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Home My WebLink AboutPlans submitted 8/11/17 Issued for Site Plan Approval Date Issued July 10, 2015 Latest Issue July 28, 2017 i"An I ® x . F 0 AM L H �J�V rASITE ® ® --0 7 oI% !'.>��.�&.�p i kY a �% '� Win, Engineering, Surveying f p & @� .. Landscape Architecture, PC 100 Motor Parkway ® ® - r Suite 135 Hauppauge, NY 11788 -� • . � � �.. 631.787.3400 _ e s 0 1000 2000 Feet $ >` Owner: - . - Attorney: - - ® The Heritage at Cutchogue, LLC Certilman Balin No. Drawing Title Latest Issue No. Drawing Title Latest Issue 100 Motor Parkway, Suite 156 1721- D North Ocean Avenue Hauppauge, NY 11788 C-1.0 Legend And General Notes Jul 28, 2017 SB-1 Soil Borings Y g July 28, 2017 Phone (631) 979-3000 Medford, NY 11763 C-2.0 - C-2.2 Layout and Materials Plan Jul 28, 2017 SMP-1 Soil Management P _ Y g t Ian July 28, 2017 Fax (631) 979 7070 Phone • Fax C-3.0 - C-3.3 Grading and Drainage Plans/Drainage Calculations July 28, 2017 OS-1 Open Space Plan July 28, 2017 Architect: C-4.0 - C-4.2 Utility Plans July 28, 2017 LI-1 - LI-3 Lighting Plans June 14, 2017 GRCH Architect P.C. C-4.3 - C-4.6 Sanitary Plans / Sanitary Calculations July 28, 2017 R-1 500' Radius Map December 29, 2015 GRC Express Dr. South Applicant: C-5.0 Erosion and Sediment Control Plans July 28, 2017 Existing Conditions Survey February 4, 2015 Suite 202 The Heritage at Cutchogue, LLC C-6.0 Site Details I July 28, 2017 TR-1 Fire Truck Circulation Plan January3 2017 Islandia, NY 11749 - 1721- D North Ocean Avenue C-6.1 Site Details II July 28, 2017 TR-2 Single Unit Truck Circulation Plan January 3, 2017 631.864.3395 C-7.0 Drainage Details July 28, 2017 PH-1 Construction Phasing Plan July 28, 2017 Site Civil Engineer/Landscape Architect: Medford, NY 11763 C-8.0 Water Details July 28, 2017 TS-1 - TS-2 Tree Survey Overlay Plan January 3, 2017 VHB Engineering, Surveying, & Phone • FaX C-9.0 Sanitary Details July 28, 2017 T _ Landscape Architecture, P.C.: S 3 Tree Location Plan March 23, 2017 100 Motor Parkway, Suite 135 C-10.0 Off Site Improvement Plan July 28, 2017 Hauppauge, NY 11788 SCTM: District 1000 - Section 102 - Bloch 01 - Lot 33.3 L-1 Overall Planting Plan July 28, 2017 Phone (631) 787-3400 L-2 Tree Planting Plan July 28, 2017 Fax (631) 813-2545 L-3 Tree Planting Plan July 28, 2017 L-4 Shrub Planting Plan - Typical Units July 28, 2017 L-5 Shrub Planting Plan - Clubhouse and Entrance July 28, 2017 L-6 Planting Details July 28, 2017 y AU6 1 1 2017 N M $outh6ld Town r` Planning Board co o � N C 7 75 a cnO L N Q Q. O Q o O a NI V) W tF Z Q N J / Q U Lu D CD O S U F— O W O c O L M N o O o z Q) / O L a m \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Plcnset\2_29305.00-LG.dwg E O V s Legend Abbreviations Notes: J Exist. Pro General 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 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 I " ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. SURVEYOR. ...:.._. Suite 135 EASEMENT ° o ° o CONSTRUCTION ENTRANCE APPROX APPROXIMATE 3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE 6. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS Hauppauge, NY 11788 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 27.35 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 (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE 4 INCHES LOAM AND SEED UNLESS NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE P: 26.85 BCx BOTTOM OF CURB ELEVATION BS BOTTOM OF SLOPE 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 45.0 TWEARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. 38.5 BW TOP & BOTTOM OF WALL ELEVATION CONC CONCRETE 8. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND TOWN LINE 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 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. A 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 PAVEMENT FDN 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 _JZIZ__ 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. CG 6-W WATER LOD LIMIT OF DISTURBANCE MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER CURB AND GUTTERIMMEDIATELY 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 -- F __---- -4FP FIRE PROTECTION BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT FBBC FLUSH BELGIUM BLOCK CURB G GAS MAX MAXIMUM 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 _. .. _... < _._...,_.. E MIN MINIMUM CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR MONOLITHIC CONCRETE CURB ELECTRIC 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. - - - - - 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 SAWCUT 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 !, CAN CABLE TV PROP PROPOSED WASTES OR POLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF LOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE BUILDING REM REMOVE Utilities OF HAZARDOUS MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER ® CATCH BASIN FROM ANY CLAIMS MADE IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL HAVE NO 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 ® AREA DRAIN RET RETAIN REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT ASBESTOS OR OTHER HAZARDOUS MATERIALS. R&D REMOVE AND DISPOSE 11 EN BUILDING ENTRANCE DOUBLE CATCH BASIN GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, �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 ® 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 DRAINTHAT 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 SWLL SOLID WHITE LANE LINE INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. SIGN 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 = DOUBLE SIGN o 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 Utile 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 --- - - - 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. 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 BEEN PREPARED WHICH INCLUDES REQUIREMENTS FOR THE CONTRACTOR TO COMPLETE CERTAIN O DIFFUSION WELL COND CONDUIT LOAM AND SEED AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE CERTIFICATIONS SCHEDULES AND OTHER DOCUMENTATION RETAINING WALL C. LANDSCAPE, , 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 i m 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 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. C ' • 4 MINOR CONTOUR 2. TOPOGRAPHY: ELEVATIONS ARE BASED ON NGVD DATUM. HFAUG E l� EGT 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 1 1 2017 ® 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) Southold Town 10 PARKING COUNTHH HANDHOLE B. SANITARY SEWER PIPES SHALL BE DR-18 POLYVINYL CHLORIDE (PVC) SEWER PIPE. Planning Board c10 COMPACT PARKING STALLS � ocs Document Use '" CURB STOP & BOX C. STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE AND CORRUGATED POLYETHYLENE. 4; wv HW HEADWALL - DYL DOUBLE YELLOW LINE WATER VALVE & BOX 1. THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL Harvest Pointe at HYD HYDRANT 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 BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE CONTRACTOR USE, REUSE, MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THIS DOCUMENT C u tC h O g U e -41 INV INVERT ELEVATION 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. CROSSWALK HYD SIAMESE CONNECTION AND AS INDICATED ON THE DRAWINGS. - I= INVERT ELEVATION 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 ID WATER METER COMPANY'S REQUIREMENTS. L ACCESSIBLE PARKING 'r° OV POST INDICATOR VALVE LP LIGHT POLE No. Revision Date Appvd. 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4" MIN.) SHALL BE DETERMINED BY 13 TOWN/SCDHSREVISIONS 7/28/17 AVL 3L VAN-ACCESSIBLE PARKING '`` WATER WELL MES METAL END SECTION THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL W v"" MUNICIPAL STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM 12 TOWN REVISIONS 6/14/17 AVL �--- THRUST BLOCKS PWW PAVED WATER WAY DIAMETER SHALL BE 5 FEET. 11 SCDH REVISIONS 4/22/17 AVL V) � ®G GAS GATE PVC POLYVINYLCHLORIDE PIPE Layout and Materials 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL GM GAS METER PIV POST INDICATOR VALVE 1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE 9 TOWN REVISIONS 3/27/17 AVL ° OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. 8 SCDH REVISIONS 3/9/17 AVL N EMH RCP REINFORCED CONCRETE PIPE Designed by Checked by 0 ELECTRIC MANHOLE 2. CURB RADII ARE 5 FEET UNLESS OTHERWISE NOTED. EM R= RIM ELEVATION Issued for Date El ELECTRIC METER 3. CURBING SHALL BE BELGIUM BLOCK WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE PLANS. July 10, 2015 '* LIGHT POLE SMH SEWER MANHOLE Q ® H TELEPHONE MANHOLE TSV TAPPING SLEEVE, VALVE AND BOX SCTM: 1000-102-01-33.3 TRANSFORMER PAD UG UNDERGROUND UP UTILITY POLE UTILITY POLE o � - a_ ♦ GUY POLE GUY WIRE & ANCHOR w HH El HAND HOLE IL PB 00 PULL BOX Drawing Number V-) L6 Matchline MATCHLINE pF NC-W C11 �P��o v. '0A (6 *� �0 LY UJ Sheet of c� 1 28 �0 61A$ A9�FES S1��P� Project Number 29305.00 SCDHS Reference # C10-06-0013 P:\29305.00 Heritage Cutchogue\cad\Id\Planset\3-29305.00_LM.dwg 38'-6" 38'-6" E F- 38"-6"" PORCH Parking Summary Chart Sign Summary Zoning Summary Chart OP110NAL_ _ _ �'COVERED �'' •""� PORCH 39'-10" OPTIONAL COVERED 15'-10• x T-0' ( 6HONAL COVERED 15-10•X 5'-0• Parkin Requirements: Specification s 52'-2" o COVERED -�- • I °° °° g q M.U.T.C.D. P Desc. > o COVERED TWO-FAMILY Number width Height Zoning District(S): Hamlet Density Residential (HD) 15 PATIO 10 x AREA 0" COVERED COVERED o o PATIO AREA 72 x 2 1 = 17'-8" I PATIO AREA 15'-10" x 10'-0" DWELLING UNITS SPACES / UNIT 144 SPACES I PATIO AREA (2-BEDROOM) 14'-0" x 20'-0" 15-10' x 10'-0" - --- --- ---- -- 30• '1 Two-Family Dwellings 00 00 DWELLING x TWO-FAMILY 52 2 25 1 R1-1 30" Proposed Use: COVERED (3-BEDROOM) UNITS SPACES / UNIT = 117 SPACES (Condominiums) - 124 Units = PATIO AREA Overlay District(S): N/A 17'-8" x 10'-0` COMMUNITY 6,188 1 300 �" " CENTER SF x SPACE / SF = 21 SPACES RESERVED s g' PARKING $d TOTAL PARKING REQUIRED = 282 SPACES R7-8 12' 18" Stipulation Of Settlement Required Provided ' LIVABLE AREA- 1,599SF Es LIVABLE AREA = 1,999 SF i Requirements = LIVABLE AREA= 1 999SF 1 STORY `i LIVABLE AREA = 1 599SF o LIVABLE AREA= 1 599SF 2 STORY `O o I MAXIMUM NUMBER OF UNITS 130 Units 124 Units 2 STORY o 1 STORY 1 STORY o Parking Provided: ------- - - - o I -- -- ----- -_... - - ----....._._ ----- ._... .-- ---- ---- Engineering, Surveying &LO - _FJ NO PARKING MAXIMUM FLOOR AREA (LIVABLE) 245,000 Sq. Ft. 219,076 Sq. Ft. 9 9, Y 9 o `O u7 -� STANDARD ACCESSIBLE TOTAL R7-1 12" 18" ; TANY IME HD Residential Landscape Architecture, PC GARAGE Zoning Regulation Requirements Provided 100 Motor Parkway 2 CAR GARAGE 2 CAR GARAGE 2 CAR GARAGE (19'X19' MIN.) - - 248 SPACES �y Requirements y 18'-2` x 20'-0" 18'-2" x 20'-0" 18'-2" x 20'-0" ...........................................................................................:... ._............... ... MINIMUM LOT AREA 20,000 Sq. Ft. 2,003,582 Sq. Ft. Suite 135 2 CAR GARAGE" UNIT A PARKING LOT I _ 8 SPACES i • 20'-0" x 21-0 .......-........................................................................................................._....................................................................................................._....._..... ........................................., ... ... . GD GD GD GD 2 CAR GARAGE GD GD (9X20' MIN.) - _LOT WIDTH 75 Feet 216.51 Feet Hauppauge, NY 11788 --- ---- - ----- - - W11-2 30" 30" I LOT DEPTH - - - - 120 Feet - 1792 61 Feet 22'-0" x 20'-6" VISITOR/ CLUB HOUSE CO ❑ ❑ ! 24 SPACES 4 SPACES 28 SPACES _.. ._ ._..... ............... ... 631.787.3400 GD GD (9'X19') GD GD YARD SETBACK 35 Feet 306.6 Feet _......._......................................................................................_.,. FRONT V V \7 7 F TENNIS COURTS 3 SPACES : 2 SPACES 5 SPACES I I SIDE YARD SETBACK/COMBINED SIDE YARD 15/30 Feet 821 Feet/ 181.2 Feet E ......................................................................... ._.............._.......__._................._........ . ......... R6-1R E 36 12 ONE WAY :1 REAR YARD SETBACK 35 Feet 9 Feet 32'-0" 22"-2" " " TOTAL PARKING PROVIDED, 289 SPACES .............._................_.__...._........................................_..............._.........._............._....._...................._.............................._......_......_... _.. _._......!__._._..........._...... __...._......._.................... Sq.21'-4" 18-6 18'-4 18 - 6" 16 -9 19,_10 21'-4" 18'-6" MINIMUM LIVABLE FLOOR AREA ( SQUARE FEET PER MOTES: i...... I DWELLING UNIT) 850 Feet i 1,599 Sq. Feet S 1. CODE REQUIRES SPACES TO BE 9'X19' MIN. _-_-- ® ® ®" MAXIMUM LOT COVERAGE 25% 16.92% Unit Type A (48 Units) Unit Type B (26 Units) Unit Type B1 (34 Units) Unit Type B2 (12 Units) Unit Type C (4 Units) 2. COMMUNITY CENTER CALCULATIONS BASED ON REQUIREMENTS FOR R5-1 30" 30" e -- --- - - -- - - -- --- --- -- --- -- ---- - ----- -- " _� RECREATIONAL FACILITY. 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 L._......................_........._....._. _... ..__........ 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" Southold 5. ON-STREET PARKING EXCLUDED FROM TOTAL PARKING COUNT. V ONLY S Zoning Regulation Requirements Provided ................... Residential - Requirements NO MINIMUM OPEN SPACE SET-ASIDE 50% I 50% .............................._.............-....................................................................................................................................................... R8-3X 24" 30" OVERNIGHT MINIMUM SETBACK 75...Feet............................ 78.9 Feet 1 PARKING MINIMUM BUFFER 50 Feet 50 Feet ........................................._..............__..__....................... , * BASED ON SECTION 280 ATTACHMENT 6 FOR PROPERTIES >39 ACRES NOTES: PARKING 1. SEE OPEN SPACE PLAN FOR AREA CALCULATIONS BETWEEN R8-2X 24" 30" SIGNS w ONLY General Notes PARK: 1. TRASH TO BE COLLECTED CURBSIDE AT EACH UNIT. MTI BETWEEN 2. MAIL BOX;CLUSTER TO BE LOCATED IN COMMUNITY BUILDING R7-XL 12" 18" SIGNS (SEE ARCHITECTURAL FLOOR PLANS FOR LOCATION). i ONLY E : F PARK [ BETVV EN R7-XR 12" 18` SIGNS ONLY N N N 1000-102-1-9.2 IE NOW/FORMERLY OF 1000-102-1-5.2 BARBARA GRATTAN NOW/FORMERLY OF 427 OSTRANDER AVENUE ROSE'S VINYARD, LLC LIMIT OF NATURAL BUFFER ( RIVERHEAD, NY 11901 W PO BOX 914 3 1901.44' (DEED) CUTCHOGUE, NY 11935 1904.80' (ACTUAL) UNIT TYPE "B2' S38'30'50"E (DEED) UNIT TYPE "B1" PROPOSED (TYP.) (TYP.) NATURE TRAIL ^ '-- S38'24'20"E (ACTUAL) ? Co N ^_-___ ; N � t NATURAL BUFFER AREA ' 1000-..102-1 -23.1 If ,1 NOW/FORMERLY OF CHAR • � ,,.,"" 5n' Rl IFFFR S JEAT ZAHRALA PC , - LE & - OX 37 1000-102-1-4.6 Z`. 7�' �UILDi^I r_ CFTRACK - o �,, MATTITUCK NY, 11952 I NOW/FORMERLY OF Z C,a Co �; PROPOSED PATIO I ROY & DEBRA LEBEL 'o N f LOCATED WITHIN `. 1755 EVERGREEN DRIVE N e ,9 1B B ,3 ,2 '+ W _ ...._.... .. .... . ..._...____...__._..._._.... I CUTCHOGUE, NY 11935 23 z, 20 e c B, B B, LA SETBACK TO ,OE.._.......... ' \ 28 27 J ,p LA 31 36 30 Y9 e - ^ �. 26 61 B, a 61 e B' .. B 35 32 37 81 B B, B l0 r- �' FLUSH W/ GRADE B, �� AND NOT COVERED "� E 0. \ 391 ^ :µ� W i � 6 e 7` 1 273.68' (DEED) 04'40"E 77' (ACTUAL) G ✓ �� - Bz S37' 269. �. - 0 = tftl! �I �L - ,� .t►Itlltf jLLSTON �° p (D o x $m L�T© mm�n m° LA o _ 01. 1 y LA LA ' ^ �cin i e; D p NO x l o LAI C Q 1000-102-1-4.7 c� r- 1OOU-1UZ-0-ZL NOW/FORMERLY OF N am � ""m m " NOW/FORMERLY F RICHARD & JEAN JUNG I PAUL ROMANEI I 7800 CALLE PINABETE LA m' LA 90 BRIDLE COU T CARLSBAD, CA 92009 Ln \n ' CUTCHOGUE NY, 1 93 LA = S37'04'40"E �, 95.00' �' 0 � � m°' ! � Itifl I11 - - rn S - �' " e � LA 306.6' ,.,_ GRIFFINGSTREET .. ,. ..,_ 0 • n � ( ! ��• r N N (�'YY 1 Cin" U�i� N N 1000-102-1-33.4 •......... m _ _.... ,.. r 0 OF LA a;° ez LA CLUBHOUSE � ,9 0 o N W/FORMERLY e P ` ANJO LTD o LOADING B2 Bs gga a� ,`` _N NRIVERHOEAD NY BOX 11901 1000-102-1-4.8 m h ^ 6s NOW/FORMERLY OF \ Bl 67 6s, d rn J AUG 1 1 017 DOUGLAS & LYDIA BURNS �y `C'/ 62 � CJi CJI 1750 EVERGREEN DRIVE _ CUTCHOGUE NY 11935 a2'2 _J gA„ is.. o Southold Town 0' ; 'f M'` `p O P A D Planning Board S37'13'30"E (DEED) \ LA :, e :.:..., ; : a o " S37'04'30"E ACTUAL UNIT TYPE "B" OR m (ACTUAL) 221.47 a :. -C- �' - o °� Ag N37'13'30"W PROPOSED 400.00' j • LA T �:: P PROPOSED TENNIS COURT Harvest Pointe at LA �, LA LA UNMANNED BOOTH (SEE DETAIL) 1000-102-1-4.9 w Cutchogue NOW/FORMERLY OF O 00 78.9' " " ( LA P I NOW/FORMERLY OF 0� 1000-102-1-18.1 VINCENT & RUTH URWAND ) N LA UNIT TYPE A (TYP.) 1650 UT EVERGREEN DRIVE OLri 0P 1ryP 114.5' ROMANTHE SACRED HEARTH OF Cutchogue, New York o CUTCHOGUE, NY 11935 o Town of Southold � CD ,oz O) L0 I e 101 BB 88 � Z A 100 87 A 95 A 85 e A A e A A A A A A 89 gg A e °tiP No. Revision Date Appvd. O A A I _..._..._......... I � I WN/SCD 7/28/17 AVL 0 13 TO HS REVISIONS J 12 TOWN REVISIONS 6/14/17 AVL nmIIiII nilml LIMIT 4 1 t 1ATTE LAr� ^M1P I IMI OF NATURAL BUFFER 11 SCDH REVISIONS 4/22/17 AVL L ES �? 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL N r • �tM O 9 TOWN REVISIONS 3/27/17 AVL •� 106 tOs 110 111 116 ,18 P LA 8 SCDH REVISIONS 3/9/17 AVL J\ O 1000-102-1-3.4 103 A e 106 107 109 e e 112 115 q 117 eq / 179 ,20 M Designed by Checked by o NOW/FORMERLY OF e A A e Ln DIBOURGHESE COSTELLO, LLC Z 17150 CR 48 EMERGENCY ACC ROAD GRA Issued for Date PO BOX 957 N o AREA WITH LOAD BEARING CUTCHOGUE, NY 11935 C� 'f UNIT TYPE "A" (TYP.) Oo : SUB-SURFACE (SEE DETAIL) �U�y Z0, 2015 6 -_ O __ 75' BUILDING SETBACK - w m LA - - 50' BUFFER - - - - - - - SCTM: 1000-102-01-33.3 } NATURAL 74.1' BUFFER AREA F• , NATURAL BUFFER AREA w. , 0 N36'54'20"W (DEED) N i 2009 22' (ACTUAL) I; 2009 51 z t PROPOSED �C CONNECT EMERGENCY ACCESS TO •EXISTING ROAD, N N I F CRASH GATE EMERGENCY ACCESS ONLY. NOT TO BE USED ASA E ' Q r I I ' W CONSTRUCTION ENTRANCE EXIT OR FOR ANY OTHER (SEE DETAIL) N / rr ll rr l q PURPOSE EXCEPT EMERGENCIES. , _ 1 1000-102-8-28 1000-102-8-29 ` 1000-102-8-30 o --- W 1000-102-8-24 1000-102-8-26 1000-102-8-22 1000-102-8-25 1000-102-8-27 NOW/FORMERLY OF NOW F NOW/FORMERLY OF N NOW/FORMERLY OF NOW FORMERLY OF NOW/FORMERLY OF / R RLY OF NZORA SORMELEY NOW/FORMERLY OF / WILLIAM & VIVIAN VELEZ LINDA 1000-102-8-23 PATRICK;*&''LESLIE CASEY WADE HUBSCHMITT WADE HUBSCHMITT - NOW/FORMERLY OF 209-50-28TH AVENUE N JENNIFER & THOMAS FOSTER 2890 HIGHLAND ROAD 31 MARTHA STREET CYNTHIA LAKE I 2060 HIGHLAND ROAD 1850 HIGHLAND ROAD Drawing Number PO BOX 1035 NOW/FORMERLY OF 's. CUTCHOGUE, NY 11935 31 MARTHA STREET FREEPORT, NY 11520 ( 2270 HIGHLAND ROAD' CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 i BAYSIDE, NY 11360 [ o j CUTCHOGUE, NYI11935_..� DAVID & DONNA_COOK i FREEPORT, NY 11520 -._ -CUTCHOGUE, NY 11935 --- _...._._ - 3050 HIGHLAND ROAD, { N , ......._ _.....__ E NE . IV 0 CUTCHOGUE, NY 11935' �QOO V• �y0 0Lm21ouA& 0 Q 80 0 80 160 c, I Lu 2 Sheet of SCALE IN FEET � 2 28 1118 t:SS%O mmom N > Project Number a co 29305.00 SCDHS Reference # C10-06-0013 P:\29305.00 Heritage Cutchogue\cad\Id\Planset\3-29305.00-LM.dwg E O v i s 3 9 • PROPOSED MULCHED NATURE TRAIL S38'30'50"E ( DEED) TO BE ROUTED AROUND EXISTING ( S38'24'20"E (ACTUAL) TREES WITHIN NATURAL BUFFER AREA 7 : ' cn ✓'✓flfflrfJFflFFJFr✓rf NATURAL BUFFER AREA frr fFFr' f `' J`fr fr ✓f..:fr ,r:'`f ,�fJ l if. '' r`:i" f'r`Fi fF ' 'x J rf f �/JJFffJ/JfFlFflr/r'fflffrrr r i f✓frJF€✓. •r A iJrlrrrrFfr r, rfflr .F - E4 •!r FlJFJ✓ .r.Fr",�/JFFrr/.°F! •s�JFrrt.',✓FJJf f Jr`f Jr - i flrFF"✓.R' %'•, ✓/Jf Flr /JFflff✓'rfrrf.r,r✓f✓✓:s.r.r;✓. s✓✓✓✓ JfF!! _ -- !rfl.+flr f !rFlJ.=FJFFrFf/fFlf/Jff '/'Ffr `Frr ✓'Ff, /r — — Engineering, Surveying & .,'JOFlfF L LA PROPOSED NATURE TRAIL Landscape Architecture, PC (PERVIOUS PAVERS) 100 Motor Parkway fJ - .i ° 50' BUFFER — f✓ _ _ 10.7' lzak 13.7' 13.7, 10.3' Suite 135 o: os 9�' 75' BUILDING SETBACK 13.7' Hauppauge, NY 11788 r" PROPOSED 13.7' 22 20 B1 631.787.3400 C o COVERED 23 B e B e nt mn f 14' x 20 28 27 26 25 24 B1 e B1 28.75' 13.7' 30 29 61 61 61 z PATIO (TYP.) ri f LA 3Z 36 35 12.1' 32 31 B1 B z m w w f \ 62 a B1 B1 B w �' z EN 16.2' e EN � z EN / J o� �� 2 z B2 34 33 w EN EN6-1 j ' EN B EN 1 9' p EN EN 17.9'_z a, W 19' z 1 �� o % v LIMIT OF NATURAL �, R7 N BUFFER AREA EN 8. 1 o W11-2 • o ... a 10 00 _ + 9 � r .� o� ...... .... o n�-- 11+00 D 13+00 12+00 00 0 14+ 17+00 BBC TO RAMP TYPE B R7 T 15h 0b STOP R7-XL R7-XR� ST LA PROPOSED BUMP (TYP.) 161 00 E 1B D LA OUT FOR PARKING \ FLUSH BELGIUM AVE / - R1-1 ............... TYP X p BLOCK DRIVEWAY TYPE B-D � . ;n RAMP DIVIDERS TYPo N3 ir, '• RAMP N3 (TYP.) R6-1 R `� W + `F 09 (SEE DETAIL) ' ; d PROPOSED 5�PROPOSED SINGLE (TYP.) Q o, U SIDEWALK (TYP.) AREA LIGHT (TYP.) m - V tr \ f N3 24' 20' 10' 20 24' 5 o z 'd LJJ m 1f) m F + Z i ! \ r LA r! 00 N 1 J I f \ 14 14 � o+i LA .� GOLF CART PARKING s rn R1-8 CO �a� o (TYP. OF 4 0 �o b, R1-1 n i U' (TYP. OF 2 y ••..., r. c� m 29• O r r h BICYCLE RACK 5 _ h.5 5 N TYPE B-D RAMP DROP-OFF k ..... VERHANG =f \ dr o (TYP.) FLUSH..... . .. O f ti f ° R1-1 EN .. .J LA kQ0 e A h r r` FARMSTEAD PROPOSED LOADING r ,.• cn _ �� 10 X 10' J CLUBHOUSE �. �5+00 - 4+00 DUMPSTER 5+ 70 ri 2 \ .� f g ENCLOSURE stSTORY 65 t9 0-0 7.26' I EN `'� fi OR POOLSEE SDESI BY OTHERS 6 EN ` CD N3 EN o z z w 51 LA 1 , POOL ., f SA r 49 f 47 48 50 / F B 131 B LA S37'13'30"E (DEED) 12' _. . S37'04'30"E (ACTUAL) 221.47 r J MIN. J PROPOSED ; I COVERED LA PATIO (TYP.) f , LA LA PROPOSED NATURE TRAIL LA — / � '�_,•>�� -{{ _ ,z >.t.. r � ,� (PERVIOUS PAVERS) CV .1 PROPOSED BUMP PROPOSED OUT FOR PARKING LA COVERED PROPOSED I w (TYP ) 15' x 20' 15' x 20' ry 1 PATIO (TYP.) BREEZEWAY oN (TYP.) P ui I 34.22' 39.22' 39.22' LO 1 A 39.22' 39.22' ' 96 1q A 95 29.6' 20 24' 29.6' 91 I 100 97 92 90 A 99 98 A A 94 93 A e A e e e e 89 88 1 A e A AUG 1 2017 e A _- _........... Lu Southold Town PROPOSED TWIN Planning Board 7-X RJ 5' SIDEWALK 4' CONCRETE R1-1 TYPE FLUSH I WALK (TYP.) d MIN. WITH B-D RAMP o N BBC TYPE B-D AREA LIGHT (TYP.) N RAMP R7-XR R7 XL� (TYP') R7-XR R7-XL �' SIDEWAL d01 (TYP.) R7-XR (�•) R7�XL R7-XR R7-XL TYP. f :,�, L ��I,>>I .: : . •: � _ .. . . , ; .. ��,�I _ Harvest Pointe at co to FBBc BBC FBQQ HARVEST POINTE LANE R T POIIV7'E LANE — — - — — y _ N C u tc h o g u e 26, 24+00 23+00 22+00 21+00 20+00 – �` Ilia 0 18+00 �' 17+00 16+00 14+00 13-00 L I Cutchogue, New York o / o PROPOSED - 18, HYD FLUSH CURB R2 N v MOUNTABLE CURB m N FLUSH CURB WITH PAVERS Town of Southold (TYP.) Q R48' WITH PAVERS LA No. Revision Date Appvd. CT c 13 TOWN/SCDHS REVISIONS 7/28/17 AVL YD 104 105 110 111 116 12 TOWN REVISIONS 6/14/17 AVL 103 e e 106 107 109 e e 112 115 ( A I 2 e e 108 e �` 113 114 A 11 SCDH REVISIONS 4/22/17 AVL cv } 49.22' A A 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL M PROPOSED HYDRANT, IJ40.22 N F ROAD TO BE L�. 49'22 m + 9 TOWN REVISIONS 3/27/17 AVL Z WIDENED TO 26 FT. 49.22 PROPOSED HYDRANT, 39'22 o Ln EMERGENCY ACCESS ROAD ROAD TO BE , AT HYDRANT (TYP) � GRASSED AREA WITH LOAD WIDENED TO 26 FT. 8 SCDH REVISIONS 3/9/17 AVL -1 '-; Pesigned by Checked by I BEARING SUB-SURFACE AT HYDRANT (TYP) 0 0 0 (SEE DETAIL) n MI Issued for Date July 10, 2015 Q 75' BUILDING SETBACK LA 50' BUFFER — SCTM: 1000-102-01-33.3 EXISTING CHAIN LINK v o '`� NATURAL BUFFER AREA FENCE TO PROPOSED CRASH GATE - r d REMAIN (SEE DETAIL) NATURAL BUFFER AREA o zp. Q l e Jr . . ,. , � s v � s v.� -. ',.i �;,,� 1. c Z f ! , i:' _..._.., ...,.__. ..._...... .........tit'......_. ._..... ..,.......... .....__. .... ,.._..,.. ..... 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Engineering, Surveying & BUFFER 0 Landscape Architecture, PC ... .... ............................ 100 Motor Parkway 75' BUILDING SETBACK Suite 135 PROPOSED Iq COVERED 9 Hauppauge, NY 11788 14' x 20' 114.1' Z PATIO (TYP.) . a 1 11; 631.787.3400 13.T 13.7' 10.3, 12.8' 16.7' 7 n n c), 0 CLI (LI ✓ 11 1\ ............. 14 2 15 11 16 13 12 LA C B 81 19 C @B1 22 q) a PROPOSED PATIO 21 B1 M LOCATED WITHIN BI BI 10 PB 18 17 W z 1 11-1 -.1, Z) SETBACK TO BE Ld C C FLUSH W/ GRADE Li 2-1 AND NOT COVERED flul ........ EN EN EN Ld 19.7 : EN B 22 EN rn — 6 9.9, EXISTING CHAIN 49 LINK FENCE TO 273.68' ED)REMAIN R7o 1111 ,r, S37*04'40"E, 269.77' TUAL) D r"A 0 4, C� 6+00 05+00 -,Mj Cn LANE .... ....... R1–1 o, Cn 0 10+00 + 9+C > C) 0 0 E –D C: 0 R7–XR–/ –D MILL TYPE B LA > yp STOP RD r ...... .... , :::...z:.. 11111111118 00 TOP te, PE B RAMP RAMP �R7-1 1-. 5, RD (TYP.) (TYP-) R1-1 PROPOSED 5' N3 LIMIT OF AREA TO 91 REMAIN NATURAL SIDEWALK (TYP.) TYPE B–D 00 I RAMP Ui + 0 (TYP.) SI 41 0 01 PROPOSED HYDRANT, ROAD TO BE WIDENED TO 26 FT. AT HYDRANT (TYP) R7–XR R7-1 LA LA (PERVIOUS PROPOSED "00 NATURE TRAIL GAZEBO R� ° I =� <P PAVERS) �� cS i �. R7–XL y"A ` S37*04'40"E 95.00' 7--7 7777 --------------— 1111.. R8-3X CONCRETE WALK )1Z Lil. LA PROPOSED 0+00 UNMANNED A+)0 BOOTH O Ar PROPOSED '5*N COVERED Cn Cn. 14' x 20' Ln PROPOSED 6' X 4' PATIO (TYP.) Ln MONUMENT SIGN 0 4+00 \X TYPE B–D -IN PROPOSED NATURE TRAIL RAMP (TYP.) BICYCLE LA —PROPOSED In.1 (PERVIOUS PAVERS) RACK ENTRANCE', LA 1 . Q;� RETAINING i R -10 R1 WALLS ,a.\ I PROPOSED 17 N3 COVERED R7–XR FOR WORK WITHIN THE RIGHTS OF WAY N3 I SEE OFF SITE IMPROVEMENT PLAN FOR 15' x 20' R1-1 65 9 PATIO (TYP.) 0 50' DETAILS (SEE SHEET C-10). LO 75' BUILDING �ETBACK Cil 66 68 SEE PLANS BY OTHERS 1131 R1-8 > FOR POOL DESIGN 67 STRIPED rT1 M B2 (TYP-) CROSSWALK " 0 CTYP�) > PROPOSED 15' x 20' BUFFER TYPE D–D 151��FLUSH BC RAMP (TYP.) PROPOSED J BREEZEWAY TYPE B–D TENNIS COURT RAMP (SEE DETAIL) (TYP.) le�o R7–XLLA C) (TYP-) LO R7–XR PROPOSED— VINYL COATED 1119, 10' HIGH CHAIN UNK,FENCE 400.00' r g`ti N37*13'30"W BELGI JM BLOCK CURB TYP. (SEE hETAIL) y `}.t" � 3 ..,T )1111'') � j / ,I R7;')< LA R7–XR 39.22' 1Z C 39.22' 37.3' 10 0 86 AUG 11 2017 A 85 90 r8 7'� A South6ld Town A 89 88 �A Planning 13fm ri M A A 0 'Po ED RD WITH PAVERS UJ Li Harvest Pointe at FLUSH CURB Ln LL_ RD RD RD RD R7–XR R7 XL z M _J CD Cutchogue L M FBBC Pq 1P0 10 Cutchogue, New York HARVEST POINTE LANE >7,>7.,), 0 C14 Town o Southold 14+00 12+00 RR(' No. Revision Date Appvd. LUSH CURB RD RD >i 13 TOWN/SCDHS REVISIONS 7/28/17 AVL RD 12 TOWN REVISIONS 6/14/17 AVL LLJ RD HYD 11 SCDH REVISIONS 4/22/17 AVL TH PAVERS V) 4 RD LA _J 116 118 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 115 A 117 A 0 (% :t 9 TOWN REVISIONS 3/27/17 AVL A A o 120 LO 119 A P K) 8 SCDH REVISIONS 3/9/17 AVL o A LO 9� Cn Designed by Checked by 39.22' 39.22' 0 Issued for Date _J July 10, 2015 0 SCTM: 1000-102-01-33.3 < 75' BUILDING SETBACK 0 50' BUFFER V) D 5X EXISTING z" kwwwwww I CHAIN LINK • NATURAL BUFFER AREA FENCE TO ry REMAIN LU C0 _J L'i V ....... _v .......... X' DraAng Number 2009.51' (DEED) cb 2009.22' (ACTUAL) 0�: NEVV k 0 V 4,1 Q� 0 U U Lm2 * 2 CO 0 Sheet of 40 0 40 80 4 28 _0 E........... 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ALL EARTHWORK SHALL BE PERFORMED IN Harvest Pointe at - - -- - - - '_._. ACCORDANCE WITH THE PROJECT SOIL MANAGEMENT PLAN AND THE OWNER'S ENVIRONMENTAL CONSULTANT.. TYPICAL 25' x 7' SPACE 2. IN ACCORDANCE WITH THE STORMWATER POLLUTION C u tc h o g u e UNMARKED PREVENTION PLAN, IT IS THE CONTRACTOR'S i RESPONSIBILITY TO HANDLE ALL IMPACTED MATERIAL IN ° ° ACCORDANCE WITH THE SOIL MANAGEMENT PLAN AND Cutchogue, New York On Street Parking Detail THE SUFFOLK COUNTY DEPARTMENT OF HEALTH GUIDELINES IN ORDER TO AVOID ADVERSE IMPACTS TO Town of Southold WORKERS AND NEIGHBORS DURING CONSTRUCTION. N.T.S TOP OF APRON + 4" No. Revision Date Appvd. NOTE: TYPICAL IN LOCA11ONS SHOWN ON PLANS OR AS DIRECTED BY ENGINEER. FROM GUTTER 13 TOWN/SCDHS REVISIONS 7/28/17 AVL wFFE 0.00 Grading & Drainage Notes 12 TOWN REVISIONS 6/14/17 AVL 11 SCDH REVISIONS 4/22/17 AVL Unit Type B/C GUTTER 1`-_- 1. PER THE GEOTECHNICAL REPORT PREPARED BY SLACKE TEST BORING, INC. DATED to REVISED PHASING PLAN PER TOWN 4/6/17 AVL Unit Type A GFE= -0.55 DECEMBER 7, 2006 GROUNDWATER WAS ENCOUNTERED IN TEST BORING 2 AT 17'-7" COVERED �/ -0.75 BELOW GROUND SURFACE AND ALSO IN TEST BORING 3 AT 25'-7" BELOW GROUND 9 TOWN REVISIONS 3/27/17 AVL 00 COVERED PATIO AREA SURFACE. THEREFORE, GROUNDWATER IS ASSUMED TO BE AT OR BELOW ELEVATION 8. PATIO AREA -0.95 8 $CDH REVISIONS 3/9/17 AVL PATI�DOAREA -0.95 2. DRIVEWAYS TO BE PITCHED TOWARDS THE ROAD AND SHALL BE 1% - 5% SLOPE. -0.95 25' APRON DRIVEWAY GARAGE UNIT Designed by Checked by ROAD WIDTH 3. MAX SLOPES TO BE 1V:3H UNLESS OTHERWISE NOTED. 0 `V COVERED 4. GRADES TO PITCH AWAY FROM BUILDING FOUNDATIONS. Issued for Date PATIO AREA July 10, 2015 o -0.95 FFE= 0.00 FFE= 0.0 5. CONTRACTOR RESPONSIBLE TO PROVIDE POSITIVE DRAINAGE FLOW OVER THE SITE. BIRD l GFE= -0.55 FFE= 0.0 GFE= -0.55 Typical Driveway Grading Profile (w/out Sidewalk) GFE= -0.55 BATHS AND PONDING AREAS (OTHER THAN AS DESIGNED) ARE NOT PERMITTED. Q x N.T.S • -0.75 6. DRAINAGE PIPE TO BE AS FOLLOWS SCTM:. 1000-102-01-33.3 FFE= 0.00 UNDER PAVEMENT: RCP, SIZE AS NOTED ON PLANS • . , GFE= -0.55 UNDER LANDSCAPING: CPP, SIZE AS NOTED ON PLANS 2 CAR GARAGE -O 75 ROOF DRAIN HEADERS: 10" CPP MIN. SLOPE 0.5% 0 ` -0.75 x 5' ASPHALT -0.95 DRIVEWAY 7. ADDITIONAL ROOF DRAIN HEADERS MAY BE NEEDED PENDING FINAL ARCHITECTURAL DESIGN. 0 ° ° ° � 2 CAR GARAGE x 2 CAR GARAGE 2 CAR GARAGE TOP OF � LINED S SIDEWALK w , • ; e -0.75 APRON + 4 2% MAX B. DRYWELLS CAPTURING ROOF DRAINS SHALL HAVE A MINIMUM OF 10 FOOT EFFECTIVE DEPTH FROM TOP OF RINGS. DRYWELLS TO BE INSTALLED IN ACCORDANCE WITH DETAIL. UJ FROM GUTTER CROSS SLOPE Q • U) -0.95 ° ° DRIVEWAY w x RID VEWAY -0.75 FFE = 0.00 -0. 5 DRIVEWAY Earthwork Notes � L-l' -0.75 ,� DRIVEWAY -0.95 Q m m m -0.95 z X z a v 2% 1%-5% M z x¢ m m m m m GUTTER �� Drawing Number �" �� MAX. \__GFE= -0.55 1. EARTHWORK FOR THIS PROJECT IS INTENDED TO YIELD A BALANCED SITE UPON COMPLETION _ '�'__ _ OF THE PROJECT, I.E. 0 CY CUT AND FILL MATERIAL NEEDED. `" "' -0.75 2. IT IS NOT ANTICIPATED THAT ANY MATERIAL BE BROUGHT TO OR HAULED AWAY FROM THE loft -- - - - - - - --LSITE FOR USE AS FILL TO ACHIEVE SUBGRADE ELEVATIONS. Of N1' o I N®a i i N�¢ i I 3. THE CONTRACTOR SHALL UTILIZE ALL NON-IMPACTED ORGANIC MATERIAL AS TOPSOIL IN �� V YDL 3 `V WHERE SIDEWALK IS REQUIRED, -- - - Fes- 25� 4 LANDSCAPE AREAS PROVIDED THE MATERIAL IS APPROVED BY THE ENGINEER. ,�P ��- C,q� TRANSITION BELGIUM BLOCK AND - -- - - - - - DRIVEWAY APRON ® 0.33"V:4'H ROAD WIDTH APRON DRIVEWAY GARAGE UNIT 4. ALL EARTHWORK SHALL ADHERE TO THE APPROVED SOIL MANAGEMENT PLAN FOR THE 20 Q >& O WALKWAY DOWN TO MEET FLUSH PROJECT. °< 5. THERE SHALL BE NO LOAM OR ORGANIC MATERIAL USED UNDER ROADWAYS OR WITH DRIVEWAY PER BELGIUM FOUNDATIONS. ONLY CLEAN SAND AND STRUCTURAL FILL TO BE USED AS APPROVED BY Sheet of T BLOCK TRANSITION DETAIL. T ical Unit Gradin Scheme Typical Driveway Gradin Profile w/ sidewalk) THE ENGINEER. mZ -`"t1 Typical g yp Y g ( 6. REFER TO SOIL MANAGEMENT PLAN FOR ADDITIONAL INFORMATION. J, ' '''"" 5 28 DRIVEWAY APRON ® 0.33'V:4'H N.T.S N.T.S nr �P�rXj Project Number 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\4_29305.00_GD.dwg 3 W 0 : . 1 4 M �z. I 3 U � / - - - � H - _� _ , mr 11. � N � I 11 / v y , ," " J / - ., S38'30'50"E (DEED) I ,, f / , t -. �, rFµ _ , _ Engineering, Surveying & `�, __. _ s38.24'2o"E (ACTUAL) . , x ' LandscapeArchitecture, 141" , , .. . 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L2 34.0 I _ I: :_ .2 - w _ �-- =+- - - _ _ 310 31X10 �=_.-._�,�.-:_• --�---- _�'--��.� ," --- �•-� 32.5 f 32 - _:`�_ �'�iy�0 .� �% 34.1 I u' 34 4.2 =°qtr .-•...-..R-32 50 'o� � _ _ _ - -� - _ �, 31.45 31.25 = f \ �O h' 06 ,., 34.30 S� x 33 3 �� 32 45 _ I.. x 3 5 = _ o 0 _ ',yam - -„o^o{ - H52 � 32 11+00 S3_ 10+DO 9+ \ 1 .• ° o _ 34 0 yo 12+0 L1 _ 0 ;:/� � 1. r "� Of ® - 33.80 . k�� _ '32X08. ,- 33.70 ��- R- 4+a0� 13+00 v ,. 1.a t: 55 '�� 4d ,_ _ _ , 32 53 32 78 � - /' \ .� 1 -- , r, 't lv Dc :--L-P�/� x x .=�j� 1_7 ,..- ._ <. �.�° I- •HP • U- 0 _... / � F / h `ter - , 32.20 32.45 _ 1 'S _........ ... 1s+77.74 �-. 2 8.32 ��, f .. 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C 33.00 � ,cL, ' ZI rr1 f;A o ' R= 0.75 ! ® c �� S15 ce , , 34.10 i 29 33.00 _ , .. . ,,.,_ 30 � �5.43x 4 3616 � �� % � N I II w , r• > / € �r0 9 - �N C 2 ,,,• R-32.08 �` I 33.90 ;' 33.9 _ II I �.\ , /-. w _.._ 9 t 0 LP r ,Ilk11 / r ,, - f 6+5.._.02 f 1 f , o r.. HP ® ' 5.60x Fy- r`1 Pio _ J N3 , 2 6.1 33 / .. _1 3 6 w ..J 1 Z 32.2 ® } G F 1 . /, �/ lr✓ 17+87.3 ( 5.93 =�LL .�"•,0" W t5` 11 �/ f, 34.28 12 p co W 4 S48 CA 07 O i 4 � - �, a H - rn <- • r 8 ao4 -29.50 ,-T_- - _..._ _ , , R-27.50 ✓ ° ��d 333 HP �:$' Z _ .. HWL „ Ir \• -. ,: v r0 00 1 39 s S3 33.00 33 °� 3410 _ 10 ti f * ✓ ,., I ,{ f =34.50 _ __ _._ _. 33.10 S16 CB r 11 `. ` _ _ II it J v i ; " ,_..: t= 0 - _._ ....,..— C.33.3 C 3 . s Zww 34.2 �, <,, �, O Ri 4 `_ / 35 80 35.96 �. .45X 'BC•33:80 _.... B 3 3 30:_ _�•..,,N _ „ - .,,� / � ,�:�- �' R 32.08 \ i LL li ,• - 35.70 _ w 3.90 33 ✓ , ' - r 4.10 t8 _.... __ RD .55 , - < \ 32 95 + ,,, _.. ., 5� r 00 CF £ ..�--- , . �, cITY ��RD 35 - R=32.76 L13 BOT. EL 29.00 r Y. ,. - r., �0 �r ? S144'0MH I .1 / "/ R= 0.75 I ``' M •1»W R=29.50. i HWL EL. 31.00 n� - r, h. ! }, R=32.92 < __ _.,___ 5 L2 �' i ^� , N � f 33.90 � R=32.90 °'�5 t" E ./ f f ,'"' 5,59x 35,81�� `11 1134.50 R 9 ® 3'2 'Ats � � ,. . „ I LP 5.61 r M O " 35.92 TC 33.2 �G2 11 3,3 , 1-1 p •� f , 19+17.82 TC`33.20 Pl 4'0MH .., ", r ►- W 1R93.S- 33.00 , ., 7 CB 35./O xr 35.81 P, BC 32.7 BC 32.70 R=31.25 �,c� �' , 5 '.,; 1-7"1-3 ' S - a m.I , • R=34.05 5.77 1fl (n� N cS �J��r' I /" �. 5 cs \ 'h`1' h`'010 32.30.,. /.. 32.30 �\ 0 6'� r `� 11 _ ``� r `� 33.98 N3 R_ "� "� ^o`' r h�^olpnj O� . C 32.9 f 1, _32, � cp � r � .2 cJ' sz 6' S s _ _ __ `� 33.33 L3 4"OMH wj rx 35 81 �y// // 32 C 32.45-, r 6,�p y�5 3�0 S� = S � e. t _n 0 ?R r N11 ` �lv r �TC J� f SSs 34.15 RR y 31 - �•N C �"^ 34.1 ,,; ,, L6 4'0M 35 =34.5 J�� TC 32. 3 2.2 B 2.10 't ? 32 r 1_" '% Z rn \ 1 �+� L4 CB ® R=33.08 - g/V '. f BC 32.1 x 3.90 ,\. r 5 R-32.14 ,�0� 5 33. 3 9 50 ' • „., / t N 11 U .�o R= / p \ t r` R=31.80 S` C H 33 rJ , ' , -'IF w 34.18 e� O z 3.2 5 4+89 45.. f 35 4 3410 2 r r �, 3410 00g ' ," w w 1 '34. S w { 3325 3. / r P 1 N : , x `#' 8432 50 w 55,,E R4 ,' s w � + ��. 3p` ,. 5.10 , 3S \ I = . `' 33 �� A 2.50 - ;; ° P Cp�'' t5 r_,11 I w, s I 4.87 •61 •� I - 1 f' 34.10 �Oj 33 4 �_ n - S3..s. - `�-� , .,..,•. " ' q J"� r° �� A t 31x O 35 i D , // t c 33I f �:,,',.' • f ,-' o �� 32:45.. 33.98 ., HOP 4 ( l G� l '< ,->' ® 2 +45. i 34.64 35. \ / x r x 33.90 ,nom / 3 75 1` 3 ` 4132 4 _.._. / ``e ��' 7 " �,► 11 4.30 ✓` ,: 5• e5� `� R�34.50 I f. w` , G' F r 3 8 _ = 6 111. f''f 7 3.9 x 32.36 34 05 ® I (:°; �` S�� f 33 0 �j i X33.8 rz �� y� EN w ; 11` F\ 3 6 wt 33.9 33 32.99 //' \ /\ i i \ r' ��k �.. O �y 35.0 Ei ,�,; �0 `®,f Sly 4 f,. l ) `' .,�...., Q 4.50 1 `�� 5 3 A s Q . / cor" 1 - b .,. r r; 3 34.10 90 f (,4:/1 ,, 10 i 3.46 h g ^� CLUBHOUSE _.• / f. /' P O ` 4 \ Mr �.. _ 1 x � T" 0 p? 32.45 t _ �. ` 3 n� 'F 3 34.70 �': ., `y "� O d- r /I R-29.50 P � 34.10 F. ` 34.50 N3 - �_ - ''S:� 'S 10'rl,z77 - �- - - --1-- - 33�,,33.24x •33.79" ? 5��h TC 1.33.43 FFE = 32.45 , l l 33.90 �O .05 f 5 70 8�- F00- 4+00 , f11 ,I Ir • s f / 34:39 ,' _ ^' 32x76 32x50'' R=32.2 2.22 32�j40 I 33.57 . 4.05 ��'... J,� /-- , 1' '� ` SO `� (/ 33.75 33.25 • , BC 331 A\ F 34.06 S F� . -, ( \) 0 / z , / F N/r 6 3.25 xX G� 34.70 33.09 32.83 � 32.55 32.73 r �� 2.4.2 34. � x' SO F GFS �` ,�„ N,/, � w ,' 32.25 32 / FE 5 66 // r � 'Z r�m 00 d - u+ Q s ., 34.2 X34.15 `*•' 1° t"'��--, _ z `F .` _ ..... -. GFf 34.gs d Z., / \ k1 34.33 x �, 33.38 : �, y ,o 32. EN EN w 4 . .- P3 33 34. I: \ 33.90 1;_ N 11 D e $ I` '' ,, 32.25 1; =29.50 .. _, co 33.90 _ 30 UN f �, M r ,v 3.18 33.38 33.22 ,/ `1 . ',/J/, 2. ® _ ._, ,_ < . . I \ P c,,c,� 34.70 M I 33.38 3.1 I 33.22 4. ^o N4 r " F :P r7 I L5 cB N 35.00 J/ £ \ R=30.00ts, •f T fi a r' f '33.90` '. GFE 1 ; I f cr + r7 I1. {�f3' R=32.14 �J�� ,.f, / - M '° E.° ' ^� / o m 33.22 N1Ll 3y oo - / .� r R - w{ ,' :f. ; 1 , ' ; I / m V 45 34.05 co 5 1 �i I 3 I/ 1 EN 34.50 � o I Z 33.20 I z ``' 33. Ff E 1z: 3� d 1 ,;;, t��• �, A 32.15 33.05 I / I 34. 3 25� , 33.38 UNITS 47 48 I,s 33.22 UNITS 49�S0 GE M t a C J", I J 5 4.50 i FFE = 34.13 _.o``' FFE = 33.97 `, 1 ' R 31.25 �„ =�" t ro M ;%` '- 3 I GFE = 33.58Cr I GFE = 33.42 > .� x ® N r7 r �1 ; =` k� Lam:' ' ;a �; ( - 2. . �r r' a 34.05 i a ,®°°"° ,.x „' 2 '<''; ' _ 31- "'�, 4 RD' 33.18 ' „ 3.102 1 ; (I R=29.50 . Pi 32. 5 ., 31.81 " ' ', 1 / , S3T13'30"E (DEED) I ',I.. >; �'.; . �� 33 33.1 33.0 ��,-•° ' __"> � ,- r.•-�- 3 .25 ,,. _ �,, � w F [ � , , ,, �" , �:�.�; b» �, N ® : 1�' . ',ti's,,. '0MH �r'M�., X 's -. S37-04',30"E (ACTUAL) "- I w ; . \ I I ;.> /. -< �'- CONCRETE PAVERS DECK MAX. R=3o. 3-"f 221.47 q ^o L /' R=30.50 ;, ., - • , I 32 y^o _7 t i` 2. 25 3 .25 SLOPE PITCH AW FROM I 11 i M1 c6 ,I I_.--_.I . I "L:` 1 _� OOL AND CLUBHOUSE ,,.t . , , f 31 3 _ I \ = 311 I ` R 32.63 _, tf'� ,, r' 00 � 25 =2% AY r _ . es .9 1 f :•'i 34.00 3 50 2 +7761 ( / � :' S .., r 'S�.� ® N1 ? ( r`r ;-t_;j / _ .. . , 0 x 32.87 "! fi� ,- - 1 32 , '11 .,,' :�`_� r, . ,. R=29.50 ;. \ - ,. •�.>�s �. w 2 x f t_11 a �" { 2 ,rt" M2 s ?.. 3, ti S� R 3 '� e., r ' \ R= 31.25 1�1- \ �) 3 2 Q1 Q2 _ /. .. r R 0 }-. J J / Y'e \ _ 1. Y s.r I 4 32.50 R- - 52 ._L o R= 31.25 �' � 29.50 - I" 33 K1 ® c N r i 3 tr, "., r �" r t X tr r t 32.90 ® ® Q3 31 { \a "� - > N 32 x 30 =29 11 - .50 4 QS / �/ �/ 32x35 33 "i 1 .yo 1. Q , /, l� CO .- ... ✓ 5� 33 ..E �'�'!; / I-/ "\ R=29.50 ` / w. �` s . _ _ _ - - '� ,,,`, AUG ( 1 2017 ,n` .1 / �\,,; �/ co 3 1 I u - - .;:? 3� � -•- - tr y �' 32.94 35 - .;` -- 0 N I 0° r _ t 34 .� . ., et t w "" TC 33.13 ' fi ,,- �. 4 f'" P U) ♦ 35.20 1 ° 5 RD C0 TC 33.43 BC "O An ^�` � / 31 fi 31 r f � h 35.5 4 co 1 3 34 South Town , co 35 I t t b.,, I 3 0. BC 33.10 �n `•",. - -°''` ' ,.Pp � E E CO 35. FFE = 36.48 34.39 \ � 3 . 5 � p, _` I R •�� Planning Board Z UNIT 102 f .",: ' = 3 35.7 a . C 4. �^ 1.3 co" -61'< 4 34.3 `r 5.20 A • -. n� GFE 35.9 'S�® 1.55 UNIT 91 1 i � 3 3 -R � � FFE = 33.89 - _. I , ._ RD• , '.. ,.� � 3 3 �° UNIT 101 i ( _ - -1- = UNIT 9 _ _ ' FFE 36.15 GFE = 33.34 33.14 - FFE 36.15 `�A 'E _ 6 0 I1NIT 95 34.59 I 20` E ® 5 FFE - 33.55 - GFE = 32 1 r I I , FFE 33 55 3 75 3 `I ; 1 ( I FFE - 33.89 3A5 UNIT 100 , I , 35.10 ;- GFE 35,60 7 FFE = 36.48 � I UNIT 93 32.75 R=3 . GFE = 33.30 GFE = 33.30 UNIT 90 31'g UNIT 89 1£ ," • A14 33.14 GFE = 33.34 FFE = 36.15 `f o;` GFE = 35.601. UNIT 98 I UNIT 97 1 _ I = 0 31.15 UNIT 87 34.10 I' 4 _ UNIT 99 I , I _ '', ' �„ GFE - 35.93 UNIT 94 FFE 35.34 UNIT 92 I< I• UNIT 88 34.1Oµ - I Harvest Pointe at R=31.10 3 X'. 33.14 t 331 GFE = 35.60 FFE = 32.70 FFE = 35.25 , 35.4 I FFE _ 36.15 _ r 35.00 oa- ® - C4 Ce " _ R$30.50 GFE = 32.15 I GFE = 34.70 FFE 35.25 x o o o B1 c6 4 35. 34.25 FFE = 35.34 GFE = 34.79 C7 ce 31. 5 r �,, 1.55 GFE = 34.70 �,U tC o U e A2 c6 35.15 , GFE = 35.60 M9 D--1 11 R-29.81 -Rp ` o R=33.58 5.40 5. > R=33.90 35.53 GFE = 34.79 C1 ce I C21 24 XS1.�O R=31.65 31.55 31 5 ' _- g --, ,„___._." ® A13 33.14 35. 0 R=33.24 I 35.40 `� 5.20 / ,,. , i' I C10 CB 1 34.50 �. + 35.40 � ,� � Y .35.73 � R=32.70 R=32.45 R 0 Q11 31.95 � ^ r7 � , ^0 32 R=30.50 x.. 31.95 t 34.5 QQ 2 R=32.40 32.38 -Q X 3 . c�s S I 35.73 , ," 5 31.55 I R=32.32 R=30.75 34 30 I O 52 35.4 35.40 S I 35.4b '� 34:39 :ar'. o ' I O - ® I ,r 1: I o ` �. h 1 � � I 4:5 . 34.59 �, -RD- 31 95 �:; I CUtC110 Ue, New York :1 x R - k, 35.40 _ 35.40 M6 ° C2 23 - - R-34.50 4 cRp_ 34.50 g 7 4.59 i 3 3 ® 2.05 AA4 ® 35 A16 yh �S ! 5 r, LP -33.90 5 3 " 35. 8 i ® ---_ R=32.25 R=3 .0 31 30.47 31 1 , 31 31.95 , 34.50 ` R=31.6 34 =34.2 - - " ® � - �r =33.5 ✓ +4s � 3 - 3g - - - - - / _- 8 C8 6mMH , � � R= 5 ® � ARD- Town of Southold =33.5 ® .'.'.-.i''.,.". R=30.50 R=30. i - TC 32.8332.33 Al �- 5 34.43 35. 8 1 3 .91 "' ,34 8 33.82 N_ 34 Q7 30 - 31 33 j 34 1 , I 11o _. S............ '. . A 33. 6 33.49. 30 8 31 5 32 pp 33 . °/ R- ....:...., . 34.85 i R-33. 0 R 33.50 9 0.0 ,- _ 3 8.' . '. '. No. Revision D 340 P 33.46 34 6 ate A vd. ' Tt' 2: 3 8 MH _ I 25' PP C5 6'0M LP H �,. :- r'.- Z 3 t HP I 1 4fl C22 - R-31.90 M7 X R-30.80 _ 31.9 / t` 35.38 X x R 21+95.48 �_ 0:' 30 x X 13 TOWN/SCDHS REVISIONS 7/28/17 AVL _ .00 ` 345 I R=34.50 34.48 .85 r 333 33.06 R=31.75 �_ 7�7 0.25 x X Li S _ y`L, 35.76'° _ `i` I 30.45 3 �.,.,,N ,' 33.63 \ / 33.03 - TC 33.53 S Z _ .y _ I _ _ g - - o - - I S 3 _ _�. - Dt ,r -/ ;\; �, y 3 \S. - \3 i- 1 C J' a_. Yom. BC 33.20 _ I -`'�J _� -- -- 'S - �' ' r"'S �- _ -� r S - 4- - - --- ~ ,j S - -I- - - St�'_.__ _...-_.-.....___... - -- `3 �' '� 10"1' 12 TOWN REVISIONS 6/14/17 AVL ,, '_ _ _ •., - +_ �:: - -r C2 c6 , I.,, -11 - -I - 2 - - I- - 7 - - -� - - ^�- - -- I - -, -�`L - -S - -S�- - - 1! 400 'AL3+00- 22+fl(1� 10"W--'--- ---7 21+D0 20+00 18+00 I `� V) Ig•: :•,-- O"Y'r'-- ' , 32,9 °33.54 >` i R=32.70 17+0po 16+ r I 14+ 0 1. 5 { t' I x c 5.5 35.22 s 33.79 ff r` 3X30 3.82 32. 31:16 31.75 13 = w. I 0 `331.50 11 SCDH REVISIONS 4/22/17 AVL I 34 , �`� ,3' x z x 34.4 .. { Ma- I %, 5 33 33.26 33.87 35 1 35.84 5.5 - 34 34.12 X25 r 34.66 34.15 33 32.49 32.02 "� "f x/6/17 AVL HYD 30 31 10 REVISED qq A19 3- - - _-- - 34 I - � ! __.. 1 31.49 32.08 32 34.20 • 34.80 R=31.60 ? A17 „i 7 5 '- 27 _,,-i;-_ - 2 C30 I - - I o ;`. � ' x, `,= 34• R=33.10 RD• R=33.50 r""`_ _ = -•RD =35.0 B3 4'0MH i •; _.. 34. >� E --� = 51 C33 9 TOWN REVISIONS TC 32.83 1 34 1 -�-•t =34.0 =31 5 � `< 32.95 �, =31.50 32 1 -32 =31.75 32.50 �z L34 3� 3/27/17 AVL ' 2. RD-- -. -RD- - ,.,�.. 8 - _ M 30.24 0.14 5 +`' � R 33.50 - 35.20 ��; 29•BC 32.50� r' I x'. � ! - x . .05 _ 35.08 D ® I 32.95 •30 �,. !---„ f ` �►' „ 4:1 35 36.05 I - I =33.5 R=33.2 ® 35. 1 �- _ I C32 RI} 32.50 h; R=31.75,.a 35,20 rryl C9 CB 32.$0 `' 1 �` ua `.. •18 Al CB 34 8 - --rRD ''> `< -��= _ 1: 3 .05 -RDS. "� I /- RD,--- 31.10 R=29.50 �- 8 SCDH REVISIONS 3/9/17 AVL .0 1 36.05 co 36.05 f 62 0° ,'I � b ''> � � d 1 , R=33.24 33.98 = 5.0 35.08 34.8 C3 MH ' o -�:- p- 3 .30 X' r' R=32.32 11 3.9 36.05 RD R 33.58 R=31.53 � 31.10 �' 3` esi ned b r 8 34.25.,.-'' 35.05 4.8 35.08 o C3 0 31:10 32.50 6 F 9 Y Checked by '• 33.90 34.85 ' ' 32.75 r7 R=29.50 o `1 34.18 UNIT 104 x 36.05 f' 34,8 UNIT 110 3 .50 31.10 �`' 32. 5.0 35.20 N o I UNIT 105 0.... 30.90 I C6 c c6 32.50 t 32 A6 UNIT 103 FFE = 34.93 I f x 34.50 UNIT 109 � FFE = 35.83 UNIT 111 J - > / . , 8=29.81 t- , ; UNIT 116 ,- 32'20x,I UNIT � FFE = 36.80 UNIT 106" (` UNIT 107 I s'4 30.90 : '. f UNIT 117 Issued for Date R=31.10 I FFE = 34.93 FFE = 35.83 GFE = 35.28 FFE = 33.70 o ,� E S `� ; GFE = 34.38 � � r � UNIT 112 ,�'' � / - UNIT 115 FFE = 33:25 FFE _ , � - GFE = 34.38 I, ,j GFE = 36.25 FFE = 36.80 FFE = 35.80 UNIT 108 35.08 I FFE 35.95 GFE _ �U� 10 2015 GFE = 33.15 /` I ",. UNIT 113 FFE = 33.25 GFE = 32 70 r, Y �. ` Ss GFE = 36.25 , GFE = 35.25 "r ! ( _ I .", GFE = 35.28 FFE = 33.70 - 32.20 - I,, GFE 35.40 '/' n ; .. 'Q J I r...;:" co \ 32.95 GFE = 33.15 30.25 f ,,, o . `} 30 O d ♦ /34.05 FFE = 35.80 I, FFE 31.85 UNIT 114 f' GFE , 32.70 35.20 -R 35.85 .' GFE = 35.25 4.88 i = _ - ® A7' 3.98 Co ` 7__ 3.9 5:85 _ 4.85 - co �__�, c+o i �- m C GFE... 31,.301.10 GFE = 31.30 I - E i 2.30 32.7 I SCTM. 1000-102-01-33.3 Z y 33 ` �:,.�_ m RD tl. 34.85 T 34. 8 34 1 32 �1 , I� R A 7- 32 5.00 o T Al2 ® 35 L t _ .. � a v, ,� .- q 4 I _ _ f 5`b _. .. _- --- _ - 0.90 30.9 € 1 R 32 0 f° - ♦ I _j, 32 3 34 _ '' / - - "31` co 31 _ !� .., p �_ ® A8 e, �, \<. J ,' - C� - ___^. .> """" / f' / / �. -fF - 30• f L.-•- ---f' \-- H W O :,_ _ 1 3, to - " ✓! , °§ 16 ,..--".• -,.. -�;: .\ ?� 3 .( 1 ® J'( }" R^^ x ` "►•' ® ® C18 = 530 { ® =29.75 �/' . 814 9.75 _ C13 R=29. -d" =29.75 _. `'�\ y/�I o 0� 11 g �/ = 1 l ( 1 33.75 �,.. 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I � 36.1 -b � 11- � '. l I I - � S -' J . ),, '', , o - � 11 O,IIIIIIIIII . . ,bO, 4- - I 1- I �-I 11� " , !f-,, I 0 - I 1 154.6 0"I . , I I, 1 I I I . Southo Town co 1 , FFE = 37. '�) / I - " I" , . Planning Board F - I - GN- 1 �-33N� � . �.I ; � !D � I UNIT 86 36.20N ./ � I"/ I I 11 .1 - - . .1 1, I I GFE = 36.55 ,,,- - ��D 4.4� , I, .,� 1 I-I , 1, " I'll 'If ' . 7 I I -/ , , , r �, � '' ; FFE = 37.1 0 UNIT 85 41� 10 , 0, 11 I I I� - III I - -- I I � " \- . 1 31.9 1 -1 � - " -F ''I �', 33.25 D2 I I A, I . - 1 5 UNIT 90 I I UNIT 89 - k UNIT 88 3410 UNIT 87 34.10 GFE = 36.55 - , `t? x I"V \/ -- 11 .\ I \ , I x -I Of I , t 1.3 / I o�, .- 11 , 11 FFE = 32.70 ' ' IFFE = 35.25 � FFE = 35.25 0 1 \ I,/ *b 1'� /Q8 - I \ I'll I - /I >1 - I I I�j to- 1, '', . I / R=30.50 %J I L- - 3 2.1 5 '- "'5t' � 'A - GFE = 34.' 0 GFE = 34.70 1 11 � Q14 36.15 1 1 1 , ! Harvest Pointe at I , I 11- I 1, . 5.1 0� 36.25 10111 k�'�I .111, Itr, " I 1 �� , .�11. I , , , 34.50 . : 151.9 . � I z ,� 11. 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I,-" - ,I- 3 03 ,, ,,3A3 '' 1. "I / �11- . - .. ----------I- RL931.5�0>4,A"t�`t,-- I/ I . X --� -7 - --� x ,I i� - I � 1, I I I � , '**`IIIIIIIIIIIIIIIII, - ; I 3 , 1oll 3. r, - --- � 1\ I W'. t " 3. � � - NIIII - - - I --� Z " - , I - -1-11r- --- . i ;7- -, '- . I I ; ' I,� x . - e� 1, ", I. ��- I -< ' -,- 13 TOWN SCDHS REVISIONS 7 28 17 AVL - - - �.- - +--I - - - 33135047 -, , 10 1 3�10 10FGEF. 1, I >s -31.16' - 3'I 1 1 ,,, I I Z-,ULI, - , I - - -' ' . - -1- U-1 ' 31.73N� 1 , - f I- D4A4`0MH 1, . ! 12 TOWN REVISIONS 6/14/17 AVL 'I --� - 3.8i , : I - T+ O � 1I 11, � / i I-- f " 14 b - , . , I x . IOU -,""! -- 22 1 11-,,,Z . I L� I I x A , x-><00 -I , x 1.80 1 -31. , 1 ----)*- 0 . I 11 SCDH REVISIONS 4/22/17 AVL I - -�I 1� ,-31.49- 1 .34.20 , 34.80 1 - - ..� 11 �I.- I Q) .11 1-� 1 , I /, , -11",✓ , ) V�3 ,�, 3 ' 1\ 5 \,so , ,,,, �.I - i .= I �:�Il ' J � L-:::�-, :) I I ,1. . -i - "I 11 "' �- -R 9 &W -J- - ' ` 11 I/ .\� - � * 1 --- ..�, I 15\ . ,-� tx * i 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL - -T 3 1 N - 1 -51 �=38753 A ,t '- 7 7t 35.20 -- I - 01/) 35.45 1" ' coCIO ! I :5 : , I 11 -, 33.90--e' ',�" N I .....-1.- ..... . . -I I--.--I -1 I,--,'...- -..--,- -, - n I . 12.10 .1 R=3 .75 ,� 11 . 3%2O .. 1 -I 1 ,---,, D11 "I -..6- W C9 CI3 I , . _ 3 I- � R-34.5( " 'I-.. - - ; - \ I,/ /I 1, 1� 9 TOWN REVISIONS 3/27/17 AVL U-) ' K--az.az 32. t , : , 6 --Li� - I ZZ \ , ,� , I "I. , 61 R=29.50 ", I "" - .I-�D- 11� ' I - i ,(�, " " .�* -I "I , 1<2 , .. I /- fl.-� . � , I � �, I - 35.80 ,, . \1 11 I � I � 11 8 SC REVISIONS 3/9/17 AVL , CD - - I , I " 4 1 - �" " I ,11 - I 1; 33.50 " \ 11 /I I I �t .." I of - 11 , I I,,I � - 1%� �--.x-- I I . I I � 1 32.50 '. �A.... 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I ; I i ; -- -(-- ; � ; i �- I : I I I ; i I � r-) I I ; � � i I I � I -0 I Q) Project Number > 0 V) 29305.00 SCDHS Reference # CI0-06-0013 \\vhb\proj\Longls1and\29305.00 Heritage Cutchogue\cad\Id\Planset\4-29305.00-GD.dwg E O V Z f•sr f• f•f• f•. f•f• f• f• f• f• f•f• f• f• � f♦ f♦ f• f• f• � f♦ � f♦ f♦ f♦ f♦ � f• f♦ f• f• ';� H G Draina e Area - G Drainage Area - M Drainage Area - A g Contributing Rainfall Volume Contributing Rainfall Volume Contributing Runoff C Rainfall Volume Area (SF) Runoff C (FT) (CF) Area (SF) Runoff C (FT) (CF) Area (SF) (FT) (CF) 1 t os t ' REQUIRED STORAGE VOLUME CALCULA11ON REQUIRED STORAGE VOLUME CALCULATION I i- - REQUIRED STORAGE VOLUME CALCULATION - Engineering, Surveying & S E F ROOF AREA 19,064 X 1.0 X T I 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 1 o0 0 0 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 _. ------.................................... ............................. --- --.._.._._... ..... .. .. --...- ---- .._.__......... ' 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 N = 4188 CF = D STORAGE VOLUME , �' two 1 LANDSCAPED GRASS AREA 85,209 X 0.3 X 2/12 = 4,260 REQUIRED STORAGE VOLUME 2,530 CF REQUIRE K I REQUIRED STORAGE VOLUME = 10,817 CF PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN ' Q t -_...._.................. .__....... _.._..._..............._.... .._...._._-____________........_._.................__...... -------........_.....__.......................- ...____. ............................... USE (2) 12 FOOT 0 DRYWELLS WITH 13 FT EFFECTIVE DEPTH 0 100.88 CF/VF USE (3) 12 FOOT 0 DRYWELLS WITH 14 FT EFFECTIVE DEPTH ® 100.88 CF/VF PROVIDED STORAGE VOLUME DESIGN _ f USE 11 12 FOOT 0 DRYWELLS WITH 10 FT EFFECTIVE DEPTH ® 100.88 CF/VF STORAGE VOLUME IN DRYWELLS: 2 x 13 FT EFFECTIVE DEPTH x 100.88 CF/VF = f 2,622 CF STORAGE VOLUME IN DRYWELLS: 3 x 14 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 4,237 CF .........................................._ ---- -...............................................------ STORAGE VOLUME IN DRYWELLS: 11 x 10 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 11,096 CF D ' -. _....__........................ i Drainage Area - H Drainage Area - N C Drainage Area - B ,. i j Contributing Rainfall Volume Contributing Runoff C Rainfall Volume Contributing Runoff C Rainfall Volume Area (SF) Runoff C (FT) (CF) Area (SF) (FT) (CF) Area (SF) (FT) (CF) Drainage Area Map REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULA110N 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 - _ ......_...._....__......_.._.......... ----- -............................. -- - _....__......... ............._.--_.....--.._.-..........................................-------...._.._..._.._.... ..-........................................-- • • 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 - ---- - ----...... __. ................................. ....._ --- ...._......... ......... _._._..__._._ .......................................- - - ._ - -- _- .... ........ . ------ ... ..... ................ - - .. .......................... Local Drainage Design Criteria - - -- - g g STORAGE VOLUME IN DRYWELLS: 4 x 12 FT EFFECTIVE DEPTH x 100.88 CF/VF - t 4,845 CF STORAGE VOLUME IN DR.... : 2 x 12 FT EFFECTIVE DEPTH x 100.88 ..CF/VF. = t 2,421 CF F STORAGE VOLUME IN DRYWELLS.. 5 x 15 FT EFFECTIVE DEPTH x 100.88 CF VF - t 7,566 C 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 DRAINAGE RESERVE AREAS = 1.0 Contributing Rainfall Volume Contributing Rainfall Volume Contributing Rainfall Volume ( ) Runoff C ( ) Runoff C ) ( ) ( ) Runoff C CF LANDSCAPED GRASSED AREAS = 0.3 Area SF (FT) (CF) Area SF (FT CF Area SF (FT) ( ) 3. ADDITIONAL DRYWELLS WERE ADDED TO COLLECT RUNOFF FROM BUILDINGS NOT REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULA11ON 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 12 = 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 ® 100.88 CF/VF USE (3) 12 FOOT 0 DRYWELLS WITH 10 FT EFFECTIVE DEPTH ® 100.88 CF/VF USE (5) 12 FOOT 0 DRYWELLS WITH 9 FT EFFECTIVE DEPTH ® 100.88 CF VF _.. -......................................._ ... .. ----- -- ----- .................... -- - - .... . ... . .. _. .. _.. -- -.......................... ........- ._ - ... _._.- ._...........................................- -- -__.._... . - ... ._... .. ................ ........- 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 t 4,539 CF Drainage Area - D Drainage Area - J Drainage Area - P Contributing Rainfall 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 ......_..........I............._. _..__................................ _ ............... . . ..--- -......._..........................------------._.............._... __..._...-------._...................._............_ ....................... PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGNUSE (2) 12 FOOT 0 DRYWELLS WITH 14 FT EFFECTIVE DEPTH @ 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 CF ..........................----- .__.._....._...... .. - _ ._... .................... .. _------....._.........................._......... __...__ ............................... ----.........._............................... --- -... - - - --....._......._....................... -................_........................_- STORAGE VOLUME IN DRYWELLS: 3 x 13 FT EFFECTIVE DEPTH x 100.88 CF/VF = f 3,934 CF Drainage Area - E Drainage Area - Q Contributing Contributing Rainfall Volume Drainage Area - K Runoff C Rainfall Volume Area (SF) Runoff C (FT) (CF) Area (SF) (FT) (CF) Contributing Rainfall Volume REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION Area (SF) Runoff C (FT) (CF) _ ROOF AREA 23,464 X 1.0 X 2/12 - 3,911 ROOF AREA 0 X 1.0 X 2/12 = 0 REQUIRED STORAGE VOLUME CALCULA11ON = PAVEMENT AREA 20,645 X 1.0 X 2/12 = 3,441 - PAVEMENT AREA 0 X 1.0 X 2/12 0 ROOF AREA 2,529 X 1.0 X 2/12 421 _ SIDEWALK AREA 1,519 X 1.0 X 2/12 = 253 - SIDEWALK AREA 4,503 X 1.0 X 2/12 - 750 PAVEMENT AREA 0 X 1.0 X 2/12 0 = DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 0 DRAINAGE RESERVE AREA 29,329 X 1.0 X 2/12 = 4,888 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 0 .................. / __.___._ ...2 34 LANDSCAPED / GRASS AREA 73,880 X 0.3 X 2/12 = 3,694 E (� LANDSCAPED / GRASS AREA 125,154 X 0.3 X 2/12 = 6,258 SIDEWALK AREA 204 X 1.0 X 2/12 _ �C (� 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 ----......_.._........._.__.........................-_____-. _ ..__.........._..........._- -----._...... ..._..... ___-__.__....._..... ..........__.._......_ _...__ . ___........................._.........._ - ._._.-_ ........................................._.-.__._-- PROVIDED STORAGE VOLUME DESIGN AUG 11 2017 PROVIDED STORAGE VOLUME DESIGN REQUIRED STORAGE VOLUME = Z300 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 -._................._............_ _.-..................................._.__-_.._-._ ..............._..--......_..._..._.................._..................._----------.._............_..............._......-- _.....__......................... STORAGE VOLUME IN DRYWELLS: 6 x 15 FT EFFECTIVE DEPTH x 100.88 CF VF = f 9,079 CIF autholdrming Town --._.._.._.._...................._....�.. ---_.... ... .._ - - ------ / Planning Board USE (2) 12 FOOT 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 = t 2,421 CF __ _____- _- - _ __ _ -_--- ---- _ _ Harvest Pointe at Drainage Area - F Drainage Area - R Contributing Runoff C Rainfall Volume Contributing Rainfall Volume C u to h o g u e Area (SF) (FT) (CF) Drainage Area - L Area (SF) Runoff C (FT) (CF) REQUIRED STORAGE VOLUME CALCULATION Contributing Rainfall Volume Cutchogue, New York ROOF AREA 0 X 1.0 X 2/12 = 0 Area (Sr) Runoff C (FT) (CF) REQUIRED STORAGE VOLUME CALCULATION - Town of Southold ROOF AREA 17,958 X 1.0 X 2/12 - 2,993 PAVEMENT AREA 6,723 X 1.0 X 2/12 = 1,121 REQUIRED STORAGE VOLUME CALCULATION = PAVEMENT AREA 0 X 1.0 X 2/12 0 No. Revision Date Appvd. 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 13 TOWN/SCDHS REVISIONS 7/28/17 AVL w 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 12 TOWN REVISIONS 6/14/17 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 11 SCDH REVISIONS 4/22/17 AVL REQUIRED STORAGE VOLUME = 1,370 CF DRAINAGE RESERVE AREA 53,826 X 1.0 X 2/12 = 8,971 _ -- _...-- - -..................... -_......_....._.......- - - -............_..._............- - - ---- ._......_ .............. ......... ........-_ REQUIRED - I D STORAGE VOLUME 7,41 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL - . . .. _.._ ........._ -.-._.-........_-........_._.......... ___......................................._ _. --- -_ . __. ................ ----.-................................. _.........__. o __...._........ ................. _._._..........._........ ....... -- ---.. . . . ---------............._....... _...-_- --.............................._.....__--------................................ PROVIDED STORAGE VOLUME DESIGN 9 TOWN REVISIONS 3/27/17 AVL USE (2) 12 FOOT 0 DRYWELLS WITH 7 FT EFFECTIVE DEPTH ® 100.88 CF REQUIRED STORAGE VOLUME __ _.._...._..................... ----..........................................__---_..__...-_.___.......... .. __._______............................................ __._._._.._._....... 31,153 CF --.__..__..._._.._............. _-_ _......._. __..__...__.. ...1,1 . . ......_... USE (5) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH 0 100.88 CF/VF 8 SCDH REVISIONS 3/9/17 AVL ..-..._................... ... ..--_._.__................. -- - --..............__................... ----- - .......... --._..._.._........................... ..........................._._......--- .... STORAGE VOLUME IN DRYWELLS: 2 x 7 FT EFFECTIVE DEPTH x 100.88 CF/VF t 1,412 CF PROVIDED STORAGE VOLUME DESIGN - G-- - - _.._ - - -----............._......_.............----.._ .._..... .. . ----..__._.._..._.._..._......................... .........--- ----- ..__._...._.........._................- - --._ . _..._._._._.__..............._.._... . ..-- ----.._....... ._...................._ -..__._......._.........._.... .......---- .......- ....... .... STORAGE VOLUME IN DRYWELLS: 5 x 15 FT EFFECTIVE DEPTH x .. .88 CF/VF = t 7,566 CF Designed by Checked by FD STORAGE VOLUME IN DRAINAGE RESERVE AREA "L" = t 89,900 CF _--.-_........................................... -.. __..... ....__...._..- - --.-._....._.........................__...._.._-. _...........__.._....... ._ .................................._ _-.................................... ... ----..__...._._............._...........__ i Issued for Date o July 10, 2015 Drainage Area - S Q Contributing Rainfall Volume SUM: 1000-102-01-33.3 Area (SF) Runoff C (FT) (CF) REQUIRED STORAGE VOLUME CALCULA11ON X 1.0 X ROOF AREA 145500 2 12 = 24,250 ® w • -o / o PAVEMENT AREA 77,844 X 1.0 X 2/12 = 12,974 SIDEWALK AREA 18,639 X 1.0 X 2/12 = 3,107 w V)i DRAINAGE RESERVE AREA 52,954 X 1.0 X 2/12 = 8,826 J Li LANDSCAPED / GRASS AREA 38,260 X 0.3 X 2/12 = 1,913 REQUIRED STORAGE VOLUME = 51,069 CIF N '--......... .................... ._ __.................._...........-......._._..................................---- ........... . Drawing Number PROVIDED STORAGE VOLUME DESIGN ---------...._._................. ____..._....__............................. -__.._....._........_..... - --.._ ._................__..... -............................._......_.....----- -.._._........................ N STORAGE VOLUME IN DRAINAGE RESERVE AREA "L" = f 111,600 CF o ----- - --.........................._.. ... _._................._...._..... -----...._.........._......._......._.....__ �oV NEIN Y C"i T CrjP� �0 V �9�,Lp'Q,f Lm 3 * 3 0 _T a 7 r ' ` Sheet of n W ao m ? 8 28 2 c� 086118 2 P v A90.':-ESS10� Project Number V) 29305.00 SCDHS Reference # C10-06-0013 ' P:\29305.00 Heritage Cutchngue\ood\/d\P|onaet\5_29305.00_UT.dwg / . . ---~ . 04.80' CTUAL) /19 UA 73 LF Ir 32 i2 k _T Engineering, Surveying & LA Landscape Architecture, PC 100 Motor Parkway 12 EN Al Suite 135 Di EN 273.68' (DEED) Hauppauge, NY 11788 37 631.787.3400 ID PRIVATE _Ra TUSM WELL. 27 FEET DEEP, 30 45 iF I N3 r4,P1,LF I& DRYWELLS LOCATED ADA > RCP 0 0M 50 TO tNTS TO KAVE 10' 33 7,A L12 29.50 UTECTIVE DEF (TYP.) I S48 ff�� 1-27M 100' PRIVATE DMD MOVING WATER MAIN ON SCHOOL HOUSE LANE AND CONNECT WELL SETBAC� 29.50 SB-4` U 4 4 U t- TO STE(COORDINATE WTH SCINA) LF I L13 tO2 LF 15' 28 W LF ler N LF 15' GRIFFING.STREET 0 PIP PRIVATE WELL 5r 54 37 Ln U 113 Cn LF if 33 r E (DEED) / 33 M S37*04'30"E (ACTUAL) 221.4t7 AD 51 32 05 DO 32— SCDHS Notes 0 1. LOT SIZE IS APPROXIMATELY 46.00 ACRES. . _ TOTAL GROSS FLOOR_ AREA IS _-._- _ . I THE UNITS ARE TO BE OWNER OCCUPIED. DEVELOPMENT TO BE MANAGED BY HOA. 0 4. THE SITE IS LOCATED ON THE NORTHWEST CORNER 0FSCHOOL HOUSE LANE AND �� ' GR|FRNC STREET. �� 0��0 ��| R-,M.10 085^ AppRDX|WATE L0CA�ON OF PR|VATE WELLS WITHIN 15D FEET 0F THE SUBJECT Water=�°~�� ='m^^�w��uu��=�� w� u�w�*��uu �� wpw�u� _ . PROPERTY HAVE BEEN SHOWN ON THE PLANS. . O. GROUND WATER WAS ENCOUNTERED AT VARIOUS DEPTHS - SEE BORING LOGS. FOR 1. MATERIALS THE PURPOSES OF DRAINAGE STRUCTURES GROUNDWATER WAS ASSUMED TO BE EL. � J'5 7. EEVA�ONS ARE BASED ON NAVD 19DD * STANDARDS, MATERIALS SELECTION: CAST IRON, DUCTILE IRON AND 31. - ^ PVC PIPE, AND ALL FITTINGS, VALVES AND FIRE HYDRANTS SHALL . O. HYDRO-AC�ON 3Y3TE�3 HAVE BEEN APPR0VED 8Y3CDH3 F0R U�EUP TD 55O �PD ' ' ` NSF APPROVAL. CONF0RM TO THE LATEST STANDARDS OF THE AMERICAN WATER INSTAU'MRUST 2.5% q1= 3. THE CONDOMINIUM ASSOCIATION |S RESPONS|BLE FO� O�N|N� THE A/| UN|TS ANU WORKS ASSOCIATION (AYyYVA). PVC PIPE AND P.E. AND PB SERVICE �� 34 � ELECTRIC SERVICES. LINES SHALL BEAR THE APPROVAL OF THE NATIONAL SANITATION *YP> PiS.50 SB-8 1�. THE ELECTRIC SERVICE FOR THE UNITS SHALL NOT BE TAKEN FROM THE [LECTR|C FOUNDATION F0� POTABLE WATER, AND MEET ASTM STANDARDS. PANELSE��QNG THERE3|DEN�ALUN|T3. CAST IRON AND DUCTILE IRON PIPE SHALL BE CEMENT-LINED IN ACCORDANCE WITH AYVVYA SPECIFICATIONS C-104-74 OR THE LATEST ` uo REVISION. � ~-UI R-3 35 34 Utility Notes^u �� =i==w�� w��w' ° USED MATERIALS: WATER MAINS WHICH HAVE BEEN USED 75 PREVIOUSLY FOR CONVEYING POTABLE BE REUSED PROVIDED THEY �] O� .1 29. 9 1. ALL WATER AND SANITARY DESIGN SUBJECT TO APPROVAL BY SUFFOLK MEET THE ABOVE STANDARDS AND HAVE BEEN RESTORED utcLCOUNTY DEPARTMENT OF HEALTH SERVICES AND WATER AUTHORITY AND PRACTICALLY TO THEIR ORIGINAL CONDITION. / nSERVICES8HALL MEET ALL OF THE REQUIREMENTS OF THE SAME. ° JOINTS: PACKING AND JOINTING MATERIALS USED IN THE JOINTS OF � 2. ALL DRAINAGE PIPE AS FOLLOWS UNLESS OTHERWISE NOTED: p|pE SHALL MEET THE STANDARDS OF THE AWWA AND THE REVIEWING AUTHORITY. PIPE HAVING MECHANICAL JOINTS OR SUP-ON / - - '/- ----- -' � � ° JOINTS WITH RUBBER ROOF DRAINS HEADERS SHALL BE 8" CPP GASKETS IS PREFERRED.Y . � w3 6'5 4'2UY -- ° ROOF LEADERS TO BE 6" CPP DRY�ELL CONNECTING PIPE SHALL BE 15" CPP WITH A SLOPE OF O% 2' INSTALLATION OF MAINS ----------- [- ` / / 2009.22' (ACTUAL � � / ° STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS ;��~., ._ � ALL SAN|TA�YP|PE AS FOLLOVVUNLEGS OTHERVNSE NOTED' / / / ' | / ' ' OF THE AWWA STANDARDS AND/OR MANUFACTURER'SRECOMMENDED s ° SANITARY HOUSE CONNECTIONS TO BE 4^ DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES' ' OF 2%. * SANITARY PIPING TO BE MINIMUM G^ DR-18 PVC OR CAST IRON WITH A * BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE pROVDED W|N|MUM SLOPE OF 1y1 IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT WELL--" `` / ' / /' | ' / `'---�� 4` WATER p|p|NC SHALL BE CDDO BLUE BRUTE DR 18 PRESSURE p|p|NG ABOVE THE p|pE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. OR APPROVED EQUAL. WATER MAIN TO BE �O. -�TH G. HYDRANT STONES FOUND |N THE TRENCH SHALL BE REMOVED FOR A DEPTH �/ OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. CONNECTIONS. �� S�N� CONNECTIONS � BE �^ 10� PRIVATE ~� /' ' ° COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH SETBACK ,�� ~^ �' 5 THERE SHALL BE A �|N|�U� �F 1O FEET OF SEPARATION BETWEEN 0F 54 INCHES WITH EARTH O� OTHER INSULATION TO PREVENT ' FREEZING. WATER LINES AND SEWER/DRAINAGE LINES. 11EDISTANCE TOHIGHLAND ROAD FROM ~ ---- ---- --- ° BLOCKING: ALL TEES BENDS, PLUGS AND HYDRANTS SHALL BE ~`�- . . ' EMERGENCY ACCESS GATEIS ---_ ---- --~- 6' THERE SHALL BE A MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED ED . TH REACTION--�-- � ---- ---R' '-- - |-^�^ ~-DESIGNED APPROXIMATELY 2GUFT LEACHING POOLS TO ALL DR/(S AND DRYWELLS. TO PREVENT MOVEMENT. BLOCKING, '- --- -� -- �' �- � . . | n�~ 7 THERE SHALL BE A MINIMUM SEPARATION OF 10 FEET BETWEEN J. TESTING 80 (} 80 160 U � SANITARY LINES AND WATER/DRAINAGE LINES. � 8. ELECTRIC AND GAS SERVICES TO BE INSTALLED BY PSE&G AND PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SC/ LE IN FEET NATIONAL GRID, AND MAY VARY DUE TO R[UJ 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 CSOO. ° DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN Q. ALL SANITARY/WATER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86. OR THE LATEST ELECTRIC OUT TO Al UNIT /TYp\ PROPOSED SEWER SERVICE /TYP\ MINIMUM VERTICAL SEPARATION OF 18^ MINIMUM BETWEEN PIPING. (SEE REVISION, CROSSING TABLES). CONTRACTOR SHALL ENSU RE ALL CROSSING ° BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER Al CONTROL PANEL/ SEPARATION ARE ,ET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT BLOWER ( / /P) LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OFELECTR/C OUT TO Al UNIT 1O. WATER SERVICE LINES TO MAINTAIN ALL REQUIRED VERTICAL SEPARATION. SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE |S SEPARAll0N REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR ' ' / PORTION THEREOF. 11. ALL UllUllES T0 B[ INSTALLED UNDERCROUND ~~� �� . . . PROPOSED VENT FOR A| UNIT ~ A| CONTROL pANE| /�UO�ER , °( ' / ' � �`~� � SITE `�/ ` Fuu | / ' �� ' rea ° | ' ` arage N CD,N ��*�� N��0N�� PROPOSED SEWER SERVICE (A Li Area (SF) (SF) Harvest Pointe �w � MIN 01 D A�� -RD -- ` �� L � � REQUIRED GFI OUTLET �~K�tch��ue' U�e�� York -- '�/ �DO RD 21,23,26,27,29, '��'��/� / 45 1,599 363 �7��K� K�� ^��8n��U^� -- oPROPOSED CLEAN , - ` / ' �^^��' / ' Southold '- 7) PROPOSED CLEAN OUT 0PROPOSED ROOF DRAIN' /T��\ � / ' �!`/ // wu n�mo om" < ' . - . , ' '' _. . ` ' 13 roww/Sconsnsmsmws 7/28/17 AVL � REQUIRED GFI OUTLET /C PROPOSED BUILDING o TOWN REVISIONS 6a*/17 AVL _J ' ODOPOSED BUILDINGzz sco*xcmsIOws 4/22/17 AVL 40,42,44,48,51,53, m REVISED PHASING PLAN PER TOWN */6/17 mu mMETER , -/ . � ,,/'- y TOWN REVISIONS 3/27/17 AVL o sco*nsmSIowS 3/9/17 AVL Gry . / Designed uv ~~~~d"/SERVICE 71 ' PROPOSED ELECTRIC METER Dat_- 0 � '- :3 -� '--~--- July -0 , 2015 = < 88 - o 188 N/A R\ C /TYP/ PROPOSED ELECTRIC SERVICE _E SCTM° 1000-102-01-33°3 � � `~ --RD Key � ap SCDHS Approval PROPOSED ELECTRIC SERVICE /TYPl Scale: U = 1000' �[ --RD < PROPOSED WATER SERVICE [TYP\ _� PROPOSED WATER SERVICE ` / < � � - | | � . Drawing Number NEW0 w � " � w �� 0� � � T��T��YT�� N0T BUILDING PLAN L =4* 0 TYPICAL TYPE � UTT �U--- T - �[&N Z) 1. VENT PIPES SHALL BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND TERMINATE A MINIMUM OF 18 INCHES ABOVE GRADE LU � 2. THESE VENT PIPES SHALL BE LOCATED A MINIMUM 0F3 FEET FROM ANY WINDOW 0R Sheet ofDOORWAYAND MUST TERMINATE WITH A CARBON FILTER DEVICE. � J. ALL VENT PIPES MUST HAVE A MINIMUM DIAMETER 0F2 INCHES. ^� �� 10 � 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 CIPESSIO STRUCTURES. m Project Number 29305'00 ��U�U�� _ ��K�U�� U =" �" .�� \\vhb\proj\Long1sIand\29305.00 Heritage Cutchogue\cad\ld\Planset\5-29305.00-UT.dwg E 0 W > J S38'30'50"E (DEED) S38-24'20"E (ACTUAL) 7 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway -7-7-7,/1 31 H1 -7,/.1 R 30.00 H2 Suite 135 R=30.0 32 frit iR=30.80 0 33 LJ 31 33 Hauppauge, NY 11788 10, 2 --1- LA (A 32 -b 34 3 631.787.3400 F CUR co J 00 co 20 (V23e. . 8 ' (V25 24 21 27 26 ) Bi r29 30 28 1 EB I I 36 31 , Bi Z: 35 3 rri r. Iz (V I (b .1% S20 CB S17 4'01VIH Z: 34) 93 LF 19" EN M Ll 1 4'OMH 1 '-""'5 R=33.63 EN EN Pp", R=32.50 1 1 11 �B EN EN R1131' I=27.10 LF 12" X\ EN EN 0.87,' 90 LF 12" CPP- CB r R T O"W Z 61 LF 12 L2S 1-- -�Oftw 'R=34.00 2 'F 15" RCP 0 1.0% CPP 0 1.0% 12" WV` RCP ®10.5% '5. CPP @ 1.0% - ..... ..... ...... 17, - . ..... .... WV \-98 L SYSTEM 0 D -33 J1 CPP 0 !.,QZ R=VARIES R=30 5 40.- S1 9 CB co IL R=31.51 BOTTOM 18.83 R= 0 26.94 -ZZ LI- 1� N3 =32. co @ 0 % 31- 21 L, 15 33 R P @ 1.0 30 S15 c 29- R=32.08 I=25.27 @ 45 LF 15" N3 CPP @ 13% DRYWELLS LOCATED ADJACENT TO UNITS TO HAVE 10' EFFECTIVE DEPTH (TYP.) r` S44 'V=�9.50 M S-50 ....CA 12 LF 12" 7, CPP "I® 0.5% G)W29".'50 DRA L CA ±89,900 CF 15 CAPACITY co J L13 BOT. EL. 29.00 8 LF 12" I=27.89 HW- EL. 31.00 R=29.50 R= 0.75 • R= CPP @ N!'34.50 co 3 co L7 ca P 0 R=34.0' \ _ -� a ;1 `� 32.ia ` 102 LF 15" RCP @ 0.5% 86 LF 15" 66 LF 15" 4 MH 50 LF 18" RCP 0 0.8% 1 Gp'�� OM 4'0 RCP @ 0.5% AR/ �� ✓ N3 R<2$.00 t` 1 T347.;15 CPP @ 5.1% j - 9 N I=27.38 L4 cB ff I W 4.5 74�tMH�-, 5 148 LF 15" /V RCP 0 G) L15 II=27.08 5 R R=29.50R=31.50 0.67% LF 71 5' =32.50 33 I RCP M4.50 CA / / �; -t: \ r\ -� 1 34 ir 00 • r n 1 LF 15" CP,@2.24r. CLUBHOUSE R=29.50 W-- R 3 2 EN EN A .50 rT. '\7 I. 4 ��R 30.00 1-5 CB R=32.14 M it 31 2 LF 12" b. 47 48 I O I ; ,. I I 49 0 0.5. 50 1 R 31.25 N 2 -31 R=29.50 S37-13'30"E (DEED) P4 4'0M co R=30.85 S37-04'30"E (ACTUAL) 221.47' co .50 32 31 M CEI 33 R�32 63 A K2 I=26.96 11 -.9 N1 41 32 32 M2 R= 3229 50. 07 31.25 Q1 =29 50 M3 R Q2 E- ------------------ 1.25 31 Q3 Q5 E E 7 37�77 30 --09.50 4 LJ 32- L (V k 33 33 R=29.50 co 21 LIF 15" RCP @ 1.0% -7 - - . - -- I co 7- 0 - co *7 co 0 C� w7- 34 E 1 31 P LO co Ln (0 - coC co co UJ 102 co z A C AUG 11 2017 101 r J �A 95 C20 L;zn 7 R=3 91 South6fd Town 100 LJ R=32. 5 r97 A 92 99 98 93 A A14 I A Planning Board r 94 /Q I R=31.10 8 89 R=30.50 9 AD q) I - - 3 An =28.OE :32.45 Harvest Pointe at A13 -4 R=32.4 LI M6 A4 R 8 CR=32.25 R 31 -',8 6OMH Q9 �34 W/ 3050 K=,3u k\�7 .58 =31.60 =3 33.513 .8C Cutchogue A 77 23* 1 524 R=31.50 .... 3 LF 15" RCP A�3 MH C22 @ n R-7 Cutchogue, New York ✓ R=31.90 M7 R -RCP @ �G R _T ,I;J23 LF 15" RCP 0 1.0% R==31.75RCP 0 .0%- Town of Southold Qr\ I 'n"'� 2 4 LF 12 1 yy W- C2 WV - 11,11' i 0 LF 15" RCP E27 3 It CPP @11.0% E=E-- 1 O"W -P 0 1. 7 R=32.70 L G LE 15" RCP 0 2.37. No. Revision Date Appvd. % P 10% 23 LF 12" Ui INSTALL THRUST �x PR 1( -35 ---------- CPP @ 7.4% �1 3 13 TOWN/SCDHS REVISIONS 7/28/17 AVL BLOCKS ON ALL 53 34 31 LF 15" BENDS GREATER X19 • 34 C30 �-�4 LF '12" @ 1.0% 12 TOWN REVISIONS 6/14/17 AVL THAN 22* IN -33.50 R& 50 -2 R=33.50 8 =3 010% WATER MAIN C32 C9 cB R=3 ., 11 SCDH REVISIONS 4/22/17 AVL (TYP) C3 MH R=291, 50 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 27.74 IR= 1.53 C) (`IIU4� 105 (N :1 11 1 ?. I Oi 17 LF 15- CPP 9 TOWN REVISIONS 3/27/17 AVL �A A A t"1-1 2"� A 32 A6e e @ 3.2% 115 R=31.10 ---J -1U0 113 114 A 8 SCDH REVISIONS 3/9/17 AVL -F _7 (M -10 If A Designed by Checked by 0 .0 0 0 A7 7o Issued for Date 0 E co z �E 13 /7� 34 Cn RCP 0 July 10, 2015 Cr' % 31 0� 16 L J 32 R=32.0 Un 34 L4 A8 -- 30 30 >� 1529.75 C14 M -------- 0 =29 0 0 R=?9.75 R=29.75 -0 "AC13 R=29. SCTM: 1000-102-01-33.3 R=2 1.75 V) B4 6 =29.7 0 <')g 30 C19 R=3010 -0 3 3 32 33 31 34 o E L 0 R=30.00 A10 PROPOSED < A20 wv 0 1) METER BOX AND RPZ R=29'.10 Drawing Number N36*54'20"W 0 • q, NEW V. L =4* 1 --�-�EXTEND EXISTING WATER MAIN ON CO 0 BRIDLE AND CONNECT TO SITE CC (COORDINATE WITH SCWA) 40 0 40 80 1: LU Sheet of 10 28 ----------- 3' 33-7 co SCALE IN FEET 08611'6 OFF:E x Q) > 0 V) SCDHS Reference # C10-0 - 13 Project Number 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Long1sIond\29305.00 Heritage Cutchogue\cad\ld\Planset\5-29305.00-UT.dwg 1901.44' (DEED) 0 ( 0' ACTUAL) 1904.8 U > LA LA CO. 0. --28 ell, -,4 30 02 Gi R=27-25-- 78 LF 15" 0 CPP @ 0.5% ---------- 32E6 4'0MH E7 4bMH -32 4 P= R=29.50 I=25.65 I=25.25 33 E 0 31 Engineering, Surveying & Co Co J Co Landscape Architecture, PC 22 1@9 81 o 00 100 Motor Parkway 9�3 -11'20`� 0 ✓ 21 B BI 61 -0 B au 4 VMN Suite 135 18 T17 R=30.90 1 2 51 LF 0 S12 CB R 30 90 C C 9 Hauppauge, NY 11788 S17 4'$MH EN 63 '21 EN 93 LF 12- R=33 EN I , , 631.787.3400 PP 150 LF 15" I=25.'53 CPP 511.2fRCP @ CPP ® 0.5% 3 :. I / R�31.5 -, R� 1• - 2 g CA( E8 4'OMH • R--31.75 J R=31.2$ I=24.50 273 68' (DEED) 70 LF 12" S37*04'40"E, 1 LF 12" @ 2.5% 269.77 )ACTL�AQ, 61 LF 12" @ 0.5/. -0), R= 1 -------RCP ® 1.0% V- 1.17 0- '0 E9 Ln > R=24.00- DRA E C-) 10- M 61 no 6' DIA. (NATURAL DEPRESSION) > DIFFUSION WELL, ±86, 25 CF r 5 FEET DEEP CAPACITY BOT. EL. 23.00 HK EL 29.90 cT V S46 @ �3% E10 00 ?i LF 15" R=23.i F ('7)1 7)1 UFF Z7. • RCP @ 0.5% --,._ _ " ,..' "., . -O. � / sr NN S4 15k\ F 12� nl[VL LL. 30.00 R=32.08-1 IS3- EXTEND EXISTING WATER MAIN ON 6 -LF LF 15" SCHOOL HOUSE LANE AND CONNECT R=33- Co /I . .00 'CPP 2.9 lu 0 8 LF 12" LA .8% 32 2---L SITE (COORDINATE WITH SCWA) CPP ® 0. % S37'04'40"E •95.00' 1P @ 0. co 85 PROPOS E E3 c BOX '9 V C-1 C) 11 GRIFFING 00 INSTA RUST 2�3.5 U, BLOCKS DN ALL BENDS =29 50 N WATER MAIN (TYP) W 2 IF 15" u; 10 UJ RCP @ 0 Ln CF1 Ln CPP' 33 I R= 0 "W \ i, ® R=2 50 0.5% 1 1-11. Ln I=24.61 N) t's 00 V zt E4 F A b Zo Co \ I=25.17 R=31. 37 170 31 30- 29 V,�o \� e� \ \ 32-- FOR WORK WITHIN THE RIGHTS OF WAY SEE OFF SITE IMPROVEMENT PLAN FOR 'El R=28.75 DETAILS (SEE SHEET C-10). IA/ Co 68 > 37 m =35.50 D1 33 31 2 R=30.85 \.,. . ,,._. \/ t Ir �k �ti4� 35 % _, A co Y, I'7 N37*13'30"W 400.00' 3 0, D8 ca L -33.97 /E R- 1=28.20 .4P Q3 -30 r)4 Q5 D CB =29.50 R-3274 1=27.93 00 Q 9 R=2 .50 D5 CB @7 Co 170 1 34 Co 0 Co C • 0 Co 86 A t85 01 r8 7'� D 40e Q8 89 CA 88 01 R=30.50 Q14 y R-35,10 -41 075 E C E IF 00 CS smMH 31 R=30 V AUG 1 1 2017 3 C73 4 35 D4 4'0MH 3r 33. Southold Town WV--V-- '-F WV low 4 1000 Planning Board • LF 12 RVESTPO -LANE Z 1 15" RCP RL931.50 X> 0 It, 0 I.U7. 1 LF 15"'-� -E ====-G -11 �& >2�1>m RQP ® 2.3%'\\,. a '54 RCP @ 1.0% 2 D4A4'0 .80 31.50 1PP @ 1.0% 32 I=26.67 C33 b A R= Cutchogue 31.75 R= 34 IM .75 Co H D11 L J -32.3 or R=29.50 Cutchogue, New York 1 264 www-r- U14.5( 116 118 Town of Southold 115 117 A 0A 03 // 1, ) I - 0 A A 120 DRA D No. Revision Date Appvd. Ld 1 (T - 119 ±34,000 CF LO A A, 10 13 TOWN/SCDHS REVISIONS 7/28/17 AVL CAPACITY P R) BOT. EL. 29.00 C1 00 HWL EL 31.00 Co L U) 12 TOWN REVISIONS 6/14/17 AVL 5?� u u 10 LF-18 RCP @ 2.1% I Co 34 11 SCDH REVISIONS 4/22/17 AVL 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 31 35 C114 35 E) RL29.50 9 TOWN REVISIONS 3/27/17 AVL N, LLJ R=29. 8 SCDH REVISIONS 3/9/17 AVL N, Li 0 CN C19 Designed by Checked by R=30 10 32 CD - -33 Issued for Date W E -E V, Z5 July 10, 2015 ........... ....................... .......................... ................... < X SCTM: 1000-102-01-33.3 x L V 0 . .......V.......... 7- Li -"�boq.22*`�ACTLIAL)- 2009.51' (DEED) < �2 C6 Drawing Number r` O I 0 40 0 40 80 0 OF Nt-�Jj, CM41,92 V) V.. SCALE IN FEET 0 C-) < Sheet of 0 LU V) Q) 1 M 1 11 28 LU V1 U U I i 0) CoA 0661146 > S S I& Project Number U) 29305.00 SCDHS Reference # CI0-06-0013 P:\29305.00 Heritage Cutchogue\cod\ld\Plcnset\6-29305.00-UT-SCDHS.dwg 9: 0 U U A' t r SAN LP D-3 7 vF R=27.00 10.0 'SAN LP B-710 vF -y 100' AND 150' PRIVATE WELL I=27.00 R=31.50 10,0 (7 SETBACKS (TYP) SAN LP B-8 lo TVATOS= 20.00 VF SAN LP D-4 7 VF 1=27.10 SYST R=311.00 10,0 SYSTEM D-'-3 R=31.25 fo'o M.RINGS= 27.10 11-2700 IN 1 27.50 (IN) H.A. D-3 mow. SAN S38*30'50" B E (DEED) H.A. -10 R=32.00 IN R=32.D BTM RINGS 17.00 . I R 33.00 1-27.25 I=27.2 S38*24'20"E (ACTUAL) Z I=2 SYSTEM D-4 I,=27.17 SYSTEM B-9 H.A. B-9 400 SYSTEM B-7,."') R=33.50 SAN LP B-9 10VF I=27.0 IN -F.A B-7 Engineering, Surveying & AN. MH T 9A.9 0 SAN. MH RE 31.25 R=32.25 10,0 o... .. R=33.80 R=33.°° En 1 26.50 IN (OU X I=27 45 IN 29.40 MH =27*.37JFf: 27: JI]N SAN '777 Landscape Architecture, PC 1 27'79 (Ot IR=31.50 1:�71 T=)R on JFFrrt 100 Motor Parkway T'Ar x 31 /XA,;, 0 -7-11�71/717 ------------ SAN. MH Suite 135 SYSTEM B-10 iii!!I III Z: SAN. MH R 33.00 -2 SAN. MH AN LP B-110iow AN. H R=32.50 fy R=32.00 10' R=32.00 Hauppauge, NY 11788 1 27.50 LF 104 F 1-27.50 IN =33.00 -S L -7,;,- F S_ 3 631.787.3400 Z 1 2 35 LIF 6 L,� SAN. MH 103 LF 34 F__ Z S`c3g 30 R=32.50 4F 0 SAN. MH 11 29.00 R=33.50 100 LI co INV I NV 1)' vi rA I=28.63 (IN C11 SAN. INV @ SAN. INV @ S, G. BLDG. 31.9 BL 31.90 BLDG. 1.20 1-28.53 INV co SAN. INV %V SAN. SAN. V @ BLDG. = 30.95 BLDG. = 30.60 BLDG,INV IN BLDG. 32.70 BLDG. 30. 1 . _a V22 21 1 clSAN. BLDG. = 32.71 27 26 20 BLDG. 31.60 DLIJV- - I J/ BLDG. 01-u t5LUU. P30 R -0, B - 1 0 0 ",( 36 35 B BLDG. 31.20 SAN. INV @ 8L0G 31.20 EN EN BLDG. LL, M 34 Ld E P33 EN EN el EN EN EN 71 ELI SYSTEM 1 A SAN LP B-111 '0 R=32.00 O"Wx I=27.50 JIN�v G 31M.RINGS= I/.t)U ��Q"W Water/Drainage Crossing Table H.A. B-11 ........ Wv R-34.00 $V Crossing Drainage Water Separation I=22:76= (OVI WV Top Bottom Top Bottom Z11V 1 29.64 25.31 23.57 22.82 1.74 Ln 1.50 _------33 2 29.11 27.61 25.87 25.12 1.74 03 TO N3 2820 2A 29.75 29.35 27.85 27.10 1.50 31 00 m > i 1 111� MIN. (P SAN. MH L 213 30.20 29.80 28.30 27.S5 1.SO • R=34.50 A I=29.00 0.50 29 1=3 3 29.35 27.85 26.11 25.36 1.74 <zi T. a)V)_ 4 27.79 26.29 24.55 23.80 1.74 Q 04 SY TE D-6 5 26.82 25.32 23.58 22.83 1.74 -9 1 SAN LP D R=32.50 le LU > 6 2S.41 23.91 22.17 21.42 1.74 SYST 48 1 2800 LA ....... lip 1"W AN LP D-8 7 W 7 27.92 26.42 24.68 23.93 1.74 33.90 100 18 26.54 25.04 23.30 22.55 1.74 5< "SAN. MH BTM.RINII�2.75 R=32.25 19 26.93 25.43 23.69 22.94 1.74 x DRA L 20 26.97 25.47 23.73 22.98 1.74 > 50 H.A. D-8 B9,9007.1 C, CAPACITY R=34.75 II et m BOTi z . EL. 29.00 --E HWL EL. 31.00 1 30.12 (0 22 28.07 26.57 24.83 24.08 1.74 LTI 01 L_r 24 28.79 27.29 25.55 24.80 1.74 MH SAN. MH SAN. R=32.90 25 1 28.17 26.67 24.93 24.18 1 1.74 3 .00 0 1=28.30 IN 11=29 I=28.20 AN. MH P - 26 29.31 27.81 26.07 25.32 1.74 =34.50 CII 04 27 28.27 26.77 25.03 24.28 1.74 SY EM H.A. D-7 % SAN. MH 0 R= MH 32.90 Pv R=32.90SAN30 26.24 1 24.74 24.66 1.50 I=28.90 27C 28.03 26.78 25.28 25.17 150 H.A. B-12 __33 R=33.20 ®i Ov ` v SYSTEM B-12 -7 35 SAN 1 -.6 R=33.20 10-01 '03 100' AND 150, 1=27.10 V)Cup SAN -P D-7 H.A -1 5 INGS= 17.10 = B Sq R 3�A R=33.50 44- PRIVATE WELL • ®602770 0 r 4 in 27.62 SETBACKS (TYP) ILUBHOuSE 3;: • cc SYSTEM tA3 110 R=33-00 SAN LIP W LP CC 13 .6b 15 OVT R=31.50 R=31.75 V 0 I=27.42 IN SAN. MH )Jf� I=28.80 (IN BTM.RINGS= 17.42 .50 - SAN. IN TM =30.50 RINGS in BLDG. 30.45 A 80 EN EN SAN. MH I R--32.95 H.A. B 12A H.A. CC 0 H.A. B-14 R=32.00 =27.45 IN ED I R=33.00 I=28.92 O N) S MH 31 t. AN 1 28.52 R=32 SCDHS Approval SAN LP O2A, -10VF 50 SAN LP B R� SAN. MH 0 ;T.0b , - k�V )_ - I R=32.00 < G. I=28 40 (0 q1N 31 B RINGS= 7.20 SAN. IM.KIN(ki= 1 1 28*30 1 SAN. MH �� S37-13'30"E (DEED) - -33- R=33.10 S /1=28.80 x -8'0 ''SA S37'04'30"E (ACTUAL) 221.47' /11 co w SAN MH L�I:20:710 R= 32 1 R=33.00 I=. J 120 LF. .5... - -s - I=29.50 / 1 ii H.A. SYSTEM A-5 'STE'' H.A. B-13 Y�STEM_ R=30.75 '0 VF 32 B-131ow85 P 'SAN.LP A-3A foVF I=26.60 IN H.A. A-5.1 SAN LP A-5 LP 1=27 20 R=32.15 R=32.00 10*0 .00 10,012 R=30.75 1)'0 I=28.20 1=27.95 �IN) .00 26.20 SAN.LP A, R=30.75 1 C 1-28.12 (0 I=28.52 0RINGS= 14� JIMAIN!b�l= 10. I=29.20 SAN. MH ?=30.90 YSTEM A-4 30 1 26.90 SAN LP A-42032 A- 4*`""R=35.00_�*� R=33.90 20'0 PROPOSED C11 METER/PANEL R=30.75 oz M :2 5 H.A. A-5.,e I=30 1 28.50 (IN �IJGAIION (TYP) :JSAN. MH A 2 -U.) R=34.00 11 3018 (Ot� IR=32'80 CA 11=2880 LO LF I=29.67 (0 SAN. MH 13 14 R=30.90 37 LF (OT I=30.08 0T� 41 LF SAN. MH _S_ R=34.00 ]1 30.00 S_ 70 R=33.50 r 40 LF 50 LF 0 5 IF SAN. MH H.A. A-4.1 E -S . tc� 35 R=34.50 WT_ - 0 131 U-) ® BLDG." SAN. INV @ _,,-SAN. iNV 0 to �10230.94 BLDG. = 30.94 33.53 INV 19 C z � A 0 -SAN. INV @ 96 BLDG. 33.53 S SAN. 0 BLDG. 101 SA INV @ 29.35 - -- SAN. INV 0 01 SAN. INV`0 BLDG. = 33.20 = 29.35 --BLDG:'^= 29.75 SAN. INV @ BLD 20 @ A 15 BLDG. 32.39 BLDG. = 29.35 A BLDG.' 33.20 BLDG. = 33.20 'BLDG. 32.39 BLDG. 29.75 97 92 90 100 99 r 98 A 94 93 �A , Harvest Pointe at TVA 31 utchogue T 4 7 CD E r Town of Southold 0 WV W;7T 0 O"W O"W No. Revision Date Appvd. M -I - I - - 3; VA- 13 TOWN/SCDHS REVISIONS 7/28/17 AVL & INSTALL THRUST 30 BLOCKS ON ALL 34-J,' 34 -35 12 TOWN REVISIONS 6/14/17 AVL BENDS GREATER Pillow, 2 11 SCDH REVISIONS 4/22/17 AVL _J WATER MAIN .TV IT. o THAN 22' IN (TYP) 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 7- 104 r105 e r111_� 136 9 TOWN REVISIONS 3/27/17 AVL 103 Irl 12 115 A 0 108) 109 I N I \A 8 SCDH REVISIONS 3/9/17 AVL 6 \,A /,� 1 113 (114 N. INV �D - SAN. INV �A SA A SAN. @ SAN. @ !A SAN. INV @ BLDG. 32.88 A. Designed by Checked by SAN. INV @ BLDG. 31.9B 33.85 //1 IJ 1AN6.IIfV SAN. INV @ BLDG. 30.7b SAN. INV @ SAN. INV @ BLDG. -a,30 0 _J 31.98rr BLD 3.85 SAN. INV 0 75 /'INV @ BLDG. 30.30 SAN. INV @ B 32.88 BLDG 2.85 CIA JO a 0 BLDG. 32.85 -BLDG_'/�28.90 INV @ :0 BLDG. 28.90 Issued for Date - 7 0 34 July 10, 2015 0 z 33- SAN. MH N R=32.00 V) VI I It 64 0 34 31 H.A. C :5 SAN. M H R=35. 0 4-7 LF ;28.00 /-S- SAN. AH 01 OD 32 A. C-5 S H.A. A-6.1 r 600 s jD _-Z 1 1 31.00 33 *\-S R=34.00 R-31.25 37 LF 40 LI (A 0 SAN. MH IN -------- I=27.65 27.65 30 6 M H.A. A-6.2 I=29.50 n 30.57 0R=33.50 I=27.57 A SCTM: 1000-102-01-33.3 R=33.75 SYSTEM 5 1-30.00 I=29.50 (IN) SYSTEM A 0 a) 33 _1=29.42 (00 75 )6 SAN LP C-510 SAN LP -620 VF -30 -EXPANSION POOL R=33.50 0 0 33.50 1 33 JI I=30.00 IIN (TYPICAL) 7 TM.RINGS= 20.00 E 34- MP MID R 3090 H.A. C- 0 SAN LP Z n SAN UP C-4100 R=30.00 10'0 I=26.45 0 RAN 00 1I=25.25 IN SAN. MH 1 263 • 7 BTM.RINGS= 15.25 R=30.90 PROPOSED I=26.90 BTM.RINGS=17.90 < wV* METER BOX AND 7 RPZ A. C- H.A. C =29.90 'PRIVATE WELL SETBACK < R=32.15 3c 100 :25.55 25.47 (A 1 28.15 (OT 1 28.07 Drawing Number 6i 0 &; Y N36*54'2b"w 0� NEW 0ry 9. V0 V. 0 C*J cm4* 3 0 EXTEND EXISTING WATER MAIN ON CC 73 BRIDLE AND CONNECT TO SITE E: LUU 0 :3 (COORDINATE WITH SCWA) 40 0 40 80 Sheet of < 6� >� 12 28 SCALE IN FEET U SETBACKS to '0 0 L 17.00]r_ opes _0 Project Number Cn 29305.00 SCDHS Reference # C10-06-0013 P:\29305.00 Heritage Cutchogue\cad\ld\Planset\6-29305.00-UT-SCDHS.dwg E SYSTEM A-8 V SAN LP A-8 toVF t H.A. A-8.1 R=31.°0 10'0 .Q R=31.550 =25.50 IN I=26.30 ((IN JIM KIN = I=26.22 OU H.A. D-6 •'= 1901.44' (DEED) .�_' _ ;�' S H.A. A-8.2 R=32.75 I ; 12 .92 904.80' (ACTUAL) oN ANMH = 5 1 =S=3.50 I=26.22 0 I=27.00 SYSTEM B-6 - _ -- ____".._ SYSTEM D-6 " SAN. MH AN. MH SAN LP D-6 7VF - SAN LP B-610 vF R=29.00 to'0 SYSTEM B-4 R=32.00 10'0 R=31.50 R=31.75 WI^ I-25.75 IN \A H.A. B-4 I=27.20 IN / I=27.00 I=27.75 - SAN LP -4 1ovF N" B M.RI = = R=31.60 R=30.26 B 10'0 H.A. B-6 i SAN. MH I=26.30 IN .. . ..."......_..... °I R=32.50 ✓' .frfyf yf _ _ = R 31.50 I 26.22 0 I 26.00 IN I=27.40 IN 'F' x' f Jf I=27.50 BTM.RIN,S= 16.00 I=27.32 0 f✓✓Fy rdfr fry I •rdf f® >fr/Fr,'r. 'F frf rd :r. '✓ '✓.", � � � ; rr frf'`` 8 ® ^... f'df/f.. frrfr dfd FdlFdd< % sffy , yrf�✓`f /�f f✓frJ,.,!fFdfyy.°yrdfrrf dfdt`r�•V 'rF : '? r'� ,77 . r ,rte ''ffdFrdfr; rdfyrFfrdfldfddFdf✓'/f ' 'f f 30 " •"29 - P SAN. MH € df„ p R=31.25 23 LF S i ) I 2725 Engineering, Surveying & 33 LF 32 LF__ 32 f S ` + ",C ti fffff 32 j 14 LF f..' \ ,,,` Landscape Architecture, PC 104 LF L-" __ I , r 3 SAN. MH f H.A. B-3 _ I I " _. �.:' y R=31.50 p ' r" + ` R=30.50 f f I=25.90 IN N 1 j 100 Motor Parkway I Y _." CO _ 31., I=26.74 IN f I=25.82 0 p W i ISpb€ CO - Cp SAN. INV ® ( SAN. INV ® SAN. INV ® I INV ® SAN. INV _;j�>, _ Suite t SAN. INV ® ;SAN. INV ® BLDG. = 30.00 BLDG. = 30.80 BLDG. = 30.80 BLDG. BLDG• ®"'-- t �F + SANSLP B 3 10 VF n I' I 26.64 S •t 135 NV = _ _ BLDG.-"31.20 I "' > BLD 30.0 90 I BLDG. = 1.20 I 16 15 ) 14 13 2 31.10 11 31 10 SqN "' I R-31.00 1o'm -t �n s' 1 ' Hauppauge, NY 11788 25.50 P20 1 IN 631.787.3400 o SAN."INV C� I -"I B BV �` 'M ,SAN. INV ®: C " B1B1 BLDG = 30.1 G 30.10 O I BLD �' 3Q _ 18. 17 z 10 f 3/ S C m E _ . . 8 .. RA3.0o" w Q 30 40 / I. ' ( Z EN EN... = Q1 / =29.80 " EN EN - Z" w I ," I / e�oc / R=33.0 _...... ........"... ' / ` .' 2A y 30 0 I 27.75 IN / • µ / � �f I 27.67 0 i --- ` " � • 273.68' DEE : wv e \ / ) 4p.- S3T04'40"E f r� < r " _ , , 269.77 (ACT AL , 3 e 00 _.........._... W i • L � 3] S O E - _.. .. DRA E ,. n o 29 �o..... __ _ ( A 0 c m S 33 RA3 7o D 2A 0'm o 30 � �� D cp -1 1 (NATURAL DEPRESSION) D ^�., > _ r' �� 9.1✓ 186 525 CF r- f' •` \ �(� ' I=31.50 N.A. D-2 CAPACITY ` 27 - _ _ / ' SYSTEM F�, �' ��` b- R 33.00 BOT. EL. 23.00 N � _ O ® = HwL EL 29.90 D- = D 1 N3 _ � SAN LP 11 17vF S .;� i 28si o IT N R=31.50 10'0 r� st ��, C4 N N - .,.... ® I=26.75 IN to _ 2 SAN. MH ? S u, e r Z // 33.00 ��" _ •, Cv E. p _. r7TMD- - = ANL D-2 7J VF DRA S - / ��'-. ��. �� R=32.50 10.0 _ _....... ® 2 tri , I-27.08 IN + ±111.600 CF "W �2 h _ I=27.00 �rvG1> I=28.50 - IN SAN. MH I CAPACITY - I, R=34.50 i BOT. EL 27.00 " HW_ EL. 30.00 _ „ _ c " D-1 • €s ® / _ 35.00 _ " 2 ( ) 2 SAN. MH "' <`� " `S� _ (0 EXTEND EXISTING WATER MAIN ON .` I 28.75 IN p�. I , ^ R=31.50 S � / a� I 28.67 I=27.50 SCHOOL HOUSE LANE AND CONNECT 32 '. 3 I TO SITE (COORDINATE WITH SCWA) S3T04'40"E ., ^ off• `�� 'OS R=33.00 ,� / , DO' �� ry ljjN r �Q I=26.00 95, 1 / ^t'c�• � � � I 1 SAN LP 1-1 7VF r �� 0 6' / R=34.00 10'0 ` 1 SYSTEM D-10 f ;♦�lAs _ � ® Cn BOX D RPZ 9 \ �• SAN LP { \ PING u; R=30.75 10'0 r �S - 9 r INSTALL TH/UST 2 cod R=33.50 1 a \ dC• BLOCKS ON ALL BENDS 6 W G " 1 Z �iS N WATER MAIN (TYPE R 32 ) W , H.A. D-10 �� ,, � � 1 W R=3t5o ) ` SAN LP C-1 10 VF ® y \ _ > �� MH i Cl) R-30.90 I=26.52 OUN �� R=32.50 10.0 ,: �� ME I=28.25 IN SAN. MH 4 \ `�O � » I=26.90 Ln r' FOR WORK WITHIN THE RIGHTS OF WAY SEE OFF SITE IMPROVEMENT PLAN FOR 11 SpN G SYSTEM -Z 1 ^� �tk O�E S6 ` ®� \ y\ O 3Q -28 29 � DETAILS (SEE SHEET C-10). � R A a.5LOV C-2 t o o/ h \�/ �o \ 1 30 .90 N3 N3 1 6 �0 0 ` ��G o ` 30 ® 51 {" r. H.A. C-2 ® �p 9� 2 N < R=35.50 ��J yD• \'' / \ / 6$ 6�Z 81'OG' / 30 / 'r . r �� I=29:12 oIN ��G•/ / / rn / 66 m SAN. MH �� 2 0 ` wv `�s it SqN Q Z 68 R=33.00 ® ' 3�' eC� lNV tt g1 I=26.00 O9 \ �F SAN. ` SAN. 67 �� s'' "1 i R=30.00 ?" R=33.00 3� 90 BEaG, "VV 2 SAN. INV ® C G. H.A. B-18 =26.00 =26.60 37 o 3� G. = 31.05 1a g1,0 \ R=31.00 �p ;C m \ \ Cb 9Q ' BLD \ f�� I=24.90 (IN / / D i. I=24.82 OUr- 31 e", SAN. INV ®.05 / '` f ♦ 10 A f 33 C BLDG. - o I -_--_.l H.A. A-1.1 ; �F �' 1� ♦ �s� + ® 33-71 LF_ R=33.00 ♦ p�o� ti P S. I , I-28.90 (IN � A. B-16 � r SYSTEM' -1 I=28.82 0U X31 I=27.50 IN 32 SAN. MH `' SAN LP A-1 20VF i 1 R=33.00 R=32.00 10'0 I=27.42 0 SAN MH 3 I=27.50 IN J I=27.90 R=33.00 STEM B-17 SYSTEM B-16 � ,. 31 SYSTE -18 _, BTM.RINGS= 7.50 „{ ' 1 � rk .� � '6ti' 'p ��. . 35 _ . __< ___' ` ; ,• > ., e, E> ; SAN LP B-161ovF I=26.00 SAN LP B-17 _. SAN LP B-18tovF Il R=31.90 10" R=31.50 10'0 R-30.00 / oPOG. -r I=27.00 IN I=27.30 I=24.62 IN H.A. A-1.2 �, , ».t1 _ - R=32.50 / 0 g`b \3Q / ,Vp N37'13'30"W 400.00' M' �3 I=28.08 IN P 3 ;_ �� 1=28.00 0 �v R=31.30 / r SYSTEM A=2 t r I=27.60 IN MP MP �� SAN LP A-2 20vF I=27.52 0 > M \ R=34.00 10'0 SAN. MH i=26'5° N 0� o ° 4 Water/Drainage Crossing Table R=30.90 = ♦ �1g \ !O• /L 5A / J J =26.60 H.A. A-2.2 � � � ."-•� R=3. 50 A SAN. MH !� Spy 0 \ 't' Crossing Drainage Water Separation H.A. A-2.1 R=32.20 f I=28.90 IN R=35.00 1=28.50 ♦ Q. ® \\ Top Bottom Top Bottom I=28.82 =30.45 IN RA 5.00 H y G \ �J SAN. MH / �\ -30.37 0 I=31.00 8 29.49 27.99 26.25 25.50 1.74 R=33.60 / F 50 LF" _ \ S STEM C-10 I=29.50 _60 LF _ S. p�F y` ® o ' /�� \ ♦�� \ ( SAN LP 1000 9 29.10 27.60 25.86 25.11 1.74 l I519 I=28.20 IN 10 29.59 28.09 26.35 25.60 1.74 34 s SPS 0' 0� \ `-/ !; % \\ 1�� 1 RINGS= 11 29.09 27.59 25.85 25.10 1.74 .fes V ® ♦ 010 P \ / �L ® \ Pr's ° 12 28.06 26.56 24.82 24.07 1.74 BLDG. = 33.80 SAN. IN \ / 33 01"0 0 r t SAN. INV ® 1 • 86 ( BLDG. = 33.80 \ s % \ } 0 13 27.17 25.67 23.93 23.18 1.74 75 SAN. INV @ BLDG. = 32.30 I 85 / R1=A 10 N BLDG. = 32.30 1 " 14 27.07 25.57 23.83 23.08 1.74 1 87 1 \ / W ♦gyp, 1 1h i=28:52 (ON 15 26.87 25.37 23.63 22.88 1.74 w 88 e .0e / O _ I - AUG 11 2017 �/ ^� �g 16 26.25 24.75 23 01 22.26 1.74 1 ` ♦0 3 C\ 1�� 17 26.05 24.55 22.81 22.06 1.74 � f. Southold Town 3 / j, / \ ��o s. 28 25.95 24.45 22.71 21.96 1.74 Planning Board 3 __ \ I - : y 35 M1 ® r \ 28A 25.75 24.25 22.51 21.76 1.74 -3 ,; 29 18.22 16.72 14.98 14.23 1.74 33 34 / M 3 Harvest Pointe at w ti E 1 "yy I - �0"W \\ ♦�P / SAN. MH C tC O e r g 32 R-33.00 ��/� , �� 1• < 1=29•°° Cutcho ue New York ® _ .� __ 34 � c/ :; Town of Southold H ( \ ♦♦ ®1g� No. Revision Date Appvd. 1 1 Q 1 I r -�-1 4 ♦ /�v ® 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 116 i rr 118 R=33.00 H 12 TOWN REVISIONS 6/14/17 AVL 1 A 117. e f; 1 \ I=26.00 o I: r A -<"-? j 120 1 \ � DRA D ` � M a' 11 SCDH REVISIONS 4/22/17 AVL Q SAN. INV r, „• SAN. INV ® 119 0 ±34,000 CIF e 5� CAPACITY x 10 BLDG. = ftO SAN.' INV C� BLDG. = 00 A I 1 BOT. EL.CAPACITY � REVISED PHASING PLAN PER TOWN 4/6/17 AVL N ( BLDG. = 33.00 / I SAN. INV ® �� iS HwL EL 31 00 o _ - 1 I r- H.A. C-9 9 TOWN REVISIONS 3/27/17 AVL O 1 SAN. INV ® BLDG. - 60 I J s R=32.60 �� `Ov 52'SYSTEM C-8 ° 34 B = 33.60 ' CD y f I=2852 O IN , , - 8 SCDH REVISIONS 3/9/17 AVL SAN LP 10 VF ' R=31.00 1010 l / SYSTE C-9 o I=26.25 (IN) y ��o� 35 �,.® , SAN. MH SAN LP C-91 0 Designed by checked by 40�" _ .25 SAN. MH 40 LF S -472 LF ' R=34.50 R=33.90 10'0 \ R=33.00 I=30.00 =27.95 IN H.A. A-7.2 \ 44 (F+ H.A. A-7.1 Issued for Date o °�� \� 1 I=29.00 R=33.20 \\ 30 j R=35.0° BTM.RINGS= 17.95 ",. _ \ _28.50 _.. i� =28.2 OIN \\ / I=28.42 017 \" -"" y I EXPANSION PO L / Jud 10, 2015 ATYPICAL -T \\ Q " 33 �{ _ N ! ESCTM: 1000-102-01-33.3 N MP H.A. C-8 MP / / `� r' ! J , a R=30.60 ; S STEM A-7 '•,a,•' 3 45 I=25:37 °IN \ , SAN LP A-720 VF ..., ', ,•' I ,/ . . '"°� . - € R=33.90 10'0 _ \ =27.95 IN _0 '"' ' ''f 150' PRIVATE,WELL SETBACK = a ", ' y \ t \ 100 PRIVATE WELL SETBACK f SETBACK \ ' -J ` a \ 1' \ _..... , .;M, 2009 5 (DEED) 1 I ' 2009.22' (ACTUAL)_._ I p \ \ I Q; Drawing Number a) I I Q II ; Atft O PRIVATE WELL V. �O CD cm4*4 1 \ / 40 0 40 80 mZ� Sheet 13 of 28 SCALE IN FEET 150' PRIVATE WELL SETBACK \ \ � OFESSIONP a Project Number 29305.00 SCDHS Reference # C10-06-0013 P:\29305.00 Heritage Cutchogue\cad\Id\Plonset\6_29305.00-UT-SCDHS.dwg E O V Sanitary Calculation Summary House Connection Chart House Connection Chart , House Connection Chart Population Density Equivalent Estimate 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 .O 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 PROPERTY LOCATED IN GROUNDWATER MANAGEMENT ZONE IV ALLOWABLE DENSITY = 600 GPD / 40,000 SF HC 2 33.45 35.45 33.39 20.50 10.10% 31.32 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 / SITE AREA/ GROSS LAND AREA: 2,003,582 SF HC 3 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 1 31.84 21.00 16.19% 28.44 HC 4 32.57 34.57 32.51 20.00 15.20% 29.47 HC 24 31.14 33.14 31.08 23.50 12.89% 28.05 HC 65 31.90 33.90 31.84 22.50 14.67% 28.54 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% 27.82 (ALLOWABLE) HC 6 31.40 33.40 31.34 28.00 6.68% 29.47 HC 66 31.90 33.90 31.84 27.50 12.51% 28.40 HC 26 30.60 32.60 30.54 21.50 11.95% 27.97 . . . . . . Overall Design Sewage Density/Flow HC 7 30.40 32.40 30.34 24.50 15.76% 26.48 HC 27 3095 3295 3089 1800 1261% 2862 HC 89 29.75 31.75 29.69 23.00 11.57% 27.03HC ° HC 28 30.95 32.95 30.89 20.00 12.10% 28.47 90 29.75 31.75 29.69 18.00 15.94/0 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 PRC UNIT BETWEEN 1600-2000 SF GFA = 225 GPD/UNIT 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% 27.12 HC 9 30.40 32.40 30.34 36.00 10.47% 26.57 DESIGN DENSITY: 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 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 72 (1,600 SF CONDO UNITS) ® 150 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 _ Engineering, Surveying & 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% 28.32 Q ¢ HC 95 33.53 35.53 33.47 12.50 17.68% 31.26 00 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% 28.47 40 �_-- _ cv -- � CD Landscape Architecture, PC HC 96 33.53 35.53 33.47 10.00 20.10% 31.46 Z J Z O!o 0 COMMUNITY CENTER DENSITY: HC 14 30.80 32.80 30.74 26.00 15.27% 26.77 HC 35 31.60 33.60 31.54 30.50 7.05% 29.39 woo � z i j � �F- ^ � � J" J O Z O �- .� O Z ^� Z _ O _ �O HC 15 30.00 32.00 29.94 29.00 s.52°ro 27.47 ° HC 97 33.20 35.20 33.14 14.00 17.57% o �; o - o ch �� : z o O z 4 100 Motor Parkway 30.68 o M _ F r-� �� - ~ MN HC 36 31.60 33.60 31.54 28.70 7.94/0 29.26 v ¢ SHOWE Z M N._U ...-....._..._._._ .... LLJ v O _..._. C�M N O w RS: 73 OCCUPANTS X 5 GPD = 365 GPD o HC 37 32.40 34.40 32.34 25.00 15.88% 28.37 HC 98 33.20 35.20 33.14 20.00 11.40% 30.86 ¢ II w i z z z II 1= o - " -- z -" Suite 135 BAR ROOM: 73 OCCUPANTS X 2-5 GPD = 185 GPD HC 16 30.00 32.00 29.94 26.50 9.51/0 27.42 �....� II II II z� z F GOON = II II U 0000 zN z d z TOTAL = 550 GPD o HC 38 32.40 34.40 32.34 22.00 11.27% 29.86 HC 99 33.20 35.20 33.14 26.00 10.27% 30.47 a z o N o N ' a Mi N N ¢ z o u u �' `" O z HC 17 30.10 32.10 30.04 44.50 7.69/0 26.62 LLJ _m ' II w Hauppauge, NY 11788 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% 30.30 "' w " " �' -'. .._..__ > > ,w„ �i. ... " HC 18 30.10 32.10 30.04 41.70 8.56/0 26.47 z I o II II II .._.1.... Sanitary System t,A" HC 19 31.20 33.20 31.14 19.00 24.68% 27.97 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% 29.10 0 z o z _� > > - _ z z 'z o 'z 631.787.3400 I S Z Z HC 41 31.90 33.90 31.84 25.50 9.29% 29.47 GRADE He 20 31.20 33.20 31.14 22.00 20.41% 28.17 HC 102 30.94 32.94 30.88 10.00 15.90% 29.29 I _ p p0 ED HC 42 31.90 33.90 31.84 23.00 10.74% 29.37 ___. .._......._...._..... . _ .........___..._... ...____._....._.... (4)- 2,000 SF UNITS HC 65 31.90 33.90 31.84 27.50 12.00% 28.54 HC 103 31.98 33.98 31.92 1550 2084% 2869 - ? i I HC 43 31.98 . . . 33.98 31.92 26.50 14.34% 28.12 I 1 EXISTING GRADE HC 66 31.90 33.90 31.84 15.00 22.93% 28.40 HC 104 31.98 33.98 31.92 20.50 14.83% 28.88 - - - - DESIGN DENSITY: 4 (2,000 SF CONDO UNITS) ® 225 GPD/UNIT = 900 GPD - -- - - - -•- HC 44 31.98 33.98 31.92 26.00 9.69% 29.40 HC I 7 31.05 33.05 30.99 24.00 5.92% 29.57 HC 105 33.85 35.85 33.79 17.00 15.00% 31.24 HC 45 32.50 34.50 32.44 26.00 15.27% 28.47 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 25.83% HC 106 33.85 35.85 33.79 12.00 19.42% 31.46 26.37 I HYDRO ACTION UNITES 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 3 _ USE TWO (2) HYDRO ACTION UNITS. - _ - _I _ LF 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% 29.42 HC 108 32.85 34.85 32.79 14.00 18.36% 30.22 40 LF ? HC 109 32.88 34.88 32.82 16.00 16.25/° 30.22 0 6�, SEWER MAIN LINE Sanitary Leaching Pool Design HC 71 30.09 32.09 30.03 21.00 13.62% 27.17 HC 49 31.02 33.02 30.96 23.00 8.74% 28.95 0 6" SEWER MAIN LINE @ 2% 6,.,DR-18 PVC @ 1.1% 6 DR-18 PVC ®,1.8% T(PICAL) _ .-. ._._. . _ ...._. o 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 0% MIN. TYPICAL 1% MIN. REQUIRED: 900 GPD / 1.5 GPD/SF = 600 SF HC 110 32.88 34.88 32.82 21.00 11.38% 30.43 > ) ( ) (1% MIN.) MI 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 HC 51 32.05 34.05 31.99 37.50 11.15% 27.81 i HC 111 30.75 32.75 30.69 17.00 14.41% 28.24 W _ HC 52 32.05 34.05 31.99 24.00 9.25% 29.77 HC ._...i... ... _, F .. ..... .. .. E .,. .-. ... .....,.,...-E .. 4 29.80 31.80 29.74 32.00 7.97°i° 27.19 HC 112 30.75 32.75 30.69 12.00 18.67% 28.45 � • 27.73 HC 53 33.05 35.05 32.99 19.00 11.53% 30.80 I Sanitary System 11Btf HC 75 30.33 32.33 30.27 26.00 9.77% j HC 54 34.05 36.05 33.99 22.00 13.82% 30.95 HC 113 28.90 30.90 28.84 15.00 17.67% 26.19 I HC 76 30.33 32.33 30.27 29.00 7.90% 27.98 HC 55 33.61 35.61 33.55 19.00 12.05% 31.26 HC 114 28.90 30.90 28.84 10.00 24.40% 26.40 " 1 HC 77 32.05 34.05 31.99 14.00 18.36% 29.42 (3)- 1,600 SF UNITS HC 56 33.61 35.61 33.55 30.00 7.03/0 31.44 HC 115 30.30 32.30 30.24 22.00 14.32% 27.09 f HC 78 32.05 34.05 31.99 19.00 14.68/0 29.20 DESIGN DENSITY: 3 (1,600 SF CONDO UNITS) @ 150 GPD/UNIT = 450 GPD HC 57 33.96 35.96 33.90 29.00 10.69% 30.80 HC 116 30.30 32.30 30.24 26.80 10.97% 27.30 I..... I............._...__ .._ ..... ....... ._ .f..... ._ _. HC 79 34.40 36.40 34.34 20.50 28.88% 28.42 HC 58 33.96 35.96 33.90 24.60 11.95/0 ° 30.96 CLUBHOUSE 30.45 32.45 30.39 21.00 8.90% 28.52 f HC 80 34.40 36.40 34.34 16.00 38.38% 28.20 HC 59 31.00 33.00 30.94 21.50 10.23% 28.74 j Hydro Action Units HC 81 32.10 34.10 32.04 23.50 9.02°x0 29.92 HC 60 31.00 33.00 30.94 25.50 8.120 28.87 20 HYDRO ACTION UNITES ARE APPROVED TO 550 GPD. ! i ! � BOTTOM ELEV. = 7.95 USE ONE (1) HYDRO ACTION UNITS. 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 3 HC 83 31.90 33.90 31.84 20.00 15.55% 28.73 { 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 F ( 1 10 FT DIAMETER x 10' EFFECTIVE DEPTH = 31.4 SF/FT x 10 VF = 314 SF PROVIDED: HC 86 33.80 35.80 33.74 18.00 13.67% 31.28 € I _.... .. ._._..__. ...... ..._._ HC 87 32.30 34.30 32.24 22.00 11.41% 29.73 15 Sanitary System 1101 HC 88 32.30 34.30 32.24 26.70 8.65% 29.93 �' HC 117 33.00 35.00 32.94 18.00 19.83% 29.37 (2)- 2,000 SF UNITS HC 118 33.00 35.00 32.94 25.00 15.16% 29.15 0+00 1+00 2+00 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 - 120 Hydro Action Units HC 121 31.90 33.90 31.84 19.00 13.74% 29.23 HYDRO ACTION UNITES ARE APPROVED TO 550 GPD. HC 122 31.90 33.90 31.84 13.00 18.38% 29.45 SCALE Horizontal:1"=20' Vertical:l"=5' USE ONE 1 HYDRO ACTION UNITS. HC 123 32.25 34.25 32.19 19.00 15.63% 29.22 NOTE: SEE DETAILS FOR INSTALLATION REQUIREMENTS 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 "D" (2)- 1,600 SF UNITS DESIGN DENSITY: 2 (1,600 SF CONDO UNITS) @ 150 GPD/UNIT = 300 GPD Hydro Action Units StatiorL HYDRO ACTION UNITES ARE APPROVED TO 550 GPD. �r 40 USE ONE (1) HYDRO ACTION UNITS. o � � � f^ ^ Sanitary Leaching Pool Design o C:) z z LLJ 2 Z o ,,�N O of z. Z �.� `o C:) O o REQUIRED: 300 GPD / 1.5 GPD/SF = 200 SF II II w II " N o0 0^ a N Lq Lq c o ��f I I U rrj eo 06 O N PROVIDED: 1 10 FT DIAMETER x 7' EFFECTIVE DEPTH = 31.4 SF/FT x 7 VF = 219 SF Q z 0 z j ¢ C� N N = II II II Community Center Sanitary System Water Service/ Roof Drainage Crossing Table Water Service/ Roof Drainage Crossing Table Unit Drainage Water Separation Unit Drainage Water Separation DESIGN DENSITY: 300 GPD Top Bottom Top Bottom Top Bottom Top Bottom PROPOSED GRAD 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 j 2 32.45 31.90 30.40 30.29 1.50 53 31.25 30.70 29.20 29.09 1.50 . ._ _. ._ { 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 0 u 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 , 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 s" S EWER 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 (1% MIN. TYPICAL) REQUIRED: 550 GPD 1.5 GPD/SF = 367 SF 7 29.40 28.85 27.35 27.24 1.50 58 32.80 32.25 30.75 30.64 1.50 PROVIDED: 1 10 FT DIAMETER x 12' EFFECTIVE DEPTH = 31.4 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 P 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 Grease Trap Design I_f 10 29.40 28.85 27.35 27.24 1.50 61 30.25 29.70 28.20 28.09 1.50 PROVIDE CAPACITY FOR 1 DAY FLOW OR 550 GPD. Unit Drainage Water Separation 10 LF" USE MINIMUM 1,500 GALLON GREASE TRAP (80 W/5" EFFECTIVE DEPTH) 11 29.50 28.95 27.45 27.34 1.50 62 30.25 29.70 28.20 28.09 1.50 To Bottom Ta Bottom " P P 6 DR-18 PVC @ 1.2% 12 29.50 28.95 27.45 27.34 1.50 63 30.90 30.35 28.85 28.74 1.50 109 31.88 31.33 29.83 29.72 1.50 (1% MIN.) 1 29.80 29.25 27.75 27.64 1.50 OTTOM ELEV. = 18.50 NOTE: 64 30.90 30.35 28.85 28.74 1.50 110 31.88 31.33 29.83 29.72 1.50 ._.___....._....,._ CLUBHOUSE BUILDING IS TO BE USED BY RESIDENTS ONLY.SANITARY CALCULATIONS ARE INDICATED 14 29.80 29.25 27.75 27.64 1.50 65 30.35 29.80 28.30 28.19 1.50 111 29.75 29.20 27.70 27.59 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 PROPOSED DENSITY. 66 30.35 29.80 28.30 28.19 1.50 112 29.75 29.20 27.70 27.59 1.50 20 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 U 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 AUG 1 1 2 017 70 28.30 27.75 26.25 26.14 1.50 116 29.30 28.75 27.25 27.14 1.50 Station 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 Southold Town 21 30.00 29.45 27.95 27.84 1.50 118 32.00 31.45 29.95 29.84 1.50 Typical B Unit System (Ex. Units 3-4) Planning Board 72 28.10 27.55 26.05 25.94 . 1.50 SCALE Horizontal:1"=20' Vertical:1"=5' 22 30.00 29.45 27.95 27.84 1.50 73 28.20 27.65 26.15 26.04 1.50 NOTE: SEE DETAILS FOR INSTALLATION REQUIREMENTS 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 • 24 30.14 29.59 28.09 27.98 1.50 120 30.90 30.35 28.85 28.74 1.50 Harvest Pointe at 75 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 76 28.80 28.25 26.75 26.64 1.50 26 29.60 29.05 27.55 27.44 1.50 122 30.90 30.35 28.85 28.74 1.50 C U tC h O g U e 77 31.05 30.50 29.00 28.89 1.50 124 31.25 30.70 29.20 29.09 1.50 27 29.95 29.40 27.90 27.79 1.50 78 31.05 30.50 29.00 28.89 1.50 28 29.95 29.40 27.90 27.79 1.50 NOTE Cutchogue, New York 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. 30 31.70 31.15 29.65 29.54 1.50 81 31.10 30.55 29.05 28.94 1.50 r 31 31.40 30.85 29.35 29.24 1.50 No. Revision Date Appvd. 82 31.10 30.55 29.05 28.94 1.50 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 0 32 31.40 30.85 29.35 29.24 1.50 83 30.90 30.35 28.85 28.74 1.50 0 33 30.20 29.65 28.15 28.04 1.50 84 30.90 30.35 28.85 28.74 1.50 12 TOWN REVISIONS 6/14/17 AVL J 11 SCDH REVISIONS 4/22/17 AVL a 34 30.20 29.65 28.15 28.04 1.50 g5 32.80 32.25 30.75 30.64 1.50 � 5 30.60 30.05 28.55 28.44 1.50 86 32.80 32.25 30.75 30.64 1.50 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 0 36 30.60 30.05 28.55 28.44 1.50 87 31.30 30.75 29.25 29.14 1.50 9 TOWN REVISIONS 3/27/17 AVL 0 31.20 30.65 29.15 29.04 1.50 gg 31.30 30.75 29.25 29.14 1.50 8 SCDH REVISIONS 3/9/17 AVL r` 31.20 30.65 29.15 29.04 1.50 gg 29,75 28.20 26.70 26.59 1.50 y _ 90 28.10 27.55 26.05 25.94 1.50 S C D H S Approval 0 39 31.30 30.75 29.25 29.14 1.50 Designed by Checked b t 40 31.30 30.75 29.25 29.14 1.50 Issued for Date 0 91 28.35 27.80 26.30 26.19 1.50 41 30.90 30.35 28.85 28.74 1.50 92 28.35 27.80 26.30 26.19 1.50 �U�y l0, 2015 0' 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 T 94 31.39 30.84 29.34 29.23 1.50 SCTM: 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 46 31.05 30.50 29.00 28.89 1.50 gg 32.20 31.65 30.15 30.04 1.50 s 47 30.02 29.47 27.97 27.86 1.50 100 32.20 31.65 30.15 30.04 1.50 c 48 30.02 29.47 27.97 27.86 1.50 O 101 29.94 29.39 27.89 27.78 1.50 z 49 30.02 29.47 27.97 27.86 1.50 106 32.85 32.30 30.80 30.69 1.50 �� . � - � - . " • Q 50 30.02 29.47 27.97 27.86 1.50 107 31.85 31.30 29.80 29.69 1.50 Q 51 30.02 29.47 27.97 27.86 1.50 108 31.85 31.30 29.80 29.69 1.50 AS& 0 Drawing Number t` O AMN o P��poNElNyo r Sheet of m a w 14 28 ` oA s11� � ROFES Sl ONP Project Number 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\6_29305.00_UT-SCDHS.dwg Drainage Structure Table Drainage Structure Table Drainage Structure Table .� g s ID Structure Type Rim Elev. Top of Ringsi Invert In Invert Out Bot. of Rings Eff. Depth ID Structure Type Rim Elev. op of Ringsl Invert In IInvert Out Bot. of Rings Eff. Depth ID Structure Type Rim Elev. Top of Ringsl 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 S-22 12'o Drywell with Round Slotted Grate 32.50 29.83 27.50 23.50 19.83 10.00 Y�'✓ 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 ' ' A-4 12'o Drywell with Curb Inlet 31.60 28.93 25.50 25.50 16.93 10.00 5-24 24"o Area Drain 32.25 N/A 27.00 27.00 N/A N/A i A-5 12'o Drywell with Curb Inlet 31.60 28.93 25.50 25.50 16.93 10.00 -1 12'o Drywell with Round Slotted Grate 30.75 27.08 23.75 23.75 14.08 13.00 S-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 -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 -3 12'o Drywell with Round Slotted Grate 30.75 27.08 23.75 23.75 14.08 13.00 5-27 24"o Area Drain 32.00 N/A 26.75 26.75 N/A N/A 1 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 5-30 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 LanLanMotor 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 10.00 100 y A-13 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 5-33 12'o Drywell with Round Slotted Grate 33.50 30.83 27.50 N/A 20.83 10.00 Suite 135 A-14 12'o Drywell with Round Slotted Grate31.10 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 Hauppauge, NY 11788 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 S-35 12'o Drywell with Round Slotted Grate 32.00 29.33 26.60 N/A 19.33 10.00 631.787.3400 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 Wells[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 Wells[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 2534 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 0-1 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 0_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 0-3 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 0-5 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 0-6 12'o Drywell with Round Slotted Grate Y�' 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 D-4 4' o Round Slotted Manhole 32.50 N/A 27.51 27.26 N/A N/A P-4 4'o Slotted Manhole 30.85 N/A N/A 24.85 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 D E C E 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 AUG 1 1 2017 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 Southold Town D-9 4'x4'Catch Basin 32.97 N/A 28.40 28.40 N/A N/A Planning Board Q-5 12'o Drywell with Round Slotted Grate 29.50 26.83 21.50 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 Q-6 12'o Drywell with Round Slotted Grate 29.50 26.83 N/A 21.50 11.83 15.00 Harvest Pointe at D-11 12'o Diffusion Wells with Round Slotted Grate 29.50 26.83 25.67 N/A 18.83 8.00 Q-7 12'o Drywell with Round Slotted Grate 30.50 27.83 27.00 N/A 17.83 10.00 Q-8 12'o Drywell with Round Slotted Grate 30.50 27.83 26.00 N/A 17.83 10.00 D-12 12'o Drywell with Round Slotted Grate 32.50 29.83 29.20 N/A 19.83 10.00 D-13 24"o Area Drain 33.50 N/A 30.00 30.50 N/A N/A Q-9 24"o Area Drain 30.80 N/A 27.50 27.50 N/A N/A C u tc h o g u e Q D-14 12'o Drywell with Round Slotted Grate 33.50 30.83 28.00 30.05 20.83 10.00 -10 12'o Drywell with Round Slotted Grate 30.75 28.08 21.50 21.50 18.08 10.00 D-15 24"o Area Drain 35.50 N/A 32.50 32.50 N/A N/A Q-11 24"o Area Drain 30.50 N/A 27.50 27.50 N/A N/A Cutchogue, New York D-16 24"o Area Drain 32.50 N/A 28.50 28.50 N/A N/A Q-12 24"o Area Drain 30.75 N/A 27.50 27.50 N/A N/A Town of Southold Q-13 12'o Drywell with Round Slotted Grate 33.10 30.43 26.00 N/A 20.43 10.00 No. Revision Date Appvd. w D-17 24"o Area Drain 33.00 N/A 29.50 29.50 N/A N/A D-18 12'o Drywell with Round Slotted Grate 32.75 30.08 29.25 N/A 30.08 10.00 Q-14 24"o Area Drain 34.90 N/A 28.00 28.00 N/A N/A 13 TOWN/SCDHS REVISIONS 7/28/17 AVL D-19 24"o Area Drain 31.50 N/A 28.00 28.00 N/A N/A 12 TOWN REVISIONS 6/14/17 AVL D-20 24"o Area Drain 33.00 N/A 31.00 31.00 N/A N/A R-1 12'o Drywell with Round Slotted Grate 29.50 26.83 N/A 23.50 11.83 15.00 11 SCDH REVISIONS 4/22/17 AVL � D-21 12'o Drywell with Round Slotted Grate 32.75 30.08 28.00 N/A 20.08 10.00 R-2 12'o Drywell with Round Slotted Grate 29.50 26.83 23.50 23.50 11.83 15.00 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL `D D-22 12'o Drywell with Round Slotted Grate R-3 12'o Drywell with Round Slotted Grate 29.50 26.83 23.50 23.50 11.83 15.00 32.80 29.33 27.00 N/A 19.33 10.00 9 TOWN REVISIONS 3/27/17 AVL D-23 24"o Area Drain 34.50 N/A 29.50 29.50 N/A N/A R-4 12'o Drywell with Round Slotted Grate 29.50 26.83 23.50 23.50 11.83 15.00 8 SCDH REVISIONS 3/9/17 AVL Y�^ 29.50 26.83 N/A 23.50 11.83 15.00 SCDH /"1 Designed by checked by � R-5 12'o Drywell with Round Slotted Grate S Approval D-25 12'o Drywell with Round Slotted Grate 35.50 32.83 30.00 N/A 22.83 10.00 0 Issued for Date E-1 24"o Area Drain 28.75 N/A N/A 24.76 N/A N/A S-1 4'x4' Catch Basin 33.88 N/A N/A 27.76 N/A N/A July 10, 2015 Q 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 ° E-3 4'x4' Catch Basin 28.57 N/A 24.38 24.38 N/A N/A S-3 4' o Manhole 31.11 N/A 26.82 26.82 N/A N/A L SCTM E-4 4'x4' Catch Basin 31.54 N/A 25.83 25.83 N/A N/A S-4 4'x4'Catch Basin 31.17 N/A 26.42 26.42 N/A N/A • 1000-102-01-33.3 ~ S-5 4'x4' Catch Basin 31.17 N/A N/A 26.72 N/A N/A a E-5 4'x4'Catch Basin 31.54 N/A 25.41 25.41 N/A N/A ,, h". 0 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 25.89 25.89 N/A N/A S-7 4'o Manhole 32.75 N/A 25.64 25.39 N/A N/A C) E-7 4' o Manhole with Round Slotted Manhole 29.50 N/A 25.25 25.25 N/A N/A Q E-8 4'o Manhole with Solid Cover 31.75 N/A 24.50 24.50 N/A N/A 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 S-9 4'x4' Catch Basin 30.56 N/A 24.50 24.50 N/A N/A aE-10 6' S-10 4'x4'Catch Basin 30.56 N/A N/A 24.78 N/A N/A o Diffusion Wells with Round Slotted Grate 23.50 20.48 20.40 N/A 15.48 5.00 O S-11 4'o Slotted Manhole 31.60 N/A 26.31 26.31 N/A N/A _o F-1 4'x4' Catch Basin 21.90 N/A N/A 16.90 N/A N/A S-11A 24"o Area Drain 31.75 N/A 27.00 27.00 N/A N/A Drawing Number F-2 12'o Drywell with 4'x4'Catch Basin 21.90 19.23 16.65 16.65 12.23 7.00 S-12 4'x4' Catch Basin 30.90 N/A 25.68 25.68 N/A N/A 0 N F-3 12'o Drywell with Manhole Cover 23.75 21.08 18.48 16.65 12.23 7.00 S-13 4'x4' Catch Basin 30.90 N/A 25.46 25.46 N/A N/A ��oF NE 0 ►tiY S-14 4'o Manhole 32.92 N/A 26.00 26.00 N/A N/A �P O V. 0 �� iti Lm4* 6 G-1 12'o Drywell with Round Slotted Grate 27.25 24.58 24.58 24.50 1138 13.00 5-15 4'x4'Catch Basin 32.08 N/A 25.27 25.27 N/A N/A * Q p 5-16 4'x4' Catch Basin 32.08 N/A 25.06 24.81 N/A N/A 73 G-2 12'o Drywell with Round Slotted Grate 27.25 24.58 24.50 24.50 11.58 13.00 r 5-17 4'o Manhole 33.63 N/A 25.53 25.53 N/A N/A 0 tuSheet of m�� C 15 28 5-18 4'o Slotted Manhole 32.50 N/A 26.03 26.03 N/A N/A SpA 0 H-1 12'o Drywell with Round Slotted Grate 30.00 26.83 24.50 24.50 14.83 12.00 9P 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 opessl S-20 4'x4'Catch Basin 31.15 N/A 26.76 26.76 N/A N/A Project Number 29305.00 SCDHS Reference # C10-06-00' \\vhb\proj\LongIs1and\29305.00 Heritage Cutchogue\cod\ld\Planset\7-29305.00—ER.dwg E 0 > INSTALL SILT FENCING AND IAROUND AREA TO BE KEPT TREE PROTECT10N MEASURES NATURAL AND AS DIRECTED BY THE ENGINEER 1901.44' _,(PE`ED)"1,904.80' TU AL)S '30'50"E (DEED)38 ,S38*24'12O'!E,,,�ACTU AL)- Engineering, Surveying & Landscape Architecture, PC r 100 Motor Parkway J 0 LA LO F F7 Suite 135 /*L 0 F F,�,5 ILO Hauppauge, NY 11788 17 I631.787.3400 273.68' (D�ED)tAC4g.AL�S3 269,77'C IA(T 1ILL&P H x � - so- 3 rri 7'04'40"E -LAYE, (y) Cn CD 0 CA 1 1%MILLSTONE.........RD Ln roo i ;> C)M PHASE 1 '�I >r J ASE'--P INLET PROTECTION ON FF SITE S AS NECE! RY -0 P tA SOIL STOCKPILE AREA HASE I PHASE1 ALTERNATE RD '0 4'40 E LP(31 7- S V-i, STREET,Wawa_ ION IC) PHASES PHASE' 1 SOIL E Af 4DO Ln 01 AREA—,STOCKPILE E� 0 0 qP 0) _.J Fvi t.............. �"PHASE 2 SOIL RD L STOCKPILE AREA 0 S37*1 3'30"E (DEED) I0 M _S37*O4'3O"E (ACTUAL) 221.4�� S'; - J_—- ; --I M PHASE 2 C/o r; ,t MEN." <V) 4<tR STAGIN`�� E N37*1 3'30"W 00.00,PHASE 4 —§TA G I N G A REA FOR PHASE 3 0 4 AR XA 4�FIASE 4 IL IIPHASE 3 STOCKPILE AREA PHASE 3-CO 0!D SILf FENCE TO BE INSTALLED r I0 -r7i SOIL�A PHAE 4* AROUND SOIL STOCKPILES TYP,,�\,E A RD 19 .f . I @ , 1 �,�m REAr 177 �",/STOCKPIL R ' (SEE DETAIL) R1 4 L0 RD-7 i -RD r RtD RD 11D RD DRAINAGE RESERVE AREA PROTECTION NOTE: OINTE CONSTRUCTION FEN D DRAINAGE RESERVE AREAS IN P H 1 7"'N - , , "I 11 o,,,,> A THE CONTRACTOR IS REQUIRED TO INSTALL SILT FENCE AND HAR VEST P ASE 110 tselsom=111IR111121iiii I I t . ; :. . it q ;�gl=M= Emma"RD ORDER TO MINIMIZE DISTURBANCE AND COMPACTION IN THESE AREAS. JID RD L___�AD ___M FINAL GRADING OF DRA'S IS TO BE COMPLETED IN ACCORDANCE WITH RD 0 THE LANDSCAPING DETAILS AND SPECIFICATIONS. WORK MUST BE 114 ICOORDINATED WITH PROJECT SITE ENGINEER THROUGHOUT j CA FM L0 ............FM RD cn CONSTRUCTION. z NJ 0 ..........PHASE 4 00 i0 PHASE 3 PHASE 2 0 iN36*54'20"W 2009.51' (DEED)2009.22' (ACTUAL) 80 0 80 160 SCALE IN FEET Erosion Control Notes tiNATURAL BUFFER AS SHOWN ON THE SITE PLAN. GEr*M 1. THE LAND TO BE CLEANED SHALL BE MARKED OUT PRIOR TO CLEARING, INCLUDING THE EDGE OF THE L J" LE sold 11111223 REM& 2. PRIOR TO STARTING WORK ON THE SITE, CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCIES AND INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS REQUIRED BY STATE & LOCAL CONSTRUCTION ENTRANCE AGENCIES. ACTUAL EROSION CONTROL MEASURES WILL BE DICTATED BY FIELD CONDITIONS AS CONSTRUCTION PROGRESSES. BUT THE FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVED: INLET PROTECTION A. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED (DANDY BAG OR OTHER) R STAGING-"AR :A B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO AS TO MINIMIZE THE SIZE OF EXPOSED o1H AS E 4 , AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. CURB DROP INLET PROTECTION IitC. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF VELOCITIES. SILT FENCE AUG I 1 2017 D. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. Southold Town E. SEDIMENT SHALL BE TRAPPED ON THE SITE. Planning Board IF ............ SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION r C ONTROL MEASURES SHALL CONFORM TO "THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT RD CONTROL". A ' PHASE 4 SOIL A 100 e- " �/ .....1 2. SEDIMENT BARRIERS (SILT FENCE, STRAW BALES OR APPROVED EQUAL) SHALL BE INSTALLED AS Harvest Pointe at 7 \,�,STOCKPILE AREk REQUIRED ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION OF THE WORK. NO SEDIMENT FROM RD THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES, WETLANDS OR ROADS. 7 Cutchogue RD 77 r 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH THE USE OF RD Cutchogue, New York TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE RECOMMENDATIONS. tTown of Southold iij@ 4,i RD t4. STOCKPILES THAT ARE NOT STABILIZED SHALL BE SURROUNDED BY SILT FENCE AND INSPECTED AFTER STORMS AND AT THE END OF EACH WORK DAY. No. Revision Date Appvd. ............... 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 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. 12 TOWN REVISIONS 17 AVL INLET PROTECTION 6/14/ 11 SCDH REVISIONS 4/22/17 AVL (TYP.) INSPECTION AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE ta_ ........... NOT LIMITED TO, CLEANING OF SEDIMENT BASINS AND TRAPS, CLEANING OR REPAIR OF SEDIMENT 4/6/17 AVL 10 REVISED PHASING PLAN PER TOWN NE (TYP.) INLET,PROTECTION 6. PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE PERFORMED AS INDICATED BY PERIODIC HAR VES CY) .............0 .......................... BARRIERS, CLEANING AND REPAIR OF BERMS AND DIVERSIONS, AND CLEANING AND REPAIR OF INLET PROTECTION. 9 TOWN REVISIONS 3/27/17 AVL U-) RD RD I 7. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. 8 SCDH REVISIONS 3/9/17 AVL RD Designed by Checked by 'RD I I R D 8. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS RD 0 inI "RD, I fr_ FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL ITHE SITE IS PERMANENTLY STABILIZED. Issued for Date A . ..... G 9. SEDIMENT BARRIERS AND OTHER CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED July 10, 2015 A ......................................V) AREAS ARE PERMANENTLY STABILIZED, AFTER PERMANENT STABILIZATION, PAVED AREAS SHALL BE ILI< CLEANED AND DRAINAGE SYSTEMS CLEANED AND FLUSHED AS NECESSARY. 'Ay SCTM: 1000-102-01-33.3 10. IT HAS BEEN DETERMINED THAT THE PROJECT IS NOT LOCATED WITHIN THE TOWN'S MS4 JURISDICTION. >� RD_0 ............... . ........... RD FURTHERMORE, THIS PROJECT DOES NOT HAVE THE POTENTIAL TO DISCHARGE TO SURFACE WATERS AND Room" RD_ 7 THEREFORE DOES NOT REQUIRE COVERAGE UNDER THE NYSDEC GENERAL PERMIT FOR DISCHARGING:3 SILT FENCE TO BE INSTALLED ............. RUNOFF FROM CONSTRUCTION ACTIVITIES (GP-0-15-002)AROUND LIMIT OF DISTURBANCE 16-0 CONSTRUCTION (TYP.) 11. THE EMERGENCY ACCESS SHALL NOT BE USED AS A CONSTRUCTION ENTRANCE/ EXIT OR FOR ANY OTHER PURPOSE EXCEPT EMERGENCIES. ry bi 12. ALL HANDLING OF SOILS SHALL BE DONE IN ACCORDANCE WTH THE APPROVED SOIL MANAGEMENT PLAN.x Dandy Bag Notes. ............n 1. INSTALLATION:�2 Drawing Number 1.1. EMPTY DANDY BAG SHOULD BE PLACED OVER THE GRATE AS THE GRATE STANDS ON END. 1.2. IF USING OPTIONAL OIL ABSORBENTS, PLACE ABSORBENT PILLOW IN POUCH ON BOTTOM OF THE UNIT.ATTACH ABSORBENT TO TETHER LOOP. HOLDING THE LIFTING DEVICE (DO NOT RELY ON LIFTING TIRE WEIGHT OF GRATE) PLACE THE GRATE INTO IT'S FRAME.DEVICE TO SUPPORT EN OF EFIV (CT 0 2. MAINTENANCE: A Cm5 0 2.1. REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE AND VICINITY OF THE UNIT NT. W Sheet of CO i2.2. REMOVE THE SEDIMENT THAT HAS ACCUMULATED WITHIN THE CONTAINMENT AREA OF THE DANDY BAG 16 28 AS NEEDED.TypiM Erosion & Sediment Control Layout 0861AZ 2.3. IF USING OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENT PILLOW NEAR SATURATION> SCALE: 1"=40' opl�SS100 Project Number NOTE:CONTRACTOR IS NOT PERMITTED TO USE FILTER FABRIC MATERIAL AS INLET PROTECTION] 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Longls1and\29305.00 Heritage Cutchogue\cad\Id\Planset\8-29305.00_DT.dwg E O V .Q s CROSSWALK (WHITE) t g' (MAX.) 2' CURBLINE LJ :.. N 3' 0.C.If J a (TYP) b 12" (TYP.) o DASHED LANE LINE (WHITE) I® I I- s 4" (TYP) io N m R7-8 1- LJJo 4' o I-2' 6' 2" 6" 2" 6' 2' N 5'-6 CAP STEEL PIPE POST z BROKEN LANE LINE (WHITE) ® ® 4"" (TYP) al 10" 30" 10' of n TYPICAL SIGN _ o `n o w 4" 4 (TYP) I I r 45 WHITE PAINT WHITE PAINT SEE NOTE 1 m MAX. SLOPE 1.5% N 5 ~ 0 Landscape Architecture,lC 12" HATCH LINES WHITE '\`I' SEE DETAIL Z a 2PAINTDIA. STEEL POST P N r (WHITE) �ti 17" 0" 17" 2'-0" 3'-0•' 4 BLUE LINES o BY ARCHO OT)SELECTED 100 Motor Parkway o, 24" ON CENTER 4' � (o Suite 135 1. 3'-8" w z ' (TYP) z w Hauppauge, NY 11788 4" TYP LENGTH AS REQUIRED _ w J2' MAX. CURBLINE 1. 2 (SEE STRIPING PLAN) w w 631.787.3400 ( ) BLUE SKID- o m (TYP.) (TyP') 12" " RESISTANT w DOUBLE BARRIER LINE (WHITE) 4" (TYP) 7'-g" f16S 2 _0 PAINT m �- z w8' (TYP.) E4 16' 2 `r 00 Z8' (MIN.) 9' (MIN.SINGLE EDGE LINE (WHITE) 4" (TYP) OP LINE TED N NLANDSCAPED AREA OR SIDEWALK N oACCESS PARKINGAISLE SPACE AREA Qo0 (TYP.) CROSSWALK LINE (WHITE) 12" (TYP) Y ACCESSIBLE PARKING Notes: 3'" WIDTH WHITE 4" WHITE PAINT 24" MIN \\ • • v, 1• TWELVE INCH (12") LINES SHALL BE APPLIED IN ONE 4" WHITE PAINT (TYP.) APPLICATION, NO COMBINATION OF LINES (TWO - 6 STOP BAR (WHITE) 12" (TYP) LANE 4" Detail � � �\ CONCRETE SUPPORT INCH LINES) WILL BE ACCEPTED. N ;y, 16" OR 12' DIA. . LONGITUDINAL CROSSWALK LINES TO BE PARALLEL TO Notes" Notes: \ CURBLINE. ° y 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%. RETRQREFLECTIVE 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 REQUIREMENTS. TRAFFIC ARROWS AND STOP BARS SHALL BE THERMOPLASTIC HANDICAP SPACES AND ACCESS AISLES. NOTE: SIGNS TO BE 18" MINIMUM FROM FACE TO CURB 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 S` Q' GRADE; LANDSCAPED AREAS 8" MIN. LOW PERMEABLE SOIL ss F 'oma ; '- o a 2 MIN THICK PAVERS CAP UNIT WITH MIN 1/4" WIDE JOINTS I, a o G�ROU� 1" TO 1 Y2 BEDDING SAND 4" THICK AGGREGATE BASE ' ��ooF LANDSCAPE I PG s�0 ��i� z BELOW PAVERS AND SAND BLOCK WALL UNIT o�� J��,,,°' AREA (TYP.) I F�y9 J CONTRACTION COARSE BROOM FINISH , Q - _; Q WEEP HOLES X E 0IF R�Ulf I �� JOINT EVERY 4' - PLANLi 10' O.C. MIN. SEE DETAIL 'A' CD 1 (MIN.)Z 0 � EiP ..�'''.: :�'" o I �8 FINISHED G J j ��Q.' ,� 2 �,�' EXPANSION JOINT EVERY 20' - UNIT DRAINAGE FILL ! '' P E o: 5 POURED m 3 4 CRUSHED GRADE P SEE DETAIL B' / / /// /// / s��REa CONCRETE \/ \\// \� \\/// \ //\/ \\ //\/ \\ / \ / ( / " \ \ \%\\% \ \j\\\ \/\\ ' ROCK OR STONE) � I � � ```•L,'�. ��rr a�P ° �F�y ''--... RAMP •`'' ° • • ° � �'° • APPROXIMATE LIMITS I ' COMPACTED SOIL SUBGRADE OF EXCAVATION UNREINFORCED CONCRETE OR Q �q o o CRUSHED STONE LEVELING PAD 'i o• °c �P� Y4" LIP MAX. 2NMII�I N 6" GRANULAR MATERIAL Notes: SEE NOTE 9. N• (BANK RUN SAND & GRAVEL) Notes: 1. NON PERMEABLE PAVERS TO BE CAMBRIDGE RENAISSANCE OR APPROVED EQUAL. ��P,� AREA OF COLORED SURFACE 2. COORDINATE PAVING PATTERNS WITH LANDSCAPE PLANS. 1. WALL SHALL BE KEYSTONE GRAVITY BLOCK WALL OR APPROVED EQUAL. Y4 LIP MAX. SECTION REINFORCED CONCRETE 3. PAVERS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. `�"� � SEE NOTE 9. ° ° APRON W/ 6"x6" WINM - 3. CONTRACTOR 2. WALL SHALL BTO INSTALLED MIS IMIZEDIN ACCORDANCE DISTURBAANCE OF AITH ND WHILE INSTALLING NG W REQUIREMENTS. -�`� _ _ a _ _ _ • . _ Non Permeable Pavers (Community Center Patio Area) 4. CONTRACTOR TO RECEIVE APPROVAL OF WALL FINISH PRIOR TO CONSTRUCTION. 5. CONTRACTOR TO OBTAIN ANY NECESSARY BUILDING PERMITS RELATED TO WALL. oho o$°�b o orb oho oho o� o oo o N.T.S. GRADE; TOP OF PAVEMENT Retaining Wall Detail 12/13 DENSE AGGREGATE BASE OR PER DRIVEWAY SECTION - Notes: 3/8" 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%. R.O.W. (PER PLAN) 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN 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.). ' ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). � .• •, ,' 11 177/ PER PLAN rL PER PLAN 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. ° - ,. • , , . ° ° , , 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 6. RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. • SECTION IN FILL 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. . ° • ,•°• ° ° • ° °° SLOPES 3 ON 1 MAX 6• CROWN 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. ° "' M = . ° • • • ° • ° 2z MIN.7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5" IN WIDTH (EXCLUDING CURBING) A 5' x 5' °_ p , . ° \�j\/\\/ \%�\� \\�\�/\�/\\��\j\\\/\//\j\\\�\j/\�\\% 6%MAX. BELGIUM BLOCK CURB (T1P.) 15z 2X MIN. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH EXCLUDING CURBING A 5' x 5" \\ //\ \/ \ //\ \ / \ /// \ //\ ��(SEE DETAIL) 6X MAX. ( ) PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. •• ° • • \//\/ \\/��\\ \\\/�/\�\\\ �\ ��\\/� \�\/�/ //\ 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS g• ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS \\ \\/,�/�/\\� \\�� \\� \�/\\j \\/ INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. ° INDICATED ON THE DRAWINGS TO BE SET FLUSH. DETAIL 'A' DETAIL'B' /��/ �%�i CENTERLINE ELEVATION COMPACTED SOIL SUBGRADE VL2 O EQUAL TOP OF CURB �`�/ ;�`i• i;�j�i 10. TRUNCATED DOMES ARE NOT REQUIRED ON RAMPS LOCATED OUTSIDE THE PUBLIC ROW. RAMPS LOCATED WITHIN THE RIGHT AWAY SHALL HAVE TRUNCATED DOME DETECTIBLE WARNINGS Notes: Notes: • BITUMINOUS TOP COURSE //�`/,��a�i��SECTION IN CUT 2-1/2' 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 CYLINDER TESTING REQUIRED AS PER P.E. 2. COORDINATE PAVING PATTERNS WITH LANDSCAPE PLANS. STABILIZED SOIL BASE 3. PAVERS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. 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 19.7" FINISHED GRADE 6.6" 9.8" SPECIFICATIONS 1" MAX. CONCAVE JOINT EXPANSION JOINT EVERY 20' CONCAVE JOINT D �I �J] UNIT SIZE - 20" X 20" X 1" ° ,� � U E 0 UNIT WEIGHT 18 OZ. OR 4.5 POUNDS - -•_ - -:<r• ' STRENGTH - 5720 PSI COLOR - BLACK (STANDARD) r ...:. :., .. AUG 1 1 2017 RESIN - HDPE (WITH SOME POST-CONSUMER l:: _ „ ,{-(,. +�" z z RECYCLED CONTENT .i;Y '''' -.; +,;«`.: 1 3" HARDWOOD SHREDDED e ° n Southold Town ' a ° tO WEARING COURSE Planning Board PLAN ;, ;3;-' • :�`' t,: =o GRASSPAVE2 SQUARES " <t; r'H •!'_' .•;,; x .'` ;-,i I BINDER COURSE \ __ _ __ __ __ __ __ _ ° _ Harvest Pointe at ADJACENT GRASSPAVE2 SQUARES v p t` p ° FF # 5 REBAR EXCEPT BETWEEN 9= �� -a ° v EXPANSION JOINTS (SEE NOTE 5) ° Cutchogue NATIVE SUB-GRADE SEE ENLARGEMENT BELOW Notes: SECTION A-A # 5 REBAR EXCEPT BETWEEN CONCRETE BELOW ASPHALT WEARING COURSE I 3.3" I HYDROGROW MIX BELOW RING CONCRETE BELOW ASPHALT 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. 3-1/2" EXPANSION JOINTS (SEE NOTE 5) BINDER COURSE Cutchogue, New York •9" (TEST CYLINDERS FOR CONCRETE STRENGTH MAY BE REQUIRED, AS REQUESTED 2.4" / i Trail Section 12/14 BY INSPECTOR OR ENGINEER) 5-1/2" 3" MIN. A Notes: Town of Southold RINGS FILLED WITH CONCRETE SAND 2. CONCRETE TO CURE 14 DAYS MIN. BEFORE ROADWAY PAVING CAN BEGIN. # 5 REBAR EXCEPT BETWEEN EXPANSION (CLEAN, SHARP SAND) N.T.S. Source: VHB 3. CONCRETE MONOLITHIC POUR, MUST USE FORMS FRONT AND REAR. JOINTS (SEE NOTE 5) 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. No. Revision Date Appvd. L i ' COMPACTED SANDY GRAVEL ROAD BASE 4. EXPANSION JOINT TO BE 5' MIN., 20' MAX. (TEST CYLINDERS FOR CONCRETE STRENGTH MAY BE REQUIRED, AS REQUESTED 95% MODIFIED PROCTOR DENSITY LIQUID AC BY INSPECTOR OR TOWN ENGINEER) 13 TOWN/SCDHSREVISIONS 7/28/17 AVL 1-1/2" BITUMINOUS TOP COURSE 5. REBAR IS OPTIONAL EXCEPT IS REQUIRED IN INDUSTRIAL AND COMMERCIAL N 2. CONCRETE TO CURE 14 DAYS MIN. BEFORE ROADWAY PAVING CAN BEGIN. 12 TOWN REVISIONS 6/14/17 AVL N o 0 0 0 0 0 0 0 o ROADWAYS. 3. CONCRETE MONOLITHIC POUR, MUST USE FORMS FRONT AND REAR. J 12" COMPACTED GRAVEL 0 ° 00 0 ° o ° 00 ° ° ° O p WEARING COURSE 4. EXPANSION JOINT TO BE 5' MIN., 20' MAX. 11 SCDH REVISIONS 4/22/17 AVL o 0 0 0 0 0 0 0 0 ° o ° ° ° °O Mountable Concrete Curb 3" LIQUID AC UNLESS OTHERWISE STATED 5. REBAR IS OPTIONAL EXCEPT AS REQUIRED IN INDUSTRIAL AND COMMERCIAL °O O° 5/15 ROADWAYS. 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL CNv _ _ _ _ _ _ o° 0000 ° 0 O 0 0 ° °o0 ° 4" DENSE GRADED 0 0 0 0 ° o 00 BINDER COURSE Belgium Block Drop Cur T -III-III-III-III-III-III=III III-III COMPACTED p o 0 O 8 O ° o °Q AGGREGATE BASE COURSE N.T.S. ° • b Transition At Driveways) 6/15 9 TOWN REVISIONS 3/27/17 AVL SUBGRADE °OgoO p o 0 0 ° poo°o� BELGIUM BLOCK = a p ° _ g p ( Y ) 8 SCDH REVISIONS 3/9/17 AVL r ECT10N o� 00 0 0 0 0 0 0 O° °oo Q �i\ / / / / / / / /�/ ° 3 N.T.S. Source: VHB Designed by Checked by 0 LANDSCAPE 1/2- CHAMFER AREA TOP OF GRASS ROOT MASS 6 MM COMPACTED SUBGRADE Issued for Date (1/4") ABOVE TOP OF RING FINISH GRADE 12" 16" 1" A INCREASE BELGIUM BLOCK REVEAL TO 6" IN �UIy lO, 2015 Q / / / / / GRASSPAVE2 ATTACH WITH Notes' # 5 REBAR EXCEPT BETWEEN EXPANSION TRANSITION AREA. MAINTAIN TOP OF CURB j/L z /' / SNAP-FIT FASTENERS JOINTS (SEE NOTE 5) CURB INLET, SEE DETAIL 1 o SOIL COMPACTION ELEVATION AS PER PROFILES. - - - ROOT MASS TO FILL a o00, 010, SCTM: 1000-102-01-33.3 GRASSPAVE2 1. ALL BITUMINOUS CONCRETE USED FOR DRIVEWAY PAVEMENT SHALL BE PLANT ••• ° o \ ° COMPACTEDMIX , 2. ALLDRIVEWAYMATERIALS ARE SUBJECT TO LABORATORY TESTS TO DETERMINE IF16" ° ° ' \O\ O AGGREGATE BASE Notes: ,} • _} _ i o 0 0 - - - -� BASE COURSED GRAVEL THEY 3. SUBBASECONFORM TO THE CONSIST OF NATIVE (MATERIALS IF FOUND SUITABLE BY THE \-1;0//\ 61. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. '� � (TEST CYLINDERS FOR CONCRETE STRENGTH MAY BE REQUIRED AS REQUESTEDo /� jo0oj�/ ENLARGEMENT ENGINEER/INSPECTOR. IF DEEMED UNSUITABLE THE SOIL SHALL BE REPLACED BY ° �/�/ BY INSPECTOR OR ENGINEER) �� SELECT SUBGRADE FILL AS DIRECTED BY THE ENGINEER/INSPECTOR. , • 4000 PSI CONCRETE 2. CONCRETE TO CURE 14 DAYS MIN. BEFORE ROADWAY PAVING CAN BEGIN. Q / / / �/ Notes: 4. IN AREAS OF FILL, SUBBASE SHALL BE PLACED IN MAX. 6" LIFTS AND io �>A • .° m ° • �/�/�� 3. CONCRETE MONOLITHIC POUR MUST USE FORMS FRONT AND REAR.Q /�//�� / �/ � 6"COMPACTED GRAVEL 1• GRASS /PLANT TYPES SHALL BE SPECIFIED COMPACTED TO A MIN. 95% STANDARD PROCTOR DENSITY.BY A // 4. EXPANSION JOINT TO BE 5 MIN. 20 MAX. Q \�;'� COMPACTED SUBGRADE LANDSCAPE DSCAPE DESIGNER CHITECT OR 5. SUBGRADE IS TO BE FREE FROM DEBRIS AND UNSUITABLE MATERIAL AS /�/�/�/�/�/�� \ UNDISTURBED OR 5. REBAR IS OPTIONAL EXCEPT IS REQUIRED IN INDUSTRIAL AND COMMERCIAL00 DETERMINED BY THE ENGINEER/INSPECTOR AND SHALL BE COMPACTED TO 95% UNDISTURBED COMPACTED ROADWAYS. ° a 2. COMPACTED GRAVEL BASE SHALL EXTEND MAX. DRY DENSITY. \ \ \ \ \ \ \/�\/�� SUBGRADE 1 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 I 0e GRASSPAVE UNITS AT UNRESTRAl1NED ROADWAY SUBBASE COURSE. ' o EDGES CURB INLET GRATE Drawing Number Grasspave2 Landscape Island Reinforcement Bituminous Concrete Pavement Section (Driveway) 9/04 Flush Belgium Block Curb 12/11 Belgium Block 5/15 Belgium Block to Curb Inlet Transition 6/15 N SOF ��_o V.Ew y 0 N.T.S. Source: Invisible Structures, Inc. N.T.S. Source: VHB NEV LD-430 N.T.S. Source: VHB REVLD_409_REV N.T.S. N.T.S. Source: VHB 01 Lm6* 0 QCC a >; W Sheet of (� 17 28 �6A 08611$ > FESS 0 (n Project Number 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Longlsland\29305.00 Heritage Cutchogue\cad\Id\Planset\8-29305.00_DT.dwg O V Jd Z �---x x -- X --"-X -- x SELVAGE OF FABRIC KNUCKLED TOP & BOTTOM TIE WIRES t 50 MIN. , 0 x x •Ix Y Z, TOP RAIL BUT SUFFICIENT TO KEEP cv SEDIMENT ON SITE Z 10' HIGH CHAIN LINK HAY BAIL AND/OR FENCING x CENTER RAIL 3/16" w i SILT FENCING F 2" DIAMOND MESH a CHAIN LINK FABRIC END CAP a _' TRUSS ROD °a x 494"DIA. SEAMLESS STEEL PIPE SWING 0 x ARM AND POSTS ASTM A53, 3/16" p TYPE "S", GRADE "B", Surveying & STANDARD WEIGHT 3„ 3/1 g" � o 1/2" ROUND 3/16- Q Engineering y g //\\/j\\/\\\/:\\��\\�/�\�\\��\\//\\ STOCK / u' o� ' X r�\�/` I9 SWING ARM Q p , Landsca e Architecture PC SLEEVED POSTS N w SINGLES NET POST CENTER 1'" MIN. COMPACTED ASPHALT SURFACE COURSE ,U °U TENSION WIRE ��. �2 z 100 Motor Parkway Suite 135 (33' CENTER TO SERVICE 3"" MIN. COMPACTED ASPHALT LEVELING COURSE ° a � O O w CENTER) x LINE X 0 ° o o °° o00 ° o ° 10 '1 Elevation a0 I a DOUBLES NET POST SINGLES ° ° ° ° ° ° N � Hauppauge, SIDE LINE NET LINE O°Q o HROUGH BOLT G G w o ° AND PADLOCK I = NY 11788 (42' CENTER TO Oo 0 0 ° o o ° LOCKING ASSEMBLY 3 16" CHAIN W/PADLOCK 4 4v CENTER) 3'•--U" x ° 0 0 o O o0 O o a O 6"" MIN. COMPACTED BASE COURSE TOP RAIL 4'-6" (TYP. 4'-6" (TYP.) AND FURNISH 6 KEYS 631.787.3400 -_-- __ o O x > - o° \ 0 0 0� opo 0o O o o FENCE FABRIC r� o DOUBLES � r � r � � � � � r � � / rr O � I e� 12'-6" 12'-6" ' 1 . R r��T�i�;i�!iXiXi�T�;�i��iXi�!iXi�!i��i�!i�%� I to SIDE LINE x �,�,a\Sa�a�� , ��a\��, ..� J I ' I CORNER, END OR 04 Zv I a CONCRETE FOOTING a x k LINE POSTS CENTER Z = I I LJ °I CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED SERVICE `� COMPACTED SUBGRADE RAIL Q~C9 ( o 3/4"STONE BLEND OR ABOVEEN.Y.STATE ING GRADT.E VED DRAINAGE. � LINE d 0= L L' � � FILL T018"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. x 1" BEVEL w� COMPACTED GRAVEL (TYP.) x Asphalt Section for Freeze/Thaw Climate o Lnof z (1YZ" MAX. STONE) , `I FIN. GRD. TENSION Q 3"" DIA. SEAMLESS STEEL PIPE SWIVEL WIRE POST ASTM A53, TYPE -S", 12" DIA. I x �i° o "B" EXTRA STRONG WEIGHT (O.D. PLAN VIEW x I l Notes: I BASE LINE CONCRETE FOOTING I '"� 2 )DIA. 1. TENNIS COURTS FEATURES INCLUDING, NETS, MARKINGS, ETC SHALL BE INSTALLED PER US TENNIS (3000 PSI-TYPE I) - •U ASSOCIATION SPECIFICATIONS. (D X 2. ALL DIMENSIONS ARE TO THE OUTSIDE EDGE OF THE PLAYING LINES, WITH THE EXCEPTION OF THE EXISTING GRADE 4'-6" 13'-6" _13`-6" 4° 6„ CENTER LINES WHICH ARE MEASURED OUT TO CENTER. 3. THE CENTER SERVICE LINE AND CENTER MARKS SHALL BE 2 INCHES WIDE. OTHER LINES SHALL BE 10" DIA. ® LINE POSTS TO T© � BETWEEN 1 AND 2 INCHES WIDE EXCEPT BASE LINES WHICH MAY BE UP TO 4 INCHES WIDE. OR 1'-4" ® CORNER, Notes: R 0 A D 27-0" 4. RECOMMENDED COURT SLOPE: 0.83% MINIMUM, 1.00% MAXIMUM. 12`--0" 36'-0" 12'-0 5. TENNIS COURT COLORS TO BE COORDINATED WITH OWNER PRIOR TO CONSTRUCTION. PULL OR END POSTS Note: x 1. SHOP PRIME PAINT EXPOSED SURFACES CONSTRUCTION ENTRANCE-FOUNDATION OFCOMPACTED x Section 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. 0 1. MATERIALS TO BE SUPPLIED AND FIELD PAINT EPDXY ENAMEL-YELLOW. FILL To1s"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. HAY BAIL AND/OR v INSTALLED IN CONFORMANCE WITH SILT FENCING p x "CHAIN LINK MANUFACTURER'S 2. PROVIDE WORKING "MAKEYSTER" PADLOCK WITH 6 Ix x x x x x 1 INSTITUTE" PRODUCT MANUAL. 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 10' 6 1 5/8" TOP/BOTTOM RAILS W LU LIGHT POLE & ANCHORING PROVIDE BASE COVER I I SYSTEM BY MFG. w w AS FURNISHED BY 3"GALVANIZED STEEL POSTS - s ='F='R` \\vhb\proj\Longlsland\29305.00 Heritage Cutchogue\cad\Id\Plonset\8-29305.00_DT.dwg E 0 V CONCRETE BRICK & S MORTAR (OR CIRCULAR Cl. FRAME WITH SLOTTED COVER OR SOLID CAMPBELL FOUNDRY FRAME > /7;;7- PIPE ) IMNEY WHERE COVER OR AS SHOWN ON PLANREQ' FINISHED GRADE AND COVER N0. 1009 OR CIRCULAR INLET- SEE PLAN CAST IRON INLET/ FRAME & SOLID LOAM & SEED 2' MINIMUM PAVED EFINISHED GRADECOVER TO GRADE.1 1/2" - 2" GRADE PRECAST SOLID WALLAMERICAN-MADE C.I. FRAME WITH STONE BACKFILL _ - =III o° ° ° =j SHALLOW DOME ADJUST TO GRADE 11 � ° ° III- WITH CONC. BRICKSX - SLOTTED COVER, CURB INLET FRAME BRICK MAY BE USED TO REINFORCED, 4,000 PSI -!! '_ ^ IN., o W 111- - _ AND GRATE OR SOLID COVER, AS _ _ �° ° - ADJUST CURB INLET CAST _ --a TRAFFIC BEARING COLLAR TOP OF RINGS ° Do g� 1=_ EQUALIZATION PIPE TO BE WITH MORTAR Half Plan -Dome To INDICATED ON PLAN. NEENAH, IRON GRATE & FRAME TO -= CONCRETE SLAB II-II i�� ev'- -' != INSTALLED AS PER PLAN 5" TYP. Top I I-I ° -I I -i SURFACE ELEVATION A 36" -III- Oo a III-! \ ( ) 24" (4"MIN.-12 MAX) N DRA TOB °' TO VARY CAMPBELL, OR APPROVED EQUAL -i I -"' -' - - i MAXIMUM OF 12 INCHES. REINFORCED 4,000 PSI I1�1111 o O r - =1= WRAP DRAINAGE RINGS WITH ,111=11= E SEEDED SLOPES SET 6 ABOVE GRADE. 4 ^ - ®® ® ® CAST IN WALL IDENTIFICATION PRECAST CONCRETE _ ® ® ' -' - W III MANUF IDENTIF I g ° INVERT FLO ! GEOTEXTILE FABRIC SUPAC 4N P, - - - _ CATCH BASIN o p,z 6^ III ® ® ;..::; ; . STANDARD STEPS - CS 8 II-II MIRAFI 140N OR APPRD. EQUAL 6" r I ° g� o _�- WHERE DRYWELLS ARE _ Rim Detail ® 1s" O.C.-Typ. :H}, II qp - - - 0 0 _. =_.I - r. -I PRECAST SOLID WALL DOME. ;,- - -- o o. o � ° III x I III o° o ® __..__ ° Do IT INSTALLED UNDER PAVEMENT \�_ D ®® ® ® ® . SQ R IA = I1=1 a° °g:o o °e° _ MASONRY - - - - - SELF-SEALING BUTYL II IIL RUBBER CASKET Li oo g a o ° 0 1=1T =i1 ° °° 1=l i Engineering, Surveying & =III=1 a° 11 MIN. 6" WASHED "' ) II o , ° ® ® r"= s ~ .- 2' BACKFILL DER AND " _ II-I1 STONE BEDDING =11!11 ° oo, IIID AROUNDLDRYWELLAWITH R= 1 4, O Landscape Architecture, P ° O 111= !_ o o 7 E2 1-1 �. � MIN. o I_ OR AS SHOWN STEEL REINFORCED TOP OF RINGS o ®®® ® ® ® -.• ° ° o GRANULAR MATERIAL I _ _ III=1 0 )II a II- COPOLYMER _ o 11-� CURB INLET DETAIL - µ - ° 8o IIIIIII CONTAINING LESS THAN , 4"I III= EQUALIZATION PIPE TO BE 1"I POLYPROPYLENE 100 Motor Parkway o z III 1= -II °�' ° °° - 15% FINE SAND SILT AND oz - - - -_ - C� o 0 - =111 8 - - INSTALLED AS PER PLAN. CAST IRON CURB INLET o III °°o ®®® IB ® ® '::.- : .._ _....::, L.: ) . CP 0 ° -III STEPS REQUIRED 0 O ° FLOW REINFORCED, 4,000 PSI GRADE � c3dII 0 o o III= CLAY (SILT AND CLAY Suite 135 N� �I o° ° STORAGE INVERT = GRATE & FRAME. cn ?I=III 8° „ o w 7" - FOR STRUCTURES -I1 o O - - TRAFFIC BEARING of: ®®IB ED IB IIQ 1 H €- ° o° a III FRACTION NOT TO EXCEED 11 �a ° VOLUME = I III= 3' WIDE SAND & GRAVEL COLLAR Notes: CONCRETE SLAB F- L 0o ° ° III= I N GREATER THAN 4' DEEP Q o°.o ° ° 1=1 N zi=11 ° ° o° 111 5%) - SEE NOTE 6 M Hauppauge NY 11788 =11 0° 100.88 CF/VF _ q°o° = ALL AROUND. (SEE NOTE 6) BRICK MAY BE USED TO a=� ®®® IB IB 19 1_"; P:\29305.00 Heritage Cutchogue\cad\Id\Plonset\8-29305.00_DT.dwg E O u s Table Of Dimensions BENDS B C D E F BENDS B C D E F (7, 6" 11 1/4' 8" 15" 12" 24" 12" 6" 45' 8" 30" 12" 24" 14" 6" 22 1/2* 19" •• 13" 6" 90' " 30" 27" 8" 11 1/4' 20" " - 12"" 8•• 45. .• 30" 24" 8" 22 1/2' " 22"" •• •• 17" 8" 90' •• 38" " 36" PAVED AREA 12" 11 1/4' •• 30" " •• 15" 12" 45' •• 40" 40" SEE APPLICABLE 12" 22 1/2'. " 35" " 25" 12" 90' 1 " 60" 52" Engineering, Surveying & PAVEMENT SECTION LANDSCAPED AREA ., Bends \'�� E Landscape Architecture, PC COMMON FILL/ �,��, 100 Motor Parkway FINISHED GRADE COMPACTED GRANULAR FILL ORDINARY BORROW 1 C D B a •\/ 1 /� SAWCUT \� ` F Suite 135 \\\ r,�\i�i,� �i\\� Hauppauge, NY 11788 I-IT-IVALVE BOX COVER 631.787.3400 UTILITY PIPE w 0 0 00 0 , /,�/ 0 ° /\�j/\�j' DEPTH AND SURFACE UNDISTURBED DETERMINED PER ABY ENGINEER N OR AS > \'��j\ ,� \/j�j� TREATMENT VARIES Plan SOIL Section 1-1 1-1/4 X � STEEL o y ' STRAP SHAPED TO `b o°b ° VALVE POLYETHYLENE ;\�\ o ° ° ° ° `�� Table Of Dimensions ADJUSTABLE CURB BOX FILM WATER PIPE //\\ a o °° ° /\\� TEES G H I J TEES G H I J 0 BINGHAM & TAYLOR FIG. No. z �/\ o ,/\\ 4901 BUFFALO TYPE, °� ° ° /x w WARNING TAPE 6""x 6"x 6"" 12"" 24" 24" 18" 12"x 12"x 6" 12" 24" 24" 18" COMPLETE OR APPROVED • , ///\\ 0 o�°O oO0 ��\, 8""x 8"x 6'" 12"x 12""x 8'" 24" 1 WATER SERVICE EQUAL ° ° ° _° :• ,a ,° a• Q ///\\ o° o o°�, > 8""x 8""x 8" 24'" 12"'x 12"'x 12"" 36" 36" PIPE (PVC) ° , ° z \//\ ° °° ° ° /\\' _ CURB STOP MUELLER H-15204 "° ° o Q o ° ° o°° O o° Tees OR APPROVED EQUAL in a \ \ ° O \\i o \\i DIA. BAR TOP 3 a . p m a °O o° ° °°°_ THREADED , U \/ / C, \/j/\,o°O ° e °° i\\j HAND TAMPED HAUNCHING 2 t \� 2 j\ J • • a \ ° O / m I•. 1 ° - CONCRETE ANCHOR 45' ELBOWS o° °° °//j i COMPACTED BEDDING C' \// H \\\a. BLOCK 3' z i./i� ii\//�\// . (MIN.) COMPACTED \\�UNDISTURBED Note: SUBGRADE SOIL CORPORATION STOP MUELLER Plan Section 2-2 H-15000 OR APPROVED EQUAL WATER MAIN DROP CROSSING LOCATIONS TO BE DETERMINED IN WITH APAC FULL BODY FIELD BY ENGINEER. SUPPORT INSERT SERVICE NOTES SADDLE/107 Notes: 1. WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH WATER MAIN DETENTION BASIN BERMS OR OTHER SUCH SPECIAL SECTIONS, 1. PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE PLACE TRENCH BACKFILL WITH MATERIALS SIMILAR TO THE VALVES, AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR SPECIAL SECTION REQUIREMENTS. TEES). PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE Note: VALVES. 2. USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES. 1. ALL WATER LINES SHALL BE INSTALLED 2. CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND AT THE LINES AND GRADES SHOWN ON FITTING. THE PLANS. 3. CONCRETE SHALL BE 3000 PSI-TYPE I. Water Service Detail Valve Anchor Detail 11/15 Water Main Drop Crossing Detail Utility Trench 1/16 Concrete Thrust Block 10/10 N.T.S. N.T.S. VHB N.T.S. N.T.S. Source: VHB LD-300 N.T.S. Source: VHB LD_260 7'-0" 4'-5' 30" x 36" OPENING IN BILCO DOOR SHOWN MUNICIPAL STANDARD HYDRANT STEPS TOP SECTION (LOOKING CONCRETE COLLAR IN OPEN POSITION HINGE DOWN & SHOWING STEPS) TO BE POURED WITH (Q3-AL OR EQUIV.) CONCRETE COLLAR PUMPER CONNECTION TO BE CENTERED IN 48" x TOP SLAB TO BE POURED TO FACE ROAD. 53" TOP CONCRETE SECTION WITH TOP SLAB FINISH DOOR IN OPEN POSITION GRADES FINISHED GRADE I,7 , - C3 LJ�•}-i p CURBING 3,FACE OF \TYPICAL (SEE NOTE 2) (HINGED THIS SIDE) � DETAIL OF VALVE _ ., 21 CLEAR (� » `� BOX OPENING `o Z (0 a'I" F� ld t.` N C E'T E C L J R >� T A I L. OR TO MUNICIPAL STANDARD e v 1 o J w �j #3'S ® 2'-0" O.C. - VERT. STEP C3 GATE VALVE WITH ADJUSTABLE RISER O� o I I z BOX AND COVER r + to>a #4'S ® 12" O.C. - HORIZ. C:)�w N u ASPHALT ASPHALT PAVEMENT o R= I WEA>ZING �„ WEARING SURFACE INLET SIDE o a SURFACE SURFACE f � � �' OUTLET SIDE + FINISH FINISH 1"' CLEAR (MIN.) 0D GPXFlECD -I" GIUDf 1<•8"` 2 1 _! ..., .._; .... .... 1'-2" P PINGSEE ANOTES BY-PASS T7 A :•,,. ,,, ,,,,., LIFTING HANDLES # _ 13" .„`•_, 5 BARS COMPACTED \ \/\� 6" O.C. 16" FOOTING BACKFILL FOOTING (BOTH WAYS) 18" SQUARE THRUST BLOCK - MIN. /� 7/8" ALUM. STEP-ALCOA #160278 \-6" COARSE GRAVEL FILL WINDOW OPENING 3'000 P.S.I. / BEARING BLOCK DRAINO /� Plan - Top Slabs �9_ CONCRETE \ NOT j! Elevation Area Only (APPROX. 1" - 1 1/2" IN SIZE) 28 oA'�s \ 6 DIA. PIPE \� Non-Traffic Area Only TPCI '"A"` r,EN7fPEIAL \\ TEE Vault and By-Pass Piping Notes: As Viewed From Street C0�9FF.GIAL CURB I�•ESiCa`NTIAL CURB �\\ \\ 6" �0 0� \� 1. VAULT, VAULT PIPING AND BY TO BE INSTALLED BY SITE WORK AS L1C ASPHALT �� ;, ��20'(MIN.) CONTRACTOR AS SHOWN. (SEE TYPICAL VAULT AND BY-PASS PIPING.) " ftNC k ~FEARING i\ UNDISTURBED 2. ALL MECHANICAL JOINT BENDS AND FITTINGS MUST BE RETAINED WITH SCDHS Approval 5 UP.I�ACE SUF f AC E %\\ i ° ° DEARTH OR RETAINING GLANDS, THREADED RODDING AND SUFFICIENT BLOCKING. MECHANICAL 0 \ 10' TEE 2 / 0 ° 0 ° ;COMPACTED 3. ALL PIPING MUST BE DUCTILE IRON CLASS 52 PIPING. PROVIDE 10" SENSUS iPERL R-I'= \j\ JOINT (TYP) 0 0 0� \\ (2 TYP.) METER PURCHASED FROM Fitsx \/ \ \\ \\ 8 .000 0 EMBANKMENT 4. INLET AND OUTLET VALVES, PLUS PIPING BETWEEN VALVES, MUST EQUAL SIZE �\��\\/�\ OF METER. IF REDUCTION IS REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR w DIX HILLS WATER DISTRICT �`' W FLANGED CONNECTIONS CONCRETE 18""x18"x6.. SUPPLYING ADEQUATE SPACE SAVER FLANGES TO ACCOMMODATE METER. ( / ) THRUST BLOCK CONCRETE BASE METER SIZE IS TO BE DETERMINED BY THE SUFFOLK COUNTY WATER cn INLET SIDE ^�' �-• _ .; . AUTHORITY. OUTLET SIDE COMPACTED CRUSHED STONE 5. ALL VALVES TO OPEN COUNTERCLOCKWISE (RIGHT HANDED VALVES). SUBGRADE (MIN. 1/2 C.Y.) 6. BY-PASS PIPING CAN BE ON EITHER SIDE OF VAULT DEPENDING ON FIELD CONDITIONS AND FIRE LINE LOCATION. Notes: 7. INLET AND OUTLET VALVES TO BE IN LINE WITH EACH OTHER AND AT THE „ 3,000 F.S.I. �„ SAME ELEVATION AS WINDOWS IN VAULT. IN ADDITION, PIPING MUST BE CO3ICFETE 1. CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON CENTERED THROUGH EIGHTEEN (18"") INCH SQUARE WINDOW. 28 DAYS UNDISTURBED EARTH AS SHOWN. USE CLAMPS AND TIE RODS OR OTHER 8. FIRE LINE TO BE INSTALLED ON OPPOSITE SIDE OF METER BY VAULT BY-PASS. I" gE •`C`° TYPE "'D" ACCEPTABLE METHOD OF JOINT RESTRAINT WHERE SOIL CONDITIONS 9. AFTER INSTALLING PIPING THROUGH METER VAULT, THE CONTRACTOR IS 10" NRS GATE "OUNTASLE CURB PEADSIR CURD PROHIBIT THE USE OF THRUST BLOCKS. REQUIRED TO BRICK UP AND CEMENT BOTH WINDOWS OF VAULT. VALVE (3 TYP.) 9'-4" 10" 90' BEND -J ;prepared and Approved By DRA�tI$G 2. HYDRANT IN SIDEWALK AREAS TO BE LOCATED TO PROVIDE MINIMUM CLEAR Recarmende4 By: Sup intondent of luhvays I"M SIDEWALK PASSAGE WIDTH OF 3 FEET AT HYDRANT. `'°`` A. ECT ' `� �a> I` °' 199 `- Hydrant Construction 12 98 ARCH=� AAY)OND L. JA> DATE Y 6/08 Vault and By-Pass Piping System / N.T.S. Source: VHB REV LD-250 Notes: N.T.S. Source: SCWA TYPE "C" MOUNTABLE CURB SHALL BE WITHIN THE TOWN OF SOUTHOLD RIGHTS OF WAY N OUTLET SIDE LINE VALVE D CD Harvest Pointe at SLAM LOCK 8" MIN. I Cutchogue }I a' HEAVY DUTY CHECK CHAIN a INLET SIDE OUTLET SIDE � RED VINYL GRIP Cutchogue, New York �1 a I RONT OF REMOVABLE COVER PLUG Town of Southold o BILCO AUTOMATIC No. Revision Date A vd. a HOLD OPEN ARM Pp Q BILCO TYPE HATCH OR APPROVED 13 TOWN/SCDHS REVISIONS 7/28/17 AVL TYPICAL BYPASS EQUAL (SEE BILCO DOOR DETAIL) 12 TOWN REVISIONS 6/14/17 AVL PLAN SEE NOTE 11 BILCO 1/4" ALUMINUM CHANNEL REMOVABLE SQUARE KEY J (SEE VAULT STEP DETAIL) FRAME W/ RECESSED ANCHORS WRENCH 11 SCDH REVISIONS 4/22/17 AVL FEBCO MODEL LF860 - 10" Q TEST COCK RPZ OR APPROVED EQUAL 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 00 (TYP. OF 4) WITH NRS GATE VALVES #5 BARS 0 12" O.C. 6'-0" x 4'-0' DOUBLE LEAF BILCO 1/4- ALUMINUM DIAMOND 9 TOWN REVISIONS 3/27/17 AVL co INSULATED DOOR WITH SAFETY CHAINS PATTERN PLATE COVER 0 20' MINIMUM AND SLAM LOCK OR APPROVED EQUAL 8'x8'x4'-6" HIGH PRECAST RPZ 8 SCDH REVISIONS 3/9/17 AVL _o (SEE DETAIL BILCO DOOR DETAIL) (4) ADDITIONAL #5 BARS r` OS&Y SHUT OFF VALVE MANHOLE MANUFACTURED BY LONG (TYP.) 4 SIDES CONTINUOUS8 DIA. EOPRENE BUMPER ISLAND PRECAST OR APPROVED EQUAL CONTINUOUS EPDM BILCO HEAVY DUTY Designed by Checked by 5'-s" MIN. 5'-6" MIN. (TYP. OF 2) FORGED ALUMINUM ALL AROUND DEBRIS GASKET HINGES W/ STAINLESS Issuedtor Date TO METER TO TOE OF /i/\\/\\\\\\\\ \\\\\\\\\\\\\\\\\\ o o VAULT SLOPE '\\�� 12" //�\�\�\�� SEE NOTE 5 4/07 STEEL PINS .� FURNISH AND INSTALL METER / A I ////�// T P LAB DETAIL y VAULT AS PER S.C.W.A. DT-201 /\\/ (6" PVC MIN.) Ju 10, 2015 o N.T.S. Source: VHB LD_ . a a ° SUM: 1000-102-01-33.3 / PIPE STANTIONS \\/ Backflow Notes: , � /\�\\��\��\�\\�\ i\�/\\��//\\//�\, i./�\//�\/?✓ (TYP-) 4'-6" ° • � DRAIN MUST 1. THIS DEVICE MUST BE PROTECTED AGAINST FREEZING. 1/4- SUPPORT PLATE ® " 18' MIN. BESCREENED 2. TEST COCKS MUST BE POSITIONED TO FACILITATE TESTING (30'" WELDED TO FRAME -74 a 1 MINIMUM CLEARANCE). 5 s OUTLET SIDE 3. ALL CONNECTIONS T'S HOSE BIBS, 100 � �-n /\ IRRIGATION ETC. MUST BE LIFTING MECHANISM W REINFORCED 3" M� LINE VALVE /\\\ DRAIN TO DAYLIGHT 2 INSTALLED AFTER (DOWNSTREAM) OF DEVICE. / 1117 y/i/i\ COMPOSITE TUBES & ELECTROCOATED 1-1/2" DRAIN COUPLING -ca RPZ VAULT NX 6" MIN. ABOVE GRADE 4. DRAINS) CANNOT BE SUBJECT TO FLOODING AND MUST HAVE w M1--n // COMPRESSION SPRINGS Cf)� (BERM AREA) \ �� EXTERIOR SCREEN(S). ° \\'��i�� 5. DRAIN PIPE SHOULD BE SIZED ACCORDING TO MANUFACTURES TO DISPOSAL OR a � INLET SIDE TO FACILITY FLOW CURVES TO DETERMINE MAXIMUM DISCHARGE RATES. DRY WELL d 7 6. DEVICE MUST BE ADEQUATELY SUPPORTED TO PREVENT Drawing Number RELIEF VALVE 1516 I� ASSEMBLY LATERAL MOVEMENT. DEVICES 2" OR LARGER MUST BE 14" SUPPORTED TO FLOOR WITH PIPE STANTIONS. NOTES 7. ENCLOSURE MUST HAVE WEEP HOLES FOR DRAINAGE. 'C�OF Ne Y Lm8 * O r PROFILE VIEW 1. SEE SEPARATE WATER SEWER DETAILS FOR 8. SUPPORTS MUST BE PLACED WHERE THEY WILL NOT OBSTRUCT �Q. ��C1 V. O,A N METER VAULT SPECIFIC RPZ AND WATER MAIN DESIGN THE FUNCTION OR ACCESS TO RELIEF VALVE. X20 INFORMATION. 9. DEVICES MUST HAVE USC FOUNDATION OF CROSS CONNECTION APPROVAL. 10. DEVICES MUST BE TESTED ANNUALLY. BILCO DOOR DETAIL m sheet of RPZ & Meter Vault 12/14 11. ACCESS LADDER TO BE PROVIDED. 4/07 VAULT STEP DETAIL 4/07 ��, 20 28 12. CONCRETE SLAB TO BE SIZED ACCORDING TO MANUFACTURER'S F N.T.S. Source: SCWA / FEBCO N.T.S. Source: BILCO LD_ 01a Ali RECOMMENDATION. N.T.S. Source: VHB LD_ A 861 9 �.� Q) 13. FULL OPENING HATCH TO ENCOMPASS CENTERLINE OF DEVICE. 0'FEss10��P., > - - �� Project Number a 29305.00 SCDHS Reference # C10-06-0013 P:\29305.00 Heritage Cutchogue\cad\Id\Planset\8_29305.00_DT.dwg E O u s STOPPER OR ENDPLUG SUITABLE COVER TO GRADE FULL PENETRATING I. PICK HOLE 8'x6• Y TYPICAL SIZE CLEANOUT - SEE ( REQ'D 180' APART LETTERING SEPARATE DETAIL qF ON PERIMETER) 1 3/4" HIGH FOUNDATION WALL RAISED 1/4" SEWER PIPE A A I k FOOTINGMIN. C D APARTONCATE 0•5PERIMETER45' ELBOWS 4/0) Ft I - - A A PLANANGLE VARIABLE I COVED:33 BUILDIN En ineerin Surve In & MANHOLE F.F. EL. g 9+ Y g'Y BRANCH GRADE O�•• =31.45 Landscape Architecture, PC HEAVY DUTY, WATERTIGHT ASSEMBLY 5tTRS s) BUILDING WALL ADEJUSTABLE LOCKING TYPEAND LOCKING CAST IRON6"0 SDR-35 ® 2.0� MIN.ASORCPSEEpO� ALTERNATE "A" COVERS TO GRADE 100 Motor Parkway MNG(tPOE 8" MIN. TRAFFIC Q zCASTIRON AME AND COx Suite 135 (TO BE WATER TIGHT AND NON-SKID BEARING TOP SLAB M INSECT PROOF). COVER DESIGN PROPOSED iv R� CIRCULAR RAISED SUITABLE COVER CLEAN OUT Hauppauge, NY 11788 4" OR 8" DIA. 18" N I'T A STOPPER OR END PLUG (SEE DETAIL, (SEE PLANS) WATER MAIN OR 2.5' O STORM DRAIN CAST IRON BUILDING SEWER MAX. 2' AX. RIB PATTERN TO GRADE UNE THROUGH WALL 8' MIN. TRAFFIC BEARING 18" (ADAPTER AS REQUESTED - THIS SHEET) N 631.787.3400 SEE PLUMBING PLANS) TO MEET AASHTO-H2O MACHINED IN ET MIN. MIN. N MIN. OU E NON-ROCK VERT LINE n T OUT TO HYDRO =28.65 ACTION UNIT PLAN SEATS DR-18 O E 00%(SE STEPS ARE TO BE COPOLYMER SEWER PIPE o LLJ =28.15 POLYPROPYLENE COATED O.C. A" = 27" 3/4' KITCHEN WASTE 28 SEE 'Y BRANCH ASSEMBLY MIN. GRADE (SEE NOTES) STEEL BARS AT 12" .C. �a NVERT SEWER TRUNK LINE 5" WALL n 1 ALTERNATE CONNECTION FOR SANITARY WATER CROSSING(IF REQ•D) 'B' = 26' INVERT =29.45 L z_ JOINT SEALANT TO BE 1/8' CLEARANCE 'C' = 25 3/4" 'G' = 1 3/8' a SEE SANITARY DETAIL J 1" BUTYL RUBBER FOR I . 8'0 -I� ALL JOINTS. 30' ELBOW CONCRETE INVERT FORMED TO PROVIDE NON-SHRINKING MAST JOINT SEALANT. REINFORCING RIBS _ 6"4 SDR-35 ® 2.0% AT LEAST THREE QUARTERS OF SECTION A-A Note: THE SIAMETER OF THE PIPE 'D' = 24' _ III H 8 MIN. CAST IN PLACE FLEXIBLE 1. WHERE SERVICE CONNECTIONS PASS ABOVE WATER MAINS OR STORM DRAINS WITH RUBBER SLEEVE WITH 'E" = 32' 18 SEPARATION, PIPE AND FITTINGS TO BE DR-18 PVC PRESSURE PIPE. STAINLESS STEEL STRAPS OR 60' WYE FLEXIBLE RUBBER BOOT 'F' = 39" 2. WHERE SERVICE CONNECTIONS PASS ABOVE WATER MAINS OR STORM DRAINS WITH NOTES: so 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 18"" SEPARATION, PIPE AND FITTINGS TO BE DR-18. 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1, 2, 3, OR 4 HEIGHTS, AS Campbell 1203 frame with a 1009 cover REQUIRED. Notes: 3. LOADING TO CONFORM TO AASHTO H-20 LOADING. NOTES: t. WHEN A WATERTIGHT COVER IS REQUIRED, 4. WHERE SERVICE CONNECTIONS PASS BELOW WATER MAINS OR STORM DRAINS WITH 4. ALL CONCRETE IS TO MEET ASHT PSI 0 O DAY SET. USECOVCAMPBELL AN FOUNTRCY 1502 AME AND 1. CLEANOUT(S) LOCATED IN TRAFFIC AREAS SHALL BE PROVIDED WITH TRAFFIC NOTES 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 M--TAL CAP OR '-`-...,...,,. r ANGLE CUTS (T F). - .- a --- ,''.'-t°,AL.V SAI` PLC CONTROL PANEL I i t r-°r: 5� c ,•JET;I= 1-1 x 5--7 +� / W HP80 COMPRESSOR POSTS. A!ID 5/4- CROSS -i" � � �€�AIV^CHA€ar".EL STEEL t4CX HEAD BOLT Z4' / I / 4 x sA r�eaT,s L.lM.S: T.,` 0, /_" tw 8-16 UNC STAINLESS t } }} Fa i ti�hF.S rl" PJr?h7 I I {.YP.) `�''l'/YsASHFR (2) - o a BLOWER HEAVY DUTY AND LOCKING CAST -�'" ��,,_ � � r, � IRON COVER TO GRADE I- �I� - 4" OUCH. 40 eti'_V. �- - I o - TKA.rar:ruF'taL- {T rP, tIETER ENCLU'SUP'E TQ BE. STEEL PIPE Inlet - I- - - ----- ----- -� Outlet SOLID PRECAST ; irE c - I Q CONCRETE DOMETLIh.'z L:ALVa:IZLt: LAv j ar-1� i C„ �.ax 1 is + _ CONTROL PANEL AND AIR rvr'E- CABItI liote: €or serf-con Ine 3-Es" z n " PUMP IN POLYETHYLENE 2 5' OP TK' LGH BC-',.TS { I me V. U-t3:'i � -- � (H) 1• MINIMUM 1 tens, Mnm+n rrei-ht y./'-'-' r a ENCLOSURE ON PRECAST MAX. acwr!`, m;Y be O- L +NUT D� STAP(T•rT',) 00 ,r 1/2 x(13) CONCRETE PAD FINISHED GRADE 2 MAXIMUM 5/4 x C" T=�EFTEP Lt7MPEn I- ,�{r� -I ! t''�>> i X 4" (1�J'2) CRI,,SS B ACE (T`rP)- .,-e""s"1._ 1^" NA. \ ... -rliJ Fvt SONO TL;o, PULL SLOT ° �. 20"' >lt�,ArcP{r.n.i .'OVER fi CO SI,1G V/ Vf r ��a/ VNI RESISTANT SURFACE .a• 3'-9". FOR. 4, INLET MIN. 4" % DIAMETER SDR 35 A~ L FI. "J`:r `C GAC. EXISTING GROUND a • d' \\ w - " 1 ka -+ rt` P _.._ PROVIDE 24" X 36" a a PVC PIPE. PITCHED ^' ' p ®� € '", HUBBELL QUAZITE PG aaaa a• 3' MIN: ; �;. ry �. , r PLC CONTROL PANEL \ �\ / , COLLAR ' 1 ,. /' ;- • � ;�� 1 � " r `�.. �. ," ,�,�' a' _* STYLE POLYMER �a AIR HOSE AND ELECTRICAL ® ® ® ®®® �• . (', y f,/ 2' SUPPLY TO TREATMENT UNIT ,'•:t. . �. �• Iti-: �; I° ') .°"` >' CONCRETE ASSEMBLY WITH AIR PUMP. MAYBE HS-20 LOAD RATED BOLTED _ FJIt / R APPROVED EQUAL) _ - MOUNTED ON UNIT OR CAST IRON COVER. MAXIMUM - I l0 } tL - f rte_ REMOTELY. OF 3' OF EXTENSION COLLARS w � ' MAYBE USE TO BRING l -'--- CASTING TO GRADE. 3 ( -' 1 ✓ PROVIDE 1" VENT PIPE FROM ` ' ` ' ® ® Ill ®®91 0 J r cc 1` -. - - ---------------- --� UNIT IN ACCORDANCE WITH ? M UN;,ANCE CCO aERAC�E U.1L?>�.vfCC.,_ F.VI'E " w e . r P y CHC. 80 Pt'w CP EN A, CC=NC JCT F'� `5 $.^, F'vi CF ' � m ENT*;AfJ,._ Ci`'JCaU..T_""• SCDHS STANDARDS: VENT TO U. (SEE N)-E } E> Cot"D01* ,LE NO-C :t Fw5 C7'IOL3I" f" AJIN t n - - ---- COLLAR MATERIAL ¢• : ---------------- BUTLY RUBBER GASKET BE DAYLIGHTED ADJACENT TO in ( �$$� N- CONTROL PANEL OF AS BANKRUN COLLAR L ; ; IQ ® ® ®®131 � a � Ilk " (0.3 MM TO 1/2") w ALTERP ATE DESV, STANDARD DES11 tIFTIrIG '' .- ° RUBBER PIPE CONNECTOR APPROVED BY ENGINEER { _ CLEAN MEDIUM TO ® ® ® ®®® a BOLT I; ) , t, . COARSE SAND AND a B J Inlet � Outlet • . - " o - -- -------- GRAVEL WITH '. H - FRAME iF1°TALL/tTlDNS P.r'E PESTRI MT[D IlCJT P%FIAITTEp D'i SOME ` �-_--' 1 2" ® ® ®® UNIFORMITY J z ® ® w MUP; P:\29305.00 Heritage Cutchogue\cad\Id\Planset\9_29305.00_OFF SITE.dwg E O V 4 ^^� i i' j x Fri Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 1 Hauppauge, NY 11788 _.._.".'. . 631.787.3400 : ry i € F • 3, Y 7 E : „_ 34 I TOWN OF SOUTHOLD 273.68' (DEED) TO COMPLETE WORK W 04 40 W IN DRAINAGE SUMP -"" .40 E; ,: . , _ •.; k ..: .269.77 )ACTUAL) 5. ZO o CA END CURB AND O NEW CURB TO BE PARALLEL TO RIGHT fD o LA NEW PAVEMENT 1� OF WAY LINE. SEE SHEET C-8 FOR Ln F•Lj TYPE "C" MOUNTABLE CURB DETAIL D �-. N M o p C o g E \ N N D v M , U1 _END CURB W 10'x10'x6' DEEP I 28' — DRAINAGE HOLE (SEE I NEW CONCRETE SIDEWALK OFFSITE DRAINAGE I Y (SEE NOTE 4) i 1st' NOTES) I I 80 S39' 39' 10"W / �$ O 4.56 / 55Q' I� I I W NEW CURB. SEE SHEET C-8 PROPOSED ADA RAMP i v N _. . S38' 05' 40"W o Q FOR TYPE "C'" MOUNTABLE TYPE D—D (TYP) 5.0 = CURB DETAIL w I tL PROPOSED 2.5 FT. S52' S5" 20"W I 2 96 w GRASS STRIP 671.42 55.03 r .' I S37'04 40"E 97 3939 10E 95.00' .._.. 58.97 _ _ .. .. ._. { `ti ✓` ILII L+I LINE _. .. ..._....__ _..... N 2 0 1� - --- APPROXIMATE CENTER c�. '09 0 _...._. .. _ OF GRIFFING STREET 4• �� o cc 640.91 ' N O N38'32"40""E SAWCUT 2 FT OF EXISTING PAVEMENT FOR CURB } !I N cn STOP BAR AND END CURB AND NEW INSTALLATION (TYP.) SIGN (R1-1); PROPOSED ADA RAMP PAVEMENT CONTRACTOR TO PROVIDE �® LA cn TYPE B—D RAMP TYP ADDITIONAL ASPHALT PAVEMENT cn �, TYP ALL WAYS (TYP) UP TO NEW FACE OF CURB 0 0 CATCH BASIN AND ±85 pp FEET OF 18" CPP ® 1% U MIN. (SEE OFFSITE DRAINAGE NOTES) 2 Sign Summary C� TRANSITION TYPE 1A 3 �' N 75' BUILDING ETBACK 50' � � (TOWN OF SOUTHOLD) Nj,iJ,'r,C,j�, Specification Number Desc. CONCRETE CURB TO Width Height �' v' BELGIUM BLOCK CURB AT ••,� PROPERTY LINE (TYP. n BOTH SIDES) M R1-1 30" 30' fIn'' II1I',n/u_I �1ff 12�L > f r V V AUG 11 2017 C) Southold Town Planning Board C General Notes 1 WITH TOWN. REQUIRED TO PULL ALL NECESSARY PERMITS FOR OFF SITE WORK Harvest Pointe t CONTRACTOR arves oin e a 400.00' 2. THE RIGHT—OF—WAY LINES WERE BASED ON A SURVEY BY PECONIC SURVEYORS, tC O U e P.C. ON JULY 1, 1997, WHICH SHOWS A TAKING BY THE TOWN OF SOUTHOLD PER ry E LIBER 6395 PAGE 110. y 3. THE LIMITS OF OFFSITE PAVEMENT SHOWN WERE APPROXIMATED BY AERIAL CUtChO Ue, New York PHOTOGRAPHY. CONTRACTOR TO VERIFY EDGE OF PAVEMENT IN FIELD PRIOR TO g f CONSTRUCTION. Town of Southold 0 4. THE PROPOSED SIDEWALK FROM WITHIN THE DEVELOPMENT OUT TO AND ALONG GRIFFING STREET WILL BE PROVIDED BY THE DEVELOPER, EXCEPT FOR THE STRETCH No. Revision Date Appvd. OF EXPECTEDALK TO BBETWEEN CONSTRUCTERS BY THEEAND OWNER OF THEOUSE BAXTER ROAD, SUBD VWHICH S ON. THE 13 TOWN/SCDHS REVISIONS 7/28/17 AVL o HERITAGE AT CUTCHOGUE, HOWEVER, WILL BUILD THE THIS STRETCH OF SIDEWALK, 12 TOWN REVISIONS 6/14/17 AVL 'o IF IT HAS NOT BEEN BUILT AT THE TIME THE HERITAGE IS READY TO BEGIN PHASE J 4 OF ITS PROPOSED DEVELOPMENT. 11 SCDH REVISIONS 4/22/17 AVL 5. OFFSITE WORK TO INCLUDE COORDINATION WITH THE SUFFOLK COUNTY WATER 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL AUTHORITY TO EXPAND THE WATER MAIN ALONG SCHOOL HOUSE LANE TO THE • SUBJECT PROPERTY. 9 TOWN REVISIONS 3/27/17 AVL r7 a; 6. CONTRACTOR REQUIRED TO PROVIDE TRAFFIC CONTROL PLAN PRIOR TO START OF 8 SCDH REVISIONS 3/9/17 AVL CONSTRUCTION FOR APPROVAL BY THE ENGINEER. PLAN SHALL INCLUDE CLOSURE Designed by Checked by r f SIGNAGE, BARRICADES, AND ANY OTHER PERTINENT INFORMATION. 0 7. OFF—SITE IMPROVEMENTS PLAN THAT ALL THE WORK SHOWN ON THE PLAN WILL BE Issued for Date COMPLETED PRIOR TO THE BEGINNING OF PHASE 2 OF THE THE PROJECT, EXCEPT JulyZO, 2015 0 FOR THE LENGTH OF NEW SIDEWALK BEYOND THE END CURB/END PHASE 1 LINE ON 0 THE EASTERN SIDE OF GRIFFING STREET WHICH WILL BE COMPLETED BEFORE PHASE Q 4 OF THE PROJECT BEGINS. r 8. ALL WORK SHOWN ON THIS PLAN SHALL BE COMPLETED PRIOR TO THE BEGINNING SCTM: 1000-102-01-33.3 T O o OF PHASE 2 OF THE PROJECT, EXCEPT FOR THE LENGTH OF THE NEW SIDEWALK � E jj 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. ® j Off Site Drainage Notes O Q 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 DRAINAGE PIPE AND DRAINAGE HOLE. Q 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 M - — -- -.. _ _•__,,,,, GRIFFING AND SCHOOL HOUSE. PRIOR TO CONSTRUCTION, THE Draw umber THE INTERSECTION OF G Drawing N o; 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 AM CN HIGHWAY SPECIFICATIONS. OF NEF Y CO C_� L 10 Q o C7 W Sheet of 40 0 40 80 �' _ 22 28 Q) SCALE IN FEET 'O9oFESS�oNP�`G� 0 Project Number 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LA.dwg E O Landscape Notes Irrigation Notes Natural Buffer Notes: Landscape Management Notes: ROOT GROWTH AND DEVELOPMENT, WHICH WILL INCREASE THE PLANTINGS' .Q 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 PURPOSE OF THIS LANDSCAPE MANAGEMENT PLAN (LMP) IS TO PROVIDE SYSTEMS THAN NON-NATIVE LANDSCAPE PLANTS, AND THUS REQUIRE LESS 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 ARCHITECT PRIOR TO INSTALLATION. ENOUGH EVERGREENS AND OTHER TREES AND SHRUBS TO ACCOMPLISH A ADDITIONAL DETAIL AND INFORMATION REGARDING THE FUTURE LANDSCAPE WATER AND MAINTENANCE, ONCE ESTABLISHED. ALL THE PLANTINGS THAT OPERATIONS OF THE HERITAGE COMMUNITY DEVELOPMENT. THIS HAVE BEEN PROPOSED FOR NON-IRRIGATED AREAS ARE NATIVE SPECIES 2. IRRIGATION SYSTEM SHALL BE ZONED AND DESIGNED TO A MAXIMUM DENSE DOUBLE ROW OF EVERGREEN VEGETATION. THE SUPPLEMENTAL 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 DOCUMENT SHOULD BE READ IN CONJUNCTION WITH THE SUBMITTED SHOULD BE DROUGHT-TOLERANT UPON ESTABLISHMENT, AND SHOULD NOT PLANTING PLANS OF THE SITE PLAN PACKAGE. THIS LMP WILL FOCUS ON THE REQUIRE IRRIGATION TO SURVIVE BEYOND THE ESTABLISHMENT PERIOD. ALL a 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 g' INTERCONNECTED IRRIGATION WELLS, PRELIMINARY LOCATIONS AS GREATEST EXTENT PRACTICABLE. 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 IMPROVEDCANNOT BE GUARANTEED DUE TO VARIABLE FACTORS. VHB AND THE TURF SPECIES--'SEED MIX-A' &'SEED MIX-B', TURF TYPE TALL FESCUE BLENDIF- U) ; CONFLICT. WITH TEMPORARY IRRIGATION OF ALL NEWLY INSTALLED LANDSCAPE PHASE 1 IN LOCATIONS WHERE THERE IS LITTLE NATURAL BUFFER TO PROPERTY OWNERS CANNOT CONTROL OR BE RESPONSIBLE FOR VARIABLES AND HARD FESCUE-THAT ARE KNOWN TO BE THE MOST DURABLE AND 23 28 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 Engineering, Surve 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 Surveying 1/3 COMPOSTED LEAF MOLD, FULLY INCORPORATED. 5. PERMANENT IRRIGATION SYSTEM SHALL BE LIMITED TO SEED MIX'A' ACTS CONTROLLED BY NATURE OR BEYOND REASONABLE CONTROL. INFREQUENT DEEP WATERING, AS STATED ABOVE, WILL PROMOTE DROUGHT Landscape Architecture, PC AREAS AND AREAS WITH SPECIFIED PLANTINGS. 4. NO CLEARING PERMITTED. TOLERANCE OF ALL TURF AREAS. 5. A 3-INCH DEEP COARSE MULCH PER SPECIFICATION SHALL BE ACCORDING TO THE PLANTING PLANS, A RATIO OF ONE-PART ORGANIC 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 B 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 EDUCE DCOVER, 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 MAYA ESTABLISHED, 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 APPROVAL. THIRD 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 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 BY OWNER'S REPRESENTATIVE. Planting & Vegetation Maintenance Note: 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. z ' E NATURAL BUFFER AREA mom..,.. ~.... �- w' 50, FFER ^ - �- _..,. .. t . .„ 23 z2 21 Y0 B1 C Bt 9 27 26 25 24 e B1 a Bt �z Q 10 -' ' 29 26 18 17 i 36 3s az s ai a B7 B b B Bt B1 b a EN b i 82 B B1 r B7 b EN EN B 33 b EN FN EN ,�,• a �..�_ al s 6 EN IN , EN FH 5 4 Q s ^< E " mann a , r ... Y STOP � a QN3 0 Y, s,g, , V m • Q .4 / �� • © O ,• I I Lel V L! � o � � ` • I � ( � m3 o f 1 o _ T p a 1 AUG 11 2017 Southold Town 0 \�,.- - Planning Board 7a ,9 O ,.�, `(✓Y 2 Q r^--^) /, Harvest Pointe at Cutch g e 0 P 5 CLUBHOUSE tee oa J. Cutcho ue, New York k) w 4 of Southold I � � a a a 67 ee, Town uth ... W e -�� ' No. Revision Date Appvd. 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SEED MIX B---// c 93 d 1 QR LIMIT OF SEED MIX 1 QR 7 AUG 11 2017 7 - 1 Southbld Town SEED MIX A Planning Board Cell, W-- UJ -D r SEED 86 MIX A 9A 85 (A e r87 A 89 88 1\�A Harvest Pointe at SEED 12 P A A MIX A Cutchogue y AR SEED 5 AR V, MIX!A vy-� Cutchogue, New York Town of Southold /I J g. -:-N No. Revision Date Appvd. 0 17 LS ......-11.1-- I I - 13 TOWN/SCDHS REVISIONS 5 AM x LIMIT'OF'SEED MIX A IRRIGATION 0 0/— i L: 12 TOWN REVISIONS 6/14/17 AVL WELL LOCATION "o 11 SCDH REVISIONS 4/22/17 AVL TYP. (1 OF 6 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL Yl" 9 TOWN REVISIONS 3/27/17 AVL RD s =ED-�1 z ' SEED LIMIT OF 1 LS 8 SCDH REVISIONS X 116 118 Designed by Checked by 115117 A 0 A 120 MIX A 3 Q A i SEED A A r1i 9 Issued for Date 0 MIX A 3 AM A I SEED July 10, 2015 • C MIX A 4 SEED MIX C 3 CC <:3 SCTM: 1000- N 102-01-33.3 V) Q) LIMIT OF 5 PR SEED MIX B SEED F 3 QR 2 BN • MIX B 1 AR D 1 QR N, SEE N, MIX B f ( / �I - — V) -,,--50' BUFFER ry, 7 Q _ e 4 PR :n �E NATURAL BUFFER AREA 00 z Drawing Number N ............... ------ Da (N 4 11�10 OS V4 0 40 0 40 80 Sheet of < 25 28 -4 PRIVAT WEL- mom SCALE IN FEET X1211 V) N Ift NES Project Number 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LA.dwg E O v s °° ° jLE 1 IT Engineering, Surveying & OHO Landscape Architecture, PC 100 Motor Parkway IT Suite 135 6 AGR 2 LFZ 4 SP--\ LFZ 1 PSL Hauppauge, NY 11788 1 IG 1 CHF 1 MPM_ 2 PJM 2 LFZ ° JLFZ 4 LFZ3 KL631.787.3400 ° 2 IC 3 RVa1 VDC 1 KL fT 1 LZLFZ 1 IC 5 ARM ° 1 KL ° + z 1 MPM z 3 RP 4 JH 1 RP + 1 CHF 3 LFZ + 1 VDC 4 SP ° ° 3 PLO 5 SP + 1 DGN 3 PA 16. 3 KLE + 3 AGR 1 OHG °° ° 3 PLO ° °° 3 DGN 1 CA Unit A - Shrub Planting Scheme AA Unit A - Shrub Planting Scheme AB Unit B - Shrub Planting Scheme BA Unit B - Shrub PlantingScheme BB - Unit B Shrub Planting Scheme BC Units: 77, 789 103 thru 124 (24 Units) Units: 79 thru 102 (24 Units) Units: 1 , 8, 129 21 , 26, 29, 339 399 45 Units: 3 10 14 23 27 31 36 41 46, 50 Units. 47, 49, 52, 54, 56, 58, 59, 72, 76 (9 Units) (10 Units) (9 Units) °° °° 1 Si 1 PJM 4 LFZ - 3 NDF-\ 1 MCl 1 o� LJ 0 7 ICC 1 MPM 7 NDF 1 MPM N1 3 OHG 1 IVJ 1 IT 1 DO fTl 31 LF 3 SP 3 NDF fT1 1 DO z 1 LFZ 2 CHP 1 MPM :�7 EN 1 AML EN 1 MC + 2 SJ 3 CA + 3 PLO 3 HQP + 1 AML 1 IT -� 1 CHP 1 VDC i Unit B1 - Shrub Planting Scheme B1A Unit B1 - Shrub Planting Scheme B1 B Unit B1 - Shrub Planting Scheme B1 C Unit B2 - Shrub PlantingScheme B2A - Unit B2 Shrub Planting Scheme B2B Units: 2, 6, 11 , 19, 22, 25, 30, 35, 40, 44, Units: 5, 99 13, 20, 24, 28, 32, 38, 42, 57, Units: 48, 51 , 535 64, 66, 68, 70, 74 8 Units Units: 4 7 3 4 3 7 4 Units ' ( ) ( ) Units. 43, 55, 61 , 63, 65, 67, 69, 71 (S Units) 60, 73, 75 (13 Units) 62 (11 Units) AUG 11 2017 Southold Town °° °° Planning Board SHRUBS BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS Harvest Pointe at AGR Abelia x grandiflora 'Rose Creek' Rose Creek Abelia #3 CONT. Non-Native, Foundation C u tC h o g u e 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 CCB Caryopteris x clandonensis 'Blue Mist' Blue Mist Shrub #3 CONT. Non-native, Foundation Town of Southold CHP Cephalotaxus harringtonia prostrata Prostrate Plum Yew #3 CONT. Non-Native, Foundation 3 LFZ w 1 MPM CHF Cephalotaxus harringtonia 'Fastigiata' Plum Yew #3 CONT. Non-Native, Foundation No. Revision Date Appvd. CA Clethra alnifolia 'Hummingbird' 'Hummingbird' Summersweet #3 CONT. Native 13 TOWN/SCDHS REVISIONS 7/28/17 AVL _ DO Daphne odora Winter Daphne #3 CONT. Non-Native, Foundation FT DBB Daphne x burkwoodii 'Briggs Moonlight Briggs Moonlight Daphne #3 CONT. Non-Native, Foundation 12 TOWN REVISIONS 6/14/17 AVL n Z DGN Deutzia gracilis 'Nikko' Slender Deutzia #3 CONT. Non-native, Foundation 11 SCDH REVISIONS 4/22/17 AVL N 1 MPM FG Fothergilla gardenii Dwarf Fothergilla/ #3 CONT. Non-Native, Foundation 6� 3 LFZ HQP Hydrangea quercifolia 'Pee Wee' Oakleaf Hydrangea #3 CONT. Native (Southeast) 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL r7 ICC Ilex crenata 'Compacta' Compact Japanese Holly #3 CONT. Non-Native, Foundation 9 TOWN REVISIONS 3/27/17 AVL 5 SP IC Ilex crenata 'Convexa' Convex-leaved Japanese Holly #3 CONT. Non-Native, Foundation 8 SCDH REVISIONS 3 7 1 OHG /9/1 AVL o O 3 PA IG Ilex glabra Inkberry #3 CONT. Native Designed by 3/9/17Checked by N IGC Ilex glabra 'Compacta' Dwarf Inkberry #3 CONT. Native o + + IVJ Ilex verticillata 'Jim Dandy' Jim Dandy Winterberry #3 CONT. Native - IVW Ilex verticillata 'Red Sprite' Red Sprite Winterberry #3 CONT. Native Issued for Date IT Itea virginica 'Merlof Virginia Sweetspire #3 CONT. Native (Northeast) July 10, 2015 Q 3 PLO JH Juniperus horizontalis 'Bar Harbor' Bar Harbor Creeping Juniper #3 CONT. Native, Dry-Soil Tolerant a KL Kalmia latifolia Mountain Laurel #3 CONT. Native KLE Kalmia latifolia 'Elf Elf Mountain Laurel #3 CONT. Native SCTM: 1000-102'01-33.3 LFZ Leucothoe fontanesiana 'Zeblid' Scarletta Fetterbush #3 CONT. Native MC Mahonia aquifolium 'Compacta' Compact Oregon Grape #3 CONT. Native (Northwest) ' MPM Morella pensylvanica 'Morton' Silver Sprite Bayberry #3 CONT. Native ; NM Nandina domestica 'Murasaki' Flirt Nandina #3 CONT. Non Native, Foundation OHG Osmanthus heterophyllus 'Gulftide' Gulftide Osmanthus #3 CONT. Non-Native, Foundation Unit C - Shrub Planting PJM Pieris japonica 'Mountain Fire' Mountain Fire Andromeda #3 CONT. Non-Native, Foundation PA Potentilla fruticosa 'Abbotswood' Abbotswood Potentilla #3 CONT. Native, Dry-Soil Tolerant Units: 15, 16, 17, 18 (4 Units) PLO Prunus laurocerasus 'Otto Luyken' Luykens Laurel #3 CONT. Non-Native, Foundation PSL Prunus laurocerasus 'Schipkaensis' Schipka Laurel #3 CONT. Non-Native, Foundation RCA Rhododendron carolinianum Carolina Rhododendron #3 CONT. Native (Northeast) LO RV Rhododendron viscosum Swamp Azalea #3 CONT. Native RC Rhododendron x'Cunningham's White' Cunningham's White Rhododendron #3 CONT. Non-Native, Foundation N RP Rhododendron x'Olga Mezitt Olga Mezitt PJM Rhododendron #3 CONT. Non-Native, Foundation Drawing Number Si Skimmia japonica Skimmia #3 CONT. Non-Native, Foundation SP Spiraea x bumalda 'Little Princess' Little Princess Spirea #3 CONT. Non-Native, Foundation VDC Viburnum dentatum 'Christom' Blue Muffin Viburnum #3 CONT. Native ��`�" 0 Cd" a -VCLOS VA Lm4 v' 20 0 20 40 0 .1 rn Sheet of 'D ?n 26 28 SCALE IN FEET cn 0 Project Number 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LA.dwg E O v s s h\ O o o I ; D ^ NHL. 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'_ > _ 0)0 3KL TENNIS COURT Ui 10 LFZ % 40 LFZ 4t 8 I N ... .j A `` t /< C7 t 4RC E ,� M 12 IG ``• __J CLUBHOUSE 50 BUFFER z8 ss �. CLUB ,y-\ ' \, �.r<f" l _ 6,190 GFA 1 STORY �J m ,. .� LLJ 17 SS =r � .. 3 RCA AUG 2 01 12 IG » EN W 15 JH ,i A"'< r Q»i/'.F�l� [ei :sna $ �'` t` �t 2.•'k.f .A��\`.-- f f: t'`r .tL`tEt'!,F , �:T� � � r:, r Planning Board J� ++ 11 CA � : ��w',� Harvest Pointe at ij 400. 00' C u tc h o u e � 3 ( 10 RCA Cutchogue, New York Town of Southold - ( '1 * ii" �- _ — No. Revision Date Appvd. w .,,' + + : , ,� _ Entrance Planting Plan 13 TOWN/SCDHS REVISIONS 7/28/17 AVL + + + + + 12 TOWN REVISIONS 6/14/17 AVL �. _ Q. J �«' r� r y ( + + s ` e + + + 11 CA 11 SCDH REVISIONS 4/22/17 AVL ✓ rt + 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 12 CA 39 SS + 4 – + 9 TOWN REVISIONS 3/27/17 AVL Ln �\✓1\ 15 HR 7 RCA + ++ + +++ + 4 CA 8 SCDH REVISIONS 3/9/17 AVL ^sem .t 15 HR Resigned by Checked by 0 » 12 RCA N ' 10 CA 9 IG �N �N o s 16 SS Issued for Date July 10, 2015 r r L ' + A SCTM: 1000-102-01-33.3 - ., r' r > p 00 d e L s /—\ ry 1p \, \ Drawing Number Clubhouse Planting Plan �,,��®�� L= 5 pS ivrl Q 20 0 20 40 M Sheet of p <L) T 27 28 SCALE IN FEET NIw.� Q) 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 o 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 t 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 y QR 77 Quercus rubra Red Oak 2 1/2-3" CAL. Native SEED SUPER STORE 33.27% BULLSEYE TURF TYPE TALL FESCUE i 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 716-531-8788 00.50%INERT MATTER JV 7 Juniperus virginiana Eastern Red Cedar 6-7' HT. Native / www.seedsuperstore.com 00.00%WEED SEED PG 8 Picea glauca White Spruce 6 -7' HT. Native, Dry-Soil Tolerant ; 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 'Fastigiata' 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 GIRAMA, '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 Sprite' Red Sprite Winterberry #3 CONT. Native 3.0% HOARY SKULLCAP IT 50 Itea virginica 'Merlof Virginia Sweetspire #3 CONT. Native (Northeast) 3.0% PURPLE LOVEGRASS, FL ECOTYPE JH 82 Juni erus horizontalis 'Bar Harbor' Bar Harbor Creeping Juniper #3 CONT. Native, D Soil Tolerant HARDWOOD STAKES 3.0 % HAIRAWN MUHLY, FL ECOTYPE p p g p Dry-Soil 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 TREE PIT MC 16 Mahonia a uifolium 'Com acts' Compact Oregon Grape #3 CONT. Native (Northwest) 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 5CONTRACTOR 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 OIRDERING.. 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) PLANTING ROOT FLARE SHALL BE SET 2" RV 36 Rhododendron viscosum Swamp Azalea #3 CONT. Native 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. Si 27 Skimmia japonica Skimmia #3 CONT. Non-Native, Foundation Plan SP 177 Spiraea x bumalda 'Little Princess' Little Princess Spirea #3 CONT. Non-Native, Foundation VDC 30 Viburnum dentatum 'Christom' Blue Muffin Viburnum #3 CONT. Native 3" 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 6'= yr 'Ai ��y 3' " HARDWOOD STAKE OR DEADMAN GROUND COVERS QTY BOTANICAL NAME LOCATE TWO OF THE THREE GUYS ON COMMON NAME SIZE SPACING REMARKS LB 371 Liriope muscari 'Big Blue' Big Blue Lilyturf 5" Plug 12"o.c. Non-Native, Accent LOCA THE UPHILL SIDE OF THE TREE. NOTE: 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. r��AF TRANSITION SLOPE M UNTIE AND CUT AWAY BURLAPS FROM WRAP I F ROOT BALL USED, AIN); 4" LOAM AND FYNTHETI ��pF �MgXrg� SEED OR SOD REMOVE COMPLETELY. DESIGN SLOPE � �� SIT ROOT BALL ON EXISTING UNDISTURBED SOIL OR ON COMPACTED SUBGRADE COMMON FILL PLANT BACKFILL MIXTURE Tree Planting on Slope 1/12 N.T.S. Source: VHB LD-605 HARDWOOD STAKES Notes: HARDWOOD STAKES OR DEADMAN (TYP.) HARDWOOD STAKES Notes: OR DEADMAN (TYP.) Notes: . OR DEADMAN (TYP ) -- 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 TREES UNDER 10" HIGH. ROOT BALL TREES UNDER 12' HIGH. AUG 11 2017 ROOT BALL ROOT BALL 2. PAINT TOP OF STAKES ORANGE Southold Town GUY IRE OR REFLECTIVE RED TAPE. GUY WIRE Planning Board EXCAVATE SHRUB BED TO TOP OF ROOT BALL 1 INCH TRUNK REQUIRED DEPTH AND BACKFILL ABOVE FINISH GRADE TRUNK Plan TRUNK WITH SPECIFIED SOIL MIX. SOIL Plan NYLON TREE TIE WEBBING Plan MIX WITHIN H EACHSHRUBBED. SLOPE Harvest Pointe at (LOOSELY TIED) NYLON TREE TIE WEBBING SLOPE TO FORM SAUCER. CUtCIIO Ue PAINT TOP 6" OF STAKES ORANGE (LOOSELY TIED) 3" PINE BARK MULCH OR REFLECTIVE RED TAPEPAINT TOP 6"" OF STAKES ORANGE DO NOT COVER Cutchogue, New York STEMS OR TRUNK 2"x2"x8" HARDWOOD STAKE OR REFLECTIVE RED TAPE Town of Southold •� � NYLON TREE TIE WEBBING 2 STAKES PER TREE) 2'"x2'"x8' HARDWOOD STAKE No. Revision Date Appvd. w (LOOSELY TIED) (PLACE WITHIN 6" OF ROOT BALL) (2 STAKES PER TREE) 13 TOWN/SCDHS REVISIONS 7/28/17 AVL (PLACE WITHIN 6'" OF ROOT BALL) 12 TOWN REVISIONS 6/14/17 AVL TREE SHALL BE SET PLUMB, a- TRUNK FLARE SHALL BE SET 2" AFTER SETTLEMENTTRUNK FLARE SHALL BE a 11 SCDH REVISIONS 4/22/17 AVL clo ABOVE THE ESTABLISHED COMPLETELY EXPOSED, SET 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL FINISHED GRADE TRUNK FLARE SHALL BE 2" ABOVE THE ESTABLISHED COMPLETELY EXPOSED, SET FINISHED GRADE J 9 TOWN REVISIONS 3/27/17 AVL 3" BARK MULCH, DO NOT PLACE 2" ABOVE THE ESTABLISHED Q 8 SCDH REVISIONS 3/9/17 AVL o MULCH WITHIN 3"' OF TRUNK 3" MULCH CIRCLE FINISHED GRADE 3'" PINE BARK MULCH, m � � \\�� \\ j\\,/�\�� Fesignedby Checked by DO NOT PLACE MULCH WITHIN_ 3" BARK MULCH o~ o NO " o , / / / , / ,/ ,/ / / //\//\//// Issued for Date 2""X2" HARDWOOD STAKE OR DEADMAN DO NOT PLACE MULCH PLANT BACKFILL MIXTURE. \`\\ \ \ \ � WITHIN 3" OF TRUNK �/��/i,�!i,�!i,�!i�%�.��!i� .�/i,�!i,�!i,�!i,�/i, i�!i�/i. /% July 10, 2015 Q (2 STAKES PER TREE) 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. ��\ \ 3 3"" 3"" HIGH SAUCER �i\�//\ \ / /j,/\ UNDISTURBED SOIL OR ON - 4 PLANT BACKFILL MIXTURE. ��j\\ j\\ \/ COMPACTED SUBGRADE .04 I„�i i ,I n i i ,hnv i ,h,�i i I„� I n.i ,I,�.i \\/\\ \\ /\\//\\/� HOLE _ `'�;�/�\ I UNTIE AND ROLL BACK BURLAP co \��%/i\ /�/�\/\ PLANT BACKFILL MIXTURE. \\,/\\\ //\\�j�/ \�\\/i\j\\/ //\//�� (THREE TIMES ROOTBALL DIA. FROM 1/3 (MIN) OF ROOT BALL; Y \ \j/\\ \ \j /\\ \ / / / /\\/ \\ \ WITH SLOPED SIDE) IF SYNTHETIC WRAP IS USED, \�\\j\\j\ \\ \\/ \�j\ \ /� /, \,�\,��\j\\j\\/\\/\\/\\/\\/�\ low,- REMOVE COMPLETELY. Q '' / / UNTIE AND CUT AWAY BURLAP \��\j\\j\ UNTIE AND CUT AWAY BURLAP oo i i UNTIE AND CUT AWAY BURLAP FROM 1/3 OF ROOT BALL (MIN); FROM 1/3 OF ROOT BALL (MIN); FROM 1/3 OF ROOT BALL (MIN); o %� //////// // /j /j /j /j //�\/��\ IF SYNTHETIC WRAP IS USED // / \ \ \\/�\\�/ IF SYNTHETIC WRAP IS USED, IF SYNTHETIC WRAP IS USED, ,�\\��\i�\i\\i\\i\\i\\\i\\\i HOLE — THREE TIMES ROOTBALL DIAMETER REMOVE COMPLETELY. 00 00 /,,/,�/,,/,, REMOVE COMPLETELY \,�\,�\/\\/\\/\\/\\/\\/,\\/,\,• REMOVE COMPLETELY 00 WITH SLOPED SIDES Notes: Drawing� SIT ROOT BALL ON � SIT ROOT BALL ON EXISTING g Number HOLE — THREE TIMES ROOTBALL DIAMETER EXISTING UNDISTURBED SOIL UNDISTURBED SOIL OR ON SIT ROOT BALL ON 1. LOOSEN ROOTS AT THE OUTER OR ON COMPACTED SUBGRADE COMPACTED SUBGRADE EXISTING UNDISTURBED SOIL EDGE OF ROOTBALL OF WITH SLOPED SIDES HOLE — THREE TIMES ROOTBALL DIAMETER OR ON COMPACTED SUBGRADE o WITH SLOPED SIDES CONTAINER GROWN SHRUBS. kr� OS Vq Lm6 v) Evergreen Tree Planting 6/08 Tree Planting (For Trees Under 411 Caliper) 1/10 Multistem Tree Planting 6 08 Shrub Bed Planting Sheet of T 6/08 n N.T.S. Source: VHB LD-604 28 N.T.S. Source: VHB LD_602 N.T.S. Source: VHB LD_606 N.T.S. Source: VHB LD 601 mr NES Project Number co 29305.00 SCDHS Reference # C10-06-0013 P:\29305.00 Heri age Cutchogue\cad\Id\Planset\29305.00-BOR.dwg 1901.44' ,{DELD) ,/ Eli==-J, i I ' i1904-.F50'"/{�tC:?•'..1-f�.Q '' !.- ., .--- .._.-.-. V 11" -". 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Q Harvest Pointe at q F ; Cutchogue r ; Cutchogue, New York Town o Southold No. Revision Date Appvd. V w Earthwork Calculations 13 TOWN/SCDHSREVISIONS 7/28/17 AVL General Soil Management Notes Soil Handling/Testing Notes 12 TOWN REVISIONS 6/14/17 AVL 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 11 SCDH REVISIONS 4/22/17 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 OWNER'S ENVIRONMENTAL n TOTAL FILL (FROM SURFACE TO SURFACE ANALYSIS): —103,242 CY SITE SHALL BE DONE AT THE DIRECTION OF THE PROJECT ENGINEER AND ENVIRONMENTAL REPRESENTATIVE. to REVISED PHASING PLAN PER TOWN 4/6/17 AVL CONSULTANT. 9 TOWN REVISIONS 3/27/17 AVL 00 INITIAL CUT/FILL COMPARISON: —56,860 CY 2. THE CONTRACTOR SHALL STRIP THE TOP 12—INCHES OF TOPSOIL MATERIAL AND STOCKPILE IN 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 8 SCDH REVISIONS 3/9/17 AVL N PROJECT STORM WATER POLLUTION PREVENTION PLAN RELATED TO MANAGEMENT OF STORM c�i 10� HANDLING & CLEARING/GRUBBING FACTOR: —5,600 CY ENGINEER). Designed y WATER AND EROSION AND SEDIMENT CONTROL DURING CONSTRUCTION. g ed by Checked b o 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 DIRECTED BY THE PROJECT ENGINEER. CARE SHALL BE TAKEN TO PROTECT AND TO NOT Issued for Date NOTE: DESIGN INFORMATION. DISTURB AREAS THAT ARE TO BE LEFT IN NATURAL CONDITION. O ABOVE SURFACE TO SURFACE ANALYSIS COMPARES EXISTING AND PROPOSED GRADE USING AUTOCAD July 10, 2015 N 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 4. ONCE STRIPPED, STOCKPILES SHALL BE SAMPLED BY THE PROJECT ENVIRONMENTAL SURFACE. THE ADJUSTMENTS BELOW ARE CALCULATED TO TAKE INTO ACCOUNT VARIOUS EXCAVATIONS WHEREVER POSSIBLE. MIXTURE OF LOAM REQUIRED FOR THESE AREAS SHALL BE IN CONSULTANT TO DETERMINE LEVELS OF ARSENIC. STOCKPILES THAT CONTAIN LEVELS a REQUIRED THAT ARE NOT ACCOUNTED FOR IN THE SURFACE TO SURFACE ANALYSIS. ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS TO ENSURE BELOW 13 MG/KG MAY BE UTILIZED AS TOPSOIL FOR FINAL GRADING AND LANDSCAPING. IN THIS ANALYSIS, CUT EARTHWORK IS DENOTED AS A POSITIVE NUMBER AND, FILL EARTHWORK IS STRUCTURAL INTEGRITY. SHOULD THE STOCKPILE BE ABOVE 13 MG/KG, THE CONTRACTOR SHALL MIX IN CLEAN SCTM. 1000-102-01-33.3 SAND AS DIRECTED BY THE ENVIRONMENTAL CONSULTANT IN ORDER TO REDUCE THE :• DENOTED AS A NEGATIVE NUMBER. 5. FILL MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH GEOTECHNICAL ENGINEER'S LEVELS OF ARSENIC BELOW STANDARDS. ONCE LEVELS ARE BELOW THE REQUIRED 13 RECOMMENDATIONS. MG/KG, THE CONTRACTOR MAY PLACE AS TOPSOIL • , • 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 • ! • • Structural Element Adjustment (CY) TOPSOIL REQUIREMENTS. a'UJ 7. CONTRACTOR TO UTILIZE NON—IMPACTED SAND AND LOAM MATERIALS FOR STRUCTURAL FILL PROPOSED DIFFUSION WELLS/DRYWELLS 3,772 AND TOPSOIL RESPECTIVELY. U) 6. THE CONTRACTOR SHALL TAKE CARE TO PREVENT IMPACTED MATERIALS FROM AFFECTING w 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 CONTRACTORS RESPONSIBILITY TO PREVENT DUST AND SEDIMENT FROM LEAVING THE SITE THROUGHOUT THE DURATION OF CONSTRUCTION. � LEECHING POOLS 2,587 AT THE BASE OF DRYWELLS AND SANITARY SYSTEMS. 9. THE CONTRACTOR SHALL REFER TO THE PROJECT LANDSCAPE PLANS FOR DETAILS RELATED 7 THE CONTRACTOR SHALL KEEP A WATER TRUCK ON SITE AND SHALL WET DOWN TO THE CONSTRUCTION OF THE DRAINAGE RESERVE AREAS. Drawing Number BASEMENTS 6,464 STOCKPILES AND AREAS OF EXPOSED IMPACTED SOIL AS NECESSARY TO PREVENT DUST. N PAVEMENT 16,464 SUBTOTAL ADJUSTMENTS 65,857 8. ANY IMPACTED SOIL THAT IS TO BE STOCK PILED FOR A MINIMUM 48 HOURS SHALL BE o COVERED WITH PLASTIC. N o TOTAL NET EARTH WORK 65,857 CY— 62,546 CY = 3,311 CY 9. ANY VARIATIONS ENCOUNTERED IN THE FIELD BY THE CONTRACTOR WITH RESPECT TO THIS s � (SOIL REQUIRED FOR EXPORT) SMP SHALL BE DISCLOSED TO THE OWNER AND THEIR ENVIRONMENTAL CONSULTANT IMMEDIATELY. 10. ANY MIXING OF IMPACTED SOIL WITH CLEAN MATERIAL SHALL TAKE PLACE A MINIMUM OF Sheet of > CONCLUSION: 150 FEET FROM THE PROPERTY BOUNDARIES. °o AS SHOWN IN THE ABOVE CALCULATIONS, THE NET EARTHWORK VOLUME IS ESTIMATED AS Z Z V) 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 PROPERTY. GRADES WILL BE ADJUSTED AS NECESSARY IN THE FIELD SO THAT THERE IS NO BE PROVIDED WITH A FACE COVER TO MINIMIZE CONTACT WITH THE IMPACTED MATERIAL. a MATERIAL EXPORTED DURING CONSTRUCTION. 60 0 60 120 > a (n Project Number SCALE IN FEET 29305.00 SCDHS Reference # C10-06-0013 P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00-Open Space.dwg E O u . .Q s gi Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 E 631.787.3400 i f t f E BUFFER AREA AROUND SITE TO REMAIN NATURAL t ±284,076 SF (6.52 AC.) 1000-102-1-9.2 f NOW/FORMERLY OF 1000-102-1-5.2 BARBARA GRATTAN NOW/FORMERLY OF 427 OSTRANDER AVENUE { ROSE'S VINYARD, LLC RIVERHEAD, NY 11901 ' PO BOX 914 1901.44 (DEED) CUTCHOGUE, NY 11935 1904.80' (ACTUAL) - S38'30'50"E (DEED) W S38'24'20"E (ACTUAL) . W W W W . W . W . WWW . WWWW. W . WW WW . WW . W . WWW. WWWWWWWWWWW WW WWW . W. W . WWW . WW . WW.WWW. . `. .W . . WW . WWWWW W . `W '. .W. . N I- w I W W . . . W... W `W . ` . . 7,5 - . . 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N36'54'20"W Harvest Pointe at(DEED) 2009.22' (ACTUAL) Cutchogue Cutchogue New York 1000-102-8-28 1000-102-8-29 1000-102-8-30 o 1000-102-8-22 1000-102-8-24 1000-102-8-25 1000-102-8-26 a NOW/FORMERLY OF NOW/FORMERLY OF 1000-102-8-27 NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF Town of Southold NOW/FORMERLY OF OW/FORMERLY OF t1AM_& VIVIAN VELEZ LINDAC 0 ZORA SORMELEY C 1000-102-8-23 PATRICK-& LESLIE CASEY WADE HUBSCHMITT WADE HUBSCHMITT NOW FORMERLY OF Q JENNIFER & THOMAS FOSTER 2060 HIGHLAND ROAD 209-50 28TH AVENUE No. Revision D ate Appvd st.2890 HIGHLAND ROAD 31 MARTHA STREET CYNTHIA LAKE 1850 HIGHLAND ROADPO BOX 1035 NOW/FORMERLY OF 31 MARTHA STREET CUTCHOGUE, NY 11935 BAYSIDE NY 113602270 HIGHLAND ROAD' 13 TOWN/SCDHS REVISIONSCUTCHOGUE, NY 11935 FREEPORT, NY 11520 CUTCHOGUE, NY 11935 DAVID & DONNA COOK FREEPORT, NY 11520 7/28/17 AVLNY 11935 6 3050 HIGHLAND ROAD- CUTCHOGUE, 12 TOWN REVSIONSCUTCHOGUE, NY 11935 6/14/17 AVL Q 11 SCDH REVISIONS 4/22/17 AVL O 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 9 TOWN REVISIONS 3/27/17 AVL 8 SCDH REVISIONS 3/9/17 AVL Designed by Checked by O Issued for Date July 10, 2015 ®pen Space Site Data SUM1000-102-01-33.3 TOTAL SITE AREA 2,003,582 SF OPEN SPACE REQUIRED: 50% OF TOTAL SITE ® .50 x 2,003,582 SF = 1,001,791 SF 0r OPEN SPACE PROVIDED (HATCHED AREA): 627,548 SF + 78,360 SF + 67,739 SF + 229,839 SF 1,003,486 50% LJ Legend Nn . 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J3 lI i �. t.l .5 0.8 0.7 0.9 b.2 t.l t.l 1.1 b.l 0.1 ! .2 t.3 0.4 t.3 .1 F 'r , t.1 t.1 t.2 t.1 t.1 t.1 t.1 t.2 .1 ... .......... f t.1 t.1 t.3 5.6 1.1 1.2 5.9 b.5 t.2 b.1 J p p..1.. / b.l t.l r f ! f t.1 b.z b.3 5.3 b.2 0.1 b.2 b.3 b.5 1.0 1.7 4.o 1.6 0.9 t,4 b.z b.1 , Exterior Lighting Requirements: A N3 t.1 t.3 t.5 t.6 t.5 t.1 t.1 t.2 t.4 t.6 t.7 b,8 t,8 t.6 t.4 t.2 b.1 1. THE MAXIMUM ILLUMINANCE AT THE PROPERTY LINE MAY NOT EXCEED 0.0 FOOTCANDLES. 1 j b.l 0.9 0.9 1.2 t I t.l 0.2 t.l b.l t.1 t.1 t.1 2. THE SITE LIGHT FIXTURE SHALL NOT EXCEED 2,700 KELVIN. Y r b.1 b.4 1.0 b . 1.3 b., b.z 10.2 0.1 .1 5.3 1.0 iLl 1. 0 , Lighting Notes: '4 : 1. PHOTOMETRIC PLAN DEVELOPED IN ACCORDANCE WITH DIRECTION b.l i . '.' N� � b.3 b.e 6 t. t � � � � O.z b.s o. .7 b.4 FROM THE TOWN OF SOUTHOLD PLANNING BOARD/DEPARTMENT. 6.2 5.6 b. b': b.4 rn rn -H'a'"" .3 ^'T _ t.2 0.6 1. ✓fro 0.9 0.1 z tk' 2. PHOTOMETRICS PROVIDED BY ANPLIGHTING INNOVATIVE SITE 6Jr 1 0.3 b.4 b.z 0.2 t.7 1.7 1.4 t.z � r' t "'' }., LIGHTING. r �43 s {I J b. b.z b.z t ib.1 _ t.2 t c' t.7 1.4 t.2 3 1., 3. LIGHTS TO BE PROVIDED AS SHOWN OR APPROVED EQUAL IF rt. CONTRACTOR PROPOSES DIFFERENT SITE LIGHTING THEY ARE 0.2 0.7 1.2 4 0.9 t.1 REQUIRED TO PROVIDE PHOTOMETRICS BY MANUFACTURER WHICH DEMONSTRATES THAT IT MEETS THE REQUIREMENTS OF THIS 7 t•' PHOTOMETRIC PLAN AND THE TOWN OF SOUTHOLD. I0.1 0.2 b.3 b.3 0.1 4. MOUNTING HEIGHTS SHOWN ARE FROM GRADE OF THE t.l b.1 o.z b.l 0.1 SURROUNDING AREA. t.1 t,2 t. .b:. t.1 5. ALL LIGHTING SHALL BE SHIELDED TO PREVENT SPILLAGE ON ALL ,. >� t.l 0.1 ,. RESIDENTIAL USES SURROUNDING THE SUBJECT PROPERTY AND t.2 t.4 t 5 .s St } MEET THE TOWN'S REQUIREMENTS FOR DARK SKY COMPLIANCE. '.. J 1 t.3 t.e 1.0 t.4 ,,� 6. SEE ARCHITECTURAL PLANS FOR INFORMATION RELATED TO I BUILDING MOUNTED LIGHTING FOR THE BUILDING ENTRIES. % .1 t.4 1.0 7. CONTRACTOR SHALL COORDINATE WIRING OF LIGHTS PRIOR TO 5.1 0.5 1.3 b.7 0.6 t.l INSTALLATION. CARE MUST BE TAKEN TO NOT INTERFERE WITH ' OTHER UTILITY LINES. PULL BOXES TO BE INSTALLED AS I 0.2 0.5 I. i.e 1.5 t., t.l -' I NECESSARY TO ROUTE CABLE. b.2 b.5 e;: .9 0.7 0.1 ` I 8. CONTRACTOR TO COORDINATE ALL CABLE/CONDUIT SIZES WITH b.1 t.3 4 . t.5 t.3 ELECTRICAL ENGINEER AS WELL AS MANUFACTURER 0.1 REQUIREMENTS. t.1 t.2 .2' 0.2 t.1 0.1 t.z t.z t.l 9. 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N 0_ r7 3 ADDITIONAL WALL LIGHTS FOR UNITS 7/28/17 AVL � I r7 N 2 TOWN REVISIONS 1/3/17 AVL N I 1 FEIS SUBMISSION 5/20/16 AVL r` o Designed by Checked by i Issuedor Date Q July 1, 2015 0 Not Approved for Construction I 0 a IZ f J j J �J Cn U Q u N �N Drawing Number � � IO Ngift 0 I O Lis 2 IL A V r., Q Sheet of -0 40 0 40 80 2 3 r- 0 SCALE IN FEET 0 N 1 Project Number 29305.00 \\vhb\proj\Longlsland\29305.00 Heritage Cutch ogue\cad\Id\Planset\29305.00_Lightin g.dwg 0 E.1 E.1 E.1 E.1 E.1 E.1 E.1 E.1 OV -1 I E.1 E.1 E.1 E.1 E.1 E.1 E.1 E. E.1 E.1 E.1 ❑ .1 .1 E.1 E.2 70.1 .30❑ .1 Jd t E.1 E.1 E.1 E.2 E.2 E.2 E.2 .1 E.1 t.l E.1 E.2 E.3 E.2 E.2 E.1 t.l E. E.2 E.3 E.4 E.5 E.3 E.2 1.1 E.1 E.1 E LLU .2 t.3 .3 .3 2 E.1 E.1 E.1 E.1 t.3 E.6 1.1 1.2 E.B E.3 E.1 E.1 E.1 E.1 E.3 E.6 E.9 t.7 E.4 .2 E.1 E.1 t.2 E.4 E.7 E.9 E.7 t.9 E.2 E.1 E.1 E. E.3 E.8 1.5 1.6 1.0 t.9 1.2 E.1 E.1 E.1 E.1 E.1 t.l E.1 [gra E E.1 E.1 E.3 E.7 1.8 t.7 t.l t.9 .3 E.1 E.1 t.l E.1 E.3 E.8 t.0 t.9 t.2 E.9 E.3 t.1 E.1 E.1 E. t.5 1.7 43.5 43.8 t.3 E.8 .2 E.1 E.1 L' E.1 E.2 E 5 1.5 43.1 t.3 1.9 E.7 E.2 E.1 E.1 E.1 E.2 E.2 E.2 E.1 E.1 E.1 E.1 E.1 E.3 1.2 t.3 4 9 43.7 1.6 E.1 _ 1 E.1 ❑❑ ❑❑ E.1 E.2 E 7 t.2 44. 44.9 t.e E E.1 E.1 E.4 1.3 t.4 0 t.7 S.s E.4 E.1 E.1 E.3 E.6 E.6 E.7 E.4 E.z E.1 A A A"'J A E.8 1.9 t.7 t.0 E.8 E.3 E.1 t.l <a 41.3 t.9 44.9 43.5 1.4 ' 17.1 A Engineering, Surveying & Landscape Architecture, PC A Unit B Unit B1 Unit B2 Unit C Unit 100 Motor Parkway E.1 E.1 Suite 135 E.1 E,1 E.2 Hauppauge, NY 11788 E<1 E.1 E.3 tB 631.787.3400 E.1 E.z E.7 1.9 t.0 E.1 E.1 E.1 E.1 E.3 1.1 t.2 E.1 E.1 E.2 E.1 E.1 E.2 E.1 E.2 E.3 .6 E.e E.1 E.1 E.3 8 E.1 E.1 E.3 t.0 E.1 E.1 E.3 E.7 .e t. A El E.1 t.2 E.7 t.0 E.1 E.1 E.4 t.3 .4 44.8 E.5 1.6 t.6 44.5 43.0 E.1 E.3 41.1 t.l E.1 E.4 41.3 A E.t] E.3 E.9 1.9 t.3 41.5❑ E.1 E.3 1.0 E.1 E.2 E.3 E.6 E.7 E.s B B E.1 E.1 E.1 E.1 t.2 E.2 E.2 E.2 1.3 t.7 •.e t.0 1.6 E.6 E.2 E.1 B41.0 42.1 43.3• 43.5 t.3 1.0 E.3 E.1 E.1 E.1 E.1 E,1 E,1 E.2 t.3 E.6 41.6 43.0 .8 t<7 41.3 E.5 E.2 t.l E.1 E.1 E.4 41.0 t.l t.7 t.3 1.2 E,5 E.2 E.1 A 44.7 t.5 E. E.e 41.9 1.2 t.3 1.5 E.7 E.3 E.1 E.1 E.1 E,1 E.1 E.1 E.2 E.5 1.3 1.4 1.8 1.2 1.1 E.4 E.2 E.1 ❑E.2 E.5 41.0 41.3 1.1 E.6 E.3 E.1 E.1 ❑ 43.1 41.7 E.7 t.5 t.7 1.0 1.0 E.7 E.3 E.2 E.1 E.1 B E.7 41.9 43.2 • 43.7 t.5 1.1 E.4 E.1 t.l E.1 t.1 E.1 E.3 E.7 41.2 41.5 1.1 E.6 E.2 E.1 E.1 t.1 E.1 t.2 E.4 E.9 t.4 E.3 E.1 E.1 t.l 1.1 E.7 E.9 E.3 E.3 E.4 E.3 E.3 E.2 E.1 E.1 E.5 1.3 t.6 43.5 t.8 1.5 E.6 E.2 E.1 E.6 1.4 t.9 t.7 t.9 E.9 E.3 E.1 E.1 E.1 t.l t.z t.3 E.4 E.5 E.4 E.3 E.1 E.1 t.l E.1 E.1 t.z t.l E.1 E.1 E.1 E.3 E.3 E.2 E.2 E.1 E.1 E.1 E.1 E.1 E.1 E.3 E.e 1.7 t.2 1.8 1.0 E.9 E.2 E.1 E.l E.1 E.3 E.7 1.2 1.3 E.9 E.5 E.2 E.1 E.1 t.l E.1 E.1 t.z E.2 E.2 E.1 E.1 E.1 E.1 E.1 t.l E.1 E.1 E.1 E.1 E.1 E.1 E.1 E.1 E.1 b.l E.1 E.1 t.l E.1 E-2 E.4 E.7 E.9 E.8 t.4 t.2 E.1 t.l E.1 E.1 E.2 E.3 E.4 E.4 E.3 E.2 E.1 E.1 E.1 E.1 E.1 E.1 E.1 E.1 E.1 E.1 E.1 E.1 E.1 E.1 E.1 E.1 E.2 E.3 E.3 t.3 t.2 E.1 E.1 E.1 E.1 E.1 E.2 E.2 E.1 E.1 E.1 E.1 E.1 E.1 t.l t.1 E.1 E.1 E.1 E.1 E.1 E.1 E.1 Unit Type A (48 Units) Unit Type B (26 Units) Unit Type B1 (34 Units) Unit Type B2 (12 Units) Unit Type C 4 Units yp ( ) Calculation Summary Calculation Summary Calculation Summary Calculation Summary Calculation Summary Label Units Avg Max Min Avg/Min Max/Min Label Units Avg Max Min Avg/Min Max/Min Label Units Avg Max Min Avg/Min Max/Min Label Units Avg Max Min Avg/Min Max/Min Label Units Avg Max Min Avg/Min Max/Min Unit A-Front Fc 0.68 4.5 0.1 6.80 45.00 Unit B-Front Fc 0.62 3.8 0.1 6.20 38.00 Unit Bl Front Fc 0.70 4.7 0.1 7.00 47.00 Unit B2 Front Fc 0.59 3.5 0.1 5.90 35.00 Unit C Front Fc 0.64 3.7 0.1 6.40 37.00 Unit A-Rear Fc 0.79 4.9 0.1 7.90 49.00 Unit B-Rear Fc 0.74 4.9 0.1 7.40 49.00 Unit B1 Rear Fc 0.69 4.9 0.1 6.90 49.00 Unit B2 Rear Fc 0.70 5.0 0.1 7.00 50.00 Unit C Rear Fc 0.76 5.0 0.1 7.60 50.00 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 Luminaire Schedule Symbol Qty CalcType Label Arrangement Lamp Lumens Total Lamp Lumens LLF EI248 Illuminance -015 GB 700WSBOW4W-LED830 SINGLE WALL LIGHT AT UNIT ENTRANCES MOUNTED 8.5 FT 699 173, 352 0.800 • 124 Illuminance -015 GB 700WSBOW4W-LED830 SINGLE WALL LIGHT AT UNIT GARAGES MOUNTED 10 FT 699 86, 676 0.800 Total 260, 028 Photometries for Wall Lights at Residential Units 1" = 10' Total Lumen Calculations BOWMAN 4 V,!ALLSCONCE �� TECH LIGHTING Luminaire Schedule Qty Label Arrangement Lamp Lumens Total Lamp Lumens 1hr.?'`a,'"=,i.^�.i;'.t c.l,=T'r#fig itT � --ifi•i Li'aC),,:.<,';�;.r;,is.r.€r,�.'.>rW=itr•:,,it-�.':5,for incloof,i.-;rl 248 -015 GB 700WSBOW4W-LED830 SINGLE WALL LIGHT AT UNIT ENTRANCES MOUNTED 8 . 5 FT 699 173 , 352 o, •r':-'nor 3311 ,_::i.C:,;.. I7," L�+'t<,",',7:f ri':.ftir..f.e'. t ' `!t?tir7 •,-f t0 r;ri 7'ii f"::.::s,r 31^„'f i�:l,74 ntj..'l ,'it';CI ,. r `;..r . ,, 124 -015 GB 700WSBOW4W-LED830 SINGLE WALL LIGHT AT UNIT GARAGES MOUNTED 10 FT 699 86r676 38 LA7811P029LD4NT327K SINGLE 14 ' POST TOP 2 , 700 102 , 600 High quality LM80-tested LEDs Total 362r628 forconsi�tent lon�r=I.fe performance and color Outstanding protection against the elements: •Marine-grllde powder coat finishes •Sta.nless Steel mounting harch4;are �M � .. .• • mpact-reslstaftt, staalllzcd frosted acrylic lcttsing ., ro".•.�w-�,.,,.,.,�, ....,,,�,.,....�,.._.,,.,,,,� ,�,, ... -��.,�..w�,. �.._ ..... .. ... ... ...,�a�,,,�,�,�a. .„ ..,.,,�.,, .:,,.-..,.,».�,,,,,„,.,.,...a..F.._,'�•� '- FIT ,.; .- .. _m .,_, ., „_ ,. ,s.,H,-.,_.M,,_,.,..> , VVIKIG Dr:tvtFrD; R.'FN: r.., .. � .., Project: .. .... .. : Project: aem � Fixture Type: Quantity: Fixture Type: Quantity: �G s rV a' 4j �':AT-5 t7r h:r� •'4:: ' YP Y� PROPO_ Customer: Customer: ' F, C _ •q ..,,,.,bg4t� + �imt0 tA� a e»x�5 f?I°,'f,'it3,._ f �. - C ,>.,,�«<.. ..> .. ,. ..: ¢ CY-E'I✓5\ u __^ 5 T SMM s> o . �L RUM"; m, R„ LED PERFORMANCE PLATFORM SPECIFICATION: Matle N YSA I't';HTIA5T"Rljl`10^� _,.„, 151/2" - ..- .. . - ( ,-�_-4v _.�,•.U.,•,.F F,()V,1iY1A.N4 FOL'<Wv1A:P 4 MODULE PLATFORM Efficacy ranges from 80-115 lumens per watt i � eU,tn4,,•3;,KN P.".O'.;tdTlr�!O[li'?;:_>;,, t:a,•:r. �:t;° t, Material: finish: - � u All arts are durable 356 cast aluminum A polyester powder coat high quality LED System LED System Customized lens precisely directs the light E PPP, • ;;;1;;., an high strength aluminum, finish Is electro-statically applied and Wattage CCT Lumens Wattage Efficacy Wage CCT Lumens Wattage Efficacy P y 9 4 All hardware provided shall be stainless baked at 430"for exceptional durability I Operating temperature of-30C to 55C +• steel or zinc plated steel. and color retention. Products undergo l l Llai E;, s P 9 16w 2700K 2000 19w 125 29w 2700K 2700 30w 90 • w an intensive five-step cleansing and Dimmable 10%-100% y _, Fixture MounPting: pretreatment process for maximum w w 29w 3500K 2700 30w 90 i " CC:-�'`:!%:`<'•i'N >Eta '- ."' ""' Post Mount: os Cap with set screws. paint adhesion. 16 3000K 2000 19 125 : Life:L70 is 60,000 hours ,f/� w,w.,•`�<.• Fits 3 and 4"poles. 16w 3500K 2000 19W 125 29w 4000K 3600 30w 120 (l;r•?aa'tiG i t-a,':c'i Q, - 221/2 Marine rade finish provides superior CCT:2700K,3500K,4000K and 5000K r, Drivers: salt,humidity and UV protection, This 16w 4000K 2000 19W 125 29w 5000K 3600 30W 120 a D^,RK 5K, Cr• ii e*,r LED; See page 2 for LED engine and coatingwithstands up to 3000 hours - CRI:>70 @ 5000K .-.--.- _ ... - driver specl6cahons, of continuous salt spray,comes with ,, = 24w 2700K 3000 28w 125 46w 2700K 3450 46w 80 Parallel circuity ensures consistent light output th'i•T L eTr"r ,,.,, ,;, a 5-year warranty and Is available in I Y 9 P Electrical: eitlTer a textured or gloss surface. in the event of single LED failure gC:WMAN 4 BOWMAN : Approximately 12 of pull wire extends 24w 3000K - 3000 28w 125 46w 3500K 3910 46w 85 6i:•:"--t.sl:,'" 3"'.1 a4 from luminaire. Additional pull wire Modifications: - "" �'" - - -- -• - ` ,`;r.•'in provided for post mount arms and wall Consult factory for custom or modified 24w 3500K 3000 28w 125 46w 4000K 5014 46w 109 F kt fl3,t'' mounts. luminaires. 24w 4000K 3000 28w 125 46w 5000K 5290 46w 115 PLATFORM DRIVER SPECIFICATION: L.ti'<;' °i: FIr.'ha A" ..n„ 37w 2700K 4000 43w 108 t • Operates at 400mA ection 3t«,-'t>:R.rne.F. >:,;*:!e ss cE: Weight: 281bs 37w 3000K 4000 43w 108 LA781 37w 3500K 4000 43w 108 Constant currentBuilt in surge output50/60HZ t.°r=-, s.7,'f-:'s.Y•Cc:,t EPA: 0.8 LA781, 1 P046LD4 N, T5, 40_K: ,PC PA5651„ •,72 37w 4000K 4000 43w 108 Driver Efficiency>90%power factor above 99% LED -. - a Q O O BUG: 'See Table Below - ( 120-277 volts Luminaire Pendant or Light Source Dimming Optics CCT Accessories Mounting Flnish Series Post Mount &Wattage Source MODULE SPECIFICATION: MODULE LISTINGS sr. i- !.-'.:•;,,•,:,, _._....... _.. is s from 125 lumen per 1 ; 2 3 4 5 6; , , g Efficacy range f 97- s e INNOVATIVE SIT L I G H T I N • Dimmable 5%-100% •Fully compliant with the RoHS Directive PLATFORM LISTINGS LA781 £ v N^ Life:L70 is 50,000 hours •Certifications:CE/UL/ETL •Fully compliant with the RoHS Directive j CCT:2700K,3000K,3500K and 4000K •Certifications ETL FIXTURE ORIENTATION COLOR TEMPERATURE(CCT} MOUNTING SOURCE CRI:>90 •Rated IP65 with an optional IP66 rating 1 Post Platform Module Post Mount Arms Wan Mount Arms € 'See Page 3 for Style/Size •See Page 3 for Style/Size - - - The Heritage at 27K (2700K) 27K (2700K) F _.._. __...__.. ........ ........ _.._.„,_. PA3321 PA8521 WM2141 WM7421 .. - .-..`.- - - .". C O-':L-t7Ri ', tR /Itkt+0f\i 5 PA8571 WM2211 WM8021 MODULE DRIVER SPECIFICATION, '�� I "I-�',.,.. � LIGHT SOURCE 8 WATTAGES _ 35K (3500K) 30K (3000K) PA51 1 DU '' ��t��O e � c 40K (4000K) 35K(3500K) ; , t o PA5411 WM3001 Operates at 440mA to 940mA M va Q• 0-a CF-OD 700WSEOL4! r •r -r fl °P029LD4 29w Platform;400ma Driver SOK (5000K) 40K (4000K) 9 protection 4"U.D.,14'HEIGHT, i g ( ) _ A5611 WM3351 Built m s SMOOTH FINISH m o 0 -• A5621 WM451 Constant current p EXTRUDED ALUMINUM fl P046LD4 (46wPlatform:400maDriver) ACCESSORIES o Cutch a York ti p B 'It' surge ' p 1 Co sta t c t ut ut 50/60HZ a h:. > LE, ° ogue, New O PA5651 WM5131 Driver Efficiency>81/o power factor above 90% -V-u n €1 HSS90 (90°House Side Shield) PA6211 WM5161 120-277 volts Town of Southold M016LD (16w,2000 lumen,Cree module) t w HSS120 (120°House Side Shield) PA6311 WM531t C � U M024LD (24w,3000 lumen,Cree module) < HS8180 (180'House Side Shield) M037LD 37w,4000 lumen,Cree module PP PA7911 WM5601 No. Revision Date A vd. � _ .....,_....._..,_.._ ( ) EMG-LED {I.EDEmergencyDnver,remoteplacemertt) WARRANTY a HLMSPC (High-Low Motion Sensor/Photocell; PA8o31 WMsstt t•;: ,i'ara:,7f, .3Y- See terms and conditions for complete fixture warranty. DIMMING 0-10v Dimming Required) Column Mount PC (Button Photo Cell) `See Page 3 for Style/Size LED warranty information N (No Dimming) SP (Surge Protector,1 OkA&10kV) •5 year limited warranty on Modules/Drivers D (Dimming;0-10v DC CM Column Mount Q ( 9. ) TLPC (Twist Lock photocell,includes •7 year limited warranty`on Platform LED engines receptacle photo cell) : I1AND I IDLE WIRE ACCESS FINISHES L0 4s TL (Twist Lock receptacle only) •5 year limited warranty"on Platform Drivers 18"ABOVE GRADE ii s OPTICS 3 ADDITIONAL WALL LIGHTS FOR UNITS 7/28/17 AVL TL5 (5-pin Twist Lock receptacle) Standard Marine standard Marin. CAST CLAM SHELL Grade Grade Grade Grade L t _4"; 1 I 15 r, ! Platform Module - TL7 (7-pin Twist Lock receptacle) - - : *Limited Warranty: A typical year is defined as 4380 hours of operation.Failure defined as more than 8%of the total platform LED's not operating. CAST CL _ ^Orrin Lo y / 2 TOWN REVISIONS 1/3/17 AVL 40 NA Raw UnSrasheA 53 700 Copper Clay v r T2(Type II) T5(Type V) -. ..._... _. ... ... ... ......... .... ... 47 701 Black 56 109 Silver - T3(Type III) 42 102 Forest Green 6t tOs Black Verde / 1 FEIS SUBMISSION 5/20/16 AVL ' 43 114 Bright Ratl 70 118 Painted Chrome - ""- -- -' 75(Type V) g Designed by Checked by O 107 White 71 105 Painted Copper (, ,.�<� 45 112 Bright Blue 72 108 Textured Black Or"Y"'`,J t`?'.•!C i(t l e.,3 ` "'' BUG 46 123 Sunny Yellow 73 125 Meve Black _.._......_._..-__.._._____.___.__..._.._._.._.._._._._....--._..__...._.._....._....__.._.._._..._.._......_._._......__.._.._...._....____.._.._......_.._.___._._.-._.._._..___._..-. _______.__.__.--__-__._.._..__._.__.._._......__.--_----._.__....._......_......-...... * RATING TABLE Textured ANCHOR BOLTS Issued for Date 47 120 Aqua Green 76 121 Architectural IN CEMENT FOOTING 60Vlreva�'N4 B1-U3-G1 P046LD4NT340K Bronze (FOOTING DESIGNED AND r `":;"_'';t 63-U2-G1 P046LD4NT540K 49 NA Galvanized 77 127 Textured White INSTALLED BY OTHERS) JOB,HARVEST POINTE AT CUTCHOGUE July 1, 2015 � _ 50 111 Nary 78 124 Textured Silver Q '..t, ,:;,�- t 51 103 Architectural 10 130 Aspen Green 9044 Del Mar Ave- 'pl ` Montclair,Ca.91763 Bronze I;! w ar w r. GRADE LINE , O ,,.E�,, _ .,1, sz tax Patina Verde 11 131 cantaloupe - (909)982-1807 O 12 133 Lilac 13 132 Putty a r,,.- I G (909)985-4370/fax ,, s f ,;, .J, :✓ ';\ tNNavArE�rEst��t�Nr�N Not Approved for Construction t Consult factory for additional paint charges and availability ; o c j jn �,% •,r,r .y�\ DWGNUM11ER FINISH: 4TOBEDETERMIJED DRAWING uv,K. LENTZ 4 1 .' t7tt' 16, 5n' tAr ©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 DATE: SCALE: QTY: SHEET • _0 90 - - - ANP reserves the right to change material or design,without prior notice,in a continuing effort to upgrade its products. ANPlighting.COm ANP reserves the right to change material or design,without prior notice,in a continuing effort to upgrade its products. ANPlighting.00ltl 06/30/17 NTS l of 3 I 408 327 J 245 U 163 Q � 82 Drawing Number 163 ..... r ?45 t f 327 L19 3 O141,8 . _ -- f 5c 490 _..••-_......_._.....::I .,+•: _`........... ............. Q TEC H LIGHTING' Sheet of 03 3 GENERATION E'.:- ^ata`'•: '.,1'hr-Tri^ ..y"yt,,:,, ,:. ,Fry•tel.i,"+d< s•k.- .,•j ,.lira .., ., Tt t.r,,: 'r,,, c'4rv; t;ch.g-,.. ., - ,,t::; 'oF•t-A" > w Project Number 29305.00 \\VH3\PR0J\L0NGISLAND\29305.00 HERITAGE CUTCHOGUE\CAD\LD\PLANSET\500' RADIUS MAP t`u 7 8 ® ® � � � ® � ® N o ® ® ® ® � ® � ® 9. 1 ® 17 g 6. 1 p � Q ' 26 13 CUTCHOGUE SCHOOL s N 4t' DISTRICT Nr\ 5 N 12 . N p O 25 ZONE: R-40 9. 2 O N (RESIDENTIAL LOW o p Q 11 • • DENSITY AA 24 Engineering, Surveying & ® 5. 2 n 00 ZONE: R-80 (RESIDENTIAL LOW DENSITY A) Landscape Architecture PC Q ` J • • p O 100 Motor Parkway w , 1Suite 135 CID00 2 9 ZONE: R-4 0 Hauppauge, NY 11788 7 631.787.3400 1901.44 (DEED) ® NORTH S I I ® I N S38 3050»E ZONE: R-80 1904.80 ACTUA ■ ® ° ® ■ ■ ® . . ■ N ZONE: HB ZONE: BT ZONE• HD w � Z� �O O �1 MOO 0M ® 9. 2 '3 1 ®�� ^^® �, 23. 1 O -, -, > 0 0 o 4. 6 0�0 ---A 4. 5 Gj oC 4. 4 c�� 0 S37°04'40"E -' J ' ■ ■ ■ ■ Q ® N 77 269. ACTUAL W ~ w N ® Q (ACTUAL) �®®wv O z Q ® 273. 68' (DEED) o o� _ • orn CNN 9. 4 �4(/'* 4. 7 ' ' ZONE: HD (HAMLET DENSITY RESIDENTIAL) C d r< EVERGREEN DR. ® Qn __J J GRIFFING ST. N . S3 7°04 44 E o .� SUBJECT PARCEL 95. 00 w 0 4. 8 o m N ZONE: HB ® gymL0 ,6 ® S37°13'30"E (DEED) c 102Ln . N n (HAMLET BUSINESS 1 37°04'30"E (ACTUAL N N 1_0 1 (n 4. 11 4. 10 4. 9 ® ® ® ��-- ■ ■ ° ® ■ ■ ■ , 221.47 1 N3713 30 W 400. 00 33. 4 100 O p o �N ® d' 33. 3 ' . . I � . . ZONE: ACz) (AGRIC N p p O ® p 33. 5 N ® CONSERVATI p p NtSTATE OF Legend ON) N N NEW YORK ® • _}_® ZONE: ® 500" RADIUS 18. 1 -+-®�--�- ® � ZONE: R-40 3. 3 • • w ® Oil 0 ■ SUBJECT PROPERTY COUNTY OF 3 4 'D o �� . 4(1* ROMAN CATHOLIC CHURCH SUFFOLK o OF THE SACRED HEART I I I I I I I I I SECTION LIMIT ca DEVELOPMENT a- o RIGHTS o Ln ►� o '� ® I I BLOCK LIMIT N <t- �' ® ZONE: HD z ® I ® I ® ZONE LINE III BLOCK LINE ' 36054'20"W ZONE: R-40 2009.22 ACTUA ° ® ® ® ® 1 41111112111 ROW LINE III I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 2009.51 ' (DEED) 490 SECTION NUMBER ru SECTION LINE - VION ® 22 2 4 25 26 27 2 2 9 8 3 BLOCK NUMBER - � 23 31 101_ _ = - � - 30 32 33 34 Z NE: R 40 ( SIDENTIALLOW DENS Y AA) <5` 4 LOT NUMBER -F I I I I I I I I I I I I I I + n HIGHLAND r ROAD 21 . 3 21 O 37 4(- 13 z 9 8 ECHARGE r 7 6 BASIN 5 4 = O 14 D z � TOWN OF 3 - ; � SOUTHOLD - o 8 19 20 100 0 100 200 ® Q = 12 10 1 REV. OWNER'S LIST 12/29/15 SCALE IN FEET = �_� 15 � 6 7 8 9 10 7 11 z No. Revision Date ppvd. Owner List Designed by DP Drawn by DP Checked by AL DISTCAD checked by CS Approved by KW : 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 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 Scale , Date 17150 CR 48 JUNG JEAN T BARBATO KERRIE J ZAHRA JEAT T KOEHLER FAM LTD PTNRSHP SALICE THOMAS P 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 PO BOX 957 7800 CALLE PINABETE 1142 GLENDON WAY D°ELIA CHARLENE E MARTILOTTA ROSEMARY ROMANELLI PAUL LAKE CYNTHIA GAMMON VICTORIA Project Title 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 MATTITUCK, NY 11952 FARMINGDALE, NY 11735 CUTCHOGUE, NY 11935 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 wHITESTONE, NY 11357 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 The Heritage 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 BILK: 5 LOT: 9.4 DIST: 1000 SEC:102 BLK: 7 LOT: 8DIST: 1000 SEC: 102 BILK: 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 At C u tc h o g u e 1 2017 DIST: 1000 SEC:102 BLK: 8 LOT: 5 4UG 1 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 Southold TOW" 11 PO BOX 957 1750 EVERGREEN 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 Cutchogue, New York Planning Board CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CURRRENTRENTUSE: 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 CURRENT USE: VINEYARD CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC: 102 BLK: 1 LOT: 8 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 of Southold Town DIST: 1000 SEC:102 BLK: 7 LOT: 9 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 BLIssued for K: 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 PO BOX 957 1650 EVERGREEN DR CURRENT USE: ONE FAMILY RESIDENTIAL 725 SCHOOL HOUSE RD PO BOX 1048 CUTCHOGUE, NY 11935 DIST.: 0200 SEC.: 102 BLOCK: 1 LOT: 33.3 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: CROW & CROW BARRY ROBERT CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC:102 BLK: 7 LOT: 10 DIST: 1000 SEC:102 BLK:8 LOT. PO BOX 871 Not Approved for Construction 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 APRT RIVERHEAD, NY 11901 Drawing Title MAUCERI MARYANN FORTE EDWARD 1855 DEPOT LN DIST: 1000 SEC: 102 BILK: 1 LOT. 26 HANNABURY MARY A 1350 CROWN LAND LN SPATH GARY G HALL THOMAS COOK DAVID A 209-50 28TH AVE 1455 EVERGREEN 11 FORTE SUSAN CUTCHOGUE, NY 11935 DIACHUN BARBARA SCHOOL HOUSE RD CUTCHOGUE, NY 11935 SPATH NANCY J HALL KATHLEEN COOK DONNA M BAYSIDE, NY 11360 S OO' Radius Map 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 p CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 PO BOX 296 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 Reference 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 BILK: 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 BILK: 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 MANNING LAWRENCE DIST.KRASNER ROBIN CASEY PATRICK J JR CUTC1370H HIGHLAND 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 ---------------------------- CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 2275 HIGHLAND RD CUTCHOGUE, NY 11935 2890 HIGHLAND RD 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 CURRENT USE: ONE FAMILY RESIDENTIAL MATTITUCK, NY 11952 HENDRY LENORE CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL SLEDJESKI THOMAS DIST: 1000 SEC: 102 BILK: 1 LOT: 4.6 DIST: 1000 SEC: 102 BILK: 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 Drawing Number 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 SLE HIGHLAND RD 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 JOHNMAURP N DIST.HUB1 00 WADE 1170 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 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 50 N PARK AVE ATTN: JOSEPH E. NOLAN SALICE GARY J2945 HIGHLAND RD CUTCHOGUE, NY 11935 FREEPORT, NY 11520-6239 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 ROCKVILLE CENTRE, NY11571-9023 SOUTHOLD, NY 11971 2120 CROWN LAND LN RT E JR CURRENT USE: CHURCH CURRENT USE: RESIDENTIAL VACANT LAND CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL SAYRE DIST: 1000 SEC:102 BLK:8 LOT:26 SAYRE ROBERT JEANTTE F Sheet of CURRENT USE: ONE FAMILY RESIDENTIAL 1 HUBSCHMITT WADE 970 HIGHLAND RD 1 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 29305.00 500' RADIUS MAP.DWG D C) C-�c) Zo M - � � D a � � z Z F-4 Fri • o � p � a a i ) rri o zoo nD a oa ` / 4NO11401030 AWHOW 3Nl2UL4 Z 379/S Od YO-4 034y3S3y m Z � CD :70 a ZZ61 s31 7/HdW 0314 LFS9 'ON Old tb W1S3 ONW7HO/H -40 dWIY„ 54 Z a £F 107 ' Z£ 107 tF 107 OF 107 6Z 107 (0330) .19'600,7 o 8Z 107 LZ 107 9.7107 SL 107 o o aN y 74(1[04 ZZ' )00Z © o a �` x # % ti M«OZ,1►Sr9FN 4 a X lbae Xid y n {dIDtic xx c� kj` X � X �� ,��'� M cam- ✓ p —__,cc �, °L PA J. 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E � � � -- f€ „ N_ ,.Fb E .. �' f��j% ✓r /`' P� ' x ., � x = ., _ ,. i r, s ' }{ s +, 3 : { f , w µ r. : i i , € , r s , 3 i c > 3 : , f { f ^f , AUG 1 12017 s Southdld Town ' Planning pard _ E .. The Heritage at age _ Cutcho ue , „ Ii .._ Cutcho ue, New York } i € Town of Southold ' tt : No. Revision Date Appvd. C t. J € ' QE N7 C6 d 1 TOWN REVISIONS 1/3/17 AVL r p - Designed by Checked by 30N CD N Issued for Date October 18, 2015 D Q 6 -U Not Approved for Construction 9 o e � w Cn SU-30 - Sin le Unit Truck N Overall Lenqt 30. 000ft Overall W i d t 8. 0 0 0 f t Drawing Number Overall Body Height 13. 500ft Min Body Ground Clearance 1 . 367ft ANEW Track Width 8. 000ftC\J °o yo Lock— to— lock time 5. 00So �� %0 � 1_ R= 29U D CC 73 80 0 80 �6o Max Steering Angle (Virtual ) 31 . 80 Q Ufa, W �i' -� . Sheet of 2 SCALE IN FEET m2s ` , ?�' 2 2 �OFESS\SNP Project Number 6 29305.00 Cn \ � \ \\vhb\pro/\Long|a|ond\29305.00 Heritage Cutohogue\cod`Yd\p|onaet\29305.00_Phosing - Revioed.d~g ' ` ~~~ PROPOSED PROPERTY MONUMENT ATMIDPOINT OF 190144^ (DEED) En \ �-- ' L-- --------- PROPERTY LINE 1904.80' (ACTUAL) S,38*24'20"E (ACTUAL) cl NATURAL BUFFER (NOT TO BE CLEARED) 03 S37*04'40"E 269.77' (ACTUAL) Engineering, Surveying & fit Landscape Architecture, PC Q__ OF 'L� 0 01 100 Motor Parkway P S C: Hauppauge, NY 11788 V 631.787.3400 LP L CP N1. STREET kJ 01 Ln Irw S37-04'30"E (ACTUAL) 221.JL M PHASE C: 0 PHASE 4 37*1,3'30"W 400.00' -00 PHASE 3 P >/ IL Intl Legend TY PHASE 1 00 AS \N PHASE 3 PHASE 3 ITT" I NATURAL BUFFER (NOT TO BE CLEARED '0 PHASE 4 2009.51' (DEED) 2009.22' (ACTUAL) 80 0 80 160 SCALE IN FEET Phasing Notes: The developer's intent is to complete this project in 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. Installation of Gas and Electric Utilities-(4 weeks) - once all of the utilities are installed within the road way, the WILDLIFE SWEEP NOTES: sections provide a detailed outline with approximate time frames for each task. It is noted that there may be Contractor will coordinate with PSE&G and National Grid to have the electric and gas lines installed. All work will Upon completion of the landscaping task, the Contractor will clean the Phase 2 work area and prepare for the alterations to the overall phasing plan within each phase due to weather constraints, constructability, or other be done in accordance with the respective utility specifications. As units are constructed connections to these next phase of work. 1. Sweeps are specifically for box turtles and trees that show signs of I roosting for long eared bats. obstacles unknown at this time. Prior to the start of each phase, the construction manager is required to provide a utilities will be installed. Utility stub outs shall be installed just past the curb lines in order to allow for future connection of all units. 2. April 15 through October 15: Prior to beginning clearing, measures to protect the Eastern Box Turtle must be taken. As a Phase 3 New York -listed species of Special Concern, the Easter Box Turtle requires some measure of protection to ensure that the schedule of work for review and approval by the Owner's Engineer where they are to outline any variations to this 12. Installation of Curbina and Sidewalk (5 Weeks) - Contractor shall construct all curbing and concrete sidewalks species does not become threatened. Species of special concern are protected wildlife pursuant to Environmental plan. within the site. Conservation Low section 11-0103(5)(c). To minimize the loss of Eastern Box Turtles, any clearing at the site scheduled 13. Placement of Road Subbase and Paving of Binder Course (8 Weeks - Once all of the utilities are installed within Phase 3 will consist of construction of 32 residential units and all related infrastructure as shown on the Phasing Plan. from April 15 through October 15 will be preceded by wildlife surveys following the protocol below. INSPECTIONS REQUIRED BY TOWN ENGINEERS the road way. The approximate area of development in this phase is 6.6 acres. Work sequencing will be generally as follows: See note on this plan "Town Engineering Inspections Required in Each Phase of Work". a. Surveys for Eastern Box Turtles must be led by a herpetologist or wildlife biologist with experience locating wild box turtles, and their qualifications provided to the Planning Board for approval prior to the surveys being conducted. It is noted that the road section must be stabilized with the subbase course RCA or stone coareacte blend prior to any Steps 1 & 2 (2 Weeks). - See Phase 1 b. The Survey effort required must equal the following: area of impacted x 4 person-h ours/acre = total person-hours of CLEARING NOTE: work related to the buildina construction can commence. This base must be maintained on a dailv basis as needed survey effort. It is noted that the above tasks may take place concurrently with the final stages of phase 1 in order to c. Timing of Survey. LAND AREA TO BE CLEARED SHALL BE MARKED PRIOR TO CLEARING, INCLUDING IDENTIFYING THE EDGE OF THE to allow for the un-impeded movement of emergency vehicles (if RCA is used it must meet the NYS specifications). c.a. The Survey for Eastern Box Turtles must be conducted Immediately preceding clearing activity. NATURAL BUFFER AS SHOWN ON THE APPROVED SITE PLAN AND SHALL BE INSPECTED BY THE PLANNING BOARD OR minimize construction duration. c.b. Surveys must be conducted at the time of day and during weather conducive to peak activity for turtles, to the greatest extent practicable and as advised by the herpetologist. THEIR DESIGNEE PRIOR TO ANY LAND CLEARING. 14. Foundation Construction (32 Weeks) - The Contractor will construct the foundations for all units within this phase. d. Prior to clearing, temporary barriers of wire-backed silt fencing shall be installed around the limits of work and turtle It is noted that this task will be completed simultaneously with the site work listed above. Steps 3 through 7 (8) Weeks - See Phase 1 surveys must be conducted. Below is a per phase description of the work to be performed. 15. Unit/Clubhouse-Construction (40 Weeks - As foundations are constructed, the Contractor will begin constructing e. Installation of the temporary barriers must minimize vegetation disturbance. No clearing may occur outside the Limits of the units and club house structures and interiors. It is noted that this task will be on going throughout the 8. Rough Gradina and Earthwork (6 W - The Contractor is to perform rough grading of the area of work. This f. The bottom of the silt fencing must be buried in a 4-ionch deep trench. The trench must be backfilled and compacted. Phase 1 duration of the work as foundations are constructed. includes earthwork necessary to achieve approximate grades, excavation for drainage reserve areas, bringing the If it is not possible to dig a trench, then the bottom of the barrier must be affixed to the surface. road bed to approximate subgrade elevation. It is noted that all rough grading shall be done to direct stormwater g. Once Installed, the barrier shall be taut between the stakes. Slumps or loose materials will undermine the effectiveness of It is noted that the parking lot of the community building shall be stabilized with RCA or cogreacte blend subbase runoff from the construction area to the drainage system in accordance with the SWPPP. the barrier. No hay bales or other backing material shall be used. Phase 1 will consist of construction of 34 residential units and the Clubhouse as shown on the Phasing Plan. h. The limits of work must be encircled completely by the silt fence to exclude turtles from entering the area, but able to The approximate area to be developed is 19.3 acres. The work will also include construction of the proposed material prior to any work related to the building construction. This base must be maintained on a daily basis as Under this phase of work, the Contractor ma start excavation for and construction of foundations for the be opened for equipment to go in and out during work hours (and closed again at the end of the work day). roadway and parking lots up to the asphalt binder course, and installation of the drainage and utilities within needed to allow for the un-impeded movement of emergency vehicles (if RCA materials are used, it must meet NYS y 1. The barrier should be installed immediately prior to the required survey. E C E specifications). units. j. The biologist leading the survey shall inspect the barrier and facilitate any repairs/alterations necessary to ensure the the limits of work. Work sequencing will be generally as follows: integrity of the barrier. 16. Off-Site Development (3 Weeks) - The Contractor is to install the drainage facilities including all catch vegetation. tabilized by - Contractor to complete work in accordance with the off site 9. Installation of Drainaae Facilities (6 Weeks) k. Silt fence barriers may not be removed from the site until that phase of the project is complete and is s AUG 11 2017 � r' x " xbelow). � including1' Pre-construction meeting /� /�qu �« �/u/ /uw/ og /��u and Planning prior curbing, sidewalk, paving, drainage, etc. Work will also include extension of the nx/othlg water main m oocoroonoo "vs"/spiping «'y*�/u' u///uu/c« wells, etc. within the area of work. Any n*oeaoorY c»n»ent|»»a to drainage 1. Routine silt fence barrier maintenance Is^""�"�od during the Turtle Active Season (April 1st through October 3�t) -to any work' The contractor shall provide surveystake out of limits of work prior to mobilization. An inspection of with the Suffolk County Water Authmhty o» nP|*t*d in the previous phase shall be completed. Once per month o person familiar �t^ barriermaintenance and Installation oho|| �"p"" the borh*' and wu'hot* anSouthold Townyafter erations are leted (see Planning Board work area by the p|onn'n~ Board and Town Engineers oho|| be coordinated after the stakeout is complete. Drainage Systems to be installed during this phase are: repairs or alterations. The turtle bo�i"' should remain tout between otokno and any holes along the bottom repairerepaired.After the inspection, construction fencing shall be installed at the limits of disturbance to avoid any unnecessary 17^ - Th* Contractor shall grade and P|ouo topsoil to meet grades indicated on the Partial 3yatona (Remaining yrnn phone 1). C' H m'Duto�e Turtle Active Smoonn (November 1st through wont 31ot) - If the barrier has been left in place over the winter � , clearing and grubbing' pm/ u' months and construction is on-going o biologist shall conduct on early 000non inspection in |ot* mo,oh or early April t o 2' 18^ or shall install all the bos�a' Lights are t» b� installed Full System Installation: L J' 0 facilitate any repairs or alteration necessary h» the barrier to function for turtleprotection. n^ capturedo on the property as farenvironnonto| sweeps of the areas ^u ~~ ~|~~'~~ `^e~ Wildlife Sweep `"`*s on this �"'v` If "etp/ "c« �"o� there ' Steps 10 through 15 (±80 Weeks) - See Phase � from the »g as possible. Harvest o *nte at is wild life in the area, t | ro| o � that will undisturbed. m |ao, 18' All landscaping indud'n foundation plantings, trees, buffer restoration, seeding, n^ Documentation of dates, times, area covered, names and qualifications of personnel involved and results of the survey oonatruotion will commence (see Wildlife Sweep Notes for details). mulching to be u»» P|ot*d' p*nno»ent and temporary in'/got|o» oyutono will also be inato||od, including the must be provided tothe Planning Department as soon as possible after completion. 3. contractor will construct the staging area and mobilize all equipment and notor/o|o required irrigation *o||o' Pt�� Cutchgue to the site, /nozo|| temporary traffic control devices and implement any rn000urea relative to the Community Air Monitoring Plan and Health and Safety Plan. Prior to work, the contractor shall provide three stop signs onUpon completion of the landscaping task, the Contractor will o|*o» the phoao 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 - tchguev New York pointed stop bora as traffic control at the intersection of Grlffing Street and Schoolhouse Rood to be phase of work. Plan. The approximate area of development in this phase is 6'1 oorea' Work sequencing will be generally as maintained until o time when the off-site |nprnwanont work in completed. follows: own of Southold� ccessroawaysor 20. Contractor oho|| construct the emergency oocono off of w" Revision Date A `mBr|d|e Lone including the fencing, signage, utilities, etc. /t lo noted that the emergency access NOT be used - See Phoa* 1LU . conflicts with all trades, contractors and independent site workers. for construction on000a at any time. o rowmacoxsxonoomS 7/28/17 *xIL TOWN ENGINEERING INSPECTIONS REQUIRED IN EACH PHASE OF WORK:� _0 take o TOWN REVISIONS �� 4' Cnntrootnr aho|| performlimitedclearing fnr inat�||otinn of Erooinn ond Phase-2' THE OWNER AND CONTRACTOR SHALL ENSURE THAT THE FOLLOWING 12 AVL zc Sediment onntro| measures as necessary. The |noot|ono of the ESC measures aho|| be marked out and the Town minimize construction duration. INSPECTIONS ARE COORDINATED WITH THE TOWN ENGINEERING zz scoxxcmooms 4/22/17 «v� o- DEPARTMENT DURING EACH PHASE OF WORK:notified for on inspection by the Town Engineers prior to clearing and installation. Phase 2 will consist of construction of 24 residential units and all related infrastructure as shown on the Phasing m 5' - |n accordance with the S�PPP and tharoa�nn and P|o»^ The oPPr»x| note area »f d* »|»pne»t |» this phase |a G.3 acres. Work sequencing w | be generally oa follows: - Sen Phase 1^ z» «cm5soPHASING PLAN pmTOWN 4/6/17 AVL 1^ EROSION AND SEDIMENT CONTROL MEASURES IN PLACE co Sediment Control P/on, the contractor will install all silt fenoo, inlet proteotinn, tree protootion, etc. as required 2. CLEARING AND GRUBBING, EARTHWORK - INCLUDING STOCKPILING » TOWN REVISIONS 3/27/17 AVL prior to the start of any other work. This took may be done congruently with mobilization. _ See Phase 1 8' Contractor is to perform rough grading of the area of work This AND ANY TEMPORARY DRAINAGE NECESSARY ~ 0. = - � »c|«dea earthwork necessary to achieve approximate grodeo, excavation for drainage reserve oreoo, bringing the J. DRAINAGE FACILITY INSTALLATIONS /« scon«sm�»ws a3/9/17 zr AVL ace concurren inal stages of phose 1 in order to rood bed to approximate aubgrode elevation. It is noted that all rough grading oho|| be done to direct otornwoter 4' ROAD BASE INSPECTIONDesigned~ ~^~~~'G area of disturbance c. well - Relocation P|-� prep-.o- by HB g| runoff from the construction area to the drainage system in accordance with the Syppp' 5' UTILITY INSTALLATION shall remain within the limits of the work for this specific phase and oU vegetation ~'e~'*~ will be removed O' CURBING' fnzn the site and properly disposed of oo necessary. Trees be relocated will b done an as to minimizethe� in000t to the buffer or000 where thewill be relocated to. Clearing and grubbing aho|K not take place within the Under this Ph000 of work. the Contractor nostart excavation for and construction of foundations for the 7' ASPHALT BASE AND WEARING COURSE "~""d"" Date8' FINAL GRADING natural buffer area. This task shall also include any buffer restoration and supplemental plantings within the buffer - S«* Phase 1 units. Q FINAL SITE STABILIZATION August' -, 2015 :3 provided weather allows. The Planning Board Shall conduct periodic inspections of the site during clearing. The large ` � THE CONTRACTOR SHALL PROVIDE 34 HOURS NOTICE T0 THE reserve areas to b� cleared in Phase 1 shall be seeded /with Seed �� C' see Landscape Plans L-1 and �^ to perform rough grading of the area of work' This g' - The Contractor |a to |natoU the drainage fooD|t|eo including oU catch ENGINEERING DEPARTMENT PRIOR TO COMMENCING WORK REL ATED TO 2\ oa soon oo /b| ft di weather i�ti includes earthwork necessary to achieve approximate orodoe excavation for drainage reserve or*na' bringing the basins, piping dryw*||a diffusion we||a' etc^ within the area of work' Any necessary connections to drainage THE ABOVE INSPECTIONS.rnod bad to approximate a«bQrode *|*«otin»' It is noted that all rough grading shall be done to direct atnnnwoter completed in the previous phase aho | be completed. SU M° 1000-102-01-33.3 7^ - ' beginning, the Town Engineers will inspect the :3 soil stockpile location. The Contractor shall strip topsoil and stockpile in accordance with the project Soil runoff from the construction area to the drainage oyotnrn in accordance with the SWPPP, Drainage Systems to be installed during this phase are: CONSTRUCTION ACTIVITIES LIMITATIONS AND TIME PERIODS Management Plan and Air Monitoring Plan. During this phase of work, all testing and mitigation shall be dune for porUo| Systems (Remaining from Phase 11: A. B, W Under this phase of work, the Contractor may start excavation for and construction of foundations for the impacted material. Stockpiles are to be covered and protected as necessary. No scraping of topsoil or grading n -||oUon� K, NTHE DEVELOPER HAS AGREED TO LIMIT CONSTRUCTION ACTIVITIES ON THE con begin until the buffers ore fully planted or o sufficient buffer has been left in p|ouo, oo approved by the units. SITE TO SIX DAYS A WEBK, NTH ALL WORK BEING PERFORMED MONDAY o' Planning Board, to provide dust and noise mitigation to residential neighbors. THROUGH SATURDAY BETWEEN THE HOURS OF 7:00 AM AND 6:00 PM. ' Steps 10 through 15 (±80 Weeks) - See Phase 2 THERE WILL BE NO wDRx ON SUNDAYS AND WORK ON SATURDAYS WILL BE �Li y' - The Contractor is to install the drainage foni|it|oa including all catch LIMITED TO INTERIOR WORK ONLY. WITH NO SITE OR EXTERIOR WORK BEING It is noted that testina relative to airmonitorina will be onaoina throuahout construction as deemed boai�n � Pipin«gdryw*kad�fuoonww |o. etc. w�hinthe area of work. Any necessary onnnooUonu to drainage PERFORMED. 16^ k the contractor w | repair any damaged oaPho|t binder completed in the previous phase shall be completed. IN ADDITION, NO CO NCONSTRUCTION AC�m�ES ARE PERMITTED ON THE Drainage Systems to be moto||ed during this phase are: course n------r' and -'r'y the ^-r ~~~'~~ of asphalt to the development. Any pavement markings and FOLLOWING HOLIDAYS:traffic signage are to be applied. o 8. to perform rough grading of the area of work. This Partial Systems (Remaining from phoan 1\: None ° NEW YEAR'S DAY17' Upon completion of the above work, the Contractor will complete any Punch ° MEMORIAL DAY earthwork necessary to achieve approximate grades, excavation for drainage reserve or*oo. bringing the Full System Installation: p^ R |/at |t* na' ensure that the site is deo» and will demobilize all equipment. ° INDEPENDENCE DAY ( OV� M OFJULyr»od bed to approximate oubgrodo elevation. It is noted that all rough grading shall be done to direct atornwoter Drawing Number runoff from the construction area to the drainage system in accordance with the Sy�,pp ° LABOR DAY - g^ - The Contractor is to |noto|| the drainage ^nUit|eo including o|| catch 10' ' CHRISTMAS DAY - |n conjunction with the drainage work, the Contractor oho|| |nato|| the As mentioned obov�' thn obov� phooing |a oub'eot to ohong� boaed nn the Controutnr'a prnpnoed anhedu|e, weothor, ° THANKSGIVING DAY p'~p~s~~ ""`= and "e="' '"^'''`'""'boo|no, piping drywe||a, diffusion we||o, etc. within the area of work. site constraints, etc. The time h-onoo given are oat| notoo and may also vary depending on ontuo| work required. It Drainage Systems to be installed during this phase are: C; porOo| Systems (w/in Roads nn|'). A' B' C' H' � It is noted that this took will be onnP|*tnd simultaneously with the site work listed above. construction.112. - An foundations are constructed, the Contractor will begin constructing the units HmI 1' - The Contractor will construct the foundations fall itwithin thisaseere phase. ng ny nnthe duration Full System |nato||ot|nn: D' E. F, G. L, O. S and club house structures d interiors. It is noted that this oak will be on going throughout the duration ofcc the work as foundations are constructed. The Contractor is required to perform all work in 000nrdonoe with the project p|ona, and the Town of Southold Drainage structures as desioned, and/or temporar,y drainage syatems must be in place, protected and maintained13. - Connections to water, goo and electric services will be requirements. Sheet of complTO throughout all construction phases l2rior to commencement of building construction. Temporary drainage such as eted as oo tAe units are ready for them. Connections to be made to previously provided stubs.� swaes or 17 the pro-ject Desian Professional. 14. The Contractor aho|| grade and p|000 topsoil to meet grades indicated on the � plans. 15' All landscaping including foundation plantings, treao, buffer restoration, mned'n-' In conjunction with the dro|no * work. the Controotnr Cn n mulching to be conP|oted' p*nnon*nt and temporary irrigation systems will o|on be installed, including the required tor main stub outs shall be installed just past the curb umber 29305^00 �^�U�U�� 4 C10-06-0013 �� U�0U� Reference �� ~�� P:\29305.00 Heritage Cutchogue\cad\Id\Plonset\29305.00_Tree Survey Overlay.dwg E i# ! 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( • '�d *<�,..a 112 1 1% 271. �7 13" 423=��dttt $�' 7 ' 575 1"-4} 7:x.7 C 1.5" $79 L 10' .,.�.�..,•... 272 °° 424 I 1,0 7"' 576 c 103°° 728 c 13" 880 L 7" AUG 11 2017 3� 113 1 7`" 27'3 1 I E" 425 Iv" 6"' 577 C 7'° 729 L 91' 881 AV 13%" 114 1 19 ' 201 .r,S< 115 1 l[tt" 2y74 gfl^ S'" 4y2�6g I 1'„R 7" 57.8 M 7" � +730 t ard g6" SSp82 C 7"' Planold o ning ng Qown • / 116' 1 1, 275 C 7" 42 C "a 579 C 14"" d31 L dCt"' 883 L Iii 117 276 C 7'a 42t8'f 1 8" 580 pC15" 732 L ±S11 984 C 7" 1113 1 14'3" 277 0 101, 429 1 f" 581 C 13 733 L $$5 L 11" • 4t �� Ltd 278 0 9 430 1 �" 5 2 C �� 734 L l0" 886 C 7° The Heritage at J 279 0 " 431 1 7" 583 _ I 7°- 735 L 9" 887 C 7i1 .d-44 1243 c 11" 280 0 l8" 432 1 $a' 584 C 1 736 L C'„ ass C 12" X21 1A -S 281 8a' 43� 3 Gaf 585 C 191, 737 L 14°' sag C 9.`e Cutchogue •i....a� N - , 122 1A V" 91 91 Ia 9i 1123 1 14" 282 0 143 434 1 {7 586 I'v'I 7 738 �" 894) L 15 283 0 101, 435 1 611 587 L 191i 739 L it"' 8'31 4: 7" Cutchogue, New York 124 c 91, �j yam( j^ QQ j(6 f fp^ .... 284 0 101, 436 1 7" 588 L 7tf 740 L 141" 892 4,. 9" q 125 '° L 14at Town of Southold 12 17 .4L'f i at 127 7a% 286 0 12,1 43$ 1 6" 590 L 13°' 742 L it .594 L 1 " No. Revision Date Appvd. 287 0 11" 439 1 8" 591 L 13" 743 I. 12" 895 L 2311 oG•>t`' 128 .� 11" $ ..... J 3 1/ 298 P 6" 440 J L39i 592 M 13" 744 L 611 896 L 1011 lit I f:� i�1„,� .................."..... ,,.... .-...... - _. ,,.,. .... �+L r x7� fa 1 TI 11 +lei 130 L 6° 289 C 90, 441 1 6 593 L 13' 745 L 12 897 L 16 ,ry .p±� ,�• 61, 2901 B 71' 442 1 11"' 594 L 7" 746 L 7" 898 L 16'1 s.17E et s1 u •ai°t •0 J�• 131 C 61, .r,�lft 132 1 7,% 291 C E" 443 C 7E' 595 L 91` 74'7 L 143x' 899 L 161, r `t r. 133 1 8," 292 1 E" 444 6t' 596 C 7'° 749 C 91' 900 L 161, + rr TREE SPECIES LEGEND L E G E N D 134 1 7" 293 .1 6'" 445 1 6" 597 C 12" 749 L i1"' 901 L i?%' 2 TOWN REVISIONS 1/3/17 AVL i c7� 135 C 7t, 294 r� 13" 446 0 7" 598 C 7'" 750 L 713 902 5 30"r ��yt pp��^y� BOTANICAL �+�y �{{�{ /^/�■� }�r�t �5 `� [�/�(p (� �/ }�Y y p� �} s p� rip �y �p �6�5^y { 1 FES Submission 5/20/16 AVL �•j SYMBOL BC:�#Hi^lICAL NAME itV't6 MON NAME a.•.. �!\Vi-EfCTF L11'S� Ee 499 IV r?'r 447 TV 7"a S99 L E'�'p 51 C �' 903 M 7" r ro 136, 1 6 Designed by Checked by s \ Apple 14 7" 448 C 7" 600 L Cl 752 L 7" 904 F.3 17"t .,;-• `' < ,,°-,�,; ____ �° P}°IC�1t15 .,I l�l:��sl� 137 C 14" 298 hr _ i3 i, r A Fopulustreniuioides �'€.�t�4"_n-_18�,5oen � 7" 449 C3 7" 601 L 7" 753 L 7" 9p5 L lE't _717 [ _ ., w� ..,u_- -. __ _�_ . �._� _ _ �.__ EXISTING TREE 297a Ia �q.-{p' aa �'yy pp``�� #'y �"p aa� '% yT �.{ p • 138 1 S.a' ^�n(A R /� j'£ �'} (} �6(��[ �£ Issued for Date •„ ti «r s r$ T *`�J- ..... [„ jy,.i l�i.1 4f %\�,� \✓�i'lA "'f'`0vf IEP 14,°+ (r ,<.. _�.w" i,.it.{# ,' 2`a9r8 pbri 7 'k}y50 W V3' 602 L 7 754 L 1t 90Eve L 1.1°1 _00 TREE IDENTIFICATION Nt.NUMBER 139 � a° 299 1 c" 451 ca 1.3" 603 L 1181 255 L l l" 907 L 13" April 26, 2016 iYn w, - iwzL I"w I" gnus grCaril." t t�a� <'?tt '1C-!�'? I'a: I'i 240 C 101, 34)t3 1 f3" 452 4 11" etlt C 14" 756 L 7" 908 �3 1 I'run�rsrc�t no �..L'ac C17r1y ---- SHEET 2 241 1 7., MATCH LINE 301 1 6" 453 1 C) 1' 605 L 11" 752 L 9" 909 M 5tt JJiJI;,iPC,rU5 0raig$n^^ic�r��oee p I[q=atste��r Red {C ur SKEET 3 142 �J 8141 302 1 74' 454 is" 606 L. 14" 758 L 1411 sac c 12" Not Approved for Construction 0212 L Robinio ps ul�'Jt.:ilSk.t9.Jc black Lo-,-uJ1 14`/fq3 i y303 1 1 11 " +f I W •19 E ", " 144 P 13" 1% I 8i it .�t3 M t�C r sp, �a,�r�c,,�, * ALL TREES TAGGE[� 1NITH ORANGE LOCKING 145 � 7fa 455 0 11" 6 7 L 1+� 759 L G . 3t}4 1 � 4S6 4D 12" 5+98 C iC3 760 e 4"3 197 C ue—rcus 5p, Oak TAGS 1N FIELD. TAG NUMBER, A5 SHC>WN ON 146 P 13x1 3435 1! e6 457i 0 y7" 6nr/9 L �71e �7j61 rL ga31, 1 306 1 Sit 458 0 !E$ 610 L .45"1 762 C- 11" P Pinus sp. Pir1C EXISTING TREE INVENTORY SCHEDULE. 147 A 7" I� •t v' S { { p {(� /�® C 8 3437 1 8" 459 C 101, 611 C 11*1 763 L 1011 ,T Exlatar�tls �.aCt�e,�>�"r'�tc�1is a�� Ca i J�Ywca r7l Cart' 14$ L. CY'% .Iq3 308 1 S" 460 1 C 15" 61.2 C 6" 764 L 11" ALL TAG NUMBERS BEGIN WITH 0011 . 149 1 7F% 309 P 7" 461 0 23" 613 L 12" 765 L a,t 4. ISO C 7" 310 1 10" 462 L1 7E1 614 L 3031 766 L. 91' i.<" +196 •395, •151 C 81° y /� 8P 6 9t ( 144 y •9 1 1• 2 1 C 1t 3 12 R., f.# 463 0 � 615 L l d 6 L 16' - .. i3312 J try l! 12-1 2-1 7 t% 769 L - . � ... .� ......_,._,,..,,,_. ... ..,".,..... ...__._,"....... ,. .. .._... 1�%I 3 1 L 153 8 464 C3 616 313 1 465 0 617 L 769 L 101, 1.34 $ 21" Drawing Number 1 314 P 7" 466 (4" 106" 618 L 14'1 770 L 13„ 1SS 8 3}1p5� P �9" 46!7 NI 106"' 6199, rC q7" 771 yC* l8" 157 011 316 1 9't 468 IVI "3 620 C 1Ct" 772 C 71, i 31.7 P k`"7'" 469 11"' t321 e�" 77 L 7'" TSMI E158 C 101, Sh318 J 71' y (} pQ 159 4J 1f [y l£ Tat gl, l ,i 1 160 1 7'1 •7 n�t U' 4741 (v°I 31'3 P 471 M 6Z3 C 775 L i Sheet of Note: 1 2 40 0 40 80 THIS PLAN REFERENCES AN EXISTING TREE INVENTORY PLAN PREPARED BY: MARSHALL PAETZEL LANDSCAPE ARCHITECTURE 8595 COX LANE - SUITE 7 CUTCHOGUE, NY 11935 Project Number SCALE IN FEET DATED: 3/4/16 29305 00 P:\29305.00 Heritage Cutchogue\cad\Id\Plonset\29305.00_Tree Survey Overlay.dwg E O W .Q s k Nth low 7 £,..i,; j; :: ..® a.... r®' !wF moi® rl -.6��.__, r __...... ....,.. _ ,... �..i _. ._� •r�.s -----------— ..,_._ — _-_. ��www..s .M.s •wR sFllllle /! �e.� !� �r�� (1111®• '#slMY® �— ...��s..^. ... .......,«. _...._...-.-..... ._ '�'"" �. ..�— •� F � 3 LU UJ .m 253 iq; t 19 r. 14_ Engineering, Surveying & Landscape Architecture, PC 144 100 Motor Parkway 24 14,5 *14s •146 15' Suite 135 M . •24>> r Hauppauge, NY 11788 P g 631.787.3400 l 127 9 " : _m F v • 149 i µ i r � rt z 4" / Ft " / .¢r(X ie F / / s•_ l 0156 .160 •tom% "27 __ .,.... w *276 _,..;F ,` A, r275 _ t , ° I £ ., " • ,_.s'e''a. 4174 f} F � ! gg v "i x6,1 167 . _ d: +4'A +o'-4,, 0141 •410 71 •``* > ........... *229 i Y,4 • 41 PROPOSED A/I METER/PANEL .,�?;� i 228 •;11, LOCATION (TYP) •;•Sr •549 r 'x A45*,AZA, � I . £p __ • far -3 i Lr`7 34 i tt t7 .=• AUG 3 --"' • .235 ? E Southold Town 4; + a Planning Board ' .`as •�a' '�11 . y,� • The Heritage at • .p e e > •7 q Town of Southold � - No. Revision Date Appvd. r .�, • r, 3,2 i 233 19O rr#6, _a } ..„_•�,_.. n.,, _.__... .. ,ato ------del w 321 J A7 _. ." .. .".....,1 .. 4&31 � �•;.,1 _• � r•„, !xa: 4 7 49 • . ...... 21 •' b 6Q l� i 3C2 3,0f ?04 2 TOWN REVISIONS 1/3/17 AVL b Qi 11 i_17N , ;,, °- •296 31E a int � ,: t, . a �# •wn-> w 1 FEIS Submission 5/20/16 AVL AI ^- *$''` i Designed by Checked by p i sR » •Z^fi i NO i `r d �`f—fie' 1 R'*4 i- iz vF Issued for Date :- April 26, 2016 ��` 116 nt- � "- 33i"�a�R "�,,,, • F iu�^,� .514" - P�zs�° •.�F'3 ,_ •`i�1 •.:r,?� 0 49 : ,a, r ,_ • #£, _ a �� -� ., ,; „� Not Approved for Construction a •�a1 '.00 •v Qu .4=f}9 »4i 4S4 •50 • 1� •-516 #'' r} • � • lQ ra r 3?�j ii• N72 •491 .rr + . v 1 1; ?71*490 62,73 •170 , r??fS 315 313 37113 +:31 +'F7 3/J *3545r •J -313 O *A;3 i rJiJ *SI Cl- - - - a 3S 3 ._.}.......—ez'� Jwwwv �#.> w..b�b�_..�.�*-'.._ .,,•P+.+>,_-•+>r•e. .,arw_ ..Prr...b.rr�.'�rr.. �a11E .. � �...> .. ,r,.w•' w �.,.. 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I ` ' ` 'I ' / I __ I\ 866 #1\\1-"'� : ..__I- " � I " "I " 870. 1 845 �( /' I I W I ,' I r, ` �- "" i ]' ic ' I � Ir `- � � ��I. �� -- '� -- I _', 11-1 , 11 ," I " I ., _ / � " I I '� ' . .�� . � .` �� ' � �~ � ` � \ \ � y ' ^ ` ' ' � � � `' � � | , � ~' ` '� � `,i -' '- � \ � | ^� `'� ' ' � ' ' | | ' ' ' ' � /� - / �^ , � _ / /' ' . `� .' . ./ �/ , �� `� -� � ` \' .� - . ` � ` / ~ '--� �' ' �' - .'�-- � '' / �� ` �`� � - -� ``' / .� `- 1 � ^ � ` / � ' � � � | � � � ' �. \ � / �� S"E. ^� ' � -' ' '�� ' �� ~� ` � \� � ' / | �` I ) . ` � i L � m��~~/�~ -c ' ' ' ' �� ~~ � /�_ � , / u��~�x~ �� ' '' / ~� � ' ` �- ��m��~�~~ �� ' ' �� / �. ` ` � . � / � . ` / ` , 1 ' ' ` � / ` / ' ' � �_�! `_ �__ �'~� _ �'_. _��-- �,� �- �r`�~_____�___�� '_--�__ �. �-��' ��' -~ � ` � _�r�r'�~___ m��~~~~- ��-�--- p-� - - �`�~-�-� r---' r� ' ____ r��-�� _��' / /� `� ` -�` ' ' ' | ~~-` , � � 5O BUFFER ''� ' �� I � �� ` / � ` � � -. . � ' � . ' . � / � � � � . '` r ;'�' 'i ' ' ` '' ` �� ' ' � � � ' � �� ` ��` �. ' +�-` / '� �' � � '`� �� X ��' .. ' '�' ' `� ' ,� � � '�� '/ .' �� U ~_ _ __i' �_` � � ' / ��/- » ' � � � ' ' �� r�' � . 'r` � �-'`�,' _ � �` . � � _ ' // � �� ' '' U �' �/' �� ' �~-��~� ` / ` / ! '�' �� ' �� ' -/' � �'� /' | ' �'-� ' � ��'` /�^� �' ' � / ' ``� ' i � � � ' ' ` , ^ � �� - ^ � � � `� '` . � | -� -' /` � / c '� � \ . ' . � ' � ` . � ` ' _-_-- ��'- � � � � � ' ' ��~ \ `~' ` -� - � � � ' � �'/ ' ` ' [` ` � � � �� , ` \ � ' | ��. . � ` �� . . / ' ! / '. ! ' ' � '' / 'I ` \� ` `- � ' � ' ' / �� ' _// �L/ !� �� / � ` '' | � � � --� | � (� 7 ' / �� -� ' /`\ � ` ' / '� ` --- ' ��-' '� ' � ' / ' 'k ' �r � � � '� | � ^_ � . ,^ � /�T '�;� '` \ ' � `` - ' - ' / �� - � ` `' � =° . ' �-- `' � / � � � ' � ��'�' ` � �| ' .- � . ' . .� ~/ ' '�- / +�` �-` �-____--- � ~�.�-- `�'` ` | . �� / u~ � ' , \ � �' . ` ' ' � � I '` �. � �� ' ' �' � ��' . . / � ' 1 - � `' . , � � / �/ �� .� . � ' ' ` �' / ' ' � ' ��'/� �- |/�, � c / � � . / {�\ '��.�/ �' '� � '-. /'��.�'./�'��. �//r ' I ' � �' �!��'�'' �~;/ Tagged Trees � �~�� °°�� ~~�� Tag No. DBH / Ht. :L I Common Name Latitude Longitude Photo No. 0000802 : 4' � ___-___� 0000812 . 3' / 1 O' ± i Juniperus virginana — Eastern Redcedar :: 41' 0'49.21"N : 72*29'32.95"W I 5607 H AUG I I 2017 OOOO85 | 3^ / 1� � | �m�oma Wr�nonn - Goo�r Rodoodo / 41^ �4�g�N | 72�9'J104.� ! 5O�U 1. A8 PER THE 11 WEE�NG YNTH THE TOWN 0F SOUTHOLD TOWN ATTORNB( PLANNING STAF� AND --._-_!_---_-'.-_____--_|_�� - '' ___ ^ ~- _- - _] --___ PLANNING BOARD 'HA|RMAN. APPLICANT WAS INSTRUCTED TO |DEN�FYAPPROXIMATELY 3O - 40 000080 J^ / 1� � | �m�omo �r�nnnn - Goo�m Rod�odv | 41^ �4�80^N | 72�g'3l81^� � 5611 EXISTING TREES TO BE RELOCATED (DURING CONSTRUCTION) FROM WITHIN THE LIMITS OF WORK TO INSIDE ��~�~ �� Heritage �� ----------4--'----�'- ----�� ---'--------- -'-- '----''''- '- '� ---'---�--� -------- THE 5O-FU0TNATURAL BUFFER. The 0-�w~m N ��m��~ �� OOOOO 7 | 2^ / 0' ± Jun�omo �r�nono - Gox�m Rodcwdor 41^ �4�3D^N 72�9'�l�� 502 �� --------------------- - ' '''---------------------- ' - -' --'---�--- -'--�------ 2 A SITE VISIT WAS CONDUCTED ON 12/�1/201G DURING WHICH THE OWNER IDENTIFIED 5O TREES A� �� U~ OOOOD18 3^ / 0' � Jun�omo �r�nono - [on�m Rodo:dnr 41^ �4l9�N 7%29'J1OU^� / 50J ' ' � ' � ' � �N N ��o��N N�� _____ ' | ��____� CAND|DATES FOR RELOCA�ON. �� . �� ----- ------------- -7-------------------------�-�--�- - ' -'-'� - - --- ----- �� O00 � ' � ' - --' 3. THIS PLAN INDICATES 5O TREES WITHIN THE L|W|T3 OF WORK THAT ARE SUITABLE CANDIDATES FOR �~V��U��K�V�� V�� K, REL0CA�0N TO THE 50-FOOT BUFFER. ~~ ~ nn �� ' n� York �� U� 000uu*� 4' / 12� ± �oozom xouoouor 41^ O'4D2O'N 72�O'3110'� �mo 4 EACH TREE IDENTIFIED ON THIS PLAN WAS FLAGGED (PINK AND/0R ORANGE R|BBON\ TAGGED WITH A " " Southold ""� � � . / . ` ' . INC- '. 3EQUEN�ALLY—NUMBERED RED LOCKING PLASTIC TAG WITH THE TEXT VHB. AND A 7-DIGIT NUMBER; ~~...-~ 4 / u = Eastern" °""`°"°. �/ v*uavn ///^a/'// � ! ^".' AND PHOTOGRAPHED. w n=u/ Date _--_-' - '-______�__-_-_' -__'--�_-' -_� '- _'_ -'__-__ '---`-'__-_- -. -_ _. OOOO84J 4^ / 1� 41^ �4lG�N 72�0'3�5O�/ � 5O18 � ' �___-_L_-_� ' _________L 5 PHOTOS OF THE TREES TO BE RELOCATED WILL BE GIVEN TO THE CONTRACTOR PRIOR TO CONSTRUCTION � ��___.__�__ �____'__ ______�__ __ -______�� _ . - O0OO844 J" / 12' ± i Junipomx �rginono - Eoo�om Rodoodor � 41' 0'46.83"N 72�S'2g.D2"� | 5619 AND CAN BE AVAILABLE UPON REQUEST. ------- ' -� -�- ----__'L__-_-__-__----_______-_-_'_' '.... ______'____-____ _� OODOD45 | 4^ / 1� ± | Jun�omo �r�nuno - Goo�r Rod��or | 41^ �4O.1�� | 7229'2g.27^� � 5620 O. FINAL TRANSPLANT LOCATIONS OF EXISTING TREES TO BE RELOCATED SHALL BE DETERMINED IN THE -I ----- ' ' --- ----f----' ' -� --------------�-----�- '-� - -- ------ ---� -----------'---- FIELD BY THE OWNER'S ENG|NEER, AND BASED ON FIELD VISIBILITY (CApG\ TO ACHIEVE A SCREENED NEVY zc VOOU84O 4^ / 1� � � Jun�m�n ��ono - Goo�m Rodoodnr | 41^ �4O1�� 72�Q'�i0^� | 5621 (CAP CLOSURE) ALONG THE PROJECT SITE PROPERTY UNE. (GAPS) - �� -- -'-- ' -� -�--' - � -�� - ' - ---- - 'T ---' -'---'-- - --'- '- -'- -----' �� 0000847 | J" / �' ± ____' Ju»�mo» ��ono - Eoo�m 41^ O�752"N | 72�S'2U.3D^� 5O22 7. RELOCATION OF EXISTING TREES SHALL TAKE PLACE DURING A TIME THAT WILL SUPPORT z x�mscumoT�»apsxrowmcow��wT o�zn�r xx� �� .-��-��-�� r------------------------------- -�--------- --- ------ --- - '- � OOOU849 . 4^ / 1� � Jun�emo �r�nono - Gou�m Rodcndor 41^ O�871^N 72�0'2lg2�/ | 5823 RE-ESTABUSH�EN7. z REVISED NOTES*aPER TOWN COMMENT o1ouu/ AVL '� ___--__ '-. -____-__� � ' --T----------�-�-------------- ' - ------ -�--------- ---- ----------- ---� `` OUOO85O 4" / 1� � Jun�omx ��onn - Eoo�r Rodcodor 41^ �49�22"N | 72�9'2&�� 5O24 8� RELOCATED TREES SHALL SURNVE FOR A PER|UD OF THREE �J) YEAR� FRO� THE DATE 00RK ON THE Designed by Checked by r` ----'--' - '---�'------- ----------- -�--- ----------------�------------------------------ C�NSTRUC�ON PHASE THAT INCLUDES THE ORIGINAL LOCATION 'OF THE RELOCATED TREE B COMPLETED |C`\/ ��Vl o OOOO851 3^ / 1� � | Jun�omx �r�nono - 6uo�m Rodnodn, | 41^ �49��N ' 7%]0'28�� OR. IF SUCH TREE SHALL NOT SURVIVE WITHIN SUCH THREE—YEAR PER|0D, SHALL BE REPLACED, AT THE - ----- -- -- -------------- --r----- --------------------- ---' --- DEVELOPER'S EXPENSE WITH A NURSERY—GROWN 8 7' HIGH EASTERN REDCEDAR OR SIMILAR NATIVE ~^`~~'~' ""e ' 000O852 i 3^ / 1O' � Junlpomx �rginono - Eoo�om Rodoodo, 41^ 0'49.1 9"N | 5628 ' - �� _ _ � _ ___'_______ �/_ _ _____ __________�_ _ ______��______ ~___�________________ _ EVERGREEN SPECIES, AND SUCH REPLACEMENT TREE SHALL SURVIVE FOR THE REMAINDER OF SUCH ]�M0�� , ��T� '� OOOO85J J^ / 1� � i Jun�omn ��ono - Gontom Rodnodor i 41^ �5%��N | 72�S'JD91^� . 5h27 THREE-YEAR PER|0D O� BE REPLA�ED AT THE DEVELOPER'S EXPENSE, AS SET FORTH ABOVE. ~ �� --' -� -��- ......-_-_ | -� ' __ -__-_ - � '_-_ ...... - '_-__________''_-_. _-___ ' -_-_-__ � 0000854 / Q� RELOCATED TREES WILL BE MAINTAINED AS PART OF THE CONTRACTOR'S AGREEMENT WITH THE OWNER. - MAINTENANCE WILL CONSIST OF PERIODIC M0N|T0R|NG, WATER|NC, STAK|NG, MULCH|NG, AND WEED Not Approved for Construction """""^^ / z / v � "°'''p"'"" ,"o"'"''" - """`"''' """""""' �/ unzz* n | /�z�ao /x n 5629 REMOVAL AROUND BASE OF TREE AS DIRECTED BY OWNER'S LANDSCAPE ARCHITECT. ^ ^ � OOOO850 Double � Jvnipo�~��rgm�vu ��Euo��mo��od�r��`��°��°�� -��------�_��_��---.--�-��5§JU��--- -- ' , N z � _____�____ / ________�___��__L___��__�_ __ _______ 1O. EX|S�NC TREE LDCA�ONS ARE APPROX|�ATE AND ARE 00TH|N 1O-D ±. CONTRACTOR 3HALL VER|FY ~- OO�057 | 4^ / 1� � � Jun�omn 41^ �5��N � ! 5GJ1 LOCA�0NS PR|0R TO RELOCA�ON. , __ 0 b ft� '� ----- '- ' '' '� ---------------------'-T---------------- ' -- -'' '- -� - ' '� OOOOO5D ! 3^ / 1� � | Jun�oma ��onn - 600�m Rodoodor | 41^ ��O5^N | 72�0�� 5O32 11. �HERE THE BUFFER DOES NOT PRONDE SUBSTAN�AL NSUAL 3CREEN|N�. SUPPLE�ENTAL PLAN�N�S ,�� --------'- --' - -' � -� �U�T BE �AD[ T0 THE BUFFER BY PLAN�N� EN0UCH EVER�REEN3 AND OTHER TREES AND SHRUBS TO �� UOOO850 ^ / '----7--Ju--- - --�- ---- ' - - -- ---- - - �� -- �� - 4' 1% � n�emo ��ono - [uu�m Rodoodor | 41^ �5�48^N 72�9'��20^� | 5833 ACCOWPUSH A DENSE DOUBLE ROYY DF EVERgREEN VEGETATION. THE SUPPLEMENTAL PLANTINGS MUST ~ ' ! � �� BE OF NATIVE EVERGREENS TRANSPLANTED FROM THE INTERIOR OF THE PROPERTY, A3 WELL AS NATIVE [� ~~``~`` ' � / /� � ="p°"~ `"»"='" ="='' """^"= EVERGREENS BROUGHT IN FROM A NURSERY |F NEEDED TO COMPLETE THE VISUAL SCREENING. � | z �- 48"N i � � �� »»»»»»» ' 2' / 1J � Drawing Number � . 45"W 5638 _ � ...�� _��_ ' �� mt"M AM 0000865 � __ � . : : S V'4 1 5 = 3 c� �� . �r��-��-��---------' -� ' ' ----' 0000867 m ` = vuvvoou * / /* � �mwmvv mmmono cvx�m nvo��or [M _____7] *� �� Sheet � ---' | ~ / '~ ^ / -'''--rus -"--- Eastern-- '---- -' ~-~~' '` '~^~~^~- ^ --- 3 3 � "=" '" �� ` 103 � perusnanoern ~- W i SCALE IN FEET Project Number C5 29305,00 P:\29305.00 Heritage Cutchogue\cad\Id\Plonset\29305.00_SMP — REV.dwg O V i w�, k APPROXIMATE LI IITS OF BU11TER AREA TO REMAIN EACH PHASE (SEE PHASING NATURAL AROUND SITE Z PLAN FOR DETAILS) (SEE GRADING PLAN FOR I LIMITS OF NA Engineering, Surveying & : µ µ Landscape Architecture, PC I 100 Motor Parkway Suite 135 Y 11788 ! 631787 3400 !' 4 ` E- 18 15 14 13 & 12 11 '/! _"..._................._.__._ ._..... ....._,"- i > s 23 c 22 21 20 19 C 8 B1 B7 27 25 Z4 B1 61 81 & z z 10 P H 3 B 26 B14) B B 16 S ' / \ 36 31 30 B 81 B B1 B1 z z C C z w B g }.. l 3BZ 3 r 81 0 32 B1 z & w z w w EN & EN z B1 EN EN iz, � �✓ z B2 33 'z' / , (SS D ! B EN D ' EN D > IN z w IN R p. RD =^ t) fN EN RDD D i D RD f � LANE \ - I ON L o^ - _I L M LLST � RD Sri � o ' LANE RD FN , l � t � � N3 N3 RD s N3 PHASE 1 \ P SE ' DRAINAGE RESERVE N m o z AREA R �o 0 Ix o �� PHASE 1 N RD DRAINAGE N3 RESERVE 1 AREAFN h"mry — I I , t�0 V a / FARMSTEAD 1D P CLUBHOUSE N3 8.190 GFA N3 N3 y f^• ; ! 1 STORY 69 E FFe=s,.as z 65 01 D J 66 0 RD z z 68 p Q...: D � °.. � � EN IN r` 3 5� N3 � RD � .....+� o / PHASE 2 ' � P PH ASE 4 3 PRALsTOC ILE sTOC I i STOC �E PHASE 3 a�P AREAB R TO RE ' NATU RAL AROUND srrE AREAr (SEE GRADING PLAN FOR I 1 RD 102 RD iII RD RD P r° LIMITS OF NATURAL AREA 10A1 RD A c 95 91 A 85 100 97 A 93 92 A 90 c RD & 99 98 94 A A o 89 88 A RD s RD 1P I RD RD R ! E RD RD RD . RD RD RD f- HAR VEST POINTE LANE PHASE 1 �� RD RD RD RD RD ..=.a RD RD RD,.. RD RD c RD RRD D RD 9p P f 104 � 105 � 110 111 116 118 � '"� 10A3 ! 1006I 10A7 106 1A 1A 113 914 1p 1p 10 119 120 DRAIN AGE A RESERVE RD RD RD RD j AREA J PHASE 4 - ASE — PHASE-2— — J - , - - C� • rte,` � � ._r m._ .,_...-. E �I � V p q Harvest Pointe at Nw I ( C'� C I Cutchogue Q r I Cutchogue, New York ' Town of Southold I No. Revision Date Appvd. 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 0 Earthwork Calculations General Soil Management Notes Soil Handling/Testing Notes 12 TOWN REVISIONS 6/14/17 AVL 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 11 SCDH REVISIONS 4/22/17 AVL SURFACE TO SURFACE CALCULATIONS: ACCORDANCE WITH THIS PLAN. HANDLING OF THE TOP 12—INCHES OF MATERIAL ON THE PLAN, IN ACCORDANCE WITH THE DIRECTION OF THE OWNER'S ENVIRONMENTAL 10 REVISED PHASING PLAN PER TOWN TOTAL CUT (FROM SURFACE TO SURFACE ANALYSIS): +46,382 CY SITE SHALL BE DONE AT THE DIRECTION OF THE PROJECT ENGINEER AND ENVIRONMENTAL REPRESENTATIVE. 4/6/17 AVL co TOTAL FILL (FROM SURFACE TO SURFACE ANALYSIS): —103,242 CY CONSULTANT. s TOWN REVISIONS 3/27/17 AVL 2. THE CONTRACTOR SHALL STRIP THE TOP 12—INCHES OF TOPSOIL MATERIAL AND STOCKPILE INITIAL CUT/FILL COMPARISON: —56,860 CY 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 8 SCDH REVISIONS 3/9/17 AVL PROJECT STORM WATER POLLUTION PREVENTION PLAN RELATED TO MANAGEMENT OF STORM 10% HANDLING & CLEARING/GRUBBING FACTOR: —5,600 CY WATER AND EROSION AND SEDIMENT CONTROL DURING CONSTRUCTION. ENGINEER). Designed by Checked by 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. ABOVE SURFACE TO SURFACE ANALYSIS COMPARES EXISTING AND PROPOSED GRADE USING AUTOCAD July 1O, 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 4. ONCE STRIPPED, STOCKPILES SHALL BE SAMPLED BY THE PROJECT ENVIRONMENTAL WHEREVER POSSIBLE. MIXTURE OF LOAM REQUIRED FOR THESE AREAS SHALL BE IN Q SURFACE. THE ADJUSTMENTS BELOW ARE CALCULATED TO TAKE INTO ACCOUNT VARIOUS EXCAVATIONS ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS TO ENSURE CONSULTANT TO DETERMINE LEVELS OF ARSENIC. STOCKPILES THAT CONTAIN LEVELS REQUIRED THAT ARE NOT ACCOUNTED FOR IN THE SURFACE TO SURFACE ANALYSIS. STRUCTURAL INTEGRITY. BELOW 13 MG/KG MAY BE UTILIZED AS TOPSOIL FOR FINAL GRADING AND LANDSCAPING. SCTM. 1000-102'01-33.3 T SHOULD THE STOCKPILE BE ABOVE 13 MG/KG, THE CONTRACTOR SHALL MIX IN CLEAN a 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 ' 0 5. FILL MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH GEOTECHNICAL ENGINEER'S LEVELS OF ARSENIC BELOW STANDARDS. ONCE LEVELS ARE BELOW THE REQUIRED 13 DENOTED AS A NEGATIVE NUMBER. MG/KG, THE CONTRACTOR MAY PLACE AS TOPSOIL. 0 • � RECOMMENDATIONS. Im Adjustments to Surface to Surface Calculations 6. ANY MIXING OF IMPACTED SOIL REQUIRED SHALL BE DONE IN ACCORDANCE WITH DIRECTION o OF ENVIRONMENTAL CONSULTANT. 5. THE CONTRACTOR MAY PLACE UP TO 18—INCHES OF TOPSOIL IN LANDSCAPED AREAS AS a. NECESSARY TO MAINTAIN ALL TOPSOIL ON SITE. SEE LANDSCAPE PLAN FOR DETAILS ON ® !u Structural Element Adjustment (CY) 7. CONTRACTOR TO UTILIZE NON—IMPACTED SAND AND LOAM MATERIALS FOR STRUCTURAL FILL TOPSOIL REQUIREMENTS. L`' AND TOPSOIL RESPECTIVELY. V' PROPOSED DIFFUSION WELLS/DRYWELLS 3,772 6. THE CONTRACTOR SHALL TAKE CARE TO PREVENT IMPACTED MATERIALS FROM AFFECTING w8. NO TOPSOIL OR LOAM MATERIAL SHALL BE PLACED BENEATH DRAINAGE RESERVE AREAS OR WORKERS AND NEIGHBORS DURING CONSTRUCTION OPERATIONS. IT IS THE CONTRACTOR'S HYDROACTION STRUCTURES 1,073 AT THE BASE OF DRYWELLS AND SANITARY SYSTEMS. RESPONSIBILITY TO PREVENT DUST AND SEDIMENT FROM LEAVING THE SITE THROUGHOUT it n THE DURATION OF CCNSTRUC110N. LEECHING POOLS 2,587 9. THE CONTRACTOR SHALL REFER TO THE PROJECT LANDSCAPE PLANS FOR DETAILS RELATED TO THE CONSTRUCTION OF THE DRAINAGE RESERVE AREAS. 7. THE CONTRACTOR SHALL KEEP A WATER TRUCK ON SITE AND SHALL WET DOWN Drawing Number N BASEMENTS 51,961 STOCKPILES AND AREAS OF EXPOSED IMPACTED SOIL AS NECESSARY TO PREVENT DUST. 6� PAVEMENT 6,464 8. ANY IMPACTED SOIL THAT IS TO BE STOCK PILED FOR A MINIMUM 48 HOURS SHALL BE o SUBTOTAL ADJUSTMENT'S 65,857 COVERED WITH PLASTIC. N 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 (SOIL REQUIRED FOR EXPORT) Y. Q 10. ANY MIXING OF IMPACTED SOIL WITH CLEAN MATERIAL SHALL TAKE PLACE A MINIMUM OF sheet of > CONCLUSION: 150 FEET FROM THE PROPERTY BOUNDARIES. Z 1 AS SHOWN IN THE ABOVE CALCULATIONS, THE NET EARTHWORK VOLUME IS ESTIMATED AS 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 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. MATERIAL EXPORTED DURING CONSTRUCTION. a) Project Number co SCALE IN FEET 29305.00 SCDHS Reference # C10-06-0013 \\vhb\proj\Longls1and\29305.00 Heritage Cutchogue\cod\Id\Planset\29305.00_Lightin g1.dwg O U s > S. fdfFJFJdFJ/Ft.`ffJFF.` �. . � JJfJr'�Ff F Jf'FffFJFf✓FFlr'/>� � �' JfFJ/FJ if{{ Fd FftFtJfffditFf JlFJtf JJFlJF/.' J/ft✓ffdFJ flff Jr`FJ /r rff FJJFJ� ffFFJFF✓` flrftdF fFJtFffFJ✓FFJff✓ f✓tFJ✓F FJFF✓FfJ✓tf FJJFf✓F%JfF/JFF dfJFFJd +'%•IFffFFJF%Jf Ft��•'. ,rjJFffFftf fJ'F.'f FffffdF/✓df �rrrFf Fdd%,<'f°Ff%ffJJFtfF tF✓JefFf JfFJlfJdf/df ffJ/ JffJfft {Jff JFff J JJ J✓Ft✓F/!F/lFJJf JFF/JF'✓JSF✓FF/FfJd F✓r'f Jf f.�'r'fJdF Jfffftdf dff✓f tf•�" I lfFf Jrf n- 1 Engineering, Surveying & 0.1 01 �.1 0. 0.1 0.1 0.1 0.1 0 2 2.0 0.2 0.1 1.7 .3 1.4 0. 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PHOTOMETRICS PROVIDED BY ANPLIGHTING INNOVATIVE SITE 1 t.3 t.4 .4 t.3 9 0.2 0.4 2.3 1. 0.1 E <'. � •- k �I-' � -.t I,� r . 5.2 t.7 1. 4 b.z LIGHTING. / t. b.z b.2 b z;' b.1 t.z t.7 1.7 4 1.4 t.2 f j ' y 3. LIGHTS TO BE PROVIDED AS SHOWN OR APPROVED EQUAL. IF j CONTRACTOR PROPOSES DIFFERENT SITE LIGHTING THEY ARE J 0,1 0.1 0.1 0.1 t.1 t.1 t.1 ? t.2 t.7 1.2 4 t.9 t.1 REQUIRED TO PROVIDE PHOTOMETRICS BY MANUFACTURER WHICH f / I DEMONSTRATES THAT IT MEETS THE REQUIREMENTS OF THIS i 0.1 b.l 0 2 3.8 0.2 4.6 0.6 0.1 1.9 1. 0.1 1.1 3. 0.1 0.^ .6 .1 � pF)� ,��'� @ ' t'' PHOTOMETRIC PLAN AND THE TOWN OF SOUTHOLD. t.l b.l t 1': 0.1 0. o.z 30.1 t -- i 0.1 0.z t.3 t.3 1.1 =; ' 4. MOUNTING HEIGHTS SHOWN ARE FROM GRADE OF THE Ff 1 t.1 t.1 ., b,1 p ? b.1 t.1 t.2 0.1 t,1 SURROUNDING AREA. t.1 } t.1 t.1 5. ALL LIGHTING SHALL BE SHIELDED TO PREVENT SPILLAGE ON ALL RESIDENTIAL USES SURROUNDING THE SUBJECT PROPERTY AND r t.z t.4 5 s MEET THE TOWN'S REQUIREMENTS FOR DARK SKY COMPLIANCE. Y� 1 t.3 b.8 -�,1,0 b.4 i 6. SEE ARCHITECTURAL PLANS FOR INFORMATION RELATED TO Ik� BUILDING MOUNTED LIGHTING FOR THE BUILDING ENTRIES. 7. CONTRACTOR SHALL COORDINATE WIRING OF LIGHTS PRIOR TO t.l t.5 3.3 2.. t.6 t.1 INSTALLATION. CARE MUST BE TAKEN TO NOT INTERFERE WITH OTHER UTILITY LINES. PULL BOXES TO BE INSTALLED AS I 5.2 b.s 1. I e I.s b.4 b.1 ( NECESSARY TO ROUTE CABLE. 0.1 b.2 b.5 e„ •9 b.7 b.1 ` I 8. CONTRACTOR TO COORDINATE ALL CABLE/CONDUIT SIZES WITH 3.3 0 1 0.5 0.1 t.3 9 b.5 t.3 1.0 m 0.1 0.1 ,1 ELECTRICAL ENGINEER AS WELL AS MANUFACTURER _ t.1 REQUIREMENTS. 0.3 0�0 0.1 0.1 0.1 0.2 0.2 t.l 0.1 0.1 �ol 0.7 0.1 0.1 w 1 0.7 0.9 00.3 .7 0.6 .2 0.1 0.1 t.1 t.2 t.2 t.1 9. 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INNOVATIVE 5.3 b.6 1.2 1`.1 t2.3 4.6 0.9 0.4 b.z 5.1 b.l .1 5.3 5.6 1.2 *2.1 4.2 1.7 b.e b.4 .z b.1 5.1 b.z b.s b.9 1.6 $ �Z.o 1.1 b.s b.3 b.1 SIT LIG TING 0.3 1. 5.3 b.e 1.7 4.9 z '2.2 1.1 S.s 5.2 5.1 5.1 1.1 b.3 5.5 5.9 1.1 1.2 1.1 b.7 b.4 0.2 5.1 b.1 z b.6 1.3 'z.4 5 1.6 t s b.7 b.3 b.l 5.3 0.8 1.7 t1.3 6 1.2 1.1 0.5 5.2 5.1 0.1 0.1 5.2 0.3 5.4 b.4 b.4 b.4 5.2 0.1 0.1 0.1 5.2 b.6 1.3 1.4 *.5 1.6 5.7 b.3 b.1 ca The Heritage at N 5.3 8.6 1.3 1.3 1.3 1.7 b.8 5.4 5 5.1 5.1 5.1 b.1 b.1 b.z b.5 1.0 1.9 1.4 1.1 1.1 b.s b.3 b.1 0.1 0. 0.1 0.3 0.1 0.1 0 0.1 0.2 0.3 0.1 1 .8 a lT b.3 b.s .9 .1 1.2 1. 7 b.z b.l 5.1 b.2 b.9 b.e 1.0 1.1 1.0 b.e .s 2 b.1 0. 1.1 1. 0.1 0. 1.2 0 0.14.' 0. .1 0.3 0.1 b. 5.1 5.1 1 5.1 b.2 5.3 5.4 b.4 b.4 b.3 Cutchogue `" Q CJ)CL 2.0 2. 0.3 .5 1.5 0.3 n .8 2.0 -.�0 L.9 1.8 0. 1.1 0. 0.1 _ ':0. 0.1 0.7• 1. -b:, 0.1 $.I 0.1 5.1 b.2 0.1 b. r,8 1.9 3.4 0.1 I Cutchogue, New York L" a Town of Southold 0.1 N U No. Revision Date Appvd. 0,1 2.4 0 1 2.6 ° 137 .5 �. o-1 0.1 0.3 m0.1 0.1 0 1 2.6 0.1 0.1 0. .2 0.3 0.1 0.1 D p 3 ADDITIONAL WALL LIGHTS FOR UNITS 7/28/17 AVL Ln 4 2 TOWN REVISIONS 1/3/17 AVL N d7 I 1 FEIS SUBMISSION 5/20/16 AVL r` o Designed by Checked by N N Issued for Date July 1, 2015 ° Q T ° Not Approved for Construction O _� , - 0 � I z Q v l o_ Ln rl r N l yawing Number r N • co 7 7 Q Sheet of ° 40 0 40 80 2 3 ° O SCALE IN FEET Project Number 29305.00 \\vhb\proj\Long1slanc1\29305.00 Heritage Cutch ogue\cad\Id\Planset\29305.00_Lightin gl.dwg t.l t.l t.l t.l til �. t.l t.l 17.1 17.1 t.l t.l 11.1 iO El 11 ❑❑ ❑ ,1 .1 17,1 t.2 .1 .E❑ -1 t.l t.l 1.2 11.3 t.2 t.2 t.l t.l t'1 t.l t.l t.l 11.1 17.1 t.l t.l t.l t.l t.2 t.2 t.2 t.2 .1 t.l .`1.r 11.1 t 1 .2 .3 .3 .3 2 t.l t.l 1.1 t.2 t.9 t.7 t1.9 t.7 17.9 11.2 11.1 t. 17.2 17.3 t.4 t.5 t.3 t.2 .1 17.1 / t.1 t.1 t.3 t.6 t.9 t.7 t.9 .2 t.1 17.1 t.1 17.3 11.8 41.5 41.6 41.0 11.9 t.1 t.1 t 3 t.6 41.1 1.2 17.8 t.3 t.1 t.l t.1 t.1 11.3 11.8 42.0 42.9 1.2 t.9 t.3 t.1 t.l .2 17.1 11.1 t.l t.l t.l t.l t.l t.l t.l t.3 t.7 41.8 42.7 42.1 t.9 .3 t.l t.l t.l t. t.5 1.7 43.5 43.8 42.3 t.8 .2 t.l t.1 t.1 t.2 t 5 1.5 43.1 43.3 41.9 t.7 t.2 t.1 t.1 t.I t.3 1.2 43.3 4 9 43.7 41.6 t.l t.l t.9 1.3 43.4 0 43.7 41.5 t.9 t.l t.l t.1 t.I t.2 t.2 t.2 t.1 t.1 t.l •€:s.xao}::'•. ❑❑ ❑❑ t.1 b.z t 7 4z.z a.s 44.9 42.8 t t.l A 1 t.l n` t.3 t.6 t.8 t.7 t.4 t.2 t.3. A A A t.8 41.9 42.7 1.0 t.8 t.3 t.1 t.l `r ;- 41.3 43.9 49.9 43.5 41.9 , A Engineering, Surveying & BI Unit B2 Unit - Landscape Architecture, PC A Unit net C Unit 100 Motor Parkway t.l t.l Suite 135 t.l t•1 t,2 Hauppauge, NY 11788 t.1 t.1 t.3 tB 631.787.3400 t.l t.1 t.1 t.l t.1 t.2 t.7 41.9 43.0 t.l t.1 t.2 t.l t.1 t.2 t.1 t.1 t.3 41.1 43.2 t.1 t.1 t.3 B t.l t.1 t.3 41.0 t.1 t.2 t.3 -6 t.6 t.1 t.2 t.7 43.0 t.1 t-1 t.3 t.7 1.8 1. IL A t.1 t.3 1.1 t.1 t.1 t.4 41.3 .4 49.8 t.5 1.6 43.6 44.5 43.0 t.1 t.3 41.0 t.1 t.1 t.4 41.3 A t.t] t.3 t.9 41.9 42.3 41.5❑ A t.1 t.l t.1 t.1 t.1 t.2 t.3 t.6 t.7 t.5 B 1.0 42.1 43.3 43.5 1.3 1.0 t.3 t.1 t.1 t.l t.l t.2 t.2 t.2 t.2 � 1.3 42.7 s.8 43.0 1.6 t.6 t.2 t.l t.1 t.1 t.1 t.1 t.2 t.3 t.6 41.6 43.0 T. 42.7 1.3 t.5 t.2 t.l AJ 44.7 1.5 t. t.8 1.9 42.2 42.3 41.5 t.7 t.3 t.1 t.1 t.l t.l .9 41.0 42.1 42.7 42.3 1.2 t.5 t.2 t.l ❑ +3.1 41.7 t.1 t.5 t.7 1.0 1.0 t.7 t.3 t.2 t.1 t.l t.l t.l t.l t.l t.2 t.5 41.3 42.9 42.8 42.2 1.1 t.9 t.2 t.l � .2 t.5 41.0 1.3 1.1 t.6 t.3 t.l t.l 41.1 t.7 t.4 t.3 t.3 t.4 t.3 t.3 t.2 t.1 t.I t.5 41.3 1.6 ,5 1.8 1.5 t.6 t.2 t.1 t.7 1.9 43.2 • 43.7 42.5 1.1 t.9 t.1 t.1 t.l t.l t.l t.3 t.7 1.2 1.5 1.1 t.6 t.2 t.l t.l t.l t.l t.2 t.9 t.9 t.9 t.3 t.l t.l t.l t.3 t.3 t.2 t.2 t.1 t.1 t.1 t.1 t.1 t.1 t.3 t.8 1.7 42.2 1.8 1.0 t,4 t.2 t.1 t.6 1.4 42.9 1.7 1.9 t.9 t.3 t.1 t.1 t.l t.l t.2 t.3 t.4 t.s t.4 t.3 t.l t.l t.l t.l t.l t.2 t.l t.l t.l t.l t.1 t.l t.1 t.2 t.2 t.2 t.l t.1 t.l t.1 t.l t.1 1.1 t.1 t.1 t.1 t.1 t.1 t.1 t.l t.1 t.2 t.4 t.7 t.9 t.8 t.4 t.2 t.1 t.l t.l t.1 t.3 t.7 1.2 1.3 t.9 t.5 t.z t.1 t.1 t.l t.l t.l t.l t.l t.l t.l t.l t.l t.l t.l t.l t.1 t.l t.1 t.1 t.1 t.1 t.1 t.2 t.3 t.3 t.3 t.2 t.1 t.1 t.1 t.1 t.2 t.3 t.4 t.9 t.3 t.2 t.1 t.1 . ..._..................r t.1 t.1 t.l t.1 t.1 t.1 t.1 t.1 t.1 t.1 t.2 t.2 t.1 t.1 t.1 t.1 t.1 t.1 t.l t.1 t.1 t.1 t.l }-- ' Unit Type A (48 Units) Unit Type B (26 Units) Unit Type B1 (34 Units) Unit Type B2 (12 Units) Unit Type C (4 Units) _ ° ___ ' .r• Ca291,04NT327K Calculation Summary Calculation Summary Calculation Summary Calculation Summary Calculation Summary N;i 1 Uro. Label Units Avg Max Min Avg/Min Max/Min Label Units Avg Max Min Avg/Min Max/Min Label Units Avg Max Min Avg/Min. Max/Min Label Units Avg Max Min Avg/Min Max/Min Label Units Avg Max Min Avg/Min Max/Min Unit A-Front Fc 0.68 4.5 0.1 6.80 45.00 Unit B-Front Fc 0.62 3.8 0.1 6.20 38.00 Unit B1 Front Fc 0.70 4.7 0.1 7.00 47.00 Unit B2 Front Fc 0.59 3.5 0.1 5.90 35.00 Unit C Front Fc 0.64 3.7 0.1 6.40 37.00 > 't Unit A-Rear Fc 0.79 4.9 0.1 7.90 49.00 Unit B-Rear Fc 0.74 4.9 0.1 7.40 49.00 Unit B1 Rear Fc 0.69 4.9 0.1 6.90 49.00 Unit B2 Rear Fc 0.70 5.0 0.1 7.00 50.00 Unit C Rear Fc 0.76 5.0 0.1 7.60 50.00 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 Luminaire Schedule Symbol Qty CalcType Label Arrangement Lamp Lumens Total Lamp Lumens LLF • 248 Illuminance -015 GB 700WSBOW4W-LED830 SINGLE WALL LIGHT AT UNIT ENTRANCES MOUNTED 8.5 FT 699 173,352 0.800 124 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 SMOOTH FINISH GHT, SMOOTH FlN7SH EXTRUDED ALUMINUM.__-------_ 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, 676 114'-0" ��/ 38 LA7811P029LD4NT327K SINGLE 14 ' POST TOP 2 , 700 102 , 600 BO V Y MA� 4 5_ TECHLIGHTING 4 ~LLSC°�'`` 9 -015 GB 700WSBOW4W-LED830 SINGLE WALL LIGHT AT CLUBHOUSE MOUNTED 10 FT 699 6, 291 1 1 FFLEDI8Y/PCS SINGLE WALL LIGHT AT SIGN MOUNTED 7 FT 2 , 042 2 , 042 1` (,!a^si s.':E= iter t,`thi,>sdf<.,{ LLD°,•,Rail s.:+'unci :i,`. is s, r;;,hi4,for br;'+ n(?;:f<r rind 3 7 0 9 6 1 HAND HOLE WIRE ACCESS cut£t;:-. al;, 1;"nI: ti. Tl--r ovs ti l:IF-Cr-s'<i;r^7"-.<,n 1,7t.`;it^.€a'rt a 1,Q%fl;eIf,:l,'0f`.q-;:A '',.;'fz Total 18"ABOVE GRADE t-Lt.}fiilE'1G:7;ir _ F. �tlr*rr'.:Ifrol•?<;?fr,'t?r.t•. .lit,'2-nt. r:1.:Ir>>'.'•.i},riSi�i„•fi"r'.it°i€�_,r?'in=.tinTs CAST CLAM SHELL f r%1 d;, P `• CCS6502 High quality LM80-tested LEDs for consistent long-life performance and color � Outstanding protection aclainsttht elements: L ANCHORBOLTS i BURIED IN CEMENT FOOTING i •Marine-grade powder coal finishes (FOOTING DESIGNED AND i INSTALLED BY OTHERS) •Stai,nless Steel mitt€nting fwd%^are I •Impact-resistant.UV stabilized frosted acrylic lensing GRADE LINE 1 FFLED1 8Y/PCS RAS f77 #_<<< Project: Type: n.. rill`>.r,_ €tv ,�xb»a>:`".^:.< ;Yb': -.«« •�.<"". • • `>� 4p� lOs,HARVEST POINTE AT CUTCHOGUE BOL"r'•.1,`,PJ: F Ct 'fti7hN 1 Prepared By: Ratt t;.`,N"Ii'PdG t-•`1 Ll L^: t'-x•;n:,:`,° w w 9094 Del Mar Ave. Montclair,Ca,91763 �� (909}985-4310(fax (909)9R2-1807 ,w INNOVATIVE SITE LIGHTING ki 60• $Ap.,, ,",q ° t'4N(i N0141�1.'Drill ftYeY Info Info FIN15H; aT0br C1rTERM[NFp DRAWING BY:K Driver LED I LENTZ DArC: 06/30/17 SCALE: NTS QTv: si, .i of 1 Tyne: Cons°an,Current W;at s: iF','r 120V 02A crate-T:. m 3CI1 K is°•f+. - <, ;, r -- ,e., ;d 2C8V' NIA Co'ar Accuracy: 82 CSE , L70 L,resr;c i.MT011. F,0',Pi".IA 1 t _ .a� 277' N�A Luxt,at+s 5,.: N i h 01' `P- 2 t, a � � � < •! .. ,, a i• .. Input Wilgq* 2?'Ar Ftlieney 01 t.P'.°s sT,=.i7 S£.t.1' -3t E,I��,p..�.. g{37, "..'�" _.."�.'.,��.r?d#f!? ,.. �FZ•,7«.� e�', <%� g,°. I _.ac„��.d. � °' x' ,t. .€ f y :tin„�:�°,.:, Ra:i;x^rgut<t,., ,ti,.:t t EI2.,.r•:,r;i:�ht dt:sigr,ed to tetr.r,:0"':'lJ kA:•;Irl taalat:t�'tlient 0 OU LJ .•. ti h l l ki, 5 lert, Y..�N•t<,1'N\ "d ft'<t'r!:'N .4t, vN fn'41 1:it r .d, , ., ,s,.,w <.. ,.,,,. ., .. .-. - ., i .... .,v.., •• . f.€.C:+... >.... .'r :_z P rg':flxrrtr: t •It+nt;FP,`N ;:i, .L7' .t {> •> farside LFD':••�'a-:.Ran lyk,li^g h r4 n5'.zni-on secu•iv(i0'r'ng. Project: Project: INNOVATIVE SIT L I G H T I N Colo-'Bronze We:gr:::4.3 lbs Fixture Type: Quantity: Fixture Type: Quantity:Y: F r€ r:^r r� ;•- r•mnir•cn:, Customer Customer: - nIr•,tlft°= Technical Specifications M, 5y .,r, c:olrf,n,a "-' �rl M•G•i„tSAO PERFORMANCE PLATFORM SPECIFICATION: Listings Aefl Ofat' t •:::::<K Poject:.>-_........... ..._,..,..._____.__.- .......,,.._ � 15 1l2 -..-'. ' a t', DLC Listed: NEMAT e: ; Ai-^,r,w€<<ch�)t�!t-,:-y,lata:sing fo=s:lt-r�ri+�r cec•,�q yp MODULE PLATFORM • Efficacy ranges from 80-115 lumens per watt �^r a 7t ti Fixture Type: Quantity: n Material: Finish: The Heritage M {. ^ b Th':;p• d•:n is ern ilia as<,:1n Lig.ita Cc>nanm,.m(:,:C) Amthicnt Temperature: N,VA R"m Spreii,l of 7H z 6V 1 All arts are durable 356 cast aluminum A polyester powder coat high quality LED System LED System Customized lens precisely directs the light C� Customer: a„al=red P,nd.fcta List and is e'igi;ar 10,rebates fine an Ally high strength aluminum. finish€s e Sro-staticaily applied and Wattage CCT Lumens Wattage Efficacy Wattage CCT Lumens Wattage Efficacy P Y 9 o 0 u`.ahle for u^r`in 10-1 rr d9 C ambient Electrical ' All hardware provided shall be stainless baked at 430°for exceptional durability ' - Operating temperature of-30C to 55C k`-m D'{ 8t,.n nr Uil'i€;es ( )< . E _._. _ ..,., ..� p Y P 9 P see or zinc ed steel. and color retention.. Products rid 16w 2700K 2000 19W 125 29w 2700K 2700 30w 90 h b to g u r,ar:,tures. steel c lit c to n P o undergo I ,O 6•_ Weight., 25 th ✓ D:C Prwhmt Cade.PS''R7PTf Driver: an intensive five-step cleansing and • Dimmable 10%-100% Lfl_]1 `y o e Cold Weather Starting', " xxture Mounting: pretreatment process for maximum 16w 3000K I 200D 19w 125 29w 3500K 2700 30w 90 s•g'"` gue ..,f'" EPA:2.2 UL Listing: g' Corrs'ant Current,Class 2.10.,-27.'J,til-COt:0 Hr,1 Jt) Post Mount: Post Cap with set screws. paint adhesion. .. - l Life:L70 is 60,000 hours �� may =o m "'•°n' ' Mi-ri-num start na tom erature is-40'F i.•4C'Ci •277V,AC 0,4 Amps, 2 /ran Fits 3"and 4"poles. 16w 3500K 2000 19w 125 29w 4000K 3600 30w � 120 � �a " %. Ss 4 iae Ft,r t; t t At:c"hanS suila=df,,fel tr•,w ti p Marine grade finish provides superior CCT:2700K,3500K,4000K and 5000K : Q s '; r.1:.taa Lr,t} Thermal Management Housing: Surge Protection: Drivers: salt,humidly and UV protection. This 16w 4000K 2000 19w 125 29w 5000K 3600 30w 120 1(L!j LED: See page 2 for LED engine and coating withstands up to 3000 hours i _.. -_._.. ... . CRI:>70 C 5000K Cutehog U e, New York _ - _ M- F,c.V 2 1 drivers ecifcattons. of continuous salts spray,comes with o ORDEi .i j:,i N, C?t-�NIA ION ' x . <.....,.a'� ". .. , w• General; Fixture Mounting: ICSNA L 79 8 LM$O Testing: t7',,,,a.. .rrn;n:an hrueiry fertsirar„n anis nT:nt, a P P Y 24w 2700K 3000 28w 125 46w 2700K 3450 46w 80 g output o _.._...."....._."..._.._ _..__..................._.............._. ........ _,._.__..._ _...._.___....._.__..,........_..... a 5- ear warrant and is available in ultra en . , Parallel t ra a circ sures consistent • Due to size or weight,arm Post Cup mount to tenon RAP,L FD Iter:m,:i€xs hive hat"711 a°.ed try ail a K' Other "- g Southold �'�-- „",°°�„,W„_, „-,"<-°„,_� ,____ Electrical: either a textured or gloss surface. Rin the event of single LED failure ! W - s 24w 3000K 3000 28w 125 46w 3500K 3910 46w 85 L mounts may no''accemma r dcp{,ndo-nl l,thar,,n+y in acrnrdau::e w1h i SMA F,1- Haunting: Approximately 12"of pull wire extends California Title;24: from luminaire. Additional pull wire Modifications: 70nWSCOW LEKGn H FNR 5tr LAMP date all ANP IUmipaires Past Arm Mounting: 7<a,{q LM-6C.oral hnve fertPi:'ed the DP,"rtment of � provided for post mount ars and wall Consult factory for custom or modified 24w 3500K 3000 28w 125 46w 4000K 5014 46w 109 U _ • . _ .. ienvy-dt,ty mo.<nlin.q arm v,`ih a ring..P.:fi }R No. Revision Date A vd. 4 s e F>.• Post Cup!o accomodalo E a'_ "L?ht•,q i n;1a"lahei. r t FD,...SCS Carv,{r. ;t•;dh 2013 Cn'r�mia Tit°w,4 mounts. luminaires. PLATFORM DRIVER pp f4ilin'-.qa sir,:,!s,•{r,;y. ., ' 24w 4000K 3000 28w 125 46w 5000K 5290 46w 115 -uoa 4_277 t>.r•'+'.:•': Material. 3'aid d'pole. LED Characteristics b:iild nq wid t"erthr's,codes as a ronmlert.ial ouldov, _ .... i, ... .. l SPECIFICATION` - 1 r 4'x o n:xt-r a€n_T aunty-d 6A.i,.e<3C 1".-€t.,. € 431' Al:Parts are darable Reflector: 37w 2700K 4000 43w 108 Operates at 400mA Lticsiran: �""'- 356 cast a6.rminum and Electrical, Semi-sra4,.-etre ar,uc'Izu�!»€.r::t::m. Warranty: 37w 3000K 4000 43w 108 high strength extruded r'uli wire provided. 100,000-hour LED lifespan based on IES I-M 8C ,_ ... .-- ..._„. . ... _... Built in surge protection (/t o 9 p Gaskets: RAS warrur'ls f1w,our LF)products w:•be free fon 1 Weight: 28 lbs w 5 K 4 w 108 a€uminum.All maunt:n results and T"P1 21 calculations. k Constant current output 50l60HZ ._, ..,>..,,....,m..._.-. ... 9 detects In ira`ertalu and war+:m.--.n,E-,p for a per,o:S of .,-..... ..-.- - EPA: 0.8 ...- - - ", . .--.- { < _ 1 H}g tr cc ate e c ticone gaske'y ] hardware shall be Modifications: LEDs: (7c'e(5t years iron P e date a•deilvery to the end user. 1 ED LA781 , 1 -P446LD4, - N� - T5_ 40K PC PA5651 I 72; 37w 4000K 4000 43w 108 Driver Efficiency>90%power factor above 99% Q �!811 stain`ess steel or zinc Cansctt facto.•for cusior,: mclud n, cc`mrage a!€lett output cal�>stab°I ,ort>-rr L BUG: "See Table Below ! .-".. ..... ._ - -,....,... 11 114 - Finish: p y _ r- i _1_ - R1;;Ii€,rh:p,Mgt-ot:tputt,lang-IEft:LtDs < ' plated steal or modified nems, p-Wotmanre wie.xfore f n,,h. Luminalre Pendant or Light Source Dimming optics CCT Accessories Mounting Finish •- -- , •--,•K „, ..„„ .� ° 120 277 v01tS 7/28/17 AVL 3 ADDITIONAL WALL LIGHTS FOR UNITS Color Consistent Lor°r,uale.'er h gh-duradlt,iy and fo q isstir•g c&)r Series Post Mount &Wattage Source MODULESPECIFICATION: o Y Patents: MODULE LISTINGS 3-,!"q t.•.i^AdArt,Erii),-b:rnimp to ar hifvr•comislort Green Technology. r - i c=a 1» : .. _. �,e_.... .... _,.,,....< _.... ._,_... ..° .. . _ „ . m,- 2 TOWN REVISIONS 1/3/17 AVL ., to fx:::rr'=n-`xut•a eo n• .rrc 1:FicL de,cr p•o et:°c'.ay 41.5 .a..f�:d3. '7, Efficacy ranges from 97-125 lumens per watt t; "<1r cu^;and free.RoHS ee npira^t comp re is Crn,A,,Pati ts,:_7'°,rh,n:P tau,` ZL.2011301713£t•1 t, 1 2 3 ' 4 5; 6 7: 8 . PLATFORM LISTINGS r Y Y g+nrr €>o';v>s'er pcurd r Goa^Gm;h€cr r=.a:;te3 w= a:rt 1.p Dimmable 5%-100% •Fully compliant with the RoHS Directive Color st2bility: P?ergo r'ai.357,7'no vend'is pa:en9 in 1a`�r{an, 1 FEIS SUBMISSION 5/20/16 AVL ufe of Vor-or tcx,c heaq mela<s ; LA781 '"""' '^ r i� Life:L70 is 50,000 hours •Certifications:CE/ULiETL •Fully compliant with the RoHS Directive LC"I ;5;,:, 1 t ;; l PA222 -POST ARM ., .. - LED C:I',r u rr,•e,Riwf is warranfieit t.+r>r,€ft no mire American Bureau of Shipping(ABS): � .._ Y p Designed by Checked by PA 2 22 - 1 - 2 N JA 72 than 2'i,)K in o:w a 5 y-Ar po""<f CCT:2700K,3000K,3500K and 4000K __..,...., _. .-„ _ _ Certifications:ETL tV Cast alunrinurn post arrn for post f.xtwe. „; _ ; i tFor trse v i MokPu Vl,.hare Dn€E,,qr U^its(M,'DUJ<+nc€ FIXTURE ORIENTATION MOUNTING SOURCE CRI:>90 •Rated IP65 with an optional IP66 rating N '' Color Uniformity: sh,ppi"ei vas=.«s COLOR TEMPERATURE(CGT) ® P 9 Past Ar Pandant N-,mbar Cen:e, Fimus, 1 Post Mount Arms Wali Mount Arms Issued for Date sur"e Pu:t of 1d qrt RAP,'<ra-uu(:f CCT tCctrelarr}Carr Temti(• i,1, Equivalency: 1 Post Platform Module ' fottows the gssi;fa'i,e5 a(tl:a Arnwiran Na',Pn.6', - - 'See Page 3 for Style/Size *See Page 3 for Style/Size ...............`-" '-• ' Egmvile^.t to701NWt:ltfWide 27K (2700K) 27K (2700K) p) �.! -��p�•W i�-zl��.a :.; -,,: ,.• $€hr{t?ta+ei{<tr(SSliprrniiects.A°J51 C7°.:37�'r'-,n,::t:i .. A3321 PABb21 M2141 WM7421 .. "'""� .,-,,.,".�:, .- _ "...,..,, .. July Z, 2015 � P, urs` P W Q _ . ., ..._�_________, •{ r .: __ Construction 35K (3500K) 30K (3000K) MODULE DRIVER SPECiFICATiON: � 2 3 4 ,..,. _. ..._,,..__.._...__.> LIGHT SOURCE 8+WATTAGES 40K {4000K) 35K(3500K) PA5151 PA6571 WM2211 wMaort COWMAN4 IP Rating" PA5411 WM3001 Operates at 440mA to 940mA € 50K (5000K) 40K (4000K) ,,,,," , Inaress Protection rat<ng or:IPE6 for dust and vxater ,,, � -PA5611 -WM3351 Built in sure protection ,,!er,:'v;'t lip, PA222 -- 1 2 -- NIA wPlatform; ma nv _ ....,. _.. P029L04 (29 400 Driver)er) PA5s2t Ma5t1 Constant current PA5651 M5131 DnverEfficfe y 81 power g P Not Approve or Construction P046LD4 (46w Platform;400ma Driver) i wW Con to t c output 50/60HZ ACCESSORIES nc > % o a A6211 W 6 120-277 volts - 2 Arm Configuration ( ) HSS90 (90°House Side Shield) P M51 t ; I, _ n Fss C 0 a MO16LD 16w,2000 lumen,Cree module �-' t`. .• t's. p,` „(,t: N• ,t+ i i•- ;PAPA ,1 ;�n, Katr,<. .�t,;r,s•h^an' vs a'at r;ehK:ni't^ t�.. ,;t' O „, i1..Gra t i',n _, ,r ,, ,. r, < , M024LD (24w,3000 lumen,Cree module) - - - °[ t HSS120 (120°House Side Shield)' �� rt ter''•�f '` �'� "�>'-•- PA 3 1 WM531t rv:,.....,<.: .L'•,i A:€h:.�.r...:,<_<:....,(•` P°-,r-.r.,,. ,r.,=, ,�.,,,., , c! air;€; w': r:r,� ` HSS180 (180 Ho�eSdeStaeld) M037LD (37w,4000lumen,Creemodule) EMG-LED (LED Emergency Driver.remote placement) PA7911 WM5601 WARRANTY Z 440 .......____....__._".r_._,< .. ... .. HLMSPC PA8031 11 - - Q ; (High-Low Motion Sensor/Photocell; ? WM56 > 4'38 /« r J i'' 0-10v Dimming Required) i See terms and conditions for complete fixture warranty. J DIMMING Column Mount LED warrant J 327 %' i .t 1��+ (Button Cell) i *Be,Page 3 for Style/Size Y information I...._.7., ,i,,,Xi y' ? FLED i Y/ t✓sJ RAGN (No Dimming) PC Photo CM 1 i1r ST ARMLIM PC (Sege Protector, & Ok 5) •5 year limited warrant on Modules/Drivers U 245 ._....._..._.__.__.I %