.50 59 30.00 29.45 27.95 27.84 1.50 / PROVIDED: (1) 10 FT DIAMETER x 12' EFFECTIVE DEPTH 31.4 S / 9 29.40 28.85 27.35 27.24 1.50 60 30.00 29.45 27.95 27.84 1.50 Water Service/ Roof Drainage Crossing Table 10 LF- Grease Trap Design 10 29.40 28.85 27.35 27.24 1.50 61 30.25 29.70 28.20 28.09 1.50 Unit Drainage Water Separation ~ 6" DR-18 PVC @ 1.2% �I PROVIDE CAPACITY FOR 1 DAY FLOW OR 550 GPD. 11 29.50 28.95 27.45 27.34 1.50 62 30.25 29.70 28.20 28.09 1.50 Top Bottom Top Bottom (1% MIN.) OTTOM ELEV. = 18.5 " USE MINIMUM 1,500 GALLON GREASE TRAP (80 W/5' EFFECTIVE DEPTH) 12 29.50 28.95 27.45 27.34 1.50 109 31.88 31.33 29.83 29.72 1.50 pp�`��a 63 30.90 30.35 28.85 28.74 1.50 ri. 13 29.80 29.25 27.75 27.64 1.50 64 30.90 30.35 28.85 28.74 1.50 110 31.88 31.33 29.83 29.72 1.50 �, *�IG ,()r,�?D NOTE: 14 29.80 29.25 27.75 27.64 1.50 111 29.75 29.20 27.70 27.59 1.50 CLUBHOUSE BUILDING IS TO BE USED BY RESIDENTS ONLY.SANITARY CALCULATIONS ARE INDICATED 65 30.35 29.80 28.30 28.19 1.50 FOR DESIGN PURPOSES TO SIZE THE PROPOSED SANITARY SYSTEM AND DOES NOT AFFECT THE 15 29.00 28.45 26.95 26.84 1.50 20 I 66 30.35 29.80 28.30 28.19 1.50 112 29.75 29.20 27.70 27.59 1.50 T��M �'� S�V��? PROPOSED DENSITY. 16 29.00 28.45 26.95 26.84 1.50 67 29.29 28.74 27.24 27.13 1.50 113 27.90 27.35 25.85 25.74 1.50 17 29.10 28.55 27.05 26.94 1.50 68 29.29 28.74 27.24 27.13 1.50 114 27.90 27.35 25.85 25.74 1.50 ��®TE Z� (, 18 29.10 28.55 27.05 26.94 1.50 69 28.30 27.75 26.25 26.14 1.50 115 29.30 28.75 27.25 27.14 1.50 0+00 0+52 19 29.20 28.65 27.15 27.04 1.50 14 1.50 116 29.30 28.75 27.25 27.14 1.50 Station 70 28.30 27.75 26.25 26. 20 29.20 28.65 27.15 27.04 1.50 71 28.10 27.55 26.05 25.94 1.50 117 32.00 31.45 29.95 29.84 1.50 Typical B Unit System (Ex. Units 3-4) 21 30.00 29.45 27.95 27.84 1.50 72 28.10 27.55 26.05 25.94 1.50 118 32.00 31.45 29.95 29.84 1.50 SCALE Horizontal:) =20' Vertical:1"=5' C NOTE: SEE DETAILS FOR INSTALLATION REQUIREMENTS 22 30.00 29.45 27.95 27.84 1.50 73 28.20 27.65 26.15 26.04 1.50 119 32.60 32.05 30.55 30.44 1.50 23 30.14 29.59 28.09 27.98 1.50 74 28.20 27.65 26.15 26.04 1.50 120 30.90 30.35 28.85 28.74 1.50 Harvest Pointe at 24 30.14 29.59 28.09 27.98 1.50 75 28.80 28.25 26.75 26.64 1.50 76 28.80 28.25 26.75 26.64 1.50 121 30.90 30.35 28.85 28.74 1.50 25 29.60 29.05 27.55 27.44 1.50 122 30.90 30.35 28.85 28.74 1.50 u tC O g U e 26 29.60 29.05 27.55 27.44 1.50 77 31.05 30.50 29.00 28.89 1.50 27 29.95 29.40 27.90 27.79 1.50 124 31.25 30.70 29.20 29.09 1.50 78 31.05 30.50 29.00 28.89 1.50 NOTE 7��J Cutchogue, New York 28 29.95 29.40 27.90 27.79 1.50 79 33.40 32.85 31.35 31.24 1.50 1. UNITS 95,97,102-105,&123 DO NOT HAVE WATER SERVICE AND ROOF DRAINAGE SERVICE CROSSINGS Town Of Southold 29 31.70 31.15 29.65 29.54 1.50 80 33.40 32.85 31.35 31.24 1.50 2• ALL WATER SERVICE AND ROOF DRAINAGE CROSSING ARE DESIGNATED BY UNIT NUMBER NOT CROSSING NUMBERS. No. Revision Date Appv . w 30 31.70 31.15 29.65 29.54 1.50 81 31.10 30.55 29.05 28.94 1.50 15 REMOVE LIGHTS/TURTLE CROSSING 8/30/17 AVL U) 31 31.40 30.85 29.35 29.24 1.50 82 31.10 30.55 29.05 28.94 1.50 14 DHS COMMENTS 8/23/17 AVL � 32 31.40 30.85 29.35 29.24 1.50 83 30.90 30.35 28.85 28.74 1.50 13 TOWN/SCDHS REVISIONS 7/28/17 AVL n 33 30.20 29.65 28.15 28.04 1.50 84 30.90 30.35 28.85 28.74 1.50 34 30.20 29.65 28.15 28.04 1.50 85 32.80 32.25 30.75 30.64 1.50 12 TOWN REVISIONS 6/14/17 AVL 35 30.60 30.05 28.55 28.44 1.50 86 32.80 32.25 30.75 30.64 1.50 11 SCDH REVISIONS 4/22/17 AVL 36 30.60 30.05 28.55 28.44 1.50 87 31.30 30.75 29.25 29.14 1.50 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 0 c, 37 31.20 30.65 29.15 29.04 1.50 a; 38 31.20 30.65 29.15 29.04 1.50 88 31.30 30.75 29.25 29.14 1.50 89 28.75 28.20 26.70 26.59 1.50 Designed by Checked Y SCDHS A roval ; 39 31.30 30.75 29.25 29.14 1.50 90 28.10 27.55 26.05 25.94 1.50 ;` 40 31.30 30.75 29.25 29.14 1.50 Issued for ate 91 28.35 27.80 26.30 26.19 1.50 July 10, 2015 0 41 30.90 30.35 28.85 28.74 1.50 92 28.35 27.80 26.30 26.19 1.50 Cn T 42 30.90 30.35 28.85 28.74 1.50 93 31.39 30.84 29.34 29.23 1.50 43 30.98 30.43 28.93 28.82 1.50 94 31.39 30.84 29.34 29.23 1.50 S CT M. 1000-102-01-33.3 44 30.98 30.43 28.93 28.82 1.50 � 96 32.53 31.98 30.48 30.37 1.50 45 31.05 30.50 29.00 28.89 1.50 98 32.20 31.65 30.15 30.04 1.50 . :y • • a� 46 31.05 30.50 29.00 28.89 1.50 99 32.20 31.65 30.15 30.04 1.50 47 30.02 29.47 27.97 27.86 1.50 100 32.20 31.65 30.15 30.04 1.50 � • � Y • °�` w 48 30.02 29.47 27.97 27.86 1.50 2 .94 29.39 27.89 27.78 1.50 � 101 9 U' 49 30.02 29.47 27.97 27.86 1.50 • w 106 32.85 32.30 30.80 30.69 1.50 50 30.02 29.47 27.97 27.86 1.50 107 31.85 31.30 29.80 29.69 1.50 j 51 30.02 29.47 27.97 27.86 1.50 108 31.85 31.30 29.80 29.69 1.50 N Drawing Number cD Lm495 r IPnit ., 'R nn I n W Sheet of �� 14 28 SEP 1 9 2017 0oA90Fc�s=oNP��' V Southold Town Project Number Planning Board 29305.00 0 SCDHS Reference # C10-06-0013 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\6_29305.00_UT-SCDHS.dwg E 0 V Drainage Structure Table Drainage Structure Table Drainage Structure Table ID Structure Type Rim Elev. op of Rings Invert In Invert Out Bot. of Rings Eff. Depth ID Structure Type Rim Elev. Top of Rings Invert In Invert Out Bot. of Rings Eff. Depth ID Structure Type Rim Elev. op of Rings Invert In Invert Out Bot. of Rings Eff. Depth A-1 4'x4'Catch Basin 33.24 N/A 27.74 27.74 N/A N/A 1-1 12'o Drywell with Round Slotted Grate 30.80 26.83 24.00 24.00 16.83 10.00 S-21 24"o Area Drain 31.50 N/A 27.50 27.50 N/A N/A A-2 4'x4' Catch Basin 33.24 N/A 27.54 27.54 N/A N/A 1-2 12'o Drywell with Round Slotted Grate 29.50 26.83 24.00 24.00 16.83 10.00 5-22 12'o Drywell with Round Slotted Grate 32.50 29.83 27.50 23.50 19.83 10.00 ; A-3 4' o Manhole with Solid Cover 31.90 N/A 26.69 26.69 N/A N/A 1-3 12'o Drywell with Round Slotted Grate 29.50 26.83 24.00 24.00 16.83 10.00 S-23 24"o Area Drain 32.15 N/A 27.00 27.00 N/A N/A `E A-4 12'o Drywell with Curb Inlet 31.60 28.93 25.50 25.50 16.93 10.00 S-24 24"o Area Drain 32.25 N/A 27.00 27.00 N/A N/A A-5 12'o Drywell with Curb Inlet 31.60 28.93 25.50 25.50 16.93 10.00 J-1 12'o Drywell with Round Slotted Grate 30.75 27.08 23.75 23.75 14.08 13.00 5-25 12'o Drywell with Round Slotted Grate 31.50 28.83 27.50 N/A 18.83 10.00 A-6 12'o Drywell with Round Slotted Grate 31.10 27.93 25.50 25.50 16.93 10.00 J-2 12'o Drywell with Round Slotted Grate 30.75 27.08 23.75 23.75 14.08 13.00 S-26 24"o Area Drain 31.25 N/A 27.00 27.00 N/A N/A A-7 12'o Drywell with Round Slotted Grate 29.60 26.93 N/A 25.50 16.93 10.00 J-3 12'o Drywell with Round Slotted Grate 30.75 27.08 23.75 23.75 14.08 13.00 S-27 24"o Area Drain 32.00 N/A 26.75 26.75 N/A N/A A-8 12'o Drywell with Round Slotted Grate 29.60 26.93 25.50 25.50 16.93 10.00 5-28 24"o Area Drain 31.75 N/A 27.25 27.25 N/A N/A A-9 12'o Drywell with Round Slotted Grate 29.60 26.93 25.50 25.50 16.93 10.00 K-1 12'o Drywell with Round Slotted Grate 30.50 26.83 24.50 24.50 14.83 12.00 S-29 24"o Area Drain 32.00 N/A 27.25 27.25 N/A N/A Engineering, Surveying & A-10 12'o Drywell with Manhole Cover 30.00 26.93 25.50 25.50 16.93 10.00 K-2 12'o Drywell with Round Slotted Grate 30.50 26.83 24.50 24.50 14.83 12.00 S-30 24"o Area Drain 32.75 N/A 27.25 27.25 N/A N/A Landscape Architecture, PC A-11 12'o Drywell with Manhole Cover 31.10 27.93 25.50 25.50 16.93 10.00 S-31 24"o Area Drain 33.85 N/A 29.00 29.00 N/A N/A 100 Motor Parkway A-12 12'o Drywell with Round Slotted Grate 32.00 28.93 25.50 N/A 16.93 10.00 L-1 4'x4'Catch Basin 32.78 N/A N/A 28.00 N/A N/A S-32 12'o Drywell with Round Slotted Grate 34.90 32.23 27.00 N/A 22.23 10.00 Suite 135 A-13 12'o Drywell with Manhole Cover 31.60 28.93 25.50 N/A 16.93 10.00 L-2 4'x4' Catch Basin 32.78 N/A 27.89 27.89 N/A N/A S-33 12'o Drywell with Round Slotted Grate 33.50 30.83 27.50 N/A 20.83 10.00 NY 11788 Hauppauge, A-14 12'o Drywell with Round Slotted Grate 31.10 27.93 25.50 N/A 16.93 10.00 L-3 4' o Manhole 34.15 N/A 27.38 27.38 N/A N/A S-34 24"o Area Drain 33.80 N/A 27.25 27.25 N/A N/A 5-35 12'o Drywell with Round Slotted Grate 32.00 29.33 26.60. N/A 19.33 10.00 631.787.3400 A-15 12'o Drywell with Round Slotted Grate 31.50 28.83 25.50 N/A 18.83 10.00 L-4 4'x4'Catch Basin 32.14 N/A 26.39 26.39 N/A N/A rye^' A-16 24"o Area Drain 34.20 N/A N/A 27.20 N/A N/A L-5 4'x4' Catch Basin 32.14 N/A 26.86 26.86 N/A N/A S-36 12'o Drywell with Round Slotted Grate 31.50 28.83 26.00 N/A 18.83 10.00 A-17 24"o Area Drain 33.50 N/A N/A N/A N/A N/A L-6 4'o Manhole 33.08 N/A 27.08 27.08 N/A N/A S-37 24"o Area Drain 31.10 N/A 27.25 27.25 N/A N/A A-18 12'o Drywell with Round Slotted Grate 34.50 31.80 25.50 N/A 21.80 10.00 L-7 4'x4'Catch Basin 34.05 N/A 27.41 27.41 N/A N/A S-38 24"o Area Drain 30.75 N/A 26.25 26.25 N/A N/A A-19 24"o Area Drain 33.10 N/A 27.94 27.94 N/A N/A L-8 4'x4' Catch Basin 34.05 N/A 27.52 27.52 N/A N/A S-39 12'o Drywell with Round Slotted Grate 30.75 28.08 26.50 N/A 18.08 10.00 A-20 24"o Area Drain 29.10 N/A N/A 26.25 N/A N/A L-9 4'x4' Catch Basin 31.80 N/A 27.05 27.05 N/A N/A S-40 24" o Area Drain 31.75 N/A 27.25 27.25 N/A N/A L-10 4'x4' Catch Basin 31.80 N/A 26.94 26.94 N/A N/A S-41 24" o Area Drain 32.50 N/A 26.25 26.25 N/A N/A B-1 4'x4' Catch Basin 33.58 N/A N/A 28.08 N/A N/A L-11 4' o Manhole 32.50 N/A 27.10 27.10 N/A N/A S-42 12'o Drywell with Round Slotted Grate 32.50 29.83 25.25 N/A 19.83 10.00 B-2 12'o Diffusion Well with Curb Inlet 33.58 30.08 27.88 N/A 18.08 12.00 L-12 12'o Diffusion Wells with Round Slotted Grate 29.50 26.83 23.83 N/A 16.83 10.00 S-43 24"o Area Drain 32.50 N/A 27.00 27.00 N/A N/A B-3 4'o Round with Slotted Grate 33.50 N/A N/A 28.50 N/A N/A L-13 12'o Diffusion Wells with Round Slotted Grate 29.50 26.83 N/A N/A 16.83 10.00 S-44 24"o Area Drain 32.25 N/A 26.10 25.60 N/A N/A B-4 12'o Drywell with Round Slotted Grate 32.60 28.93 26.63 26.63 16.93 12.00 L-14 12'o Diffusion Wells with Round Slotted Grate 29.50 26.83 N/A N/A 16.83 10.00 S-45 12'o Drywell with Round Slotted Grate 32.75 30.08 27.50 N/A 20.08 10.00 B-5 12'o Drywell with Round Slotted Grate 32.60 28.93 26.63 26.63 16.93 12.00 L-15 12'o Diffusion Wells with Round Slotted Grate 29.50 26.83 23.82 N/A 16.83 10.00 S-46 12'o Diffusion Wellsl with Round Slotted Grate 27.50 24.83 23.89 N/A 16.83 8.00 B-6 12'o Drywell with Round Slotted Grate 32.60 28.93 26.63 26.63 16.93 12.00 L-16 24"o Area Drain 33.50 N/A 28.17 28.17 N/A N/A S-47 12'o Diffusion Wellsl with Round Slotted Grate 27.50 24.83 23.25 N/A 16.83 8.00 B-7 24"o Area Drain 35.00 N/A 29.00 29.00 N/A N/A L-17 24"o Area Drain 32.75 N/A 28.03 28.03 N/A N/A S-48 12'o Diffusion Wellsl with Round Slotted Grate 27.50 24.83 23.89 N/A 16.83 8.00 B-8 24"o Area Drain 33.90 N/A N/A 29.90 N/A N/A L-18 24"o Area Drain 32.25 N/A 26.92 26.92 N/A N/A L-19 12'o Drywell with Round Slotted Grate 33.50 30.83 27.65 N/A 20.83 10.00 L-20 12'o Drywell with Round Slotted Grate 33.00 30.83 27.00 N/A 20.83 10.00 C-1 4'x4' Catch Basin 32.70 N/A N/A 26.50 N/A N/A L-21 12'o Drywell with Round Slotted Grate 33.00 30.83 29.00 N/A 20.83 10.00 C-2 4'x4' Catch Basin 32.70 N/A 26.27 26.27 N/A N/A L-22 12'o Drywell with Round Slotted Grate 32.25 29.58 26.98 N/A 19.58 10.00 C-3 4' o Manhole with Solid Cover 31.53 N/A 25.34 25.34 N/A N/A L-23 12'o Drywell with Round Slotted Grate 34.00 31.33 28.73 N/A 21.33 10.00 C-4 4'x4'Catch Basin 31.65 N/A 25.64 25.64 N/A N/A L-24 24"o Area Drain 33.10 N/A 27.96 27.96 N/A N/A C-5 6' o Manhole with Solid Cover 30.80 N/A 24.78 24.78 N/A N/A L-25 24"o Area Drain 33.50 N/A 28.00 28.00 N/A N/A C-6 4'x4' Flush Catch Basin 29.81 N/A 23.92 23.92 N/A N/A L-25 24"o Area Drain 32.90 N/A 28.06 28.06 N/A N/A C-7 4'x4' Catch Basin 29.81 N/A N/A 24.14 N/A N/A C-8 6'o Manhole with Solid Cover 30.50 N/A 25.58 23.33 N/A N/A M-1 4'x4' Catch Basin 32.63 N/A N/A 26.96 N/A N/A C-9 4'x4' Catch Basin 32.32 N/A 26.45 26.45 N/A N/A M-2 12'o Drywell with Curb Inlet 32.63 28.58 26.75 26.30 13.58 14.00 C-10 4'x4'Catch Basin 32.32 N/A N/A 26.65 N/A N/A M-3 12'o Drywell with Round Slotted Grate 31.25 27.58 26.30 26.30 13.58 14.00 C-11 12'o Drywell with Round Slotted Grate 29.75 26.08 21.00 N/A 14.08 12.00 M-4 12'o Drywell with Round Slotted Grate 31.25 27.58 26.30 N/A 13.58 14.00 C-12 12'o Drywell with Round Slotted Grate 29.75 26.08 21.00 N/A 14.08 12.00 M-5 24"o Area Drain 33.50 N/A 29.50 27.82 N/A N/A C-13 12'o Drywell with Round Slotted Grate 29.75 26.08 21.00 N/A 14.08 12.00 M-6 12'o Drywell with Round Slotted Grate 33.90 31.23 30.00 N/A 21.23 10.00 C-14 12'o Drywell with Round Slotted Grate 29.75 26.08 30.00 21.00 14.08 12.00 M-7 12'o Drywell with Round Slotted Grate 34.50 31.83 28.00 N/A 21.83 10.00 C-15 12'o Drywell with Round Slotted Grate 29.75 26.08 21.00 21.00 14.08 12.00 M-8 24"o Area Drain 32.50 N/A 28.00 28.00 N/A N/A C-16 12'o Drywell with Round Slotted Grate 29.75 26.08 21.00 21.00 14.08 12.00 M-9 24"o Area Drain 33.90 N/A 30.00 30.00 N/A N/A C-17 12'o Drywell with Round Slotted Grate 29.75 26.08 21.00 21.00 14.08 12.00 C-18 12'o Drywell with Round Slotted Grate 29.75 26.08 21.00 21.00 14.08 12.00 N-1 12'o Drywell with Round Slotted Grate 29.50 26.83 23.50 23.50 11.83 15.00 C-19 12'o Drywell with Manhole Cover 30.10 26.08 21.00 N/A 14.08 12.00 N-2 12'o Drywell with Round Slotted Grate 29.50 26.83 23.50 23.50 11.83 15.00 C-20 12'o Drywell with Manhole Cover 32.75 30.08 25.00 25.00 17.08 12.00 N-3 12'o Drywell with Manhole Cover 30.50 26.83 N/A 23.50 11.83 15.00 C-21 12'o Drywell with Manhole Cover 32.45 29.08 25.00 25.00 17.08 12.00 N-4 12'o Drywell with Manhole Cover 30.00 26.83 N/A 23.50 11.83 15.00 C-22 12'o Drywell with Manhole Cover 31.75 29.08 25.00 25.00 17.08 12.00 N-5 12'o Drywell with Manhole Cover 31.25 26.83 23.50 23.50 11.83 15.00 C-23 12'o Drywell with Manhole Cover 32.00 29.08 25.00 25.00 17.08 12.00 N-7 12'o Drywell with Round Slotted Grate 33.50 30.83 23.50 23.50 20.83 10.00 C-24 12'o Drywell with Manhole Cover 32.40 29.08 25.00 25.00 17.08 12.00 N-8 24"o Area Drain 33.50 N/A 30.00 30.00 N/A N/A C-25 12'o Drywell with Manhole Cover 32.70 29.08 25.00 25.00 17.08 12.00 N-9 12'o Drywell with Round Slotted Grate 32.25 29.58 N/A 27.25 19.58 10.00 C-26 12'o Drywell with Manhole Cover 32.25 29.08 25.00 25.00 17.08 12.00 N-10 24"o Area Drain 34.50 N/A 31.50 31.50 N/A N/A C-27 24"o Area Drain 34.00 N/A N/A 30.00 N/A N/A N-11 24" o Area Drain 34.50 N/A 31.50 31.50 N/A N/A C-28 12'o Drywell with Round Slotted Grate 31.50 28.83 26.50 N/A 18.83 10.00 N-12 12'o Drywell with Round Slotted Grate 34.50 31.83 29.50 N/A 21.83 10.00 C-29 24" o Area Drain 31.50 N/A 28.00 28.50 N/A N/A N-13 12'o Drywell with Round Slotted Grate 34.50 31.83 29.50 N/A 21.83 10.00 C-30 24"o Area Drain 29.50 N/A 26.50 26.50 N/A N/A C-31 24"o Area Drain 29.50 N/A 26.50 26.50 N/A N/A O-1 12'o Drywell with 4'x4' Catch Basin 31.85 28.83 24.50 N/A 19.83 9.00 C-32 24"o Area Drain 29.50 N/A 26.50 26.50 N/A N/A O-2 12'o Drywell with 4'x4' Catch Basin 32.25 28.83 24.50 N/A 19.83 9.00 C-33 24"o Area Drain 31.75 N/A 26.50 26.50 N/A N/A O-3 12'o Drywell with Manhole Cover 32.90 29.83 24.50 N/A 19.83 9.00 C-34 12'o Drywell with Round Slotted Grate 31.75 29.08 21.00 N/A 19.08 10.00 0-4 12'o Drywell with 4'x4' Catch Basin 32.50 29.83 24.50 N/A 19.83 9.00 C-35 24"o Area Drain 34.00 N/A 26.50 26.50 N/A N/A O-5 12'o Drywell with 4'x4' Catch Basin 31.50 28.83 24.50 N/A 19.83 9.00 C-36 12'o Drywell with Round Slotted Grate 33.25 30.58 27.00 N/A 20.58 10.00 O-g 12'o Drywell with Round Slotted Grate 34.50 31.83 30.00 N/A 21.83 10.00 C-37 12'o Drywell with Round Slotted Grate 33.75 31.08 28.25 N/A 21.08 10.00 P-1 4' o Slotted Manhole 31.25 N/A N/A 24.85 N/A N/A D-1 4'x4' Catch Basin 33.56 N/A N/A 28.20 N/A N/A P-2 12'o Drywell with Round Slotted Grate 29.50 26.83 24.85 24.85 12.83 14.00 D-2 4'x4' Catch Basin 33.56 N/A 28.10 28.10 N/A N/A P-3 12'o Drywell with Round Slotted Grate 29.50 26.83 24.85 24.85 12.83 14.00 D-3 4'o Manhole with Round Solid Cover 32.33 N/A 27.59 27.59 N/A N/A P-4 4' o Slotted Manhole 30.85 N/A N/A 24.85 N/A N/A D-4 4'o Round Slotted Manhole 32.50 N/A 27.51 27.26 N/A N/A D-4A 4'o Manhole with Solid Cover 31.50 N/A 26.67 26.67 N/A N/A Q-1 12'o Drywell with Round Slotted Grate 29.50 26.83 N/A 21.50 11.83 15.00 D-5 4'x4'Catch Basin 32.14 N/A N/A 27.79 N/A N/A Q-2 12'o Drywell with Round Slotted Grate 29.50 26.83 21.50 21.50 11.83 15.00 D-6 4'x4' Catch Basin 32.14 N/A 27.68 27.68 N/A N/A Q-3 12'o Drywell with Round Slotted Grate 29.50 26.83 21.50 21.50 11.83 15.00 D-7 4' o Manhole with Solid Cover 32.74 N/A 27.93 27.93 N/A N/A Q-4 12'o Drywell with Round Slotted Grate 29.50 26.83 21.50 21.50 11.83 15.00 D-8 4'x4' Catch Basin 33.97 N/A 28.30 28.30 N/A N/A Q-5 12'o Drywell with Round Slotted Grate 29.50 26.83 21.50 21.50 11.83 15.00 D-9 4'x4'Catch Basin 32.97 N/A 28.40 28.40 N/A N/A Q-6 12'o Drywell with Round Slotted Grate 29.50 26.83 N/A 21.50 11.83 15.00 D-10 12'o Diffusion Wells with Round Slotted Grate 29.50 26.83 N/A N/A 18.83 8.00 Harvest Pointe at Q-7 12'o Drywell with Round Slotted Grate 30.50 27.83 27.00 N/A 17.83 10.00 D-11 12'o Diffusion Wells with Round Slotted Grate 29.50 26.83 25.67 N/A 18.83 8.00 " Q-8 12'o Drywell with Round Slotted Grate 30.50 27.83 26.00 N/A 17.83 10.00 �p � D-12 12'o Drywell with Round Slotted Grate 32.50 29.83 29.20 N/A 19.83 10.00 11PROVED � C u tc h o g u e Q-9 24"o Area Drain 30.80 N/A 27.50 27.50 N/A N/A D-13 24"o Area Drain 33.50 N/A 30.00 30.50 N/A N/A Q-10 12'o Drywell with Round Slotted Grate 30.75 28.08 21.50 21.50 18.08 10.00 rLANNING MARD Cutchogue, New York D-14 12'o Drywell with Round Slotted Grate 33.50 30.83 28.00 30.05 20.83 10.00 Q-11 24"o Area Drain 30.50 N/A 27.50 27.50 N/A N/A � D-15 24"o Area Drain 35.50 N/A 32.50 32.50 N/A N/A � Town of Southold Q-12 24" o Area Drain 30.75 N/A 27.50 27.50 N/A N/A TON O' Sf3U �3 .I' D-16 24"o Area Drain 32.50 N/A 28.50 28.50 N/A N/A - No. Revision Date Appvd. Q-13 12'o Drywell with Round Slotted Grate 33.10 30.43 26.00 N/A 20.43 10.00 D�,� _ D-17 24"o Area Drain 33.00 N/A 29.50 29.50 N/A N/A Z� 1 15 REMOVE LIGHTS/TURTLE CROSSING 8/30/17 AVL J Q-14 24"o Area Drain 34.90 N/A 28.00 28.00 N/A N/A r 14 DHS COMMENTS 8/23/17 AVL nE D-18 12'o Drywell with Round Slotted Grate 32.75 30.08 29.25 N/A 30.08 10.00 D-19 24"o Area Drain 31.50 N/A 28.00 28.00 N/A N/A t' 13 TOWN/SCDHS REVISIONS 7/28/17 AVL R-1 12'o Drywell with Round Slotted Grate 29.50 26.83 N/A 23.50 11.83 15.00 D-20 24"o Area Drain 33.00 N/A 31.00 31.00 N/A N/A , 12 TOWN REVISIONS 6/14/17 AVL R-2 12'o Drywell with Round Slotted Grate 29.50 26.83 23.50 23.50 11.83 15.00 D-21 12'o Drywell with Round Slotted Grate 32.75 30.08 28.00 N/A 20.08 10.00 11 SCDH REVISIONS 4/22/17 AVL R-3 12'o Drywell with Round Slotted Grate 29.50 26.83 23.50 23.50 11.83 15.00 CD D-22 12'o Drywell with Round Slotted Grate 32.80 29.33 27.00 N/A 19.33 10.00 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL R-4 12'o Drywell with Round Slotted Grate 29.50 26.83 23.50 23.50 11.83 15.00 D-23 24"o Area Drain 34.50 N/A 29.50 29.50 N/A N/A Designed by Checked by R-5 12'o Drywell with Round Slotted Grate 29.50 26.83 N/A 23.50 11.83 15.00 S C D H S Approval D-25 12'o Drywell with Round Slotted Grate 35.50 32.83 30.00 N/A 22.83 10.00 Issued for Date Q S-1 4'x4'Catch Basin 33.88 N/A N/A 27.76 N/A N/A July 10, 2015 cn E-1 24"o Area Drain 28.75 N/A N/A 24.76 N/A N/A 0 E-2 4'x4'Catch Basin 28.57 N/A 24.61 24.61 N/A N/A S-2 4'x4'Catch Basin 33.28 N/A 27.36 27.36 N/A N/A S-3 4' oManhole 31.11 N/A 26.82 26.82 N/A N/A SCTM: 1000-102-01-33.3 Q E-3 4'x4' Catch Basin 28.57 N/A 24.38 24.38 N/A N/A S-4 4'x4' Catch Basin 31.17 N/A 26.42 26.42 N/A N/A E-4 4'x4' Catch Basin 31.54 N/A 25.83 25.83 N/A N/A 1 o E-5 4'x4'Catch Basin 31.54 N/A 25.41 25.41 N/A N/A S-5 4'x4' Catch Basin 31.17 N/A N/A 26.72 N/A N/A ta ACQ ! r E-6 4' o Manhole with Round Slotted Manhole 29.50 N/A N/A 25.65 N/A N/A S-6 4'o Manhole 31.75 N/A 26.00 26.00 N/A N/A w S-6A 4'o Manhole 32.30 N/A 25.89 25.89 N/A N/A U) E-7 4'o Manhole with Round Slotted Manhole 29.50 N/A 25.25 25.25 N/A N/A w S-7 4'o Manhole 32.75 N/A 25.64 25.39 N/A N/A E-8 4'o Manhole with Solid Cover 31.75 N/A 24.50 24.50 N/A N/A Q S-8 4'o Manhole 31.30 N/A 24.83 24.83 N/A N/A E-9 6'o Diffusion Wells with Round Slotted Grate 24.00 20.48 22.75 N/A 15.48 5.00 r7 S-9 4'x4' Catch Basin 30.56 N/A 24.50 24.50 N/A N/A `" E-10 6'o Diffusion Wells with Round Slotted Grate 23.50 20.48 20.40 N/A 15.48 5.00 C° S-10 4'x4' Catch Basin 30.56 N/A N/A 24.78 N/A N/A r7 Drawing Number S-11 4'o Slotted Manhole 31.60 N/A 26.31 26.31 N/A N/A F-1 4'x4' Catch Basin 21.90 N/A N/A 16.90 N/A N/A N F-2 12'o Drywell with 4'x4' Catch Basin 21.90 19.23 16.65 16.65 12.23 7.00 S-11A 24"o Area Drain 31.75 N/A 27.00 27.00 N/A N/A 5-12 4'x4' Catch Basin 30.90 N/A 25.68 25.68 N/A N/A r O� V. ►r(i Y F-3 12'o Drywell with Manhole Cover 23.75 21.08 18.48 16.65 12.23 7.00 ., O ti L C * 6 S-13 4'x4' Catch Basin 30.90 N/A 25.46 25.46 N/A N/A ,' -�%•:v ��% �� E S-14 4' o Manhole 32.92 N/A 26.00 26.00 N/A N/A G-1 12'o Drywell with Round Slotted Grate 27.25 24.58 24.58 24.50 11.58 13.00 S-15 4'x4'Catch Basin 32.08 N/A 25.27 25.27 N/A N/A I � ' 41 �(J (� i lV'' Sheet of G-2 12'o Drywell with Round Slotted Grate 27.25 24.58 24.50 24.50 11.58 13.00 �� lYJ 15 �� L 15 28 S-16 4'x4'Catch Basin 32.08 N/A 25.06 24.81 N/A N/A a SOA D H-1 12'o Drywell with Round Slotted Grate 30.00 26.83 24.50 24.50 14.83 12.00 5-17 4'o Manhole 33.63 N/A 25.53 25.53 N/A N/A SEE 1 9 2017 �OFESSIO1' 5-18 4'o Slotted Manhole 32.50 N/A 26.03 26.03 N/A N/A H-2 12'o Drywell with Round Slotted Grate 30.00 26.83 24.50 24.50 14.83 12.00 5-19 4'x4' Catch Basin 31.51 N/A 26.65 26.65 N/A N/A South6ld Town Protect Number 0 Planning Board 29305.00 5-20 4'x4'Catch Basin 31.15 N/A 26.76 26.76 N/A N/A SCDHS Reference # C10-06-0013 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\ccd\ld\Plcnset\7-29305.00—ER.dwg E 0 INSTALL SILT FENCING AND TREE PROTECTION MEASURES AROUND AREA TO BE KEPT NATURAL AND AS DIRECTED BY THE ENGINEER 190.1.44' ,,(DEtD) 7/ 4.80' "( 'AL).. -190 ACTU S38*30'50"E (DEED) S38*24'20"E,(ACTUAL),, Engineering, Surveying & CP. Landscape Architecture, PC Cn 100 Motor Parkway Suite 135 00 Hauppauge, NY 11788 631.787.3400 273.68' (DLED) Ll rn, L�Q 0 0 r PH L - 3 C 7*04'40"E 269.77' (AC UAL 0 Ln !!Jj) 0 Ln 01 E:_ AN lLLSTONE M C: PHAS ASE-` INLET PROTECTION FF SITE 7z;, -r'PHASE 1 ALTERNATE 04 '40"E ':,S37 "SOIL STOCKPILE AREA PHASE 1 0 ............. f,..-A, , I ')� , G CP L 0') x" G STREE71, ION C, FOR ALL THREE 0 N) N) OIL 0 HASE 'l S PHASES ACCESS KPILE ""��STOC A f 0 0 0, c y > . ..... :""PHASE 2 SOIL M STOCKPILE AREA. 0 C-) 0 > PHASE 2 LLJ < \1 , I I -,-N,37*1 3',30"W S '04'30"E (ACTUAL) S37*13'30"E (DEED)37 221.47"" REMEM men"= 400.00' < JM Z n- P HA 4 PHASE 3 S AGING AREA FOR PHAS SOIL V) TA ING�'AR T E 4 Li STOCKPILE AREA—` PHASE 3 PHASE 3 0 00 C-4 SILT FENCE TO BE INSTAL t 1 L LED L 0 AROUND SOIL STOCKPILES TYP_ z 4 SOIL (SEE DETAIL) AREA', _J L0 > (-7q I DRAINAGE RESERVE AREA PROTECTION NOTE: THE CONTRACTOR IS REQUIRED TO INSTALL SILT FENCE AND _awn= CONSTRUCTION FEN D DRAINAGE RESERVE AREAS IN isi PH, HAR 17 POINTE LANE .......... ORDER TO MINIMIZE DISTURBANCE AND COMPACTION IN THESE AREAS. FINAL GRADING OF D RA'S IS TO BE COMPLETED IN ACCORDANCE WITH r LO I r F L F7r- THE LANDSCAPING DETAILS AND SPECIFICATIONS. WORK MUST BE F COORDINATED WITH PROJECT SITE ENGINEER THROUGHOUT U) ........ L CONSTRUCTION. r /C 17 7, . ............ z 0 PHASE 4 �0 Cl� PHASE 3 0 PHASE 2 ri �009.51',,(DEED) N36*54'20"W UAL) 2bbg.22' (ACT 80 0 80 160 SCALE IN FEET Erosion Control Notes .................. 1. THE LAND TO BE CLEANED SHALL BE MARKED OUT PRIOR TO CLEARING, INCLUDING THE EDGE OF THE LEGEND NATURAL BUFFER AS SHOWN ON THE SITE PLAN. L L TIFY THE APPROPRIATE AGENCIES AND 2. PRIOR TO STARTING WORK ON THE SITE, CONTRACTOR SHALL NO one CONSTRUCTION ENTRANCE INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS REQUIRED BY STATE & LOCAL AGENCIES. ACTUAL EROSION CONTROL MEASURES WILL BE DICTATED BY FIELD CONDITIONS AS CONSTRUCTION PROGRESSES. BUT THE FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVED: INLET PROTEC11ON A. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED (DANDY BAG OR OTHER) STAGING-' AREA !FO'R B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO AS TO MINIMIZE THE SIZE OF EXPOSED ................ AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. fHASE 4" CURB DROP INLET PROTEC11ON C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF SILT FENCE VELOCITIES. D. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. L= E. SEDIMENT SHALL BE TRAPPED ON THE SITE. SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION .............. 2 - f SHALL CONFORM TO "THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT —r-77i I PO 7 r L CONTROL". Harvest Pointe at PHASE 4 SOIL �A 2. SEDIMENT BARRIERS (SILT FENCE, STRAW BALES OR APPROVED EQUAL) SHALL BE INSTALLED AS ............... REQUIRED ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION OF THE WORK. NO SEDIMENT FROM " STOCKPILE AREA , THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES, WETLANDS OR ROADS. Cutchogue r 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH THE USE OF Cutchogue, New York ............ TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE RECOMMENDATIONS. Town of Southold .2 4. STOCKPILES THAT ARE NOT STABILIZED SHALL BE SURROUNDED BY SILT FENCE AND INSPECTED AFTER No. Revision Date Appvd. STORMS AND AT THE END OF EACH WORK DAY. 15 REMOVE LIGHTS/TURTLE CROSSING 8/30/17 AVL _j 5. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM SEDIMENT BUILDUP ............. THROUGH THE USE OF SEDIMENT BARRIERS, SEDIMENT TRAPS, DANDY BAGS, ETC., AS REQUIRED. 14 DHS COMMENTS 8/23/17 AVL n C14 INLET PROTECTION 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 6. PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE PERFORMED AS INDICATED BY PERIODIC -fECTION I N LE 0 INSPECTION AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE (TYP.) 12 TOWN REVISIONS 6/14/17 AVL (T NOT LIMITED TO, CLEANING OF SEDIMENT BASINS AND TRAPS, CLEANING OR REPAIR OF SEDIMENT NT 'P. FIAN HARVES - E .......... ............. BARRIERS, CLEANING AND REPAIR OF BERMS AND DIVERSIONS, AND CLEANING AND REPAIR OF INLET 11 SCDH REVISIONS 4/22/17 AVL ......... ............I ......................... PROTECTION. 0 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL N 7. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. Designed by Checked by 8. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS r (D _U i FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL Issued for Date E THE SITE IS PERMANENTLY STABILIZED. July 10, 2015 a) ......... 9. SEDIMENT BARRIERS AND OTHER CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED �A C C/) I — /I , � I i; . A AREAS ARE PERMANENTLY STABILIZED, AFTER PERMANENT STABILIZATION, PAVED AREAS SHALL BE A CLEANED AND DRAINAGE SYSTEMS CLEANED AND FLUSHED AS NECESSARY. ............ r, r------- r 10. IT HAS BEEN DETERMINED THAT THE PROJECT IS NOT LOCATED WITHIN THE TOWN'S MS4 JURISDICTION. ...................... FURTHERMORE, THIS PROJECT DOES NOT HAVE THE POTENTIAL TO DISCHARGE TO SURFACE WATERS AND �q r THEREFORE DOES NOT REQUIRE COVERAGE UNDER THE NYSDEC GENERAL PERMIT FOR DISCHARGING ........................ SILT FENCE TO BE INSTALLED APPROVED BY ......... RUNOFF FROM CONSTRUCTION ACTIVITIES (GP-0-15-002) t 0 AROUND LIMIT OF DISTURBANCE OF 11. THE EMERGENCY ACCESS SHALL NOT BE USED AS A CONSTRUCTION ENTRANCE/ EXIT OR FOR ANY PLANNING i3OAr,,D TION (TYP.) OTHER PURPOSE EXCEPT EMERGENCIES. LJ CONSTRUC C0 TOWN OF SOUTHOLD 12. ALL HANDLING OF SOILS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED SOIL MANAGEMENT PLAN. < DATE -2-1(. 00 Dandy Bag Notes 1. INSTALLATION: Drawing Number 1.1. EMPTY DANDY BAG SHOULD BE PLACED OVER THE GRATE AS THE GRATE STANDS ON END. N E VV 0 1.2. IF USING OPTIONAL OIL ABSORBENTS, PLACE ABSORBENT PILLOW IN POUCH ON BOTTOM OF THE UNIT. L 0 C� TING DEVICE (DO NOT RELY ON LIFTING O TETHER LOOP. HOLDING THE LIF \_0 V- 4,1 DEVICE TO SUPPORT ENTIRE WEIGHT OF GRATE) PLACE THE GRATE INTO IT'S FRAME. 0 5 1 cc 2. MAINTENANCE: 2.1. REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE AND VICINITY OF THE UNIT C Sheet of W VENT. V) C�r 0 jAz SEP 19 2017 0 16 28 2.2. REMOVE THE SEDIMENT THAT HAS ACCUMULATED WITHIN THE CONTAINMENT AREA OF THE DANDY BAG .4N �% OPESSXO v) AS NEEDED. Typical Erosion & Seffiment Control Layout Southold Town BMW mmr"*� \V_J/ JUAL 2.3. IF USING OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENT PILLOW NEAR SATURATION Planning Project Number SCALE: 1"=40' 29305.00 Cn NOTE:CONTRACTOR IS NOT PERMITTED TO USE FILTER FABRIC MATERIAL AS INLET PROTECTION SCDHS Reference # C10-06-0013 \\vhb\proj\Longls1and\29305.00 Heritage Cutchogue\cad\Id\Planset\8-29305.00-DT.dwg E 0 V .Q Z 1 I CROSSWALK (WHITE) 9' 1 t 4 y 4 2" (MAX.) 4 CURBLINE 1 CU E 3' 0.C.I _ UJ z TYP o z I 12 (TYP.)TYP. Q J DASHED LANE LINE (WHITE) ® ® III® 4" (TYP) tv R7-8 4' o w 12' 6' 2' 6" 2" 6' _I 2'_I I 5"-6•. CAP STEEL PIPE POST V) BROKEN LANE LINE (WHITE) 4" (TYP) o f l TYPICAL SIGN 10' 30" 10' I �4•. o 0 4" a 4" (TYP) ;I, N 5 Engineering, Surveying & MAX. SLOPE 1.5% 45• WHITE PAINT WHITE PAINT SEE NOTE 1 z oo Landscape Architecture, PC 12 SEE DETAIL z 2Y2" DIA. STEEL POST OwIml- moil z Q (PAINT COLOR SELECTED 100 Motor Parkway HATCH LINES (WHITE) �0 1\ 17" 0" 17" 4" BLUE LINES ox 2'-0" 3'-0" o BY ARCHITECT) N } 24" ON CENTER 4' z � Suite 135 S-8" 0 w Hauppauge, NY 11788 1UJ 4"" (TYP) LENGTH AS REQUIRED a CURBLINE 1• 2 (SEE STRIPING PLAN) BLUE SKID- o m 631.787.3400 2' (MAX. RESISTANT TYP. I- w (TYP.) (TYP.) 12 PAINT = m DOUBLE BARRIER LINE WHITE 4" TYP I- 7-9.. 2 -0"' z_ w ~ (WHITE) ( ) f � 2• � � = o 16' z ao 8' (TYP.) 0 c, 0 ESINGLE ED WHITE PAINTEDFA 8' (MIN.) 9' (MIN.) GE LINE WHITE 4'" TYP (WHITE) (TYP) LANDSCAPED AREA OR SIDEWALK STOP LINE ACCESS PARKING o AREA I AISLE SPACE 16" (TYP.) ` CROSSWALK LINE (WHITE) 3 WIDTH WHITE _ 12" (TYP) VVAY F74- ACCESSIBLE PARKING WHITE PAINT 24" MIN Notes: 1. TWELVE INCH (12") LINES SHALL BE APPLIED IN ONE 4" WHITE PAINT (TYP.) ° APPLICATION, STOP BAR (WHITE) 12" (TYP) 4"- �LANE N \ 16'" OR 12'" DIA. NO COMBINATION OF LINES (TWO - 6 IDetailINCH LINES) WILL BE ACCEPTED. CONCRETE SUPPORT Notes• 2. LONGITUDINAL CROSSWALK LINES TO BE PARALLEL TO Notes: ° CURBLINE. NOTE: 1. PAVEMENT MARKINGS TO BE INSTALLED FOR ON SITE WORK IN LOCATIONS SHOWN. 1. PROVIDED R7-1 OFSET A MINIMUM 5'-6" FROM EITHER EDGE OF 3. ALL LONGITUDINAL CROSSWALK LINES TO BE THE SAME ALL PAVEMENT MARKINGS (EXCEPT TRAFFIC ARROWS AND STOP BARS) SHALL BE SETFAST LOW VOC ACCESSABLE AISLE TO ALLOW ACCESSIBLE ROUTE. LENGTH AND PROPERLY ALIGNED. TRAFFIC MARKING PAINT OR APPROVED EQUAL AS PER NYSDOT REQUIREMENTS. TRAFFIC ARROWS AND 2. HANDICAP LOGO SHALL CONFORM WITH THE LATEST NEW YORK STATE STOP BARS SHALL BE THERMOPLASTIC MATERIAL FORMULATED SPECIFICALLY FOR USE AS 2. ALL PAVEMENT MARKINGS (EXCEPT TRAFFIC ARROWS AND STOP BARS) SHALL BE SPECIFICATIONS. 4. CROSS WALK SIDESLOPE SHALL NOT EXCEED 1.5%. RETROREFLECTIVE PAVEMENT MARKINGS As PER NYSDOT REQUIREMENTS. SETFAST LOW VOC TRAFFIC MARKING PAINT OR APPROVED EQUAL AS PER NYSDOT 3. SLOPES SHALL NOT BE GREATER THAN 2% IN ANY DIRECTION FOR ALL NOTE: SIGNS TO BE 18" MINIMUM FROM FACE TO CURB REQUIREMENTS. TRAFFIC ARROWS AND STOP BARS SHALL BE THERMOPLASTIC HANDICAP SPACES AND ACCESS AISLES. MATERIAL FORMULATED SPECIFICALLY FOR USE AS RETROREFLECTIVE PAVEMENT MARKINGS AS PER NYSDOT REQUIREMENTS. Crosswalk 6/03 Pavement Markings 2/10 Painted Pavement Markings - On Site 6/03 Accessible Parking Space 7/12 Sign Post - Type A 6/08 N.T.S. Source: VHB LD-553 N.T.S. N.T.S. Source: VHB LD-554 N.T.S. Source: VHB N/A N.T.S. Source: VHB LD_701 xi o GRADE; LANDSCAPED AREAS 8" MIN. LOW s�o z PERMEABLE SOIL 2 3/6" MIN THICK PAVERS CAP UNIT �o� z Z WITH MIN 1/4" WIDE JOINTS oPE p. S� i? I �J�. of ATE a J " 0 1 TO 1 BEDDING SAND Q Y 5 0 J R � 2 E E F77 �, 4' THICK AGGREGATE BASE .. :: .....:...... BELOW PAVERS AND SANDLANDBLOCK WALL UNIT `oA AREA I P SAF ��i� COARSE BROOM FINISH a s� F` o J CONTRACTION Q , WEEP HOLES X oJ>��• (TYP.) I �q�� JOINT EVERY 4 - PLAN S. 1 DU I I q-f '. . I ��' .N�,,. SEE DETAIL A 10' O.C. (MIN.) E�oE�E R sr-� I I 15��Q oJ� o 18 FINISHED ES5j6 � I I ��' p� I �P _J UNIT DRAINAGE FILL GRADE �� J\ ��' 2 o?^'' S" POURED EXPANSION JOINT EVERY 20' - 5 // / / ( / „ P E �' -�' SEE DETAIL'B" 07 / /// 3 4 CRUSHED '� 4 _ _ s. \i \\ //\/ \\ //\i \\ //\i \\ //\i \\ //\i` CONCRETE \ //\/ \ //\/ \\ //\/ \\/ ROCK OR STONE) ' S RE � �� ' '•,, �--:. I Q-..> i\�\\i \\/i\i\\i \\/i\i\\� \\/i\i\\� \i\\� ^h \i APPROXIMATE LIMITS oF�q RAMP ,��°q��o �o��o�o��o �o �o� �` �°U��o�o�o` �o � o�o� COMPACTED SOIL SUBGRADE UNREINFONCRETE OR OF EXCAVATION CRUSHED R TONE CED OLEVELING PAD Q �AN �� -► o' °c c�Q� Y4" LIP MAX. 2" SITZ 6" GRANULAR MATERIAL Notes: Notes: SEE NOTE 9. MINQN (BANK RUN SAND & GRAVEL) 1. NON PERMEABLE PAVERS TO BE CAMBRIDGE RENAISSANCE OR APPROVED EQUAL. 1 2. COORDINATE PAVING PATTERNS WITH LANDSCAPE PLANS. 1. WALL SHALL BE KEYSTONE GRAVITY BLOCK WALL OR APPROVED EQUAL. Pte '' AREA OF COLORED SURFACE SECTION REINFORCED CONCRETE 3. PAVERS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. Y4" LIP MAX. 2. WALL SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. APRON W/ 6 WWM ��_; .•°'` � SEE NOTE 9. 3. CONTRACTOR TO MINIMIZE DISTURBANCE OF LAND WHILE INSTALLING WALL. . . Non-Permeable Pavers (Community Center Patio Area) 4. CONTRACTOR TO RECEIVE APPROVAL OF WALL FINISH PRIOR TO CONSTRUCTION. �• ,�'''' .��'1' - - - - • i° - - -,- - - 5. CONTRACTOR TO OBTAIN ANY NECESSARY BUILDING PERMITS RELATED TO WALL. N.T.S. GRADE; TOP OF PAVEMENT RetainingWall Detail 12/13 �'" DENSE AGGREGATE BASE OR PER DRIVEWAY SECTION 2 MIN THICK PAVERS N.T.S. Source: VHB LD_ Notes: Notes: SECTION AT DRIVEWAYS WITH MIN 1/4" WIDE JOINTS 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.). 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.). PRE-MOULDED 4" THICK 4,000 PSI CONCRETE 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 1/4' RADIUS BITUMINOUS JOINT 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 1/2" FILLER 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%. GRADE; TOP OF PAVEMENT 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN R.O.W. (PER PLAN) 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). M PER PLAN PER PLAN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. ° , ,. 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. ° °° . •a • ° .a a secnoN w FILL 6. RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. a ° , °n SLOPES 3 ON 1 MAX 6• crtowN 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. �, • a • ° ° a e s M 2%MIN. BELGIUM BLOCK CURB (TYP.) 2%MIN. 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. ° •_ � // / / 6%MAX. 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. - • p \//\j \\/�/\\ /\� / \ /\�/\j \\///\ \/// \ 6%MAX. //\ \///\\ \//\/ \ //\ \///\\ \//\/ \\ ,�(SEE DETAIL) 1.5% �_� 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' \j \/� 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5" IN WIDTH (EXCLUDING CURBING) A 5" x 5" PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. i\\\j�/� 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS \\�` � \-1�� 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. DETAIL'A' DETAIL'B' COMPACTED SOIL SUBGRADE �a�%��i�'�% %iT`� CENTERLINE TOP OFCURB � ��i�j'`i• �j'�`i'�%� INDICATED ON THE DRAWINGS TO BE SET FLUSH. 'y?yyy, 10. TRUNCATED DOMES ARE NOT REQUIRED ON RAMPS LOCATED OUTSIDE THE PUBLIC ROW. RAMPS 1-1/2" BITUMINOUS TOP COURSE �`ii:��`�`SECTION IN CUT LOCATED WITHIN THE RIGHT AWAY SHALL HAVE TRUNCATED DOME DETECTIBLE WARNINGS Notes: Notes: 2-1/r BITUMINOUS BINDER COURSE SLOPES 3 ON 1 MAX. SEE SEPARATE ROW PLANS). 1. ALL CONCRETE SHALL BE AIR ENTRAINED, 4,000 PSI 1. NON PERMEABLE PAVERS TO BE CAMBRIDGE RENAISSANCE OR APPROVED EQUAL. 6" DENSE GRADED AGGREGATE BASE COURSE 2. COORDINATE( ) CYLINDER TESTING REQUIRED AS PER P.E. 3. PAVERS TO BE NSTALLED PER MANUFACTURERS VING PATTERNS WITH PRECOMMENDATIONS.E PLANS. STABILIZED SOIL BASE Accessible Curb Ramp (ACR) Type 'D-D' 11/10 Accessible Curb Ramp (ACR) - Type 'B-D' 11/10 Concrete Sidewalk 7/12 Flush Non-Permeable Pavers (Roadway Median) Typical Road Section 6/12 �""' N.T.S. Source: VHB REV LD-503 N.T.S. Source: VHB LD-501 .T.S. Source: VHB LD_ N.T.S. N.T.S. Source: VHB APPROVED C f PLANNING COMM 1s 7" FINISHED GRADE "� 2" TOWN' 0~ SOUTHOLD 6.6" 9.8" SPECIFlCATIONS =ir 1" MAX. CONCAVE JOINT EXPANSION JOINT EVERY 20' CONCAVE JOINT UNIT SIZE - 20" X 20" X 1" _ DAM � ZC UNIT WEIGHT 18 OZ. OR 4.5 POUNDS ' STRENGTH - 5720 PSI '::;`' ''' :''`�' •' %'.. .p - - COLOR - BLACK (STANDARD) Z C RESIN - HDPE (WITH SOME POST-CONSUMER 3" HARDWOOD SHREDDED / c7Z RECYCLED CONTENT a . MULCH .a PLAN +a ylf`' Y31 0 BINDER COURSE D • i RASSP VE2 SQUARES G A - ._ •r a A ^S; ,. a Harvest Pointe at ADJACENT GRASSPAVE2 SQUARES a� # 5 REBAR EXCEPT BETWEEN D EXPANSION JOINTS (SEE NOTE 5) NATIVE SUB-GRADE Cutch a o ue Notes: SECTION A-A 5 REBAR EXCEPT BETWEEN CONCRETE BELOW ASPHALT WEARING COURSE SEE ENLARGEMENT BELOW CONCRETE BELOW ASPHALT EXPANSION JOINS SEE NOTE 5 CUtCIIO ue New York ( ) BINDER COURSE i 3.3" I HYDROGROW MIX BELOW RING 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. 3-1/2- g .0 I •9" J Trail Section 12 14 (TEST CYLINDERS FOR CONCRETE STRENGTH MAY BE REQUIRED, AS REQUESTEDMIN. A Notes: Town of Southold 5-1/2"_ 3" w 2.4" / / BY INSPECTOR OR ENGINEER) 2. CONCRETE TO CURE 14 DAYS MIN. BEFORE ROADWAY PAVING CAN BEGIN. # 5 REBAR EXCEPT BETWEEN EXPANSION RINGS FILLED WITH CONCRETE SAND 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. Revision No. Re son Date Appvd. AND N.T.S. Source: VHB JOINTS SEE NOTE 5 (CLEAN, SHARPS ) 3. CONCRETE MONOLITHIC POUR, MUST USE FORMS FRONT AND REAR. ( ) (TEST CYLINDERS FOR CONCRETE STRENGTH MAY BE REQUIRED, AS REQUESTED 15 REMOVE LIGHTS URTLE CROSSING 8/30/17 AVL / COMPACTED SANDY GRAVEL ROAD BASE 4. EXPANSION JOINT TO BE 5" MIN., 20 MAX. LIQUID Ac BY INSPECTOR OR TOWN ENGINEER 959 MODIFIED PROCTOR DENSITY 5. REBAR IS OPTIONAL EXCEPT IS REQUIRED IN INDUSTRIAL AND COMMERCIAL = � 1-1/2 BITUMINOUS TOP COURSE N 2. CONCRETE TO CURE 14 DAYS MIN. BEFORE ROADWAY PAVING CAN BEGIN. la DHS COMMENTS 8/23/17 AVL o 0 0 o ROADWAYS. a 3. CONCRETE MONOLITHIC POUR, MUST USE FORMS FRONT AND REAR. 0 0 0 0 , =� 13 TOWN/SCDHS REVISIONS 7/28/17 AVL o WEARING COURSE �' 12" COMPACTED GRAVEL o 0 0 0 0 0 0 0 °� r` 4. EXPANSION JOINT TO BE 5' MIN., 20' MAX. 0 0 0 0 0 0 0 0 0 0 0 0 0 a o o o 00 5. REBAR IS OPTIONAL EXCEPT AS REQUIRED IN INDUSTRIAL AND COMMERCIAL o ° Mountable Concrete Curb i LIQUID AC UNLESS OTHERWISE STATED 12 TOWN REVISIONS 6/14/17 AVL Ooo o ° 000 5/15 3" , ROADWAYS. 00 0 0 0° oo O o ° ° o o ° 4" DENSE GRADED BINDER COURSE r - - - - - - - - 0,-F111F-_COMPACTED o 0 0 0 0o 11 SCDH REVISIONS 4/22/17 AVL o GG GA ASE COU SE N.T.S.ooO O ° ° A RE TE B R o 0 8 0 0D Bel ium Block Dro Curb Transition At Drivewa s 6 15 ° / 10 REVISED PHASING PLAN PER TOWN 4 6 17 AVL SUBGRADE O o 0 o O g p ( J ) / /o 000 0 0 0 0 0$ ° BELGIUM BLOCK D v ai o 0 0 0 0 0 o 0 o O° °0 0 00 4 v 3" Designed b Checked b N.T.S. Source: VHB g Y Y SECTION ° 1/2" CHAMFER a ° Issued for Date � LANDSCAPE AREA TOP OF GRASS ROOT MASS 6 MM COMPACTED SUBGRADE 12" 16" INCREASE BELGIUM BLOCK REVEAL TO 6" IN .Jud 10, 2015 (D (1/4") ABOVE TOP OF RING FINISH GRADE y co 1" A TRANSITION AREA. MAINTAIN TOP OF CURB GRASSPAVE2 ATTACH WITH Notes: .... ..... 959 SOIL COMPACTION JOINTS EBAR(SEE NOTE EXCEPT5BETWEEN EXPANSION ELEVATION AS PER PROFILES. /2, ROOT SNAP-FIT FASTENERS ° O CURB INLET, SEE DETAIL SCTM. 1000-102-01-33.3 1� % - ROOT MASS TO FILL ON O •O1 MOUNTABLE CURB TO BE INSTALLED AS "" ° SHOWN IN LOCATIONS SHOWN ON PLANS - - - GRASSPAVE2 1. ALL BITUMINOUS CONCRETE USED FOR DRIVEWAY PAVEMENT SHALL BE PLANT \.... ° o 'o o COMPACTED a '. 2. ALL MIXEDRIVEWAY MATERIALS ARE SUBJECT TO LABORATORY TESTS TO DETERMINE IF //� . ° ° ' ° •O O.O AGGREGATE BASE Notes: .} •} ° N. 12" COMPACTED GRAVEL THEY CONFORM TO THE SPECIFICATIONS. \� 6" 6" �� 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. + � BASE COURSE 3. SUBBASE MAY CONSIST OF NATIVE MATERIALS IF FOUND SUITABLE BY THE /// " a' • / / (TEST CYLINDERS FOR CONCRETE STRENGTH MAY BE REQUIRED, AS REQUESTED ENGINEER/INSPECTOR. IF DEEMED UNSUITABLE THE SOIL SHALL BE REPLACED BY ��\��\ BY INSPECTOR OR ENGINEER) ENLARGEMENT / / __J Notes: 4. INLECT AREAS OF SILL AS UBBASEDIRECTED SHALL BE PLACEDY THE NININMAX/I6SPEFTSOR.AND �� m• °•. \� 4000 PSI CONCRETE 2. CONCRETE TO CURE 14 3. CONCRETE MONOLITHIC OURS MUST USE ORMSDFRONT AND REAR.WAY PAVING CAN BEGIN. v v // • // // a s'coMPACTED GRAVEL 1• GRASS LANT TYPES SHALL BE SPECIFIED COMPACTED TO A MIN. 95% STANDARD PROCTOR DENSITY. / / / 4. EXPANSION JOINT TO BE 5' MIN., 20' MAX. Q a / BY A LANDSCAPE ARCHITECT OR � � � 5. REBAR IS OPTIONAL EXCEPT IS REQUIRED IN INDUSTRIAL AND COMMERCIAL a 5. SUBGRADE IS TO BE FREE FROM DEBRIS AND UNSUITABLE MATERIAL AS D � � � � � � � UNDISTURBED OR v COMPACTED SUBGRADE LANDSCAPE DESIGNER DETERMINED BY THE ENGINEER/INSPECTOR AND SHALL BE COMPACTED TO 95% //�//�//�//�//�///�//�/ COMPACTED ROADWAYS. 2. COMPACTED GRAVEL BASE SHALL EXTEND MAX. DRY DENSITY. SUBGRADE , A MINIMUM OF 12" BEYOND THE EDGE OF 6. SUBGRADES TO BE VISUALLY INSPECTED AND TESTED PRIOR TO PLACING \//,\//,\//,\//,\//,\//,\//,\//,\ 10' INCREASE SLOPE TO MEET 10 GRASSPAVE UNITS AT UNRESTRATINED ROADWAY SUBBASE COURSE. CURB INLET GRATE Drawing Number EDGES 1 r Belgium Block to Curb Inlet Transition 6 15 _ Bituminous Concrete Pavement Section (Driveway) 9 04 Flush Belgium Block Cub ,2/11 Belgium Block 5 ,5 / .--�~ Grasspave2 Landscape Island Reinforcement ( y) / g g / g N.T.S. L N.T.S. Source: Invisible Structures Inc. N.T.S. Source: VHB � V LD 430 N.T.S. Source: VHB REVLD_409_REV N.T.S. Source: VHB Q' O V• 0 I' a� Ca L9 D ECCE VE C. E * O a 0 SEP 19 2617 '' °� "` * , C) LU Sheet of m T 2 Z 17 2 T wn g 0 0 Sout hood N Planning Board V, 9O D 8611 9 CFS ICNP S Protect Number 0 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\8_29305.00_DT.dwg O u t )Z-x x x-x x SELVAGE OF FABRIC KNUCKLED TOP & BOTTOM TIE WIRES 50' MIN. x j' x TOP RAIL BUT SUFFICIENT TO KEEP SEDIMENT ON SITE I F 9 r 10' HIGH CHAIN LINK \ \ w FENCING x 3/16" Lu CENTER RAIL HAY BAIL AND/OR 2" DIAMOND MESH SILT FENCING CHAIN LINK FABRIC END CAP a Y' TRUSS ROD Q 4"DIA. SEAMLESS STEEL PIPE SWING ° X, x ARM AND POSTS ASTM A53, 3/16" o TYPE "S", GRADE "B", W STANDARD WEIGHT / `/\\\�/ •\\�j\\\\\//\\//\\//\\//\\/\\\/\\��\\�\\��\\�\\//\\ ° \ \ 3" 3 16` STOCK ROUND 3/16" W of o Engineering, Surveying & t x '� I� SWING ARM o H Landscape Architecture, PC in _ SLEEVED POSTS f� f� w w SINGLES NET POST CENTER "� 1" MIN. COMPACTED ASPHALT SURFACE COURSE ,U •U TENSION WIRE �'✓y �'� Z_ o 100 Motor Parkway (33' CENTER TO SERVICE . 3" MIN. COMPACTED ASPHALT LEVELING COURSE ° Q 0 N CENTER) LINE o Elevation -. .- a Suite 135 X x Oo00 ° o C) I O ��, DOUBLES NET POST �-SINGLES o 0 0 o p o o a 0 0 0° HROUGH BOLT G� G� N oUJ SIDE LINE NET LINE Qoo 0 0 o o AND PADLOCK I 4~ R� F=3: Hauppauge, NY 11788 (42' CENTER TO Ck 0 o a o 6" MIN. COMPACTED BASE COURSE LOCKING ASSEMBLY 3 16" CHAIN W/PADLOCK o- CENTER) 3'-0" ° 0 0 ° ° TOP RAIL AND FURNISH 6 KEYS 631.787.3400 I x o ° 0 0 o Q ° Q � 4'-6" (TYP. 4'-6" (TYP.) co a- o°g°o0 0 0 0 0 0 o O o FENCE FABRIC ° , o ,� 12'-6" 12'-6" - DOUBLES ��j�j�j�jij�i�iT ��j �i ��j .� SIDE LINE 'rJ \a\\ t x CORNER, END OR z� CONCRETE FOOTING I 4� x ' LINE POSTS CENTER O1- I I I CONSTRUCTIONENTRANCE-FOUNDATIONOFCOMPACTED SERVICE N COMPACTED SUBGRADE RAIL Q~M ( LI 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. UNE V Ld L ° ° L• ° FILL TO18"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. I x 1" BEVEL ~ w�= COMPACTED GRAVEL (TYP.) x Asphalt Section for Freeze/Thaw Climate o V)o- (1Y2" MAX. STONE) FIN. GRD. TENSION 1 o a WIRE `o U_ 3" DIA. SEAMLESS STEEL PIPE SWIVEL 12" DIA. o POST ASTM A53, TYPE "S GRADE PLAN VIEW x oo x Notes: ��• "B" EXTRA STRONG WEIGHT (O.D. BASE LINE CONCRETE FOOTING "� 1. TENNIS COURTS FEATURES INCLUDING, NETS, MARKINGS, ETC SHALL BE INSTALLED PER US TENNIS �`� 24")DIA. (3000 PSI-TYPE I) - •U ASSOCIATION SPECIFICATIONS. � x 2. ALL DIMENSIONS ARE TO THE OUTSIDE EDGE OF THE PLAYING LINES, WITH THE EXCEPTION OF THE EXISTING GRADE 4'-6" 113'-8" 4- 3. CENTER LINES WHICH ARE MEASURED OUT TO CENTER. To C To 3. THE CENTER SERVICE LINE AND CENTER MARKS SHALL BE 2 INCHES WIDE. OTHER LINES SHALL BE 10" DIA. ® LINE POSTS Notes: R 0 A D 2Z'„_O" BETWEEN 1 AND 2 INCHES WIDE EXCEPT BASE LINES WHICH MAY BE UP TO 4 INCHES WIDE. OR V-4" ® CORNER, 4. RECOMMENDED COURT SLOPE: 0.83% MINIMUM, 1.00% MAXIMUM. PULL OR END POSTS Note' 12'-0" 36'-0" 12'-0 x 5. TENNIS COURT COLORS TO BE COORDINATED WITH OWNER PRIOR TO CONSTRUCTION. CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED Section 1. SHOP PRIME PAINT EXPOSED SURFACES x Q FIELD PAINT EPDXY ENAMEL-YELLOW. 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. 1. MATERIALS TO BE SUPPLIED AND FILL TO18"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. HAY BAIL AND/OR INSTALLED IN CONFORMANCE WITH SILT FENCING "CHAIN LINK MANUFACTURER'S 2. PROVIDE "MASTER" PADLOCK WITH 6 x x x x x�x INSTITUTE" PRODUCT MANUAL. WORKING KEYS. 3. 3,000 PSI CONCRETE FOOTING CROSS SECTION 78' Asphalt Tennis Court 5/15 6' to 12' Chain Link Fence 6/08 Emergency Gate (Double) 2/09 Temporary Construction Entrance N.T.S. Source: United States Tennis Association N.T.S. Source: VHB LD-480 N.T.S. Source: VHB REV LD-486 N.T.S. Source: Town of Southold SW-06 6 001 10' 6 1 5/8" TOP/BOTTOM RAILS LIGHT POLE & ANCHORING Q Q PROVIDE BASE COVER I ( SYSTEM BY MFG. W w AS FURNISHED BY - ,J 3"GALVANIZED STEEL POSTS •='�t•-'z'='2-'st'-'R'='R'='r.°=•R'-•r'-•st'-� U Q POLE MFG. I 1" CHAMFER [] WITH PRESSED DOME CAP(TYP.) x �'x' k'TXx'x; j �'x�j } = U x x z X :X w X x• x ,x �`� k MADRAX MODEL H36-11-SF-P z LIGHT POLE BASES 3" CORNER POST/ x> z Q - x, .X .x;� -x 9 LOOP HEAVY DUTY IN PARKING LOT TO , 2.5" LINE POST x�E x x' � `x X X x ;�} F- BE PAINTED YELLOW SCORE LINE(TYP.) X x'%,X,x 'x`'X x X�x} CHALLENGER BICYCLE RACK (OR 3 z XxXxx�?CX`x"xjx;xXx;Xx} APPROVED EQUAL); COLOR TO x X . . x X `x x X x BE SELECTED BY OWNER. `D REBAR PER MANUFACTURES 6' HIGH BLACK VINYL Xx'xx'x XXXx C XX: Xxx� cI1 0 ° CHAIN LINK FENCE; 9 xx 'x 'x �xxxxx x xx ° OR STRUCTURAL ENGINEERS GA. MESH; BLACK x';x, X'k X'x� X'x; X SPECIFICATIONS 6' HIGH BLACK VINYL VINYL PRIVACY SLATS CHAIN LINK FENCE; 9 ,x 'K XXxXx, x-x GA. MESH; BLACK x; X' ' X'X X x .X 'x MOUNTING PLATE VINYL PRIVACY SLATS x k`'.X X x z x x ' 18'" • ° ° FINISH GRADE (MATERIALS VARY) R X x x `x' xXx> 4000 PSI CEMENT z x >x' `x z X x x x LAG BOLTS TYP. /'CONCRETE (TYPE II) �z�_;xtis._.x;-� to Z 3 4" CHAMFER a FINISH ° io cV v 2" TYP. COVER °3' °3" 6"CONCRETE PAD GRADE 4" MIN. CONCRETE PAVEMENT O ° 5000 PSI TYPE II ° VARIES N ° wo Of w CONCRETE CEMENT ° 11 W z °• CONDUIT AND GROUND ROD fi _ ° 5"X 5"STEEL POST ° • ° •I �80 �z CONNECT TO INSIDE METAL POLE GRAVEL BASE v w SEE ELECTRICAL PLAN FOR SIZE o 6"STEEL BOLLARD(TYP.) 12 ° �-J iv DOUBLE GATE 6"x 6"x 10/10 ° ° �/j `. 6" WWF COMPACTED ° d GRADE LINE • e z /\\j y/� APPROACH APRON GRAVEL e ° d Q /\ s , BITUMINOUS OR ° ° \ \� v /�\ °.• //� I • COMPACTED m a ° ° a \\ \ CEMENT CONCRETE ° w //\\/ ° • //� o 0 8' (MIN.) ° SUBGRADE ° n v~i �% \ - - 001 15" CONCRETE FOOTING (TYP.) �° �� 8 0, O ��, 0 *0 ��' �°p O 0 O gp00� q. gP00 Cap OCap O Cap .0 Cap 0 o p 0 00 Cap p Cap 0 o p 0 BOLT LAYOUT o @ . COMPACTED OR �\\ \:\\\\\\:\\:\\:\\\\ \!� & MOUNTING ° I PLAN VIEW UNDISTURBED / 2'-0" (MIN.) PROCEDURE AS SUBGRADE PER MFG. SPECS Notes: Section Plan 1. DUMPSTER PAD DIMENSIONS SHOWN AS MINIMUM. REFER COMPACTED SUBGRADE TO PLAN FOR ACTUAL DIMENSION. Notes: 2. CHAIN LINK FENCE, GATES AND RELATED ITEMS TO BE 1. LIGHT POLE FOUNDATION DESIGN IS SUBJECT TO CHANGE BASED ON FINAL POLE AND FIXTURE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS SELECTION AND GEOTECHNICAL SITE INVESTIGATION. INCLUDING POST SIZES, SUPPORTS, FOOTINGS, ETC. 2. ALL REBAR AND FOUNDATION DIMENSIONS TO BE DESIGNED BY STRUCTURAL ENGINEER OR PER Note: MANUFACTURES SPECIFICATIONS. 3. FENCE POSTS SHALL NOT BE SET IN THE SLAB. 3. PRECAST LIGHT POLE BASES REQUIRE CERTIFICATION FROM THE MANUFACTURER OR SUPPLIER 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S THAT POLE BASES ARE DESIGNED FOR THE WIND LOADS AND STRUCTURAL REQUIREMENTS OF THIS 4. CONCRETE SLAB SHALL BE SET FLUSH WITH ABUTTING RECOMMENDATIONS. SPECIFIC SITE AND LIGHTING FIXTURES. ASPHALT. .mss. Light Pole Foundation Detail 2/11 Dumpster Pad w/ Chain Link Fence Enclosure 5/12 Bicycle Rack (Surface Mounted) APMOV. IES Y N.T.S. Source: VHB REV LD-310 N.T.S. N.T.S. Source: VHB FL��NNI"NG coArm TOWN Off' SOUTHO;D DATE � DANDY BAG® 1W-O"MAX. c•to C. SAND BAG OR DRIP LINE 2' MINIMUM ALTERNATE WEIGHT !_Vc� `, - STORM LENGTH OF 2'X4' GRADE LL a � U.�1..0 GRATE TREE TRUNK �` �F 2 x 4 WEIR O O O O VELCRO CLOSURE 2' STONE D••p•p D . p �� LL . .. Harvest Pointe at FILTER CLOTH 2' x 4' SPACER ak WIRE MESH Notes: D V p D 1. AREA CHOSEN FOR STOCKPILING O C u tc h o g u e LIFT STRAPS OPERATIONS SHALL BE DRY AND STABLE. USED FOR ,D •°• D INLET TO PERSPECTIVE VIEW Cutcho ue, New York U EASY PIP727 E 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE TOWr1 O Southold MOVEMENT OF 2'X4''MAXIMUMSPACING W AND Plan 3. UPON COMPLETION OF SOIL STOCKPILING, INSPECTION EACH PILE SHALL BE SURROUNDED WITH 36" MINIMUM 2 X 2 No. Revision Date Appvd. OF UNIT EITHER SILT FENCING OR STRAWBALES, THEN FENCE POST 15 REMOVE LIGHTS/TURTLE CROSSING 8/30/17 AVL 2' X 4' STABILIZED WITH VEGETATION OR COVERED. STORM DANDY BAG® DROT Ti_ ANCHORS 8-0" WOVEN WIRE FENCE 14 DHS COMMENTS 8/23/17 AVL M SEWER STONE �\ MAX. O.C. POSTx(TYP.) WEBNGE F NCE (TYIP.) 4. SEE SILT FENCE DETAIL ON THIS SHEET (6 x 6 - 10/10 WWF) Z 13 TOWN/SCDHS REVISIONS 7/28/17 AVL GRATE j/ FILTER CLOTH 12 TOWN REVISIONS 6/14/17 AVL r _ , C �� N 11 SCDH REVISIONS 4/22/17 AVL .i . ". . _ -� • '. I I I= CLOTH / y 2' X 4' SCGPE 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL ' : , •• I I I I I SPACER Designed by Checked by °.' MESH G 2' x 4' WEIR o STABILIZE ENTIRE PILE EMBED FILTER CLOTH RApE E 2 SLOPE 10, MIN. 6" INTO GROUND Issued for Date E �- WITH VEGETATION OR COVER Z DANDY BAG® C❑NSTRUCTI❑N SPECIFICATIONS W WWW WW WW 1oE S FROM TOE 4" JulyCn lo, 2015 >; SPECIFICATIONS 1. FILTER FABRIC SHALL HAVE AN E❑S OF 40-85. W ° W W W W W W OF SLOPE o NOTE: a HI-FLOW DANDY BAG® (SAFETY ORANGE) 2, WOODEN FRAME SHALL BE CONSTRUCTED OF 2' x 4' CONSTRUCTION WWW W W W WW W W W W W WW W WW WW MAXIMUM DRAINAGE AREA [tom SUM: 1000-102-01-33.3 GRADE LUMBER, W W W W W W W W W W W W W W W W 1/2 ACRE / 100 LINEAR FEET , W W W W Mechanical Properties Test Method units MARY 3, WIRE MESH ACROSS THROAT SHALL BE A C❑NTINU❑US PIECE 30 INCH W W W WWW WWW W WW W WW W W W W W W � 3 R MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT, WW W W W W W W W W WW W WW W W W W WW SECTION DETAIL o as �, a® '��• 0 Grab Tensile Strength ASTM D 4632 kN Ibs 1.62 365 X 0.89 200IT SHALL BE SHAPED AND SECURELY NAILED TO A 2' x 4' WEIR, Ele77(3) EQUALLY W W W W W W W W W W W ;f //� Grab Tensile Elongation ASTM D 4632 % 24 X 10 SPACED TIES (TYP.) WWW WWWWyy WWWWW yWWWW VWy WW WWWWWW WYWW WWW WWWWWl �._IJ Cna_ Puncture Strength kN Ibs 0.40 90 4. THE WEIR SHALL BE SECURELY NAILED TO 2' x 4' SPACERSLd Mullen Burst Strength kPa (psi) 3097 450 9 INCHES LONG SPACED NO MORE THAN 6 FEET APART, SILT FENCE DETAILS n� Trapezoid Tear Strength kN Ibs 0.51 115 X 0.33 75 co I Uv Resistance % 90 5. THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED �N� Apparent OpeningSze Mm Us std Sieve 0.425 (40BY 2' x 4' ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE , F, O\p dij Q 1 min m� al min ft' 5907 145 INLET AND HELD IN PLACE BY SANDBAGS OR ALTERNATE WEIGHTS. Notes: `L� �,OQ STRAWBALES OR Sec 2.1 SI LTFEN CE MAXIMUM DRAINAGE AREA 1 ACRE 1. INSTALL TREE PROTECTION FENCE AT THE *Note: All Dandy Bags® can be ordered with our optional oil absorbent pillowsAL DRIP LINE OF EXISTING TREES TO REMAIN. Drawing Number NOTE: THE DANDY BAG® WILL BE MANUFACTURED IN THE U.S.A. FROM A wus®®msv� o WOVEN MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: N DETAIL OF INLET SEDIMENT CONTROL DEVICE Curb Drop Inlet Protection Tree Protection Fence 6/08 Soil Stockpiling Silt FenceV. yoL 6 N.T.S. N.T.S. Source: VHB LD_610 N.T.S. Source: N.T.S. Source: Town of Southold SW-01 ��?'��o (,9�� E O r- n 4 Sheet of `��, 18 28 0FEss10NP� Project Number 0 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Longlslond\29305.00 Heritage Cutchogue\cad\Id\Planset\8-29305.00_DT.dwg O V Jd s CONCRETE BRICK & > MORTAR (OR CIRCULAR C.I FRAME WITH SLOTTED COVER OR SOLID CAMPBELL FOUNDRY FRAME PIPE )CHIMNEY WHERE COVER OR AS SHOWN ON PLAN FINISHED GRADE AND COVER NO. 1009 OR CIRCULAR INLET- SEE PLAN 3 CAST IRON INLET LOAM & SEED 2' MAXIMUM UPFA DE FINISHED GRADE o z FRAME & SOLID _ COVER TO GRADE. T I Cl l-" - / \ 1 1/2- - 2" GRADE y - - PRECAST SOLID WALL SHALLOW DOME ADJUST TO GRADE g AMERICAN-MADE C.I. FRAME WITH STONE BACKFILL - - j�l ° ° ° -�- WITH CONC. BRICKS - SLOTTED COVER, CURB INLET FRAME BRICK MAY BE USED TO REINFORCED, 4,000 PSI 11= 3-0" IN., o - III- EQUALIZATION PIPE TO BE WITH MORTAR z X ° ADJUST CURB INLET CAST TRAFFIC BEARING COLLAR TOP OF RINGS ° oo g I=_ 5^ TYP. „ AND GRATE OR SOLID COVER, AS ° ° I- IRON GRATE & FRAME TO CONCRETE SLAB LI=11 ®®� 1� ® rte a I- INSTALLED AS PER PLAN ( ) 24 (4"MIN.-12'"MAX) Half Plan - Dome Top INDICATED ON PLAN. NEENAH, I - - - I- SURFACE ELEVATION A 36" =III 0° V III=1 CAMPBELL, OR APPROVED EQUAL I=i- ----'--'- -'--'- -i I 48» 1=III TION -R - -III= MANUF IDENTIFICATION MAXIMUM OF 12 INCHES. REINFORCED 4,000 PSI ®®® ® ® ® 'µi �_� �..= WRAP DRAINAGE RINGS WITH CAST IN WALL a I I PRECAST CONCRETE GEOTEXTILE FABRIC SUPAC 4NP, DRA TO BE SEEDED �' SLOPES TO VARY �_ _� jlllll g,°° oo INVERT FLOW III�_ �,ITI-II SET 6" ABOVE GRADE. 6» CATCH BASIN :11111 8 ®®® 1 ® ® : I C-I , . - I II MIRAFI 140N OR APPRD. EQUAL _ STANDARD STEPS = ° o WHERE DRYWELLS ARE =1 PRECAST SOLID WALL DOME. s" ¢ >- ° o° o SQ. OR DIA. Rim Detail ® 1s" o.c.-Typ. X -II 00, MID® ® ® it _7 CP III= INSTALLED UNDER PAVEMENT MASONRY SELF-SEALING BUTYL ° 'O- .. ... - 1-- - =1I °o o III= =11 III= I RUBBER CASKET Engineering, Surveying & o . o �. =I1 ° ° ° R= 1 " I Landscape Architecture, PC °° °a o 1�I o o I=1 co tD III o oo g a. o ° o I=111 MIN. 6" WASHED "' I-II ° , ° ®®® ® ® ® _ _ _ ° 2' III= BACKFILL UNDER AND 4'_O" ° III- STONE BEDDING MIN. I~ AROUND DRYWELL WITH OR AS SHOWN STEEL REINFORCED =III=1 Oo , , .,_._._ _.... .. _.-.�.._. _._._. ._._ ___r ,, II=I1 111111 0 o gp MID® ® ® ® i :.. i. ° , o 0 Iii GRANULAR MATERIAL COPOLYMER _ TOP OF RINGS � ' oo III= - 8 ° III CONTAINING LESS THAN 4" z POLYPROPYLENE 0 Motor Parkway III=I �' . 11=1 CURB INLET DETAIL - g _ _ _ _ _ 10 o O o III- EQUALIZATION PIPE TO BE =III 00° ° 111111 15% FINE SAND, SILT AND O STEPS REQUIRED +„I-III i ®®IB ® ® ® L..! ° - o z III I I-_ CAST IRON CURB INLET o ° °o 0 o CLAY SILT AND CLAY Suite 135 J_ ca 8 _ INSTALLED AS PER PLAN. REINFORCED, 4,000 PSI GRADE R =1= o ° ° IIS- ( U - FOR STRUCTURES 0 FE III FLOW GRATE & FRAME. in ?I=11 b° ° o° o -III FRACTION NOT TO EXCEED 11" o w 7 oc°. ° STORAGE INVERT - _ 1=1 TRAFFIC BEARING ®®® ® ® ® µ - o° ° ° III- I N GREATER THAN 4" DEEP Hauppauge, NY 11788 _ -III o 0 II I I= 3' WIDE SAND & GRAVEL COLLAR Notes: CONCRETE SLAB zI-11 ° ° 00 ITI 5%) - SEE NOTE 6 / M w ¢ 3 II O=.o I-� BRICK MAY BE USED TO 0 L 11= / (/) �¢ VOLUME o ° a_ ®®® ® ® ® "� . ° M -11 00 ° 100.88 CF VF °o . . . ALL AROUND. (SEE NOTE 6) --a- ADJUST CURB INLET cnsT w 1-II °a 0 0 ° III _ _ m 631.787.3400 / °° REINFORCED 4,000 PSI o o , 0 °° ° CONCRETE FORMED -I 1. ALL PRECAST STRUCTURES SHALL BE PROVIDED WITH IRON GRATE & FRAME To BOTTOM a =III oa ®®® ® ® ® F.: ; ° ° q,, 1= 0 -III ° i �„ _..._ o - PRECAST CONCRETE 26^ =11 a ° III: • TO CL OF PIPE o , 3 III- BACKFILL UNDER AND AROUND SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SURFACE ELEVATION A OF RINGS - 8 00 -..�-.--..r-- r--..-. CATCH BASIN MAXIMUM OF 12 INCHES. 2" MINIMUM CLEARANCE TO _ ° ;, r. IN. DRYWELL WITH GRANULAR SHRINKAGE, AND SHALL BE DESIGNED FOR HS-20 LOADING. 48" I-II III: z HISTORICAL HIGH GROUNDWATER (SLOPE PER FOOT) -III o 6" _ o °� °o ° °o °° 11-N PER COUNTY RECORDS. 11= ° ° °� _ 0 8°�M 0 IIIII_ MATERIAL CONTAINING LESS ++ ++ z d r- o 0 2 MIN. FROM 5'-0" 111 0 0 ° ° °� III .� MANHOLE TYPE A MONOLITHIC BASE ;n =III I THAN 15% FINE SAND, SILT AND ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST To 20'-o" =I- °� °o °0 DIAMETER ° 0�°>G°o - �- CURRENT EXISTING GW I= g°o° I_.., ° II=I 6" I_-III OUTSIDE DIAM R z _ °. ° ° o CLAY (SILT AND CLAY FRACTION STRUCTURES SHALL INCLUDE MANUFACTURER'S } I _ o ° ROUND SER ELEVATION TO BE CONFIRMED ¢ p =1 I °OO°° o ___..,,..,.. . p .o III= °r'^'O. l 11 II III oo sEE°�?LA7P _ - IN FIELD Notes: o 1111111 0 °�° o EX E D 5 TRUCTURES ARE DESIGNED TO ___ _ ____= 1 SHED 111111 NOT TO C E %). CERTIFICATION THAT THE S ° o o III I.. ° °° ° WITHSTAND SAID LOADING. III111111111-III-III- °° °oa°° II-III-III-I -1 MANHOLE RISER SECTION TO BE FURNISHED o° o I1-I FOOTING RINGS REQUIRED -T=III-III=111=1 `o III lIII=111-'" 6' MINIMUM PENETRATION INTO IN 1,2,3 OR 4' HEIGHTS AS REQUIRED. „,. ..._.v .Y.. ° 3":"' ° . 0 III- WHERE UNSUITABLE SOIL MIN. 6" WASHED "-"'-'�I-III- °& `& °0 III-III="'- VIRGIN STRATA OF PERMEABLE Q T- °a ° I o , -I 3. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH SLAB DETAIL STONE BEDDING T-III- 4' (MIN.) 11=III= SAND AND GRAVEL 2. ALL STRUCTURES SHALL BE DESIGNED FOR cn w -III o o _ tt` 0 CONDITIONS ARE ENCOUNTERED. ,1-111=11 - HS-20 LOADING FOR THE COVER O °0 , _ 4 000 PSI 28 DAY STRENGTH CONCRETE. Int-ISI-ISI-III=III=1Tl=III 82 ° ° 1=III= - u= _III ° a o ° o. -j / 26" III_ELEV. 12.0 -III-III-IT_I-III=III-III= °a ° IH1I=III-III-III=-_ 4' DIA. MINIMUM CONNECTION CONDITIONS SHOWN ON THE PLANS. 4. PIPES REINFORCED TRAFFIC °o o ° ° o°o °° o ° - TO UNDERLYING SAND AND =11 �� III=_ PROVIDE V"" KNOCKOUTS FOR PI E WITH 2' MAX oRc Fl o° 00 ° ° v o 0 oa ° ° �, o o / ALL 5 BARS 6'"c. TO c. MAXIMUM . Z CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE '48". 6» BEARING CONCRETE SLAB g ° oa g ° oa oo 00 GRAVEL STRATA J- /� # MANHOLE PIPE ISI o b o° 0, 00 ° I-�I N - 60" NOTE: THICKNESS AND / WITH EXTRA BAR -II °.0 III= ,. JOINTS. REINFORCEMENT FOR SOIL Notes: / / 3" c. TO c. AT OPENING SIZE SIZE PIPE I0 OF I I �O C °0 12' OUTSIDE DIAMETER ° - AND TRAFFIC LOADING BY �/ 00.°. o° 0 ° GROUNDWATER 5. FRAME AND COVER SHALL BE SET IN FULL MORTAR BED, AN ENGINEER 1. ALL PRECAST STRUCTURES SHALL BE PROVIDED WITH SUFFICIENT STEEL REINFORCEMENT A \ / / A DEFLECTION -II 0 0 =III. ADJUST TO GRADE WITH CLAY BRICK AND MORTAR 2 f---60»� FOR TEMPERATURE AND SHRINKAGE, AND SHALL BE DESIGNED FOR HS-20 LOADING. / / I I1=I I II Oo 00..0 ° 00 0 _ _ _ ( 36" MAX. 20' =III-III - I - BRICK COURSES, MIN.; 5 BRICK COURSES, 0' =III=III-III=111=111=III=III=III=III=111=111=111=III=III=11- 6' MINIMUM PENETRATION INTO MAX.)) � 4' DIA. 30"' MAX. 111=III-III=III=III=III=III=III=III=III-III=III=III-1i' STANDARD PRECAST CONCRETE CATCH BASIN 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST STRUCTURES SHALL INCLUDE MANUFACTURER'S '� / L� 75' " -III=III-III-III=III=III-III=III-IiI- VIRGIN STRATA OF PERMEABLE CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO WITHSTAND SAID LOADING. \ v / 24"" MAX. SAND AND GRAVEL. 6 NATIVE MATERIAL BE CS BE USED BA COLLAR ENGMATERIAL IF (4'X4' - TYPICAL) (5 FEET TO 20 FEET IN DEPTH) �y'C \\ \ 48"' MAX. 10' R. 3. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI / 28 DAY STRENGTH CONCRETE. /`C \ 42"" MAX. 40' 7. CONTRACTOR SHALL PROVIDE NECESSARY PROTECTION FOR 4. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE 5" DIA. 36" MAX. 75, ADJACENT PROPERTIES AND UTILITIES DURING EXCAVATION 30" MAX. OF DIFFUSION WELLS. 5. FRAME AND COVER SHALL BE SET IN FULL MORTAR BED, ADJUST TO GRADE WITH 54"" MAX. 30' CLAY BRICK AND MORTAR (2 BRICK COURSES, MIN.; 5 BRICK COURSES, MAX.) 6' DIA. 48"" MAX. 50' Half Profile/Half Section 6. NATIVE MATERIAL TO BE USED AS COLLAR MATERIAL IF DETERMINED TO BE SUITABLE BY THE ENGINEER. 42"" MAX. 70' SLAB PLAN Precast Diffusion Well - 12-foot Dia. (DW) 9/06 Standard Precast Concrete Catch Basin Precast Storm Water Drainage Drywell (DW) 7/12 Storm Drainage Manhole N.T.S. Source: VHB REV DRYWELL N.T.S. Source: Town of Southold SW-04 N.T.S. Source: VHB LD_ N.T.S. Source: VHB Item: 102-MH DIAMETER CONNECTOR SECTION - 1_ I = PAVED AREA LANDSCAPED AREA REINFORCED SAWCUT EXISTING SEE APPLICABLE B EDGE TRENCHNT 2' BEYOND PAVEMENT SECTIONS INTERGRATED DUCTILE FOR PAVEMENT IRON FRAM & GRATE RESTORATION (TYP.) J � FRONT VIEW 24"" DIA. O.D. + 2" MAX 24"" 0 PVC INLINE DRAIN SEE OTE AS MANUFACTURED BY NYOPLAST OR EQUAL °Ooo°o�o0 . �\ L PAVEMENT SUBGRADE REDUCER SOILS WITHIN 9" OF 12"" 0 PVC PIPE TO BE (AS REQUIRED) PAVEMENT SUBGRADE CUT AS NECESSARY TO COMPACTED TO 95% W '� ACHIEVE PROPOSED GRADE OF MAXIMUM DENSITY w BACKFILL ABOVE SPRINGLINE PER AASHTO T-99 z TO BE PLACED IN 12"' LIFTS SOILS IN EXCESS OF NN TOP VIEW 9"" BELOW PAVEMENT w 12"" X 12" PVC TEE CAP END OF PIPE SUB-BASE COMPACTED a OR AS REQUIRED WHERE REQUIRED TO 909 AASHTO T-99 I::.• 1' :.:.`:'. SPRINGLINE I- - D BACKFILL PLACED IN 6" s;, s,;,_ LIFTS ON BOTH SIDES -'s'; k� �,;;t OF PIPE UP TO CONCRETE TOE SPRINGLINE ELEVATION \\%\\/\\ 6" BEDDING (CLASS 1,11 OR III) SIDE VIEW 6"" COMPACTED SAND IS ENCOUNTERED DURING ERE UNSUITABLE MATERIAL & GRAVEL BEDDING EXCAVATION OF TRENCH PIPE DIAMETER,in(mm) Diameter 12 15 18 24 30 36 Notes: in mm (300) (375) (450) (600) (750) (900) A 6.5 6.5 7.5 7.5 7.5 7.5 CLASS I, 11, OR III COMPACTED BACKFILL MATERIAL REQUIRED IN ALL PIPE ZONES, in mm (165) (165) 191) (191) (191) (191) PER SUFFOLK COUNTY DHS STANDARDS. B(max) 10.0 10.0 15.0 18.0 22.0 25.0 in mm (254) (254) (381) (475) (559) (635) IF DEPTH OF TRENCH EXCEEDS 5', THE CONTRACTOR MUST PROVIDE SHEETING AND H 6.5 6.5 6.5 6.5 8.6 8.6 BRACING OR A SHEETING BOX IN ACCORDANCE WITH OSHA REGULATION AS AN in(mm) (165) (165) (165) (165) (218) (218) ALTERNATIVE, IF PERMITTED BY THE ENGINEER, THE TRENCH WALLS MAY BE CUT L 25.0 25.0 32.0 36.0 58.0 58.0 BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL, in(mm) (635) (635) (813) (914) (1473) (1473) WHICHEVER IS GREATER. VU 29.0 29.0 35.0 45.0 63.0 63.0 in mm (737) (737) (889) (1143) (1600) (1600) WHERE PIPE IS INSTALLED WITH LESS THAN 3' OF COVER, ALL BACKFILL MATERIAL THROUGH THE PIPE ZONE IS TO BE CLASS I MATERIAL. Flared End Section Area Drain Detail 7/12 Pipe Trench N.T.S. Source: ADS 1-53 N.T.S. Source: VHB LD_ N.T.S. Source: VHS REV Harvest Pointe at Cutchogue Cutchogue, New York Town of Southold •L W a> No. Revision Date Appvd. v' 15 REMOVE LIGHTS/TURTLE CROSSING 8/30/17 AVL J D_ 14 DHS COMMENTS 8/23/17 AVL 0) 13 TOWN/SCDHS REVISIONS 7/28/17 AVL r7 iD �t 12 TOWN REVISIONS 6/14/17 AVL 11 SCDH REVISIONS 4/22/17 AVL 0 N 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL Designed by Checked by L I E Issued for Date July 10, 2015 co SCTM: 1000-102-01-33.3 0 G O _o D �b w n n n o C F- `=J ,�•� - - - N � C w 0- . w CL r Drawing Number APPROVED BY IN ETANNING rOACD TOWN OF SOUT�'tOLD � o � C = 790 DATA Z ( , -� m f l W Sheet of o ` , j oA 8611 19 28 Q ROFES S10NP 4 Project Number 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Long|s|ond\29305i00 Heritage Cutohoguo\nod\/d\P|onoet\8_29305.00_DT.dwg � . ' Table Of Dimensions PAVED AREA SEE APPLICABLE EDO'OS8['Dg, SUNeV'Dg & PAVEMENT SECTION LANDSCAPED AREA Bends Landscape Architecture, PF COMMON FILL/ | 1OOK�OtO� ��F�^ �y FINISHED GRADE COMPACTED � �-- ~~ Parkway L-_- B C D FSuite 135 `` ~^ `~' | A8UD�8U{]G, [��/ ��A� � I ��7� / �� ' ' ' ~ ~~ UTILITY PIPE ��T^7�7_��DO PER PLAN OR AS �� `° `-UN0STURBED--/ DETERMINED BY ENGINEER 1-1/4" X STEEL > TREATMENT- ��VARIES SOIL STRAP SHAPED ' Plan Section 1-1 -_------__-' VALVE ADJUSTABLE CURB BOX ENE b 0 ][able Of Dimensions FILM WATER PIPE 1 19 0 0 0 No. COMPLETE OR APPROVED 0 00 1^ WATER SERVICE � PIPE (PVC) �� ' ' CURB STOP MUELLER 1�2O4 �� ~ OR APPROVED EQUAL DIA. BAR TOP 3" THREADED PEDHAUN[HlNG ' `- v\ �/ �� =CONCRETE ANCHOR 45* ELBOWS [- BLOCK ^ � ^--[O�NPA[TED v`' �`-UND|STURBED--'' CORPORATION STOP MUELLER ��w«�� =----�r SUDGKADE SOIL H-15000 OR APPROVED EQUAL WATER MAIN DROP CROSSING LOCATIONS TO BE DETERMINED IN �� u8 �-� WITH APAC FULL BUOY FIELD BY ENGINEER. ----------- | SUPPORT INSERT SERVICE | SADDLE/107 NOTES WATER MA|N _� 1. VVHEREUTI�TYTRENCHES ARE CONSTRUCTED THROUGH DETENTION BASIN BERK4GOROTHER SUCH 5PE[D\LSE[T[ON� 1' PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE PLACE TRENCH DA[KRLLVV�H ��ATE0AL3SIMILAR TOTHE KALVES, AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR Note: SpE[g\LSECTION REQUIREK4ENT3. TEES) PROVIDE ANCHOR RODS `TVER�CAL BENDS AND GATE VALVES. a USEK4ETAL�[TRA[NG/VYARNONGTAPEOVERALLPlPE3 1. ALL WATER LINES SHALL BE INSTALLED � ^ . AT THE LINES AND GRADES SHOWN ON 2' CONCRETE SHALL NOT BE PLACED AGAINST p|pE BEYOND THE PLANS. FITTING. 3. CONCRETE SHALL BE 3000 PSI-TYPE I. Water Service ��et��"D Valve Al�c�"��D� Detail 11/15 ��teD^ ��"]� ��D^�� Crossing � " Detail Utility Trench N.T.S. N.T.S. V*o N.T.S. 1/16 ~-~~r~'t~' Thrust Block- 10/70 . . . N.T.S.y0T� Source: \/HB LD-300 N.T.S. Source: VH . _ . o Lo_260 7'-0' MUNICIPAL STANDARD HYDRANT 4'-5" 30" x 36" OPENING IN BILCO DOOR SHOWN STEPS TOP SECTION (LOOKING CONCRETE COLLAR IN OPEN POSITION HINGE DOWN & SHOWING STEPS) TO BE POURED WITH (Q3-AL OR EQUIV.) CONCRETE COLLAR TO FACE ROAD. TO BE CENTERED IN TOP SLAB TO BE POURED 53" TOP CONCRETE SECTION NTH TOP SLAB FINISH GRADE lo�l DOOR IN OPEN POSITION FINISHED GRADE FACE OF (HINGED THIS SIDE) 7'0 W N 0 Er SO U'r H OT�D CURBING 3' TYPICAL (SEE NOTE 2) DETAIL OF VALVE 2' CLEAR GATE -V- WITHBOX OPENING O.C.ADJUSTABLE RISER, 0_J UJ 1 VERT. ASPHALT ASPHALT P��. M� . SURFACE :)z SURFACE � ~� FINISH 00 � FINISH 1- CLEAR (MIN.) CPADC GRADE I SEE VAULT & BY-PASS to w G NOTES 3.4`7 8c 10 7-7 LIFTING HANDLES -/ \ ^--------' #5 BARS - -� �°�-°+ z------ L_��1 / O'' OC � � ``^ COMPACTED '71 BACKFILL— / �C. / �,~_°� -._F0O�NG \ FOOTING (BOTH YY�Y3\ \ , _ ' / \_6" SQUARE THRUST BLOCK - MIN. 7/8'' ALUW. STEP-ALCOA #1SO27B -� COARSE GRAVEL FILL WINDOW OPENING 91. CONCRETIE NOT BLOCK DRAIN.— T»1�D ��Q �1"� (APPROX. 1^ - 1 1/2^ |N S|Z[\ � Plan -9 28 DAYS 6" DIA. PIPE Elevation ' ' ' COXXtRCIAL CUPB RESIDENTIAL CURN TEE— Vault and By-Pass Piping Notes: Non-Traffic Area Only As Viewed From Street 1. VAULT, VAULT PIPING AND BY-PASS TO BE INSTALLED BY SITE WORK CONTRACTOR AS SHOWN. E TYPICAL VAULT AND BY-PASS PIPING.) . UNDISTURBED 2. ALL MECHANICAL JOINT BENDS AND FITTINGS MUST BE RETAINED VN ��-��l�&� \\—MECHANICAL----/ x/n OR RETA|N|N� �LAND�. TH�EADED RODDING AND SUFFICIENT BLOCKING. ��"�m�m�� Approval ��--�� WPACTED 3. ALL PIPING MUST BE DUCTILE IRON CLASS 52 PIPING. ' /» /�� -- PROVIDE 10" S |pERL 80 777 FA, �BANK�ENT 4. INLET AND OUTLET VALVES, PLUS p|P|N� BETWEEN - LVES, MUST EQUAL SIZE �u |Yp ) FROM `' .`',v^,'','� .^,^« OF METER. IF REDUCTION IS REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR DISTRICT CONCRETE / --- SUPPLYING ADEQUATE SPACE SAVER FLANGES T0 ACCOMMODATE METER. CONNEC�0NS\ THRUST BLOCK -�' METER SIZE IS TO BE DETERMINED BY THE SUFFOLK COUNTY WATER '- |N | | ' \ AUTHORITY. ------ OUTLET SIDE `-'COMPACTED CRUSHED STONE / �UBQRADE (�|N yb C ~��-/ 5' ALL VALVES TO OPEN COUNTERCLOCKWISE CHT HANDED VALVES). ~ N. C.Y.) G. BY-PASS PIPING CAN BE ON EITHER SIDE OF VAULT DEPENDING OFIELD CONDITIONS AND FIRE LINE LOCATION. ^�o«e», 7. INLET AND OUTLET VALVES TO BE IN LINE WITH EACH OTHER AND AT THE � COUCFETE 1. CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON SAME ELEVATION AS WINDOWS IN VAULT. IN ADDITION, p|p|NG MUST BE 9 28 DAYS UNDISTURBED EARTH AS SHOWN USE CLAMPS AND TIE RODS OR OTHER CENTERED THROUGH EIGHTEEN (18^ INCH SQUARE WINDOW. ACCEPTABLE METHOD OF JOINT RESTRAINT E3TRA|NT VVHERE SOIL CONDITIONS 8' FIRE LINE TO BE INSTALLED ON OPPOSITE SIDE OF METER BY VAULT BY-PASS. PROHIBIT THE UDE OF THRUST BLOCKS. 9' AFTER INSTALLING p|p|NG THROUGH METER VAULT, THE CONTRACTOR IS 1O'' NRS GATE -- REQUIRED TO BRICK UP AND CEMENT BOTH WINDOWS OF VAULT. VALVE (3 TYP.1 TrepArtd and Approved By 2 HYDRANT |N SIDEWALK AREAS TO BE LOCATED TO PROVIDE W|N|WU� CLEAR ^ ' -/ . 1O QO^ BEND SIDEWALK PASSAGE WIDTH OF J FEET AT HYDRANT. Hydrant Construction Vault ��8�� By-Pass Y4.T.8. Snurne: VH8 nsv Lo_2oo Notes: N.T.S. Source: SCWA TYPE ^C^ MOUNTABLE CURB SHALL BE WITHIN THE TOWN OF SOUTH0LD RIGHTS OF WAY e'-4'' OUTLET SIDE uwc vwmE == ' �omnwAL o/Ao. � Harvest ��°�� 8" MIN z a' ecoAnrmer�. Q-��n vx �� Pointe �w8" SLAM LOCK �� N_ �_NN �~N�� d� INLET SIDE � � �� AomnnwAL �� *^m mn.��w�~ | nsaAn oo� c/WrYp. � ' �~ � KLU VINYL GRIP �~utch��e' K�� York | ~~ - _ ��o��n ��f S��uth��U�� m* �� * on .� APPno�o �m/L �s ��m ".u.0 nu /um^//� -^ mno o�mU HOLD 0 mu n��o" �� \__ zs REMOVE us��uR�c��ws 8a0� �L "' TYPICAL on"Aon `` `---scs worc n * �� (SEE wmuru�po�x|U o/��u //� x�um/nu� ��»mmEL �� w�� m DHS COMMENTS uu3ur m« 6� ' �----�---- W/ � rc000 wnocL onnn 10~ 13 rmw�sconSxEm�ows �o�ur Av� � /' Ar (rn" OF ^V n�� ALow/wuu Acncss _/ zz TOWN REVISIONS o��z Av� o HATCH no BE CAST INTO N rnp sLwo u zz sco*nEm�owo �o2yzr wv� PATTERN PLATECOVER - 20' MINIMUM AND SLAM LOCK OR APPROVED EQUAL DIMENSIONS) PRECAST RPZ MANHOLE 05 ncoAeC 12' D.C. c/wTop &------/' DIA. N zo xsmssnpHAowoPLAN PER TOWN *a/1r AVL � LONG ISLAND #o nsaAn 0n^ O.C. s/* nor C` - NUUS--' '`�'`^ -0 o EQUAL "'" '' " ""'`''E: CONTINUOUS^ E' "',' Designed- - -' "'=°="' ALL DEBRIS GASKETa) HINGES W/ STAINLESS � COTO METER TO TOE OF VAULT .�K��0��D��D�� Issued- -Dat' � �gYw ��, ��S . � � ' ~ ° W 0 �� 1000-102-01-33.3�� m�� " ��"� U U�K ��L�� K��o�� JK��8: ' ° ° u' ` 1' TH|3 DENCE k�U3T BE P��TECTED A�A|N8T FREEZ|N�. °�+� ��' SUPPORT PLATE BE WELDED TO FRAME SCREENED 2. TEST COCKS MUST BE POSITIONED T{} FACILITATE TESTING /30^ io u==�� W|N|K�UW CLEARANCE). _z '' m J. ALL CONNECTIONS TS, HOSE BIBS, IRRIGATION ETC. MUST BE ro o�ruu*r u INSTALLED AFTER (DOWNSTREAM) OF DEVICE. LIFTING MECHANISM �/ REINFORCED -/ 1�' ��- < w' Aa»«c en»os 4, DRA|N�3l CANNOT ^ E SUBJECT ' FLOODING AND MUST HAVE COMPOSITE TUBES �� LECT�OCOATED 1-1 /2^ DRAIN COUPLING �« 00 - | | DRAIN(S) - - COMPRESSION SPRINGS �j EXTERIOR SCREEN(S). \ �� L_J ` /' \ l_U ��T ams 'r(��x*� 5' DRAIN PIPE SHOULD BE SIZED ACCORDING TO MANUFACTURES `- TO DISPOSAL OR _ r» mmur/ FL{}VV CURVES T{} DETERMINE MAXIMUM DISCHARGE RATES. DRY WELL ~ Lncucr vxmc� ��----- 8 DEVICE MUST BE ADEQUATELY SUPPORTED TO PREVENT 15I^ Drawing Number �� D=~===� �sucwoc/ ' v ,o N LATERAL MOVEMENT. DEVICES 2^ OR LARGER MUST BE ,� SUPPORTED TO FLOOR WITH PIPE 3TANll(}NS. OV- IN IF 19 AIM - ��,�1�� 7 ENCLOSURE MUST HAVE WEEP HOLES FOR DRAINAGE. � PROFILE�� ' . a x�°r � SUPPORTS MUST BE PLACED WHERE THEY WILL NOT OBSTRUCT 1 SEE SEPARATE WATER/SEWER DETAILS FOR ' Lm8 * 0us��n vwuo ' THE FUNCT|DN (}R ACCES8 TD REL|EF VALVE SPECIFIC RPZ AND WATER MAIN DESIGN ' � INFORMATION. S. DEVICES MUST HAVE USC FOUNDATION OF CROSS CONNECTION m APPROVAL' U�N�� 7�� * �7 D� 1O DEVICES MUST �� TESTED ANNUALLY. '' Meter ��DD ' �� --- �o.m � -� �n�� v�� u Vault � - --'�--- -'--' �� '�~ '�~ '^`'`~'`�^ '' �� LU � - -- -- 12/14 11' ACCESS LADDER TO BE PROVIDED. ��V� J�V�V�� '��m�� 4/07 �� DETAIL �� = N.T.S. Source: SC�� / FEB�0 12 CONCRETE SLAB TO BE SIZED ACCORDING T� kXANUFACTURE�'8 VAULT �� u��^, ��u�� 4/U7 °-= "-`^ � ' N.T.S. Source: B|LCO LD RECOMMENDATION. ' ' ' ' - N.T.S. Source: VHB LD 110 08 96 � 13. FULL OPENING HATCH TO ENCOMPASS �ENTE�L|NE OF DEV|�E. - Project Number 29305^00 �^��U�� '� CIO �� | �'��U�� Reference"=� �� '�� \vhb\proj\Longlsland\29305.00 Heritage Cutchogue\cad\Id\Planset\8_29305.00-DT.dwg O U s STOPPER OR END PLUG SUITABLE COVER TO GRADE FULL PENETRATING PICK HOLE 8"x6• 'Y" TYPICAL SIZE CLEANOUT - SEE ( REQ'D 180' APART LETTERING SEPARATE DETAIL ON PERIMETER 1 3/4" HIGH A A FOUNDATION WALL RAISED 1/4- SEWER PIPE I k FOOTING a a MIN' qF PARTE ON0'PERIMETER45' ELBOWS _ _ A A PLAN ANGLE VARIABLE � COVED BUILDIN Engineering, Surveying & MANHOLE F.F. EL.-31.45HEAVY DUTY, Landscape Architecture, PC GRADE 200% AND LOCCKIG CASTR RONT"Y" BRANCH Op® 6"0 SDR-35 ® 2.0' MIN. 1OO MOtOr ParkWaASSEMBLY SEE NO�s) BUILDING WALL A CAST IRONS FRAMENG TYPE *F"AND COALTERNATE "A11 COVERS TO GRADE X w Y MtN. (TO BE WATER TIGHT AND __ I_ INSECT PROOF). COVER PROPOSED BEARIINGN. TTOPFFISLAB -III CLEAN OUT FI 19 On FI .19 nnN� Suite la 5 NY 11788 A N I T AR CIRCULAR RAISED STOPPER OR END PLUG (SEE DETAIL, SUITABLE COVER Hauppauge, (" OR 6" DIA. 18' CIRCULAR MAIN OR TO GRADE THIS SHEET) 1 CV a SEE PLANS 2.5' RIB PATTERN 631.787.3400 O STORM DRAIN CAST IRON BUILDING SEWER MAX. 2' AX. LINE THROUGH WALL 8" MIN. TRAFFIC BEARING M>� 18' (ADAPTER AS REQUESTED - TO MEET AASHTO-H20 Z SEE PLUMBING PLANS) MACHINED MIN. MIN. NLET '� FLOW i�1- INVERT LINE '-� • OUTLET OUT TO HYDRO ff�� NON-ROCK =28.65• ACTION UNIT PLAN SEATS a NVERT DR-18 O 2.00% STEPS ARE TO BE COPOLYMER SEWER PIPE LU =28.15 SEE 'Y' BRANCH ASSEMBLY MIN. GRADE (SEE NOTES) POLYPROPYLENE COATED Y2" 'A' = 27 3/4' KITCHEN WASTE ]n STEEL BARS AT 12" O.C. 5" WALL INVERT =29.45 z SEWER TRUNK LINE ALTERNATE CONNECTION FOR SANITARY WATER CROSSING (IF REQ'D) 'B' = 26' 'G' = 1 3/8' a SEE SANITARY DETAIL OINT SEALANT TO BE 1/8' CLEARANCE 'C' = 25 3/4' 1" BUTYL RUBBER FOR ALL JOINTS. 30' ELBOW 80 CONCRETE INVERT FORMED TO PROVIDE NON-SHRINKING U LlT MAST JOINT SEALANT. REINFORCING RIBS ,H, = 8, MIN. SECTION A-A AT LEAST THREE QUARTERS OF 6"0MIN SDR-35 ® 2.0% Note: THE SIAMETER OF THE PIPE 'D' = 24' �FI ;9 Ann 1. WHERE SERVICE CONNECTIONS PASS ABOVE WATER MAINS OR STORM DRAINS WITH CAST IN PLACE FLEXIBLE 18" SEPARATION, PIPE AND FITTINGS TO BE DR-18 PVC PRESSURE PIPE. STAINLESSLs EL STRAPS OR VE WITH 'E' = 32' 60' WYE FLEXIBLE RUBBER BOOT 2. WHERE SERVICE CONNECTIONS PASS ABOVE WATER MAINS OR STORM DRAINS WITH NOTES: 'F' = 39' ALTERNATE "B" LESS THAN 18" SEPARATION, PIPE AND FITTINGS TO BE CAST IRON. 1. ALL MANHOLES SECTIONS SHALL CONFORM TO A.S.T.M. C-478, LATEST REVISION 3. WHERE SERVICE CONNECTIONS PASS BELOW WATER MAINS OR STORM DRAINS WITH STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE M.H. SECTIONS. Neenah 1559-2000 frame with a 1556 cover, or 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1, 2, 3, OR 4' HEIGHTS, AS Campbell 1203 frame with a 1009 cover 18" SEPARATION, PIPE AND FITTINGS TO BE DR-18. REQUIRED. Notes: 3. LOADING TO CONFORM TO AASHTO H-20 LOADING. NOTES: 1• USENCAMPBELL FOUN ARYTIGHT 1502IS RFRAME AND NOTES 4. WHERE SERVICE CONNECTIONS PASS BELOW WATER MAINS OR STORM DRAINS WITH 4. ALL CONCRETE IS TO MEET 4,000 PSI AT 28 DAY SET. COVER ON AN ECCENTRIC MANHOLE CONE 1. CLEANOUT(S) LOCATED IN TRAFFIC AREAS SHALL BE PROVIDED WITH TRAFFIC LESS THAN 18" SEPARATION, PIPE AND FITTINGS TO BE DR-18 PVC PRESSURE SECTION WITH A 24" DIA OPENING. BEARING FRAME AND COVER. 1. ALL DOMES AND COVERS TO MEET AASHTO H-20 PIPE. 5. OUTLET PIPE TO BE SET 0.1 MINIMUM BELOW INLET PIPES. 2. COVER To BE HEAVY DUTY AND LOCKING 2. IN ALL VIEWS, ALTERNATE -A" IS FOR BENDS AND ALTERNATE "B" IS FOR USE LOADING REQUIREMENTS. 6. THE MAXIMUM CHANGE IN ELEVATION BETWEEN INLET AND OUTLET INVERT(S) CAST IRON TO GRADE. WITH BUILDING EXTENSION/CONNECTION. SHALL BE NO GREATER THAN 2 FEET. Sewer Service Connection 7/12 Typical Access/Junction Manhole 6/10 Standard Cast Iron MH Cover Detail 3/05 Typical Cleanout Grease Trap Detail N.T.S. Source: VHB LD_ N.T.S. Source: SCDHS - Wastewater Management Figure 9 N.T.S. Source: VHB LD-N/A N.T.S. Source: SCDHS - Wastewater Management Figure 13 N.T.S. Source: SCDHS - Wastewater Management Figure 13 tr1 IAL CAP OR " v /�• _ ckLv car• PLC CONTROL PANEL t Z' a W/ HP80 COMPRESSOR 4" X 6" TiTATr?"1 Ww'ER TOP OF METES p-t 1/2" 1-7j 3/�-1f• tjrk�w STAIri1 ..ss ' � s r cr rAIV. CHANNEL r• j nc� T.,, A')D 5/4- 0,0$.a , STEEL HEX HEAD BOLT BLOWER HEAVY DUTY AND LOCKING CAST Fp E' +`" P<3TE2 aa% a ("1r W/44rAatiER (2) IRON COVER TO GRADE I-_ - -I I ° - t. �.. SOH. =0 GALv. +"� TkA.t4^r:: MC? i O MATER E'ICLCSu=a Tr: I A`a<.+/UR ^STEEL PIPE r .... ° Inlet ----- Outlet " SOLID PRECAST PASTEN D V I STaIt;LESS RAN- -'ME L'- O" h,!�x F («t'F i::'F"". n+{'rP.) Z. CONTROL PANEL AND AIR CONCRETE DOME `TEL,- fP CALVANIZIL, LA A"?%t?P I 4' O" h 6-, M rE� eA,i J.3" C' _ + sH Et, T 111E: aEitt<..T * N;,te: For sAt-con .,nF �- 7 Cys ir��1 PUMP IN POLYETHYLENE 2.5' I rneter,-, min. he•ght GALV. U-Br"..T -- (H) 1' MINIMUM LOL.hl:F m� be 3'-O" L:.^:r4 F OF `;TPAP{T'Y'rs :. 'I 2'r 13 • o \ o ! ENCLOSURE ON PRECAST MAX. Y } •' ':-•' / „ ( ) CONCRETE PAD FINISHED GRADE 2' MAXIMUM 5/ X 6- 11 tEPTEP. LUMPF ( trm; X 4 (102) C,-'OSS o BRACE RACE (T-( - " �- �1 t l 12" DIA COr!: c PULL SLOT I_- W,/ r,°,Ar EF,(Ti P.) �"i{ �I r..-,5 COI" SKID a ! ,- E - RESISTANT SURFACE \\777- FOR' 20 rtua,ur, r ttli,.t r' � . INLET MIN. 4" DIAMETER SDR 35 PiN-;HEr: r'A-L .' r.. Sr=LD CrA = PROVIDE 24" X 36" - EXISTING GROUND a PVC PIPE. PITCHED ,' w F i f 3 MIN:' a �: I j i 1 HUBBELL QUAZITE PG 1/8" / 1 a �': ;'`` g STYLE POLYMER raj\a/ora a�� -AIR HOSE AND ELECTRICAL ® ® ® ®®® COLLAR ,r A,,;. ' ,` W•I \`' �::; I�` -> , w.f �'` CONCRETE ASSEMBLY PLC CONTROL PANEL / �.' WITH AIR PUMP. MAYBE HS-20 LOAD RATED BOLTED 2 SUPPLY TO TREATMENT UNIT _ "` `! t?If:. !` l / i �`` ` '` (OR APPROVED EQUAL) ' MOUNTED ON UNIT OR CAST IRON COVER. MAXIMUM L €€ 1 REMOTELY. OF 3' OF EXTENSION COLLARS ' �� - ----- MAYBE USE TO BRING ® ® ® ®®® LL ' 3:: t .-- CASTING TO GRADE. I ( '°". -- PROVIDE 2' VENT PIPE FROM _ ® ® ® ®®® Z Ur:CEPOR:Ur:D SFPW"EJ ( UIJrER>RO 1r + SEF.'JIrE /w r 2 W rc SH f f FlC C Et;T-,,AgJ,'E CONDUOTOPS S P,J P',r" {? I {" UNIT IN ACCORDANCE WITH m E:T^a;a. C4'aD_fvTeks L _ U. (SEE NO-E P CffNC`II. (SEE t10TE a'} C > t ?JI.'L31e f11':. 71� ) SCDHS STANDARDS; VENT TO COLLAR MATERIAL " Q• : to ) ✓- o - --- - - - - BE DAYLIGHTED ADJACENT TO BUTLY RUBBER GASKET w cV - CONTROL PANEL OF AS BANKRUN COLLAR ® ® ® ®®® { CC 1 I -�• r t t L rle f RUBBER PIPE CONNECTOR APPROVED BY ENGINEER (0.3 MM TO 1/2") ALTLCtiI` A E' NE'S!Gr`1 SITAR DARD DESK l LkFalh�G �- CLEAN MEDIUM TO ,:M ® ® l� ED®® > o BOLT ('4) r COARSE SAND AND a Inlet Outlet R" i^'+ TAI C " GRAVEL WITH - FRAME N IAATIiONS ARE RESTRICTF ,NOT F:.RMIT FD PY SOVE 1 UNIFORMITY c� ' ` ' ® ® ® ®®® w MI_IN'CIPALITIES. CHEC'l; LOCAL CODES PRIOR TO INSTALIUMON (13) COEFFICIENTS OF Q= ® ® ® ®®® o X SCDHS Approval NOTES: 4.0 OR LESS cv� z �• a jtT `?_ (51H k.1. PROVIDE GFI OUTLETS ON BUILDINGS ADJACENT TO i Q ® ® ® ®®® 1. CO^'C'ETE FILLCG PROTECTtCN ESLLAP,S SHALL [E NP -TALLED WHEN INSTa�LAT:Oid I- I'N' {.r � � 511 CONTROL PANELS. . PG BO < 2. ALL CONTROL PANELS TO BE LOCKING. _ . .W ... T,i,- `viciw ,,Jli1^ or 'v:-7l'C'L!LAP Tr�ArfF]%. F+ LLAT � <'HA:1 1-'i F' �"EC A M:1IdvI;t.1 OF 4' FPot.1 ' 3. COVERS TO BE LOCKING CAST IRON COVERS IN ® ED ® ®EDID T-1E CABINET AND `✓"ALLG BE PAIWED F�UOPESCENT tE'LLOW, E:CLLARDS SHALL EE :GNSTPUGTED � a``--LIFTIV�, BOLT (4) ACCORDANCE WITH SCDHS. FF":),' A M NI'JUM O+" 3.. OUT'�T)F D`At.4 TER SCIt''iNULF 40 GAi.VA"Jt,:C PIPE, SHALL PF SPA<..E_ 2X � (102) X 4 (102) _. a M 4. VENTS SHALL BE PLACED ON THE EXTERIOR OF THE :4'• cfN C[NTFRS AND SFt.4 L BF A ►'I`lthr'.'J OF 3` HICtI. _ I 3'-0" MIN • . MOL3SEHOLES (PG24368B only) BUILDING 3 FT TO WINDOWS OR DOOR OPENINGS GROUND WATER 2 Ct1R SELF-CONIAtNED t.t'_TEP ENCLOSURE:, 2' Rinn. GALVAN12ED STEEL PIPE WITH AFPROPWATELY S�ZED AND TERMINATE AT 18 INCHES ABOVE GRADE WITH / TO GROUNDWATER CHANNEL AND CO"Jr-'RFTE P.AS.E t4'AY PE USED IN FFLACL O:- 4' PIPE GESIGr ; 4' X A" I1 EAIED LUMBER MA* A CARBON FILTER. _ BE USED IN PLACE OF 4" X 6" POST DESIGN. USE OF PLY'AICOD FOR EC.'U;PVENT INs7ALL4TIO°J IS NOT PERtA7TED, _ 3. RIGID W-AMC CONDUIT (RMC) ATI_ F::G'D Ilk -I%'7AI.LIC COND;,G, (RNC) (S+CHH 40 OR 80 f?ESFCCT:VCtY• Notes' is A`�> RrQV1PEI+), APE Af;Puvi.D F:t'. P LOW GRADE USF E {"T ;C: M-TAI.LIw Ii. It (FVI) AND 11,1TF ,fE=,1.1r1 1. CONTRACTOR TO PROVIDE NEMA 4X JUNCTION BOX FOR PUMP FLOAT SPLICES IN j C C A S T A L PIPELINE . = I `'+ '` N AND HOLE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE 1Q�. 41LT :.Lt COlIN.IT (IMC) ARF, NC'T APPi, /Err:= FCR BEi..C'w .,-ACC I: �TA.t.A.Ti^iJ (631)369-4000 PRODUCTS CORP. c ._� }r ELECTRIC H 4. FOR ADDITIONAL 7RA';S S CARNET PECMIR[ME';T. SEE DRAWINC-S D 3 � D s Fr:P ADC1 TI0%'AL ENGINEER. -- P.O. Box 575, 55 Twomey Ave. , Calverton NY 11933 2 WITH OPEN BOTTOM OR WITH • CT CAD`NCT V,`tTli Rc'tadUTE A/rfFF' S�fCi.E' Rr:CIUtF.Ct.Ar;.!'s SCE C1t�.',�:ti'1:N.`x D;1C °: 1:'31. r!`ECa' WITH LOCAL tf`: rIICIK AUT f FOR AN* Sl E IA'_ CIJ N_t1E vT4 E-EFOPE 1 STALUNC, MEIERItV_ �,rr, Rprrif nn; • �` I-� , .r .. � � ", I, . CONTRACTOR SHALL INSTALL 42" DEEP HAND HOLE ` PRECAST CONCRETE - WEEP HOLES TO ALLOW DRAINAGE OF ANY WATER. MONOLITHIC TANK HS-20 Project: COLLAR TO PENETRATE A MINIMUM Er I_II MktdT ON H-F:r.taE• ' A":� 3. JUNCTION BOX TO BE SET UP OFF BOTTOM OF HAND HOLE. LOAD RATED EARTH COVER:0.50-3.0 FL OF 6'-0" INTO A VIRGIN STRATA 4. CONTRACTOR TO PROVIDE GASKETED HAND HOLE UNIT. •® Contractor: OF SAND AND GRAVEL (RATEABLE 5. HAND HOLES SHALL BE SET FLUSH TO GRADE AND GRADE SHALL BE PITCHED ® H p *IF PIPE ENTERS RINGS THEN NOTE: HYDROACTION AN500-C NITROGEN REDUCTION SYSTEM EFFECTIVE LEACHING DEPTH IS SOIL). AWAY FROM HAND HOLE TO AVOID PONDING ABOVE STRUCTURE. Product: UP TO 4" 24" MIN MEASURED FROM BOTTOM OF POOL METER AND PANEL MATERIALS TO BE FROM PSEG APPROVED MATERIALS ° Precast AN500-C Nitrogen Reduction Unit 6. HAND HOLES SHALL BE SET ON MINIMUM 4" CLEAN STONE BEDDING OR AS WEIGHTS: g 4" TO 7" 30" MAX TO PIPE INVERT. LIST AND INSTALLATION SHALL CONFORM TO THEIR REQUIREMENTS. DIRECTED BY ENGINEER. BASE UNIT: 12,250 LBS. ROOF SLAB: 4,100 LB. scale date dwn.by dwg. no. None 9/26/16 D.O.R. HA-01 R2 Typical Sanitary Leaching Pool PSEG H Frame for Outdoor Mounting of Meter/Panel Electric Hand Hole Detail N.T.S. Source: SCDHS - Wastewater Management Figure7 N.T.S. Source: PSEG N.T.S. Source: Hubbell/VHB Specifications 1. Concrete-5000 psi @ 28 Days q* 68"Diameter 4" �4'1"Diameter _q" 4ea Addit.#5 Bars E.S..Opg.(Typ.) Zea Addit.#5 Bars Welded Wire Mesh 2. Rebar-ASTM A-615 Grade 60 _ As=0.12 sq-intlf Typ. 3. Welded Wire Mesh-ASTM A-1064 B 1 W 1 NOTE:ALL MOTORS ` --- - / '✓ = -- 4. Joint Sear-1"Sq.Setf Sealing MUST HAVE INTERNAL A mow__,-.•.... s A M a p Butyl Rubber Gasket Equal LR1-Q1 PUMP/COMPRESSER POWER CIRCUIT OVERLOAD PROTECTION. GRD m To Fed Spec SS-S-00210 BLu RED/WHT 1 wrlr = G(�-III CB1 CSR16 LOOPS M1 _ � v Harvest Pointe at = � z � Ey /' 5. Design Load-AASHTO HS-20 Loading Or • L BLK BLK BLK SPI SPRAY ° Outlet i's' 992 Working r 515 Working Inlet f I t 300 PSF Pedestrian Loading > G'-+ O Gallons Gallons i < j g LR1-Q2 � WHT WHT PUMP o 6. Internal Components Not Shown For Clariity- BLU z PINK/WHT 2 WHT N N MOTOR PUMP RATINGS: . . OO Cutchogue See H droAction AssemblyDrawingFor Details = 3/4HP @ 115V - - 7. Access Openings Brought To Grade By Brick Or � II G CL 15.0 F.L.A. � ® Cuteh0 ue New York � Precast Collars Tapped With W Locking „>1 CB2 CSR2 6 LOOPS M2 Rea Addit,a5 Bars C.I.Covers(Not Shown) 'i BLK BLK BLK • • O PUMP RATINGS: L) ,,-......�-�. _.�� Conrmuous Each Slde r' RP RECRIC Town of Southold ` _ •�;Tr./ 5,a Welded Wire Mesh Of Openings As=0.12 sg4rVIf -- #5(83 6"O.C.E.w. 8. Operation and Performance Of This Unit Is LRl- 4 PUMP 3/4HP @ 115V a� Welded Wire Mesh /- �. Zea Addit.#5 Bars Solely The Responsibility Of HydroActiOn And BLU Q RED WHT WHT N MOTOR 15.0 F.L.A. N As=0.17 sq-in(If ! ` Its'Representatives I6 PLC INPUT Plan View #4 Transfer Bars Top Slab L1 N w o. Revision Date ApV . {4ea Side Evenly Spaced 9. Earth Fill: II G 'V � j 15 REMOVE LIGHTS/TURTLE CROSSING 8/30/17 AVL AIR SWITCH CB3 CSR3 6 LOOPS INCOMING 115 h Vertically In Wall) 6"Minto 3'Max For HS-20 BLU RED 14 DHS COMMENTS 8/23/17 AVL 6"Min to 5'Max For Non-Traffic BLK BLK P MIXER PUMP RATINGS: z o PUMP 3/4HP @ 115V 0 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 101. BaatCoveer bte 1-112"eU.N,Olow nished Grade BLU RED wtlr O D HWA _ 4ea Lifting Lug(Typ.) _ 3 _RED RUN N MOTOR 0 12 TOWN REVISIONS 6/14/17 AVL 1c 9" Welded Wire Mesh oRG BRN 11 SCDH REVISIONS 4/22/17 AVL 3.3 11/32" -�-- 4'1 11132" 1 3'4 9132" As=0.12 sq-WIf Typ. .l�t� MUTE � C B4 � 1 V 70"Diameter 2'0"Diameter 41 BLU GRY GRY C1 COMP COMP. RATINGS: 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL m t�1f TEST o ALARM MOTOR 1/4HP @ 115V Butyl Gasket Seal , _ � O( wHr N 5.4 F.L.A. Designed by Checked by t � syr 0 4"Outlet Pie _ Liquid Level 4"Inlet Pipe 1< RED BLK wHT � c Issued for Date Q e Rubber Connector j z� ;- r j rll, Jul10 2015 T'Dia,Opening 6-E) � ` . ' ENABLE n SPl N RP1 N MP N C1 N 1 2 3 4 5 6 `v y n 4"PVC Coupting Oo Cast In Wal( € 7"Dia.Opening -+ .-- :,�" BLU 1 2 YEL I1 PLC INPUT � T v ® ® ® ® r #4 Transfer Bars N i� �- 4ea Lifting Lug(Typ.) `-- "..'._"�r• [IFES5IC1+ ? OVERRIDE SCTM 1000-102-01-33.3 Z3 LL D Welded Wire Wire Mesh �I BLU 3 4 WHT/YEL I2 PLC INPUT W1 B1 .� ny � FW U U " ^ Q Q Q Q - -. _ - VE� I- F- 0 ' . a� As=0.12 sg4nnt Typ. U Q F- w O O 0 1.1 rz" (Center In Wali) Inlet CSR1 _ _.._............._ ._.__..___._.._._.. ,� Co m v m LCL U- PLC LCL_ I3 PLC INPUT � NN�N� � �'� Q w Lu BLU WHT/YEL - _�� COASTAL PIPELINE a 2 2 r2 a J r __.._ ^� _.._.._.._.�_ �,T'=�.�" .___. .�__.... _ .._. _..._._� Rubber Pipe a a Connector When C$R2 Qv ��,� 2 m - H H n Required(Typ.) _ C J - {631)369-4000 PRODUCTS CORP. _ BLU WHT/VEL ®��N �' `� n a a a z z Z LU W O O P.O.Box 575,Twomey Ave. , Calverton NY 11933 I4 PLC IN PUT a a a a w w > > � w #4 Dowels x42"L9 Z,�o �� } } LU LU Q Of LU O O LL Ll - o. w w g #d @ 6"o.c.e.w. 18"o.c.Radially p� Q Q Section Project: CSR3 � � U V X X V p w w Welded Wire Mesh BLU wHrnEL I5 PLC INPUT Ln LLii LLJ � v ? (Center In Wall) Weights: J Contractor: ( Weights: Product: AN500-C Nitrogen Reduction Unit Drawing Number V Base Unit: 12,250 lbs. Roof Slab: 4,100 lbs. Isometric View ��o W yQ scale date dwn.by dwg.no. O N �Q None 4/8/16 D.O.R 16-0132 Electrical Schematics Terminal Connection Diagram ,��.`� �� .y, ;_� LM900 C- <. O t. N.T.S. Source: Septic Products Inc. N.T.S. Source: Septic Products Inc. ' r fi 2 4 Sheet of 21 28 OA 08 6 9OFES S10NP Project Number n 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Longlsland\29305.00 Heritage Cutchogue\cad\Id\Plonset\9_29305.00_OFF SITE.dwg O V • s F Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 '. Hauppauge, NY 11788 ' 631.787.3400 ([ ___................................-......: F F f E ` 4 € ........ .................................. ......... ... ... ......... ............. ...... ,. t l F l TOWN OF SOUTHOLD 273.68' (DEED) TO COMPLETE WORK W 538' 04" 40"W k._.... --5.0 - IN DRAINAGE SUMP 40"E; ,, , . , , . , 269.77' )ACTUAL) rn v O i 'cJo o N END CURB AND NEW CURB TO BE PARALLEL TO RIGHT , CO o U, NEW PAVEMENT OF WAY LINE. SEE SHEET C-8 FOR cn 1• TYPE "C" MOUNTABLE CURB DETAIL ' o o D o F� N `Nn O N 1 � 00 _END CURB H 10'x1O'x6' DEEP 28' DRAINAGE HOLE (SEE I NEW CONCRETE SIDEWALK �a'j,84 vz OFFSITE DRAINAGE I Y (SEE NOTE 4) S39' 39' 10"W / •�j8�5 E " NOTES) I ;I 80' 0 4.56 mI �, D-,r NEW CURB. SEE SHEET C-8 PROPOSED ADA RAMP v w FOR TYPE "C" MOUNTABLE TYPE D-D (TYP) F - 1 N S38' 05' 40"'W ��J o Q CURB DETAIL 5.0 ;1 wl� _. __... _ ._, ........_.. . o PROPOSED 2.5 FT. __...M.. GRASS STRIP 671.42 fa I S52' 55' 20"'W 2�s w 55.03 39,E — S37'04'40"E 939 10"'E 95.00' t --- 7 358.9 '4 M - ._. ..__ LINE �- _.... _............______.___ _... — N 2 ' '. ..... .._...._... _ __. OFPGRIFFING ESTREET R 4 '0 9 00 GRIFFING '# cc _ 640.91 N38'32"40""E SAWCUT 2 FT OF EXISTING N � I PAVEMENT FOR CURB cn STOP BAR AND INSTALLATION (TYP.) d Ln U, END CURB AND NEW CONTRACTOR TO PROVIDE SIGN (R1-1); PROPOSED ADA RAMP PAVEMENT ADDITIONAL ASPHALT PAVEMENT �A ;� � Lu, TYP ALL WAYS TYPE B-D RAMP (TYP) � No o UP TO NEW FACE OF CURB �4 CATCH BASIN AND ±85 "= � FEET OF 18" CPP ® 1% i w li APPROVED BY MIN. (SEE OFFSITE DRAINAGE NOTES) PLANNING MACD Sign Summary M.U.T.C.D. SpecificationT®144,N Qf SOUTHOLD 2 I TRANSITION TYPE 1A Desc. 3 N (TOWN OF SOUTHOLD) Width Height DATE -� 75' BUILDING ETBACK 50' { CONCRETE CURB TO Number BELGIUM BLOCK CURB AT PROPERTY LINE (TYP. BOH SIDES) R1-1 30" 30" c rn ( D v i .�I Y O General Notes WITH TOWN. 1. REQUIRED TO PULL ALL NECESSARY PERMITS FOR OFF SITE WORK Harvest Pointe at mc CONTRACTOR U � �u 2. THE RIGHT-OF-WAY LINES WERE BASED ON A SURVEY BY PECONIC SURVEYORS, W 0 ca o 400.00' r P.C. ON JULY 1, 1997, WHICH SHOWS A TAKING BY THE TOWN OF SOUTHOLD PER Cutchogue d * N 0 LIBER 6395 PAGE 110. i fvi 3. THE LIMITS OF OFFSITE PAVEMENT SHOWN WERE APPROXIMATED BY AERIAL CUtCIIO ue New York F' CONSTRUCTION. CONTRACTOR TO VERIFY EDGE OF PAVEMENT IN FIELD PRIOR TO g Town of Southold L Li 4. THE PROPOSED SIDEWALK FROM WITHIN HE DEVELOPMENT OUT TO AND ALONG v GRIFFING STREET WILL BE PROVIDED BY THE DEVELOPER, EXCEPT FOR THE STRETCH No. Revision Date Appvd. N OF SIDEWALK BETWEEN THE POST OFFICE AND SCHOOLHOUSE ROAD, WHICH IS 15 REMOVE LIGHTSITURTLE CROSSING 8/30/17 AVL _J EXPECTED TO BE CONSTRUCTED BY HE OWNER OF THE BAXTER SUBDIVISION. THE HERITAGE AT CUTCHOGUE, HOWEVER, WILL BUILD THE THIS STRETCH OF SIDEWALK, 14 DHS COMMENTS 8/23/17 AVL IF IT HAS NOT BEEN BUILT AT THE TIME THE HERITAGE IS READY TO BEGIN PHASE 4 OF ITS PROPOSED DEVELOPMENT. 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 5. OFFSITE WORK TO INCLUDE COORDINATION WITH THE SUFFOLK COUNTY WATER 12 TOWN REVISIONS 6/14/17 AVL AUTHORITY TO EXPAND THE WATER MAIN ALONG SCHOOL HOUSE LANE TO THE n 11 SCDH REVISIONS 4/22/17 AVL SUBJECT PROPERTY. 0 N 6. CONTRACTOR REQUIRED TO PROVIDE TRAFFIC CONTROL PLAN PRIOR TO START OF 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL CONSTRUCTION FOR APPROVAL BY HE ENGINEER. PLAN SHALL INCLUDE CLOSURE Designed by Checked by SIGNAGE, BARRICADES, AND ANY OTHER PERTINENT INFORMATION. E 7. OFF-SITE IMPROVEMENTS PLAN THAT ALL THE WORK SHOWN ON THE PLAN WILL BE Issued for Date FOR COMPLETED LENG HPRIOR OFONEW IDEWALKBEGINNING BEEYONDPHASE HE2ENOF THE THE D CURB/END PHASE 1EXCEPT ON July lO, 2015 HE EASTERN SIDE OF GRIFFING STREET, WHICH WILL BE COMPLETED BEFORE PHASE 4 OF HE PROJECT BEGINS. 8. ALL WORK SHOWN ON THIS PLAN SHALL BE COMPLETED PRIOR TO THE BEGINNING SCTM: 1000-102-01-33.3 OF PHASE 2 OF THE PROJECT, EXCEPT FOR THE LENGTH OF HE NEW SIDEWALK BEYOND THE STOP SIGN/STOP BAR ON THE EASTERN SIDE OF GRIFFING STREET, WHICH WILL BE COMPLETED BEFORE PHASE 4 OF THE PROJECT AS NOTED ABOVE. ® # - o rY Li Off Site Drainage Notes 1 C0 ,may, 1. THE OWNER'S CONTRACTOR SHALL PROVIDE DRAINAGE WITHIN THE RIGHT OF WAY ONLY AS SPECIFIED ON THIS PLAN, INCLUSIVE OF INSTALLATION OF A CATCH BASIN, Q f DRAINAGE PIPE AND DRAINAGE HOLE. 2. THE OWNER IS NOT RESPONSIBLE FOR STUDYING OR DESIGNING A DRAINAGE SYSTEM FOR THE PUBLIC RIGHTS OF WAY. 3. IT HAS BEEN INDICATED BYT THE TOWN ENGINEER THAT THERE IS A LOW POINT AT __ _..... __ _. _. __.. _...... __. _.._.... __. ...,. _..__. E Drawing Number _.,_.,_,,,,,, _„ _ ,• THE INTERSECTION OF GRIFFING AND SCHOOL HOUSE PRIOR TO CONSTRUCTION, TH __..._.. CONTRACTOR SHALL SURVEY THE INTERSECTION TO ENSURE THE CATCH BASIN IS INSTALLED IN THE PROPER LOCATION. 4. ALL WORK WITHIN THE RIGHT OF WAY SHALL CONFORM TO THE TOWN OF SOUTHOLD N HIGHWAY SPECIFICATIONS. �Qc Nc L0 V. ��2 �1-\ a; 2 Sheet of 40 0 40 80 m-11 22 28 a) SCALE IN FEET 08 a) Project Number c 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LA.dwg O Landscape Notes Irrigation Notes Natural Buffer Notes: Landscape Management Notes: ROOT GROWTH AND DEVELOPMENT, WHICH WILL INCREASE THE PLANTINGS' 1. ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED AS SHOWN ON 1. IRRIGATION SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH THE 1. WHERE THE BUFFER DOES NOT PROVIDE SUBSTANTIAL VISUAL SCREENING, DROUGHT TOLERANCE. TYPICALLY, NATIVE SPECIES HAVE DEEPER ROOT THE THE PLANS FOR FIELD REVIEW AND APPROVAL BY THE LANDSCAPE TOWN OF SOUTHOLD PLANNING BOARD APPROVED SITE PLANS. SUPPLEMENTAL PLANTINGS MUST BE MADE TO THE BUFFER BY PLANTING THE PURPOSE OF THIS LANDSCAPE MANAGEMENT PLAN (LMP) IS TO PROVIDE SYSTEMS THAN NON-NATIVE LANDSCAPE PLANTS, AND THUS REQUIRE LESS ADDITIONAL DETAIL AND INFORMATION REGARDING THE FUTURE LANDSCAPE WATER AND MAINTENANCE, ONCE ESTABLISHED. ALL THE PLANTINGS THAT ARCHITECT PRIOR TO INSTALLATION. ENOUGH EVERGREENS AND OTHER TREES AND SHRUBS TO ACCOMPLISH A 2. IRRIGATION SYSTEM SHALL BE ZONED AND DESIGNED TO A MAXIMUM DENSE DOUBLE ROW OF EVERGREEN VEGETATION. THE SUPPLEMENTAL OPERATIONS OF THE HERITAGE COMMUNITY DEVELOPMENT. THIS HAVE BEEN PROPOSED FOR NON-IRRIGATED AREAS ARE NATIVE SPECIES, DOCUMENT SHOULD BE READ IN CONJUNCTION WITH THE SUBMITTED SHOULD BE DROUGHT-TOLERANT UPON ESTABLISHMENT AND SHOULD NOT 2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL BELOW GRADE AND IRRIGATION WATER OUTPUT OF 25,000 GALLONS PER DAY. PLANTINGS MUST BE OF NATIVE EVERGREENS TRANSPLANTED FROM THE PLANTING PLANS OF THE SITE PLAN PACKAGE. THIS LMP WILL FOCUS ON THE REQUIRE IRRIGATION TO SURVIVE BEYOND THE ESTABLISHMENT PERIOD. ALL ' ABOVE GROUND UTILITIES AND NOTIFY OWNERS REPRESENTATIVE OF INTERIOR OF THE PROPERTY, AS WELL AS NATIVE EVERGREENS BROUGHT IN SOIL MANAGEMENT PLAN (SMP), MANAGEMENT OF NON-IRRIGATED AREAS PLANTINGS, WHETHER NATIVE, NON-NATIVE, OR DROUGHT-TOLERANT, WILL CONFLICTS. 3. IRRIGATION WATER SHALL BE SOURCED FROM DEDICATED FROM A NURSERY IF NEEDED TO COMPLETE THE VISUAL SCREENING TO AND NATURAL BUFFER, AND IRRIGATION PLANNING & PRACTICES. DESPITE ALL REQUIRE TEMPORARY IRRIGATION UNTIL THEIR ROOTS HAVE DEVELOPED INTERCONNECTED IRRIGATION WELLS, PRELIMINARY LOCATIONS AS GREATEST EXTENT PRACTICABLE. rl SPECIFICATION OF BEST MANAGEMENT PRACTICES AND MEETING OR AND THEY HAVE BECOME ESTABLISHED. 3. NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND SHOWN ON PLANTING PLANS. EXCEEDING INDUSTRY STANDARDS FOR LMP TO PROMOTE AND PROVIDE CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 2. PLANTING OF THE NATURAL BUFFER MUST BE DONE IN THE APPROPRIATE CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY 4. CONTRACTOR SHALL SUPPLEMENT PERMANENT IRRIGATION SYSTEM SEASON (SPRING OR FALL), AND IF POSSIBLE, SHOULD BE DONE EARLY IN OPTIMAL CONDITIONS FOR WILDLIFE AND VEGETATION, DESIRED OUTCOMES FOR TURF AREAS, THE PLANTING PLANS SPECIFY THE USE OF IMPROVED CONFLICT. WITH TEMPORARY IRRIGATION OF ALL NEWLY INSTALLED LANDSCAPE PHASE 1 IN LOCATIONS WHERE THERE IS LITTLE NATURAL BUFFER TO CANNOT BE GUARANTEED DUE TO VARIABLE FACTORS. VHB AND THE TURF SPECIES--'SEED MIX-A' &'SEED MIX-B', TURF TYPE TALL FESCUE BLEND PROPERTY OWNERS CANNOT CONTROL OR BE RESPONSIBLE FOR VARIABLES AND HARD FESCUE--THAT ARE KNOWN TO BE THE MOST DURABLE AND AND SEEDED AREAS FOR A DURATION OF 3-YEAR ESTABLISHMENT RESIDENTIAL NEIGHBORS. THAT MAY INFLUENCE RESULTS SUCH AS, BUT NOT LIMITED TO, SEVERE DEEPEST ROOTED TURF SPECIES AVAILABLE MORE SO THAN THE 4. ALL TREE, SHRUB, & PERENNIAL/ORNAMENTAL GRASS/GROUNDCOVER PERIOD MAX., AS ALLOWED BY TOWN OF SOUTHOLD PLANNING. WEATHER EVENTS (E.G. EXTENDED DROUGHT HURRICANES HEAVY WINDS CONVENTIONAL SPECIES LIKE KENTUCKY BLUEGRASS AND PERENNIAL RYE) IN PLANTING BACKFILL SOILS SHALL BE 2/3 EXCAVATED NATIVE SOILS AND 3. NO MOWING PERMITTED TORRENTIAL RAINS, ETC.), PEST AND DISEASE OUTBREAK, AND EVENTS OR OUR USDA PLANT HARDINESS ZONE 7A. A SIMILAR CULTURAL PRACTICE OF Engineering, Surveying & 1/3 COMPOSTED LEAF MOLD, FULLY INCORPORATED. 5. PERMANENT IRRIGATION SYSTEM SHALL BE LIMITED TO SEED MIX'A' AREAS AND AREAS WITH SPECIFIED PLANTINGS. 4. NO CLEARING PERMITTED. ACTS CONTROLLED BY NATURE OR BEYOND REASONABLE CONTROL. INFREQUENT DEEP WATERING, AS STATED ABOVE, WILL PROMOTE DROUGHT Landscape Architecture, PC 5. A 3-INCH DEEP COARSE MULCH PER SPECIFICATION SHALL BE ACCORDING TO THE PLANTING PLANS, A RATIO OF ONE-PART ORGANIC TOLERANCE OF ALL TURF AREAS. 100 Motor Parkway INSTALLED UNDER ALL TREES AND SHRUBS, AND IN ALL PLANTING 6. CONTRACTOR SHALL PROVIDE COMPLETE IRRIGATION SYSTEM 5. REMOVAL NOXIOUS, INVASIVE PLANTS AND VINES IS PERMITTED IN THE MATTER (COMPOSTED LEAF MOLD)TO TWO PARTS NATIVE TOPSOIL IS TO BE BEDS, UNLESS OTHERWISE INDICATED ON THE PLANS, OR AS DIRECTED DESIGN AND INSTALLATION FOR PLANTINGS AND LAWN AREAS. NATURAL BUFFER, BUT THEY MUST BE HAND PULLED, HAND-CUT, OR CUT WITH TEMPORARY IRRIGATION WILL BE REQUIRED FOR NON-IRRIGATED AREAS Suite 135 BY OWNER'S REPRESENTATIVE; SUBMIT MULCH SAMPLE FOR DESIGN SHALL BE CERTIFIED BY A PROFESSIONAL LANDSCAPE MACHINERY SELECTIVE ENOUGH TO KEEP NEARBY NATIVE PLANTS INTACT TO USED FOR BACKFILL SOILS FOR TREE, SHRUB, PERENNIAL/GROUNDCOVER, THROUGHOUT THE PLANT ESTABLISHMENT PERIOD. THE QUANTITY OF APPROVAL. ARCHITECT, ENGINEER, OR CERTIFIED IRRIGATION DESIGNER. DESIGN THE GREATEST EXTENT PRACTICABLE . AND ORNAMENTAL GRASS PLANTINGS, IN AN EFFORT TO REDUCE IRRIGATION WATER EXPECTED TO BE USED FOR IRRIGATION OF TREES AND PLANTINGS Hauppauge, NY 11788 PLANS SHALL BE SUBMITTED TO OWNER'S REPRESENTATIVE FOR WATER USE UPON LANDSCAPE ESTABLISHMENT. THE NATIVE TOPSOIL USED OUTSIDE THE PERMANENT IRRIGATION ZONES, DURING ESTABLISHMENT, 631.787.3400 6. ALL TREES SHALL BE BALLED AND BURLAPPED, UNLESS OTHERWISE APPROVAL. 6. DEAD OR DISEASED TREES THAT ARE A POTENTIAL HAZARD TO RESIDENCES OR FOR PLANTING WILL BE MITIGATED TOPSOIL RESULTING FROM THE SMP CANNOT BE ACCURATELY QUANTIFIED DUE TO NUMEROUS VARIABLES. NOTED IN THE DRAWINGS OR SPECIFICATION, OR APPROVED BY THE PEOPLE MAY BE REMOVED WITH PRIOR PLANNING BOARD APPROVAL, AND WITH OPERATIONS. TEMPORARY IRRIGATION QUANTITY WILL BE DEPENDENT ON PRECIPITATION, OWNER'S REPRESENTATIVE. 7. CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, AND A REPORT FROM THE CERTIFIED ARBORIST THAT THE TREE IS DEAD OR WEATHER CONDITIONS, MAINTENANCE PRACTICES (E.G. USE OF MULCH AND EQUIPMENT FOR THE COMPLETE INSTALLATION OF THE IRRIGATION DISEASED.ANY TREES REMOVED MUST BE REPLACED WITH A TREE OF A SIZE WITH REGARD TO MANAGEMENT OF NON-IRRIGATED AREAS, AS NOTED ON ORGANIC MATTER SOIL AMENDMENTS), PLANT SPECIES, SPECIES-SPECIFIC 7. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS GRAPHICALLY SYSTEM. AND SPECIES APPROVED BY THE PLANNING BOARD. THE PLANTING PLANS, 'SEED MIX C'-MEADOW MIX AREAS WILL BE NATIVE WATER INTAKE RATES, ETC. AS INDICATED ABOVE, GOOD CULTURAL SHOWN ON THE PLAN. THIS NUMBER SHALL TAKE PRECEDENCE IN CASE PLANTS THAT WILL REQUIRE MINIMAL MAINTENANCE AND INPUT ONCE THEY PRACTICES, SUCH AS MULCHING ROOT ZONES, ORGANIC MATTER SOIL OF ANY DISCREPANCY BETWEEN QUANTITIES SHOWN ON THE PLANT 8. IRRIGATION ZONES SHALL BE SEPARATED INTO TWO ZONES TYPES 1) 7. SPECIES FROM THE SOUTHOLD TOWN PLANNING BOARD NATIVE/NATURAL ARE ESTABLISHED. THE PLANT SPECIES SPECIFICATION OF'SEED MIX C' HAS AMENDMENTS, DEEP INFREQUENT WATERING, CAN PROMOTE PLANT LIST AND ON THE PLAN. THE CONTRACTOR SHALL REPORT ANY TURF AREAS AND 2) SHRUB/TREE BEDS. BUFFER PLANTINGS LIST OR OTHER SPECIES THAT MEET THE REQUIREMENT OF BEEN REVISED TO INCLUDE WILD STRAWBERRY SO AS TO IMPROVE WILDLIFE ESTABLISHMENT AND REDUCE TEMPORARY IRRIGATION QUANTITY. THE DISCREPANCIES BETWEEN THE NUMBER OF PLANTS SHOWN ON THE NATIVE AND DROUGHT TOLERANT ARE ACCEPTABLE. HABITAT AND WILDLIFE FOOD SOURCES IN NON-IRRIGATED AREAS. THE LMP WATER SOURCE FOR TEMPORARY IRRIGATION WILL BE DEPENDENT ON THE PLANT LIST AND PLANT LABELS PRIOR TO BIDDING. 9. CONTRACTOR SHALL PROVIDE DRAWINGS, MATERIAL FOR PROMOTING NATIVE SPECIES WILL FOLLOW STANDARD INDUSTRY LANDSCAPE CONTRACTOR; HOWEVER POTENTIAL IRRIGATION SOURCES SPECIFICATIONS, SCHEMATICS, AND OTHER LITERATURE AS MAY BE Fertilization: PRACTICES FOR MEADOW ESTABLISHMENT, AND WILL INCLUDE ESTABLISHING COULD BE EITHER PROPOSED ON-SITE DEDICATED IRRIGATION WELLS OR 8. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE REVIEWED BY REQUIRED, FOR ALL CONDUIT, CONTROLS, TIMERS, VALVES, AND PROMOTING NATIVE PLANT COLONIES, MONITORING INVASIVE SPECIES, NEARBY FIRE HYDRANT(S) WITH THE PROPER MUNICIPAL APPROVALS. THE LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE OWNER'S SPRINKLER HEADS, CONNECTORS, WIRING, RAIN GUAGE, RAIN 1. FERTILIZER WILL BE APPLIED ONLY AFTER IT HAS BEEN DETERMINED TO BE MOWING MEADOW AREAS ONLY WHEN INVASIVE SPECIES ARE DELIVERY METHOD FOR IRRIGATION WOULD ALSO BE REPRESENTATIVE. SENSORS, SOIL MOISTURE SENSORS, AND ETC. TO THE OWNER'S NECESSARY BY SOIL TEST, ONLY IN THE SMALLEST AMOUNT NECESSARY. OUT-COMPETING NATIVE SPECIES TO PROMOTE GROWTH OF YOUNG NATIVE CONTRACTOR-DEPENDENT, BUT MAY INCLUDE TEMPORARY IRRIGATION CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO INSTALLATION. SEEDLINGS, AND CUTTING BACK LARGE WOODY PLANTS AND OTHER ROTARY HEADS ON TRIPODS AND/OR TEMPORARY SLOW RELEASE WATERING 9. ALL PLANT MATERIALS INSTALLED SHALL MEET THE SPECIFICATIONS OF 2. ONLY ORGANIC-BASED NITROGEN FERTILIZER WITH A LOW-NITROGEN UNDESIRABLES. NO FERTILIZATION PROGRAM AND IRRIGATION WILL BE BAGS FOR TREES (I.E. TREEGATOR BAGS). THE"AMERICAN STANDARDS FOR NURSERY STOCK" BY THE AMERICAN 10. CONTRACTOR SHALL COORDINATE HIS/HER WORK WITH THE GENERAL NUTRIENT RATIO AND HIGH PERCENTAGE OF WATER-INSOLUBLE NITROGEN REQUIRED DUE TO THE FACT THAT NATIVE MEADOWS PERFORM BETTER IN ASSOCIATION OF NURSERYMEN AND CONTRACT DOCUMENTS. CONTRACTOR AND SUB CONTRACTORS. (WIN), 50 PERCENT MINIMUM IS PERMITTED TO BE USED. THIS PRACTICE WILL LEAN AND DRYER SOILS, WHILE INVASIVE SPECIES TYPICALLY PREFER THE AS SET FORTH IN THE PLANTING PLANS, AN AUTOMATIC IRRIGATION SYSTEM, ALLOW FOR SLOW RELEASE OF NITROGEN, DRIVEN ONLY BY BIOLOGICAL OPPOSITE. ONCE MEADOW AND PLANT COLONIES HAVE ESTABLISHED, INCLUDING A ZONE AND TIMING PLAN, WILL BE DESIGNED AND SUBMITTED BY 10. ALL PLANTED/TRANSPLANTED VEGETATION ON THE SUBJECT 11. BACKFLOW PREVENTION DEVICE, IF REQUIRED, SHALL BE IN ACTIVITY, TYPICALLY IN SOIL TEMPERATURES ABOVE 55° F, AND WILL PREVENT MOWING IS OPTIONAL, AS IT IS NOT NECESSARY. IF MOWING WILL BE DONE, IT THE IRRIGATION CONTRACTOR, AND APPROVED BY THE LANDSCAPE PROPERTY SHALL SURVIVE AT LEAST THREE (3)YEARS FROM THE TIME CONFORMANCE WITH STATE AND LOCAL MUNICIPAL REQUIREMENTS. NITROGEN LEACHING, WILL BE COORDINATED AND TIMED TO AVOID DAMAGE AND HARM TO ARCHITECT OR ENGINEER, PRIOR TO INSTALLATION. IT IS ESTIMATED THAT A EACH PHASE OF THE PROJECT IS COMPLETED, OR SHALL BE REPLACED VERIFY DEVICE LOCATION WITH GENERAL CONTRACTOR AND SUB WILDLIFE, ESPECIALLY THE EASTERN BOX TURTLE. COMPLETE IRRIGATION CYCLE WILL TAKE A FEW DAYS TO COVER THE ENTIRE AT THE EXPENSE OF THE PROJECT DEVELOPER. AFTER SUCH THREE CONTRACTORS, PROVIDE LOCKABLE 'HOT BOX'AS REQUIRED. 3. APPLICATION RATE SHALL BE A MAXIMUM OF 1 LB OF NITROGEN PER 1,000 SITE AND WILL NOT EXCEED THE APPROVED WATER USAGE OF 25,000 (3)YEARS, THE CONDOMINIUM ASSOCIATION SHALL BE RESPONSIBLE SQUARE FEET IN ANY ONE APPLICATION WITH CUMULATIVE APPLICATION OF NO LMP OPERATIONS WITHIN THE 50 FOOT NATURAL BUFFER WILL BE LIMITED TO GALLONS/DAY. IRRIGATED AREAS WILL BE SEPARATED INTO ZONES; AND FOR MAINTAINING THE VEGETATION APPROVED IN THE PROJECT SITE 12. IRRIGATION CONTROL PANEL SHALL BE LOCATED IN A LOCKABLE MORE THAN 2 LBS PER 1,000 SQUARE FEET PER YEAR IS PERMITTED, OR AS THE FOLLOWING ACTIONS: LAWN AREAS AND SHRUB/TREE BEDS WILL BE SEPARATELY ZONED DUE TO PLAN. WEATHER-PROOF CABINET DESIGNED TO HOUSE THE CONTROL RECOMMENDED BY SOIL ANALYSIS TEST RESULTS. • REMOVAL OF DEAD, DYING, OR DISEASED TREES, IN THE DIFFERING WATERING REQUIREMENTS. AS PREVIOUSLY MENTIONED, THE PANEL. OPINION OF A CERTIFIED ARBORIST, THAT REPRESENTS AN SPECIFIED LAWN SEED MIXES ARE KNOWN TO BE DURABLE AND TO HAVE 11. UNLESS OTHERWISED NOTED, AREAS DESIGNATED"LOAM & SEED" 4. SYNTHETIC HERBICIDES AND PESTICIDES ARE PROHIBITED EXCEPT IN CASES DEEPER ROOT SYSTEMS THAN CONVENTIONAL LAWN SPECIES. ONCE AND/OR DISTURBED AREAS NOT PLANTED SHALL RECEIVE MINIMUM 6" 13. SITE CONTRACTOR SHALL PROVIDE 4" SCHEDULE 40 PVC SLEEVES WHERE ORGANIC METHODS ARE SHOWN TO BE INEFFECTIVE, AND A WRITTEN IMMINENT THREAT TO STRUCTURES OR PEOPLE MAYESTABLISHED, LAWN AREAS CAN BE WATERED EVERY OTHER DAY TO EVERY OF LOAM AND SPECIFIED SEED MIX. LAWNS OVER 2:1 SLOPE SHALL BE UNDER PAVEMENT TO PROVIDE ACCESS FOR IRRIGATION LINES TO STATEMENT IS PROVIDED BY AN ENTOMOLOGIST, PLANT PATHOLOGIST, WEED REMOVED WITHOUT PRIOR PLANNING BOARD APPROVALTHIRD DAY, WHILE TREE/SHRUB BEDS CAN BE WATERED EVERY THIRD DAY OR PROTECTED WITH EROSION CONTROL FABRIC. ALL IRRIGATED AREAS. SCIENTIST, AND/OR QUALIFIED LANDSCAPE PROFESSIONAL, STATING CHEMICAL • REMOVAL OF NOXIOUS OR INVASIVE PLANTS AND VINES IS LESS FREQUENTLY. TREATMENTS ARE THE MOST EFFECTIVE MEASURE FOR CONTROL OR PERMITTED, BUT THEY MUST BE HAND-PULLED, HAND-CUT, 12. ALL DISTURBED AREAS NOT OTHERWISE NOTED ON CONTRACT ERADICATION FOR THE PARTICULAR INCIDENT. ALL APPLICATION SHALL BE OR CUT WITH MACHINERY SELECTIVE ENOUGH TO KEEP PROPOSED LOCATIONS FOR DEDICATED IRRIGATION WELLS HAVE BEEN DOCUMENTS SHALL BE LOAM AND SEEDED OR MULCHED AS DIRECTED planti & Vegetation Maintenance Note: PERFORMED BY A NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL NEARBY NATIVE PLANTS INTACT TO THE GREATEST EXTENT SHOWN ON THE PLANTING PLANS. IT IS ESTIMATED THE IRRIGATION SYSTEM ng BY OWNER'S REPRESENTATIVE. CONSERVATION CERTIFIED PESTICIDE APPLICATOR. PRACTICABLE. WILL NEED SIX(6)WELL LOCATIONS; HOWEVER THIS IS THE PROJECT SITE MUST BE MAINTAINED WITH VEGETATION IN ACCORDANCE WITH • INSTALLATION OF 50 EXISTING RELOCATED EASTERN CONTRACTOR-DEPENDENT AND LOCATIONS ARE SUBJECT TO CHANGE BASED 13. THIS PLAN IS INTENDED FOR PLANTING PURPOSES. REFER TO SITE/ THE APPROVED PLANTING PLANS. 5. SURVIVABILITY OF ALL PLANTINGS TO BE GUARANTEED FOR THREE YEARS REDCEDARS TAGGED IN THE FIELD ON 12/21/2016 AS ON THE IRRIGATION DESIGN. MINIMAL TO NO IMPACTS ARE ANTICIPATED ON CIVIL DRAWINGS FOR ALL OTHER SITE CONSTRUCTION INFORMATION. FROM TIME OF PLANTING BY THE DEVELOPER. THE WATER QUANTITY AND QUALITY OF THE NEIGHBORING WELLS DUE TO SUITABLE CANDIDATES TO CLOSE EXISTING SCREENING PREVIOUSLY-RECORDED WATER TABLE DEPTH DATA. HOWEVER, ALL WELL Tree Protection Lawn and Shrub Permanent Irrigation Area: Seed Mix C - Mowing Maintenance Requirements: GAPS; FINAL LOCATIONS WILL BE DETERMINED IN FIELD AND PUMPS WILL REQUIRE NYSDEC PERMIT APPLICATIONS, AND ADVERSE BASED ON FIELD VISIBILITY TO ADJACENT PROPERTIES. IMPACTS TO GROUND WATER WILL BE EVALUATED PRIOR TO ISSUING PERMITS. ADDITIONALLY, ONCE VEGETATION IS ESTABLISHED, IRRIGATION IS 1. EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH 1. AT LEAST 50% OF THE PLANTS IN THE NON-TURF AREAS SHALL BE NATIVE 1. TIMING -NO MOWING FROM MAY THROUGH OCTOBER 15 TO AVOID TURTLES AND IRRIGATION PLANNING AND PRACTICES FOR THE HERITAGE AT CUTCHOGUE MOST EFFECTIVE DURING OFF-PEAK HOURS (E.G., BEFORE SUNRISE), WHEN TEMPORARY CONSTRUCTION FENCE. ERECT FENCE AT EDGE OF THE SPECIES WITH MODERATE TO HIGH DROUGHT TOLERANCE. OTHER WILDLIFE. SITE BEGIN WITH SELECTION OF PLANTS THAT ARE TAILORED, RESPECTIVELY, WATER LOSS FROM EVAPORATION IS AVOIDED. THE WELL WATER PUMPS ARE TREE DRIPLINE PRIOR TO START OF CONSTRUCTION. TO IRRIGATED AND NON-IRRIGATED AREAS. ALL PLANTINGS SELECTED FOR TYPICALLY POWERED BY ELECTRIC MOTORS THAT GENERATE LITTLE TO NO 2. LAWN AREAS MUST BE SEEDED OR SODDED WITH DEEP-ROOTING TURF SPECIES 2. ROTATION -MOWING IS PERMITTED AT A MAXIMUM OF ONCE A YEAR AFTER NON-IRRIGATED AREAS WILL BE NATIVE SPECIES WITH A RELATIVE DEGREE NOISE FROM IRRIGATION PUMP OPERATIONS. 2. CONTRACTOR SHALL NOT OPERATE VEHICLES WITHIN THE TREE AND GREATER DROUGHT TOLERANCE THAN CONVENTIONAL TURF SPECIES. ALL OCTOBER 15, ONCE EVERY TWO YEARS IS PREFERABLE. ANOTHER OPTION IS TO OF DROUGHT-TOLERANCE. THEREAFTER, THERE WILL BE INFREQUENT DEEP PROTECTION AREA. CONTRACTOR SHALL NOT STORE VEHICLES OR SEED MIXES MUST BE APPROVED BY THE PLANNING BOARD PRIOR TO PLANTING. MOW HALF THE AREA ONE YEAR, AND THE OTHER HALF THE NEXT YEAR. WATERING DURING THE PLANT ESTABLISHMENT, SO AS TO PROMOTE DEEP MATERIALS, OR DISPOSE OF ANY WASTE MATERIALS, WITHIN THE TREE PROTECTION AREA. 3. FOR SHRUB PLANTINGS, AN ORGANIC MATTER SOIL AMENDMENT (i.e. COMPOSTED 3. MOWER STYLE-AVOID FLAIL MOWER HEADS WITH GUIDE BARS THAT RIDE ALONG LEAF MOLD) MUST BE INCORPORATED INTO THE TOPSOIL AT A RATIO OF ONE THE GROUND. 3. DAMAGE TO EXISTING TREES CAUSED BY THE CONTRACTOR SHALL PART ORGANIC MATTER TO TWO PARTS NATIVE TOPSOIL, TO INCREASE ITS BE REPAIRED BY A CERTIFIED ARBORIST AT THE CONTRACTOR'S WATER-HOLDING CAPACITY. PROVIDE A STATEMENT ON THE PLANTING PLAN OR 4. HEIGHT- NO LESS THAN 7 INCHES OF STUBBLE HEIGHT MUST BE RETAINED TO EXPENSE. SOIL MANAGEMENT PLAN (PR BOTH)THAT IDENTIFIES WHEN AND HOW THIS WILL RETAIN IMPORTANT COVER FOR ANIMALS, AND REDUCE MORTALITY. OCCUR. 5. PATTERN- MOW IN A PATTERN FROM THE CENTER OUTWARD TO AVOID 4. COARSE MULCH SHALL BE APPLIED AT A MINIMUM DEPTH OF 1.5"TO 3"ON ALL CONGREGATING FLEEING ANIMALS INTO THE CENTER. PLANTED MATERIAL. 6. REMOVAL OF NOXIOUS, INVASIVE PLANTS AND VINES IS PERMITTED, BUT THEY 5. NATURAL HABITAT MAINTENANCE AREA (NON-IRRIGATED AREAS) MUST BE HAND-PULLED, HAND-CUT, OR CUT WITH MACHINERY SELECTIVE ENOUGH TO KEEP NEARBY NATIVE PLANTS INTACT TO THE GREATEST EXTENT PRACTICABLE __...._. __...... NATURAL BUFFER AREA _...,.. , _ 50 F..ER i 16 13 C E€ B1 71 23 21 B m 36 sg2 a e� 81 e s e a e ea a B1 B1 B a B a Q! EN o ob 4 EN 4 EH Qe BB _...._.._....... _.__......._ ......._. .._ ' �, b Qt EN ,' . B 4 a a APPS' V�D CY a a i unnm arLANNING MAPS „n = � a m m - ro� N SOUTHOLD(D w Ov � DATE � C ( a � " N3 Q _ 0 Q o � I o m l t � � (,/(�/•(�y/� _ Wool � ^per f • // © ` L.Y• ik€€ I �i� i II� rn C`7 O arvestPoin e V Q' �y Cly S J43 a H t t _ " b +.5 �-►� 1 w S CSJ �� B C t h a= • uc e b � � ogu 4 LD e 00 CLUBHOUSE Q N3 61 01 \\\\\ '�I -� • 1 ., .,, , i G b i b a 61 e 4 6 P QP Cutchogu New York a a a ti 67 B1 ® Town of Southold No. Revision Date Appvd. n a7 a 15 REMOVE LIGHTS/TURTLE CROSSING 8/30/17 AVL J B 81 a B (,c�� /'�� , W 'yir' _ ._ VV✓✓ 'kat' n s _ 17 AVL - 0P 13 TOWN 14 DHS COMMENTS REVISIONS 7/28/17 AVL o / / / 6 O -" 0 � ,? - � 12 TOWN REVISIONS 6/14/17 AVL OAIIN 11 SCDH REVISIONS 4/22/17 AVL 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL Ci .,.i.: s�P ._. , `w •E 3t'; Designed by Checked by � i, Q e1oz W tot o6 66 I Issued for Date 1p0 gqg A A A A 83 A A A Q A 89 87 A A 11P Q e e q e ea e e ��444111 July 10, 2015 C t :. 6 ' 5M: 1000-102-01-33.3 nnnnn `, innmN VL S CT � .: .. ^tis .. ......_,.. ._. ...... ......._ ._._..,.__ - W f 104 105 110 111 116 118 - _ a ~ .. .::..:.......` IW 103 e e 106 107 108 109 e e 11g2 1A A 1A a 120 • ® • • .. - 4 I I I Cn Q e A e e e e 11g7 11g4 e e 11g9 e ,s O J - - LLI I 5 0 Drawing Number 50' BUFFER Q- oNATURAL 1f BUFFER AREA NATURAL BUFFER AREA Da i ..........._._...,_. .. .,. 0 L= I i ? 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(I OF 6 13 TOWN/SCDHS REVISIONS 7/28/17 AVL TOWN REVISIONS 6/14/17 AVL &; 12 11 SCDH REVISIONS 4/22/17 AVL o :ED LIMIT OF 1 LS 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL X 116 118 SEED Checked by esigned by eA 117 z SEED A A A 119 A MIX A 3 QR- 120 i Issued for Date A 3 AM ��`SEED July 10, 2015 MIX A Q) SEED MIX C 3 CC 0 Z� SUM 1000-102-01-33.3 J, IzNa",-T 771 LIMIT OF 5 PR SEED I QR 3 Q SEED MIX B 2 BN MIX B--\\ 1 AR SEED I PR MIX B U) -"50' BUFFER 4 PR NATURAL BUFFER AREA Drawing Number 0 ................. OS Lm3 E 40 0 40 80 M Sheet of cr) VVELL 25 28 V) SCALE IN FEET 0 Q) Project Number 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Plonset\29305.00_LA.dwg V s -� ✓ d r IT- Do 5 KLE 1 IT I Engineering, Surveying & 0 00 f Landscape Architecture, PC I . +�0� 100 Motor Parkway 1 IT Suite 135 6 AGR 3 LFZ- 2 PSL Hauppauge, NY 11788 2 PJM 2 LFZ 1 IG 4 SP--\ CHF 1 MPM 0 1 VDC 631.787.3400 2 LFZ /-,4 LFZ 3 KL W rn 1 KL-/5 LFZ 2 IC 3 RV z z 3 RP � 5 ARM 1 KL 1 MPM + 5 LFZ 1 IC + + 1 CHF 3 LFZ + 1 VDC 3 RP 4 JH o 1 RP 3,_� 3 PLO 5 SP 3 KLE 4 SP i + 1 DGN 3 PA + 3 AGR Lr 1 OHG + + . . . . . . . . . . 3PLO. . . 0o 3 DGN 2 I CA 00 Unit A - Shrub Planting Scheme AA Unit A - Shrub Planting Scheme AB Unit B - Shrub Planting Scheme BA Unit B - Shrub Planting Scheme BB Unit B - Shrub Planting Scheme BC Units: 77, 78, 103 thru 124 (24 Units) Units: 79 thru 102 (24 Units) Units: 1, 89 12, 21 , 26, 29, 33, 39, 45 Units: 3, 10, 14, 235 27, 31 , 36, 41, 46, 50 Units: 47, 49, 52, 54, 56, 58, 59, 72, 76 (9 Units) (10 Units) (9 Units) { 0o 1 Si 1 PJM 4 LFZ 1 3 NDF = I MC rn pQ • `r 1 MPM ..._: 7 ICC 7 NDF 1 MPM N] 3OHG rn 1 DO Z 1 IVJ 1 IT 3 NDF M 1 LFZ 31 3 SP 1 DO z 1 MPM 2 CHP 1 MC < �- 2 SJ EN1 AML EN �. + 3 PLO 10 3 CA 3 HQP o 1 AML 1 IT C� . . . . . . . . . . = 1 CHP 1 VDC T Do Do F j Unit B1 - Shrub Planting Scheme B1A Unit B1 - Shrub Planting Scheme B1 B Unit B1 - Shrub Planting Scheme B1 C Unit B2 - Shrub Planting Scheme B2A Unit B2 - Shrub Planting Scheme B2B Units: 2, 6, 11 , 19, 22, 25, 30, 35, 40, 44, Units: 5, % 139 20, 24, 28, 32, 38, 42, 57, Units: 48, 51 , 535 64, 66, 68, 70, 74 (8 Units) Units: 4, 7, 34, 37 (4 Units) Units: 43, 55, 61 , 63, 65, 67, 69, 71 (8 Units) 60, 73, 75 (13 Units) 62 (11 Units) 0o ❑o Harvest Pointe at SHRUBS BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS C U tC h O g U e AGR Abelia x grandiflora 'Rose Creek' Rose Creek Abelia #3 CONT. Non-Native, Foundation AM2 Aronia melanocarpa Chokeberry #3 CONT. Native ARM Azalea x Renee Michelle Renee Michelle Azalea #3 CONT. Non-Native, Foundation Cutchogue, New York CVG Calluna vulgaris 'Goldsworth Crimson' Scotch Heather #3 CONT. Non-native, Foundation Town of Southold a CCB Caryopteris x clandonensis'Blue Mist' Blue Mist Shrub #3 CONT. Non-native, Foundation W CHP Cephalotaxus harringtonia prostrata Prostrate Plum Yew #3 CONT. Non-Native, Foundation No. Revision Date Appvd. 3 LFZ CHF Cephalotaxus harringtonia 'Fastigiata' Plum Yew #3 CONT. Non-Native, Foundation is REMOVE uGHTS/rURTLE CROSSING 8/30/17 AVL 1 MPM CA Clethra alnifolia 'Hummingbird' 'Hummingbird' Summersweet #3 CONT. Native J DO Daphne odora Winter Daphne #3 CONT. Non-Native, Foundation la DHS COMMENTS 8/23/17 AVL n - DBB Daphne x burkwoodii 'Briggs Moonlight' Briggs Moonlight Daphne #3 CONT. Non-Native, Foundation 13 TOWN/SCDHS REVISIONS 7/28/17 AVL M Z DGN Deutzia gracilis'Nikko' Slender Deutzia #3 CONT. Non-native, Foundation o FG Fothergilla gardenii Dwarf Fothergilla/ #3 CONT. Non-Native, Foundation lz TOWN REVISIONS 6/14/17 AVL 1 MPM HQP Hydrangea quercifolia 'Pee Wee' Oakleaf Hydrangea #3 CONT. Native (Southeast) 11 SCDH REVISIONS 4/22/17 AVL r\ 3 LFZ ICC Ilex crenata 'Compacta' Compact Japanese Holly #3 CONT. Non-Native, Foundation 05 SP IC Ilex crenata 'Convexa' Convex-leaved Japanese Holly #3 CONT. Non-Native, Foundation to REVISED PHASING PLAN PER TOWN 4/6/17 AVL 1 OHG IG Ilex glabra Inkberry #3 CONT. Native Assigned by Checked by 3 PA IGC Ilex glabra 'Compacta' Dwarf Inkberry #3 CONT. Native APpp,,OVED 13Y IVJ Ilex verticillata 'Jim Dandy' Jim Dandy Winterberry #3 CONT. Native Issued for Date + + IVW Ilex verticillata 'Red Sprite' Red Sprite Winterberry #3 CONT. Native PLANNING WAr,.D July lo, 2015 Q IT Itea virginica 'Merlof Virginia Sweetspire #3 CONT. Native (Northeast) JH Juniperus horizontalis 'Bar Harbor' Bar Harbor Creeping Juniper #3 CONT. Native, Dry-Soil Tolerant TOWN Qr, ®aJj ' ® a 3 PLO KL Kalmia latifolia Mountain Laurel #3 CONT. Native KLE Kalmia latifolia 'Elf Elf Mountain Laurel #3 CONT. NativeDA /Z� SCTM: 1000-102-01-33.3 V) LFZ Leucothoe fontanesiana 'Zeblid' Scarletta Fetterbush #3 CONT. Native I ' MC Mahonia aquifolium 'Compacta' Compact Oregon Grape #3 CONT. Native (Northwest) / MPM Morella ' ens lvanica Morton' Silver Sprite Bayberry #3 CONT. Native 1 • ' . ` p Y o NM Nandina domestica 'Murasaki' Flirt Nandina #3 CONT. Non-Native, Foundation r OHG Osmanthus heterophyllus 'Gulftide' Gulftide Osmanthus #3 CONT. Non-Native, Foundation " PJM Pieris japonica 'Mountain Fire' Mountain Fire Andromeda #3 CONT. Non-Native, Foundation U) Unit C - Shrub Planting PA Potentilla fruticosa 'Abbotswood' Abbotswood Potentilla #3 CONT. Native, Dry-Soil Tolerant bi bPLO Prunus laurocerasus 'Otto Luyken' Luykens Laurel #3 CONT. Non-Native, Foundation Units: 15, 16, 17, 18 (4 Units) PSL Prunus laurocerasus 'Schipkaensis' Schipka Laurel #3 CONT. Non-Native, Foundation RCA Rhododendron carolinianum Carolina Rhododendron #3 CONT. Native (Northeast) p RV Rhododendron viscosum Swamp Azalea #3 CONT. Native - RC Rhododendron x'Cunningham's White' Cunningham's White Rhododendron #3 CONT. Non-Native, Foundation Drawing Number RP Rhododendron x'Olga Mezitt' Olga Mezitt PJM Rhododendron #3 CONT. Non-Native, Foundation LEP 9 2017 o Si Skimmia japonica Skimmia #3 CONT. Non-Native, Foundation wn N SP Spiraea x bumalda 'Little Princess' Little Princess Spirea #3 CONT. Non-Native, Foundation Planning Southold Toar Planning board ,, ®S� L=4 C VDC Viburnum dentatum 'Christom' Blue Muffin Viburnum #3 CONT. Native pS V, Sheet of � ME 20 0 20 40 n V) 26 28 SCALE IN FEET 0021f 01 N Project Number > 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LA.dwg O v s O (Ji ® Engineering, Surveying & =" ? Landscape Architecture, PC -t 100 Motor Parkway >F ._ __ r,F:,d�.. Suite 135 ]] t m 4 3 1 _..._..'tY^ � w _ _,____._.. _ ;_"_-. __.___ , NY 11788 � �_i� _~___ Hauppauge .« _�� 631.787.3400 - .. • R ,_,i . . . . . . . . �- , •�, � � STOP � . € _ ��.., � �:' a•,s .., a C a.A � .� �4 , } �6 HS 4 FG S3700440E 1 N� �...,. .,,...'.' _F: .r "� i \ .,j j �„.-� \�� ' .' i! 1' I I �,. 1 f fPr� � 't Kf ,•-�,"w--• � � - � .,r�"�i. 80 FE -._E I✓'.?t v t i � 3 � F!'......-,..,f — '�"�,._.r-✓" [� � t:F .d� J� l I ✓•` 59 FE 57 HR _ y jy ti ¢ _ , a ,t � �i-- 1 �. �f E i q•.t Y dt. (F" NYI � _ .....M......... � ,.._............. .». ,....M ............µ.. .r-<_......,. ��^y 15 IGC 27 HR'- Cn 28 SS 59 FE C� 0-1 t g N op r(J^l il fr •�t �,OJ \`\ r i � � �. I t jl., s• 'F s D _..-_--"^-.� \ _�.......�'ws"_..-„ .. •� ��a � � I v o-�J 25vNR O .^J, „, �• .r. �\ s \ t �~` 6 Fx •t\ 1' ` 3 a• �... ,,,.."^"'sr „,r r^j„ fr• . f O 1-01 26 HR 28 i - FE _.. ._ ._.. IG a• . yy� ! 61G ° �," 16 HS <. 3 ............. ', �p ",�'\-`\f, i , l �' r"'� �r",�',�t,�✓... "'".-•'" rYY.,,'•' � � .JY f.<.\�_._._._.- ..�.,,"' t"�' tAli 1 ....._____ ..v,_.._.._._.. ...._._.........�...._...._._"'____._______ _ ___W___..�....__.W...-_.. _ / 13 HS ( 1 i r;, a_,x r g �,,-" 9"SS moi' Al S� ;��:.•' �.. 5 FG- 12 HS i 9 FE d� 3 RC i • I 8 FE 193 LB O 178 LB j i ! �, N N _' ,-- t�, ',�� , � :i. .�� 3 � � Fs�' �-� ', . . . . •;�'r 25 HR �N� '•�� 1 4 KL + _ 3 KL ig TENNIS COURT , r 90 LFZ �t . -'' NF� ;` j� �° y-�,, �_ � x.� ��•`�� ,� � CJS EN - o 8 IG 4 RC _ L ._ '. 12 IG Frl BUFFER 28S CLUBHOUSE 50 s _ 6,190 GFA 1 STORY E\ 3 RCA12 IG \ \ EN EN W 15 JH ` 4Si L--,.-:-i 1'_-"'.'. -�y i � i �'• � rr;..<a<„�; t� '`Sri*_ �,�lz:<,. .. '�; :'ittttr.. E�.._...,.'a ; -�-� < .�"�j��•,`^�£. .-��+ 1`�P'�"`f-". 9.-.k,..,� 'x ';-, �"•`'� _....I -'.-'r'_ �'- /°� + \`l7 J •'•\ `a ' , /�t f i "� o.(I j '•-a 'r":J<.�` r'' •`jje , --I I.. �' i "� -t-t i_'. ++ 11 CA '-�,-_J' _x, Harvest Pointe at I_ E 1\•-.J i i i — 1 1 '� i 1M T � 1 i , � � � Cutchogue -T- --4 l µ ----�i 1� �a : - ' 10 RCA ~� ;- _ - Cutchogue, New York Town of Southold • \ *+ ; L � _j j { • No. Revision Date Appvd. \ ( _ I Entrance Plantin Plan �a g { 15 REMOVE LIGHTS/TURTLE CROSSING 8/30/17 AVL 14 DHS COMMENTS 8/23/17 AVL APPROVED 6Y r �j + + + PLANN'$�tG eo,A Q 11 CA 13 TOWN/SCDHS REVISIONS 7/28/17 AVL r ` ir/ 2 TOWN REVISIONS 6/14/17 AVL u712 CA 1 + TOWN O: 39 SS SOMOLD 11 SCDH REVISIONS 4/22/17 AVL :` 15 HR 7 RCA + + + + + Q�Ti� p / 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL N �' 15 HR + + + + + 4 C f C r' Designed by Checked by r i 12 RCA 10 CA 9 IG <• < 1 6 SS `G Issued for Date � �r a � . f , r. /� zJ July 10, 2015 � �: S M: 1000-102-01-33.3 1 1 >... 11 1 t { N 3 Co C> Eq kLA W _ Drawing Number �_....�. � S 3 I /� £„-•--�.1�< p`< fir.. O Clubhouse Planting Plan ��Da Lm5 A �, ; 20 0 20 40 n Sheet of 27 28 SCALE IN FEET Or N Project Number 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LA.dwg Seeding Notes: PLANT SCHEDULE °u ALL PLANTINGS IN THIS AREA SHALL BE NATIVE, DROUGHT TOLERANT, LOW-MAINTENCE PLANT SPECIES, AS SHOWN ON THE APPROVED PLANTING PLANS. DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME SIZE REMARKS = AC 3 Acer freemanii 'Celebration' Celebration Maple 2 1/2 - 3" CAL. 1. SEED MIX A-INDICATED BY"LOAM &SEED",AND UNLESS OTHERWISE NOTED, ALL DISTURBED LANDSCAPE AREAS NOT BEING AR 109 Acer rubrum 'October Glory' October Glory Maple 2 1/2-3"CAL. Native PLANTED OR MULCHED, SHALL BE SEEDED WITH THE LATEST VERSION OF: BN 29 Betula nigra 'Heritage' Heritage River Birch Clump 12- 14' HT. Native LS 41 Liquidambar styraciflua American Sweet Gum 2 1/2 -3"CAL. Native ` SS1000, AS PRODUCED BY: QP 47 Quercus palustris Pin Oak 2 1/2-3" CAL. Native QR 77 Quercus rubra Red Oak 2 1/2-3" CAL. Native . SEED SUPER STORE 33.27% BULLSEYE TURF TYPE TALL FESCUE = PO BOX 812 33.15% Cochise IV TURF TYPE TALL FESCUE EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME SIZE REMARKS BUFFALO, NY 14225 33.08% LS1200 TURF TYPE TALL FESCUE 10 21 Ilex opaca American Holly 6-7' HT. Native r' 716-531-8788 00.50%INERT MATTER JV 7 Juniperus virginiana Eastern Red Cedar 6-7' HT. Native n www.seedsuperstore.com 00.00%WEED SEED PG 8 Picea glauca White Spruce 6-7' HT. Native, Dry-Soil Tolerant ?' i SEEDING RATE: 8 LBS PER 1,000 SF PR 22 Pinus rigida Pitch Pine 6-7' HT. Native, Dry-Soil Tolerant OR,APPROVED EQUAL FLOWERING TREES QTY BOTANICAL NAME COMMON NAME SIZE REMARKS Engineering, Surveying & AM 25 Amelanchier canadensis Shadblow Serviceberry Clump 8- 10' HT. Native 2. SEED MIX B - NO-MOW HARD FESCUE BLEND CC 13 Cercis canadensis Eastern Redbud 2 1/2-3"CAL. Native Landscape Architecture, PC CK 53 Cladrastis kentukea American Yellowwood 2 1/2-3"CAL. Native 100 Motor Parkway SS8000, AS PRODUCED BY: CF 10 Cornus florida 'Cherokee Princess' Cherokee Princess Dogwood 2 1/2 -3"CAL. Native SEED SUPER STORE 50% BEACON HARD FESCUE PO 3 Prunus x okame Okame Cherry 2 1/2 -3" CAL. Non-Native, Accent Suite 135 PO BOX 812 40% FIREFLY HARD FESCUE SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS Hauppauge, NY 11788 BUFFALO, NY 14225 10% SPARTAN II HARD FESCUE AGR 48 Abelia x grandiflora 'Rose Creek' Rose Creek Abelia #3 CONT. Non-Native, Foundation 631.787.3400 716-531-8788 SEEDING RATE:4 LBS PER 1,000 SF AM2 26 Aronia melanocarpa Chokeberry #3 CONT. Native www.seedsuperstore.com ARM 60 Azalea x Renee Michelle Renee Michelle Azalea #3 CONT. Non-Native, Foundation CVG 28 Calluna vulgaris 'Goldsworth Crimson' Scotch Heather #3 CONT. Non-native, Foundation OR,APPROVED EQUAL CCB 28 Caryopteris x clandonensis 'Blue Mist' Blue Mist Shrub #3 CONT. Non-native, Foundation CHP 36 Cephalotaxus harringtonia prostrata Prostrate Plum Yew #3 CONT. Non-Native, Foundation 3. SEED MIX C- MEADOW SEED MIX,TYPICAL MAX. 36" HEIGHT. SEED AT RATE OF 20 LBS PER ACRE OR 0.5 LBS PER 1000 SF. CHF 16 Cephalotaxus harringtonia 'Fastigiate' Plum Yew #3 CONT. Non-Native, Foundation CA 95 Clethra alnifolia 'Hummingbird' 'Hummingbird' Summersweet #3 CONT. Native ERNST CONSERVATION SEEDS INC. 15 % LITTLE BLUESTEM, 'CAMPER' DO 16 Daphne odora Winter Daphne #3 CONT. Non-Native, Foundation 8884 MERCER PIKE 15 % WEEPING LOVEGRASS DBB 28 Daphne x burkwoodii 'Briggs Moonlight' Briggs Moonlight Daphne #3 CONT. Non-Native, Foundation MEADVILLE, PA 16335-9275 9.0% BLACKEYED SUSAN, COASTAL PLAIN NC ECOTYPE DGN 32 Deutzia gracilis 'Nikko' Slender Deutzia #3 CONT. Non-native, Foundation 814-336-2404 9.0% LANCELEAF COREOPSIS FG 25 Fothergilla gardenii Dwarf Fothergilla/ #3 CONT. Non-Native, Foundation www.ernstseed.com 7.0% PERENNIAL GAILLARDIA (BLANKETFLOWER) HQP 12 Hydrangea quercifolia 'Pee Wee' Oakleaf Hydrangea #3 CONT. Native (Southeast) 7.0 % BLUE GRAMA, 'BAD RIVER' ICC 28 Ilex crenata 'Compacta' Compact Japanese Holly #3 CONT. Non-Native, Foundation 7.0 % SIDEOATS GRAMA, 'BUTTE' IC 36 Ilex crenata 'Convexa' Convex-leaved Japanese Holly #3 CONT. Non-Native, Foundation 7.0 % BUTTERFLY MILKWEED, PA ECOTYPE IG 73 Ilex glabra Inkberry #3 CONT. Native 5.0 % CORN POPPY/SHIRLEY MIX IGC 15 Ilex glabra 'Compacta' Dwarf Inkberry #3 CONT. Native 5.0% POPPY, CORN, RED IVJ 13 Ilex verticillata 'Jim Dandy' Jim Dandy Winterberry #3 CONT. Native 3.0 % WILD STRAWBERRY IVW 39 Ilex verticillata 'Red Sp rite' Red Sprite Winterberry #3 CONT. Native 3.0 % HOARY SKULLCAP IT 50 Itea virginica 'Merlot' Virginia Sweetspire #3 CONT. Native (Northeast) 3.0 % PURPLE LOVEGRASS, FL ECOTYPE JH 82 Juniperus horizontalis 'Bar Harbor' Bar Harbor Creeping Juniper #3 CONT. Native, Dry-Soil Tolerant HARDWOOD STAKES 3.0% HAIRAWN MUHLY, FL ECOTYPE KL 67 Kalmia latifolia Mountain Laurel #3 CONT. Native OR DEADMAN 2.0% WHITE HEATH ASTER KLE 72 Kalmia latifolia 'Elf Elf Mountain Laurel #3 CONT. Native LFZ 365 Leucothoe fontanesiana 'Zeblid' Scarletta Fetterbush #3 CONT. Native OR,APPROVED EQUAL MC 16 Mahonia aquifolium 'Compacta' Compact Oregon Grape #3 CONT. Native (Northwest) TREE PIT MPM 45 Morella pensylvanica'Morton' Silver Sprite Bayberry #3 CONT. Native 4. CONTRACTOR SHALL INSTALL & MAINTAIN (DURING MAINTENANCE PERIOD & PRIOR TO ACCEPTANCE) SEED APPLICATION AS PER NM 63 Nandina domestica 'Murasaki' Flirt Nandina #3 CONT. Non-Native, Foundation ROOT BALL Y2 INCH DIAMETER BLACK MANUFACTURER'S ESTABLISHMENT AND RECOMMENDATIONS. OHG 21 Osmanthus heterophyllus 'Gulftide' Gulftide Osmanthus #3 CONT. Non-Native, Foundation REINFORCED RUBBER HOSE PJM 26 Pieris japonica 'Mountain Fire' Mountain Fire Andromeda #3 CONT. Non-Native, Foundation 5. CONTRACTOR SHALL SUBMIT SOURCE, SAMPLE, CERTIFIED SEED ANALYSIS,AND DETAILED METHOD OF INSTALLATION & PA 41 Potentilla fruticosa 'Abbotswood' Abbotswood Potentilla #3 CONT. Native, Dry-Soil Tolerant GUY WIRE ESTABLISHMENT FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO ORDERING. PLO 63 Prunus laurocerasus 'Otto Luyken' Luykens Laurel #3 CONT. Non-Native, Foundation GUYWIRE - SEE GUYING SCHEDULE PSL 9 Prunus laurocerasus 'Schipkaensis' Schipka Laurel #3 CONT. Non-Native, Foundation RCA 32 Rhododendron carolinianum Carolina Rhododendron #3 CONT. Native (Northeast) RV 36 Rhododendron viscosum Swamp Azalea #3 CONT. Native PLANTING ROOT FLARE SHALL BE SET 2 RC 7 Rhododendron x'Cunningham's White' Cunningham's White Rhododendron #3 CONT. Non-Native, Foundation TRANSITION SLOPE ABOVE THE ESTABLISHED FINISHED RP 84 Rhododendron x'Olga Mezitt' Olga Mezitt PJM Rhododendron #3 CONT. Non-Native, Foundation GRADE. SJ 27 Skimmia japonica Skimmia #3 CONT. Non-Native, Foundation SP 177 Spiraea x bumalda'Little Princess' Little Princess Spirea #3 CONT. Non-Native, Foundation Plan VDC 30 Viburnum dentatum 'Christom' Blue Muffin Viburnum #3 CONT. Native 311 PINE BARK MULCH, DO NOT ANNUALS/PERENNIALS QTY BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS PLACE MULCH WITHIN 3" OF TRUNK. HS 107 Hemerocallis hybrid 'Stella de Oro' Stella de Oro Daylily 1 Qrt. 18"o.c. Non-Native, Accent HR 217 Hemerocallis x'Ruby Returns' Ruby Returns Daylily 1 Qrt. 18"o.c. Non-Native, Accent r SLOPE TO FORM 3" HIGH SAUCER. GRASSES QTY BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS FE 271 Festuca glauca 'Elijah Blue' Blue Fescue 1 GAL. 15"o.c. Non-Native, Accent, Dry-Soil Tolerant SS 193 Schizachyrium scoparium Little Bluestem Grass 1 Qrt. 2' o.c. Native, Dry-Soil Tolerant Miry 3 GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS I 2'"X2"" HARDWOOD STAKE OR DEADMAN �\ LOCATE TWO OF THE THREE GUYS ON LB 371 Liriope muscari 'Big Blue' Big Blue Lilyturf 5" Plug 12"o.c. Non-Native, Accent �a�� THE UPHILL SIDE OF THE TREE. NOTE: 'a* 1. UPON PLANT ESTABLISHMENT(1-3 YEARS POST-INSTALLATION),ALL SPECIFIED NATIVE PLANTS WILL EXHIBIT MODERATE DROUGHT TOLERANCE. PLANTING 2. NON-NATIVE PLANTS SPECIFIED ARE GENERALLY FOUNDATION PLANTINGS,NOT OCCURRING IN THE 50'NATURAL BUFFER. a, on, TRANSITION SLOPE 7. UNTIE AND CUT AWAY BURLAP \ \ \ _2 FROM 1/3 OF ROOT BALL (MIN); �7- -opt q �`� �� 4"' LOAM AND IF SYNTHETIC WRAP IS USED, �MqX� SEED OR SOD REMOVE COMPLETELY. DESIGN SLOPE SIT ROOT BALL ON EXISTINGSOIL OR � �r COMPACTED UNDISTURBEDONON COMMON FILL-7 PLANT BACKFILL MIXTURE !�idY�M�N17 Tree Planting on Slope 1/12 N.T.S. Source: VHB LD 605 APPROVED BY HARDWOOD STAKES Notes: rLANNING BOAM HARDWOOD STAKES OR DEADMAN (TYP.) HARDWOOD STAKES OR DEADMAN (TYP.) Notes: OR DEADMAN (TYP.) Notes: T��"�i� ®a SSU �L� TREE PIT 1. STAKING IS NOT REQUIRED FOR TREE PIT 1. STAKING IS NOT REQUIRED FOR TREES UNDER 3" CALIPER. TREE PIT 1. STAKING IS NOT REQUIRED FOR DATE �( Z(o l "7 TREES UNDER 10" HIGH. ROOT BALL TREES UNDER 12" HIGH. ROOT BALL 2. PAINT TOP OF STAKES ORANGE ROOT BALL " GUY WIRE OR REFLECTIVE RED TAPE. GUY WIRE EXCAVATE SHRUB BED TO TOP OF ROOT BALL 1 INCH REQUIRED DEPTH AND BACKFILL ABOVE FINISH GRADE Plan TRUNK WITH SPECIFIED SOIL MIX. SOIL Harvest Pointe at Plan TRUNK NYLON TREE TIE WEBBING Plan TRUNK MIX SHALL BE CONTINUOUS WITHIN EACH SHRUB BED. (LOOSELY TIED) NYLON TREE TIE WEBBING (LOOSELY TIED) SLOPE TO FORM SAUCER. Cutchogue PAINT TOP 6"" OF STAKES ORANGE / 3 PINE BARK MULCH OR REFLECTIVE RED TAPEDO NOT COVER CutchO ue, New York PAINT TOP 6"' OF STAKES ORANGE STEMS OR TRUNK g LOR REFLECTIVE RED TAPE Town of Southold Li 2"x2"x8" HARDWOOD STAKE NYLON TREE TIE WEBBING (2 STAKES PER TREE) 2"X2"X8' HARDWOOD STAKE No. Revision Date Appvd. (LOOSELY TIED) (PLACE WITHIN 6" OF ROOT BALL) (2 STAKES PER TREE) 15 REMOVE LIGHTS/TURTLE CROSSING 8/30/17 AVL (PLACE WITHIN 6" OF ROOT BALL) '� ' f � 14 DHS COMMENTS 8/23/17 AVL co TREE SHALL BE SET PLUMB, co TRUNK FLARESHALL BE SET 2'" AFTER SETTLEMENT � 0 13 TOWN/SCDHSREVISIONS 7/28/17 AVL o TRUNK FLARE SHALL BE -) ABOVE THE ESTABLISHED COMPLETELY EXPOSED, SET 12 TOWN REVISIONS 6/14/17 AVL FINISHED GRADE TRUNK FLARE SHALL BE 2 ABOVE THE ESTABLISHED 11 SCDH REVISIONS 4/22/17 AVL o COMPLETELY EXPOSED, SET FINISHED GRADE J C; 3"" BARK MULCH, DO NOT PLACE 2"" ABOVE THE ESTABLISHED Q = Z ,�\j// //\//� to REVISED PHASING PLAN PER TOWN 4/6/17 AVL MULCH WITHIN 3" OF TRUNK 3" MULCH CIRCLE FINISHED GRADE 3" PINE BARK MULCH, m0- Designed by Checked by DO NOT PLACE MULCH i- w WITHIN 3"" OF TRUNK. o 3" BARK MULCH, Issued for Date 2"'X2" HARDWOOD STAKE OR DEADMAN DO NOT PLACE MULCH PLANT BACKFILL MIXTURE. \`\\,�� \\\%\ \ %\ \ ✓ i ! ! ! i .,�! ! � !i,�!i,�!i /i. /% July 10, 2015 2 STAKES PER TREE WITHIN 3"" OF TRUNK ( ) 3" SLOPE TO FORM 3" HIGH SAUCER. TIGHTEN AS SHOWN SLOPE TO FORM SIT ROOTBALL ON EXISTING SCTM: 1000-102-01-33.3 SLOPE TO FORM 3" HIGH SAUCER. \ UNDISTURBED SOIL OR ON - � � 3' 3"" HIGH SAUCER �,�//\ ////�,i _ 0 3� PLANT BACKFILL MIXTURE.1 .19 \\ /\�j�\ \/ COMPACTED SUBGRADE ��,\/\ /\, I,n i, ,I„�., ,.I,n.0 ,I,. ii 1I I„� I,I,w \\X\j\\/\ /\\\/�\ HOLE UNTIE AND ROLL BACK BURLAP LLJ (THREE TIMES ROOTBALL DIA. FROM 113 (MIN) OF ROOT BALL; a n Q \/\ PLANT BACKFILL MIXTURE. �, \,\\/\\ \\/\\/ //\ i/ \ \ �\ WITH SLOPED SIDE) IF SYNTHETIC WRAP IS USED will r.if ''\//\ \ /�/i\/i` �,\\/\\ \\/\\ / /\//\/�\/�\/�\/�\/�\/�\//\/�\/ fir, � \\ ~� UNTIE AND CUT AWAY BURLAP UNTIE// UNTIE AND CUT AWAY BURLAP oo '\%�\/r��//;�//i�//i�//;�/r�\/ UNTIE AND CUT AWAY BURLAP REMOVE COMPLETELY. o %\i\\/i\ / /i\��\i� FROM 1 3 OF ROOT BALL MIN \ \ \\\\ \\//\��///� FROM 1/3 OF ROOT BALL (MIN) FROM 1/3 OF ROOT BALL (MIN); w U)0- a- IF SYNTHETIC WRAP IS USED, ! / \/ y / /\\/ \ �\ IF SYNTHETIC WRAP IS USED, IF SYNTHETIC WRAP IS USED, REMOVE COMPLETELY `�\//\//\//\//\//\//\//\//\//\/ REMOVE COMPLETELY HOLE - THREE TIMES ROOTBALL DIAMETER REMOVE COMPLETELY. 00 i WITH SLOPED SIDES 0 es: Drawing Number SIT ROOT BALL ON SIT ROOT BALL ON EXISTING SIT ROOT BALL ON HOLE - THREE TIMES ROOTBALL DIAMETER EXISTING UNDISTURBED SOIL UNDISTURBED SOIL OR ON 1. LOOSEN ROOTS AT THE OUTER OR ON COMPACTED SUBGRADE COMPACTED SUBGRADE EXISTING UNDISTURBED SOIL EDGE OF ROOTBALL OF C; WITH SLOPED SIDES HOLE - THREE TIMES ROOTBALL DIAMETER OR ON COMPACTED SUBGRADE CONTAINER GROWNSHRUBS. L WITH SLOPED SIDES `r�>R��C m 9 OS V4 Lm6 Q) Evergreen Tree Planting 6/08 Tree Planting (For Trees Under 411 Caliper) 1/10 Multistem Tree Planting 6/08 Shrub Bed Planting6 08 " Sheet of / � 28 28 o N.T.S. Source: VHB LD 604 N.T.S. Source: VHB LD_602 N.T.S. Source: VHB LD-606 N.T.S. Source: VHB LD 601 �A 002103 � Op NEW o Project Number 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Long) land\29305.00 Heritage Cutchogue\cad\Id\Plonset\29305.00_BOR.dwg '-- ( _�_---- � ..,„ ~�. - I �10�.50'11 (AC•TU"AL} � 1 V <`7 30'50'E {GEED) _. , .� w,_ /" _ < \ E I" v. C cg rig ^fit p } ,. S35 24'.207't-. "(.A1.>1{1f.:._)"- ' f '• .... �r ..Y_.._ .. -•..,< . r-�-�' •S 1. € '` _ :» r, .. t -:-+ _ .v . , t a i F• .". ., ..;..,... _..' � _ _ _.. __ _ _,. . 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GRt4VEL (SW) - .. .._ "• ' 5.01 1S GRAVEL t5ti�) R£1'RESENT SUS-StSt�F`ACE � •j'" ._ 14 1�i 24 .•�.,,� GRAVEL {SW) . . .. . , .i._ . _ Z .. ...•.. -__ . ., � ...M 1 M•1 15 CormxlrzoNs AT THE B0=40 .... . .. .. . 2 . . 1G • .._. _ .. , Loc�4TxflNs 4NTJX AND AU NOT 10 ........ �.. . . ..._ co:��s� To �i�� BRawti ��n ._ ,.._,... , . •._ . .... _ LIGHT BROVzg SAND P.ND NECESSARILY REPRESF.00IVE .. -.__.. ,_.. ..._-. .. • . .._._,. ..-.•�•- --••- COI�RSE TO PINE BROWN AND GRAVEL 4S�1�'? t3F CONDIT3ONS AT gTHER ._.:. ,... ...._ .. _._.. LI GH 181tOWN SAND ANl3 ' Y,OCATIpNS. I Q . .. GRAVEL ('SW) .., .. ....... i _ ... ._-..-. . . . Wf ' 7" i ' �{ - , ....,... .,2_ r) i", 10 .10 _. 12 0 .......•. , ,1� T�?1WN OF SOUTHOID 15 _.,._.,_ ..15 ..,__... . ._._. _ _. _ ... DATE � c� . . _4 I�4 WATER ENC813NTERED. ....... _. - ........ . . ,...M.. . y,,.W:_ 2 1 -6 . . .. 12 51711 ...... . ..."' .1.,- -I.....''. ,.--,.. __ 0 L J��El - . r__ W/L 2 1 .. - =IiLl tj B�1D OF BORING: 25 '0'i S 1Q 4� . , A END 0 ' BORING: 25'0" . - ; � - ;� ^ _r BORING �. �, . ;� . @ , _ �� ;: .. .. Harvest Pointe at BORING V■ 6 M� BORING • 3 e:. °I .v�.w:.i.. '::.w. m':y;a'+� �1/ J. G/J/0 CJ /1C 11� r cn 1217106 n a va c 12 f 5106 sumNIMe.>:vn 215/ e grooms r►ar+ > �, � Dem &-oft CF SAM" .� NOTES Cutchogue !:� SPOW � �Sr�tP1 E GENERAL NOTES N�-WIN M OF� SAL NcrrEs � AeEr t�ows tk7. of� t`�,{ S - szr.. �oPSOIL .� Ta�so�L '# .. _.. OPBO1L .. .._,_ . ... , OpsO L ..-.., __. . . . ,.. .._ . •, ". �� SILTY LO:�M, IMAGE GR TISx Cutchogue, New York - ' SILTY LOAM _ SILTY L4 Lomas - - .__.. ........ Town o Southold UJ 7 SIL Y BROWN SILT - .. 5 S1v# a� "` -' } ,_.r -� No. Revision Date Appvd. . .._.. ..N. ... . ..._ . . .. _ , COARSE TO �"ITTE BR.C1WN M - • W12 J 1� ,,. _ _, 14 �• 15 REMOVE LIGHTS/TURTLE CROSSING 8/30/17 AVL 3 G .�,�._... ........ I 2�3 .. GOA1tS'E TO FIT1E BRp�31� Al3t� _ I.9.. 2.. LIORT BROWN SAND AND . . COARSE "� EL OCCASIONAL LAR ,.'... �.' •.,. To• FINE 1�1tpWI3-AND ` ' SAM-AND COARSE TO FINE BROW SAND . "a _ r COMMENTS 8/23/17 AVL o I.' IGHT BROWN 5.1�ND'.AND' � .-� ..,.. � � LIGHT BROW D la DHS C N ,rR/ AND GRAVEL, OCCASIONAL CRI�VEL, aCCASI.NAL GRAVEL (SSS) GRAVEL . ; c� :....F..._-- r 12 TOWN REVISIONS6/14/17 AVL d 2 16 � ..... .. . 1 t LARGE GRAVEL (SP 1 Sw) 5 S LARGE G VEL SAF14 . SW 2 15 W7/28/17 AVL 17 Q $E Td EINE $L'4 i 1$ 2 COAR81r 51.20-FIVE BROWN ANU . 7 `2... 11 SCDH REVISIONS 4/22/17 AVL 0 1 . . " .. . .... ... LIGHT aROS�i3 SAS3D ___._ .. LIGHT BRAWN SAND ANb , __'... 1. . N ,.,,..... .,,.._..�._..-_ COARSE TO .FINE BROWN AND AND GRAVEL THIN LAYER ,,.._.._ ,•w.., GRAVEL (S ) . . .... . ...,.... ... ... ... . ��,,,� _ 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL Z�(► T �R0�+.1 S D � 1- (SP/SHY »...... Designed by Checked by GRAVEL (SV) ... -. .._.-- •• .. _ _.� 10 • • . . ; 10 r10 .. . COARSE' TO FINE BKOWN 0- ....r_ . ._. �....,.. --- , Issued for Date 14 I5 I.4 15 AND LIGHT BROWN SAND AM 10 12 1. .. � ._ S.. July 10, 2015 •M"" -� 1 ..._.. . . ..... »_...., . _,.'r. SCTM: 1000-102-01-33.3 ..,._ . .... . ..._....... __._ .�. . ..•... .. ...__W. - . .. ._..... ,......._.. ,. _.. ... ... ._..... .. _......._. ... . . ..,. I e 12 1� I5 15 . 15 15 _¢.. I. __ __..._ .s. - LU .• . . 16....,.. . .. _. .�: . ....... ... _.. , ....._. _ .. �... �� ,,._. ifrV' .... ' Drawing Number A 10 1i 15 14 12 12 1�+ x 2 „.. _._, . .. ,. _ ., .. ll LS ..... _ - . .. _.. ..., ,.. ........... . AIM §Wft, W IN a; 15 _14. .. 15.. .. . � . .._._ ...... ....._,.,_- ...._... SEP 1 9 2017 .,. SUMI ~... .�± T,�� ~.,. .... ` .... . . _.. . .,._.- .•.__.. Southold Town i _ _2 �dz.1 ... ..... 7 ....... ... ...�.W... Planning Board V' 25 12 16 14 I4 25 16 Z ..6 . . . 15 12 25 Sheet of T . , 0 ENA OF BORING. ,0:, �� I� x>,�I� .�,� General Notes �, END piF BODING: 25'0" -----_____ END dF BORING 25'0" 1. SOIL BORINGS PERFORMED BY SLACKE TEST BORING, INC. ON DECEMBER -0 5, 2006. > 2. SEE UTILITY PLANS BY VHB FOR BORING LOCATIONS. Project Number 0 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Longlsland\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_SMP — REV.dwg E O V s APPROXF"TE L1MITS OF BUFFER AREA TO REMAIN EACH PHASE (SEE PHASING NATURAL AROUND SITE p}p PLAN FOR DETAILS) (SEE GRADING PLAN FOR 4 LIMITS OF NATURAL AREA Engineering, Surveying & __........• Landscape Architecture, PC i 100 Motor Parkway ' Suite 135 _ ," Hauppauge, N Y 11788 ,,,- w – — 631.787.3400 ,,,,,,, — E 4 r E / N 16 15 14 22 21 20 1 61 , i1 36 31 30 29 6 B BT B1 Bt �z 81 61 18 C m w z z / 1 e PH 3 35 34 B1 z m w w e z i B1 1 381 z B2 33 W EN EN EN EN EN EN EN EN z w _._.. ........ .... .. f B % / f EN z z EN EN EN / EN LANE _ MILLSTONE pow TpN � e e LANE \�" A.. — N3 N3 PHASE 1 � SE 1 1 N3 = � �o W � DRAINAGE z �m � ��' ,t�m RESERVE z AREA , jT PHASE 1 q a' p I_ DRAINAGE �2 N N3 RESERVE Im AREA FN hymn �� 0 —� — J ��2 y lip" RM TED 0 0 1° CLUBHOUSE 181 P N3 6,180 GFA N3 N3 2 i C m hOA, STORY zV 1,\\ Z 6$ 6g2 1 SE ' 3 � LEN EN w B1 6T B1 a m N3 50 47 48 49 50 81 � 1� 81 B � • PHASE 2 A'( PHASE 4 ° PITA-PRIZ 4 4 STOCKPILE TO AX AREA sTOC�ILE PHASE 3 r BUFFER AREA TO REMAIN � AREA NA AROUND SITE � b ra ^ry" (SEE GRADING PLAN FOR 'q2 101 96 P LIMITS OF NATURAL AREA �' I A 1p 99 i 96 A A A 94 93 A q + 87 q A stiff x i � 3 HAR VEST POINTE LANE PHASE 1 y A 116 8DRAINAGE 118 104 105 108 110 111 k 103 3 e 1A 1A 10p9 1p2 113 114 1p e 1A 120 B f} RESERVE AREA APP�'1,C}� �� DY � PHASE 4 AS E-3 TOWN QE SOUlniO*o HAr 1 1117770"" r L q Harvest Pointe at q Cutchogue Cutchogue, New York I I Town of Southold U , i U) No. Revision Date Appvd. Earthwork Calculations 15 REMOVE LIGHTS/TURTLE CROSSING 8/30/17 AVL General Soil Management Notes Soil Handling/Testing Notes 14 DHS COMMENTS 8/23/17 AVL n SURFACE TO SURFACE CALCULATIONS: 1. CONTRACTOR IS RESPONSIBLE FOR COMPLETING SOIL MANAGEMENT FOR THIS PROJECT IN 1. HANDLING OF ALL IMPACTED SOILS SHALL BE AS SET FORTH BY THIS SOIL MANAGEMENT 13 TOWN/SCDHS REVISIONS 7/28/17 AVL TOTAL CUT (FROM SURFACE TO SURFACE ANALYSIS): +46,382 CY ACCORDANCE WITH THIS PLAN. HANDLING OF THE TOP 12—INCHES OF MATERIAL ON THE PLAN, IN ACCORDANCE WITH THE DIRECTION OF THE OWNERS ENVIRONMENTAL 12 TOWN REVISIONS 6/14/17 AVL TOTAL FILL (FROM SURFACE TO SURFACE ANALYSIS): —103,242 CY SITE SHALL BE DONE AT THE DIRECTION OF THE PROJECT ENGINEER AND ENVIRONMENTAL REPRESENTATIVE. r\ CONSULTANT. 11 SCDH REVISIONS 4/22/17 AVL N INITIAL CUT/FILL COMPARISON: —56,860 CY 2. THE CONTRACTOR SHALL STRIP THE TOP 12—INCHES OF TOPSOIL MATERIAL AND STOCKPILE 2. THE CONTRACTOR IS REQUIRED TO ADHERE TO THE REQUIREMENTS OUTLINED IN THE IN AREAS SHOWN ON THIS PLAN (UNLESS OTHERWISE APPROVED BY THE PROJECT 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 10% HANDLING & CLEARING/GRUBBING FACTOR: —5,600 CY PROJECT STORM WATER POLLUTION PREVENTION PLAN RELATED TO MANAGEMENT OF STORM ENGINEER). WATER AND EROSION AND SEDIMENT CONTROL DURING CONSTRUCTION. Designed by Checked 6y REQUIRED EARTHWORK BEFORE ADJUSTMENTS: —62,546 CY MATERIAL 3. CONTRACTOR TO REFER TO SEPARATE SOIL BORING PLAN AND SITE PLANS FOR ADDITIONAL 3. TOPSOIL SHALL ONLY BE STRIPPED IN THE RESPECTIVE PROJECT PHASE AREA OR AS DESIGN INFORMATION. DIRECTED BY THE PROJECT ENGINEER. CARE SHALL BE TAKEN TO PROTECT AND TO NOT Issued for Date NOTE: DISTURB AREAS THAT ARE TO BE LEFT IN NATURAL CONDITION. v ABOVE SURFACE TO SURFACE ANALYSIS COMPARES EXISTING AND PROPOSED GRADE USING AUTOCAD July 10, 2015 CIVIL 3D SOFTWARE. THE TWO SURFACES ARE DESIGNED AS EXISTING AND PROPOSED FINISHED 4. FILL LOCATED UNDER PAVED SURFACES OR BUILDINGS SHALL BE SAND/GRAVEL MIXTURES WHEREVER POSSIBLE. MIXTURE OF LOAM REQUIRED FOR THESE AREAS SHALL BE IN 4. ONCE STRIPPED, STOCKPILES SHALL BE SAMPLED BY THE PROJECT ENVIRONMENTAL T SURFACE. THE ADJUSTMENTS BELOW ARE CALCULATED TO TAKE INTO ACCOUNT VARIOUS EXCAVATIONS CONSULTANT TO DETERMINE LEVELS OF ARSENIC. STOCKPILES THAT CONTAIN LEVELS cCTM. 1000-102-01-33.3 REQUIRED THAT ARE NOT ACCOUNTED FOR IN THE SURFACE TO SURFACE ANALYSIS. ACCORDANCE WITH THE GEOTECHNICAL ENGINEERS RECOMMENDATIONS TO ENSURE BELOW 13 MG/KG MAY BE UTILIZED AS TOPSOIL FOR FINAL GRADING AND LANDSCAPING. STRUCTURAL INTEGRITY. SHOULD THE STOCKPILE BE ABOVE 13 MG/KG, THE CONTRACTOR SHALL MIX IN CLEAN S IN THIS ANALYSIS, CUT EARTHWORK IS DENOTED AS A POSITIVE NUMBER AND FILL EARTHWORK IS SAND AS DIRECTED BY THE ENVIRONMENTAL CONSULTANT IN ORDER TO REDUCE THE R o DENOTED AS A NEGATIVE NUMBER. 5. FILL MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. LEVELS OF ARSENIC BELOW STANDARDS. ONCE LEVELS ARE BELOW THE REQUIRED 13 , MG/KG, THE CONTRACTOR MAY PLACE AS TOPSOIL. v • • D Adjustments to Surface to Surface Calculations 6. ANY MIXING OF IMPACTED SOIL REQUIRED SHALL BE DONE IN ACCORDANCE WITH DIRECTION 5. THE CONTRACTOR MAY PLACE UP TO 18—INCHES OF TOPSOIL IN LANDSCAPED AREAS AS OF ENVIRONMENTAL CONSULTANT. NECESSARY TO MAINTAIN ALL TOPSOIL ON SITE. SEE LANDSCAPE PLAN FOR DETAILS ON 09 Alk 01 Structural Element Adjustment (Cl) 7. CONTRACTOR TO UTILIZE NON—IMPACTED SAND AND LOAM MATERIALS FOR STRUCTURAL FILL TOPSOIL REQUIREMENTS. PROPOSED DIFFUSION WELLS DRYWELLS 3,772 AND TORESPECTIVELY. 6. THE CONTRACTOR SHALL TAKE CARE TO PREVENT IMPACTED MATERIALS FROM AFFECTING HYDROACTION STRUCTURES 1,073 B. NO TOPSOIL OR LOAM MATERIAL SHALL BE PLACED BENEATH DRAINAGE RESERVE AREAS OR WORKERS AND NEIGHBORS DURING CONSTRUCTION OPERATIONS. IT IS THE CONTRACTOR'S 0') AT THE BASE OF DRYWELLS AND SANITARY SYSTEMS. RESPONSIBILITY TO PREVENT DUST AND SEDIMENT FROM LEAVING THE SITE THROUGHOUT LEECHING POOLS 2,587 THE DURATION OF CONSTRUCTION. 9. THE CONTRACTOR SHALL REFER TO THE PROJECT LANDSCAPE PLANS FOR DETAILS RELATED BASEMENTS 51,961 TO THE CONSTRUCTION OF THE DRAINAGE RESERVE AREAS. 7. THE CONTRACTOR SHALL KEEP A WATER TRUCK ON SITE AND SHALL WET DOWN n n Drawing Number r` STOCKPILES AND AREAS OF EXPOSED IMPACTED SOIL AS NECESSARY TO PREVENT DUST. D C U o PAVEMENT 6,464 C N SUBTOTAL ADJUSTMENTS 65,857 8. ANY IMPACTED SOIL THAT IS TO BE STOCK PILED FOR A MINIMUM 48 HOURS SHALL BE m COVERED WITH PLASTIC. SEP 19 2017 9. ANY VARIATIONS ENCOUNTERED IN THE FIELD BY THE CONTRACTOR WITH RESPECT TO THIS TOTAL NET EARTH WORK 65,857 CY— 62,546 CY = 3,311 CY SMP SHALL BE DISCLOSED TO THE OWNER AND THEIR ENVIRONMENTAL CONSULTANT Southold Town E (SOIL REQUIRED FOR EXPORT) IMMEDIATELY. Planning Board n a� 10. ANY MIXING OF IMPACTED SOIL WITH CLEAN MATERIAL SHALL TAKE PLACE A MINIMUM OF Sheet of >; CONCLUSION: 150 FEET FROM THE PROPERTY BOUNDARIES. v AS SHOWN IN THE ABOVE CALCULATIONS, THE NET EARTHWORK VOLUME IS ESTIMATED AS to APPROXIMATELY 3,311 CY WHICH IS CONSIDERED NEGLIGIBLE DUE TO THE SIZE OF THE SUBJECT 11. IT IS RECOMMENDED THAT WHEN HANDLING IMPACTED MATERIAL, CONSTRUCTION PERSONNEL :3 PROPERTY. GRADES WILL BE ADJUSTED AS NECESSARY IN THE FIELD SO THAT THERE IS NO 60 0 60 120 BE PROVIDED WITH A FACE COVER TO MINIMIZE CONTACT WITH THE IMPACTED MATERIAL. _0 MATERIAL EXPORTED DURING CONSTRUCTION. a SProject Number SCALE IN FEET 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Longls1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_Open Space.dwg O I, V Z it II p' 1 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 BUFFER AREA AROUND SITE TO REMAIN NATURAL i ±284,076 SF (6.52 AC.) 1000-102-1-9.2 1000-102-1-5.2 NOW/FORMERLY OF BARBARA GRATTAN _. 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UTC E, NY 1 31 MARTHA STREET CUTCHOGUE, NY 11935 I CUTCHOGUE, NY:11935 DAVID & DONNA COOK FREEPORT, NY 11520 - i € 3050 HIGHLAND ROAD - CUTCHOGUE, NY 11935 14 DHS COMMENTS 8/23/17 AVL n CUTCHOGUE, NY 11935, No ` 13 TOWN/SCDHS REVISIONS- 7/28/17 AVL 1 Ln 12 TOWN REVISIONS 6/14/17 AVL 11 SCDH REVISIONS 4/22/17 AVL N 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL Ci Designed by Checked by E Issuedor Date July 10, 2015 T Open Space Site Data SCTM: 1000-102-01-33.3 TOTAL SITE AREA = 2,003,582 SF OPEN SPACE REQUIRED: 50% OF TOTAL SITE o .50 x 2,003,582 SF = 1,001,791 SF ® ' #• . OPEN SPACE PROVIDED (HATCHED AREA): w 627,548 SF + 78,360 SF + 67,739 SF + 229,839 SF = 1,003,486 = 50% # J I A Legend Drawing Number W + W + W OPEN SPACE AREA N 1 W 80 0 80 160 WWWyWW + WWW '��"�oV. 0 SCALE IN FEETETC o NATURAL BUFFER BOUNDARY LINE r a C7 I T Sheet o ! 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THE MAXIMUM ILLUMINANCE AT THE PROPERTY LINE MAY NOT ✓ 0.3 N3 t.1 t.3 t.5 t.6 t.5 t.l 0.1 0/t 0 1 2.0 0.2 0.1 0. 2. F, EXCEED 0.0 FOOTCANDLES. , .f 0-7 .1 0.4 0.1 0.4 0.9 1.2 0.1 °. 0.3 0. .0 0.2t.1 t.l t.1 °. 5 0.3 2. THE SITE LIGHT FIXTURE SHALL NOT EXCEED 2,700 KELVIN. b.1 t.4 1.0 1 1.3 b.7 .•. 0.1 .1 0.1 0.1 0.1 ..: 0.1 0.1 0.1 0 0.3 1.0 i 0.2 .2 1.9 .8 0.2 0.1 0.2 0.2 0.1 . ........ 0.8 0.1 ,1 t.3 1.0 1.1 1. t 2 1.3 .4 0.5 0.1 0.7 1.1 0.5 0. 0.1 0. , ,,rte Lighting Notes: t,3 t.3 t.8 1 .6 t. t N ° }_E � ,, 1. PHOTOMETRIC PLAN DEVELOPED IN ACCORDANCE WITH DIRECTION -t. s 0.2 b. Ir �, s � L, �• , _ r FROM THE TOWN OF SOUTHOLD PLANNING BOARD/DEPARTMENT. S. b.z 5.6 t. 0.s �'. e. �� t°.i°W�r� �0- S`-� � rf 0.z 0.6 1. ! . 0.9 0.1 M r,i z _ `t 2. PHOTOMETRICS PROVIDED BY ANPLIGHTING INNOVATIVE SITE •2 1 0.3 b.9 �.4b.3 5 0.2 0.4 2.3 1. 0.1 ,� 1, '/ ,Y,1 f' .a h1 i t , ��. b.z 5.7 1.7 4 0.2 " LIGHTING. f b.z 0.7 1.7 2. t 1.4 o.z t. t.2 t.2 t .1 gCW p �� 3. LIGHTS TO BE PROVIDED AS SHOWN OR APPROVED EQUAL. IF { .4 0.1 �,>-. � },.a h } ,j.;,.�i 5��,-�A I_ -� '' t� � �` m- --{---'-�� CONTRACTOR PROPOSES DIFFERENT SITE LIGHTING THEY ARE .J 0.1 0.1 0.1 0.1 t.1 t.1 t.1 0.2 t.7 1.2 9 0.9 t.1 fs REQUIRED TO PROVIDE PHOTOMETRICS BY MANUFACTURER WHICH DEMONSTRATES THAT IT MEETS THE REQUIREMENTS OF THIS t.l t.l ° 2 3.9 0.2 4.6 0.6 0.1 1.9 1. 0.1 1.1 '' 0.1 .1 �' `' , _.s t.6' 7 0.4 ( PHOTOMETRIC PLAN AND THE TOWN OF SOUTHOLD. {f t.1 t.1 0 1, -- 0.1 0.CC 0.2y _0.1 0.1 JJ -- - ! � . 0.1 0.2 0.3 t.3 0.1 4. MOUNTING HEIGHTS SHOWN ARE FROM GRADE OF THE .1 t.1 b.1 .'i b.1 , _ t.1 t.1 t.2 t.1 t-1 SURROUNDING AREA. 1 5 i 2 1 5 t 0 .1 . . . . 5. ALL LIGHTING SHALL BE SHIELDED TO PREVENT SPILLAGE ON ALL s? , bb. b; >- �� *-; b } f' -3 RESIDENTIAL USES SURROUNDING THE SUBJECT PROPERTY AND t.2 0.4 0 5 .5 °F ' Y MEET THE TOWN'S REQUIREMENTS FOR DARK SKY COMPLIANCE. 1 t.3 t.0 1.o t.4 6. SEE ARCHITECTURAL PLANS FOR INFORMATION RELATED TO BUILDING MOUNTED LIGHTING FOR THE BUILDING ENTRIES. .1 0.4 1.0 4:0.�!'� 7. CONTRACTOR SHALL COORDINATE WIRING OF LIGHTS PRIOR TO t.1 t.5 1.3 :' 0,7 t.6 t.1 INSTALLATION. CARE MUST BE TAKEN TO NOT INTERFERE WITH I b.2 0.5 1. i 6 1.5 0.4 t.l OTHER UTILITY LINES. PULL BOXES TO BE INSTALLED AS NECESSARY TO ROUTE CABLE. 0.1 t.2 t.5 8 .9 t.7 t.1 t 8. CONTRACTOR TO COORDINATE ALL CABLE/CONDUIT SIZES WITH 3 °°I 0.5 t.l t-, 4': t.5 b.3 i.°m U.1 0.1 0.1 I ELECTRICAL ENGINEER AS WELL AS MANUFACTURER > t.1 REQUIREMENTS. 0.3 °pO 0.1 0.1 t.l t.2 t.2 t.1 0,1 0,1 O°1 0.7 0.1 0.1 .1 0.7 0.9 W.3 .7 0.6 .2 0.1 0.1 t.l 0.2 0.2 t.i 9. ALL ELECTRICAL FACILITIES SHALL MEET STANDARDS OF NATIONAL 1.4 1. t.l t.1 ,8 3.7 3 3 ELECTRIC CODE AND ALL OTHER APPLICABLE REQUIREMENTS. t.1 t.2 t.3 t.4 t.3 t.1 b.1 t.3 t.6 t.6 t.7 b.3 1-5 2.3 2.3 .7 0.1 t.4 1.0 1.5 1.4 0.5 2.3 1 0.1 ) 2 ;0 2 .2 .2 1.6 ',0.1 _ .4 3.9 1. 0.7 3. 0.1 r7 0 • t.l 0.9 1.1 1- .5 t.7 a Q I 0. 0.2 0 0.1 0.5 1.3 0.1 0. 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C u tc h o g u e New York 9 . ..2 :3. • ' 0.8 2. .1 ''; / t.1 t.1 1,2 t,2 t.1 t- .1 t.1 t.1 t,l t,i t.l � I Town of Southold W No. Revision Date Appvd. a� IJ 0. 1.8 7 2.0 0 6 - 0. 2.3 2.1 .5 --7.712 r7 0.3 0.z °.1 o-i o.i a.1 °.1° o. o.z z o. z.e 6 0.3 0.1 0.1 o.i a.1 0.l 3 0.l 3.o s °o.i o. 4 REMOVED LIGHTS PER TOWN COMMENTS 8/30/17 AVL 0.1 0.1 0.1 0.1 °. .2 3 ADDITIONAL WALL LIGHTS FOR UNITS 7/28/17 AVL 2 TOWN REVISIONS 1/3/17 AVL 0 I 1 FES SUBMISSION 5/20/16 AVL N I Designed by Checked by i Issued for Date I July 1, 2015 C T O Not Approved for Construction U WOW • . w ' I w � � QTY LABEL ARRANGEMENT LLF DESCRIPTION 11 LA7811PO29LD4NT327K SINGLE 14 ' POST TOP 0. 65 29 WATT LUMINAIRE TYPE 3 OPTICS 27K CCT WRO{\S/ED BY � � � � ^,� � Drawing Number 8 LA7811P029LD4NT327K DOUBLE 14 ' POST TOP 0. 65 29 WATT LUMINAIRE TYPE 3 OPTICS 27K CCT O U PLANNING ' Calculation Summary SEP 1 2011 L �I Label CalcType Units Avg Max Min Avg/Min Max/Min T�� o� �oQ�� V� • Southold Town E CalcPts 1 Illuminance Fc 0 . 54 2 . 7 0 . 1 5 . 40 27 . 00 DATE �} Z�/�7 �I Planning Board CalcPts 2 Illuminance Fc 0 . 49 2 . 2 0 . 1 4 . 90 22 . 00 / Sheet of T CalcPts 3 Illuminance Fc 0 . 54 2 . 6 1 0 . 1 1 5 . 40 1 26 . 00 1 3 40 0 40 80 CalcPts 4 Illuminance Fc 0 . 48 2 . 2 1 0 . 1 4 . 80 1 22 . 00 CalcPts 5 Illuminance Fc 0 . 53 2 . 7 1 0 . 1 1 5 . 30 127 . 00 SCALE IN FEET Project Number 0 29305.00 \\vhb\proj\Long1s1and\29305.00 Heritage Cu tch ogue\cad\ld\Plan set\29 305.00-Ligh tin g4.dwg E 0 > T 7 r 1 0.1 0.1 -1-1 0.1 0.2 1.1 w 0.1 0. 2. 1. 0.1 0. 2.9 0.1 1.2 .5 0.1 0. 1.6 .4 0.1 0.4 2 Y FJ 0.1 0.1 0.2 2.0 0.2 0.1 1.7 0.1 0.9 0 0.1 .3 1.4 0.1 0.2 0.1 0.3 0.1 0.1 0.1 0.4 "S ` ' Engineering, Surveying & 0.2 0. 2.0 0. - 0.1 �i Landscape Architecture, PC 0.1 0 0.1 2.0 1 0.1 ✓ 100 Motor Parkway .3 0.1 0.1 0.1 .0. 0.2 0 Suite 135 Li EN 0.2 0.7 EN EN Hauppauge, NY 11788 1.0 0. 2 EN 631.787.3400 6 .9 0.9 1.3 1.. 1 2.5 1.0 0,7 0.1 0.5 2.5 0. 0.3 0.1 0. 0.5 0.1 0 1 0.8 1 0.5 .2 0.2 0.2 0.1 0.1 0.1 0. 2 1 0.1 0.1 371 0 0.1 0.1 EN 0.1 ✓ 1 0.1 0.1 1.0 0.5 0.4 0 0. 0.1 0. 0.1 t.1 t.1 t.2 t.3 t.3 t.3 t.3 t.2 t.2 t.l t.I 5.3 t.3 t.2 t.1 ✓ ✓ 1.1 2 0.1 0.2 t.1 t.2 t.3 t.6 t.9 t.9 t.9 t.7 t.s t.I .... t.5 t t 7 t.7 t.I t.6 1.1 .3 �7 .......... 0.1 t. 1.5 1 t.6 t.3 t.1 t.1 1.1 1.9 t.8 Z Z� ).2 t.2 t.1 t 1 0.2 b.1 .0 t.4 t.2 I t.2 1.2 t 1.0 0.8 3 t.1 ).7 t.2 t.1 0.1 t.1 5.9 1-7 1.6 5.7 b. t.2 t.6 . t.2 t.1 0.9 1 3 '2.7 '0 1 0.2 1 0.1 t.1 t.5 t 9. t.0 5.6 0. 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Unit B-Side Fc 0.78 5.0 0.1 7.80 50.00 Unit B2 Side Fc 0.80 5.0 0.1 8.00 50.00 Unit C Side Fc 0.73 4.8 0.1 7.30 48.00 i Luminaire Schedule Symbol Qty CalcType Label Arrangement Lamp Lumens Total Lamp Lumens LLF EIA 248 Illuminance -015 GB 700WSBOW4W-LED830 SINGLE WALL LIGHT AT UNIT ENTRANCES MOUNTED 8.5 FT 699 173, 352 0.800 • B 124 Illuminance -015 GB 700WSBOW4W-LED830 SINGLE WALL LIGHT AT UNIT GARAGES MOUNTED 10 FT 699 86, 676 0.800 Total 260, 028 Photometrics for Wall Lights at Residential Units : Total Lumen Calculations Luminaire Schedule Qty Label Arrangement Lamp Lumens Total Lamp Lumens EXTRU,4'HE/3HT, SMOOTH FINISH EXTRUDED ALUhr;NUA4,----.. -- 248 -015 GB 700WSBOW4W-LED830 SINGLE WALL LIGHT AT UNIT ENTRANCES MOUNTED 8 . 5 FT 699 173 , 352 124 -015 GB 700WSBOW4W-LED830 SINGLE WALL LIGHT AT UNIT GARAGES MOUNTED 10 FT 699 86, 676 :14'-0" BOWM \ . � 27 LA7811P029LD4NT327K SINGLE 14 ' POST TOP 2 , 700 72 , 900 4J.ALLSCL7f1CI TEGHLIGHTING 9 -015 GB 700WSBOW4W-LED830 SINGLE WALL LIGHT AT CLUBHOUSE MOUNTED 10 FT 699 6, 291 1 FFLEDI8Y/PCS SINGLE WALL LIGHT AT SIGN MOUNTED 7 FT 2 , 042 21042 h• , 't :G i n n•}' r, HAND HOLE WIRE ACCESS 18"AROVE GRADC Total i, 341 261 LED I:r;' .,..'.I'r c:;, tl:l rn;i` cel ic;r ?{„•Ci' '1'r,l,!, :'c,.via, 117 r,= {i•:11 r'Rt: ''E:;Irl n,'t ti'"•^ CAST CLAM SHELL CCS6502 '1 / High quality 1.111180-tested LEDs for consistent long-life perforn•ance and color ' I Outstanding protection aqa Inst the elenne nts: ANCHOR BOLTS 3 •Ma!ir,P-g rii1p potxrder coa',f'Ir-is hes (FOOTING DESIGNED AND BURIED IN CEMENT FOOTING •.'stainless Steel it otinting hartl'r°:8re INSTALLED BY OTHERS) `�. > •Impact-resistant.UV stabi'izcd frosted acrylic lensing GRADE LINE \ APPROVED fly t r-- rLANNING WAR FFLED'18Y/PCS RAS f t ,T a TOWN (�� SOUT}��3 D Y.R_^S 17F •> :, Project! Yp T e: q. DA -� � ;a r• 706'NA4�VE5T POINTE AT CUTCNOGUE 2-(. �•••j 9044 Del Mar Ave. ,•;E'"'€.. ';,"IC'f.' `,,.•Y".• , + Montclair,Ca.91763 B01h'.1 ,N Pre ar0d S Date; , a, A Fa`;�'`;",'a�t.�f`•t 3 p Y' 9A2-Ia07 (909)985-4310/fax _ S INNOVATIVE.SITE LIGHTING UoTE, FLt;S11D529.D:\::P � e,,. �'. _'"" .� ` DWG NUMa=_ti: .K-P.D9SI5.125{iS55i? '•:'..`,:,:,>^ a a,.,°. FINISH: #70BENT.ERM'NEp DRAWING BY:K.LENTZ Driver info LED info DATE: 05 30 17 SLALE: NTS QTM: 111r4arsl('V>:f t.'r. Tyr,,.: Cons!sntCu"_ni Watts: 1P'Jd ^•ht - ,. : .. - -'�.,�..,x. '� t7n`,1. D'.'P Cnra•T: w 3'fi?K 2L'.8L•': N:A Cab=Accuracy: 8-Ci" I Q a a 1$11'.1 N,'A L7%•'tlrespa 1"n�'" a d ??7l' NA Lu•1t t,=, o E:34'r�1F hd v e 2:>t. r t „w, e, e F^n: <1 `y t .•r° •L•. .i: .,. at,J}+:',.. ?7W F". ^y .i:. :ir4�rf 3fsdl: '¢ '" P• ,-s :,) �•r'� f �I r,• ,,fy� s,s, =r t �,. d, a1'r.-'"Ttflt+^ ,- .� - .»•�� tt°< � �.'Y ..r.. ',.:Y .f r. .. .>,r' ,}'s` � ,�.�,; O O R�;i:tn.;u',i 5,ai>e•t FD'ao, :h:dt>,Igt•,>d to:sill's^�7.=1'z,tr?a H:h:dt, "�`,tv.nt , ,, i y .•. o 0� [t.a'.5:.K'r::.f.r>,,..0 r.., F's�fl�i-:a h rtl;:fib,•>r.r.:,;._3 r n,rv,,kxq?f F`D a^d:1,i,ei `ws.p.yl?,t)sF.fn•tilt :� :�".-.,. fa^ade,Lgt-=:ng sEr xI-yh:•rr; Irr;!:;^e,t,e,affix:f^5'rrsya'tc,nst„n1-errsecu•t'aIilpil,i^ Project: Project: .,.r.0`,1;At'€ _ Ca:° 8-cr.z W:: hi:4°'t+s Fixture Type: Quantity: Fixture Type: Quantity: INNOVATIVE SIT L I G H T I N Customer: Customer: Technical Specifications -I'r•:a rri ;.,.,° <.,", , . r'' UL >; LED PERFORMANCE W",,RANTS• sv t , L:(1' x < fC �./ w.e.rausi O 1! PLATFORM SPECIFICATION: q:,•, Project " caw. „_ w,<,»_ - -- 15 1/2" PLATFORM Listings Airflow: Optical _ ••� SPE ` . a DLC Listed: d,- ; e•, NEMA Type: g MODULE: P Efficacy ranges from 80-115 lumens per watt " All,v trrhnn!o•ay h•'a ^Ina tot T:rperior rno�no. yP Y 9 P The Heritage a t Fixture e: _.Quantity: dq � Material: Finish: Type: Ttss p'trd::H i:;aan it,,`7F>•esti L=r3"ts Cnn'sr:nn'Y^(ry"r:; NP"=`A t?egrrE Spree�t at 7H x fiv All arts are durable 356 cast aluminum A polyester powder coat high quality LED System LED System Customized lens precisely directs the light Ambient TOmperatur0: 1 CCT Lumens Efficacy CCT Lumens Efficacy Customer: G;.at red P:ad>rMs,i.1st ant,4 e'i;it!t•.tu'rs tsatws r•<:m Electrical and high strength aluminum. finish IS electro-statically applied and Wattage Wattage Y Wattage Wattage y D:C'l` ,ribw UV:t-c�,. Swtablr'Lr:r use rn:u"'F(A^"Ci),,, hNe,t , _ All hardware provided shall be stainless baked at 430°for exceptional durability Operating temperature of-30C to 55C steel or zinc plated steel, and color retention. Products undergo 16W 2700K 2000 19w 125 29w 2700K 2700 30w 90 0 o C U t C h O e D_C c'ir,auc.t Ca»e PVrf"PTr lel ;:r.:atures Driver: an intensive flue-step cleansing and Dimmable 10/-100/o Weight: 25 Pb C , ,,;; Fixture Mountin pretreatment process for maximum 16w 3000K 2000 19w 125 29w 3500K 2700 30w 90 g Cold Weather Startiit rr g Life:L70 is 60,000 hours EPA:2 2 UL Listing g: -r t a r yeas .14 -Z.?u,50-6:ti ,1tsC dost Mount: Post Cap with set screws. paint adhesion. 16w 3500K 2000 9w 125 29w 4000K 3600 30w 120 Far t':at to-n tons 8:,13=.Ir rc^r zits 3 9 r:r,a„,sr o trr,l e afire s d0 t l-40 C; p its 3"and 4"poles. 1 9" 22 1/2 Marine rade finish provides superior7. CCT:2700K,3500K,4000K and SOOOK • maurt.r,9' Thermal Mana nrnentHausinm: Surge Protection: Drivers: salt,humidity and UV protection This 16w 4000K 2000 19w 125 29w SOOOK 3600 30w 120 Cutchogue New York g- ED d CRI. 70 @ 5000K engine g i ;' H" r. ' f.. r i " " 6+V driver er s See cations. L of cont)uous salt s spray,comes with ICSNA LM 79&LR9.60 Tcsttn en in _. r. •tri r r P P 46w 700 450 46w 80 .. !` -,...,.,..., ,..,.<a- .n 7:e-,as.a u nil_,7 c+s r,r Inns Ira 1 .a 1x._,a.-nfi ' Y 2 K 3 'stent light tut �r ,.�._fes RT11',j,� I'\\:: C�:,..'i.�,rf)I"d _ Gerrerat; Fixture Mounting; 9• t a I 24w 2700K 3000 28w 125 Parallel circuitry ensures const I g t ou p is 5-year warranty and Is available in ^..._....._......... .. _...__-__._..._.._._......_......_._..............-__........_.......-..•......_...._......... ... ...................................... _..._......... ..... .........._._...... ..-. ....__. t � - .a ar-n. ' in the event of single LED failure ` 1[• Daae h1 s"7e or wflg arm Pest Cur mount to tenon RAL LFI) napes h,iY t t t.n taxied t' an father _ w " Electrical: eliher a textured or gloss surface. w 28w 125 46w 3500K 3910 46w 85 9 _ ..__. 24 3000K 3000 Town o Southold Approximately 12"of pull wire extends LLJ mo;snts map not a„cbmma• indepand(•nt 1.3tA^,r,7ta„Y In;,rt'ordan::e'.>ti'ttt hE.r+NA Y,ftt- Mounting: -. - - . . .•� , .. _. ... 700taSrSBL)t d LF?t;'''f+, r.• ,.€ ;•,t„ d,,+`e all ANP luminaires Post Arm Mountie 7g nd IAM-tic,and have!rllreivead the Dx California Title 24: from luminaire. t mout al pull wire Modifications: _. g: a p rtment of w w w w rovided for post mount arms and wall Consult facto for custom or modified 24 3500K 3000 28 125 46 400DK 5014 46 109 1ra,y-d:.ty rn,.ta:'ty are,y'9h"C" :g sial E P P factory s PLATFORM DRIVER No. Revision Date Appvd. a 6 LL.=s:• Post Cup to accomodai± Fr,(^v"Ligtv:nr Fa^ft:label. FR FD°:,•PCS C mE:te tiri+.t.. 013 Cal ka nia Tit P F mounts. luminaires. 24w 4000K 3000 28w 125 46w 5000K 5290 46w 115 a) star=r'+t°^,s1'-r+i rrr•,a +� 1 y Material: 3 sari d"pole. LED Characteristics b dirl'^i;j<and ele,rAr'l at aides a:a canv,wrt^Ial uutda:l' SPECIFICATION: " Reflector: rein rn r._n.n,:n1e-A fi,livv a 10 V:x1,;. 37w 2700K 4000 43w 108 O J , 4311 All parts are durable pestes at 400mA w Lifespan: 355 cast aluminum and Efectricat Semi-sly,.rAir a'xxfix('.t M lminim Warranty: 37w 3000K 4000 43w 108 Built in surge protection high streng!h extruded Pug were provided 10::C''?''hau Lr D I11cSo n bas^d on IES L",t 6%, H�. O •'-•--•-^-.-..., ...^-,-..- .. -..-. .,, -,.- . W e°uh strep th.mcunt:ng reruh and Tf.1 2t r 'ce' :a^r d¢f c S lR ma'enals and fe,;e our D Xmar,t' itis Penad,,or LA781 Weight: 28 lbs "'�- 37w 3500K 4000 43w 108 Constant current output 50/60HZ d' -. --- - -. LEDs: t>ee;";years from!>e date a de':4'8r.Lb the end user. P . LED °'B LA781 : 1-_ P046LD4 - - • 72 37w 4000K 4000 43w 108 Driver >90% ower factor above 99% 4 REMOVEDUGHTSPERTOWNCOMMENTS 8/30/17 AVL d Gaskets: EPA: � p hardware shall be ModE[rcatians: •9 13'24temy.>a-ature s�cone q:tike=; r, , t �_ _ - �N_ �T$ 40K� PCS � PA5851 ; to-..1 _ _ Y P +1/( 5 8" trcI0 ria co cera r of°r^h?crc,E',._'. colo,ssb•l+ty. : 'See Table Below `_ii" .--, .. m .�... 11 1/4 F-"t' /V 5=*'�In':C55 91eE1 L,f ZInC Const;"factory for custom Finish: 9' � F i 120-277 volts M:,;ti•_h,:,hie"a.tgi=. Irmo I/r LFt'tr. F,,r,»,ulafert`or n'glr-do:rah:'it and to^q`:ast�<•r ,:vlor d-,aer m 3 ADDITIONAL WALL LIGHTS FOR UNITS 7/28/17 AVL <t p#at?d StPeE or nrrdlflt-=;arms. ' F:nrfot*rta':r.e sold flr',rcc trn•;ct� Luminaire Pendant or light Source Dimming Optics CCT Accessories Mounting Finish Calor Consistency: Y t o Y Series Post Mount 9 Wattage Source MODULE SPECIFICATION: MODULE LISTINGS N � Patents: ..... . 3-step t.!w Ada r,P ic,sP h r nie:g€t:art<iPxa r onx sir. : Green Technology: 1/3/17 AVL t` ___... .. Ter LC D do=,�•,,y proter.sd trp U S.i'a=.Dil43.147, Efficacy ranges from 97-125 lumens per watt 2 TOWN REVISIONS N iiy.Prrrr=-°n-`zt,rn eni;7r aaarru tied U`;'tree.ft•ot":'cern^€art rani o^e^.ts ,, •, 1; 2 3 4 5; 6 7 8 PLATFORM LISTINGS O ! �c• } Canz..a P a;u,;145 :f ro-='at ZL2011301713?4.1, •Fully compliant with the RoHS Directive 1 FES SUBMISSION 5/20/16 AVL 1 tr< Po`yes8 6r powder coat fi^Ish fcrnult.te i vvilbout<+�e Dimmable 5%-100% N : Color Stability: Mexico Pat.':757 and ve^d ri,rWen'it Taiyv3n. yr %- - I-. •Certifications:CE/UL/ETL use of VCC bP tJr,•C'x:ary P,C1G. � LA781 T^' ?"^ i•--• t Life:L70 is 50,000 hours � •Fully compliant with the RoHS Directive t n<..- I I _& 1 t,D ro or terti>e'-:u.,,ix w7!rantiari ir,shift nes rilwo American Enreiau of Shipping(ABS) ,"- ; Designed by Checked by ,..,r»> Pa222 - POST ARM � : _':•� '.•,. s ^ Pp q( ): • •Certifications:ETL PA 1 - - N/A 7 It,ar1?{,OK n:CGT v.P a S yea•i, _: t CCT:2700K,3000K,3500K and 4000K • ....-. Cast aluminum post ane for past fixture. L -' L..,...� €._.. L..... For r,€se rn Morst:u Ofisho•:.>DI'ILr,q U•Ils rM:)CU) na - - as i y, p-I„q vF°,e1r FIXTURE ORIENTATION COLOR TEMPERATURE(CCT) MOUNTING SOURCE CRL>90 •Rated IP65 with an optional IP66 rating , CotorUniforrttit sr: ,..- -n >ost Ar••-• Pendant N,rnbsr center Fir.,,+ FAf?'�,n1^aunt CCT iC'c•-'ala,re;+^e,tr.=Tprrlwe•=sn€=r; Equivalency! 1 Post � Platform Module Post Mount Arms Wall Mount Arms Issued for Date E STY, Past of Arm: Mr:ant q y' See for Style/Size See or Style/Size .-.•.. - _._,. ... N 40f,w;the g,ii fF i••Ps n'the Arra,ri:an Na•rzr:r' Page 3 StylelS Page 3 11 ,LtrF.E •-• .- - ..., ..,,....- M. ,,i,nd,e df+;r(;"St jPtodor°4 ANSI C7c x.1.14.."ec. ... Ir.70 r'1,L ..t€+ida,•+,C. I 27K (2700K) 27K (2700K) PA3321 PA8521 WM2741 WM7421 ,. .'"" .""�- ."�,... �" July r 2015 r � - - ' 35K (3500K) 30K {3000K) MODULE DRIVER SPECIFICATION: Re ,r,ar,F; , 1 v_ ______.v_ ! •A ,: Construction LIGHT SOURCE&WATTAGES - PAs15t PA6571 WM2211 WM8021 T P Cc�e,fA.,�,•,4 1 2 . 3 4 IP Rating: 40K (4000K) 35K(3500K) PA5411 WM300t Operates at 440mA to 940mA A Ingress r>rolectir,n rain^,at IP65 fcr dost grid waver SOK (50DOK) 40K (4000K) PA5611 WM3351 Built in sure protection _.- -- P029L04 g p Not Approved for Construction N l:„ PA222 1 2 NIA (29w Platform;400ma Driver) -rr';.f::•: w P046LD4 PA5621 WM4511 Constant current output 50/60HZ (46w Platform;400ma Driver) a a ACCESSORIES PA565t WM5131 Driver Efficiency>81%power factor above 90% „ . M016LD (16w,2000 lumen,Cr 120-277 volts F s3+ 2ArmConfiguration HSS90 (90'House PA6211 WM5161 f, -r>'': fr„'r' ixgr.to•30, :,.rl �.,in• ahR•er,rr.:.-',,,.r.<'e •°.u.,r e,;'rrh cro•: z'i ? 1 J W ee module) HSS120 (120°House Side Shield) ate-+ '�, •.: .f - PA6311 M531 ..., ... ,.-.-_..... .-... -._ . ......- ..-__.--.... ..., - o e i:.,i,> K. °.: -..,..,r: P.:,. ;.S.• a::.,!1 n .t• M024LD (24w:30001umen,Cree module) ,,.,,, .< H S 5160 (180°House Side Shield) ;w t 2 t'' 15? 7,tE. M037LD 37w,4000 lumen,Cree module PA7911 WM5601 490 ) ;) ,,4-_._l., - ( ) EMG-LED (LED Emergency Driver,remote placement) WARRANTY HLMSPC (High-Low Motion Sensor/Photocell; PA8131 WM5611 1 lLLJ__ 4C° See terms and conditions for complete fixture warranty. ) DIMMING 0.10v Dimming Required) Column Mount J f PC (Button Photo Cell) See Page 3 for StyletSize LED warranty information i w 327 FLED1€tpp�/ �.�+ N (No Dimming) year limited warranty on Modules!Drivers '>`, , tiC' 8 i/ ti. S R� C Column 245 ._._...._...._._. l ,I yi `:,` C c r •+r+ D (Dimming;0410E OC (Surge otocel,in 10 3 SP 8 kV) M Colum •5 hoto P05TARM ORiENTATIC}I�I CANTER?AOLtNT C)F'TiQNS FiNI HES F ( g: ) TLPC (Twistock hoptocell,includes •7 year limited warranty'on Platform LED engines 1153 _ __-;: t rE' 1-Post NIA standard MarFne st.'mdam Marfnr ® � FINISHES 5 year limited warrant •on Platform Drivers ' 07 y j trade Gr.da Graaa Grade Dimensions Features TL (TwstLockreceptacleonly) y y r 7 i t e OPTICS TL5 (5-pin Twist Lock receptacle) Standard Marine Sandard Marina •• Q! , 1`tr 49 NA Raw Urti.j,hera $3 160 Canner Cis,' UI i e fl c 1 LED femt de g PlatformModule Grade Grade crane Grade 1 ....................... ! n7,C31 st r, ( P receptacle) Y YP Y P P operating. N -' ' P tf i TL7 7- in TwistLock rece lotto 'Limited Warranty: Atypical feat ear is defined as 4380 hours of operation.Failure defined as more than 8%of the total platform LED's not o eratin - t 0 4 Al e 7,A1, 1 flnr (Type ) aw nTinisnad y _ Drawing umber ;•,. i f'�LdMEtE:R OF ARMS ora. .ren, a -re ,. _ ., - .- _._........ ...... ............._.,.. ac aver , gn 101 B�" 56 409 $'•> 40 NA R U 53 100 Copper Clay In N d2 102 F uC -. 61 106 a<ck V�n 51j$" trent"- n�.� ^fficht- T2(Type II) '1'S T e V 43 114 F1°iq+tT Rea TO 118 Pairtea ciao- - 1 ..G'..ha... I.t.Gnacr CIS t_P4 8.fE:9.. T3(Type ill) 42 102 forest Green 61 106 Black Verde rf -.`.. `. r.-•- 44 107 v`dhite 71 105 PamwdCopp,, TS(Type V) 43 114 Bright Red 70 116 Paroled Chrome -•,,... ..,,.._.,. .. -..._ ,_.. ....."-_.,,..._.. ,_.._.^".._.,.__............._„�.,,_..,-, __..�,.,.._...._....._.._ .__,__...._..- ._._...._........ ., 1G3 ......:,. _, r. + NE4A,wYppe:r7HxfV N as 4a to7 White n 105 Pamlad Copper Mi 2-Two Arm Can,: ura:ion g 4s 123 Sxrgttt B' 72 198 f0a trxefl R•( �� i 45 112 Bright aloe 72 108 Textured Black cr 245 - :f'" 46 123 S.+n,ryVrl"n:a 73 125 A1.tth Stark A t-fl,ra Ir•h^a',,:,,he-,,�.i�.. SEP 19 2017 �' r, Trrtvrn+! 46 123 Sunny Yellow 73 125 Mane Back rr 47 126 A'y':a G•reP. 76 121 Ar t t+•[twat t "BUG RATING TABLE Textured >` 327 - ', Btu=:e "y^a`wn='r!nf , `?,•' �_ a 47 120 Aqua Green 76 121 Architectural -p 4�t� _ , _ " ,t ,y, 49 NA Galvarzea 71 127 IrKuiredwhno -81-U3-G1 P046LD4NT340K Bronze Southold Town 49 NA Galvanized 77 127 Textured White '' B21-11.12-GI P046 NT540K t. .%' `5,T 50 t11 Na^,w 78 t24 Tcx'.ured save• LD4 tanning Board N r s••` , 50 111 Navy 78 124 Textured aver , 4907 _.- 7" 0- "" 7;, ;� 51 103 to 130 Aspen Green s1 103 10 130 Aspa>?Crear rs•ru,zr Architectural N 52 104 Pmma klelf,, tt 131 U) Bron>e T EC H LIGHTING' !2 133 l.aac 13 132 Putty $�' 52 104 Patine verde 11 131 Cantaloupe Sheet of 12 133 Lilac 13 132 Putty j j 3 3 O ccr,so rad^ry far addigorm paint Mn.yss a"rtt Sva,labllgv !n GENERATION - - Consult factory for additional paint charges and availability 0 0 (D ,.r,..,rd-T,..•xi.,,, ;.,.a"<,.wpb,,.,>.,rc,,;+^+<..;.rat,,,,:.,�r-....:u1°::nr€.:i .. L... A,. Cts)." Tr•!,L,,:^',,,-rr�',r,,,:.r,., K�-::....,:;.e..lir:),,::Fw.:s.a[,n;�L'.•rrs...ta�.:rn;...a`.rr•I•.:::.n "°;.:±::L, %r.-'S,'.",:' O O O �;2016 ANP Lighting.Ali rights reserved.Theses specifications are intended far general purposes orty- '�-$00-548-322'7 + ©2016 ANP Lighting.All rights reserved.These specifications are intended for general purposes only. 1-800-548-3227 ©2016 ANP Lighting.All rights reserved.These specifications are intended for general purposes only. 1-800-548-3227 , _.-._„__. ........_. „- p g P P y ANP reserves the right to change material or design,without prior notice,in a continuing effort to upgrade its products. ANP reserves the right to chane material or design,without prior notice,in a continuing effort to upgrade its products. -•'•-•• -^--••••••- - ' - ANP reserves the right to change material or design,without prior notice,to a continuing effort to upgrade Its products. ANPlighting.com 9 g 9 P 9 P9 P ANPlighting.COm 9 9 9 P 9 P9 P ANPlighting.com Project Number > V) \\VHB\PR0D\L0NGISLAND\29305.00 HERITAGE CUTCHOGUE\CAD\LD\PLANSET\500' RADIUS MAP W 7 8 _J ® ® ® o 6. 1 ® � ® 9. 1 ® 17 26 N 13 CUTCHOGUE SCHOOL s Q DISTRICT OIN • 12 N N O 25 ZONE: R-40 O 9. 2 o N (RESIDENTIAL LOW 0 024 DENSITY AA) ® Engineering, Surveying & 5. 2 O4 ZONE: R-80 (RESIDENTIALLOW DENSITY A) ® Landscape Architecture, PC �^ 100 Motor Parkway 0 10 Suite 135 ZONE: ` 4 (Do �' 29Hauppauge, NY 11788 CO N ' DEED ® ISI ® ISI ® I ® Il 631.787.3400 N 1901.44 (DEED) NORTH ST. 17 S38°30"50"E ZONE: R-80 1904.80' AC ®e ■ e ® ■ ■ ■ ®+� ZONE: BT � 8■ ® ® ® ■ � ZONE. HBAA ■ . . ® ® . ZONE: ISD � o w ?? C, cry 9. 2 OC N N ^ 23. 1 � a, cfl nm 4. 5 4' 6 mm �� S37°04'40"E �Q ' J oC 4. 4 ■ ■ 1 O Q N 269. 77 (ACTUAL) ®LU v Q W L N ® O 273. 68' (DEED) z N LO0 0) 20 Ln9. 4 � • , LOoar 4. 7 ZONE: HD (HAMLET DENSITY RESIDENTIAL) L®N CIO Q � � � ri EVERGREEN DR. J � �ING ST. ° Q� GRIFF S37 04 44 E o SUBJECT PARCEL 95. oo' w S I � ZONE: HB00 ^� �� N 4. 8 0 anm � � � @ � (HAMLET BUSINESS) S37-13'30"E DEED) c� 102 C° " N 37°04'30"E (ACTUAL ® ® ® ® ■ NN U 4. 11 4. 10 4' 9 �W ■ °® I N37°13'30"W 400. 00' 221. 47 1 33. 4 of O 33. 3 3 ZONE: AC z® . . . . (AGRICUL N O O ® O N ® O O N S TA TE O F Legend CONSERVATION) p N N -ZONE: HB NEW YORK • ® M 500" RADIUS 18. 1 �--. �--® -,---�-� --,--�- • • ZONE• R-40 • • 3. 3 W ® o �� ROMAN CATHOLIC CHURCH � ® ■ SUBJECT PROPERTY 3 COUNTY OF 9� I I I I I SECTION LIMIT 3. 4 ►� OF THE SACRED HEART SUFFOLK (� CIOo o ® rte DEVELOPMENT I BLOCK LIMIT o I Ln RIGHTS ®c'V ZONE: HD (n ® I I ® ZONE LINE !BLOCK LINE 36"54'20"W ZONE: R-40 2009.22 ACTUA �IIIIIIIIIIIIIIIIII - 2009.51 (DEED) 490 SECTION NUMBER SECTION LINE I I I + _ L 22 26 3 2 5 2 7 2 g O BLOCK NUMBER __ - 23 24 28 30 31 101 - 3 2 3 3 3 4 i 4 LOT NUMBER - Z NE. R-40 (RESIDENTLA LOW DENSI Y AA) s n HIGHLAND ROAD O =-_0 - 7 - rl � 21 . 3 = �Q 21 O1,1 -. . a • • _ � 41(� C 37 13 Z cc 8 9 7 ECHARGE r`A _ r � '!0 D 6 � BASIN 5 4 3 _ - 14 z CL TOWN OF SOUTHOLD 8 19 20 12 10 100 0 100 200 - a tn IL ° 11 1 REV. OWNER'S LIST 12/29/15 15 7 SCALE IN FEET = 6 8 9 10 7 No. Revision Date ppvd. Owner List Designed by DP Drawn by DP Checked by AL CAD checked by CS Approved by KW DIST: 1000 SEC: 101 BLK: 2 LOT: 21.3 DIST: 1000 SEC: 102 BLK: 1 LOT: 4.7 DIST: 1000 SEC: 102 BLK: 1 LOT: 6.1 DIST: 1000 SEC: 102 BLK: 1 LOT: 23.1 ---------------------------- DIST: 1000 SEC:102 BLK: 7 LOT: 7 DIST: 1000 SEC:102 BLK: 8 LOT: 4 DIST: 1000 SEC: 102 BLK: 8 LOT: 10 DIST: 1000 SEC:102 BLK:8 LOT:34 ScaleDate DI BORGHESE CASTELLO LLC JUNG RICHARD G BARBATO MATTHEW J ZAHRA CHARLES J DIST: 1000 SEC:102 BLK: 5 LOT. 9.2 SALICE CHARLES G D°ELIA JOSEPH F MARTILOTTA JACK H DIST: 1000 SEC: 102 BLK: 8 LOT: 20 DIST: 1000 SEC:102 BLK:8 LOT:27 GAMMON SCOTT 1"=100' February 26, 2015 17150 CR 48 JUNG JEAN T BARBATO KERRIE J ZAHRA JEAT T KOEHLER FAM LTD PTNRSHP SALICE THOMAS P D°ELIA CHARLENE E MARTILOTTA ROSEMARY ROMANELLI PAUL LAKE CYNTHIA GAMMON VICTORIA Project Title PO BOX 957 7800 CALLE PINABETE 1142 GLENDON WAY PO BOX 1137 108 ALLEN BLVD. 1940 CROWN LAND LN 160-35 23RD AVENUE PO BOX 214 90 BRIDLE CT 2270 HIGHLAND RD 770 HIGHLAND RD CUTCHOGUE, NY 11935 CARLSBAD, CA 92009 S. PASADENA, CA 91030 MATIITUCK, NY 11952 FARMINGDALE, NY 11735 CUTCHOGUE, NY 11935 WHITESTONE, NY 11357 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 The Heritage CURRENT USE: VINEYARD CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: GAS STATION CURRENT USE: FIELD CROPS CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL At C utC h O u e DIST: 1000 SEC: 102 BLK: 1 LOT: 3.3 DIST: 1000 SEC: 102 BLK: 1 LOT: 4.8 DIST: 1000 SEC: 102 BLK: 1 LOT: 7 DIST: 1000 SEC: 102 BLK: 1 LOT: 24 DIST: 1000 SEC:102 BLK: 5 LOT: 9.4 DIST: 1000 SEC:102 BLK: 7 LOT: 8 DIST: 1000 SEC:102 BLK: 8 LOT: 5 DIST: 1000 SEC: 102 BLK: 8 LOT: 12 DIST. 1000 SEC: 102 BLK: 8 LOT: 21 DIST: 1000 SEC:102 BLK:8 LOT:28 DIST: 1000 SEC:102 BLK:8 LOT:37 DIBORGHESE COSTELLO LLC BURNS DOUGLAS HANNA-KIRBY JANET MCCAFFERY EDNA F BAXTER WILLIAM J JR SULLIVAN ARLENE S KENT PHILIP M CATO WILLIAM ITZKOWITZ JOEL VELEZ WILLIAM F TOWN OF SOUTHOLD 17150 CR 48 BURNS LYDIA 2955 DEPOT LN SCHOOLHOUSE RD SAILFISH POINT 1760 CROWN LAND LN KENT JILL T CATO PATRICIA MELTZER ISABEL VELEZ VIVIAN CURRENT USE: RECHARGE BASIN Cutcho ue, New York PO BOX 957 1750 EVERGREEN DR CUTCHOGUE, NY 11935 PO BOX 32 6915 SE HARBOR CIR CUTCHOGUE, NY 11935 1495 HIGHLAND RD 2605 CROWN LAND LN 1345 BRIDLE LN 2060 HIGHLAND RD g CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 STUART, FL 34996 CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 Town of Southold CURRENT USE: VINEYARD CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: RESIDENTIAL VACANT LAND CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC: 102 BLK: 1 LOT: 8 DIST: 1000 SEC:102 BLK: 7 LOT: 9 Issued for DIST: 1000 SEC: 102 BLK: 1 LOT: 3.4 DIST. 1000 SEC: 102 BLK: 1 LOT: 4.9 ANDERSEN ROBERT F DIST: 1000 SEC: 102 BLK: 1 LOT: 25 DIST: 1000 SEC:102 BLK: 5 LOT: 10 TETTELBACH STEPHEN T DIST: 1000 SEC:102 BLK: 8 LOT: 6 DIST: 1000 SEC: 102 BLK: 8 LOT:13 DIST: 1000 SEC: 102 BLK: 8 LOT: 22 DIST: 1000 SEC:102 BLK:8 LOT:29 Subject Parcel DIBORGHESE CASTELLO LLC URWAND VINCENT 2855 DEPOT LN EVERS MICHAEL GATZ PETER H TETTELBACH LISA P KIMMELMAN MICHAEL FORTE ROBERT A FOSTER JENNIFER L DIMARTINO STEVEN E 17150 CR 48 URWAND RUTH CUTCHOGUE, NY 11935 EVERS KELLY GATZ VALERIE E 1530 CROWN LAND LN KIMMELMAN DEBRA FORTE ROSEMARIE L CRED SHEL FOSTER THOMAS P 585 DUNE RD DIST.: 0200 SEC.: 102 BLOCK: 1 LOT: 33.3 PO BOX 957 1650 EVERGREEN DR CURRENT USE: ONE FAMILY RESIDENTIAL 725 SCHOOL HOUSE RD PO BOX 1048 CUTCHOGUE, NY 11935 1865 HIGHLAND RD 2765 HIGHLAND RD PO BOX 1035 WESTHAMPTON, NY 11977 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 PO BOX 274 CUTCHOUGE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL NOCRO LTD CURRENT USE: VINEYARD CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC: 102 BLK: 1 LOT: 9.1 CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL ATTN OX RgON & CRON 71 Not Approved for Construction BARRY ROBERT CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC:102 BLK: 7 LOT: 10 DIST: 1000 SEC:102 BLK:8 LOT:30 PO RIVERHEAD, NY 11901 Drawing Title DIST: 1000 SEC: 102 BLK: 1 LOT: 4.4 DIST: 1000 SEC: 102 BLK: 1 LOT: 4.10 BARRY JOYCE DIST: 1000 SEC:102 BLK: 5 LOT: 11 SADDLE BRK RNTAL PRPS LLC DIST: 1000 SEC:102 BLK: 8 LOT: 7 DIST: 1000 SEC: 102 BLK: 8 LOT: 14 DIST: 1000 SEC:102 BLK:8 LOT: 23 SORMELEY ZORA QPRT MAUCERI MARYANN FORTE EDWARD 1855 DEPOT LN DIST: 1000 SEC: 102 BLK: 1 LOT: 26 HANNABURY MARY A 1350 CROWN LAND LN SPATH GARY G HALL THOMAS COOK DAVID A 209-50 28TH AVE 1455 EVERGREEN DR FORTE SUSAN CUTCHOGUE, NY 11935 DIACHUN BARBARA SCHOOL HOUSE RD CUTCHOGUE, NY 11935 SPATH NANCY J HALL KATHLEEN COOK DONNA M BAYSIDE, NY 11360 500' Radius M a p CUTCHOGUE, NY 11935 1400 EVERGREEN DR CURRENT USE: ONE FAMILY RESIDENTIAL 875 SCHOOLHOUSE RD PO BOX 386 CURRENT USE: ONE FAMILY RESIDENTIAL 2065 HIGHLAND RD 2985 HIGHLAND RD 3050 HIGHLAND RD CURRENT USE: ONE FAMILY RESIDENTIAL Reference CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 PO BOX 296 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC: 102 BLK: 1 LOT: 9.2 CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC:102 BLK: 7 LOT: 11 CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC:102 BLK:8 LOT:31 DIST: 1000 SEC: 102 BLK: 1 LOT: 4.5 GRATTAN BARBARA CURRENT USE: ONE FAMILY RESIDENTIAL RAPUANO JULIA TRUST COMMENDER L M 2007 RVC TR ZONING INFORMATION FROM TOWN OF SOUTHOLD BENEDIKTSSON BEN DIST: 1000 SEC: 102 BLK: 1 LOT: 4.11 427 OSTRANDER AVE DIST: 1000 SEC:102 BLK: 5 LOT: 12 1140 CROWN LAND LN DIST: 1000 SEC: 102 BLK: 8 LOT: 8 DIST: 1000 SEC: 102 BLK: 8 LOT: 15 DIST: 1000 SEC: 102 BLK:8 LOT: 24 1370 HIGHLAND RD ZONING MAP DATED NOVEMBER 30, 2004 BENEDIKTSSON DIANE NICHOLSON FRANK E RIVERHEAD, NY 11901 DIST: 1000 SEC: 102 BLK: 1 LOT: 29 MEYER-SYRKIN ELAINE REV TRUST CUTCHOGUE, NY 11935 MANNINO LAWRENCE KRASNER ROBIN CASEY PATRICK J JR CUTCHOGUE, NY 11935 1655 EVERGREEN DR NICHOLSON KAREN CURRENT USE: FIELD CROPS ZAHRA CHARLES PO BOX 391 CURRENT USE: ONE FAMILY RESIDENTIAL MANNINO JENNIFER 1020 BRIDLE LN CASEY LESLIE CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 1250 EVERGREEN DR MAY BE SUBJECT TO PAYMENT 610 PIKE ST CUTCHOGUE, NY 11935 ---------------------------- 2275 HIGHLAND RD CUTCHOGUE, NY 11935 2890 HIGHLAND RD CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 UNDER AGDIST LAW TIL 2020 PO BOX 1137 CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC:102 BLK: 8 LOT: 3 CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 DIST: 1000 SEC: 102 BLK: 8 LOT:32 APPROVED BY CURRENT USE: ONE FAMILY RESIDENTIAL MATTITUCK, NY 11952 HENDRY LENORE CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDEN11AL SLEDJESKI THOMAS Drawing Number DIST: 1000 SEC: 102 BLK: 1 LOT: 4.6 DIST: 1000 SEC: 102 BLK: 1 LOT: 18.1 CURRENT USE: ONE FAMILY RESIDENTIAL 1000 SEC: 102 BLK: 5 LOT: 17 HIGHLAND RD DIST: 1000 SEC: 102 BLK: 8 LOT: 19 SLEDJESKI ANN D rLANNING MARD V E LEBEL ROY DIST: 1000 SEC: 102 BLK: 1 LOT: 5.2 RC CHURCH OF SACRED HEART CURRENT USE: CUTCHOGUE SCHOOL DISTRICT PO BOX 289 DIST: 1000 SEC: 102 BLK: 8 LOT: 9 BRISOTTI JOHN P DIST: 1000 SEC:102 BLK:8 LOT:25 1170 HIGHLAND RD G LEBEL DEBRA ROSE'S VINEYARD LLC ATTN: MICHAEL V FLANAGAN ESQ DIST: 1000 SEC: 102 BLK: 1 LOT: 33.4 ----------------------------- CUTCHOGUE, NY 11935 TERRY DANIEL W BRISOTTI MAUREEN HUBSCHMITT WADE CUTCHOGUE, NY 11935 1755 EVERGREEN DR PO BOX 914 DIOCESE OF ROCKVILLE CENTRE ANJO LTD DIST: 1000 SEC:102 BLK: 7 LOT: 6 CURRENT USE: ONE FAMILY RESIDENTIAL TERRY ELISABETH C 210 BRIDLE CT 31 MARTHA ST CURRENT USE: ONE FAMILY RESIDENTIAL T®WN Q ®� �L�'®CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 50 N PARK AVE ATTN: JOSEPH E. NOLAN SALICE GARY J 2945 HIGHLAND RD CUTCHOGUE, NY 11935 FREEPORT, NY 11520-6239 SSEP 19 2017 R- 1 CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: FIELD CROPS PO BOX 9023 8910 SOUNDVIEW AVE LANE SALICE ANNE CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: RESIDENTIAL VACANT LAND DIST: 1000 SEC: 102 BLK:8 LOT: 33 �� Z(� ( -7 ROCKVILLE CENTRE, NY11571-9023 SOUTHOLD, NY 11971 2120 CROWN LAND LN SAYRE ROBERT E JR South6ldTown CURRENT USE: ONE FAMILY RESIDENTIAL � Planning Board Sheet of CURRENT USE: CHURCH CURRENT USE: RESIDENTIAL VACANT LAND CUTCHOGUE, NY 11935 DIST: 1000 SEC:102 BLK:8 LOT:26 SAYRE JEANETTE F 1 1 CURRENT USE: ONE FAMILY RESIDENTIAL HUBSCHMITT WADE 970 HIGHLAND RD ,VV DIST: 1000 SEC: 102 BLK: 1 LOT: 33.5 31 MARTHA ST CUTCHOGUE, NY 11935 CURRENT USE: STATE OF NEW YORK FREEPORT, NY 11520 CURRENT USE: ONE FAMILY RESIDENTIAL Project Number CURRENT USE: ONE FAMILY RESIDENTIAL 29305.00 kh 500' RADIUS MAP.DWG SURVEY OF PROPERTY A T CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-102-01-33.3 SCALE: 1"100' APRIL 18, 2007 JUNE 10, 2009 (STAKED WEST PROPERTY LINE) FEBRUARY 4, 2015 (TOPO ,TRAILS & FENCES) N/011F CASTELLO DI BORGHESE LLC LOT 9 molt � I x2919 F _N_50_'18'10"E 251.03 N56ro0'S0'E � -X- 24 -r 1 Tq•�OGU 8717 �isw Ep00 3A1 9g Fl� NO• x w Fla0 MARCH Z LOT 6 1.4• w LOT 7 \ 237 X LOT 8 X ry 563.41', A -� c x 6 0 E �� 1439 g�0"E 312 N C-l" '� o ° C\ x 317 325 30.8 z O x k k x 332 U7 x O 334 +V l f „ O • x J/ `�_ n� * X� ° 1 , ° 311 * 342 ° ; ° 323 x © X © © Ot x -- x k x 2144 `` , 313 ^� x312 317 � 343 �/� - t` xx •* ** X ''�xJ ,�, X314 34,4 P_- • z ' ° * * f x C� W 0 i % 34.4 x16 1' i OD i X x �w. ° �►O x O� 333 x 345 332 • O x t0 3a6j X' ' -_____- - -�" 0 V 352 O © L � X r2 J -- 0 0 x x 0 0 2a6 342 a ° /; 341 • x 1' --------- 8X 33.9 O 27.4 x - 3� x � X x ` ` x 351 341 - --- - -- - ------------ ------- --- ---- -- - ----- ----- ----- ---- --------------------------------------- ----------- -- --- ------ ---- - --- --- - -- - ---- ----- --- -- - - - - x343 - - - -- - - - - --- --- - -- -- -- - - - - -- - - - - - ------- --- -- ---- - - --------------- ---- - - - ---- --- ---- - - --- -- - - -------- --- -- - -- --- -- - - -- - - - - ----- - - - - - - - - - ---- - - -- -- --- - - 'x ° xx o Sas ; 255 ' 29. 5 x E3 336 337 1142 ,i 1 ell, ;' ' 29.7 x % ' `\ � F % 3 "'� � 387 ' 8 381 Z J O �- x mom I \�Q i FUD` _/ AU X + i 336 �� , X �`�c � \ x �f 1 245 o ; ° I Cc '� n't � ; It t � A_ y ; - � , ; t X r x 316 2 x ' 31b 33,7 . . �- O © x !* i / ii i`�•. 243 M, t t t i i i W5 ' `�. CD x 328 O t 'X ° • �� /. i 32b � *�� I � • x 3y xx 4 30c r -- X x ' 28.8 0 322 x x32.1 x .Z O 31.94F 0 Q • • / i i 2916 31 * • i ° 2% 30.8 x i x x JJ 3 � 31.8 ° 3� x 29X x ` * 30.0 0 +� i ; i Q i x i x i + 319 29.7 29.4 , x x • 30.5 O x i I I Q ° 38.8 ii I 21.4 , Ilk x A Q O 384 IN U9 x x 323 33b° (040 32.3 x x i 288 x ; Q O .N • x 29.4 208 ; iii',��► v O 317 O * * O 3&5212 t © ca O'P► a x t � � x * X * .* � 30.4 � * a o 3J-3 x _ x a� \ x r 293 # x x N X * ^" X N 212 317 © ° 295 # EBB Ex O f > © p (`�W]J 319 3,x'11 x N 0 337 0 9 X x33.1 `', " 1 284 SrA �j f QX 4 ♦ * C SPUR ROAD 3v7 �� x m fad x 4 0 (a 336 x 219 < r • 372 J O • � w �� x3l4 •3s5 ` ,' Ji 343 a2w rosr � 35.1 asp * Q 2,6 s �X S53'05'40 W ° x m 3 407.11' a J (' , Zpg,04 .5p»W C S3r3a x 36.5 2341 363 x OCD C IET� V N/0/F ROMAN CATHOLIC CHURCH � I ,a OF THE SACRED HEART 366 !� a b. a a R x I� 34. 8 ; 283 g X © � f X5 ° 70.00 (DEED) z �,� �X J�167.99' ACTUAL S52*55'20"W ¢t`°n TOWN OF wRE& 216.51' AC L � �� SOUTHOLD CERTIFIED TO: � 217.51' DEED) �� i x� HERITAGE AT CUTCHOGUE FE cok S52�55'20"W D FIRST AMERICAN 777LE INSURANCE COMPANY aajw4'E 24 TE OF NEW YORK SCHOOL HOUSE LANE AMOVED 6y FLAmim;WALT) vi TOti'��3 +� SOUO�® p E p ®ITE SES 19 2017 SoTown ��i;�t<E�n�, �( Q� Planning Board NO7E.- CONTOUR E:•CONTOUR LINES ,SPOT ELEVA 77ONS ,PATH/ ROAD AND `` ; EDGE WOODS LOCA77ONS SHOWN HEREIN ARE PROVIDED BY ~ �_.- : .. . GEOMAPS INTERNA T70NAL. { , ®=MONUMENT CONTOURS AND SPOT ELEVA77ONS ARE REFERENCED TO NA VD 1988 ♦=STAKE 4A 5 . LIC. NO. 49618 ANY ALTERATION OR ADD17701V TO THIS SURVEY IS A VIOL477ON PECONIC MORS, P.C. OF SECTION 7209OF 7HE NEW YORK STATE EDUCA7701V LAW. (631) 765-5020 FAX (631) 765-1797 /� EXCEPT AS PER SECTION 7209-SUBDIWSION 2. ALL CERnFICA770NS P,0. BOX 909 AREA-45. ACRES 1fES HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID ANAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VELER STREET 07-140 ry14O WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LM—truck runs.dwg E O V Z Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 E I 631.787.3400 ' t ... ,r.. ..., . E i E a i — 1 - { ( �1 {- C� CWS , F_ f T11 - , a t , r: , r }} , E j E r ' € f t , iW } , , i { r t { E < , , , _ !'� E e , r , _ , < a t a s ^ / _ \ � f - e z �y/ • S 51 i < f. t j F € € t ___j L g a , 4 Y, .» , > o , , , , e , F a • µm» , o.. , f r r F < , , i , a r ! z E i , , , E , C. ^ APF 'OVED ©^Y , i E — • K ddd r € } W £ f , z'. , .. r .. .. , V E i._. TOWNSOUtHOl.Q _ , I { : : Or DATEE E { ' The Heritage at E E ' ` E , , , , Cutchogue , a f . , r m„ t h k 13 or • r , , ; �i S i;• f Town f h . F o o Southold s : , No. Revision Date Appvd. , J N { Lr) Ili 1 TOWN REVISIONS 1/3/17 AVL m Resigned by Checked by L Q Issued for Date Q ll 45.92 October 18, 2015 T Not Approved for Construction o vcnFT C5 M _V 00 0 =1 E. JJW p o �u tl i a jug r) cv fy m W a* N • "' 7.67 18.599 4.462 ti Ger w l o n_ Fire Truck N N Overall Lenth 45. 920ft Drawing Number Overall Widt� 8. 500ft .�_oFNFwy Overall Body He ht 1 . 488ft N L Min Body Ground Clearance 1 . 488ft i- r, � Track Width 8. 500ft � �.,�. ,� � • MIS Lock— to— lock time 6. 00so z E . 80 0 80 160 Max Wheel Angle 45. 00 to �- o SCALE IN FEET Sheet of T AR � OFES 0 1 2 V Il I Project Number Cn 29305.00 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LM—truck runs.dwg E O V Z .r 1 • 1 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 i f E 3 } F ; S , , E € , s " € , " , r l� t I , , LI i i s 1 f., r' N µ , , s • " , „ + i r. s' a 5 3 c, r w.; s s : : , ' „ j) € a t E.. - 5 .6 Y t a- a , f' v f r . , 1% Ilk APP �j d 6 � f , b 4 J , ,r f N i" , w t : f I f' , i i , v F , , r , � \ , L , " i s : , k , a I E 1 i f '+ i i v { { ROVED BY , PLANNING ARD F , TOWN O" SOUTHO D • , „ e DATA " E ^ , € , , , - The Heritage at i 3 Cutchogue , t a , E € E Cut ho u New York s, , r E t.7 v q3, Town of Southold f. w • No. Revision Date Appv . J n r , a > N N 1 TOWN REVISIONS 1/3/17 AVL rn Designed by Checked by 30L EV Issued for Date E October 18, 2015 cnm Not Approved for Construction E cD -o �u m 0 j o a� d ti ry 4 20 w J 0 SU-30 - Sin le Unit Truck a 0 N Overall Lenggt 30. 000ft Overall Width 8. 0 0 0 f t a Drawing Number Overall Body Height 13. 500ft N Min Body Ground- Clearance 1 . 367ft Track Width 8. 000ft 01 Nt�wyT11m290 Lock— to— lock time 5. 00s ��P �c-�o v. Max Steering An (Virtual ) 31 . 80° �o 80 0 80 160 a C7 a SCALE IN FEET m Sheet of ��o �� 2 2 o AR 08 Q) Project Number 29305.00 ' \ \ ` � \\vhb\pro/\Lnng|o|ond\29305i00 Hohtogo Cutohogue\cod\|d\P|onnat\28305,00_Phosing - Rovisod.dwg . � � � \ ` ____�__ PROPOSED PROPERTY 1901.44'� `44^ /DEEO\ . J --'-- '------- - ---' ' MONUMENT AT MIDPOINT OF PROPERTY LINE S38*30'50"E (DEED) LA S38*24'20"E (ACTUAL) 03, C11 R (NOT TO BE CLEARED) NATURAL BUFFE cr '- - / 0 / ' p UAL) �OOD�8 'D � 'O �� 77' ~' ~O, Survey ~O WPM - Cn Landscape Architecture, PC C. ^� 100 Motor Parkway cn Suite 135 .~ ~ PHASE I C: Hauppauge, NY 11788 \ P SE 631.787.3400 JP PHASE 1 10 CP IJ C1 0 S37 000 N37*13'30"W 400.00' PHASE 4 00 40, Lr) YiRN 21' Legend PHASE 1 --NATURAL BUFFER (NOT TO BE CLEARED 0 2009.51' (DEED) 80 0 80 160 2009.22' (ACTUAL) 0 SCALE IN FEET Phasing Notes: The developer's intent is to complete this project |n four phases to occur in four phases over the course of lines in order to allow for future connection of all units. irrigation wells. approximately four years, with each phase estimated to be approximately one year in duration. The following 11' � ^� - once all of the utilities are installed within the rood woy, the sections provide o detailed outline with approximate time frames for each task. It is noted that there may be Contractor will coordinate "��~ ~ ~ National Grid to have the electric and goo ||nao installed. All w-' will Uponcompletion of the landscaping task, the Contractor will clean the Phase 2 work area and prepare for the 1' Sweeps are specifically for box turtles and trees that show signs of bot roosting for long eared bats.alterations to the overall phasing plan within each phase duo to weather constraints, co»otruotobUitY or other be "o"^ in accordance with the respective utility |�ooUnna_ As units are constructed onnnnoUonn to these next phase of work. 2. Apr 15 October 15: Prior to beginning doo,�g Eastern B»: Turtle mustbe taken. As o |o required t» provide o utilities . Utility ' at post the curb |hl*o in order to oUm* for future New ."m -listed species of the obstacles unknown at this time. Prior to the start of each phase, the construction manager connection mnof oU units. Phase 3 species does not become threatened. Species of special concern are protected wildlife pursuant to Environmental schedule of work for review and approval by the Owner's Engineer where they are to outline any «or|oUo»o to this 12. Installation of Curbing - Contractor ahoU construct oU curbing and concrete uid**o|ka Conservation Ln* section 11-0103(5)(c). To minimize the |000 of Eastern Box Turtles, any clearing at the site oohouuicd P|on' within the site. - Phase J will consist of construction of 32 ron|d*nUo| units and all related infrastructure as shown on the Phasing Plan. from APh| 15 through October 15 will be preceded by *nmih' surveys hd|«w|»g the P'^t^od below. 13. - Once all of the utilities are |notoUpd within The approximate area of development in this phase is 6.6 ooroo. Work sequencing will be generally as follows: o. Surveys for Eastern Box Turtles must be led by herpetologist or wildlife biologist with experience locating wild box INSPECTIONS REQUIRED BY TOWN ENGINEERS the road way. turtles, and their qunnfmouuno provided to the Planning Board for approval prior to the ovnmvo being conducted. Seo note on this plan "Town Engineering Inspections Required in Each Phase of Work". eps _ See phoao 1 b. The 5urw�, effort required must equal the following: omo of knpootod x 4 person-hnum/ooe ~ total person-hours of It is noted that the road section must be stabilized with the subbase course RCA or stone ovnmy effort. - - n. Timing of Survey. ' work related to the buildina construction can commence. This base must be maintained on a daily basis as needed CLEARING NOTE: It is noted that the above tasks may take place concurrently with the final stages of phase 1 in order to c.o. The Survey for Eastern Box Turtles must be conducted |rnm:moto|y preceding clearing oouvity. LAND AREA TO BE CLEARED SHALL BE MARKED PRIOR T0 CLEARING, INCLUDING IDENTIFYING THE EDGE OF THE cb. Surveys must be conducted at the time of day and during weather conducive to peak ooU�ty for turUeo, to the ' �� greatest extent p,ovUoob|e and as ouwono by the herpetologist. NATURAL BUFFER AS SHOWN ON THE APPROVED SITE PLAN AND SHALL BE INSPECTED BY THE PLANNING BOARD OR 14 _ The Contractor will construct the foundations for o|| units within this phooa' d^ Prior to clearing, t« barriers of wire-backed silt fencing shall be installed around the limits of work and turtle* �� THEIR DESIGNEE PRIOR TO ANY LAND CLEARING. ' completed simultaneously with the site work listed above. - See phoo* 1 e. surveys nm:u or :n"«umwu� It is noted that this Installationobarriers must minimize vegetation disturbance. No p|on,ing may occur outside the Limits of � _ 15' -^ As foundations one constructed, the Contractor will begin constructing Work. Below is o Per phase description of the work to be performed. the units and ^'"" ' ~~s~ structures and interiors. |^ is ' ~'-- that this '-o ' will be on going throughout - �. to perform rough grading of the area of work. This f. bottom of the silt fencing must be buried in 4-ivnvh deo The p trench. The trench must be backfilled and compacted. |no|udoa earthwork necessary to onh|ova approximate grades, excavation for drainage reserve ornoa' bringing the n u is not possible to dig o trench, then the ontzmn o, the barrier must be affixed to ".rs"..""". duration of the work as foundations are onnatruoted' road bed to approximate oubgrode elevation. It is noted that all rough grading oho|| be done to direct at»rnwot*r g� Once inotoUou' the bonin, omox be tout between the stakes. Slumps or |onxo moto,m|n .W vno*nn|no the effectiveness o f Piasei runoff from the construction area to the drainage system in accordance with the SVppp. the barrier. No hay bales or other backing material shall be used. OUTHOLD It is . e limits of * ..k must be encircled ""mp|oto|y by the silt fence to exclude turtles from entering the area, but vb|o to TOWN OF Phase 1 will consist »f construction of 34 residential units and the Clubhouse as shown on the Phasing p|on' -materialpriorworbe opened for equipment to go in and out during work hours (and d0000 again at mn end of the work day). o include construction of the proposed Under this phase of work, the Contractor may start excavation for and construction nf foundotiona for thn . The barrier should be installed immediately prior �n the required survey. DATE The approximate area to be developed is 19'3 acres. The work will o|ounits. The biologist leading the survey nho|| inspect the barrier and facilitate any repairs/alterations necessary to ensure the roadway and parking lots up to the asphalt binder couroe, and installation of the drainage and utilities within integrityk. integrity of thebarrier. not be mmv~,d from the site until that phase of the project is complete and is stabilized by the Urnita of work' Work sequencing will be generally as follows: T�Q I A A ^ Engineersr ^ 0' = - �^ ^ ^ _ The Contractor is to install the drainage facilities including all catch vegetation.1G' to complete work in ouoordonno with the off site plan, including basins, piping ~'y` ~.� ~ '~~ ~^ ^~'~' ~^-^ within the area of work. Any necessary connections to drainage |. Routine silt fence barrier maintenance is required during the Turtle Active Season (April 1st through October 31st) - 1' Pre-construction meeting is required with Town ond Planning '-r curbing, sidewalk, p~~^y' drainage, ~^~' ` ~'^ wiU o|ao include extension of the existing water no|n in 0000rdonoo ~~^ r~t~~ ' t^~ previous r--eshallbe completed. Once per month o person familiar with barrier maintenance and |noto||oMon oho|| inspect the barrier and �o||�otaany to mobilization. Ainspection of repairs or dtrmtk-mo' The u/run uor�o, should remain tout between ou�mo and any holes along mo bottom repaired. to ' surveystake out of limitsof work prior Countywith the Suffolk } Drainage Systems m.Out�de Turtle Active Season (November 1nt through Wn,uh ' If the bo,hr has been left in place overthe winter� the work area by the PlanningBoard and Town Engineers aho|| be coordinated after the stakeout is n» »P|*t*' 17. ' - The Contractor ohoU grade and place topsoil to meet grades indicated on the port|o| Systems (Remaining from Phase 1): C. H months and construction is on-go�g, o biologist �| conduct an early aeoovn inspection in |otp March or early April to facilitate any repairs or alteration necessary for the ho,hortnfmction for turtle protection.the (napeoinn, construction fencing oho|| be installed at the limits of disturbance to avoid any unnecessary p|ona^ -J| System Installation: [ J, � n' ° v o»: turtles found ou »n � u�n' " ° ' "" "vt"`�" n" r"'"""`�" ' "' "' d'~^~'~~~ area on the property no for clearing and grubbing. 18' a� - ve st Po ° nte- The contractor shall install all the at 2. Once the limits are work are staked out, the contractor/owner oho|| coordinate ^ Lighto ore tn be �n�toUed from the proposed c�or�g as possible. p|on)` |f determined that there after paving operations are completed (see be|ow1. Steps 10 through 15 (±80 Weeks) _ Se* phoaa 2 o^ td ' d, names and qualifications of personnel involved and results of the survey environmental sweeps of the areas to be cleared (See Wildlife Sweep Notes on this 1y' _ All landscaping including foundation plantings, trees, buffer restoration, aoeding, must be provided to the Planning Deportment as soon as possible after completion. Cuchogue is wild life in the area, they will be relocated to o portion of the site that will remain undisturbed. Otherwise, ^~ ^ ' ' -- --'`l-'-- Permanent and temporary irrigation systems will also be installed, including the Phase construction will commence (see Wildlife Sweep Notes for details). irrigation ' J^ ~ area and mobilize all equipment and notnr(o|a ~utchogKe, New York temporaryto the site, install traffic control devices andimplement any measures ro|otiyo to the Community Air Upon completion of the landscaping took' the Contractor will clean the Phase 1 work area and prepare for the next Phase 4 will consist of construction of 28 residential units and all related infrastructure as shown on the Phasing Town of Southold Monitoring Plan and Health and Safety Plan. Prior to work, the contractor shall provide three stop signs and hose of work. Plan. The approximate area of development in this phase is 6.1 acres. Work sequencing will be generally as .0 pointed atop bora traffic control at the intersection of Grif�ng Street and Schoolhouse Road to be p follows: JJ maintained until o time o off-site improvement work |o completed. � No. Revision ,~^, - '''` ^''~'' ^'' 20. Contractor shall construct the emergency ooceaa off of is REMOVE us*rs,`TunrLECROSSING 8/30/17 AVL Bridle Lane the fencing, signage, utilities, . It is noted that the emergency 000eoa may NOT be used - Seo Phase 1 TOWN ENGINEERING /u for construction oc-eon at any time. 14 DHS COMMENTS u/zsur AVL contractors and THE OWNER AND CONTRACTOR SHALL ENSURE THAT THE FOLLOWING zy roww/Sco*SncmoowS 7/28/17 AVL Phase u' � INSPECTIONS ARE COORDINATED NTH THE TOWN ENGINEERING -�' - c» 4. Contractor shall perform limited clearing for installation of Erosion and DEPARTMENT DURING EACH PHASE OF WORK: za TOWN xsmm � ws s/z�z AVL 6� Sediment control measures� as neoeaoory. The locations of the ESC rneoa«roa ahoU be marked out and the Town Phase 2 will consist of construction of 24 residential units and all related infrastructure as shown on the Phasing ^ notified for on inspection by the Town Engineers prior to o|eor|»g and installation. ^ _ See Phase 1' 1 EROSION AND SEDIMENT CONTROL MEASURES IN PLACE �z z REVISIONSs[o* 4/22/17 AVL 5^ ��PPP d the Erosion d p|on' The approximate area of development in this phase is 6'3 oorea' Work sequencing will be generally oo follows: 2. CLEARING AND GRUBBING, EARTHWORK - INCLUDING STOCKPILING~ the or*o »f work. This AND ANY TEMPORARY DRAINAGE NECESSARY z« nsm»coPHASING PLAN PER TOWN *�/� AVL 0 Seo/ nonz Control non. the contractor will mutux all silt /ence, inlet p,vtecu"' . "=" protection, ~`^' as required 8' J' DRAINAGE FACILITY INSTALLATIONS N nc|udea earthwork necessary to achieve approximate grades, e»«o«ot|»» for �roog* reserve oreoa. bringing thm prior n the start oany other work. This tooh noy bo dmn� congru�n�y with n . � S*n phoo* 1 4^ ROAD BASE INSPECTION Designed by Checked by c� G' - The contractor shall clear and grub the rood bed to approximate aubgrodo elevation. It is noted that all rough grading oho|| be done to direct atornwotor 5. UTILITY INSTALLATION - v Relocation Plan prepared bVHB. All runoff from the construction area to the drainage system in accordance with the SWPPP. G^ CURBING ' "'=" "' disturbance "" �= "� '~'~`~^~ ^''~ trees identified on ^''~ Tree ' - "^"='~' -~~ oved 7' ASPHALT BASE AND WEARING COURSE clearing shall nuno|n within the |in|to of the work for this specific all n from the site and properly disposed of as necessary. Trees to be relocated will be done au as to minimize the Under this phase of work. the Contractor may start excavation for and construction of foundations for the 8. FINAL GRADING August =/ ° ~ 15 9. FINAL SITE STABILIZATION inuoot to the buffer or*oa where they will be relocated to. Clearing and grubbing shall not take place within the units. _ See phoan 1 natural buffer orno' This took nhoU o|ao include any buffer restoration and supplemental plantings within the buffer THE CONTRACTOR SHALL PROVIDE 24 HOURS NOTICE TO THEprovided weather allows. The Planning Board Shall conduct periodic inspections of the site during clearing. The |orQ* 2� " " S. - The Co nt roctnr is to |noto|| the drainage facilities including all catch ENC|NEER�GDEPARTMENT PRIOR TO COMMENCING WORK RELATED T O ~ UM 1000-102-01-33.3 to perform rough grading of the area of work. This drainage reserve areas tnbocleared in Phase 1 aho|| be seeded (with Seed Mix C, see Landscape Plans L-1 and boaino, piping drywe||a, diffusion wells, etc. within the area of work. Any necessary connections to drainage THE ABOVE INSPECTIONS. /' c/«u�* earthwork ' ccn»»u ' to vw "," approximate grades, for drainage reserve or000' bringing the L-2) ~~ ~non as possible after grading, weather permitting. completed |n the previous phase shall be completed. road bed zn oPpr«mlnot* ouogroo* elevation. It is noted all shall to otnrnwoterCONSTRUCTION ACTIVITIES LIMITATIONS AND TIME PERIODS 7. beginning, the Town Engineers will inspect the '~' ~f' from ^' ` ~~ '~^'~~t'- ' -'-- t- '- -�-in-g- -'-'- � � oncordonoe with the S�ppp. Drainage Systems to be installed during this phase are: stockpile �:� 11111111P -S soil strip to �| and stockpile in accordance with the project Soil Partial Systems (Remaining from Phase 1): A. B. KTHE DEVELOPER HAS AGREED TO LIMIT CONSTRUCTION ACTIVITIES ON THE Management Plan and Air Monitoring Plan. During this phase of work, all testing and mitigation aho|| be done for _ Under this phase of work, the Contractor may start excavation for and construction of foundations for the Full System Installation: K, N SITE TO 3|X DAYS WEEK, NTH ALL WORKBEING PERFORMED MONDAY aor> No scraping of topsoil or grading THROUGH SATURDAY BETWEEN THE HOURS OF 7:00 «mAND uxx0 PM. inpooted notor|o|. Stockpiles are to be covered and protected as necoaunita' THERE WILL BE NO Wvn^ u, SUNDAYS AND =""~ ,, SATURDAYS WILL BE can begin until the buffers are fully planted or o sufficient buffer has been left in p|ooe. as approved by the s 10 through 15 (±80 Weeks) _ So* phoeo 2 LIMITED _ INTERIOR WORK ONLY, DURING THE __ BETWEENE Planning Board, to provide dust and noise mitigation to residential neighbors. MEMORIAL DAY LABOR DAY HOLIDAYS. _ The Contractor is to |noto|| the drainage facilities including all catch It is noted that testing relative to air monitorina will be onaoina throuahoutcd construction as deemed basins, piping dryweUs' diffusion wo||o, etc. within the area of work. Any necessary connections to drainage 16. will repair any dornog*d onPho|t binder IN ADDITION, NO CONSTRUCTION ACTIVITIES ARE PERMITTED ON THE zn completed in the previous phase ahoU be completed. course if necessary and apply the top course of asphalt to the development. Any pavement markings and FOLLOWING HOLIDAYS: -- u'- Drainage Systems to be |notoUnd during this phase are: permanent traffic signage are to be applied. ° NEW YEAR'S DA Y "' Partial Systems (Remaining from Phase 1\' None 17' Upon completion of the above work' the Contractor will uonp|oto any punch ° MEwOR|AL DAY 6� 8. to perform rough grading of the area »f work' This' - //az /znns. ensure �no� �n� :/�� /ud�on and w�/U demobilize o|| equipment. ° INDEPENDENCE D AY (FOURTH OF JULY) Drawing Number '' ~---- earthwork '------' - achieve --' - ~grades, for drainage reserve orooa. bringing the Full System |notoUotinn� P, R ° LABOR DAY rood bed to approximateaubgro»» e|e«ot|o»^ It is noted that all rough grading shall be done to direct otonmwoter ° THANKSGIVING DAY �i As mentioned above, the above phasing |a subject to change based on the Contractor's proposed schedule, weather, CHRISTMAS DAY runoff from - construction area ting ' o ^ 1O^ ^ dro|noga work, tha ControctorohoUinaoe NE- N vwn ore �otinot�u and may o|oo vary depending on actual work required. |t g. Contractor is to install theronogeooea g proposed constraints, . nn within the area of work. 11. - The Contractor will construct the foundations for all units within this phase. is noted that within each phase there will be tasks being performed concurrently in order to n|n|n |ze the duration of i__ = 1 Drainage Systems to be installed during this phase are: It is noted that this took will be completed simultaneously with the site work listed above. construction. Partial 8yoterno /|n/wRoads on|v1� A. B. C, H. M 12. - As foundations are constructed, the Contractor will begin constructing the units ` ' '' Full System Installation: D. E. F. C. L 0, S and club house structures and interiors. It is noted that this took will be on going throughout the duration of The Contractor is required to perform oU work in accordance with the project plans, and the Town of Southold �� ----- ti d the work oo foundations are constructed. ' u(ro nmqrnento m Drainaae structures as desianed. and/or temporary drainage systems must be in place, protected and maintained1�. t Connections to �otmr. goo and electric services �O| be ' corn p|etod as the units are ready for them. Connections to be made to previously provided stubs. throuahout all construction phases prior to commencement of building construction. Temporary drainage such as � 14. The Contractor oho|| grade and p|000 topsoil to meet grades indicated on the = plans. � 15. All landscaping including foundation plantings, trees, buffer restoration, seeding, Project Number m> 10. In conjunction with the drainage work, the Contractormulchingcompleted. Permanent and temporary irrigation systems will also be installed, including the required 29305,00 a� poaz the ourb oho|| |noto|\ the proposed water and sewer fooi|iU�a. 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E r. µ P b 50' BUFFER . // -. . > - r -,» ......... < ,, t,'., i. . - : r: 1 1.11, F` ' ..,„ " ,. , . , w .- °,.. i . _, I: - ,. , , ,_. > I .. , >. , / 3 r > ,.. 1 ,.,w ., :; ,.. -. , } E , 3` .1111 ... . .._,, I ,-a " ' , „- - Wa ; `rk . . , _ , . - , .� r ' 11 Tagged Trees Tag No. DBH / Ht. ± Common Name Latitude Longitude Photo No. 0000801 6" / 14' f Juniperus virginana - Eastern Redcedar 41' 0'57.10"N 72'29'37.40"W 5596 ..... ......................_............................................................_..._........_._............................. __.. . ..... . 1111... ... . .. ...................... .......... ..........._......._........................... ...................._.__..._._._.__..._............_...._.........._........._.._.._.................._.............._................._.. 0000802 4" / 10' t Juniperus virginana - Eastern Redcedar 41' 0'54.00"N 72'29'37.89"W 5597 __ ____ ------------ --- - _____ -- ---- _-----'- __---,_--.---- ___ -------------'--------------------- 0000803 4" / 10' t Juniperus virginana - Eastem Redcedar 41' 0'52.17"N 72'29'37.37"W 5598 ...................................................................................... ... _....................................................................................................._................. ............................................................................................................................................................................. 0000804 4" / 10' t Juniperus virginana - Eastern Redcedar 41' 0'52.35"N 72'29'37.45"W 5599 . .. ..._...... .........._.'111 ........._.................-.............111_, . ..- . . .. . .......... 1'. 11...11.._..... . ...... . .11.........11 ...... ..._...._........._..._.....__.............._...................._._.._..................._._............_.11 ._.-.............._._._... - 0000805 4" / 1p' f Juniperus virginana - Eastern Redcedar 41' 0'52.35"N 72'29'37.45"W 5600 ___ __-_- --- -----------------__.-...---_.------._.--.-'--- - - - ..--- - -- __- _' ------ ----_____--- ---- - - ---"---- 1111 -- _ 0000806 3" / 1p' f Juniperus virginana - Eastern Redcedar 41' 0'51.92"N 72'29'36.16 W 5601 ----------- __ _ _ - -- --- -- - ----------- --'----------------- -- "-----'----- 0000807 3" / 10' t Juniperus virginana - Eastern Redcedar 41' 0'51.72"N 72'29'35.89"W 5602 ...............................................................,...................................................... ......................................................................................................................................................................... 0000808 4" / 12' f Juniperus virginana - Eastern Redcedar 41' 0'50.34"N 72'29'35.14"W 5603 .. .... ....................................................°..............................................................................................................,.................................................................................... ...............,_.........................................................""_ .... . 0000809 3' / 12' t Juniperus virginana - Eastern Redcedar 41' 0'50.30"N 72'29'34.92"W 5604 - ---- _._. _.. . - - -_-I__ --_----- ---- -- -- -- .._.-.---------... ----- ------- -._...._...__..._-___ 0000810 3" / 10' t Juniperus virginana - Eastern Redcedar 41' 0'49.66"N 72'29'33.25"W 5605 .......11 . .................................. ........................................... ....... ......... .. 0000811 3" / 10' t Juniperus virginana - Eastern Redcedar 41' 0'49.26"N 72'29'32.67"W 5606 ............................. . . ................. ......................�..............._..........._................................................................................................ . . ................ . . . 0000812 3" / 1p' f Juniperus virginana - Eastern Redcedar 41' 0'49.21"N 72'29'32.95"W 5607 _-. --_-.-.......-_- -11-._--__-_ ------,- - - --: ------------ - -------.._._.._..--_._..._.__._....--,-_-...._.. __........ _-_'------'--- _-_..--,__ 1.. _--- _.-........ - 0000813_._.___ 1111-.___..._._3" / 10' f._ - Juniperus virginana --Eastern Redcedar - -- - 41' 0'49.49"N 72'29'33.39"W -- --- - 5608 -- -____.-. -___-_ -_ - ------ ------ Notes 0000814 3" / 1p' f Juniperus virginana - Eastem Redcedar 41' 0'49.29"N 72'29'33.52"W 5609 _._1111-'__ . - --1111... . ..11...I11__.........._....__........_;.............. ......_................._..........._..............__.._......................_._..........-_.._......................-........_-..._.._............._._..... ..._.........._... ..................._..... . . 0000815 3" / 10' f Juniperus virginana - Eastern Redcedar 41' 0'48.90"N 72'29'32.94"W 5610 1. AS PER THE 11/30/2016 MEETING WITH THE TOWN OF SOUHOLD TOWN ATTORNEY, PLANNING STAFF, AND ..._ ... .. .... ..............;............._...._................._......_........__......__._............. .. ... .. ......I.. ... .... ..._...._........_......I—. . ....................... . _..._....... .. .......__.._....._............................. ..._........... - 0000816 3" / 10' f Juniperus virginana - Eastern Redcedar 41' 0'48.88"N 72'29'32.81"W 5611 EXISTING I GTREEES TO BERELOCATED (DURING CONSTRUCTION)TO WITHIN PTHEE LIMITS LOF3WORK 4TO INSIDE ----- ---------------------_-_-:----- -------- ------------------ __----- ---- ---- ------- - - THE 50-FOOT NATURAL BUFFER The Heritage at 0000817 2" / 9' t Juniperus virginana - Eastern Redcedar 41' 0'48.38"N 72'29'32.70"W 5612 a e _............................................_..........i............................. ...._................. .. ...... . .. ...._.._......_ 1111 1111...__............................ 2. ON 1 01 DURING WHICH THE OWNERIDENTIFIED 0 EE 0000818 3" / 9' t Juniperus virginana - Eastern Redcedar 41' 0'47.90"N 72'29'31.60"W 5613 A SITE VISIT WAS CONDUCTED 2/21/2 6, H N5 TREES ...................... .....................:............._-_.. ..._.._............_........................................................._........._.__............................................._. _..._... ....................................... CANDIDATES FOR RELOCATION. Cutc o ue ..........................................,..... 0000819 3" / g' f Juniperus virginana - Eastern Redcedar 41' 0 48.26"N 72'29'31.74"W 5614 __.._ .11.._11 � ___..- _.__.__ ._____ _..______ -__._.___ _ _ _-_._.__ _.____._ _ _ __ ___ _ _______ __ _ _ ___ _ __ _ _ 3. THIS INDICATES 50 TREES HI IMT OF WORK THAT ARE SUITABLE CANDIDATES FOR York T S PLAN I TES WITHIN THE LIMITS S CUtChO Ue, New Y 0000820 4" / 12' f : Juniperus virginana - Eastern Redcedar 41' 0'48.53"N 72'29'31.96"W 5615 _ RELOCATION TO THE 50-FOOT NATURAL BUFFER. g --- -.-- - '----: - ----.'-- ----- ---..._'___-- ___'_---_ - -- - - _ , _.. 1111- 1111-.-_-__._- _--1-111. ----._.__�__._______..____._. '_-__"- 0000841 4" / 12' f Juniperus virginana - Eastern Redcedar 41' 0'48.20"N 72'29 31.19 W 5616 4. EACH TREE IDENTIFIED ON THIS PLAN WAS FLAGGED (PINK AND/OR ORANGE RIBBON), TAGGED WITH A >4 Town of Southold �, " .... ................. . ._........_...._....._._........... ......_..._...... ... _.. ____._.........._. 1111....._........ ... ....._.......... RED LOCKING PLASTIC TAG WITH THE TEXT VH INC AND A 7-DIGIT NUMBER; V 0000842 4 / 12 t Juniperus virginana - Eastem Redcedar 41' 0'48.30"N 72'29'31.71"W 5617 SEQUENTIALLY-NUMBEREDB, R; No. Revision Date Appvd. ............................................. . ................. . ....... ..................................:....................................................................................._....- ..._..._...._.._......._........_......:..-................... .............. ....... . ........... .1.1_..11. ........ .............111...................1 ...... ....".................................................................................... AND PHOTOGRAPHED. 0000843 4" 12' f Juni erns vir inana - Eastern Redcedar 41' 0'47.60"N 72'29'30.50"W 5618 PPQt� BY J _____...._.....__.._...._.__.._..:__..___._.___. ____-._-_._.....__.____._._._._.._P.._____.._ 9. 5. PHOTOS OF THE TREES TO BE RELOCATED WILL BE GIVEN TO THE CONTRACTOR PRIOR TO CONSTRUCTION - _ _ .. .-._' - - - - ...-----1111 ,_. _..--------- _.. ----- - -- ._ 1111... " t AND CAN BE AVAILABLE UPON REQUEST. � 0000844 Juni e s vir in r d r L 3 / 12 t p ru g ana Easte n Re ceda 41' 0'46.83"N 72'29 29.62"W 5618rLANN� � 90/1-r-0 _........_......._..................................................... ... __.... . 1111._....__.... ......................_......_.............. .............._ _..........__................_......._............_................ ....._._...._..._. . . .._.._...._..................._...... _.._......._....._......................................._...._........._.. 0 0000845 4" / 12' t ; Juniperus virginana - Eastem Redcedar ' 41' 0'46.10"N 72'29'29.27"W 5620 6. FINAL TRANSPLANT LOCATIONS OF EXISTING TREES TO BE RELOCATED SHALL BE DETERMINED IN THE _..._..._..........._.._ .. < . . ... ........._._.........._............---......_._............................................................_..;......I........._..__ ...............__....._..- ....... .. .. ...............___.......... _.........._............. VISIBILITY AP TO ACHIEVE A SCREENED VIEW "• �Q A FIELD BY THE OWNERS ENGINEER, AND BASED ON FIELD VIS (CAPS) j(j�� Q U 67 0000846 4" / 12' f Juniperus virginana - Eastern Redcedar 41' 0'46.13"N 72'29'25.01"W 5621 (GAP CLOSURE) ALONG THE PROJECT SITE PROPERTY LINE. _.._. . .._._. ..__ 1 11- :1 . _-. _.-. _ 1111.._ . 1111 0000847 3" 12 t Juni erus vir inana - Eastern Redcedar 41' 0'47.52"N 72'29'26.38"W 5622 7 (o r` / P 9 __-_-__11.11_-_ _-- .__.___-_._.-.._.___-_.._ __1_____1_1_-_.__-_1_-_-_"_ _-___------____-____.�-__------.--------_._.__ --_. _._._.__. _._ 1111____ - 1111 . ING TREES SHALL TAKE PLACE DURING A TIME HAT WILL SUPPORT RELOCATION OF EXIST ®� r(. 2 REVISED NOTES AS PER TOWN COMMENT 03/27/17 AVL 0000849 4" / 12' f Juniperus virginana - Eastern Redcedar 41' 0'48.71"N 72'29'27.92"W 5623 RE-ESTABLISHMENT. 1 REVISED NOTES AS PER TOWN COMMENT 01/30/17 AVL ................................................................ .. . . . . ... ..... . ... . ........_.................................................................................._..........._..................._......................... ................................_..1...1........1...1...... . ...... ..._1111. _ .... ......... .... i..... ................. .......... .. ................... a; 0000850 4" / 12' t Juniperus virginana - Eastern Redcedar 41' 0'49.22"N 72'29'28.47"W 5624 8. RELOCATED TREES SHALL SURVIVE FOR A PERIOD OF HREE (3) YEARS FROM THE DATE WORK ON THE �� Designed by Checked by .... .... ..................... ......: ... ... ............................................... ....._:.................................................................. . __ . . ....... ..................... ..............._.._..__...._............................................................................................................................................................ C V AVL a 0000851 3" / 12' f Juniperus virginana - Eastern Redcedar 41' 0'49.22"N 72'29'28.47"W 5625 OR, IF SUCHOTREEASHALLANOTIS SURVIVE WITHINHE SUCHTHREENAL I�YEAR PERIODN OF THE LSHALLDBERREP ACEEE IS OD,PATTTDHE Issued Date E ------___...._...._...._..__ ---..____..__.. ___....---.----____.__._.__.-..--------.__... ._...__..__...........__._.._.__.._...-----------....------...1...1.1.1..;.----_---.._ - -._......._..-.._._._.._--- ---.-.-._.-.._-_.____..____.._._.....---.1111._ DEVELOPER'S EXPENSE WITH ANURSERY-GROWN - ssue or ae 0000852 3" 1p' t Junl erus vir inana - Eastern Redcedar 6 7' HIGH EASTERN REDCEDAR OR SIMILAR NATIVE / P 9 41' 0 49.19 N 72'29 33.23 W 5626 : EVERGREEN SPECIES AND SUCH REPLACEMENT TREE SHALL SURVIVE FOR THE REMAINDER OF SUC _ . . _.. _........................... _............................................ . H January 03, 2017 0000853 3" / 10' t Juniperus virginana - Eastern Redcedar 41' 0'52.23"N 72'29'30.91"W 5627 THREE-YEAR PERIOD OR BE REPLACED AT THE DEVELOPER'S EXPENSE, AS SET FORTH ABOVE. ............................-......_..............__........:.. . .. . . ... . ._...._.._...... ..._...........I............... . . ........ ... ....... . ......... ..... .. 1- _.................. .. a 0000854 3" / 10' f Juniperus virginana - Eastern Redcedar 41' 0'52.23"N 72'29'30.91"W 5628 9. RELOCATED TREES WILL BE MAINTAINED AS PART OF THE CONTRACTOR'S AGREEMENT WITH THE OWNER. - ------------ ---- - ------------------------------..------------------------------------- ----------------_1.1.._- ---- - 0000855 2" g' f Juni erus vir inana - Eastern Redcedar 41' 0'52.24"N 72'29'33.19"W 5629 MAINTENANCE WILL CONSIST OF PERIODIC MONITORING, WATERING, STAKING, MULCHING, AND WEED o Not Approved for Construction 73 / P 9 i REMOVAL AROUND BASE OF TREE AS DIRECTED BY OWNER'S LANDSCAPE ARCHITECT. �l " _____'_____ ._-'------�..------ a --------------------------- ---_------___-----------1111_ w __-__�___---1111_--'___-- 0000856 Double 3" / 12' f Juniperus virginana - Eastem Redcedar 41' 0'52.16"N 72'29'32.70"W 5630 r� 0 10. EXISTING TREE LOCATIONS ARE APPROXIMATE AND RE WI "t11 ...............__....'..........................._._......... ...... ..._.. ._._I..........................-__._......_.........._.._...._..............._............................ ...._... _... ..... ........._.... . . ............._: . _ ...111 ._._1........._.._-11..1-...........1_.....° . ........_............._....._.........._................1........_..11.....1 A THIN 10" 0 , CONTRACTOR SHALL VERIFY cn - - - j 0 0000857 4" / 12' f Juniperus virginana - Eastem Redcedar 41' 0'54.05"N 72'29'34.02"W 5631 LOCATIONS PRIOR TO RELOCATION. o v � xg O ; r ... __.._......_. .1.._1.......1... ._. . :........1...111 __. ................._...._......._........._....._................... 1 111 ....... . . , 11 11.. ... ...... . _.......... ......._....... .. 11 UTT ry 0000858 3" / 12' f Juniperus virginana - Eastern Redcedar 41' 0'54.05"N 72'29'34.02"W 5632 11. WHERE THE BUFFER DOES NOT PROVIDE SUBSTANTIAL VISUAL SCREENING, SUPPLEMENTAL PLANTINGS rD o '� 1 w - - ---- -- - -- - - --- - ----- -- -- - - - - " - - MUST BE MADE TO HE BUFFER BY PLANTING ENOUGH EVERGREENS AND OTHER TREES AND SHRUBS TO p G� __ . I � 0000859 4" / 12' t Juniperus virginana - Eastern Redcedar 41' 0 54.48 N 72'29 34.26 W 5633 ACCOMPLISH A DENSE DOUBLE ROW OF EVERGREEN VEGETATION. THE SUPPLEMENTAL PLANTINGS MUST o I _, __............................................_......_._.... .. .. ..... 11 t......_....__....................._................................._...._...._............. ................................ ... . ...1.1.. .. . . 1 ... 1.. .. ... ._........_..._..... .1 .. S NATIVE fl.� BE OF NATIVE EVERGREENS TRANSPLANTED FROM THE INTERIOR OF THE PROPERTY, AS WELL A ''' 0000860 4" / 12' t Juniperus virginana - Eastern Redcedar 41' 0'55.30"N 72'29'34.51"W 5634 EVERGREENS BROUGHT IN FROM A NURSERY IF NEEDED TO COMPLETE THE VISUAL SCREENING. Biu .........................................................................................................._...._.......__.1....11......_..__......__.... .1 .....1......._._..._..---......... /..... .._. ..... .._. P 9 __ 1111 1111 _1111. 1111......__......__..._...._......_ c 0000861 4" 12' t Juni erus vir inana - Eastem Redcedar 41' 0'56.48"N 72'29'38.74"W 5635 _ 11 _._ _- - --- . -.-. - - --..--- ------ - - ----------- ---_' -' -- ---- -^----__....- ._-_ - ---- - -_ _ '__. . I 11 N 0000862 3" / 10' t Juniperus virginana - Eastern Redcedar 41' 0'56.65"N 72'29'38.93"W 5636 _-- -'----- ._..-_.._...--_--_- -- -- ---_._. 1111_.. . _. 11 11 - - - - - -- --- - -' ---- - -- - --- -- -- 11-1. _ ----- --- - - -- - - -- - 0000863 2" / 10' f Juniperus virginana - Eastern Redcedar 41' 0'55.11"N 72'29'40.36"W 5637 Drawing Number .- .. .. . . . . ................_.........................................................................1.......11...1 ............................ ......................................_............ ................'_ 1111.. 0 0000864 4" / 10' t Juniperus virginana - Eastern Redcedar 41' 0'54.08"N 72'29'37.45"W 5638 N ..................._.................../........................... ..._ .'.. ......... ............. .g ....... . . ... .. .._.. ..... . .. .....1 ....1...1....... ...................... ....... ......... ..... .... . i : _,,_s 0000865 y 4" 12't __Juni erus vir inana - Eastern Redcedar-ti 41' 0 51.86"N 72'29'37.48"W 5639 ®a C 0000866 4" / 12' t Juniperus virginana Eastern Redcedar 41' 0'51.55"N 72'29'37.78"W 5640 ®` OS VA �� ..... ......... _..p_. _......_. :. ..._.._.. _..11.11_ ..1 .1.1.1 .1.111... ....... .. .._. .._ ... ........... ...... .. .... ...1111... ..._. 6'g 0m 3 E 0000867 3 / 10' t Juniperus virginana - Eastern Redcedar 41' 0'50.91"N 72'29'36.71"W 5641 a ......................-.._...............................i...................................1...................1... - _......<...................................................................._.............._.........__........................ _......_..._..................................__......._........................ ................................................................................................... ....................................._......._............_........._...................._........... ;1111. ;1111. 0000868 4" / 14' f Juniperus virginana - Eastem Redcedar 41' 0'49.81"N 72'29'34.76"W 5642 a -�, CO ----'- - -- . - - - -' - ------- __ ------_--- --------. .__.._..-.--.-..._.._...-..--------------------- --- - - - ---------------------------- --_._11_11----------------__------__ fn Sheet of 0000869 3" / 10' t Juniperus virginana - Eastem Redcedar 41' 0'49.67"N 72'29'34.54"W 5643 `'� 3 3 a -- 11______ - --- --- ------- -- -- ---- ------___1_____- ---- -- --- -------------------- ------------------------------------------ �, 0000870 3" / 12' f Juniperus virginana - Eastern Redcedar 41' 0'48.16"N 72'29'32.42"W 5644 -.._._.....I........._......... ...... ............................................._.....................................:........................................ 1......1................... . , . . .... ................... ..............................___........................ .......................... .. ._............................... 80 0 80 160 ! 03 V 0000871 3" / 1p' f Juniperus virginana - Eastern Redcedar 41' 0'48.24"N 72'29'32.62"W 5645 SCALE IN FEET Project Number Cn 29305.00