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Home My WebLink AboutAppendix H – Revised Plans Appendix H lit- lij lipill� All All man anni TOM - ----------- a g"g -W,"J"? IN"' 111111IM01"M g 2- 0 9999(p P" 1,12-5 iN A WoMMIMMM"I'll- 11110 imm'w 1-1,11 �N I��, M 110 "Ig sm C, g@,fggm "',mb � V M "NEM & R N I EEO "'N . ....... 'T VIII M -41 -M Z1, ...... ............ '-dlli` z Q��'P 1.,M -E�-01'\�', �,N -i, R E4" . ........ . ............ '-V .......... 'g, g, Ij i5l I M ......... .......................... 'Wll�,NNI�'11�1............. 2 fflv 0 ................. S, �,E i iJ sue; Alk V1 A M ........... ........................ N ......... _n, ......... n", F SIT L .......... & R� 6 "1", zr 1W V N 5, M Aft o V, W R, .......... . ..... . fl .......... R J� �7 V ?i ......... milk Ah Ak �V R J�l W :q iq,, P, 44 ... ..... .......... M ""M R R5v.W,,F W" A 50 5 -!'s g ir ............ 'n Y 4 ........ 4� Mg SIP, FBI 'A R"'E21"�1" 2 `Q Engineering, Surveying & W", 'T- A;: ....... KM5 illl. 2 11112- Landscape Architecture, PC R E�T 0, ........... iU 100 Motor Parkway . ................... M 0 Suite 135 77 7': All . .... ..... 'T�'�N N Hauppauge, NY 11788 US 631.787.3400 0", N 'W MOM Akl-� - ..................z R1,18�-i"'5 Ali v"y- 'E 2", MIMR '10!N Owner: Attorney: Certilman Balin The Heritage at Cutchogue, LLC 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 May 20, 2016 S13-1 Soil Borings May 20, 2016 Phone (631) 979-3000 Medford, NY 11763 C-2.0 - C-2.2 Layout and Materials Plan May 20, 2016 SMP-1 Soil Management Plan May 20, 2016 Fax (631) 979-7070 Phone - Fax C-3.0 - C-3.3 Grading and Drainage Plans/Drainage Calculations May 20, 2016 OS-1 Open Space Plan May 20, 2016 Architect: C-4.0 - C-4.2 Utility Plans May 20, 2016 LI-1 - LI-3 Lighting Plans May 20, 2016 C-5.0 Erosion and Sediment Control Plans May 20, 2016 R-1 500' Radius Map February 26, 2015 P.O. Box 641 Applicant: C-6.0 Site Details I May 20, 2016 Existing Conditions Survey February 4, 2015 Northport, N.Y. 11768 The Heritage at Cutchogue, LLC C-7.0 Site Details 11 May 20, 2016 TR-1 Fire Truck Circulation Plan October 21, 2015 Phone (631) 262-8540 C-8.0 Site Details III May 20, 2016 TR-2 Single Unit Truck Circulation Plan October 21, 2015 Fax (631) 262-8541 1721- D North Ocean Avenue Medford, , NY 11763 L-1 Overall Planting Plan May 20, 2016 PH-1 Construction Phasing Plan May 20, 2016 Site Civil Engineer/Landscape Architect: L-2 Tree Planting Plan May 20, 2016 TS-1 - TS-2 Tree Survey Overlay Plan May 20, 2016 VHB Engineering, Surveying, & Phone Fax L-3 Tree Planting Plan ., May 20, 2016 Landscape Architecture, P.C.: L-4 Shrub Plant.ing Plan - Typical Units May 20, 2016 100 Motor Parkway, Suite 135 Hauppauge, NY 11788 SCTM: District 10006 - Section 102 - Block 01 - Lot 33.3 L-5 Shrub Planting Plan - Clubhouse and Entrance May 20, 2016 Phone (631) 787-3400 L-6 Planting Details May 20, 2016 Fax (631) 813-2545 0 11.0 > 0 M 0 P 2 LF) CL LLJ CL cn z < < C: __j in IV CL C) < -1j E.-UH E 0 0 JUN 0 3 2016 Southold Town Ld Planning L!Ld� U Fy Ld -C 0 C� Ln 0 0 0,P V <I M V) r- CD C; z IF u CIL 1-1 0, M L- P CIL -17 \\vhb\prof\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LC.dwg O V Jd s I Legend Abbreviations Notes: ` Le [ g , A General Exist. Pro Exist. Prop.P ro General 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE ABAN ABANDONBUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, PROPERTY LINE „w, 0 CONCRETE 1. CONTRACTOR SHALL NOTIFY "NYC & LI ONE CALL" (1-800-272-4480) AT LEAST 72 HOURS CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. Engineering, Surveying & ACR ACCESSIBLE CURB RAMP BEFORE EXCAVATING. Landscape Architecture, PC PROJECT LIMIT LINE 0 ASPHALT PAVEMENT 5. PROPOSED BOUNDS, GRADES, BENCHMARKS AND ANY EXISTING PROPERTY LINE MONUMENTATION ' CONCRETE SIDEWALK ADJ ADJUST 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED 100 Motor Parkway RIGHT-OF-WAY/PROPERTY LINE :.. 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 BIT BITUMINOUS 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 BS BOTTOM OF SLOPE 10+00 `,'• 27.35 TCx TOP OF CURB ELEVATION 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES 7. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT - - 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 26.85 BCx BOTTOM OF CURB ELEVATION BWLL BROKEN WHITE LANE LINE OTHERWISE NOTED ON THE LANDSCAPE PLAN. CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP CONSTRUCTION LAYOUT CONC CONCRETE 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 TWXEARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. 38.5 BW TOP & BOTTOM OF WALL ELEVATION DYCL DOUBLE YELLOW CENTER LINE 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 EL ELEVATION 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 ELEV ELEVATION DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. $ WETLAND LINE WITH FLAG ' MW MONITORING WELL EXIST EXISTING 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 FDN FOUNDATION 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 FFE FIRST FLOOR ELEVATION 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 GRAN GRANITE 8. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10 DRAIN CONTROL DEVICES. FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS. BB BITUMINOUS BERM ROOF DRAIN GTD GRADE TO DRAIN 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 LA LANDSCAPE AREA EXPENSE. CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY BC BITUMINOUS CURB - ' FM - - FORCE MAIN LOD LIMIT OF DISTURBANCE REPRESENTATIVES. 10. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE 0Hw OVERHEAD WIRE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, CC CONCRETE CURB MAX MAXIMUM OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. - 6"W WATER MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER CG CURB AND GUTTER MIN MINIMUM IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE CONTRACTOR DURING THE 4"FP FIRE PROTECTION BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT FBBC NIC NOT IN CONTRACT FLUSH BELGIUM BLOCK CURB - G GAS 11. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF NTS NOT TO SCALE 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 CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR MONOLITHIC CONCRETE CURB ELECTRIC 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 PERF PERFORATED ADDITIONAL COST TO OWNER. WORK. _....__._ T TELEPHONE PROP PROPOSED 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 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 FA FIRE ALARM REM REMOVE ANY, AT NO COST TO OWNER. PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC WASTES OR POLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR CAN CABLE TV RET RETAIN ANY CLAIMS OF LOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE BUILDING R&D REMOVE AND DISPOSE Utilities OF HAZARDOUS MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER ® FROM ANY CLAIMS MADE IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL HAVE NO CATCH BASIN� ® AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT BUILDING OVERHANG R&R REMOVE AND RESET 1. THE LOCATIONS, SIZES,AREA DRAIN REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVES) HAVE NOT INDEPENDENTLY VERIFIED INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF SWEL SOLID WHITE EDGE LINE THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT ASBESTOS OR OTHER HAZARDOUS MATERIALS. 31 EN BUILDING ENTRANCE' DOUBLE CATCH BASIN GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT 14LD LOADING DOCK ® GUTTER INLET SWLL SOLID WHITE LANE LINE THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING Erosion Control CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, BOLLARD DRAIN MANHOLE TS TOP OF SLOPE 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 DRAIN THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS TYP TYPICAL INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. T SIGN r PLUG OR CAP Utility2. 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 ®� CLEANOUTCONDITIONS 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 FLARED END SECTION CB CATCH BASIN 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 WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE DRAINAGE STRUCTURES AND PROTECTED AREAS. - - STEEL GUARDRAIL OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO HEADWALL CMP CORRUGATED METAL PIPE NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT WOOD GUARDRAIL ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION 0 DRYWELL CO CLEANOUT IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT. 3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH PATH DCB DOUBLE CATCH BASIN ELEVATIONS ON THE GRADING AND UTILITY PLANS. 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE TREE LINEDMH DRAIN MANHOLE 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. ® AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND WIRE FENCE CIP CAST IRON PIPE SHALL BE SET/RESET AS FOLLOWS: 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, FENCE CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT DRYWELL W/ MANHOLE COVER COND CONDUIT A. PAVEMENTS AND CONCRETE SURFACES: FLUSH AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. STOCKADE FENCE DIP DUCTILE 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 ® DIFFUSION WELL FES FLARED END SECTION C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE CERTIFICATIONS, SCHEDULES AND OTHER DOCUMENTATION, WHICH MUST BE MAINTAINED ON SITE RETAINING WALL SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. THROUGHOUT CONSTRUCTION. THE CONTRACTOR IS REQUIRED TO FAMILIARIZE HIMSELF WITH ALL FM FORCE MAIN ASPECTS OF THE SWPPP AND COORDINATE HIS/HER WORK WITH THE REQUIREMENTS, INCLUDING THE - STREAM / POND / WATER COURSE 5. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE REGULARLY SCHEDULED INSPECTIONS. SEPTIC TANK F&G FRAME AND GRATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY AND DETENTION BASIN APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). Existing Conditions Information HAY BALES F&C FRAME AND COVER FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. SANITARY LEACHING POOL GI GUTTER INLET 1. BASE PLAN: THE PROPERTY LINES, EXISTING FEATURES AND TOPOGRAPHICAL INFORMATION SHOWN - zt- SILT FENCE 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 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 C SILT SOCK / STRAW WATTLE GT GREASE TRAP FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR BE PROVIDED AS IT IS COMPLETED. OR BY THE UTILITIES COMPANY. 4 MINOR CONTOUR HDPE HIGH DENSITY POLYETHYLENE PIPE 2. TOPOGRAPHY: ELEVATIONS ARE BASED ON NGVD DATUM. SEWER MANHOLE 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN: - - 20 MAJOR CONTOUR HH HANDHOLE 3. GEOTECHNICAL DATA INCLUDING TEST PIT AND BORING LOCATIONS AND ELEVATIONS WERE OBTAINED A. WATER PIPES SHALL BE C900 DR-18 POLYVINYL CHLORIDE (BLUE BRUTE) PIPE. FROM SLACKE TEST BORING, INC. (SEE BORING SHEET FOR INFORMATION) CS HW HEADWALL 10 PARKING COUNT CURB STOP & BOX B. SANITARY SEWER PIPES SHALL BE DR-18 POLYVINYL CHLORIDE (PVC) SEWER PIPE. ov HYD HYDRANT Document Use C10 COMPACT PARKING STALLS WATER VALVE & BOX C. STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE AND CORRUGATED POLYETHYLENE. INV INVERT ELEVATION i" DYL DOUBLE YELLOW LINE rsv 1. THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL -., TAPPING SLEEVE, VALVE & BOX 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, SERVICE, AND SHALL NOT BE USED, IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN FOR The Heritage �p y I= INVERT ELEVATION 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 D U STOP STOP LINE HYD SIAMESE CONNECTION BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE CONTRACTOR USE, REUSE, MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THIS DOCUMENT Cutchogue !` I I I I III I II II I CROSSWALK FIRE HYDRANT LCS LEVEL CONTROL STRUCTURE 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. JUS 0 3 2016 ° M WATER METER AND AS INDICATED ON THE DRAWINGS. CUtC110 Ue, New York LP LIGHT POLE o ACCESSIBLE CURB RAMP Plv 9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS Town O Southold PaoningBoard 0 POST INDICATOR VALVE MES METAL END SECTION COMPANY'S REQUIREMENTS. ACCESSIBLE PARKING WATER WELL PWW PAVED WATER WAY No. Revision Date Appvd. 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN.) SHALL BE DETERMINED BY VAN-ACCESSIBLE PARKING ,--- THRUST BLOCKS THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL VAN PVC POLYVINYLCHLORIDE PIPE MUNICIPAL STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM DIAMETER SHALL BE 5 FEET. Q ®G GAS GATE PIV POST INDICATOR VALVE N GM GAS METER Layout and Materials El RCP REINFORCED CONCRETE PIPE 1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE 2 HIS SUBMISSION 5/20/16 Avg ELEVATION EL ®EMH ELECTRIC MANHOLE R= ROF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. i DEIS REVISIONS(SMP NOTES) 10/21/15 Avg EM Designed by Checked by ° ELECTRIC METER SMH SEWER MANHOLE 2. CURB RADII ARE 5 FEET UNLESS OTHERWISE NOTED. N * LIGHT POLE TSV TAPPING SLEEVE, VALVE AND BOX 3. CURBING SHALL BE BELGIUM BLOCK WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE PLANS. Issued for Date G July 10, 2015 0TMH TELEPHONE MANHOLE UG UNDERGROUND D TRANSFORMER PAD UP UTILITY POLE Not Approved for Construction + UTILITY POLE a - - -- - _ �- GUY POLE GUY WIRE & ANCHOR HH El HAND HOLE PB PULL BOX N Matchline MATCHLINE Drawing Number d O N a 0 NEN,b' T 41; L;I Sheet of K' ',i` 1 21 .�'S°APrp3 Project Number 0 29305.00 E )roj\Long1sland\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00-LM.dwg Parking Summary Chart Sign Summary Zoning Summary Chart .0 39'-10" 39'-10" Parking Requirements: M.U.T.C.D. Specification Desc. > °° o° °° °° Number Width Height Zoning District(S): Hamlet Density Residential (HD) 58'-9" COVERED MULTIPLE DWELLING 72 2 1 PATIO AREA PATIO AREA " (2-BEDROOM) UNITS x SPACES / UNIT = 144 SPACES .� Multi-Family (Condominiums) - Proposed Use: i 14'-0' x 20'-0 I R1-1 30" 30" 124 Units 20'-1" 14'-0" x 20"-0" MULTIPLE DWELLING 52 2.25 1 ❑° rl (3-BEDROOM) UNITS x SPACES / UNIT = 117 SPACES i °o Overlay District(S): N/A COVERED COMMUNITY 6,188 1 300 PATIO AREA CENTER SF x SPACE / SF = 21 SPACES j RESERVED Stipulation Of Settlement 15'-3" x 20'-1" I PARKING Required Provided R7-8 12" I 18" Requirements f TOTAL PARKING REQUIRED = 282 SPACES ' ( MAXIMUM NUMBER OF UNITS 130 Units I 124 Units l ♦�► LIVABLE AREA= 1,599SF LIVABLE AREA = 1,999SF g _._.______._...__..__ 3 i _ MAXIMUM FLOOR AREA (LIVABLE) 245,000 Sq. Ft. 219,076 Sq. Ft. Surveying & LIVABLE AREA = 1,999SF Parkin Provided: Engineering, = 1 STORY o 2 STORY E HD Residential I NO PARKING 2 STORY o I Landscape Architecture, PC _ I I STANDARD ACCESSIBLE TOTALANY Zoning Regulation Requirements Provided 0 p R7-1 E 12 18' TIME Requirements 1 0 Motor Parkway `O i4 GARAGE R20,000 S Ft. I 2,003,582 S Ft. co c° - - 248 SPACES �"�► MINIMUM LOT AREA q q M (19'X19' MIN.) _..__.. --- -- - -.- - --- -- ------- -- -------- --- Suite 135 ..................... .. `... 216.51 Feet .......................................................... ...................................._........._... LOT WIDTH 75 Feet UNITA PARKING LOT ......_....................._......................................................... ....................,.........._._ . - i - 8 SPACES LOT DEPTH 120 Feet 1792.61 Feet Hauppauge, NY 11788 2 CAR GARAGE (9'X20' MIN.) 22'-0" x 20'-0" 2 CAR GARAGE 2 CAR GARAGE -------- --'-------- -- - - - wt1-2 30" 30" 631.787.3400 FRONT YARD SETBACK 35 Feet VISITOR/ CLUB HOUSE ...........__....................... ............. ........................................ ........... .__......................................a .................._308.. ....Fee.............._............ ...... ..... GD GD 22'-0" x 20'-6" 22'-0" x 20'-6" 24 SPACES I 4 SPACES 28 SPACES .....<.... (9'X19') SIDE YARD SETBACK/COMBINED SIDE YARD 15/30 Feet 79.90 Feet/ 179 Feet _............_. . ............ __..._.................._....._............_.._......... .........._........................................ GD GD GD GD -- TENNIS COURTS I 3 SPACES ; 2 SPACES' 5 SPACES ; 35 Feet 75 Feet REAR YARD SETBACK ( E FEET PER 1.......-. __.... R6-1R 36" 12" ONE WAY FLOOR AREA...............QUAR... .__.............. 850 ....... Feet 99 Feet 35-9" 23'-1"' TOTAL PARKING PROVIDED 289 SPACES MINIMUM LIVABLE S Sq. ee 1,5 Sq. DWELLING UNIT) 16'-9" 19'-10' 16'-9" 19"-10" NOTES: MAXIMUM LOT COVERAGE 25% 16.92% 1. CODE REQUIRES SPACES TO BE 9'X19' MIN. ................................................................................................................ ............... i 2. COMMUNITY CENTER CALCULATIONS BASED ON REQUIREMENTS FORA MAXIMUM BUILDING HEIGHT 35 Feet 35 Feet • Unit Type B 72 Units Unit Type C (4 Units) it Type A 48 Units ( ) ______-------____---- _ Un yp RECREATIONAL FACILITY. MAXIMUM NUMBER OF STORIES 2 2 yp ( ) 3. ADA/STATE/LOCAL REQUIREMENTS FOR THE CLUB HOUSE: SPACES General Notes i. N•T.S N,T,S N•T•S BETWEEN 26 TO 50 STALLS REQUIRE TWO ACCESSIBLE SPACES. (1106.1 Town of NYS BUILDING CODE) 1. TRASH TO BE COLLECTED CURBSIDE AT EACH UNIT Southold NOTES: 4. DRIVEWAYS ARE NOT COUNTED IN PARKING SUMMARY. 2. MAIL BOXES TO BE LOCATED AT DRIVEWAY ENTRANCE BY EACH Zoning Regulation Requirements Provided 1. SEE ARCHITECTURAL PLANS BY CHARLES W. KUEHN FOR FURTHER DETAIL. UNIT Residential 5. TENNIS COURT PARKING EXCLUDED FROM TOTAL PARKING COUNT. Requirements MINIMUM OPEN SPACE SET-ASIDE 50% 50% MINIMUM SETBACK 75 Feet 75 Feet ........................................._........ ..................... ..... MINIMUM BUFFER 50 Feet 50 Feet * BASED ON SECTION 280 ATTACHMENT 6 FOR PROPERTIES >39 ACRES NOTES: 1. SEE OPEN SPACE PLAN FOR AREA CALCULATIONS W , ��ll I V I 4 1000-102-1-9.2 NOW/FORWERLY OF BARBARA GRATTAN 1000-102-1-5.2 (y (y 427 OSTRANIDER AVENUE _......_..._ NOW/FORMERLY OF LIMIT OF AREA TO REMAIN r tl _ �, RIVERHEAD„ NY 11901 1901.44' (DEED) ROSE'S VINYARD, LLC ; NATURAL `.J U 1904.80 (ACTUAL) - PO BOX 914 I CUTCHOGUE, NY 11935 _. _......,.. UNIT TYPE "A" (TYP.) PROPOSED Crl S38'30'50"E (DEED) NATURE TRAIL W01. F AREA TO REMAIN NATURAL CP ;" S38'24'20"E (ACTUAL) _ , -� 1000-,.102-1=23.1 CP O - CHAR & NOW/FORMERLY JEAT ZAH LES R �z PO BOX 1137, _ A 5n' RIIFFER LA -- `� �� MATTITUCK NY, 11952 1000-102-1-4.6 75,'�UILniN� SETBACK �� PROPOSED PATIO Z G NOW/FORMERLY OF Z c,� B e B B B e LA LOCATED WITHIN W G ROY & DEBRA LEBEL T� SETBACnWTO BE 23 22 21 19 1755 EVERGREEN DRIVEN 39 29 29 B s a B e e e B° e �,9 „ ✓ FLUSH W/ GRADE w -......... .... N _.._.._... . .... .. e N CUTCHOGUE, NY 11935 0? s e a ( C7 e e (� AND NOT COVERED p+ \ LA O \'` e 33 B •� W a " a S37'04'40"E 1273)68' � J v 0 � W G, � � iiltiiitl rL� Cfl N �/] j G tI1(IHrr 1 y �m rnutlll as LA p O LA LA n O a - -� m O C r- 1000-102-8-20 U Q I 1000-102-1-4.7 � � NOW/FORMERLY. OF � NOW FORMERLY OF N PAUL ROMIDLE LLI RICHARD & JEAN JUNG I LA LA 90 BRIDLE COURT r.-,..-• y C, •,7800 CALLE PINABETE >, I CUTCHOGUE NY, 11935 CARLSBAD, CA 92009 0 \� 537'04 ' E _ LA `. 95.00' _... _ �` 03 r_ m ^m q'a 308.7 ` \ GRIFFING STREET 0 W - crt m LA .Co -P m yN a�a esr ,� ILn v Ln � a 10 N N 1000-102-1-33.4 O O NOW/FORMERLY OF e CCy ANJO LTD 0 LA ,9 LA B 1° P .L � G C OADIN CLUBHOUSE 3 ,`` �� PO BOX 871 \) •� � N I�RIVERHEAD, NY 11901 �- 1000-102-1-4.8 = o e B8 e P01 Cn / NOW/FORMERLY OF 67 B - b DOUGLAS & LYDIA BURNS { e f <m l 5a J s°P D p 1750 EVERGREEN DRIVE a2,2\ LA ;` "= M1 o / A n m CUTCHOGUE, NY 1193548 0 C 0 !, LA ."I UNIT TYPE "B"OR "C" s� S37'13'30"E (DEED) \ c c B B I ; LL - S37'04'30"E (ACTUAL) 221.47' (TYP.) etiP PROPOSED N37'13'30"W PROPOSED-/ 400.00' RECEPTION BOOTH TENNIS COURT ,ryp (SEE DETAIL) 83.7 LA LA LA q 1L LA aP 1000-102-1-18.1 1000-102-1-4.9 w UNIT TYPE "A" (TYP.) ( I NOW/FORMERLY OF ROMAN CATHOLIC CHURCH OF The Heritage �;tl NOW/FORMERLY OF o0 75' LA l� L Ii VINCENT & RUTH URWAND N THE SACRED HEART 1650 EVERGREEN DRIVE '6 r 0 1ryP � � Cutchogue �i>a�,�;y 03 2015`� O CUTCHOGUE, NY 11935 `t ¢C( P � i t- 702 701 A 95 I 92 A 90 87 q q I z 0 700 a 97 q 9d q q 89 8q8 A , r Southold Town e e 9 8 e 93 e 8 A e Cutchogue New York -� e A e e e 8 8 I Town of Southold Planning Board ^ryP LIMIT OF AREA TO REMAIN No. Revision Date Appvd. nllnm _ nor I NATURAL 77 77717,=7577' xro. P „a 779 t2o LA 1,7 e 705 110 q 715 q e I aro a ,84 a tq e e 79a e e 2 ,q e e e e tq I (n 2 FEIS SUBMISSION 5/20/16 AVL 1000-102-1-3.4 03 A 07 108 A A 14 NOW/FORMERLY OF 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL DIBOURGHESE COSTELLO, LLC Z 17150 CR 48 EMERGENCY ACCESS ROAD GRASSED PO BOX 957 N 0 . AREA WITH LOAD BEARING UNIT TYPE "A" (TYP.) CUTCHOGUE, NY 11935 j ', SUB-SURFACE (SEE DETAIL) Designed by Checked by 00 , I 75' BUILDING SETBACK Issued for Date OW O LA 50' BUFFER - - - - July 10, 2015 m AREA TO AREA TO REMAIN NATURAL 74.1' REMAIN NATURAL Not Approved for Construction . _ , 2009 51 DE N36'54'20"W 7 2' (ACTUAL) 'q = O PROPOSED CONNECT EMERGENCY I CRASH GATE ACCESS TO EXISTING (SEE DETAIL) q 000 102 8 28 10 102 8 29 a 1000-102-8-30 ROAD, ACCESS ROAD TO BE INSTALLED TO _ _ _ EXISTING PAVEMENT • ' 1000-102-8-24 1000-102-8-25 1000-102-8-26 1000-102-8-27 NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF " 1000-102-8-22 EDGE WILLIAM & VIVIAN VELEZ LINDA COOK - ZORA SORMELEY NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF 1000-102-8-23 PATRICK & LESLIE CASEY WADE HUBSCHMITT WADE HUBSCHMITT NOW/FORMERLY OF 2060 HIGHLAND ROAD 1850 HIGHLAND ROAD 209-50 28TH AVENUE I JENNIFER & THOMAS FOSTER 2890 HIGHLAND ROAD 31 MARTHA STREET 31 MARTHA STREET CYNTHIA LAKE BAYSIDE NY 11360 12270 HIGHLAND ROAD CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 ' + PO BOX 1035 NOW/FORMERLY OF CUTCHOGUE, NY 11935 FREEPORT, NY 11520 DAVID & DONNA.COOK FREEPORT, NY 11520 CUTCHOGUE, NY 11935 _ , •.... _ CUTC E f CUTCHOGUE, NY,11935' 3050 HIGHLAND ROAD CUTCHOGUE, NY 11935 N • • Drawing Number 4 rNl �Nl Adak V V NEW p� 0 ZOU 80 0 80 160 , Sheet of "z SCALE IN FEET c� 2 21 0•c FES Project Project Number 29305.00 \\vhb\proj\Longls1and\29305.00 Heritage Cutchogue\cad\Id\Plonset\29305.00–LM.dwg 0 V E s PROPOSED MULCHED NATURE TRAIL S38'30'50"E (DEED) (TO BE ROUTED AROUND EXISTING _ IN TREES WITHIN NATURAL AREA) - S38'24'20"E (ACTUAL) ; N N JfF✓FJJ✓' Jr.+ftJfi✓d 5 r t✓fif ! / r Ff✓' .j�� /fFr,.,!'/`i ird`.rJ .'F/ - {f/r. rr'f<^d. . 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FLUSH CURB WITH PAVERS N � L U Rog� WITH PAVERS LA No. Revision Date Appvd.I � c 0 YD 104 105 110 111 116 cn 103 A eA 106 107 109 A A 112 115 A 11 A e 108 a e A e A 113 A / I e A A 114 40 p` r2 e A 31' e "' ROAD OTODBE30' HYDRANT, I 40' I °° 30' 2 HIS SUBMISSION 5/20/16 AVL WIDENED TO 26 FT. . 40' PROPOSED HYDRANT, ZEMERGENCY ACCESS ROAD ROAD TO BE 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL N o AT HYDRANT (TYP) GRASSED AREA WITH LOAD WIDENED TO 26 FT. Designed by Checked by co '. BEARING SUB-SURFACE AT HYDRANT (TYP) cl� LAo O (SEE DETAIL) m Issued for Date I' I 75' BUILDING SETBACK July 10, 2015 -a 1.3 LA I — — — — — — — — — — — 50' BUFFER — — — — — — — — Not Approved for Construction EXISTING y o CHAIN LINK n AREA TO REMAIN NATURAL FENCE TO BE REMOVED AREA TO REMAIN NATURAL Z 4 • I • i J -- v. 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(TO BE ROUTED AROUND EXISTING TREES WITHIN NATURAL AREA) i _rT-7-777 I�17 17 11--11// Ili Engineering, $urveying & 7 Landscape Architecture, PC 100 Motor Parkway BUILDING SETBACK lo- PROPOSED Suite 135 COVERED 14' x 20' PROPOSED:PATIO Hauppauge, NY 11788 PATIO (TYP.) 12' LOCATED OTHIN 12' 12' 12' 14.4' SETBACK 10 BE 631.787.3400 12' e 14) 13 12 FLUSH W/ GRADE ........... 16 11 AND NOT COVERED!B B LA F7 4) ( B 22 21 B 23 19 B B DB B 10 B 18 17 B B 0 ... . ................... . ....... EXISTING CHAIN LINK FENCE TO REMAIN 0 0 S37-04'40"E, 273.68' ) + 6+00 05+00 0, R1-1 ED P Lh 0 10+001 9+(D q Ln ........... -4— > fllll 0 0 77777= YD STOP M 8 00 M TYPE B-D T LA > STOP RAMP RAMP 421 (TYP.) (TYP.) R1-1 PROPOSED 5' LIMIT OF AREA TO SIDEWALK (TYP.) TYPE B-D REMAIN NATURAL RAMP + 0 (TYP.) 0 PROPOSED HYDRANT, WIDENED TO 26 FT. 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IIat 30.10 70.10 1.30 R-30�5 ,' -3850 ,. . 29D UNIT 105 am a 6s UNR 110 31.Spx' UNR 111 R- Ri A U IT 116 UNIT 117 NR 118 90 3490 UNIT 120 O UNIT 103 UNIT 104 x, 35 80 38.50 UNIT 1 9 FFE x•83 -3270 _ J1• _ '> I Jt AB -33.93 FFE 33.9 t UNR fO6 UNR 107 i 3215 >� UNR 115 FFE 3225 x FFE 34.95 ,� FFE-34.95 10 .35.55 3290 FE.35.25 x GFE.34.28 3L2p 3225 35.00 R-xi8 ® GFE 33.38 3Y, GFE-33.38 �'; SAS FFE Q 35.80 FFE-34.80 UNR 108 FFE-34.83 �� UNIT 112UNIT 113' 3 GFE.34.28 CFE.31.70 �34.40 x GFE-34.40 CFE� A { ,�, G 5.25 GFE_34.25 �•GS FFE-34.80 FFE 32.70 -30.85 �•t R114 GFE.31.70 ,i' r 32 34.85 GFE 34.25 31 ,73 CFE.3275 29 .30.30 UNIT 119 3190 M18 +"� Lt7 FFE-so.85 r J,.db FFE`3355 .. .. (n 7 298 �o ' :., 71.75 GFE a 30.30 CFE oo oo ._.." ..-31 33 X�T850 ' Z I • a, ""^32 Al • °' 34 _ 3 .,_.t'..c , .. <M I.._..,_ _.. " 31 I 3 29 . J.. rV R-31. , `-,-I-S' �" 33 r ..._.••"q- '1-"°---• s3-'"".d:-'1,'.-..%' S _ _. 30 320 30 M, :..,� s48o -" 3, - 810j ' ' ' ,�..•r..• '....► ®' 5 • • 1Ft!- :\.,i• R,,.,..„.;.{ BUFFER • 1 . �R2-p7 Cit y 7' DING SETBACK/ 3t • 2925 O 3010 29 JO O A_8 A--$ 33 33 33 029.01) =34 , \ sae6 •,�`',li ', _., f .. ,`,. .. ,cK t`a,:z+.`:L „ .,..... -.--........._........... ............„_.-._.... \._._Its'PRN°+x-Y,'..:-„^p.". '.✓. i > �t0° PAt s. s a N36'54'20"W f: , 2009 51; ',(DEED) .�m 2009.22' (ACTUAL) �v.._..a J •,.,..1 r W{a R i \ { 80 0 80 160 SCALE IN FEET Impacted Soil Notes TOP OF 1. ALL EARTHWORK SHALL BE PERFORMED IN n APRON + 4" ACCORDANCE WITH THE PROJECT SOIL MANAGEMENT The Heritage a FROM GUTTER PLAN AND THE OWNER'S ENVIRONMENTAL CONSULTANT.. g Unit Type B/C FFE = 0.00 � ' JUtV O � ZOOS 2. IN ACCORDANCE WITH THE STORMWATER POLLUTION Cutchogue E PREVENTION PLAN, IT IS THE CONTRACTOR'S Unit Type A RESPONSIBILITY TO HANDLE ALL IMPACTED MATERIAL IN Southold Town yp 1%-5% ACCORDANCE WITH THE SOIL MANAGEMENT PLAN AND Planning Board COVERED GUTTER ��- THE SUFFOLK COUNTY DEPARTMENT OF HEALTH Cutchogue, New York a °° °° COVERED PATIO AREA GFE= -0.55 GUIDELINES IN ORDER TO AVOID ADVERSE IMPACTS TO Town of Southold COVERED PATIO AREA -0.95 �� -0.75 WORKERS AND NEIGHBORS DURING CONSTRUCTION. -0.95 PATIO AREA L -0.95 c- r� No. Revision Date Appvd. > COVERED ROAD WIDTH 25 4' APRON DRIVEWAY GARAGE UNIT -0.95 PATIO AREA FFE= 0.00 FFE= 0.0 FFE= 0.0 GFE= -0.55 GFE- -0.55 Grading & Drainage Notes x GFE= -0.55 - Typical Driveway Grading Profile (w/out Sidewalk) 1. PER THE GEOTECHNICAL REPORT PREPARED BY SLACKE TEST BORING, INC. DATED DECEMBER 7, 2006 GROUNDWATER WAS ENCOUNTERED IN TEST BORING 2 AT 17'-7" FFE= 0.00 -0'75 N.T.S BELOW GROUND SURFACE AND ALSO IN TEST BORING 3 AT 25'-7" BELOW GROUND 2 HIS SUBMISSION 5/20/16 AVL GFE= -0.55 2 CAR GARAGE VARIES SURFACE. THEREFORE, GROUNDWATER IS ASSUMED TO BE AT OR BELOW ELEVATION 8. 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL r- co VARIES x 2. DRIVEWAYS TO BE PITCHED TOWARDS THE ROAD AND SHALL BE 1% - 5% SLOPE. Designed by Checked by O i N -0'95 2 CAR GARAGE 5' ASPHALT 3. MAX SLOPES TO BE 1V:3H UNLESS OTHERWISE NOTED. f �! 2 CAR GARAGE ° ° ° Issued for Date C5 -0.7.5 2 CAR GARAGE DRIVEWAY LINED UP WITH 4. GRADES TO PITCH AWAY FROM BUILDING FOUNDATIONS. July 10, 2015 TOP OF SIDEWALK -3 -0. 51APRON + 4" 2% MAX 5. CONTRACTOR RESPONSIBLE TO PROVIDE POSITIVE DRAINAGE FLOW OVER THE SITE. BIRD > ° x ° ° -0'75 FROM GUTTER CROSS SLOPE BATHS AND PONDING AREAS OTHER THAN AS DESIGNED ARE NOT PERMITTED. o DRIVEWAY -0.75 DRIVEWAY -o -0.75 Z¢ -0.95 RD IVEWAY a -0 .95 FFE = 0.00 Not Approved for Construction M m m m ? m 6. DRAINAGE PIPE TO BE AS FOLLOWS 00 Z¢ M M M m m UNDER PAVEMENT: RCP, SIZE AS NOTED ON PLANS ~ a' U-) 2% 1%-5% UNDER LANDSCAPING: CPP, SIZE AS NOTED ON PLANS Lr) - �- - - - - GUTTER �--' fes- ROOF DRAIN HEADERS: 10" CPP MIN. SLOPE 0.5% o - - -- MAX. GFE= -0.55 a -0.75 7. DRYWELLS AT UNITS TO HAVE 10 FOOT VERTICAL DEPTH. 60 jo �_)Jog ke - 3 Q - 8. ADDITIONAL ROOF DRAIN HEADERS MAY BE NEEDED PENDING FINAL ARCHITECTURAL DESIGN. > WHERE SIDEWALK IS REQUIRED, F- J TRANSITION BELGIUM BLOCK AND - - - - - - - - DRIVEWAY APRON @ 0.33"V:4"H - 25, 4, ® � � O 90b- WALKWAY DOWN TO MEET FLUSH ROAD WIDTH APRON DRIVEWAY GARAGE UNIT WITH DRIVEWAY PER BELGIUM Earthwork Notes BLOCK TRANSITION DETAIL. Q 1. EARTHWORK FOR THIS PROJECT IS INTENDED TO YIELD A BALANCED SITE UPON COMPLETION I� DRIVEWAY APRON ® 0.33'V:4'H 'Typical Unit Grading Scheme Typical Driveway Grading Profile (w/ sidewalk) OF THE PROJECT, I.E. 0 CY CUT AND FILL MATERIAL NEEDED. Drawing Number 2. IT IS NOT ANTICIPATED THAT ANY MATERIAL BE BROUGHT TO OR HAULED AWAY FROM THE N.T.S SITE FOR USE AS FILL TO ACHIEVE SUBGRADE ELEVATIONS. N.T.S 3. THE CONTRACTOR SHALL UTILIZE ALL NON-IMPACTED ORGANIC MATERIAL AS TOPSOIL IN LANDSCAPE AREAS PROVIDED THE MATERIAL IS APPROVED BY THE ENGINEER. o 4. ALL EARTHWORK SHALL ADHERE TO THE APPROVED SOIL MANAGEMENT PLAN FOR THEL = 3 *0 N PROJECT. ��0 rtr y , N 5. THERE SHALL BE NO LOAM OR ORGANIC MATERIAL USED UNDER ROADWAYS OR ��oVL4,t"- o FOUNDATIONS. ONLY CLEAN SAND AND STRUCTURAL FILL TO BE USED AS APPROVED BY 00 m :t. THE ENGINEER. 6. REFER TO SOIL MANAGEMENT PLAN FOR ADDITIONAL INFORMATION. .4 t. Sheet of IAJ 5 21 1,t Nr Project Number 6 29305.00 (n \\vhb\proj\Longlsland\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00-GD.dwg i 0 40 V I s ►� I > I H 11 -- I11� ' N SYSTEM ' SYSTEM H DW rY r• f R=28.50 R=29.00 1 1 J . i _ - ---- --- - 100' AND 150' PRIVATF WELL € ", >` X, �. SETRACKS (TYP) F I SYSTEM I DW , _ ' ry _ w r,. r.. R=28.50 - _- "�, \ ,µ , " I " d , ,-,', I I ,:, , _ _ _ - - Engineering, Surve in & f• ,r` _ S38 E EE �� _ _. __.. d Architecture, PC 30 50 (D D) 9 " _. __ y •'' �.• `' S38'24'20"E (ACTUAL) � � Landscape ,J ` 'k , < v'r"� r _ r .,_„-._ .._._ ..._. Y 10 r Parkway , ap �� ,. � . ... < . ,' _ � , - „ . ,/ Moto I'll -,Y i , 0 I .1 {., _ . /f//��: Suite 135 _.....,.._ , � , ~ .r„.•- e k _..... ~ . . s ry ,",'/r✓,`f r✓'i/,�,!/Ff A` ,A- , s , - :i ..,. � tt 11 t'' 1 :F/!f'✓✓r '`'f✓f '/ f �F/f//:f/!//r""/llfJff/r'`//!f/✓f✓ f r p� p 1. " \/_.. .' SYSTEM ; ,'' /, ./ /,. 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'; 3 co♦ :� UNIT 2 X25 �, FFE = 33.09 FFE = 33.85 i UNIT 2019 . < 2.00 - w' I f` `. `: c ,ti 33.40 �. 0 GFE = 32.64 GFE = 33.30 FFE = 32.95 ^ i, / ', �� UNIT 029 UNIT 8x27 I FFE = 32.55 32.20 I Y _ UNIT 18� �° G Tp STEW / w .. 32.20 I 31.7 2.40 " o �- - _ ,, f �, o • , c � FFE = 34.65 FFE = 32.90 ,.,I,A .,..~... ~- GFE = 32.00 GFE - 32.40 4 = s'` ri �`^"~- t ",-10 ` UNIT 6e�35 I m2.20 _ _ _ i7 GFE - 34.10 � GFE 32.35 � • 31.80 31.80 ' �, 31.90 32.34 _ '32.20 2.10 31. 0 �~,FFE 32.05••`" / _' 33.40 38` 335 FFE = 33.55 � ._ UNIT 3231 2.05 32.15 32.20 �, \ S � 3A GFE = 33.00 I 31.20 GFE 31.50 31 • ;; 4 S1 j FFE = 34.15 33.80 A�w S18 'OMH -'f.. I 74'OMH 31.30 '` 3 f 33.50 I " 32.90 } 31.2 S20 ce R= o R=32.63 N 0 �' j. '` ;, VF� 70 E x33 GFE _ 6 I „ ' ~ ! t _ / e akttill y C0� 2 8 - 15 �. R=30.15 M - 3�6 � 2 NIT3 F ' ^� G 33.0 32.80 3280 _ 32 32.00 o S12 c6 U \ t`_'"` ' GFE = 32.60 33.6 32.1 3 10 31.20 FF ,�I > 33 0 C. _ ' 6 �" F 1 d x 33.30 L11 4'mMH 2.25 32.50 I 3280 I 33 7 15 I x 31 0 '`' 32. 4 x 3 .10 I `) 32. 0 x i R=2sso / ":� R=31.50 0 2.40 3,.70: I 3 . 31.9 x 31.80 31. 0 3 0 x" .'I. 32. 0 / 33.2 33.90 x 3 .15 D - - - _ �/ I 32.89 32.86 I , %, , i tti 4 33.40 32.18 32.42 31.10 31, ,/ l ,` 7 2.60 c i , 32.60 x 33.90 -RDS , D- ... - IL ' R 30.5 30 7 31.10 D x - - 31. 0 1-11 I q i i , F 'S a°o 32.80 32.80 X .'; 2.60 x , a ® 31 9 R=30 x x 17 RD. "`', 1 ;f i 33.35 3.40 - D- L9 cB 33.40 _ 33 7 3 .51 3 32 x 32 6 32 53 ' R=31.25 t - ® R=30.25W / F a -,, , o R-30.80 33.40 , 3 1 8 31.8 32.09 .,- 1 7 / ' � 3.40 N - I31.0630.64 30x17 -,~_--.--�' - 30 9 30 42 1 / f 3.20 32 3 1 5 31.53 N 32.2 -' 1 x 3 18 31x35 .w - :' ". _ _ ..... _ - +- ,` - -4--- - X104x X CA 32 x 3 DW 33.34 _ _,._.- -� _ - -# f _ _ - - � `.yJ 33.5 AD 32.40 32. =33.,00 - _ -" _ i - - - - _ 3 10+06 h'" 9+ -, rLLO 3102 c,' .::.---'----` R 31_,50 _ 3 -100 3104 , 30.26 30.09 _ - -. 33.1 x x 3 1.3 "� 2 1 - _-s'-�= - H �� t r 11 ti J1 / On��`� x �� x 32.60 I R 32.10 31.20 31.36 31.66 3 . 8 ��- =G(3 o ",:' ")�3+00 :I ''tf 12+0 �2 _ _ - �,�- -,."-. == _ _ - _ /� R-29.75 ^� 33.3 - 2 31x51 ;' t t iii ® 32.85 ___ 17'I'JO"` `- ` L 3 �.�:w---' II .. Hp .. ,y� -8�0 _,._ > ✓ 1 J F, �/ ~aft __, 1.03 3150 _ .'.'1 I '{ t h /^a f 16+17.74 =31._75_ --,�". _........ .; ' ^ 0 x , 3 k 32.80 F F �, r \ _. " LP 32 ? 1.03 _ _ ..-•a � 1iP ' _ 11+93.3 7C 3L48 \, 1 /' 11 I ,-`'� i � i 3.30 33.50 O,i� : -....� - ---i___ �2- .5k� 14+03.00 �� co u� S19 c6 � TC 3 30.7 3RD"- 32.00 l - /, � _ ' . ,� I - = BC 8 N 33. 33.65 RD R-30.51 i � _� I o x 2.9�''' 4 6 x 35 4 �� 32.00 _ p o 11 _. 3 M 33.50 x O S L10 ce R-31.75 . F ,� (¢ 33.20 _ 321. "., . , ' 1. ' ! ! x� R-30.80 3 Q 3' ^i 1 -- __ - r. j` ,� / 5 x /�,,g /.' �� 0 31 ; 0 35. R=30.85' =31.2 S1'STEt E NCIPC ho 331 A , ' 10 x `� SYSTEM J DW _• I 32 D� 3 0 32.82 , , `L 3 I - 7- o N uro _ _ f ! �..� . -,^rim 0: MIN. -1C R=VARIES f � •" " , r p ° 32.95 x a , 29 4.43x 6 Ln rn TYP.) € m? S15 `c6 _... . ...,,. .." .._ `.`......., - , ° 2.90 / 35.1 M � �� o�J• ,� �, !'" � � - rn�� 28 4.76 II�,ri _ ,�, � -4 = N x� � � " .._. 1. _ , r/ ,1) ^0.. ~ i I t,; , �� 0.J 11 v,try ''' t Lp . ......._..... , SYSTEM . ; I, , :. . - " 33 Qy1// „ II l'y R=VAR1 S 0 „ . . , i M w tD 6+5 .02 \ 32 x 1 % rn ~ J < w. ~� II ® ; Fac _ t 4 En II DW "� N� 1.2 ,, ' ` U)o ?iP 4.93 35.16 =w LLI a N o� - ._ ti 1 TO "�RO� I 1'T+87.32 Z LL_LL L LL_0 SYSTEM' o U'o AD ` :' S12 CA 1 ;,; _" I .. ' w R=31.5 BOT. !N - M r7 #, 33 28 L12 '` o pp = .IJ-3 R=26.50 �. J2 ��, cmn 32,40 ' =28.50 T + RW33.50 _.._ - ~ 00 > r% 0.00 'Y )" �` v 3.10 " x r l }= A 07' 1 15.0 35.00 -- ► n " , r 34.9 .- - f s - .._ � � f : � x _. . ... � ., w 32.10 R 161.08CB " ZWW _ 50 ` „ { 32.23 - 4 9 i \.. ), ' i , W28.50{ �W I ®•" R1 28.50 34 80 X 3 . 6 32.45x 2.2 .0�, O �' 32.00 O 3.10 x 1 . - . ® �3 31.9 4 DRA L I C � 2 � Z • .. ` . .."/,. - r`, , ..,. - ±89,900 CF � .- - ' i 32. CAPACITY TY 11 4.61' IRD 30 `.._ _ ! AD I L2 CB L13 80T. EL. 28.00 r /I 34.TT� ) 11. ,. �c� _ = R=28.50. ., ! HWL EL. 30.00 3 = 25 x�S ;, I • 31. 1111 11 " b' cr t / 32.90 .'.•: 33.10 x 32.9 t` f4 59x 4.81 i - -r�'_ �',c\- .1 R,31 92 H ~J�' R 31.78 CO 'S� R '�JO ® 2 ' P1 0M ;,,N °;,- r ® J3 .,:1. RD-•._ LP �-• 34.92 F`� �S vr, - '� R=30.50"co- 'L 32.90 € 19+n.82 tL� 34.81 M R=3o 25 H �� a+y �s 34 61 � � `r '` _ 2.9 t\ 32.00 L7 ca ,34:40 \ 3.18 L1 c6 'i \�� R=33.05 „1 p x 34.77 yro ^ 1.6 31.30 ..-. v dw, `�? \ o, ._... • y o s/ / d' h o 1 31.30•." x 'y. �' rJ e' - _ 11 ___. -_ o % 2.98 R-31.78 32.23 X T , ,�D. �! 34.81 4pl*,� 6, p AD p h- R 31 25 � _ _. _ _ - `r J :' 31 90 L3 4'0MH ` " ^� ,<y// /j �.' 32.45 / , - - `i f. ;` G)-n C. ' 33.1 \ R=33.15 W ' 9 30. 1 , , ___� 1 B "r1m2 \ .`" _ .50 J=�� / TC`2ml. 3�' 1.2 TC / 32.35 .2 O / �? 31 ~`111 Ie ; �- � •+� 32.51 � � o L6 4'0MH ^ 4 v ® k 3 � �� - ,, A , B .10 6? ` Ff \\ N t L4 CB R=32.08 3 / BC 31.1 / `�3\ 3 \I h.1 O R=31.14 3 2 4.40 .._. 33.1811 2 w LA w < R=28.50 __rt _ "' \ 4 o r R=30. 0 '� /' 2.55 33.10 S��-:52,89 5 3 f '� `� a' ;f � _.�° w w t� � �� / / \ r � `;� x00 2,ss / t . CA c0 $ u /3 �� 4 , co w / AAD - ', i rp w N N u' " ? x 34.0 34.10 ff R=31.50 5 40 '�`) R=31.50 .` - ? 32 2 `f t a 33.18 32.9 t 9 /` X't 3.87 I D 1 - 1 . / 33.10 32X5 3. I- �_ ? _ „ Y ;F t ,� ® F 3.31 34.20 O 34 ' --RD--`-- 31:45 -- .!`-RD- i, c� 32.90 j, �/� 32.90 \ � 4 2�7 � 44+Ipp ✓ `� �� HP, / 33.64 4.20 \ " r SYSTI t € '�i�` ,rs / 328j =31 50 3Ti6 -2�3405. / L8 ce` w c�F ,:, g. �" 1 z3. 31.16 3 R=33.05 CCO I- - EN i -...1 r 1 3 ` �. 3��E �o ^ 3? 31.99 100' AND 1 a0' _ 1 2.98 33.08 33.0 -°'� 4.20 11) 'e 3 .3 4 33.10 ti p0 4.00 ?,9 � 49 / PRIVATE WELL c C0 ��k n/ > 1 t `ca ,. S / ,f` 3 3 (b a' p '' s O / C'C.' E r, ` J �`'� `\ f 33.50 �. " ,y= fi 31.45 0 ,' WT3ACI.S (TYP) i ,-SS2.46x p ,n h i 33.10 32.35 2.05 _...33:25 , _ ` ;'v ', , , _ - z 3 =32.50 �O r-� .:i Y�1, � - �, = 8.50 �� 32.2. ' ` \ 33.39 3 6 - - -- - +00- w ?� 2 4x" ? y�� ® E3......13 FFE BHOU 45 2 � R 2 f,_ Z) 70 Rj`L�T30 -..__.. __. __ 3 . 9 33.45 �'�yii 'S� �7 M `v , . C � 2.25 - t, TC 3 :43 ,� UNlrs / c 'STEM �C 33.70 nr� 31x76 31x50:'' R=31.25 ��1.22 31X40 W 32.57. 33 33.05 � J�� // � � z� ?9 6$ 32.35 f \ 11 t �-n Z t =31.25 FF FF. \ , , , BC 10 EN EN FFE ag6 , 11 2.90 1 z rn f*t a 33 00`' = 32.09 31.83 - 31.73 2 G �1-- k, a 33 85 33, R 31 5 31 55 _ -=RD 33. 'f �` 4 , _ - / CFE 3215 I/ I ` 11 N 33 °` _ p '`� 33. 5 \ ;� ._.: t j P3 2.90 3330 F I C, 11 A 33.70 x 32.38 x 32.22 O ' 31.45 =28.50 3 �� s I UP ✓. 32.90 w tr 2.18 32.38 N � > EN EN , 31.25 , ' f .\ \,,t f ;. h. w,., '� ,� i 3202 a 1 o L5 ce 322 32.0 2.02 33.15 ' ^� r 3`_ A. 1.4IF µ 25 3' ` 31. 2 FF N 1. IQ cr a, 34.00 R 429.00 _ G € '- o o r, c1 I � 32.22 ,��, ��, R-30.2 -�7-I-- : 1.11 32 "' . 32 2 22 �jr�'Y��•� r / : + r7 `,CCJ O kik .� f i R 31.14 f 1 x o UN '�� A5 co S� '1. R A!�TL�. '�.,.. � 1. : 32.90'. +`` 30 2.0 I I,, 33 co V.S ( 33.0 M , ® =) , W . r i` 33.5 , lT 32.38 32.1 2.22 , 32.10 FFE 33 M ? - <4, J��--t,: I -�ui y 0 , IIr 3 .25I UNITS 47x48 32.20 3 UNITS 49 50 GFS ? 1 Yil :ts;} 10,11, _ mT,; �- . _S4 r� D•� xI FFE = 33.13 o FFE = 32.97 ' "� �.i'� .1 ;fit, _:-',°"_ -"' _ r E o M SYSTEM P DW "` _� �- �R � ® ,� SYSTEM K DW 3 0 3 GFE = 32.58 = o ` � t iL. .~;f? " >t r 7 7., R=28.50 O 5 3 I GFE 32.42 ' 2 . T... r..l _ a 3 R=29.50 ;,. �/ I d ;' 31. 5" , s.. „ = 2 ' P4 4'0MH �° ;�. 11 33�5 „ 1.D R 29.85 _'' , 32 i 32.18 I ! .-�- 31x 5 S1'w E S37.13'30"E (DEED) I,... ,!> ® ,. 1 r i' O I 32.18 w L. 31.1E B.._1 r} ., r I i' N ,; R=29.50 5 , / , 11 _ i S3T0430 E (ACTUAL) 221,47 31 f I �i 31, 5 I F M1 ce ` 312 I 11 F R=31.63 4 ° ' ? 30 „ Q �1 t K2 U ,, , ® N1 RYia so / S 2 +77.61- 1 I \ � _u _ - _ �? >-,} ! £z t<t 1�.. ..r _t, 31.87 9 31 F" - ., 1 1� d. / s. : -,., __ -- 31 �' iz: �1 :r > ^ 11 1: . _y I.. 3 � 0 J „ Sl �. P N''s Vii: > , 3 „h i i.` -50 "r 1 ,. / ,.... ®M3 ® M4 'II 50 SYSTEM N DW , ' 31. .90 �I I/ �j 3� R=28.50 ,`�, 3 ^� 3p M x Al I` ,r Kl r. 5 �. S _ i <,.r,.rS.t" x�: ) CH ,k T 3� }r C Q2 �Q3 X29 , 11 . 32 3 S n N TA �' 30 0- r SYw. �7 L 2 c6 j 31 ,. 14 I ® ® Q ® Q6� ^;: 7 e C Li�t�[« it \ 3� r ti.a 32 5, a � ! ti+ ^' t - ._..j 1 R=31.63k: I:I �`x lj' v 11i1 ® } y. I i . �^^ ►E'e'ERY 75' / '��'/, :,.1 ±- r �,,. SYSTEM M DW `�;: 32 F sY' k i :r`°•-.�SYSTEP `L°' '` . 31J5 32 S, oak P1 R=30.25 y ,. / s ^ , _.._ f i 11 ;' C- 4 \ ;..;,,,.« ..�. ... .e ... ...� ,... t. ,'ai'"^.ti,y,?,'!`'• f , tb / 7- �=-^ f.tF.v''t �� i<.r`i l? «. .........< ... ...,�.,« .:.,. - .....�.., .«..... ,.,....:. - ..«...:. J'... I 1 . i� C� �I �p � , �' f� t (i. 34 �• TC 32.13 :' >- �-m - ,_ G- - a - - °° .- .•. l � `n N - x31.94 co -.,.._. 33 r` t S� ,� w ,., 4.53 co _ t BC 31.80 r 30 - „ I 0 34 co 33 TC 32.43 30 _ co P ori t . >' 31.94 t 34 � 32 i 30 I �t ; ``� ' ° I. _ C 34.53 1 BC^ .10 30.35 co __.. M io r I cod p co c R 30.75 co a�` ,_ 14)z � I : ' p co ° 2 34.20 I 34.73 $ 3 �ti 0 33.3 z o UNIT 102 , _ �. X4. 025 ® ",0 30.35 _UNIT 92 - `� 30.7 c� C0 0 3.39 � °° 33.3 co 3 55 UN T 91 � RD 33 30 FFE = 32.89 - o UNIT 96 UNIT 95 I R=31.70 I FFE = 32.55 } - 32 55 _ GFE = 32.34 32.14 FFENIT 32.89 UNIT 100 34.10 = ' ''' 33.59 UNIT 93 I GFE = 32.30 . GFE = 32.30 NI 0 30.95 - UNI 8� " IT I Th Heritage l I _ - UNIT 97 FFE = 31.70 UN 87 33.10 i r r I' R FFE 35.15 FFE 35 48 FFE 35.48 I ( UNIT 88 30.50 e e r a a e GFE = 32.34 105 FFE = 35.15 UNIT 99 UNIT 98 - GFE = 34.93 b 30.15 < FFE = 31.70 I x I ✓ �I- ��' �� ' n I o :: z F `GFE 34.6 GFE = 34.93 � UNIT 94 FFE = 34.34 R- C24 @ I< GFE = 31.15 0 30 5 FFE = 34.25 ( FFE = 34.25 -'� -�s - I 1, GFE = 34.60 FFE = 35.15 FFE = 35.15 34.10- ` r, FFE = 34.34 GFE = 33.79 - C7 c6 GFE = 31.15 GFE = 33.70 GFE = 33.70 A14 32.14 32.14 o Bl CB Y '",,r D - Cl CB 31 4 T ( 23 X50. 0 R=30.65 O 1.94 A2 c6 GFE = 34.60 �_, GFE - 34.60 = R= c6 DW ( ' 3 D � R 32.5s qq- GFE - 33.79 _ � R-28.81 R=29.50 C u tc h o u e � �i);� � � 21}15 "' I R=30.10 x I 2.14 31.9 R=32.24 34.15 I 34.53 R-32.90 RD R-31.70 I = AD DW I 1 q - ® `RD- 32.14 x I �`' I - -" x ` 34.73 34.53 „n 1 5. R=29.50 30.35 = 9.75 R=b1.32 B i R�29.75 R300 u a ___............. , o x 30.55 30.55 - -- 30.95 f York 31.38 DW 'f'O 34.20 I 34.73 I3 ^� I 33.3 ® I' 0.35 'T 30.55 ® 30.75 x I 30.95 I 33.50 33.3 T Q ,., x I R=30.5 J R� - 34.40 34.40 x 34.40 I 34.40 "? ( Dw 34.73 ,� 33.59 o C2 -RD• - 30.95 0 30. 3.50 I 33.50 g Southo l Town � 3.39 33.30 CUtChO ue New Y k I ;,lakliun Board x 4 r LP ' =32.90 4. 3 34 8 ® x' 33.59 ^� ` 33 R-31.25 ® 3p 29 47 30.95 x - - 33.501. - ® Town of Southold ° A13 ® 31.05 AA4 A ^� ::: k - - 07 43 � p - DW �,ic� C8 60MH ,' 8 _ - �RD- N R=30.6 33 =33.2 - -- ® - r7 Rp32.5 34' 3 34 8 34 D --f -- =32.5 1• 29 3 2'iY7 R=26.81 R=29. -' ® 1 32 33 W R=31.50 r-� 3 c.82 3 R=32. 0 TC 31.83 31.33 3� 33 43 34. 5 3 .91 33. 8 x x R=32.50 33 3 . 6 3 .49 ® x 29. 8 30. 5 3 46 3$. 6 '1 No. Revision Date Appvd. 33.85 �. . 3 3.80 9 29.04 9 _ . ... . 11 3 . 6 3 . 1. 5 � 2 . 8 3 5 3 . 6 •. 3 . 6 � �°�� BC 31.50 .2 333 335 381 33' 8 2 022 00�. � • � 30.9 � x x D x x x _ g x x x o A3 MH 33.00 33.42 DW R=32.50 33.48 32.x85 32.53 32.06 -30.75 �`---�..---- 29.45 29.92 32.03 32. 3 R-31.90 R=33.50 x' - - - - - __.. _..___._._..-_.__...____._.._._._____.._ ....__._-__ _._ _ .._..__.._...-.-----__...._ .._._____ �" TC 32.53 ? .~ o z ._ ' p �. Za• �`. C2 CB:_ - _ - '! o Z cn BC 32.20 - ' _ - _._ __ _ __. _. {' �� _ Rp3 & b z R 29.80 I ii R-31.70 � _ _ - - -- -'- i - _ 31.93 32.54 34.51 34.22 32.79 _ _ --- ,---n.30 32.82 31.1 30.16 30.75 32.87 33.47 _ �_,_- x x Q 3 x x x x x 3 .69 AD x x� x L TIrt USF m - 33 - --34 II- 33 33.2;, H 0 R=28.50 N Y; ON At'.. 5 32 32.26 32.87 . ' 34.84 34.55 33.12 x 33.66 33.15 33 ' 3L49 31.02 _.... . 28.91 - 30.49 .. __. - _RD- 31 33.20 , 33.80 A 32 3 _ o s G;Dr A FIER , R=30.60 'AD x.' AD x'. AD 34 .__. ,``', 33. � R� '.0 - -RD- ® x' 31.95 30.5 31 l 29 'bQ , � A 3` Rte' � 2 FEIS SUBMISSION 5/20/16 AVL R=32.1 R R=32.50 34.85 -R R=34.0 85 34.05 33 - 29. 4 29.14 'L°' AD 3 =30.7 31.50 3 - 34.20 . _ IN \ fir, 2 TC 31.83 . CO '�3 ''x 33.18 34. - - 34.05 D 34.05 _ x 34.08 I 34.08 31.75 31.95 I ^ 31.95' RD- R=28.50 - RD tee-'- 31.50 I;, 3 .50 31.30 I 4"A`=1 33.18 33.18 32 9 - RD 35.05 R x -32'9 - -RD R-32.2 ® 34.08 33.8 I/ C9 c6 1 DEIS REVISIONS(SMP NOTES) 10/21/ls AVL I 29 35.05 35.05 ,; pW �-RD •.-- 30.10 I 30.10 31.50 I 34.20 d to `'y 2 98 33.18 35.05 B3 a'�MH 33.85 / - R 330.53 H 30.10 AD 31.30 R=30.75 o Al ce ' .E R B2 c6 3 .05 0 •RD- R=31.32 DW I < 4.00 33.85 3.88 R=30.50 31.75 d 30.10 Designed by Checked by R=32.24 ? ^� R=32.58 , ) I `'" R=32.50 33.25 I UNIT 110 N 31.50 � � �' " ` " UNIT 111 N R=28.50 �; ,`,0 ,� .. .< UN N b UNIT 104 32.90I" UNIT 105 UNIT 103 x % = = - 9. - _ 50� 31.95 R628.8106 UNIT 115 = x I FFE c i - FFE ' 33.93 ` . ' FFE = 35.80 UNIT 106 UNIT 107 UNIT 109 E 34 83 _ _ - Issued for Date 31 - I 2 9 UIJIT 1�6' UNIT 117 33 50 FF FFE 32 70 FFE 32 25 FFE 34 95 cl 31 A6 FFE = 33.93 x _ GFE = 34.28 GFE - 32.15 31.20 I GFE = 35.25 I - I _ j--- UNIT 113 31.20 FFE = 32.25 GFE = 31.70 I GFE _ ,34.40 �C GFE a R=30.60 .® GFE = 33.38 33.18 GFE = 33.38 35.05 FFE 35.80 FFE = 34.80 UNIT 108 FFE 34.83 34.08 UN T 12 GFE = 31.70 July 10 2015 11 11 w RD GFE = 35.25 _ 34.05 RD= _ `M I � GFE = 34.28 FFE = 32.70 i FFE = 30.85 3010 N µIf - 29 RD x x 3' GFE = 34.25 FFE = 34.80 UNIT 11411 I E = 32.1 .2 - / 32.98 " ' 34.85 0III - - i = x x GFE = 34.25 g _ & D• D 1 � 33 8 31 75 D FFE 30.85 31 30x o A7 32.98 � co co GF 5 29 5 GFE 30 30 - " - r. . . m 34.85 33.85 I ;:,3318 rs C 1 31 c F 31.75 GFE 30.30 1.30 `: Z ?9 ` . t" _ p 33. 5 t I 2g'�0 29'90 m I C0 I Not Approved for Construction ® t® 32 1 °° I I4 00 � ;. ::, _ Al2' ® �; . X7_34° ! I y,� A,Q- 4. ..S.. :., i, m j a I ( - �`" .. N o R-31.00 " _ ;,N._ _�' "` 30 co € 30 t � u t E " 4 'I (� 33- a.�_, -+ ' ® :'. ..,, t 20� r yv'cJ' �`. 'ra !.._. 'i}i'. r' I «. .,..,,..,, ..«,: ...,,,�.» .,.,. .:.» '' ,� :�.......n,y,- ,ali - - T I ... � o 00 ,. I ./ 3 S �- 29 016 - z - • • 33 �-- -� �� S ` _ _�. _7 �m w o_ SYST:, Ji,�, -5 t . � 32 € `EI; b y S ,'!I('P, '- . A I}i t' , ! ;° , 0C20 : Jl _o r*i A8 4 ;N► ® 6'``, 2.50 ® ® C1 ® 014 013 9 R=29.10 CLEANOUT I �^^ x ® ® ,,: ► v^ 012 011 ° , ?6 . 0 32.75 B4 ' B5 6 7 a x T' ® ® ® ® ® 021 I'`JEFi```75' , • � z 9 \ _, 1. ` R=2925" , T�,P' ) _ s a F:1 R 2910 ....._ Si' b ® - - c qq11 32 C_6 ® I 'S� ?� ?8 R=30.10 1'yTER'. _ 31 29 30 31 32 "" .. _ I A9 ® , A10 33 32 31 32 "Ill 33 SYSTEMA DW R 29.00 _,.. ^ 1. R=2aso 34 33 � M� - "' Q _`_1 , r,.. .., / ___ FO -1 "Ill > __ " -" > �`e-� Drawing Number , , 1. 11 -°�1 ._____ _ 150} PF�IVATF lr._ .. t , \ t ` o , _° 1 - / / QO �'( `�JATI L SL I BACK �, . , ; i 1. " 11 _ t I .. W. . , 1 1 -11 O : ri "I , _.-. _,._ ._....,.. ,,_... , 11 l 1. C D \ O� N __ = / / 0� ,. , L = 3 * 1 / Q , It1 N36 54 20-W ` TEM B DW • ` ' '1 v. SYSTEM W , . SYS „ . , 28.7 O R 5 ( - y e t" N = ',4 . " ". _......__..- _ _ , T '^). T � y f I li + r,av , 6 21 : l ,i ' , i 1t � �, Y 40 0 40 80 _ , vl`o' N Project Number U) 29305.00 SCALE IN FEET \\vhb\proj\Longlsland\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00 GD.dwg 1 W I l t V 41 I (� „ I z I , ..... 11 ............ I I` ; . I ! , _...�.....-.., I .. r } # rE , __ _._,.. .. i. _ . _ 1111 1111-.._.._._. ,._..... I y _. _...,._.. _ 1111."__. ....._._.. ._ 1111. .. 1111., 1111_"1111_ _".- 1111. , ' , '11:, - __ 7 , 1�" "". . 1, f f x.., i ' ...m -- '- 1901.44� (DEED) r „"1111.. _.. 1111 _,,... .__.... ...-__ 1111. , w r i SYSTEM G DW f' _..�.., ,, 1111 ._.._._.... _. .. . .._ 1111. 1111_....__._. 1111.. ACTUAL R=28.50 j ! 1904.80' ( ' _.........._ :r; _. I " . 1111,. _.. _..,.•,,. _..1111. .............. ..1111_..,,,,.... P 1111.,., ..........__ ......_.....-...__.......,,._......... ,,......-_.__•- F ,i ..s .�...�`•� N s !' .., ,. _.., 1111.,... ,~,r' 1111 .. _»..,„. ,r _ , /. 1111 a ' -' , -.. t .a, I r' .......1111.. 1111 y ,.,, ,,,,.f _- - 1111.._ ' _. , .; __.... ... ".,. t _- ,�� ,, „ , - , ..,.,,_,..,__,.................11 I r _ _. / 1111€;, ...1111 , OX • 1. -� i � N ... 1111_.. ,.�.., , .,..f. : �` a ......._ .._ r, r,. - x �t i % ' ` Engineering, Surveying 11 "I ,, , , _,�..,. .M...I �f� 33.25 , . _._. ., ngi ng, eying _A 1111. . :1111.:., " 4 0M -SYSTE`� , =28.50 H � - '{ i i ' 311. I , lT \J lT \J •/ff�. letr, P- R / ' Landscape Architecture, PC . ,. , V V a .i -.r'F.a 'Iff /r /tf/ffi., I a ._ ` ,: 11 . 11 i `�• //f/f// \ `t.', ;f/ / f/f�i Gl ® 30.9 "..� rF/r+ -�,. ..,,:.•f,x,•�f:--�.,►>��:F. >:f �`I _ Motor Parkway Ff/f//,•r /f'f f/tF//ffff ftffd/fr'rfF>'r/'' !' df,arf> I f/f''f//' 27 100 M t //�Ff, //�ffff////ff, ,//ff,ff/ / a' Sulte 135 /ffi, r '�11 r- YS .6f I , -28 , r, ST ! I , 1111_. t {. Ary �� '/` r 1 . :,lY 1111. i SYSTEM ,'` /' 31 I) / _ ._ Hauppauge, Y 11788 9,� 1111 _1111. 1111 _. 1111... ___ 1111_...._......_... , a , , 30 ,I�= ..: `" 1.787.340 I \1 . , :' . /; 1111.., ,. R: ,. 31 31 SYSTI M '° _ 63 0 `+ 11 111- % v o _. .. 1 G I �1111 , y 0 m .a 31 00 �I 80 x f ! 11 �. - "" _ '�;, R728.50 ` I I I � , , ; 31.00 10 � 30 1111 ., 1111,. ,' C*O X � ', i "�• °� I 1 � 8D 32 e } 32.90 .. ' R r� _�,._ x ( 32.20 � .,; „' 31.00, UNIT 2' 32.10 co t - �" !f J` co 32.14 32.90 t c0 , r = _„__.........................._,___. _ _ . _......._.. ..... ___.___.._........._.._......_.._..,__. .. .._. ro m ' I UNIT 14e�13 � FFE _ = 32.75 . UNIT 16x15 . x31.40 2� ;:f __ 1111_. _ G 2.00 t 31.10 I-'' _ FFE - E _ 3 .05 ,,.. X I 31 40 - o UNIT 22x21 „ _ - µ. .. 1 X23 _1111._ _--., 85 „s GFE _ ,o' 31.10 32 20 x 31.90 _ 26 } GFE F 32.50 ' a� _---�F 29 �> �'�; l- I 33.09 FFE - 33. UNIT 2019 . . 31.10 0 2.0 33.30 GFE I : 32.64 FFE = 32.95 ,; UN co` 26 3 • �:... 32 0 3 0 32.2 ;.UNIT 18x17 , . 31 20 - • GFE = 32.40 " k.',. 31.20 ' ` 31.70 _FFE �r 1 p�, 31 40 x � . , i ?g ?S - 2.40 FIFE = 32.05' 31.50 G � 9 x , 32.34 ' '32.20 __ 2.10 31.40 � - ' I • - S11 a'�MH ',' 31.40. ^. .... 32.20 GFE = 31.50 31.20 _ _ ._ 31.20 _ _ I' _ - _ _ 1111. _. 1111.. S6 4'0MH F£ 32 5 `N R 30.31 0 R 31.51 31,� � "��\,`"� ./ J � - '; S18 4'0MH 817 4'0MH 31.30 31.30 31.80 ^� 31.60 J + � N }" R= o R=32.63 r 31.00 32. 0 x .; I ` .YSTEP�'. Q ,. ,,5, N T 31 DO 31. 0 _ - 32. 0 _ 3 1 i t', l�h B-2- - f . , w. ;` , r� o ..",. �_. S12 CB 31. 0 -.RD 50 X 31.6` f ;. .-.. 1111_ . F. I 3 32.00 0 '-"' 2 0 E8 a'seMH I 11 R-29.90 D-- D 31 8 31 8 32 ,' 0 31. 32.1 "` :' , x 3 .10 � 31.20 _ _ p, _ D.�.. �. �-•:.�_ ``. 32. 4 3 .10 ,�� 32. 0 x Ap 30 43 R=30.00 R=31©0 32 2 3j 8 1.60 31.50 FF�N� �� . R=30.75 D -' - - , 32.89., 32.86 32. 0 q_ R 30.2 30 O' HP x I CF \•��, 31.10 x30.1 a 1 05` ';•31X85 " "" s las 3�. x D 0 31.6 F�` 3 8 I 32.42 -- x 31.10 31. 0 9.97 + . 2. __ '- , 69 qq 3� _.. „ , } 31. 0 x �� = - -"{ �1.ye v o 31.55 R=31.00, 3 0 31.40 , 3�3 31.40 S37.04'40"E 273.68' , .. x .17 - - -I - - cr-I_ g� 7 S co O ._.._ .. _, x 32 6 32 3 1. 7 - 1P - S, 40MH - 3 x 80 x 1111 f 1111.. -. ...- 11-....11, 1:1 ,, o,; _. pW �^ 7 _,. R-31.75 0„ x/32.09 _,_,; - ___ _ R-31.25 : x R=30.25J_14_�92 _.7,+12.69-', ". - _ �k 6S + 11, 32.40 a._."_. ., __ f - ._ ., - v ry a L .. _.. _ _,�� rn" - --4- - -r ---` X1.84 __. -•�. 30. \ a �l- , S8 S4 cB __. ,. _. to o Ln - -I- � _ 31 4.' 30 :, %%.......: ' =31.A0 _ __ .._._,.___, ._"._.. - :11 11..:: - � a N 30.09 _-f ,.a 10+00 1 9+ \ �__-1 30.26 1111..--G - __..",1_-111. .... . _. ., _ _ . , _ - _ - w. r _ , _. ,.. v W 0 32 `'�--"„�-..... _. _ - .�-_ � _::... 31 {4 - .e_ �, 5 60 31.6 �� E9 . . ..,,... ... . oke, ,� } 1 _ \.� F- . YD I �O -..,_ N .. .. i - .. .... > _ 3 \ -24.00 1 ._ 0 +0 3 ,...,.... : i � �i 1 M' •. 8�00 a .50 � .,,�-M.. 4 G ' , 0 1 ��G o ri � - ,'� S13 CB .., .. 29 ,� _ � �j 3 �,.,.* .."�.�`� DRA E p � N IE � ii "1:111 .. . _ 1111 : .. .' +. 31.60 •>- -32 32.10 x 3? 32so 28 x31.3 +831.40 3 \ 1�30� 30 3 31.40 F •E� (NATURAL DEPRESSION) v D- 9 .. - ±86,525 CF W 1 1 -RD"" 32.00 ® ,v .. . 26 7- a pW u \ SO + a.�X �2�S" ' CAPACITY .. , N N N St R , " =30.50 1.53 31.3 �`3j HWL EL. 29.90 I 2 rnIn D 3 3 - q S3 a'0MH O �_ N N " Q 2 ..,., 8=31475 0 L �I -,. �X - R=31.11 J 2.40 - - R=23.50 " 0 N ,., S _� •2S � E1 O N N N w c.+ ,� _, ® R=26.50 '�' +30.40 CO �� N .""-' .. - µ 1111., M , ` X� •41. � _ 1111 3 57 \� 31.5 ,. N � 1111... �� " . R 1. 30.17 0. o N S8 4'0MH r\ =31.0 `� 5 2 _, cr co 1111.. 2 0 � �j N I t Q �; 'r1 C " 1111.- _.. .,. 1111. 1111 .. .. R=30.3D } o ^ CoN M w �. 32.6 f 29 �� 1 Q I r 1111_.".. s'n�}? S15 c6 �,, r 1111 j .............. ..- : 1111. r,, 3 r\ r, © " 2� • _ �', y. ... r1 . R=31.08 w P t ,./ . ^ " _ \ Jt� .- 1.5 I 11 11 -1 • O N x1 _ ... o J i n M, 32 32 32.50 g LIP .. 1 O y, , • M _, _. - � + 1011 lI �' � 32.60 �� • _ ;� � 6+5 .02 _. wrj N 31.2 ® ". DRA S I Z W lv _.„t4 . . +. .� �p �6� �P�`� + �p0 I. G ♦ ..,,,... .. . ( � i l ±114.600 CF. f �`�O 1} 1i N \ ., `` ... _ Q o Ln AD ' S12 CAPACITY . JLt Cj 31.75 �0� '+ f�sr >> y♦ `\�� S.} ESA ' „ _ ; ,,, 1111, I I R-31.5 n BOT.'EL. 2s.00 30,85 / �?'�S 9fQ 9.901 l\ ; 1111' - k 32.20 - R=26.50 �' g s� 111, . . . f 1 xl ' S HWL EL. 29.00 �, q\ S2 CB is _.•. 1. �� _... � 1111. 1111.. .. 2 I i 00 S16 ce 813 ' ® 3 31.3 „ c��Gy� '�� ` R=32.28 �',� _ 31 >L r I- o 32.00 3210 R=31.08 _ �� /, > _ � . `,,-;',, ., " :j' 111 32 _< _. R-26,50 F �S X � a" :' c co .�F 0 • - •� D OS �� • �> 33.5 >d. - F` ,,I` ,p0 '� 0 ENTRANCE DETAIL i i 2. O� ,� qq-30.10 / �� _ ;AD o ��S �, _. `� - SHEET 1. At0 �2 , ' R9CB956 i 0 �' R 31.00 + ��0 R=32.80 / / O �? �� 9� x "� r� t ;. t s THIS S > C11 r �� +� f 31.0 a�^•' R O �� Ub ,.. ti'S 3 F2 32.30 33.77 / s . n S , ' E ,T > ' ,t , N, r, ��o,� 0. �? 34 4 3 8 r 1 ` . 4'4 R=2o.so j/ z'` S % � > 33. 5 `� - ,S37`0 25 rr /y 'So e /z, aTk Ing c,` R=32.2!$B \. ? �! 3.57 s 95.00' ` 2 TG s 1% 5144'O H „/, , /� 31.0 ^b h ri---� i `� �O 32 2 Y" / G� J, �cS R=31.92 S10 29.56 &' ^ 0 0: ; - 33.77 D �p \, W 24 50 _. F \N - �O /" �tij`� a� � _ R CB 30 /� � � �S \ / � ,' .,,. ,,. 26 �'` CO � B 0.00 _ �' D .� r E3 ce % 6'� s " x y r r r. 2 �',�F` _4♦ p G)�G2 ';., _ 50 W p R=23. � AA `�O �' R=29.75 r \ o -32.8 i ` R-27s7 BW 27.50 27 2 g6 0.20 �<v ,"- 29 TW 28. ,��. ��,�' a� � -� '. _ GRIFFING STREE T 6,r'p AD ` e 28 / `L + J�c�<c RS \, �cP ® ��0,? { :f. r - �S` R=31.25 "\ g 29gS 30.40 ® � ��0 ul V 2a ��'.. `N - ' „ . „-,.. . -,._ \ 4 , u' \ 29 A, •3 ti01 t,i�i s i c,' tr'tS _ - ry _ ,�.„ 32.45 � � ° pD �, Ra. 9 30 9� 8=32.50 \� s �p♦p ,��OC° R1 32.35 2 S / 29• + ��, o _.. s, . �'�` 2 R zoso ? \ 31 % DW 30. 0 t'STkP"- - x` _ `1" �' 0 62 S f R=29.7 L-2+rlo.00 S , . + 2I'll9 r 34:45 `�' 45 ' / S2 + ux 4+95.4 32 .% UQ�j. / �O y0 2 7s ``30.30 \�,o x co s i t �\� / �. -' , q, `. (n cn RY2o so FCB/DW �o , 2.55 . 33.10 00 2.Ss _ + 30.80 R4 - 34.65 r z t , _ 2 5th. _ TW 50 Ln � / '''' AD _---- + \ ® ;.r xa z.. , os �\ °j 0 BW 5.50 / N r., ' c,+ <? 32.25 40 \ Sties R=31.50 �\� " �-, -k/ 11� X010 `�° > co 34.4 �� - __ `�R= 27.5 [(n L _ _. o �� ce I / 33.10 32 .}��_�_ - �2 _ AD 'y i 'SPP- \ 30.3 �° , . �11� CO r: `E ., ` E5 ce - R-27.57 a } 3 N 4 , j I- _ '� 05 30.10 r a , 'S x / _ N \ f`'S 32 � ..., 11 R-30.75 X16 g' 30.30 �'\5 ��' 0 i' YSTEP. ,I> 34.2 R=31.15 N :� ` o 0 g po Q(11-,,;: co 32.90 ;�G�j 32.90 31.50+3T 6 , =31 43 3 5�'Lg S1 30.30 J� 0 C 2 S5 �5 5560 / 'a 3 TC 29.73 Z: F T 2.87 E : yS ^� . , x C 29.55 G'fc`F S 2.9 3 32 ^ 3 FF ® R3 ` R ® �D r , BC 29.40 BC 29.22 T _ .78 r -1� F 3� 70 2 31.99 31. 6 30.20 GF t S f co ,.. o rn E4 cB BC 45 '/rr �a 61, 33.10 R 1.09 N SYSTEM R DW ^0`V ,�19 ��' M R=31.50 TC 29.48 iw / „d 3 ?19 a, 3�S 31.2 1.29 10 ,g0 � 9 R-28.50 60 v�� -b 5_0 e0 DDW 0 r �,. -BC 29.15 �` t 28 P \ / 33.10 33.10 32.35 2>05 32.25 013- ODr 1p 0 2 } �jJ• E 5, + R 33. I ) `i. ...�, 29 E1 4'aMH :8.50 �, �O 32.25 N�� '�2' p,9 �0 n_ ® R2 ;, ,, �0 FF�� 0 / 29.99 "' �rt TC 30.23 f 30 R=27.75 , ._ 1 2.25 V ��. 31.0 2 G 56 Oy0 ® %V / 3� TC,30.<, BC 29.90 . 11 2g I r` 2.90 U/y S!" �. 31.29 E d ur �. 32.35 FBF >? S X ,SDS e g _� `�' 3 wti-.-,••y.BC 29.92 31 N FF �T 65�' G 29 �0 0 �5 r _ X °' f 6g 31.10 5' , - TC 30.23 31.15 31.15 GFE , 33.85 t' \ 00 v;�" S g0 4 5560 > v"° LA BC 29.90 . 3 32.15 5' 2.90 3. x68 s �.':' ^ P3 3a . UNITS 6 ` 31 R1 0 �s 2 '' ,".''. D 7 31.25 ® =28.50 32, GO f FFE _ 3200 ` 1. 'rl t ;;,,,.��' ri.' O �GF X56 5 • 36 � o I 3j 11 GFE _ I . 45 - �. r � 32.0 �,1111• ;V S�� hq0 yg6� -34 50 b` I P .' d t 2.0 e 4 CO 'J /' . ., r �\'� b( h0 + ' //5y 5p � yh� 50 j` . 0 5 66 3 32.90 / 'S�' r�0 . � i u, J ` S. I •y1 3j 3 1 ® ! 3 � 32 \ FF' �o 1. • ^7N CO F �� tij^� 511+ , 1\ �v. ' `- SYST f .�' So G x31.75 31.75 SYSTEM P DW ;;' X. '" - - 1 _ ��. oo 0.�0 3 R=28.50 30 P4 4'0MH ;..," 30 `� _ �'+''/50% 35 , B 16 ,. R=29.85 31.25 / , D9 CB 'S .x✓, \ 11 i r f-r- x � �,.-��=c i .:.1 30 y \L\,,, / /' / S� 34 , ".` 4,:.., ,5 1 R 32.97 31.25 }Y = - 1. f� v ♦ �� gti 04j ` O `tig / �: � ./ ' , ...:_"TI 'll31 :4 : \ \� �o \�w ,�DD_�O \SS ''�/ D �' N37*13'30"W 400.00 I 1, SYSTEM a:EM i \ `1 ,0 e q SYSTEM Q DW `�� Tr" 1< C ., Dii,_��. 32 ;. A-1 c v ��' FF. �� p ,,,4 f R=32.50 R=28.50 I .' ? r 33 ;ti ♦ F F, S >k'1 ` <:r 33.75 'i fc,>I 15 113 U ,gyp S�'+� 13 ,/ 1� `� rixy, 3 .1 I .3' ?X' Sy ♦ 9 32.1 5S j + / �� `I'�`L0 \ \ r4 ' >.: ?f c.r.: •�• .. 2 11 �� '1`l' O. �I 3 4 0 \� tr, 6� C , 1+1 29 3 x w� J i �~J' \ Obi 10. 0��6 \ R=32.97 �D CEI C��C,� y`l \ I�j ^ S Q4 S�_V 33 25 FFF' , / GF ` 1 Yt f o �? \ , , , 1y O ^ti ® ® ® '; - 3 X00 GFS 5ti9 ® 33.45 I \ 'moi {; � r4 �. O , c . ,�D / ,p � Q / 1 /`L� �'�I; I , .; )" y' f/,~ R 531.14CB /5� /'S/ R 731.74 B I O i ,�- `cam' 3.10 - -" p , 34 I 3� ��J� �'S$y0 10 % / ® ,5 M f , 30 3 Co L 0 co11 11 � � I ! 3p I 34.80 x + 0,0 AFF, ��1� ^� 7 rL 33,25 ��'� ,j 30.75 0' co (` d 3 .3 34.80 � GFS < 'o / ,� D6 ce J o 'S r MEET EXISTING CURB I t 30.7 V co UNIT 86 32.25 R=31.33 \ �, D co 33.30 35.00 UNIT 85 ,gyp \ SrL � x �p " FF �, `<' f �t BC ELEV. = 21.50 . _ 0 , NI 0 - I FFE = 35.75 34.8 5S. 'S'`I GF ♦ , FFE = 31.70 30.95 UNI 89 UNIT 88 30.50 UNIT 87 33.10( GFE = 35.20 FFE = 35.75 D1 ce q +�, D3 4'mMH \ ' GFE = 35.20 �- R=32.56 -3Z.00 R=31.33 ,1: SAWCUT EXISTING PAVEMENT • 5 _ FFE = 31.70 FFE = 34.25 FFE = 34.25 x , _-, i / 32. \ x33.25. I The Heritage �� 1� _ ---•--a----� - -; GFE - 31.15 1 Ai M GFE = 31.15 ; 30x25 I GFE = 33.70 GFE = 33.70 _. AD \ 10 S '1 / D4 4'0MH , ` 2" + CREATE JOINT t Rw29.50 R=33.90 34.80 `' 40 5�' 32.90 R=31.50 SYST E? f`' 1: I - ` _ DW I C10 ce D 34.80 35.71 00 x . y`L� 1�0 // +�> / A-9 r tI 1. t tA'' nn ' C131.32 qq 0 v-1 ® s �� ` ,' I iL`4 V 5 r ) 9.75 R=29.75 3�. "' Cutchogue } t 1-1� 30.95 �, 33.50 33.3 35.00 + / -32 � `�> t I - \ ' -__,___�_-.�..! 30.75 30.95 30.95 30.7 33.30 3.50 33.50 x . -- D• -- _ 35.0 _ D 1 33 f `l'` 3.10 ,/ , ` ,_ �J Q) C8 6AMH A - - 1RD-- 3 34 ti 33.10 Cutchogue, New York I D 30.95 x 33.50 34. 6 35. 9 `I' C>�� Southold Town L - ® W 34 6 34 9 + " r1�- 'S� . ` ., Nanning Board R=28.81 R=29.8 - 32 33p Town of Southold p 0 29. 8 30�.35 1 3 .46 ! 33.06 8=32. 0 x `J lo �� ♦ " - . . 1111.. 34X83 34,66 = 0 _". _ 3 . 6 _ 0 2 8 : 3 5 3 6 1 11:1 1,. pA,p D4A4'OMH � �°' p� 2� "5 ' 'Pp R 3 50 �F�c, � -x32.9 ♦ � R-30.50 _'+�" f I � OF PAVEMENT = 22.10 3 _xX� � � ELEVATION ® EDGE c- X X X 33.10 \ GF ♦ No. Revision Date Appvd. 29.45 2.-.. _._ 32.03 32 3 M� yI I 3 D2 ce \ 33.10 . ♦, r' ` _ p0 MEET EXISTING CURB 0 o z D / F / ) , 1=- `• ',) R-32.56 / \ , �- I I' 0 ..� BC ELEV. - ;21.50 GRIFFING STREET 30.16 30.75 32.87 qq ` __w__••_••_,33:95 ��33.10 � R=30.50 `..� ;" D -, ., � 5 X x/ x 33.4 av =31.80 ® 51 f , / C0 _,, ._�, 34.28 �� f " , r -1�- ' ✓' I EXTEND SIDEWALK TO EDGE OF 30.49 31.08 31 33.20 33.80 RW32 7v' 3X12 34 2 90 `.�'�,5�j• ,50 , ,, J _ N :�� PAVEMENT. MEET EXISTING ELEVATION. Q _ - ". 0 A - -- =RD- -- RtD-- -- x. a %S � 'S� D11 ,\ „.. 1111. .. � 3 34.20 - -RD 33 + 4 45 `� 1111. oe `L°' AD _ 3 =30.7 31.50 3 . 34.80 b p R=28.50 i r __ 1111 R-28.50 - 31.50A Ir:, 3 .50 34,20 I 34.20 HYD - `t - - RD 31.30 ,..'.' 34.80 d � FF 30.10 31.50 C9 ce 34,20 b 34.00 ® 34 34.80 I D 34.60 33.X0 1., GFS'/ o ,i_ `' `�''' 2 FEIS SUBMISSION 5/20/16 AVL Ln -RD- R=31.32 DW I 4.00 _ -RD y �' RA 1 - - �[ 0 31.30 R=30.75 � x- R=30.50 1 0 41 <"" /. " t 9D UNIT 118 r 34.80 r UNIT 120 ,j N; 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL '; 29.9 31.50 U141T 1W6 UNIT 117 _ 34.60 55 - I Designed Checked by o UNIT 115 •`=, FFE ' 32.25 X I FFE = 34.95 31.20 FFE = 34.95 33.10 FFE _ 35, %_, 32.90 - o g y �0 DRA D 't / rr "' 31.20 '- FFE = 32.25 GFE = 31.70 I GFE = 34.40 " : GF - 0 � GFE - „ E 34 4 ti� ± i"� x GFE = 31.70 �, : ' 119 4.8 34.60 1° CAPACITY F Issued for Date �j1LO i� r I M 0 14 r� R UNIT 3 0 / BOT. EL. 28.00 �, Q) 0.85 t_' 31.30x \ 341 I FE = 35 „^� .. HWL EL. 30.00 / '`.�' y 1 , 2015 1.30 t' 4.00 /' F = 35 00 34 �O N rn �U� 0 __ 0.30 29.90 co r � I co 33 I GFEco - p10 N , _ L x ,SQL _1 R=28.50 n'_-' to a I I -` ...t I • �„ -'SYS'TEI� 34.60 -�" . ;11 I M I Not Approved for Construction 29 30 - - .m y ~ M � r___ ( ` A r, T " I , v 9 R=29.10 _ Ci..E _ �,Y :1111► , _. - • • 0 2 C11 ®.. R=29.10 C21 EVER`` '5� k z_ _ - s `` ® ® R=2925 I .., �o .. ��}. - . - .. ', (1YP.) ` A 31 `iYS€... , . . 4� . ...; 11. z 32 � I A-8 " " - __ - \ 1 94 > 33 33-� J , r -1 1 ,.. ... - - " , �„::E " " . . _ __ ': ____ . � f 11 ha - " , , '. + 1 , I., `� ., �� ;.' '. , ` Enlarged Ent nce Detail I - - - I I 11 , - . , - 11 I + - , , - . - " 4 .�I -�\ ; ............. I ,� . Ill = 201 1 r 0' E -- 1O PRIVATE k� L(_ SET13 :' 1 / Drawing Number - / � _ - 100 R11'fi:•E • / .f -1111,,.. .. .. 1111. .. , .. i , O f 1111,,, a ,.� s `'.. 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( F� c 1Cy I � - _ ; i i � I ' _.� Project Number N 0 29305.00 \\vhb\proj\1-ong1sland\29305.00 Heritage Cutchogue\cad\Id\Plonset\29305.00_GD.dwg E O V s R a Drainage Area - A Drainage Area - G Drainage Area M Contributing Rainfall Volume Contributing Rainfall Volume Contributing Rainfall Volume J _ , - - - - y Area (SF) Runoff C (FT) (CF) Area (SF) Runoff C (FT) (CF) Area (SF) Runoff C (FT) (CF) ' STORAGE VOLUME CALCULATIONUIRED E REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION RQS � o Engineering, Surveying & S ! E F ROOF AREA 19,064 X 1.0 X 2/12 = 3,177 ROOF AREA 0 X 1.0 X 2/12 = 0 ROOF AREA 2,529 X 1.0 X 2/12 = 421 Landscape Architecture, PC L O � -o PAVEMENT AREA 16,241 X 1.0 X 2/12 = 2,707 PAVEMENT AREA 0 X 1.0 x 2/12 = 0 PAVEMENT AREA 5,939 X 1.0 X 2/12 = 990 100 Motor Parkway oo O GRAVEL 0 X 0.5 X 2/12 = 0 GRAVEL 2,358 X 0.5 X 2/12 = 197 GRAVEL 1,512 X 0.5 X 2/12 = 126 Suite 135 ► DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 SIDEWALK AREA 0 X 1.0 X 2/12 = 0 SIDEWALK AREA 1,827 X 1.0 X 2/12 = 305 P _ ____ _... Hauppauge, NY 11788 ,� SIDEWALK AREA 1,911 X 1.0 X 2/12 318 DRAINAGE RESERVE AREA 0 X 1.0 X 2/1 2 = 0 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 ` R _..__ ....... ...................._..._..__.-- - ---------..................._... ........ 631.787.3400 dm � N L _ r`� LANDSCAPED / GRASS AREA 89,234 X 0.3 X 2/12 = 4,462 LANDSCAPED / GRASS AREA 48,234 X 0.3 X 2/12 = 2,412 LANDSCAPED / GRASS AREA 47,058 X 0.3 X 2/12 = 2,353 ' M ! REQUIRED STORAGE VOLUME = 10,664 CF REQUIRED STORAGE VOLUME = 2,608 CF REQUIRED STORAGE VOLUME = 4,195 CF n _____ _ __ __ ----...._................._.._.................--------- - -.._............................. ...._.-..._............................. -- --._......................_.........-- `.0 ---._............................_......._----- ......._..._...__ ..... ---- - ......................_.. _ ...._..... - - ..._......._. .........._.._....-- -- _................_..........._....... -- - _....._......._ . PROVIDED STORAGE VOLUME DESIGN - PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN .............. --._......................_..........- ---...................... -- -- ..... _._ .. _.............. - ... .......... __._. ...... . -- -- .__................._........... _---- ............ ............- ---- ....._............_.. ------.._................I.............._........ -.._._..............._--................ - -- ...........- ---................................. .... - USE (11) 12 FOOT 0 DRYWELLS WITH 10 FT EFFECTIVE DEPTH 0 100.88 CF/VF 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 0 100.88 CF/VF -- .....__....._....................... _............................................._ -- .........................._................ --- __...................._.......................------....................................... ----- .................................. STORAGE VOLUME IN DRYWELLS: 11 x 10 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 11,096 CF STORAGE VOLUME IN DRYWELLS: 2 x 13 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 2,622 CF STORAGE VOLUME IN DRYWELLS: 3 x 14 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 4,237 CF D .........._......._.......... _ -- - ----_ -- -_. ........ --- ___......................_................. _--- _._..................................... -__......................................... _ ...................... ._._.................._........ ._..._......................._._._...�----_..........._.._......_............... C ► Drainage Area - B Drainage Area - H Drainage Area - N . . . . . . . . . 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) Drainage Area Map REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION ROOF AREA 2,936 X 1.0 X 2/12 = 489 ROOF AREA 0 X 1.0 X 2/12 = 0 ROOF AREA 16,368 X 1.0 X 2/12 = 2,728 PAVEMENT AREA 10,918 X 1.0 X 2/12 = 1,820 PAVEMENT AREA 0 X 1.0 X 2/12 = 0 PAVEMENT AREA 0 X 1.0 X 2/12 = 0 GRAVEL 0 X 0.5 X 2/12 = 0 GRAVEL 3,103 X 0.5 X 2/12 = 259 GRAVEL 1,897 X 0.5 X 2/12 = 158 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 40,255 X 0.3 X 2/12 2,013 LANDSCAPED / GRASS AREA 82,468 X 0.3 X 2/12 = 4,123 • • REQUIRED STORAGE VOLUME = 4,845 CF REQUIRED STORAGE VOLUME 2,271 CF REQUIRED STORAGE VOLUME = 7,462 CF Drainage Calculation n ---- - - -- - --- -- - - ........ - -- -- ..... __ - - - _.............._ ..... ._____ ........ .... ----- _ ..---- ........ .. __ - -- g Calcul t o Summary ---- PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN Local Drainage Design Criteria - - - ---- ----- --..._.. .... ........ .-_- _. ..... ._ ---- _.. _. -- --- ...._.. - ...... --- _... - ......... ........... - -- - g g USE (4) 12 FOOT 0 DRYWELLS WITH 12 FT EFFECTIVE DEPTH 0 100.88 CF/VF USE (2) 12 FOOT 0 DRYWELLS WITH 12 FT EFFECTIVE DEPTH 0 100.88 CF/VF USE (5) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH 0 100.88 CF/VF _... ---- .... .................... . .. ..---._.-..........................._.....-___.___..._...................................... -.._.. ..........................._ -. ...._.......... . . . . - -- ._..... ......- _.. - - ........ _................-_.- -- --...................... _.. -.......... ...............----- ..._. ---- __................-....................- -- _.... - -- ...-_................. .. .... - 1. STORAGE VOLUME BASED ON A 2-INCH RAINFALL. STORAGE VOLUME IN DRYWELLS: 4 x 12 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 4,845 CF STORAGE VOLUME IN DRYWELLS: 2 x 12 FT EFFECTIVE DEPTH x 100.88 CF/VF = f 2,421 CF F STORAGE VOLUME IN DRYWELLS: 5 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 7,566 C 2. RUNOFF COEFFICIENTS FOR: ROOF AREAS = 1.0 PAVEMENT AREAS = 1.0 e Draina Area - C Drainage Area - I Drainage Area - O SIDEWALK AREAS = 1.0 g g g GRAVEL AREAS = 0.5 Runoff C DRAINAGE RESERVE AREAS = 1.0 ContributingRainfall Volume Contributing Runoff C Rainfall Volume Contributing Runoff C Rainfall Volume LANDSCAPED / GRASSED AREAS = 0.3 Area (SF) (FT) (CF) Area (SF) (FT) (CF) Area (SF) (FT) (CF) 3. ADDITIONAL DRYWELLS WERE ADDED TO COLLECT RUNOFF FROM BUILDINGS NOT REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION TRIBUTARY TO A DRA IN ORDER TO RECHARGE RUNOFF FROM THE 100-YEAR STORM EVENT IN ACCORDANCE WITH NYS DEC STORMWATER REGULATIONS. SEE ROOF AREA 29,330 X 1.0 X 2/12 = 4,888 ROOF AREA 0 X 1.0 X 2/12 = 0 ROOF AREA 3,094 X 1.0 X 2/12 = 516 SEPARATE SWPPP DOCUMENT FOR FURTHER INFORMATION. IT IS NOTED THAT THESE ADDITIONAL DRYWELLS ARE IN ADDITION TO THE STORAGE PROVIDED IN PAVEMENT AREA 38,063 X 1.0 X 2/12 = 6,344 PAVEMENT AREA 0 X 1.0 X 2/12 = 0 PAVEMENT AREA 18,956 X 1.0 X 2/12 = 3,159 EACH SYSTEM RESULTING FROM THE DRAINAGE CALCULATIONS FOUND ON THIS GRAVEL 0 X 0.5 X 2/12 = 0 GRAVEL 2,620 X 0.5 X 2/12 = 218 GRAVEL 857 X 0.5 X 2/12 = 71 SHEET. 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 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 119,956 X 0.3 X 2/12 = 5,998 LANDSCAPED / GRASS AREA 53,271 X 0.3 X 2/12 2,664 LANDSCAPED / GRASS AREA 2,716 X 0.3 X 2/12 136 REQUIRED STORAGE VOLUME = 18,824 CF REQUIRED STORAGE VOLUME = 2,882 CF REQUIRED STORAGE VOLUME = 4,229 CF .......... -- ..... - ... . _ ........ . PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN _..._ ._.. ...... __.. --- - - __..........._... -...-- ............_....__............. --- ... .................. --USE (16) 12 FOOT 0 DRYWELLS WITH 12 FT EFFECTIVE DEPTH 0 100.88 CF/VF USE (3) 12 FOOT 0 DRYWELLS WITH 10 FT EFFECTIVE DEPTH 0 100.88 CF/VF USE (5) 12 FOOT 0 DRYWELLS WITH 9 FT EFFECTIVE DEPTH 0 100.88 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 = f 3,026 CF F STORAGE VOLUME IN DRYWELLS: 5 x 9 FT EFFECTIVE DEPTH x 100.88 CF/VF = f 4,539 C 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 21,933 X 1.0 X 2/12 = 3,656 PAVEMENT AREA 0 X 1.0 X 2/12 = 0 PAVEMENT AREA 0 X 1.0 X 2/12 = 0 GRAVEL 0 X 0.5 X 2/12 = 0 GRAVEL 2,814 X 0.5 X 2/12 = 235 GRAVEL 0 X 0.5 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 119,579 X 0.3 X 2/12 = 5,979 LANDSCAPED / GRASS AREA 69,881 X 0.3 X 2/12 3,494 REQUIRED STORAGE VOLUME = 2,795 CF REQUIRED STORAGE VOLUME = 18,182 CF REQUIRED STORAGE VOLUME = 3,729 CF PROVIDED STORAGE VOLUME DESIGN -- - ----- .. _ ....... __....._....._.. _.. _. ..................... ........... ----..._.... ..-..... ......_.. - - _ --- . - ._._.......__........._.........._. _ ._. ............ . ........ - - ............ ---- . ..._.... . --....__ ........... .. ... ---- --._................. ....._........ --- ................................ _...__._........................ .......... -- PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN USE (2) 12 FOOT 0 DRYWELLS WITH 14 FT EFFECTIVE DEPTH 0 100.88 CF/VF -. ...._ ....... ---- _.... - -- --- -------... .........._................----- -- ............... ..........- - _. ----_............_........................-- - ................._............ STORAGE VOLUME IN DRAINAGE RESERVE AREA "D" - t 34,000 CF USE (3) 12 FOOT 0 DRYWELLS WITH 13 FT EFFECTIVE DEPTH 0 100.88 CF/VF STORAGE VOLUME IN DRYWELLS: 2 x 14 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 2,824 CF - .. _ ....... - _........._ . . _._._....... .. _.... ------ ........................................-. . .......... - - _ . . .._..... ._..... ---- --- -.._... .... .. ...... --_._---__...................._.......................--.-- ..........._................------ _.._... _ . .. ._ ..... --- STORAGE -STORAGE VOLUME IN DRYWELLS: 3 x 13 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 3,934 CF Drainage Area - E Drainage Area - Q ti ib trung ll Contributing Rainfall Volume Drainage Area - K ConRunoff C Rainfaolume Area (SF) Runoff C (FT) (CF) Area (SF) (FT) V(CF) Contributing Rainfall Volume REQUIRED STORAGE VOLUME CALCULATION ROOF AREA 0 X 1.0 X 2/12 0 REQUIRED STORAGE VOLUME CALCULATION Area (SF) Runoff C (FT) (CF) ROOF AREA 23,464 X 1.0 X 2/12 = 3,911 = REQUIRED STORAGE VOLUME CALCULATION 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 GRAVEL 5,923 X 0.5 X 2/12 = 494 _ GRAVEL 2,510 X 0.5 X 2/12 = 209 PAVEMENT AREA 0 X 1.0 X 2/12 0 SIDEWALK AREA 1,519 X 1.0 X 2/12 = 253 - SIDEWALK AREA 4,503 X 1.0 X 2/12 = 750 GRAVEL 2,285 X 0.5 X 2/12 190 DRAINAGE RESERVE AREA 29,329 X 1.0 X 2/12 = 4,888 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 119,231 X 0.3 X 2/12 = 5,962 - -- --- - - - LANDSCAPED / GRASS AREA 71,370 X 0.3 X 2/12 = 3,569 SIDEWALK AREA 204 X 1.0 X 2/12 34 REQUIRED STORAGE VOLUME = 15,037 CF REQUIRED STORAGE VOLUME _ -8,439 CF ....... .--. .... .... .......... --._... .. ....... -- -. .... . ... - -- ... ......... ----- --_.--._. LANDSCAPED / GRASS AREA 34,609 X 0.3 X 2/12 = 1,730 ---- _-. ......__. -___.... __.. . . ....... _ .- PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN _. ...... . -- --......... ..............._........_....... - REQUIRED STORAGE VOLUME = 2,376 CF ----- .....................................---------- - - --..._..__....... ._._. ......................._._.__ -- ._._................................__.._.___-_____.___.................._....................... ____.__...... . . _____._...._....__ USE 6 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH 0 100.88 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 CF 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 The Heritage a DrainageArea - F ..........--------..__...__. ...._... ..._....- --- --._.................................._ - -- - -----..........................................---- -- ..........................._.....------- Drainage Area - R Contributing Rainfall Volume C U t C h 0 u e u JUN N 0 3 2 O 1 Runoff C Contributing Rainfall Volume Area (SF) (FT) (CF) Drainage Area - L Area (SF) Runoff C (FT) (CF) L�� s REQUIRED STORAGE VOLUME CALCULATION Contributing Rainfall Volume CutchO , NYork Southold Town ueNew Runoff C REQUIRED STORAGE VOLUME CALCULATION g Planning Board ROOF AREA 0 X 1.0 X 2/12 = 0 Area (SF) (FT) (CF) Town of Southold ROOF AREA 17,958 X 1.0 X 2/12 = 2,993 v 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. 6 GRAVEL 0 X 0.5 X 2/12 = 0 ROOF AREA 58,167 X 1.0 X 2/12 = 9,694 _...................I................--.--__ .. GRAVEL 3,143 X 0.5 X 2/12 = 262 SIDEWALK AREA 0 X 1.0 X 2/12 = 0 PAVEMENT AREA 56,064 X 1.0 X 2/12 = 9,344 U) _ SIDEWALK AREA 0 X 1.0 X 2/12 = 0 Q DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 GRAVEL 0 X 0.5 X 2/12 - 0 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 rn LANDSCAPED / GRASS AREA 4,980 X 0.3 X 2/12 = 249 SIDEWALK AREA 9,872 X 1.0 X 2/12 = 1,645 -- -- .....---- -_----- o LANDSCAPED / GRASS AREA 85,352 X 0.3 X 2/12 4,268 n REQUIRED STORAGE VOLUME = 1,370 CF DRAINAGE RESERVE AREA 53,826 X 1.0 X 2/12 = 8,971 - ___-_._.__._.._........_.................__._.._..._._-_........-._...__..._............ ..... _.. _.. _ ... REQUIRED STORAGE VOLUME 7,523 CF 2 FEIS SUBMISSION 5/20/16 AVL PROVIDED STORAGE VOLUME DESIGN LANDSCAPED / GRASS AREA 29,966 X 0.3 X 2/12 = 1,498 ..................------__._---._......._......_...._......._.......__._-- ...._..................-._-----..___. ......................._. ..-___- .._..------_..__ _._..... ..._ _-- ----------..... --- --_------------- ------ - - PROVIDED STORAGE VOLUME DESIGN 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL o USE (2) 12 FOOT 0 DRYWELLS WITH 7 FT EFFECTIVE DEPTH 0100.88 CF/VF REQUIRED STORAGE VOLUME = 31,153 CF ......................_--------........._...... ._..........--. ... _........_.........................._._-__.....-...............................__.._. _..---.---_..................__............... -.___._-_ _... ......................_____. . -- -......_................ ..------ . .......... ..... -.. _ _._.. .._..... _.__...__._ .... . .....__.........----- --- .............._.................... - --.._. .. . ............................ - ................ -- ----._._._................_...._......._. --- USE 5 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH 0 100.88 CF VF Designed Checked by b STORAGE VOLUME IN DRYWELLS: 2 x 7 FT EFFECTIVE DEPTH x 100.88 CF/VF = f 1,412 CF PROVIDED STORAGE VOLUME DESIGN - - - _.......___---._.-__...._._. ......... ......._-_-.._.-. .. ...--.......... _______..._..___..._......._......_._..___.._..__-_._._......_--_......_............. . .__._---._._._ ............... ..._........_ RA VOLUME IN DRYWELLS: 5 x 15 FT EFFECTIVE DEPTH x 100.88 CF VF = f 6 r" .._................_............._..._.. -._.._._........._._.._....... __--_._. __......_....._............._.....- --------..................................- STORAGED 11 ETH / 7,5 6 CF STORAGE VOLUME IN DRAINAGE RESERVE AREA "L" = t 89,900 CF _ .._---.-- __.................................._. ____.._____-. -......................_.._ _..--_-._..-.__-_ .. -----------........_...... ..... Issued for Date _._ ............ ...........------_ _._..___- _............................ July 10, 2015 Drainage Area - S Contributing Runoff C Rainfall Volume Not Approved for Construction Area (SF) (FT) (CF) REQUIRED STORAGE VOLUME CALCULATION ® '�� "LL. °' , ' • n ROOF AREA 145,500 X 1.0 X 2/12 = 24,250 b4bD-i PAVEMENT AREA 75,507 X 1.0 X 2/12 = 12,585 GRAVEL 557 X 0.5 X 2/12 = 46 9 C) SIDEWALK AREA 18,639 X 1.0 X 2/12 = 3,107 Q DRAINAGE RESERVE AREA 52,954 X 1.0 X 2/12 = 8,826 LANDSCAPED / GRASS AREA 40,040 X 0.3 X 2/12 = 2,002 Drawing Number o REQUIRED STORAGE VOLUME = 50,815 CF o PROVIDED STORAGE VOLUME DESIGN _...------ --......... ---._..... --............ ..._ .. .....----- ......... ...............------- ---.................... ..... ..--.__.._._.. N _ STORAGE VOLUME IN DRAINAGE RESERVE AREA "L" = t 111,600 CF , 1 � ' cm3 * 3 11'i 1,I Sheet of 8 21 4' r. t J a Project Number 29305.00 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_UT.dwg E O V td Z I , / \ ( 1901.44 .,(DEED) L., . .:�: .. ... - i 5 F ;.• • ACTUAL) S38'30'50 "E \ ., S38'24'20"E, ACTUAL) .fam LA i t - . , ( LP / m„ r i 27 , V ,z 1 0 30 29 �, ,_ 8.30.50 29 • ° H, . yo 3D 3, 3 _ - `� i^ Engineering, Surveying & O 29 • O '1 31 Architecture, I7 `` r � W '�,`" Landscape PC u " 4 (n / ,.Q I _� J2 •S`1. _«.-�.. .. ` `:It f 1x ��, _.. ...._....",,..,,_M..,..,,.....,..."......................." 100 Motor Parkway 9 �m / ,p 1e.' 7s.. � .....,/� "...,/ .: � RCP S% � � �^S t2' __, ..,„.,.,"... ........ ..b::� ...".". _....... ° ,5 �5 � S 135 � � I. 2 `` Hauppauge, NY 11788 B lF,2• . 7D1,-,2• 2 631.787.3400 '/!' S37'04 40 E 273 6 '--„ � .., J • 32 / K 7 IF 1 , �.4° .. \ / , 3 941E 12• • ..... a.7e _ ..._._ .. ...... _...._..... 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R-2850\ � /� 29 •H2 .� r � f u � ARo uim 30629 z�m EN EH 79 '' , ,,',•pQ\ 35 Jw `I`/ i T�-e� 1 ^� PJ 2850 J m R1 g EN EN , • Z / • SB-5 01 U1 �' N _aa4 R-29.00 - JJ .50 NSfALL 1Ne,tf A _ j O 2 LF t \ 1 8-30. 3� .«rK ...P°. JO /SS �U, fn O m 13w•a m •� • : .........••,� , ,i',z'.=: t=� V:1 N� , n ... 3� I ® Y`%}^izt:;=,C'=i."`'• Ci'i�;. ` �ry 3t` i ..... S37'13 30 E (DEED) .sag 323 2 Jo 4s 3p a" J5 C%M x„ w face / v S37'04'30"E ACTUAL m • , , M - .1m � Ap y)� .', .... ...--.>•w.+.•. 3D 0 31 a.c�e 32 m 9 31 32 J'/ / R-32.SD f » 0.0 0' P £ , i r �N37'13 30 W 40 i /1 JI \ \ • • • 30 ? 32 ` 29 an 1 Y4 5 �� 31 j' R •� JO �.. JJ / \. Sf `'`1 il.0 4 lF 1 CPP O 1.0% 31 32 ®` ® • p • i, 19 LF 1s RCP°1.01E A_7n>W 32 ti9 l ti +I•S''''f {(\ 5 S S� A 5 I O � \ 34 33 3 SS 34 37 _, �` � •-• -■m -30 3tr JC 0 .... Al4 `• Jsm R 32Y0 -x• DW „, 3190 J2 3d aio ' �3CJ1 fa• � 8_28.50 .... .-.... .. .. ...." .., ". .. ' • -lT.f1 �I mm a.10 „«ti ..� 8_29. C'as� I 8_29.75... 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PENDING SUFFOLK COUNTY PROPERTY LOCATED IN GROUNDWATER MANAGEMENT ZONE IV DESIGN DENSITY: 2 (1,999 SF CONDO UNITS) @ 225 GPD/UNIT = 450 GPD UTILITY CROSSINGS, ETC. DEPARTMENT OF HEALTH APPROVAL AND AWAITING NEW CODE FOR THE SAME. THE DESIGN OF THESE UNITS WILL BE COORDINATED WITH THE SCDHS PRIOR ALLOWABLE DENSITY = 600 GPD 2, 40,000 SF TO CONSTRUCTION OF THE SITE. SITE AREA/ GROSS LAND AREA: 2,003,582 SF Septic Tank Design , • ALLOWABLE TO STORE 2 COUNTY DEPARTMENT OF HEALTH SERVICES REQUIRE A SEPTIC TANK SIZED Utility Notes The Heritage #. POPULATION DENSITY EQUIVALENT - 600 GPD/40,000 SF x (.75 * 2,003,582) SF = 22,540.30 GPD SUFFOLK COU (ALLOWABLE) DAYS DESIGN SEWAGE FLOW I� q� REQUIRED: 450 GPD x 2 DAY STORAGE = 900 GAL 1. ALL- WATER AND SANITARY DESIGN SUBJECT TO APPROVAL BY SUFFOLK L I,r I[ �I iii CC t Overall Design Sewage Density/Flow PROVIDED: (1) 8' DIAMETER x 4' LIQUID DEPTH SEPTIC TANK = 1,200 GAL COUNTY DEPARTMENT OF HEALTH SERVICES AND WATER AUTHORITY AND C U tC h O U e �- PROPOSED STRUCTURE USE: PRC UNIT BETWEEN 600-1600 SF GFA = 150 GPD/UNIT SHALL MEET ALL OF THE REQUIREMENTS OF THE SAME. `� ;ll l E JUIN a 3 2,g,�rj LJ PRC UNIT BETWEEN 1600-2000 SF GFA = 225 GPD/UNIT Sanitary Leaching Pool Design ' 2. ALL DRAINAGE PIPE AS FOLLOWS UNLESS OTHERWISE NOTED: Cutchogue, New York � DESIGN DENSITY: REQUIRED: 450 GPD / 1.5 GPD/SF = 300 SF sou",old Town 0 52 (1,999 SF CONDO UNITS) ® 225 GPD/UNIT = 11,700 GPD PROVIDED: (1) 10 FT DIAMETER x 10' EFFECTIVE DEPTH = 31.4 SF/FT x 10 VF = 314 SF • ROOF DRAINS HEADERS SHALL BE 10" CPP WITH A SLOPE OF 0.5% Town of Southold 31ai1n;ngBoard 72 (1,599 SF CONDO UNITS) ® 150 GPD/UNIT = 10,800 GPD ROOF LEADERS TO BE 6" CPP TOTAL PROPOSED DENSITY: 22,500 GPD • t1 „ DRYWELL CONNECTING PIPE SHALL BE 15" CPP WITH A SLOPE OF 0% No. Revision Date Appvd. C 22,500.00 GPD < 22,540.30 GPD (ALLOWABLE) o.k. Sanitary System COMMUNITY CENTER DENSITY WAS CALCULATED AT AN ADDITIONAL 300 GPD ✓ 3. SANITARY PIPING TO BE MINIMUM 6" DR-18 PVC OR CAST IRON. cn (2)- 1,6000 ;SF UNITS 4. WATER PIPING SHALL BE C900 BLUE BRUTE DR-18 PRESSURE PIPING OR DESIGN DENSITY: 2 (1,599 SF CONDO UNITS) ® 150 GPD/UNIT = 300 GPD APPROVED EQUAL. WATER MAIN TO BE 8" WITH 6"" HYDRANT Sanitary System "A" CONNECTIONS. 2 HIS SUBMISSION 5/20/16 AVL Ln Septic Tank Design 5. THERE SHALL BE A MINIMUM OF 10 FEET OF SEPARATION BETWEEN _ (4)- 2,000 SF UNITS SUFFOLK COUiNTY DEPARTMENT OF HEALTH SERVICES REQUIRE A SEPTIC TANK SIZED WATER LINES AND SEWER/DRAINAGE LINES. 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL TO STORE 2 (DAYS DESIGN SEWAGE FLOW � DESIGN DENSITY: 4 (1,999 SF CONDO UNITS) ® 225 GPD/UNIT = 900 GPD Designed by Checked by o REQUIRED: 300 GPD x 2 DAY STORAGE = 600 GAL 6. THERE SHALL BE A MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED: (1) 8' DIAMETER x 4' LIQUID DEPTH SEPTIC TANK = 1,200 GAL LEACHING POOLS TO ALL DRA'S AND DRYWELLS. Issued for Date N Septic Tank Design a) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIRE A SEPTIC TANK SIZED Sanitary Leaching Pool Design 7. THERE SHALL BE A MINIMUM SEPARATION OF 10 FEET BETWEEN July 10, 2015 C TO STORE 2 DAYS DESIGN SEWAGE FLOW SANITARY LINES AND WATER/DRAINAGE LINES. REQUIRED: 900 GPD x 2 DAY STORAGE = 1,800GAL REQUIRED: 300 GPD / 1.5 GPD/SF = 200 SF o PROVIDED: (1) 10' DIAMETER x 4' LIQUID DEPTH SEPTIC TANK = 2,000 GAL PROVIDED: (1) 10 FT DIAMETER x 7' EFFECTIVE DEPTH = 31.4 SF/FT x 7 VF = 219 SF 8. ELECTRIC AND GAS SERVICES PENDING COORDINATION WITH PSE&G AND NATIONAL GRID. Not Approved for Construction Sanitary Leaching Pool Design Community Center Sanitary System ® - � REQUIRED: 900 GPD / 1.5 GPD/SF = 600 SF . ; PROVIDED: (2) 10 FT DIAMETER x 10' EFFECTIVE DEPTH = 31.4 SF/FT x 20 VF = 628 SF 0 DESIGN DENSITY: 300 GPD 1 a z • �� NOTE: SYSTEM TO BE DESIGNED FOR 300 GPD FLOW f t Sanitary System J J 7) Septic Tank Design v (4)- 1,6000 SF UNITS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIRE A SEPTIC TANK SIZED "1 DESIGN DENSITY: 4 (1,599 SF CONDO UNITS) ® 150 GPD/UNIT = 600 GPD TO STORE 2 DAYS DESIGN SEWAGE FLOW - REQUIRED: 300 GPD x 2 DAY STORAGE = 600 GAL Drawing Number N o Septic Tank Design PROVIDED: (1) 8' DIAMETER x 4' LIQUID DEPTH SEPTIC TANK = 1,200 GAL N SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIRE A SEPTIC TANK SIZED Sanitary Leaching Pool Design Am TO STORE 2 DAYS DESIGN SEWAGE FLOW o REQUIRED: 600 GPD x 2 DAY STORAGE = 1,200GAL REQUIRED: 600 GPD / 1.5 GPD/SF = 400 SF �r 014- PROVIDED: (1) 8' DIAMETER x 4' LIQUID DEPTH SEPTIC TANK = 1,200 GAL PROVIDED: (1) 10 FT DIAMETER x 13' EFFECTIVE DEPTH = 31.4 SF/FT x 13 VF = 408.2 SF '`� �yOV. \ • Sanitary7\,, LeachingPool Design 80 0 80 160 I r�� '� y` Lo- REQUIRED: 600 GPD / 1.5 GPD/SF = 400 SF SCALE IN FEET b, Sheet or PROVIDED: (1) 10 FT DIAMETER x 13' EFFECTIVE DEPTH = 31.4 SF/FT x 20 VF = 408 SF AV '' ` 9 21 L , C"IO , 0 Project Number 29305.00 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00-UT.dwg C V / U U PON \ " SYSTEM H DW R=29.00 rl \ 100' AND 150' PRIVATE WELL • "•� I= 24.50 74.83 �; / ' " ` \ SETBACKS (TYP) SYSTEM I DW r r s.. 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R=31.50 " N _ - " \ / \ ♦ I=27.10 18 LF 12 0 0.5% `• •- D- 'b` lR�3 - I R ' R930.80 B 3 - ® 33 ® 32 94 LF 12" 50 LF 12" R=3�2 ® )RW; =30 5 I=27.05 18 LF 12" �y W -CPP 0 1.0% W RCP 0 1.0%-W R / \ AD -��, RW33.00 W R=31 50 W -CPP 0 1.0% ,,,,, 1�ti 22 LF 15" W \ J1 -32.10 87 LF 12" / R 32 W RCP 0 0.5% ---CPP ® 1.0% ,,,.. � / ® .Wv wv W ` " " 42 LF 22 LF 15 85 LF 12 R=31.7 r - 15" RC 32... 3 RCP 0 0.5% - / � CPP 0 1.0� _. � P - S19 -33 35 R-30.51 Q' I=26.65CB D O co ° -R L10 c6 RD R=30.80 � Q R=31.75 � 32 " �ti I-2ss4 31 1' R=30.85 =31.2 SYSTEM o SYSTEM J DW s. co p �0 ` 30 00 _ 21 L-F 1 rr R=VARIES / 32 3 u� m A RCP 0 1.0% 3 � D 4 I= 23.75 / -�.�. •. 29 r' ! 78 LF 18" _. ..._._ \ BOTTOM - 14.08 / ® O S15 C 28 R=31.08 B CPP 0 2% \ \ ; j �' 3 ,•. 45 LF 1 SYSTEM 0 DW f LF 12 _._....._,..... " R VARIES „ / 5 - 8 2 m ® CPP ® 2.5% I= 24.5o W o \ \ 1 >r •`. - ,� 12 � m SYSTEM BOTTOM = 18.83 95 LF CPP 0 0.5% AD - - • - =28.50 U R 315 R1 26.50 pp 0.00 b ;` _ RW33.50 3._ 15" RCP N S16 ce D 3 \ I 01.0% =31.08 , L14 O R=28.50 _ ...._, __, ,__" ' �� RA L `* m 9 LF 12" 21 LF 15" µ RD 32 """• ,,/ - ±89,900 CF DRYWELLS LOCATED ADJACENT _'- , ....__.. . _ _ Co \ \ CPP 0 0.5% CP 0 0.5� CAPACITY / E AD L2 ce L13 BOT. EL 28.00 TO UNITS TO HAVE 10' RD --t \ 'f =31. �ti R=31.78 R=28.50 O HM_ EL 30.00 SB-'4 EFFECTIVE DEPTH (TYP.) co ' =27.as O �' R= 090 -- J3 55"L I=2s.00 F � RD- ' j R=30.50°o rL 1 01.0% P R=30.25 H 1; L7 CB q° I-24.85 i r R=33.05 14 LF 12" o/ L1 c6 102 LF 15" I=27.34 �' 3 RC 0.5% \ `m R=31.78 AD G RCP ® 0.5% r °f c+ R=31.25 " J'° o ��/ ✓ ' L3 4'0MH 50 LF 18" 86 LF 15 66 LF 15" L3 4'5 RCP 0 0.8% ' RCP 0 0.5% p. / \ 1 6' I=27.38 CPP 0 1% L6 4'OMH =33.50 h 3j \ 0 148 `LF 15 R=31.14 L13 ® R=32.08 , \ RCP 0 I=26.39 L13 I=27.08 ^, 05 / \�, R=28.50 21 LF "VVV v� 0.67% 15" RCP .� / 4 �o L D AA R=31.50 �� r �ti R=31.50 -RD-A- -- -RD-- co 6,� / �, f 1 L8 cB SYSTEM . / r r R=33.05 Cp EN B-14 / 100 AND 150 1. - I=27.45 53 LF / PRIVATE WELL \ r` '� :Co 3 LF 12" h�` / " C �g ♦ B A r , 21 LF 15" 0 01.0%P / SETBACKS (TYP) \ CPP 0 0 % .., % \ RCP,O 1.0% f p \ ' o CLUBHOUSE P /� � =32,50 YSTEM z;. J •, R=28.50 �p W W ,S N 132 ' \ STEM 1 m wv R=31. 5 W h� / "' SYSTEM 9 6 ' \ =31.25 ♦VVV �, CC EN EN ca 5 69® =28.50 32 co� L5 cB ^� , ' , _ EN EN :z Not ! R=30.2 12 LF 12 ' JO CPP 0 0 0 Tr �°1 �T °��T I , co 5% M I -` x�r 1 �: rr k T d R ie r T _ q SYSTEM P DW t48 50 ,�r� -fir �SYSTEM K DW i i i . ...R=29.50 C B e g ® 2 i. `` ) ,1 R=28.50 _ _. _..30 1 I= 24.50 I= 20.85 R 29.85 H d o ` 32 I �, , i' BOTTOM - 11.83 S37'13'30"E (DEED) BOTTOM = 14.83 ,- s � . , - Q I co W \ CA N ® ' S \ S37-04'30"E (ACTUAL) 221.47' 31 M1 ce -'. I 1i R-29.50 / R=31.63 I 32 I Co f, \ f 30 I=2sss ' ® K2 .SYSTEM Co 1 - - �- co ti°' j , SYSTEM Q DW yr { / j' ® N 1 <' -�'�-� R-28.50 31 '.'r' _... •t \ - `-dr•�t ,. 31 ... >,. D-2 �.�` '� ��,-,?Mt I 21.50 / SYSTEM �.3< ,t` 30 \ „ B-12 �., M4 5 :,;,.<_. SYSTEM N DW ?''} , -2235 3 Q1 S 50 '30I \ 32 Kl ? BOTTOM = 10.83 ® Q3 Q4 1 / SANITARY 30 SYSTEM 31 ® Q6 ' '.:, M2 CB 48 LF 15" CPP 0 1.0% I CLEANOUTS 3 A-5 R=31.63 32 SYSTEM > \ EVERY 75' ,:: I=26.76 A-4 ,.W -32 SYSTEM RY30.25 M DW 32 SYSTEM (TYP.) :" 19 LF 15 RCP 0 1.0% _ C-3 ^� ` 4 A-3 CO - _,_S_ BOTTOM 13.58 - -s- - - �� - - )-r. - 1 0 1 - �5- __M*_ - - -S- ��,b... - - �.'S- - -NCO Co 7oo - O - rr f o o Soo 34 I 34 33 3 �b ♦ Go co 34 33 I I 30 30 l \ co �R co 30 I Z co Co� I c co R co 102 / c „ C25 ® o _ r RD co 101 co 96 I I R=31.70 I 91 C0 1 A 95 , 92 I A / b 90 _,... ( � 100 I j I A I 93 I e b 98 97 e o C24 0 �,... 99 % A 94 I A R=31.40 ® C7 ce e t89o B1 cB e qf cB _ DW A14 A2 ce cc A� A C1 ce C23 R=30.65 p R-28.81 � = A I R=3258 R32.90 I=24.14 / R 29.50 e _ -30.1 R=32.24 - =25.64 AD R � I DW I ® `'RD I=27.54 I nr I I=28.08 I 13 .00 r - I I C 0 CB Q R�29.7: The Heritage I=26.50 n� R=29.50 = 9.75 R=37.32 I LL In ' � I RW30 50 � � I I "'� I � o 33 C2 --RD• � ® RD-- " o) I=2s.ss � � p 34 r =32.90 ® ` R=31.25 3 "> r �' •' ,qq_ _ ® _ _ 3 - -/ - - _ - DW C8 60MH A - C u tC h u e 11 U{{ I 3 A13 R430.6 33 -33 20 - ' �, =32.5 4 R=32.5 ® 0R=29. �- g i JUN 0 20 - - R=2a.at 8 R 31.50 - D � R-29. 3 2 1 3 3 - 3 - 1 R-32.50 W ® I-23.58 1 �.. ..'.:..... ._ I=23.33 .. ... .... ., . . = 1.25 .". P I L,....�,..._-- IF C22 0 0.5%15 u e, N York' aoathoF!burn Rc Cutchog New Y k� -C A3 MH DW D o R=31.9° 86 LF 15 RCP 0 1.0% g_6 R=33.50 R=32.50 R=30.75 30 LF 15" W W j - W / y wv y� RCP ® 1.0% Town of Southold Planning Board I 26.69 fT W yy C 4'0MH ,r. -y - 24 LF 12 W W W W w W 38 .0 15" CPP 20 LF 15" RCP ) W C226z7cB -2478 18 LF 15" CPP o " RCP 01.0% 20 LF 15' RCP 0 1.0% W W R=31.70 23 LF 15" RCP " 5F1 IF R-2s.ao CPP 0 1.0% AD 0 LF 12" CPP 0 2.0% _ 0 1.0% 5 RCP 0 2.3% 21 LF 15" No. Revision Date Appvd. 0 1.0% INSTALL THRUST T " 33 -34 33 W HYD 30 = •0% 18 LF 15" a BLOCKS ON ALL 5 32 33 - 31 > qp 34 �, f` AD 32 - D R 28 50 ® 1 " SSB A - - -RD- - - qq CPP ® 1.0% BENDS GREATER R=30.60 50 D C °� AD /..._. . 3 =30.7 _ R=32.10 Rp_'_ R=32.50 -RD =34.0 - _ � 33 R=33.0 -RD- ® -"-' R=30.5 31 29 'S 1 33-�RD- V) THAN 22 IN ter, co 33 - - - 32.90 -R R=32.2 ® - RD- - RD - I R=28.50 RD I ' C9 ce WATER MAIN �, -�) -RD I Al ce �, ^� DW o r R=31.32 DW Q (TYP) b h B3 4'0MH B2 c6 R=30.50 IC3 MH r' ; a -RD- R=32.24 R=32.58 I R-30.53 qp or I=26.45 R=30.75 I=25.34 N R=28.50 116 � 2 HIS SUBMISSION 5/20/16 AVL r7 o I 104 105 =27.53 I=z7.9a o 110 N `'• I'; - n: � 117 LF 15 CPP I C6 ce of 103 A e 106 109 A I e 112 R=2ss1 115 1 117 L 31 A6 107 e 0 3.2% _ I A A I 108 r; A \, I J 113 I-23.92 e A I I e I A 114 e I I 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL R=30.60 ® I �' A A I e I -RD e I I A v Designed by Checked b 2g RD- I e , y oN A7 - D' I� D- 1 co I D N CO �^ I CO CO 31 CO 1 Issued for Date 2y 32 I 1 L_ I 3 ; Ln ® R=31Aoo ® L �- 34 Y ,� L -5- - eco j7 I I :' July 10, 2015 oo SYSTEM .p 33 33 cow - - - -S- -� - - 3� -�5 - 30 coM -; 30 SYSTEM 3 a 90 LF 15" CPP o SYSTEM C-5 0 1.0% 32 29 C16 11 `"LF 18'rRCP 0 1.9% �� - 29 - -� - - = �o®--- -7 m I A8 _ ® ® ® ® ® C1 ® C14 C13 19 C2 29.10 26 2g ® 4 B5 -" 6 7 SYSTEM ® ® C12 ® C11 C21 \ Not Approved for Construction -C 11 32 C g R=29.10 ® R=2925 �o f I 2� 28 =30.10 . . - M 31 29 30 31 - - - ' o A9 A10 31 SYSTEM A 6 32 o SYSTEMA DW R=29.00 34 33 33 32 R=28.60 \I= 25.50 �� Q BOTTOM = 16.93 , 100' PRIVATE WELL SETBACK r Drawing umber 'M1. O n N N _.. y ' N36'54'20"W B D _ RY28.75 , u> SYSTEM W co _ R=31.60 I= rOM \ I 26.60 BOTTOM 14.08 o BOTTOM = 16.93 sLm4el 1 0 V1_1_1 'r 4 �71 40 0 40 80 I` aM 13 Sheet of 10 21 SCALE IN FEET Project Number 29305.00 \\vhb\proj\LongIs1and\29305.00 Heritage Cutchogue\cad\ld\Plonset\29305.00-UT.dwg E 1901.44' (DEED) SYSTEM IS DW 0 R=28.50 904.80' (ACTUAL) I= 24.50 BOTTOM 12.83 .. ..... ....... > C". 4. oa E6 4'0MH0 SYSTEM 28.50 G2 G1F1 frFlrr v 2rT'• SYSTEM 78 LF 12" \ ' 28 -29 SYSTEM B-3 II '30 CPP @ 0.5% B-5 SYSTEM / I I 31 B-6 29 .... .. .......... 30 co S_ CO 31 ...... 31 SYSTEM C01�7 -7 -S_ '�2 30, 'OMH 32 Sy CO- D CO' CO 4 Engineering, Surveying & 30 Z28.50 00 Landscape Architecture, PC CO co P13 t 14 ........... 100 Motor Parkway e B B22 21 19 _ Suite 135 B B 280 __ \ B B 23 LF 12" 10 CO B % 18 ("ll�7 51 LF 13 Hauppauge, NY 11788 B S11 4'OMH RCP I U.5% S6 4�OMH V R=30.31 i LF 12" R=31.51 'OMH 63 LF 26.31 631.787.3400 92 LF 12 1P @ 5.89 -LF,12" - LF 12" RCP SY M UtIP 0 0.5% F�_M_1.)7C 22 LF 12 26.03 @ 1.0% B-2 S12 CB 0.5% '0 H R=29.9 R=31.00 03047 M =25.68 30.00 4 R05 =RD D ILA SB-2 WWV WV 70 LF 12" S7 4'OMH CPP @ 0.71% 2-73.68 1. 7 LF 12 Go ' 'S37*04'40"�E,.. RW R=31.75 30.25 )N CPP 0 0.5% RCP ® 1.Q%-W -4 I=25.6 = S4 CCB 31.00 -7, AD IV H. Ln 31 -"YU 15" E9 R=24. 0 C ...... RCP @ 1. __q CB DRA E C: rq �4 6' DIA. > DIFFUSION WELL, (NATURAL DEPRESSION) r- 'RD- 2' ±86,525 CF -RD 0 F 5 FEET DEEP CAPACITY 26 CP @ % BOT. EL. 23.00 R'30.5b D )J 4' HWL EL. 29.90 Q) R=31.75 J2 CI-4 S11CS5 CB =3 L_.8 E10 R=30.17 1=26 113 LF 18" 31.0 R=23.5n c, P @ 0- co cc 21 LF 15" RCP @ 0. VY 22 LF RCP 1.0% LF S8 4'010� 5 R=30.30 15" RC ,�61 Q) S1 CB 78 LF 18" CPP @ 3.5% R=31.08 CPP ® 2% 64 LF 18" 32 8 LF 12" DRA S 50 LF 18" 0. CPP @ O.E ±111,600 CF RCP 00. 4 F 12 5% I Z CAPACITY. 13 LF 12" !=26.50 HWL EL. 29.00 10 R=31.5 -'s EM... "CPP @ 1.0% S, "" BO 0 CPP r R=26 co 32 �OI 27.36 =JU.I S9 29.56 'A _�1133 LF 15" R=32. -CPP @ -EXTEND EXISTING WATER MAIN ON *I-9D R 15" RC 31 0.6% Lou • SCHOOL HOUSE LANE AND CONNECT 5 S37*04'40''E JO SITE (COORDINATE WITH SCWA) 20 LI 1 1) CP @ SYSTEM 9 5,00' B717 .32 C .................. AD 14 LF 12" D RCICO$�0. GRimNG STREET 27' 32.8 R=27.57 2 R5 R= 2B 29 2 LF 12" :3 RCP 0 0.5% R-2o so=29.7 12" CPP SYSTEM 52 @ 0.5% 13 SYSTEM F CB/DW ZP 60 LF R=20.90 A cA 15.90 " CPP BOTTOM 11.23 R=31.50 W CO a 0.5% Ln U1 - SYSTEM R=27.57 Ln 1-t 0 R=31.50 W '-2 1: - 3 .5 01. SYSTEM ♦ 13- co SYSTEM R DW 31.50CB PEPA EZ METER OX "9 .029 2238.505. z (stE--28 1 /Z BOTTOM N SANITARY29 E1 4'0MH R2 SUPPL S)__30 WV es U1 66 68 WV U 0) W Ln Ln CID 00 U, P3 31 co R1 =28 ) .. .50 36 SE x M B M =34.50 INSTALL THRUST BLOCKS ON ALL BENDS L;u IN WATER MAIN (TYP) 130 co� co -S IV CO 32 SYSTEM SYSTEM P DW 31 B-16 R=28.50 30 D9 1 20.85 R=32.97 20.85 BOTTOM 11.83 D 34 B-15 31SYSTEM 1, V? N37*13'30"W 400.00' SYSTEM Q DW d/ 32 A-1 V32.50 R=28.50 U 33 I= 21.50r BOTTOM = 10.83 32 R=32 \*C0 Z '30 D8 CB _-29 R=32.97 Q4 Q6 SYSTEM X I=28.20 A-2 co 'oe D7 cB R=31.14 R==217 .93 Co- 7 S- - -MIE- - _ - C QD 0 di- 30 CO CO (9 .30 .0 0 CO ;P1 86 85 Di CB A OMH A R=31.33 90 A =32.0 I=27.59 A 88 AD DW (f) R=33.90 A\ D4 4'0MH SYSTEM R=29.50 R) A R=31.50 DW 275 A-9 • 9.75� 29.75 r,� 7 5:27:26 =31 F32 E-Y-6 5 I= D- A C8 60MH �RD 1D 4 34 R=29. 32 33 R=32.10 I=23.33 7 20 LF =30.50 'Po R=30.50 __15 RCP I=26.67 W .......... rf, F LF 12 W W - W �7711 R=3 56 1p 0 1.0% 1 LF 15" R=30.5 D I=2 .1 PO The Heritage k CP @ 1.0% D2 ce W WV 18 LF 15" - S13- -RD- RW32.75N CO utc ogue UN 0 3 201S AD R D11 R=30.75 D.. 33 1(b R:=28.50 Southold Town R=28.50� HYD 34I AD S13_8 -') Cutchogue, New York Planning Board IR=31.32 I -C -RD--4- I=2645 R=30._75 -JRD Q_ r_� Town of Southold 120 U) 116 2 118 .E 115 AS 117 A A No. Revision Date Appvd. -C % (Z DRA D A A ) o lo k)4 ±34,000 CF LO CAPACITY P k BOT. EL. 28.00 K) > LO HWL EL. 30.00 US N V) 34 cn co co 33 CO C11 0 R128.50 0 30 SYSTEM TEM .. ...... 7 -S- co 2 FEIS SUBMISSION 5/20/16 AVL 19 -cum -S CO L0 SANITARY jQ LF 18'RCP @ 1.9% C20 CLEANOUTS' 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL C11 R=29.10 C R=29.10 EVERY 75' ; Designed by Checked by �O)CRV292� (TYP.) 0 N 31 SYSTEM 32 A-8 Issued for Date 33 -_ --_33 July 10, 2015 C 0 Not Approved for Construction U) 150' PRIVATE WELL SETBACK 100' PRIVATE WELL SETBACK • 100' PRIVATE WELL SETBACK n z 2009.51' (DEED) < > 2009.22' (ACTUAL) _J U I '7 _J 711 U CL -PRIVATE WELL Drawing Number 40 0 40 80 I'mm6own6" !!!nmmmmmmm" AIMM SCALE IN FEET 0 of N r-Py 0 C =492 F, N ( / Q5 _10 ky '$ 150' OV sheet Of TE WELL SETBAECJ 150' PRIVA CK V 11 21 U U > ♦ Project Number 29305.00 \\vhb\proj\LongIsIand\29305.00 Heritage Cutchogue\ccd\ld\Plcnset\29305.00—ER.dwg E 0 > INSTALL SILT FENCING AND TREE PROTECTION MEASURES AROUND AREA TO BE KEPT NATURAL AND AS DIRECTED BY THE ENGINEER 1.44' (DEED)190 IAL)1904.80' (ACTU EED)S38*30'50"E (D Ln S38*24'20",E,,(AC.TUAL),/ co Engineering, Surveying & ............................................ Landscape Architecture, PC ----------- 100 Motor Parkway 7 IL Suite 135 LO Hauppauge, NY 11788 z /,i_(.0 7t 631.787.3400 L C)U k� C 0 .......... 73)68' I2 r S37*04'40"E 0 CA J II0 01 zx ............ ........ >) >.......... 0 t >rr INLET PROTECTION OFF SITE '04'40"E'95.00'I537 CIA GRIFFING STREET ISTABILIZED CONSTRUCTION ACCESS FOR ALL THREE 0 Ul -Ul PHASES —A 0 0 r cl� Ili OMNI f I -7 0) Ili U LTI II --,,,STAGING/ ST'' �PILE AR�A FOR PHASE 1 N L M '13'30"E (DEED) M S37 y CIO S37*04'30"E (ACTUAL) e,r 221.47" r..........:.71z� -'N37*1 3'30"W 400.00';7 r NSTALLEDo SILT FENCE TO BE I C) cc -------- AROUND SOIL STOCKPILEZ) I T��) 0 r(.0 II16 i r P '77 (SEE DETAIL)i34 J,L In.......... L 7-7 DRAINAGE RESERVE AREA PROTECTION NOTE: THE CONTRACTOR IS REQUIRED TO INSTALL SILT FENCE AND ............ 0 2 ORDER TO MINIMIZE DISTURBANCE AND COMPACTION IN THESE AREAS. CONSTRUCTION FEN D DRAINAGE RESERVE AREAS IN STAGING/ STOCKPILE AREA .00 FOR PHASES 2-4 <Ix"f f FINAL GRADING OF DRA'S IS TO BE COMPLETED IN ACCORDANCE WITH ILO U) CONSTRUCTION. COORDINATED WITH PROJECT SITE ENGINEER THROUGHOUT IC 0 THE LANDSCAPING DETAILS AND SPECIFICATIONS. WORK MUST BE OL CD 0 01 -i 00 ... . ........... ..........0 7 )IIN36*54'20"W 2009.51',,(DEED)2009.�2' (ACTUAL) 80 0 80 160 SCALE IN FEET II777— Erosion Control Notes LEGEND G 1. PRIOR TO STARTING WORK ON THE SITE, CONTRACTOR SHALL NOTIFY THE APPROPRIATE A ENCIES AND INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS REQUIRED BY STATE AGENCIES. ACTUAL EROSION CONTROL MEASURES WILL BE DICTATED BY FIELD CONDITIONS AS & LOCAL CONSTRUCTION ENTRANCE GRESSES. BUT THE FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVED: 3' INLET PROTECTION A. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED I (DANDY BAG OR OTHER) B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO AS TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. CURB DROP INLET PROTECTION C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF 11 VELOCITIES. 32 ---------------_----------_-- SILT FENCE D. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. .......................... E. SEDIMENT SHALL BE TRAPPED ON THE SITE. SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO "THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT I34 L CONTROL". The Heritage F C L A rg G 2. SEDIMENT BARRIERS (SILT FENCE, STRAW BALES OR APPROVED EQUAL) SHALL BE INSTALLED AS A REQUIRED ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION OF THE WORK. NO SEDIMENT FROM JUN 0 3 20116 THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES, WETLANDS OR ROADS.A II3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH THE USE OF Cutchogue TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION Southold To�n Cutchogue, New York 1W SERVICE RECOMMENDATIONS. Planning Board ....... ITown of Southold Q) 4. STOCKPILES THAT ARE NOT STABILIZED SHALL BE SURROUNDED BY SILT FENCE AND INSPECTED AFTER 34 STORMS AND AT THE END OF EACH WORK DAY. ---------- No. Revision Date Appvd. 5. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM SEDIMENT BUILDUP ..........U ........ -------- THROUGH THE USE OF SEDIMENT BARRIERS, SEDIMENT TRAPS, DANDY BAGS, ETC., AS REQUIRED. ............................................. **:*::,:: .. ---_ _:/..............C7 ......0 INLET PROTECTION 6. PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE INLET PROTECTION STAGING/ STOCKPILE AREA (TYP.) Ico (TYP.) NOT LIMITED TO, CLEANING OF SEDIMENT BASINS AND TRAPS, CLEANING OR REPAIR OF SEDIMENT BARRIERS, CLEANING AND REPAIR OF BERMS AND DIVERSIONS, AND CLEANING AND REPAIR OF INLET FOR PHASES 2- 4 ..........mi PROTECTION.< 3 2 FEIS SUBMISSION 5/20/16 AVL 3 0 ....... 7. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. I __33 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL i8. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS Designed by Checked by wpm LO L FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED. 10,0 Issued for Date �A 9. SEDIMENT BARRIERS AND OTHER CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED July 10, 2015 AREAS ARE PERMANENTLY STABILIZED, AFTER PERMANENT STABILIZATION, PAVED AREAS SHALL BE Icl� CLEANED AND DRAINAGE SYSTEMS CLEANED AND FLUSHED AS NECESSARY. (D 10. THIS PROJECT DISTURBS MORE THAN 1 ACRE OF LAND AND FALLS WITHIN THE NYSDEC CONSTRUCTION r Not Approved for Construction r GENERAL PERMIT PROGRAM AND MS4 JURISDICTION OF THE TOWN. THE CONTRACTOR IS ADVISED THAT STORM WATER POLLUTION PREVENTION PLAN DOCUMENTS HAVE BEEN PREPARED AND A NOTICE OF INTENT HAS BEEN FILED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH 32 SILT FENCE TO BE ALL PREVISIONS ON THE GENERAL PERMIT AND SWPPP DOCUMENTS, INCLUDING COORDINATING IINSTALLED AROUND 33-C ENTIRE SITE 31 MANDATORY INSPECTIONS AND MAINTAINING SWPPP DOCUMENTS ON—SITE FOR THE DURATION OF 77——————————— CONSTRUCTION.(TYP,) I--------- 32------ -------- +7� I0 32 < Dandy Bag Notes< �E )O� )DI x I,)* x o o< 1. INSTALLATION: 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. am DEVICE TO SUPPORT ENTIRE WEIGHT OF GRATE) PLACE THE GRATE INTO IT'S FRAME. ATTACH ABSORBENT TO TETHER LOOP. HOLDING THE LIFTING DEVICE (DO NOT RELY ON LIFTING ILm5 2. MAINTENANCE: V 2.1. REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE AND VICINITY OF THE UNIT VENT. Sheet of J 12 21 2.2. REMOVE THE SEDIMENT THAT HAS ACCUMULATED WITHIN THE CONTAINMENT AREA OF THE DANDY BAG LO L xia. /0 Typical Erosion & Sediment Control Layout ASNEEDED.> SCALE: 1"=40' 2.3. IF USING OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENT PILLOW NEAR SATURATION Project Number 29305.00 \\vhb\proj\Long1sland\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_DT.dwg O U CROSSWALK (WHITE) 9' 1 2' (MAX.) CURBLINE ' (T�) of N LJU) 12 (TYP.) z "" DASHED LANE LINE (WHITE) 4" (TYP) N 5'-6" R7-8 AP 4' 2 6 2 6 2 6 2 C STEEL PIPE POST U) BROKEN LANE LINE (WHITE) 4" (TYP) o n TYPICAL SIGN i Q I10' 30' 10' I - -{- ►�- �4" � w o � 4" o_ 4" (TYP) ;;� N 5 1-� Engineering, Surveying & MAX. SLOPE 1.5% 45• WHITE PAINT WHITE PAINT SEE NOTE 1 DO Architecture, PC 12" SEE DETAIL ZI-) a 2Y2" DIA. STEEL POST z (PAINT COLOR SELECTED 100 Motor Parkway HATCH LINES (WHITE) '� 17" p" 17" 4" BLUE LINES 0' �`L 2'-0" 3'-0' o BY ARCHITECT) N } 24" ON CENTER 4' z co Suite 135 wz 3'-8" o w Hauppauge, NY 11788 4" (TYP) LENGTH AS REQUIRED _ w CURBLINE 1. 2 (SEE STRIPING PLAN) BLUE SKID- o m 631.787.3400 2" (MAX.) (TYP.) (TYP 12RESISTANT w DOUBLE BARRIER LINE WHITE 4" TYP 7'-g" 2•-0 z PAINT m (WHITE) (TYP) -I w 6N E16' 2 z 00 8' (TYP.) 8' (MIN.) 9' (MIN. N 0 SINGLE EDGE LINE (WHITE) 4" (TYP) WHITE PAINTED LANDSCAPED AREA OR SIDEWALK N o STOP LINE ACCESS PARKING AREA 1 AISLE SPACE DO 16"" (TYP.) CROSSWALK LINE (WHITE) 12" (TYP) AY_ ACCESSIBLE PARKING 3'" WIDTH WHITE Notes: 4" WHITE PAINT 24" MIN 1• TWELVE INCH (12") LINES SHALL BE APPLIED IN ONE 4" WHITE PAINT (TYP.) LANE APPLICATION, NO COMBINATION OF LINES (TWO - 6 STOP BAR (WHITE) 12" (TYP) 4"�I Detail • % N 16" OR 12"' DIA. INCH LINES) WILL BE ACCEPTED. • CONCRETE SUPPORT 2. LONGITUDINAL CROSSWALK LINES TO BE PARALLEL TO Notes: . °. Notes: CURBLINE. NOTE: 1. PAVEMENT MARKINGS TO BE INSTALLED FOR ON SITE WORK IN LOCATIONS SHOWN. 1. PROVIDED R7-1 OFSET A MINIMUM 5'-6"" FROM EITHER EDGE OF 3. ALL LONGITUDINAL CROSSWALK LINES TO BE THE SAME ALL PAVEMENT MARKINGS (EXCEPT TRAFFIC ARROWS AND STOP BARS) SHALL BE SETFAST LOW VOC ACCESSABLE AISLE TO ALLOW ACCESSIBLE ROUTE. LENGTH AND PROPERLY ALIGNED. TRAFFIC MARKING PAINT OR APPROVED EQUAL AS PER NYSDOT REQUIREMENTS. TRAFFIC ARROWS AND 2. HANDICAP LOGO SHALL CONFORM WITH THE LATEST NEW YORK STATE STOP BARS SHALL BE THERMOPLASTIC MATERIAL FORMULATED SPECIFICALLY FOR USE AS 2. ALL PAVEMENT MARKINGS (EXCEPT TRAFFIC ARROWS AND STOP BARS) SHALL BE SPECIFICATIONS. 4. CROSS WALK SIDESLOPE SHALL NOT EXCEED 1.5%. RETROREFLECTIVE PAVEMENT MARKINGS AS PER NYSDOT REQUIREMENTS. SETFAST LOW VOC TRAFFIC MARKING PAINT OR APPROVED EQUAL AS PER NYSDOT 3. SLOPES SHALL NOT BE GREATER THAN 2% IN ANY DIRECTION FOR ALL 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 GRADE; LANDSCAPED AREAS sl z PERMEABLE WSOIL `r�oo I s-� oqF 6 2 3/B" MIN THICK PAVERS CAP UNIT no WITH MIN 1/4" WIDE JOINTS •oma• � o- ��-9f - �� S�pPEQ 0 saw ��tiJ i ?J� GE pFRp� Q „ --- J 5 R �'9l Ep lB�E Ll � 1 TO 1 Y2 BEDDING SAND . 4" THICK AGGREGATE BASE BLOCK WALL UNIT BELOW PAVERS AND SAND oo LANDSCAPE s F �� AREA (TYP.) I I oF�y� J JOINT EVERY pLAN COARSE BROOM FINISH v;. 1 WEEP HOES ) ��"`� 10 O.C. MIN. GE OFRO� I �� G: I I ��Q JPO.•. ''' SEE DETAIL 'A' Z 8 - o FINISHED 0� I �P J UNIT DRAINAGE FILL ! <:' EXPANSION JOINT EVERY 20 GRADE .•' , 5 POURED m // // (3/4 CRUSHED - P E �•''' Q- ..,, '�., � ..•' � SEE DETAIL'B" \/ \\/j/\�/\\� \ /\��\/ \\///\ \/// \ i pP p• gym.- �� ` . /// \ / \ ) .- CONCRETE /\/ \\ //\/ \\ //\� \\//\j\\/ \\/ \/\j \/\/\/ ' ROCK OR STONE I _ i N, lope \ '*. �J��'•r ° ��\iii/\\. �\ _ :., , APPROXIMATE LIMITS RAM CRUSHED �' u �r� u� ' u u uv uv u� �u u• a u u COMPACTED SOIL SUBGRADE OF EXCAVATION UN REINFORCED CONCRETE OR Re ".� .- tl CRUSHED STONE LEVELING PAD Y4" LIP MAX. �2NS�T� 6" GRANULAR MATERIAL Notes: SEE NOTE 9. MINQN (BANK RUN SAND & GRAVEL.) 1. NON PERMEABLE PAVERS TO BE CAMBRIDGE RENAISSANCE OR APPROVED EQUAL. Notes: ;s \ 1 2. COORDINATE PAVING PATTERNS WITH LANDSCAPE PLANS. 1. WALL SHALL BE KEYSTONE GRAVITY BLOCK WALL OR APPROVED EQUAL. Y4" LIP MAX. REINFORCED CONCRETE 3. PAVERS To BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. 2. WALL SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. AREA OF COLORED SURFACE SECTION APRON W/ 6"X6" WWM �,,•�Je,�` SEE NOTE 9. 3. CONTRACTOR TO MINIMIZE DISTURBANCE OF LAND WHILE INSTALLING WALL. Non-Permeable Pavers (Community Center Patio Area 4. CONTRACTOR TO RECEIVE APPROVAL OF WALL FINISH PRIOR TO CONSTRUCTION. ( y ) 5. CONTRACTOR TO OBTAIN ANY NECESSARY BUILDING PERMITS RELATED TO WALL. N.T.S. " GRADE; TOP OF PAVEMENT Retaining Wall Detail 12/13 .�` DENSE AGGREGATE BASE OR PER DRIVEWAY SECTIONI 2 3/8" MIN THICK PAVERS N.T.S. Source: VHB LD_ Notes: SECTION AT DRIVEWAYS WITH MIN 1/4" WIDE JOINTS Notes: 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 RAMIPS SHALL BE 5%. 1�2" FILLER 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%. GRADE; TOP OF PAVEMENT 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN R.O.W. (PER PLAN) 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). M ,' a PER PUN PER PLAN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). ° ° 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. „° ° ° ° ° ° ' ° SECTION IN RLL 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 6. RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. `z • • ° ° ° • ° °° SLOPES 3 ON 1 MAX 6" CROWN 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. ° d" ` ° • ° 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. M • ° ° ° 2X MIN. BELGIUM BLOCK CURB (TYP.) 2%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\\�\ \ \\�\ \ ///M��/\ (SEE DETAIL)1 5� � sx MAX. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5" PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. �/ \\ //\\ \ \//\/ \\ //\ \ \ �i'/`i ' '��'� /�\/l�/` /0 8. 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 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. r r! i�\l�\/� ��/ CENTERLINE ELEVATION DETAIL A DETAIL B COMPACTED SOIL SUBGRADEi/ /i �i/T TO EOUAL TOP OF CURB �`i '�• i' INDICATED ON THE DRAWINGS TO BE SET FLUSH. '`�`?` �`�' " 10. TRUNCATED DOMES ARE NOT REQUIRED ON RAMPS LOCATED OUTSIDE THE PUBLIC ROW. RAMPS y/�\'/ %�\y\\^\ ` % �' %\\\' Notes: Notes: 1-1/2" BITUMINOUS TOP COURSE �///T/� 'SECTION IN CUT LOCATED WITHIN THE RIGHT AWAY SHALL HAVE TRUNCATED DOME DETECTIBLE WARNINGS 2-1/2• BITUMINOUS BINDER COURSE SLOPES 3 ON 1 MAX. (SEE SEPARATE ROW PLANS). 1. ALL CONCRETE SHALL BE AIR ENTRAINED, 41,000 PSI 1. NON PERMEABLE PAVERS TO BE CAMBRIDGE RENAISSANCE OR APPROVED EQUAL. s" DENSE GRADED AGGREGATE BASE COURSE 2. COORDINATE PAVING PATTERNS WITH LANDSCAPE PLANS. STABILIZED SOIL BASE CYLINDER TESTING REQUIRED AS PER P.E. 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" 1" MAX. CONCAVE JOINT EXPANSION JOINT EVERY 20' CONCAVE JOINT 9 8" SPECIFICATIONS 6.6" UNIT SIZE - 20" X 20• X 1" I UNIT WEIGHT 18 OZ. OR 4.5 POUNDS STRENGTH - 5720 PSI COLOR - BLACK (STANDARD) FINISHED) GRADE RESIN - HDPE (WITH SOME POST-CONSUMER "y/ 11141LI111111Z RECYCLED CONTENT 1-1/2 BITUMINOUS TOP COURSE o o WEARING COURSE PLAN o GRASSPAVE2 SQUARES 0 0 0 0 0 0 C, , o O o 00 00 0o p O oo O BINDER COURSE ° 0 o a a n ° The Heritage t 0 0 o o o 0 0 0 000 o O ° o 000 3" WELL GRADED GRAVEL _ o a � ADJACENT GRASSPAVE2 SQUARES o O O o - 000 0 0 o a o00 0 0 p o 0 # 5 REBAR EXCEPT BETWEEN L, I L• J .__ 00 0 0 o 0 0 0 4"" DENSE GRADED o o O O o o D v EXPANSION JOINTS (SEE NOTE 5) ° ��`��"-- I ' °° O 0 00 O o 0 °° AGGREGATE BASE COURSE °O 0 0 0 o o ° 0 0 0 00 C U tC h 0 u e 1 [� o 0 8 o O o 000 0 000 O 0 O O 0$O JUN U7 2t,15 o 0 0 0 0 0 O ° 0 0 0 0 0 o SECTION A-A # 5 REBAR EXCEPT BETWEEN CONCRETE BELOW ASPHALT WEARING COURSE SEE ENLARGEMENT BELLOW �cl o°0 o O 0 0 0 0 0 0 O o 0 0°o° �j��j��j��j��j��j�//��/��/j�/j��/j��/j��/��/j��\��/j��/�/ CONCRETE BELOW ASPHALT EXPANSION JOINTS SEE NOTE 5 3.3" I HYDROGROW MIX BELOW RING \ \\\\\ � 3-1/2" ( ) BINDER COURSE Cutchogue, New York Southold Town MIN. Town of Southold 24" J COMPACTED SUBGRADE 5-1/2" 3" A Notes: Planning Board / I RINGS FILLED WITH CONCRETE SAND COMPACTED SUBGRADE # 5 REBAR EXCEPT BETWEEN EXPANSION 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. No. Revision Date A ppvd. (CLEAN, SHARP SAND) JOINTS (SEE NOTE 5) (TEST CYLINDERS FOR CONCRETE STRENGTH MAY BE REQUIRED, AS REQUESTED ' COMPACTED SANDY GRAVEL ROAD BASE LIQUID AC BY INSPECTOR OR TOWN ENGINEER) 95% MODIFIED PROCTOR DENSITY Trail Section 12/14 N 2. CONCRETE TO CURE 14 DAYS MIN. BEFORE ROADWAY PAVING CAN BEGIN. (n o 0 0 0 0 0 0 0 0 ',, 3. CONCRETE MONOLITHIC POUR, MUST USE FORMS FRONT AND REAR. 12" COMPACTED GRAVEL N.T.S. Source: VHB p WEARING COURSE 4. EXPANSION JOINT TO BE 5' MIN., 20' MAX. Q 3" LIQUID AC UNLESS OTHERWISE STATED 5. REBAR IS OPTIONAL EXCEPT AS REQUIRED IN INDUSTRIAL AND COMMERCIAL ROADWAYS. 0 0 0 0 0 0 0 0 M BINDER COURSE NOteS: a 2 FEIS SUBMISSION 5/20/16 AVL o BELGIUM BLOCK a Belgium Block Drop Curb Transition (At Driveways) 6/15 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL =1 � �=1 1 11 1 11 I � I i�-1 I I I I I=1 -III-I SUBGRADE 1. ALL BITUMINOUS CONCRETE USED FOR DRIVEWAY PAVEMENT SHALL BE PLANT oo D ° a ° 3~ o SECTION MIXED. 1/2" CHAMFER ° N.T.S. Source: VHB Designed by Checked by CN 2. ALL DRIVEWAY MATERIALS ARE SUBJECT TO LABORATORY TESTS TO DETERMINE IF v ° c i THEY CONFORM TO THE SPECIFICATIONS. ° Issued for Date O LANDSCAPE FINISH GRADE � AREA TOP OF GRASS ROOT MASS 6 MM 3. SUBBASE MAY CONSIST OF NATIVE MATERIALS IF FOUND SUITABLE BY THE (1/4") ABOVE TOP OF RING ENGINEER/INSPECTOR. IF DEEMED UNSUITABLE THE SOIL SHALL BE REPLACED BY 12" 16" INCREASE BELGIUM BLOCK REVEAL TO 6" IN July 10, 2015 SELECT SUBGRADE FILL AS DIRECTED BY THE ENGINEER/INSPECTOR. '.'.'.'.....'.'.'."" 1" A # 5 REBAR EXCEPT BETWEEN EXPANSION TRANSITION AREA. MAINTAIN TOP OF CURB GRASSPAVE2 ATTACH WITH 95% SOIL COMPACTION JOINTS SEE NOTE 5 ELEVATION AS PER PROFILES. a ' SNAP-FIT FASTENERS 4. IN AREAS OF FILL, SUBBASE SHALL BE PLACED IN MAX. 6"" LIFTS AND O O' O 'O' ( ) CURB INLET, SEE DETAIL -o \' COMPACTED TO A MIN. 95% STANDARD PROCTOR DENSITY. \ d O ' L / /1 1i ° o ` 0\ COMPACTED Not Approved for Construction �� ROOT MASS TO FILL 5. SUBGRADE IS TO BE FREE FROM DEBRIS AND UNSUITABLE MATERIAL AS ° o ,o o,o - - - v v GRASSPAVE2 DETERMINED BY THE ENGINEER/INSPECTOR AND SHALL BE COMPACTED TO 95% ° \ \ AGGREGATE BASE MAX. DRY DENSITY. �� ° 6 6" �� Notes: ° ° o o o 0 0 0 0 0 0 0 6. SUBGRADES TO BE VISUALLY INSPECTED AND TESTED PRIOR TO PLACING ° °° • � � 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. _ + 12" COMPACTED GRAVEL BASE COURSE ROADWAY SUBBASE COURSE. ° , (TEST CYLINDERS FOR CONCRETE STRENGTH MAY BE REQUIRED, AS REQUESTED BY INSPECTOR_ \j\ , °°° , ; ° °•° \\/\\/\\ 4000 PSI CONCRETE 2. CONCRETE TO COURE 14I DAYS MIN. BEFORE ROADWAY PAVING CAN BEGIN. / ENLARGEMENT co ° J j � Notes: / �� 3. CONCRETE MONOLITHIC POUR, MUST USE FORMS FRONT AND REAR. a a ��/ 6•COMPA GRAVEL 1. GRASS /PLANT TYPES SHALL BE SPECIFIED , � � � � UNDISTURBED OR 4. EXPANSION JOINT TO BE 5' MIN., 20" MAX. �� BY A LANDSCAPE ARCHITECT OR x COMPACTED 5. REBAR IS OPTIONAL EXCEPT IS REQUIRED IN INDUSTRIAL AND COMMERCIAL /� LANDSCAPE DESIGNER \ �\ �\ �\ �\ �\ �\ �\ �\ g \ �\ COMPACTED SUBGRADE SUBGRADE ROADWAYS. 2. COMPACTED GRAVEL BASE SHALL EXTEND 1 A MINIMUM OF 12" BEYOND THE EDGE OF 10' INCREASE SLOPE TO MEET lO' GRASSPAVE UNITS AT UNRESTRATINED EDGES CURB INLET GRAZE Drawing Number 0 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 N.T.S. Source: Invisible Structures, Inc. N.T.S. Source: VHB R�V LD-430 N.T.S. Source: VHB REVLD_409_REV N.T.S. N.T.S. Source: VHB of NQV = 6a c o ',I 'Sheet of ii" 1(Ak,- ,, e=j 13 21 Project Number 29305.00 \\vhb\proj\Longlsland\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_DT.dwg O V s CONCRETE BRICK & MORTAR (OR CIRCULAR C.I FRAME WITH SLOTTED COVER OR SOLID x X X X X X SELVAGE OF FABRIC PIPE CHIMNEY WHERE COVER OR AS SHOWN ON PLAN KNUCKLED TOP & BOTTOM REQ'D.) TIE WIRES1' MINIMUM PAVED FINISHED GRADEy LOAM & SEED 2' MAXIMUM U FA E o X �T' �-I I IJ; X I TOP RAIL PRECAST SOLID WALL =III R o° ° W ° ='j SHALLOW DOME w � .11= 3'-0 MIN: ° o III- :< . 10' HIGH CHAIN LINK COLLAR x - - TOP OF RINGS oo - EQUALIZATION PIPE TO BE II-11 ®® ® ® ® INSTALLED AS PER PLAN FENCING - CENTER RAIL 3/16" -III- o° 59 o 8 M, 2" DIAMOND MESH 1=III I IIII II CHAIN LINK FABRIC END CAP III ° o F I TRUSS ROD ®®® ® ® ® -F ,' FI - WRAP DRAINAGE RINGS WITH 1 1-II R. . ° INVERT FLOW � GEOTEXTILE FABRIC SUPAC 4N P, X 0 ° °° o III= WHERE DRYWELLS ARE III ° ®®® ® ® ® ...... _ _.. :... 1=11 MIRAFI 140N OR APPRD. EQUAL 4"DIA. SEAMLESS STEEL PIPE SWING =11 '8 X ARM AND POSTS ASTM A53, 3/16" X II11 °'o o° ®®® ® ® ® 1 .' t.' o do IIIIII INSTALLED UNDER PAVEMENT Engineering, Surveying & TYPE "S", GRADE "B", II-II STANDARD WEIGHT 3" 3/16" VIII ° o° ° III- Landscape Architecture, PC 1/2" ROUND 3/16" 0 =III ° 0°° ° I-I p STOCK N I-I I o ° ®ID® ® ® ® :.. 2' III- BACKFILL UNDER AND III ° ° 1=1�-AROUND DRYWELL WITH 100 Motor Parkway x I SWING ARM MIN. y 4 I� SLEEVED POSTS IIIIII °o oo, ®®® ® ® ® 1 W" ° ° o ° II�' GRANULAR MATERIAL SINGLES NET POST 1" MIN. COMPACTED ASPHALT SURFACE COURSE ° - ° ° - CENTER °I� ,U TENSION WIRE - - T" CONTAINING LESS THAN Suite 135 (33' CENTER TO SERVICE =III ooh ° 8 III= 15% FINE SAND, SILT AND X o ° ° 3' MIN. COMPACTED ASPHALT LEVELING COURSE crllllll °oc ° ° ®®® IB ® ® ? ;;; o°o o° Ijll�l CLAY (SILT AND CLAY Hauppauge, NY 11788 CENTER) UNI= Elevation o N _ X 0 ° o0 0 ° O o o ��11II I 8° ®ID(B ® El El 1__. ~" F",° p°o ° IIIIII FRACTION NOT TO EXCEED SINGLES 0 0 0 0 O o 0 O o 0 0 HROUGH BOLT rn z(=11I ° ° ° o o III 5%) - SEE NOTE 6 631.787.3400 DOUBLES NET POST o AND PADLOCK V) -- r _ SIDE LINE NET LINE Doo 0 0 0 0 0 0 v ¢�_1 ° ®®® ® ® ® ..._: ( _ ° ° ° 11= (42' CENTER TO , oo ° o Q o 0 0 6" MIN. COMPACTED BASE COURSE LOCKING ASSEMBLY 3116" CHAIN W/PADLOCK � of-II °8 00 o VIII CENTER 3`-O" 0 0 0 0 o a o IV o o ° o ° x 0 TOP RAIL ( (TYP.) AND FURNISH 6 KEYS BOTTOM a. -III o� _ A. - �_ __ --�---•--- I o o O O o O ,� 4'-6" TYP. 4"-6" TYP. OF RINGS I-II a ®®® ® ® ® ,.. i,_1 _- .-, 8° III= Co� o�go o ° °o° o ° o� ° 2" MINIMUM CLEARANCE TO FENCE FABRIC M 1=11 -� 111: z HISTORICAL HIGH GROUNDWATER o 0 oO o 0 0 0 0 o O ° ° ° III ° °� °o ° °o 0 11=" ' PER COUNTY RECORDS. 0 12'-6" 12'-6" 1=1 DOUBLES �/�Y�/�ij�ij�/�/� ,'�ij�i�/��/��i,/�/�ij/�� •� - 41 � -III- �� °O° ° ° o�o°o°-� I� CURRENT EXISTING GW CURB INLET SIDE LINE o �� ;�� I b °° OUTSIDE DIAMETER x CORNER, END OR N Zv I 1=III ° o GROUND IER ELEVATION TO BE CONFIRMED FRAME & GRATE _ IN FIELD ' ra U ° _ ° 0 o PROVIDE 10" SLAB FOR LINE POSTS CENTER o o ',e.LW.x I N I CONCRETE FOOTING 111=1 �E�°R,LArP ° _-I - S, - of z Q w ° ' ` =III=III-II I o- 0 °° 8 -I II-III-III=11_III- CURB INLET WHERE SERVICE COMPACTED SUBGRADE RAIL a�co ° III-III _ ° ° - I_ 0 6' MINIMUM PENETRATION INTO LINE a00= L L 111=III=111=111-� °o II-III-III=" INDICATED ON PLANS x 1" BEVEL w-� COMPACTED GRAVEL (TYP.) "' '11-III= °Oo `8 °° III-III="' VIRGIN STRATA OF PERMEABLE x (1X" MAX. STONE) II-III- 4' (MIN.) II-III- SAND AND GRAVEL IE Asphalt Section for Freeze/Thaw Climate o U)0-Z _ III-I - FIN. GRD. WIRE TENSION 1 O a nI-III-III-III= 1= =III ° g2 ° -III-i- u= '` 3' DIA. SEAMLESS STEEL PIPE SWIVEL -III-III-III-III-III-III= ° II-III=III=111-III _ 4' DIA. MINIMUM CONNECTION TOP OF RINGS I o POST ASTM A53, TYPE "S", GRADE 12 DIA. °° 0000 °°g°°0 °° 0 ° - TO UNDERLYING SAND AND ® ' ` o x ° x ro Notes: "B" EXTRA STRONG WEIGHT (O.D. ®®IB IB ® IB _. Ee .._ ._ •I � 00 °°° wog ° o R ° °° � ° o � � oo GRAVEL STRATA BASE UNE CONCRETE FOOTING 2Y4�")DIA Notes: 1. TENNIS COURTS FEATURES INCLUDING, NETS, MARKINGS, ETC SHALL BE INSTALLED PER US TENNIS (3000 PSI-TYPE I) .0 ASSOCIATION SPECIFICATIONS. 1. ALL PRECAST STRUCTURES SHALL BE PROVIDED WITH SUFFICIENT STEEL REINFORCEMENT Curb Inlet x 2. ALL DIMENSIONS ARE TO THE OUTSIDE EDGE OF THE PLAYING LINES, WITH THE EXCEPTION OF THE FOR TEMPERATURE AND SHRINKAGE, AND SHALL BE DESIGNED FOR HS-20 LOADING. 4• 6" 13`-6"��13'-6" 4'-6" CENTER LINES WHICH ARE MEASURED OUT TO CENTER. TO TO q 3. THE CENTER SERVICE LINE AND CENTER MARKS SHALL BE 2 INCHES WIDE. OTHER LINES SHALL BE 10" DIA. ® LINE POSTS 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST STRUCTURES SHALL INCLUDE MANUFACTURER'S 27'_0" BETWEEN 1 AND 2 INCHES WIDE EXCEPT BASE LINES WHICH MAY BE UP TO 4 INCHES WIDE. OR 1'-4" ® CORNER, Notes: CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO WITHSTAND SAID LOADING. 4. RECOMMENDED COURT SLOPE: 0.83% MINIMUM, 1.00% MAXIMUM. PULL OR END POSTS Note: 36'-0" 12'-0 x 5. TENNIS COURT COLORS TO BE COORDINATED WITH OWNER PRIOR TO CONSTRUCTION. 1. SHOP PRIME PAINT EXPOSED SURFACES 3. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI 28 DAY STRENGTH CONCRETE. x cy Section 1. MATERIALS TO BE SUPPLIED AND FIELD PAINT EPDXY ENAMEL-YELLOW. / INSTALLED IN CONFORMANCE WITH 4. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE I "CHAIN LINK MANUFACTURER'S 2. PROVIDE "MASTER" PADLOCK WITH 6 i x WORKING KEYS. 5. FRAME AND COVER SHALL BE SET IN FULL MORTAR BED, ADJUST TO GRADE WITH x x x x x x INSTITUTE" PRODUCT MANUAL. CLAY BRICK AND MORTAR (2 BRICK COURSES, MIN.; 5 BRICK COURSES, MAX.) 3. 3,000 PSI CONCRETE FOOTING 6. NATIVE MATERIAL TO BE USED AS COLLAR MATERIAL IF DETERMINED TO BE SUITABLE BY THE ENGINEER. 78' Asphalt Tennis Court 5/15 6' to 12' Chain Link Fence 6/08 Emergency Gate (Double) 2/09 Precast Storm Water Drainage Drywell (DW) 7/12 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: VHB LD_ / 3 \ FRAME &CAST NSO DT 50' MIN. II GRADE COVER TO GRADE. < < 1 1/2 - 2 BUT SUFFICIENT TO KEEP w w STONE BACKFILL - - SEDIMENT ON SITE LIGHT POLE & ANCHORING AMERICAN-MADE C.I. FRAME WITH Q Q PROVIDE BASE COVER I I SYSTEM BY MFG. - - SLOTTED COVER, CURB INLET FRAME BRICK MAY BE USED TO _ REINFORCED, 4,000 PSI z ADJUST CURB INLET CAST TRAFFIC BEARING UJ w AS FURNISHED BY Z Q AND GRATE OR SOLID COVER, AS °°y°o �, °�° - IRON GRATE & FRAME TO CONCRETE SLAB HAY BAIL AND/OR -I P Half Plan - Dome Top INDICATED ON PLAN. NEENAH, to v a POLE MFG. 1" CHAMFER `-'v � �=III_ --- - I I=I � I- I SURFACE ELEVATION A 36" > � SILT FENCING _ (D I I N CAMPBELL, OR APPROVED EQUAL I MAXIMUM OF 12 INCHES. 48" REINFORCED 4,000 PSI PRECAST CONCRETE a I'I DRA TO BE SEEDED SLOPES TO VARY �_ o z Q LIGHT POLE BASES _ _J�_ _�__ _ _ _11 SET 6 ABOVE GRADE. CATCH BASIN .-_ - -III-I i _I I_I I 6" a � STANDARD STEPS O I IN PARKING LOT TO - - - 6" 9 _ Rim Detail 0 16" O.C.-Typ. w BE PAINTED YELLOW ° ° -I o PRECAST SOLID WALL DOME. Z =11 °o ° � ° a °`0 I I= o ° °w I . a _ o� `O ° REBAR PER MANUFACTURES CO IIIIII 0� �° 08°°° ° ° =III MIN. 6" WASHED o✓ • 'I-1 I III- N o • OR STRUCTURAL ENGINEERS "' -111=1 60 °° I I-11 STONE BEDDING A� p o ° SPECIFICATIONS III=1 ° TOP OF RINGS °° IIIIII CURB INLET DETAIL 0 �� f��y Z Li o� o -III go° ° ° III- EQUALIZATION PIPE TO BE o o z III- °� g _ =_ INSTALLED AS PER PLAN. CAST IRON CURB INLET Q ry 18" ° FINISH GRADE (MATERIALS VARY) o III o °, FLOW REINFORCED, 4,000 PSI GRADE GRATE & FRAME. I o TYP. cn I I rn o ° ° STORAGE INVERT - - 1=1 TRAFFIC BEARING O \ \ \ \ \ \ \ \ \ \ ,� a -I a O° I IIII= 3' WIDE SAND & GRAVEL COLLAR Notes: CONCRETE SLAB I G� G� ACV o> I ° o° ° VOLUME = a ° °° I ALL AROUND. SEE NOTE 6 ° Z = 1 0° ° ° 100.88 CF/VF ° _ ( ) REINFORCED 4,000 PSI --�- ADJ ST CURB INBRICK MAY BE SET CAST 4~� 4� FU N ° • 2' TYP. COVER _.............. 1. PRECAST STRUCTURES -' - M O . I ALL T UCTURES SHALL BE PROVIDED WITH IRON GRATE & FRA E T _ 0 - PRECAST CONCRETE 3 �, =III ° t` 3 III- BACKFILL UNDER AND AROUND SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND 26" SURFACE ELEVATION A O v ° ° 5000 PSI TYPE II �I- ° °o 1= CATCH BASIN MAXIMUM OF 12 INCHES. Lil CONCRETE CEMENT N -III °o ° o -"m; 1 _ (MIN.) ° III= DRYWELL WITH GRANULAR SHRINKAGE, AND SHALL BE DESIGNED FOR HS-20 LOADING. 6" 48" w w • z = 11=_ �' I -" =`:; I`:" 0 8° ° 0 11= MATERIAL CONTAINING LESS �Z ° o _, __ _, 0 0 MIN. FROM 5'-0" CONDUIT AND GROUND ROD ;r, -11I ° ° I 1= THAN 15% FINE SAND, SILT AND 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST To 20'-0" CD ° CONNECT TO INSIDE METAL POLE Z III=1 QX00 ° ° °�, ° 11=1 CLAY SILT AND CLAY FRACTION STRUCTURES SHALL INCLUDE MANUFACTURER'S s" O W SEE ELECTRICAL PLAN FOR SIZE Q O =III a. O ° o -"--- D'p O I= ( O CONSTRUCTION ENTRANCE-FOUNDATIONOFCOMPACTED ¢� ° ° ° IIIIII NOT TO EXCEED 5%). CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. w r ° /\ o -III g° 71 0° o _ WITHSTAND SAID LOADING. a �� /�\ ° ' ' \//\ III-I = 1 I o0 II-I FOOTING RINGS REQUIRED FILLT018"(Min.)ABOVEEXISTINGGRADEFORDRAINAGE. Q %j� j< '� ° k;, ° 0 0 111= MIN. 6" WASHED \\ a o III= "" , I. ° , ° 11=1 WHERE UNSUITABLE SOIL 3. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH STONE BEDDING C) //\j °• a ° �/� Ln w 11I 6 0 0 0 CONDITIONS ARE ENCOUNTERED. SLAB DETAIL \ • ° I I1-0 g 0 ° o 0° , ° _� 4,000 PSI / 28 DAY STRENGTH CONCRETE. 26" ' ° I_I I- jj� =ELEV. 12.0 ^ 4. PROVIDE ""V" KNOCKOUTS FOR PIPES WITH 2"" MAX. REINFORCED TRAFFIC PLAN VIEW Cp co;' 11= �" BOLT LAYOUT III ° o -� 00 1=11 N Z CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE I„ a48» 6» BEARING CONCRETE SLAB COMPACTED OR \� \\\�\\!\\:\\!\\\\\� �!\ & MOUNTING ° I -III °° �°° o o ° ° ° III; JOINTS. s'o a� NOTE: THICKNESS AND UNDISTURBED PROCEDURE AS �1- °�,0 - - _IL REINFORCEMENT FOR SOIL 2'-0" (MIN.) `� 1�' OUTSIDE DIAMETER AND TRAFFIC LOADING BY SUBGRADE PER MFG. SPECS -111 0° ° o . 0 GROUNDWATER 5. FRAME AND COVER SHALL BE SET IN FULL MORTAR BED, AN ENGINEER I I-III o ° ° o°° _-III- ADJUST TO GRADE WITH CLAY BRICK AND MORTAR (2 EXISTING GRADE Section Plan IIII=III-=- - V - - _ . - _ __-_ 1 BRICK COURSES, MIN.; 5 BRICK COURSES, MAX.) -1 I I I 111 I I-1 11=1 11=1 11=1 11=1 1=1 11=1 1=1 11=1 I-III-III-III I 6' MINIMUM PENETRATION t N TO STANDARD PRECAST CONCRETE CATCH BASIN R 0 A D -III-III=III-III-III-III-III-III-III=III=III=III=11 VIRGIN STRATA OF PERMEABLE -III-1 I I-1 I I-1 11-1 11-1 11=1 11=1 I I-I�I "'- Notes: SAND AND GRAVEL. 6. NATIVE MATERIAL TO BE USED AS COLLAR MATERIAL IF (4'X4' - TYPICAL) (5 FEET TO 20 FEET IN DEPTH) 1. LIGHT POLE FOUNDATION DESIGN IS SUBJECT TO CHANGE BASED ON FINAL POLE AND FIXTURE DETERMINED TO BE SUITABLE BY THE ENGINEER. CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED SELECTION AND GEOTECHNICAL SITE INVESTIGATION. 7. CONTRACTOR SHALL PROVIDE NECESSARY PROTECTION FOR HAY BAIL AND/OR 3/4"STONE BLFND OR N.Y.STATE D.O.T.APPROVED R.C.A. 2. ALL REBAR AND FOUNDATION DIMENSIONS TO BE DESIGNED BY STRUCTURAL ENGINEER OR PER ADJACENT PROPERTIES AND UTILITIES DURING EXCAVATION SILT FENCING FILLT018 Min. ABOVE EXISTING GRADE FOR DRAINAGE. MANUFACTURES SPECIFICATIONS. OF DIFFUSION WELLS. 3. PRECAST LIGHT POLE BASES REQUIRE CERTIFICATION FROM THE MANUFACTURER OR SUPPLIER THAT POLE BASES ARE DESIGNED FOR THE WIND LOADS AND STRUCTURAL REQUIREMENTS OF THIS Half Profile/Half Section CROSS SECTION SPECIFIC SITE AND LIGHTING FIXTURES. Light Pole Foundation Detail 2/11 Precast Diffusion Well - 12-foot Dia. (DW) 9/06 Standard Precast Concrete Catch Basin Temporary Construction Entrance N.T.S. Source: VHB REV LD-310 N.T.S. Source: VHB REV DRYWELL N.T.S. Source: Town of Southold SW-04 N.T.S. Source: Town of Southold SW-06 DANDY BAGR SAND BAG OR DRIP LINE 2' MINIMUM ALTERNATE WEIGHT STORM LENGTH OF 2'X4' u GRADE a O r_ SEWER ILL x..- . TREE TRUNK �w Th Heritage IU IL' "� L GRATE 2' x 4' WEIR _P r -- - 1 The eritage a 0 0 0 0 VELCRO 2' STONE D p D.' . �� ...; 6 2 LL JU^1 3 2�1^ CLOSURE o ' D FILTER CLOTH 2' x 4' SPACER ak MIN �. v 3 � �-- � � � � �� --� Cutchogue I WIRE MESH Notes: p Gou:�old Town D D . 1. AREA CHOSEN FOR STOCKPILING �O� Cutchogue New York Planning Board LIFT STRAPS D ' D OPERATIONS SHALL BE DRY AND STABLE. Town of Southold USED FOR ,D D D INLET TO PERSPECTIVE VIEW EASY PIPE � 6' MAXIMUM SPACING 2• MAXIMUM SLOPE OF STOCKPILE SHALL BE U MOVEMENT // OF 2'X4' SPACERS 2:1. No. Revision Date Appvd. AND Plan 3. UPON COMPLETION OF SOIL STOCKPILING, 36" MINIMUM 2 x 2 INSPECTION EACH PILE SHALL BE SURROUNDED WITH �, OF UNIT 2• X 4' EITHER SILT FENCING OR STRAWBALES, THEN FENCE POST ANCHORS STABILIZED WITH VEGETATION OR COVERED. Q DANDY BAG® THROAT 8'-0" WOVEN WIRE FENCE � STORM ' DIS 1"x1"x6" ORANGE PLASTIC 4. SEE SILT FENCE DETAIL ON THIS SHEET SEWER STONE �\ Tr / MAX. O.C. POST (TYIP.) WEB FENCE (TYP.) (6 x 6 - 10/10 WWF) Z 2 FES SUBMISSION 5/20/16 AVL GRATE ' /� FILTER CLOTH 1st C 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL i •' ► _ i'y. S'�OP N Designed by Checked by �; (� . ! �' ..: •. �� CLOTH i'� SPACER F O =I MESH G Issued for Date STABILIZE ENTIRE PILE EMBED FILTER CLOTH Rq�E JUIy 10, 2015 2' x 4' WEIR o ^ MIN. 6" INTO GROUND • WITH VEGETATION OR COVER 2 Z C❑NSTRUCTI❑N SPECIFICATI❑NS W W WW W 1OR PE FROM ,TOE 4" DANDY BAG® W W W W W W W LESS OF SLOPE Not Approved for Construction SPECIFICATIONS 1, FILTER FABRIC SHALL HAVE AN EOS ❑F 40-85, W W W W W W W NOTE: W W G , ~ HI-FLOW DANDY BAG® (SAFETY ORANGE) 2. WOODEN FRAME SHALL BE CONSTRUCTED OF 2' x 4' CONSTRUCTION W W W W WW W W W W W W W W WW W WW WW W MAXIMUM DRAINAGE AREA GRADE LUMBER, W W W W , W W 4, W W W W W 1/2 ACRE / 100 LINEAR FEET _o Mechanical Properties Test Method Units MARV W W W W W W W W W W W W W W W 3, WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS PIECE 30 INCH W W W W W W W W W W W W W W WW o_ MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT, W W W W W W W W W W W W WW " Q Grab Tensile Strength ASTM D 4632 kN (lbs) 1.62 365 X 0.89 'zoo IT SHALL BE SHAPED AND SECURELY NAILED T❑ A 2' x 4' WEIR, 7(3) W W W W SECTION DETAIL Elevation EQUALLY WWWWWWyyWWWWWWyyyy yWWWWWWWWWWYWWWWVWWWWWWWW Grab Tensile Elongation ASTM D 4632 % 24 X 10 SPACED TIES (TYP.) W W W W __J Puncture Stren th kN lbs 0.40 90) 4. THE WEIR SHALL BE SECURELY NAILED TO 2' x 4' SPACERS cn Mullen Burst Stren th kPa si 3097 450 9 INCHES LONG SPACED N❑ M❑RE THAN 6 FEET APART, SILT FENCE DETAILS U Trapezoid Tear Strength kN Ibs 0.51 115 X 0.33 75 UV Resistance % 90 5, THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED N� s 9 Apparent Opening Size Mm (US std Sieve 0.425 (4o BY 2' x 4' ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE apo 2� - 1/min/m2 al min ft2 5907 145 INLET AND HELD IN PLACE BY SANDBAGS OR ALTERNATE WEIGHTS, Notes' 14.0 (3Q� STRAWBALES OR A� � Sec-' 2.1 5 SILTFENCE Drawing Number 4 MAXIMUM DRAINAGE AREA 1 ACRE 1. INSTALL TREE PROTECTION FENCE AT THE *Note: All Dandy Bags® can be ordered with our optional oil absorbent pillows DRIP LINE OF EXISTING TREES TO REMAIN. C° ° DD G1�1D�7 ° 0 NOTE: THE DANDY BAG® WILL BE MANUFACTURED IN THE U.S.A. FROM A N WOVEN MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: e Curb Drop Inlet Protection Tree Protection Fence 6/08 Soil Stockpiling Silt Fence / � � r'� .. DETAIL OF INLET SEDIMENT CONTROL DEVICE p g / "e� r o�'t,��; = N.T.S. N.T.S. Source: VHB LD 610 N.T.S. Source: N.T.S. Source: Town of Southold SW-01 '� .� It A d � Sheet of 14 21 Project Number a 29305.00 \\vhb\prof\Longls1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_DT.dwg O V .Q s CAMPBELL FOUNDRY FRAME FINISHED GRADE AND COVER NO. 1009 DIAMETER OR CIRCULAR INLET- SEE PLAN t A CONNECTOR SECTION 1 0 3 ADJUST TO GRADE ) WITH CONC. BRICKS t - - WITH MORTAR _ 5" (TYP.) 4 MIN.-12"MAX) { I = O PAVED AREA LANDSCAPED AREA \ 24" ( " SAWCUT EXISTING SEE APPLICABLE MANUF. IDENTIFICATIOI REINFORCED I3 EDGE PAVEMENT 2" BEYOND PAVEMENT SECTIONS CAST IN WALL Q _. TRENCH WHERE REQ'D FOR PAVEMENT \ SQ. OR DIA. INTERGRATED DUCTILE i O RESTORATION (TYP.) MASONRY SELF-SEALING BUTYL O.D. + 2' MAX �� IRON FRAM & GRATE I FRONT VIEW -----fi-- APPROX. LIMITS F RUBBER CASKET Engineering, Surveying & 24'" DIA. OF ENERGY 3 SEE OTE '- -_� 24"" PVC INLINE DRAIN DISSIPATIO R= 11 4'-0" STEEL REINFORCED Landscape Architecture, PC AS MANUFACTURED BY ----- BOWL OR AS SHOWN _ ° COPOLYMER 100 Motor Parkway °p o° �° ° 4+r oz _ __ _ POLYPROPYLENE NYOPLAST OR EQUAL N �/ L - Q PAVEMENT SUBGRADE N STEPS REQUIRED Suite 135 / �1 SOILS WITHIN 9" OF " o W 7" FOR STRUCTURES REDUCER 11 1 cn GREATER THAN 4' DEE Hauppauge, 12"" PVC PIPE TO BE AS REQUIRED PAVEMENT SUBGRADE M O�MMAXIMUM DENSITY / w NY 11788 CUT AS NECESSARY TO W i V) 631.787.3400 w BACKFILL ABOVE SPRINGLINE PER AASHTO T-99 z TO BE PLACED IN 12" LIFTS a ACHIEVE PROPOSED GRADE - ' • ' L11 o -- m •• - CONCRETE FORMED Plan SOILS IN EXCESS OFTOP VIEW 9" BELOW PAVEMENT w (S CL OF PIPE 0 �...-.- .. �•.. .APRON EDGE TO SUB-BASE COMPACTED ° (SLOPEPER FOOT 12" X 12" PVC TEE CAP END OF PIPE BE SET LEVEL TO 90% AASHTO T-99 MANHOLE TYPE "A" MONOLITHIC BASE OR AS REQUIRED WHERE REQUIRED IWITH FLARED END INVERT ELEVATION SPRINGLINE (TYP.) Notes: 7� I ( p BACKFILL PLACED IN 6"' ff LIFTS ON BOTH SIDES 1. MANHOLE RISER SECTION TO BE FURNISHED '`;i'; = ' ?=-t -<?; OF PIPE UP TO IN 1,2,3 OR 4' HEIGHTS AS REQUIRED. CONCRETE TOE FLARED END SECTION SPRINGLINE ELEVATION 2. ALL STRUCTURES SHALL BE DESIGNED FOR _"YL.•µ'`•---,`�-•M1^ ••$' ,\ ` .- HS-20 LOADING FOR THE COVER SLOPE 1:1 MAXIMUM i\\��\\%\\i�\\i 6" BEDDING (CLASS I,II OR III) CONDITIONS SHOWN ON THE PLANS. \�`\�`\�`\` WHERE UNSUITABLE MATERIAL SIDE VIEW �______ - - 4" MIN. STONE FOR PI E ENDS - I I FINISH IS ENCOUNTERED DURING / � ALL #5 BARS 6"c. TO c. MANHOLE PIPE MAXIMUM 6" COMPACTED SAND Ir ° GRADE EXCAVATION OF TRENCH / /- WITH EXTRA BAR SIZE SIZE ALLOWABLE & GRAVEL BEDDING PIPE DIAMETER,in(mm) _ �� / / 3" c. TO c. AT OPENING PIPE Diameter 12 15 18 24 30 36 v� 1• 4: %"LaN s a Notes: A \ / / , A DEFLECTION in(mm (300) (375) (450) (600) (750) (900) ��5XZ��,\ \ CLASS I, / r 36"' MAX. 30' A 6.5 6.5 7.5 7.5 7.5 7.5 \//\i ° , II, OR III COMPACTED BACKFILL MATERIAL REQUIRED IN ALL PIPE ZONES '\//�\ 8"MIN!!. , ,.:� 4' DIA. 30" MAX. in mm (165) (165) (191) (191) (191) (191) �\i�/\\� </ 75* �' PER SUFFOLK COUNTY DHS STANDARDS. \/ \ �� 24"" MAX. 75' B(max) 10.0 10.0 15.0 18.0 22.0 25.0 /i/moi /� in mm (254) (254) (381) (475) 559) (635) ENERGY DISSIPATION BOWL_-' \ \�ii�/ `>% IF DEPTH OF TRENCH EXCEEDS 5', THE CONTRACTOR MUST PROVIDE SHEETING AND \ / 48"" MAX. 10' H 6.5 6.5 6.5 6.5 (8.6 8.6 i`�i`,�i\ ;\iii/i%iFILTER FABRIC BRACING OR A SHEETING BOX IN ACCORDANCE WITH OSHA REGULATION AS AN \ \ \ 40' � \ / �. 42"" MAX. in(mm) (165) (165) (165) (165) (218) (218) COMPACTED SUBGRADE 6 CRUSHED STONE ALTERNATIVE, IF PERMITTED BY THE ENGINEER, THE TRENCH WALLS MAY BE CUT �� _� 5' DIA. 36" MAX. 65' BEDDING BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL, 30" MAX. L 25.0 25.0 32.0 36.0 58.0 58.0 in(mm) (635) (635) (813) (914) (1473) (1473) 75' 2" STONE SIZE WHICHEVER IS GREATER. W 29.0 29.0 35.0 45.0 63.0 63.0 Section A-A ( ) 54" MAX. 30' in(mm) (737) (737) (889) (1143) (1600) (1600) WHERE PIPE IS INSTALLED WITH LESS THAN 3' OF COVER, ALL BACKFILL MATERIAL I 6' DIA. 48" MAX. 50' THROUGH THE PIPE ZONE IS TO BE CLASS I MATERIAL. 42" MAX. 70' SLAB PLAN Area Drain Detail 7/12 Flared End Section Flared End Section (FES) with Stone Protection 5/12 Pipe Trench Storm Drainage Manhole N.T.S. Source: VHB REV LD_ N.T.S. Source: ADS 1-53 N.T.S. Source: VHB REV LD_134 N.T.S. Source: VHB REV N.T.S. Source: VHB Item: 102-MH STOPPER OR END PLUG SUITABLE COVER MUNICIPAL STANDARD HYDRANT Table Of Dimensions TO GRADE PUMPER CONNECTION BENDS B C D E F BENDS B C D E F TO FACE ROAD. 6"" 11 1/4' 8'" 15" 12'" 24" 12" 6" 45' 8" 30"" 12" 24"" 14"" FINISH 6" 22 1/2' - 19" - " 13" 6" 90' " 30" ~ " 27" GRADE 8" 11 1/4' 20" - 12"" 8" 45' 30" - •• 24"" SEWER PIPE FACE OF 8" 22 1/2' " 22" •- - 17" 8" 90' 38" - 36" CURBING 3' TYPICAL (SEE NOTE 2) 12" 11 1/4' 30" - - 15- 12" 45' " 40"" 40" FEBCO MODEL LF860 - 8" OR TO MUNICIPAL STANDARD 12- 22 1/2- ~ 35" 25" 12" 90' ~ 60" ~ 52" TEST COCK RPZ OR APPROVED EQUAL GATE VALVE WITH WITH NRS GATE VALVES ADJUSTABLE RISER, �� Bends 45' ELBOWS (TYP. of 4) BOX AND COVER ;� E FULL OPENING \% - 20' MINIMUM HATH LOCATED PAVEMENT o 1 �� 1 OVER SURFACE SHUTOFF VALVE B • • •a \%`� C D • :IF (TYP. OF 2) 1" CLEAR (MIN.) 5-6" MIN. 5-6" MIN. / y /f//. TO METER TO TOE OF i// /� ___/// VAULT SLOPE \i� /\ \ \` - _ FURNISH AND INSTALL METER //%/��/\/' ALTERNATE "A" VAULT AS PER STALL DT-201 /\�j` / �-UNDISTURBED - SOIL Plan Section 1-1 COMPACTED171 /,\/�/,�� SUITABLE COVER BACKFILL �!` STOPPER OR END PLUG Table Of Dimensions TO GRADE THRUST BLOCK - MIN. /� TEES G H I J TEES G H I J BEARING 9 S.F., DO /i 6'"x 6'"x 6"" 12'" 24" 24" 18'" 12"x 12""x 6" 12"" 24"" 24"' 18" 30" DRAIN MUST SCREENED LO\ NOT BLOCK DRAIN.- 30" i 6' DIA. PIPE � 8"x 8"x 6 ,• " " ~ 12"x 12"x 8" N •• " 24"' t 8" MIN. X\ \/ 8"x 8"x 8" 24" 12"x 12"x 12" 36" 36" /\\ TEE \� SEWER PIPE OUTLET SIDE Tees \ I LINE VALVEj\ \�20'(MIN.) RPZ VAULT \\j/\\ j\ j 2 • % 2 /\ ILS (BERM AREA) \,�\�\\ �\\ ` UNDISTURBED G j`� H �; J 30' ELBOW �EARTH OR •° \/; \ /\. INLET SIDE TO FACILITY MECHANICAL ° o o ° ° \\\ JOINT (TYP) o °°opp \COMPACTED / g° o o ° /EMBANKMENT /�� RELIEF VALVEr /,\ .\l ��\/,\\%\\�\� \i�� UNDISTURBED O -� ASSEMBLY CONCRETE 18"x18"x6" Plan Section 2-2 THRUST BLOCK CONCRETE BASE 60' WYE COMPACTED CRUSHED STONE METER VAULT NOTES SUBGRADE (MIN. 1/z C.Y.) Notes: ALTERNATE "B" 1. SEE SEPARATE WATER/SEWER DETAILS FOR Notes: 1. PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE SPECIFIC RPZ AND WATER MAIN DESIGN VALVES, AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR Notes: INFORMATION. 1. CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON TEES). PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE UNDISTURBED EARTH AS SHOWN. USE CLAMPS AND TIE RODS OR OTHER VALVES. 1. CLEANOUT(S) LOCATED IN TRAFFIC AREAS SHALL BE PROVIDED WITH TRAFFIC ACCEPTABLE METHOD OF JOINT RESTRAINT WHERE SOIL CONDITIONS BEARING FRAME AND COVER. PROHIBIT THE USE OF THRUST BLOCKS. 2. CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND 2. IN ALL VIEWS, ALTERNATE ""A" IS FOR BENDS AND ALTERNATE "B" IS FOR USE FITTING. 2. HYDRANT IN SIDEWALK AREAS TO BE LOCATED TO PROVIDE MINIMUM CLEAR WITH BUILDING EXTENSION/CONNECTION. SIDEWALK PASSAGE WIDTH OF 3 FEET AT HYDRANT. 3. CONCRETE SHALL BE 3000 PSI-TYPE I. RPZ & Meter Vault 12/14 Hydrant Construction 6/08 Concrete Thrust Block 10/10 Typical Cleanout N.T.S. Source: SCWA / FEBCO N.T.S. Source: VHB REV LD-250 N.T.S. Source: VHB LD-260 N.T.S. Source: SCDHS - Wastewater Management Figure 13 FULL PENETRATING PICK HOLE S ecificationS ( REQ'D 180' APART LETTERING 1, Concrete-5000 psi @ 28 Days ON PERIMETER) 1 3/4" HIGH 4 �'-,err.` m f',•,-:.,r," �° A �\ HEAVY DUTY, WATERTIGHT AND RAISED 1/4' 4-nAddn.#5 Sat 6E.S,Opgt'ypa LOCKING CAST IRON COVER TO 4•,'et:+C!2 sq- if I 2. Rebar-Welded Wire 1 A-615 Grade LOCATE 180' ~- - - zea Atsl,t. 5 rears 3. Welded Wire Mesh ASTM A-1064 The : A5=G?2 ag-!Hitt i yp _ . 4. Heritage GRADE (SEE DETAIL ON SHEET) -- S C APART ON �,.�� - ;Y* ,J�irtt Seal-r°Sq.Selt sealing fir= I `� PERIMETER , r •Y € q'� p BiAylRubberGasketEqual D C C L, li t BUILDING// ` i �^„ r "1� To F.F. EL. 8" SOLID PRECAST TOP r'"% ( Je -- I -I a fit , Cutc o ue rr� n� ft L SLAB 5. Design Load AASHTO NS 20 Loading Or g ;J JUN V 2U 15 L' r 515 work,n, ?rP s .. { Fi+ 300 PSF Pedestrian Loading i PROPOSED HEAVY DUTY, WATERTIGHT A ou:tet 5 2v°ntr u tnrct f 1 1 9 CLEAN OUT AND LOCKING CAST IRON A Gatto�s c agc'rs �.a j-_1 ;, I „ `., ( ;{ &. InternalGomponentsNotShownForCla6ty- CUtChO ue New York • -�- - COVERS TO GRADE MIN. 4" DIA. DR-18 PVC �`i a'x ! i _ See HydroAction Assembly Drawing For Details � � Southold Town ,. (SEE DETAIL) _ __.. -J i :..\- ,, � 1;=-� ; - � 7, Access Openings Brougt,tToGrade ByBrick 4r Town of Southold Planning Board 8" MIN. TRAFFIC PLAN �:^;�."..a. j \ �w: .- PIPE OR EQUIVALENT. / / _ :. r „ C.I.Covers(Not Shown) ° PITCHED MIN. 1 8" 1 '�_ �t "'{ '�'T' `" 70,Audit #1)Ra,s Precast Collars Popped with 3"Locking ° BEARING TOP SLAB - N :a= Co.tnuo,y Fart Slue .: "" Ut t�oenrr s + � � �� Vtrct'�edl+VircR4e•ch •�"• �_ �{ No. Revision Date Appvd. PROPOSED srH _ As C.'2 v INISHED GRADE j �� +x.,��"o.c.L ESE. � 8. Operation and Performance Of This Unit is a TO B E za• za• ZNON-SKID As=o sg-,nr,r HOUSE TRAP Lte'�ic'd W.re h.csh Zea Add t- 5 Han Solely The Responsibility Of y ro c ton n _'- INSTALLED IN zo• zo• F21' J COVER ESIGN Earth (ora Side E+x my Spaced Ta Slab 5 r- AON.'I h- MIN. < J \ Plan View n4 Everile'Sa s 6"Min to 3'Max For HS-20 9. Earth Filt: BASEMENT m A N 13 AR CIRCULAR RAISED Vert:cafly In Wall) 6"Minto 5'Max For Non c (NLCT -' RIB PATTERN Q FLOW ® ® ® IQQP] LINE OUTLET 11- Bar Cover=1-1(2."U.N O. ® ® ® ®®- __ aea t,runc;Lex;tTys.} 10. Water Table=3'Below Finished Grade o MACHINED m_ _.._._.______ _ '!w _ _ .� - O ,t As!C t7 sgaMe,Vlf ry,. 2 FEIS SUBMISSION � � - . _ -µ ® ® ® ®®® NON-ROCK � 4•t''tra�iw,r.rne5'� •.` ," > ^' i..ar-r Ir• "� tlamt'!n D 0/21/15 TOP OF RING PLAN SEATS -._�, i i�•r ____._ �• 1 EIS REVISIONS(SMP NOTES) 1 AVL ® ® ® ®®® t- Designed by Checked by co 2' CAST IRON PIPE �o `\ " .- A' - /4' _._._ _ s y� w sell _ _ 3 �t.c . o FROM BUILDING BAFFLE \ a''raiN. ® ® ® ®®® 27 _._f� ' r ___�-1-' - . 'd,t.It•?�trr �0 N WALL cotiAR 'B' = 26' - Inlck Pipe Issued for Date �-V \• NW _ _ 4't)rlte:r',e - -tu:LLewt .-r //r-,• �`J' Tve. 'G' - 1 3/8' P _.i t t -�,�*f , o S - ® ® ® ®®® o �� 1/8' CLEARANCE 'C' 25 3/4' i' PuhbwCnnneCtor(Typ.) `� + 'a, � I July 10 2015 �•,.- P 3 4"PVCCoaPlira. 7 l7a � `� } r_-, R r �; S 7"Dia opet1142. � b PFht PUNS -I BACKFILL TO BE CLEAN I"' '" ® ® ® ®®® _z Oa ttrwat! \ SAND (SP OR SM BY �, m REINFORCING RIBS ^~ lj0 t " y o� t: tt�T*ars?e Ft:s 5 _ . aea Litmg Lug(1 pe.J _ _. a� �G ° SECTION A-A 3.._ _.._ :_ :__ ® ® ® ®®® 'H' = 8• ° ,, �- 1 ', Not Approved for Construction -o ASTM STANDARDS) 'D' = 24' IESSti� i . . b. , , . -_�-- pp MIN. 4" DIA. DR-18 - ® ® ® ®®® weldIAwife%iesh � i_ PVC PIPE OR 21- _� - , r EQUIVALENT. PITCHED 1,500 GALLON SEPTIC TANK t... ® ® ® ®®® ( �,:terl.,��3tr, MIN. 1/4" / 1' 'E' - 32' - ` R 1� �i rh- � C' A L . �bbe`Pip� r«„ t�1! yt 1 {kr,31)3FiCi-•z1QQ0 I IiLnIIUG'Tti C:Ufi.I'. P.O.Box 575,Twomey Ave.,Calvertan NY 11933 GROUND WATER V �' - ' NOTES UNSUITABLE SOILS TO BE REMOVED AND #4 6'ocew. ALL DOMES AND COVERS TO MEET AASHTO H-20 PER PLANS REPLACED WITH CLEAN SAND FOR A Neenah 1559-2000 frame with a 1556 cover, or C'18 ac.lL�tra;` �.S7ection r � �. Project: J DIAMETER 6" GREATER THAN THE Campbell 1203 frame with a 1009 cover y�etQ�yy�teM£,ti LOADING REQUIREMENTS. �\ As 0.17 Tyr, Contractor: 2. SEE SEPARATE WATER/SEWER DETAILS FOR %\ LEACHING POOL DIAMETER (3' COLLAR) NOTES: 1. WHEN A WATERTIGHT COVER IS REQUIRED, (GerterInVValll 1�,�1' AND EXTENDING DOWN UNTIL A USE CAMPBELL FOUNDARY 1502 FRAME AND + '`� -- SPECIFIC SANITARY DESIGN INFORMATION. ,t��1 COVER ON AN ECCENTRIC MANHOLE CONE Wei h1s: ''�'-------'•~' Product: y 3. HYDRO ACTION SYSTEM MAY BE INSTALLED AS AN LEACHING POOL HYDRAULIC CONNECTION IS ESTABLISHED 9AN500-C Nitrogen Reduction Unit `r' ALTERNATE TO CONVENTIONAL SEPTIC TANK WITH A MINIMUM OF 6' OF SUITABLE SOIL SECTION WITH A AV24' DIA OPENING. 2. COVER TO BE HEAVY DUTY AND LOCKING Base Unit: 12,2501bs. L: PENDING APPROVAL BY ZONALSCDHDETAILED DESIGN "' "_.. '""" '""" Drawing Number INFORMATION TO BE PROVIDED ON SEPARATE CAST IRON TO GRADE. Roof Slab:4,100 IbS. Isometric\/leW _ scale �- date dwn,by dwg.no. HEALTH DEPARTMENT PLANS. None" � x!8)16 D.O.R� ^ 16-Q132 C14LM8 Sanitary Profile & Details 9/06 Standard Cast Iron MH Cover Detail 3/05 ts1 ° N.T.S. Source: VHB N.T.S. Source: VHB REV LD_N/A Notes: ��aV , '�•-� INSTALLATION OF HYDRO ACTION (OR APPROVED EQUAL) SYSTEM PENDING APPROVAL _7 AND COORDINATION WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. sheet of 15 21 4• h5 P"• 3 " Project Number a 29305.00 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Plonset\29305.00_LA.dwg O PLANT SCHEDULE "• s Landscape Notes Irrigation Notes Tree Protection DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME SIZE > AR 110 Acer rubrum 'October Glory' October Glory Maple 2 1/2 -3"CAL. 1. ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED AS SHOWN ON 8. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE REVIEWED BY 1. CONTRACTOR SHALL PROVIDE COMPLETE IRRIGATION SYSTEM 1. EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH LS 41 Liquidambar styraciflua American Sweet Gum 2 1/2 -3" CAL. THE PLANS FOR FIELD REVIEW AND APPROVAL BY THE LANDSCAPE LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE OWNER'S DESIGN AND INSTALLATION FOR PLANTINGS AND LAWN AREAS. TEMPORARY CONSTRUCTION FENCE. ERECT FENCE AT EDGE OF THE PC 63 Pyrus calleryana 'Chanticleer Chanticleer Pear 2 1/2 -3" CAL. A ARCHITECT PRIOR TO INSTALLATION. REPRESENTATIVE. DESIGN SHALL BE CERTIFIED BY A PROFESSIONAL LANDSCAPE TREE DRIPLINE PRIOR TO START OF CONSTRUCTION. QP 47 Quercus palustris Pin Oak 2 1/2-3" CAL. ARCHITECT, ENGINEER, OR CERTIFIED IRRIGATION DESIGNER. DESIGN QR 77 Quercus rubra Red Oak 2 1/2 -3"CAL. 2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL BELOW GRADE AND 9. ALL PLANT MATERIALS INSTALLED SHALL MEET THE SPECIFICATIONS OF PLANS SHALL BE SUBMITTED TO OWNER'S REPRESENTATIVE FOR 2. CONTRACTOR SHALL NOT OPERATE VEHICLES WITHIN THE TREE ABOVE GROUND UTILITIES AND NOTIFY OWNERS REPRESENTATIVE OF THE"AMERICAN STANDARDS FOR NURSERY STOCK" BY THE AMERICAN APPROVAL. PROTECTION AREA. CONTRACTOR SHALL NOT STORE VEHICLES OR EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME SIZE CONFLICTS. ASSOCIATION OF NURSERYMEN AND CONTRACT DOCUMENTS. MATERIALS, OR DISPOSE OF ANY WASTE MATERIALS, WITHIN THE IA1 21 Ilex opaca American Holly 6 -7' HT. 2. CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, AND TREE PROTECTION AREA. JV1 7 Juniperus virginiana Eastern Red Cedar 6-7' HT. 3. NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND 10. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR EQUIPMENT FOR THE COMPLETE INSTALLATION OF THE IRRIGATION ' PG1 8 Picea glauca White Spruce 6-7' HT. ; CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. FOLLOWING DATE OF FINAL ACCEPTANCE. SYSTEM. 3. DAMAGE TO EXISTING TREES CAUSED BY THE CONTRACTOR SHALL PR1 22 Pinus rigida Pitch Pine 6 -7' HT. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY BE REPAIRED BY A CERTIFIED ARBORIST AT THE CONTRACTOR'S CONFLICT. 11. UNLESS OTHERWISED NOTED, AREAS DESIGNATED"LOAM & SEED" 3. CONTRACTOR SHALL PROVIDE DRAWINGS, MATERIAL EXPENSE. FLOWERING TREES QTY BOTANICAL NAME COMMON NAME SIZE AND/OR DISTURBED AREAS NOT PLANTED SHALL RECEIVE MINIMUM 6" SPECIFICATIONS, SCHEMATICS, AND OTHER LITERATURE AS MAY BE Engineering, Surveying & 4. ALL PLANTING BACKFILL SOILS &TURF SOILS SHALL BE 2/3 EXCAVATED OF LOAM AND SPECIFIED SEED MIX. LAWNS OVER 2:1 SLOPE SHALL BE REQUIRED, FOR ALL CONDUIT, CONTROLS, TIMERS, VALVES, AM 25 Amelanchier canadensis HeritaShadge RiveSerr Birch 8 - 10' HT./Multi-Stem NATIVE SOILS AND 1/3 COMPOSTED LEAF MOLD, FULLY INCORPORATED. PROTECTED WITH EROSION CONTROL FABRIC. SPRINKLER HEADS, CONNECTORS, WIRING, RAIN GUAGE, RAIN BN 25 Betula nigra 'Heritage' Heritage River Birch 12 - 14' HT., Clump, B&B Landscape Architecture, PC Seeding Notes: CC 13 Cercis canadensis Eastern Redbud 2 1/2-3" CAL. 100 Motor Parkway SENSORS, SOIL MOISTURE SENSORS, AND ETC. TO THE OWNER'S PO 3 Prunus incisa 'Okame' Okame Cherry 2 1/2 -3"CAL. 5. A 3-INCH DEEP COARSE MULCH PER SPECIFICATION SHALL BE 12. ALL DISTURBED AREAS NOT OTHERWISE NOTED ON CONTRACT CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO INSTALLATION. 1. LAWN SEED MIX- UNLESS OTHERWISE NOTED,ALL DISTURBED LANDSCAPE AREAS NOT BEING Suite 135 INSTALLED UNDER ALL TREES AND SHRUBS, AND IN ALL PLANTING DOCUMENTS SHALL BE LOAM AND SEEDED OR MULCHED AS DIRECTED SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE BEDS, UNLESS OTHERWISE INDICATED ON THE PLANS, OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 4. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE GENERAL PLANTED WITHIN LIMIT OF IRRIGATION AND LIMIT OF LAWN, SHALL BE SEEDED WITH: BY OWNER'S REPRESENTATIVE; SUBMIT SAMPLE FOR APPROVAL. CONTRACTOR AND SUB CONTRACTORS. ARM 36 Azalea x Renee Michelle Renee Michelle Azalea 18-24" HT. Hauppauge, NY 11788 SS1000 AS PRODUCED BY: ARB 18 Azalea x'Rosebud' Rosebud Azalea 18 -24" HT. 13. THIS PLAN IS INTENDED FOR PLANTING PURPOSES. REFER TO SITE/ - 631.787.3400 6. ALL TREES SHALL BE BALLED AND BURLAPPED, UNLESS OTHERWISE CIVIL DRAWINGS FOR ALL OTHER SITE CONSTRUCTION INFORMATION. 5. (INSIDE BUILDING) BACKFLOW PREVENTER AND METER IS REQUIRED. CA 59 Clethra alnifolia 'Hummingbird' 'Hummingbird' Summersweet 2 -2 1/2' HT. NOTED IN THE DRAWINGS OR SPECIFICATION, OR APPROVED BY THE IT SHALL BE IN CONFORMANCE WITH STATE AND MUNICIPAL SEED SUPER STORE 33.27% BULLSEYE TURF TYPE TALL FESCUE FG 43 Fothergilla gardenii Dwarf Fothergilla/ 18-24" HT. OWNER'S REPRESENTATIVE. 14. ACTUAL LIMIT OF MEADOW MIX MAY VARY AS PER FIELD CONDITIONS. REQUIREMENTS. PO BOX 812 33.15% Cochise IV TURF TYPE TALL FESCUE ICC 54 Ilex crenata 'Compacta' Compact Japanese Holly 2-2 1/2' HT. BUFFALO, NY 14225 33.08% LS1200 TURF TYPE TALL FESCUE IC 60 Ilex crenata 'Convexa' Convex-leaved Japanese Holly 2-2 1/2' HT. 7. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS GRAPHICALLY 15. ACTUAL LIMIT OF LAWN MAY NOT COINCIDE WITH LIMIT OF IRRIGATION (OUTSIDE BUILDING) BACKFLOW PREVENTER AND METER IS 716-531-8788 00.50%INERT MATTER IG 144 Ilex glabra Inkberry 2 -2 1/2' HT. SHOWN ON THE PLAN. THIS NUMBER SHALL TAKE PRECEDENCE IN CASE AND MAY EXCEED TOTAL AREA(LIMIT) OF IRRIGATION. REQUIRED. IT SHALL BE IN CONFORMANCE WITH STATE AND www.seedsuperstore.com 00.00%WEED SEED IGC 32 Ilex glabra 'Compacta' Dwarf Inkberry 2 -2 1/2' HT. OF ANY DISCREPANCY BETWEEN QUANTITIES SHOWN ON THE PLANT MUNICIPAL REQUIREMENTS. LOCATE THIS EQUIPMENT IN A LOCKABLE SEEDING RATE: 8 LBS PER 1,000 SF IR 11 Ilex verticillata 'Red Sprite' Red Sprite Winterberry 18-24"SPD IM 34 Ilex x meserveae 'Blue Prince' Blue Prince Holly 2-2 1/2' HT. LIST AND ON THE PLAN. THE CONTRACTOR SHALL REPORT ANY 'HOT BOX'. OR, APPROVED EQUAL IT 195 Itea virginica 'Merlof Virginia Sweetspire 18-24" HT. DISCREPANCIES BETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLANT LIST AND PLANT LABELS PRIOR TO BIDDING. 6. (INSIDE BUILDING) IRRIGATION CONTROL PANEL, BACKFLJH 184 Juniperus horizontalis 'Bar Harbor' Bar Harbor Creeping Juniper 18-24"SPD OW KL 102 Kalmia latifolia Mountain Laurel 2 -2 1/2' HT. PREVENTER AND METER SHALL BE LOCATED IN THE BUILDING 2• MEADOW MIX SEED - SEEDING RATE OF 20 LBS PER ACRE OR 0.5 LBS PER 1000 SF. KLE 18 Kalmia latifolia 'Elf Elf Mountain Laurel 2 -2 1/2' HT. MECHANICAL ROOM. COORDINATE WITH THE GENERAL CONTRACTOR. LF 511 Leucothoe fontanesiana Drooping Leucothoe 15- 18"SPD. ERNST CONSERVATION SEEDS INC. 15 % LITTLE BLUESTEM, 'CAMPER' PF 16 Pieris floribunda Mountain Pieris 18-24" SPD (OUTSIDE BUILDING) IRRIGATION CONTROL PANEL SHALL BE LOCATED 8884 MERCER PIKE 15 % WEEPING LOVEGRASS PA 145 Potentilla fruticosa 'Abbotswood' Abbotswood Potentilla 18 -24" SPD IN A LOCKABLE CABINET DESIGNED TO HOUSE THE CONTROL PANEL. MIEADVILLE, PA 16335-9275 10 % BLACKEYED SUSAN RCA 35 Rhododendron carolinianum Carolina Rhododendron 2 -2 1/2' HT. 7. SITE CONTRACTOR SHALL PROVIDE 4" SCHEDULE 40 PVC SLEEVES 811.4-336-2404 10 % LANCELEAF COREOPSIS RV 37 Rhododendron viscosum Swamp Azalea 2 -2 1/2' HT. td8.0% PERENNIAL GAILLARDIA )BLANKETFLOWER RC 60 Rhododendron x'Cunningham's White' Cunningham's White Rhododendron 2 -2 1/2' HT. UNDER PAVEMENT TO PROVIDE ACCESS FOR IRRIGATION LINES TO w�ww.ernssee .com 7.0% BLUE GRAMA, 'BAD RIVER' RP 97 Rhododendron x'Olga Mezitt' Olga Mezitt PJM Rhododendron 2 -2 1/2' HT. ALL IRRIGATED AREAS. 7.0% SIDEOATS GRAMA, 'BUTTE' SP 349 Spiraea x bumalda 'Little Princess' Little Princess Spirea 15- 18" SPD. 8. TURF AREAS AND SHRUB/TREE BEDS SHALL BE IRRIGATED ON 7.0% BUTTERFLY MILKWEED, PA ECOTYPE TG 57 Taxus cuspidata 'Greenwave' Japanese Yew 18-24" SPD SEPARATE ZONES. 5.0% CORN POPPY/SHIRLEY MIX TH 38 Taxus x media 'Hatfieldii' Hatfield Yew 3 -4' HT. 5.0% POPPY, CORN, RED VD 7 Viburnum dentatum 'Arrowwood' Arrowwood Viburnum 2 1/2-3' HT. 3.0% HOARY SKULLCAP 3.0% PURPLE LOVEGRASS, FL ECOTYPE ANNUALS/PERENNIALS QTY BOTANICAL NAME COMMON NAME SIZE SPACING 3.0% HAIRAWN MUHLY, FL ECOTYPE HS 107 Hemerocallis hybrid 'Stella de Oro Stella de Oro Daylily 1 GAL. 18"o.c. 2.0% WHITE HEATH ASTER HR 213 Hemerocallis x'Ruby Returns' Ruby Returns Daylily 1 GAL. 18"o.c. OR,APPROVED EQUAL GRASSES QTY BOTANICAL NAME COMMON NAME SIZE SPACING FE 271 Festuca glauca 'Elijah Blue' Blue Fescue 1 GAL. 2' o.c. 3. CONTRACTOR SHALL SUBMIT SOURCE, SAMPLE, AND CERTIFIED SEED ANALYSIS FOR LANDSCAPE SS 197 Schizachyrium scoparium Little Bluestem Grass 1 GAL. 2' o.c. ARCHITECT APPROVAL PRIOR TO ORDERING. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE SPACING VM 520 Vinca minor Common Periwinkle flat 12"o.c. s n' RU I : s f t i ^ ' LIMIT OF • IRRIGATION LIMIT OF � /��] /T75 S MEADOW MIX �tU+' c•- ^' ! ...' r s .. 14 r\- UNITSUNITS UN 13 ......... ......._..,...-_._.......... .. ,_,_...... ....... ... .... .............. ._, MEADOW MIX--\. -- +6 i5 13 IT 12« UNITS 2 23 UNITS 22 21 . " •--' , UNITS 26 25 111 UNITS 30 29 UNITS 28 27 UNITS 2 19 U N?g I iI UNITS 38 35 UNITS+B 17 70 s . 3 UNITS 34 33 f S I ' �9 � 111111111 i 9 IIIIIIIII�? III11 F II G�rm _ 6 o �1 LIMIT OF IIIIIIIII � S� LIMIT OF LA 51oP T Q O s IRRIGATION ; z o i Q � MEADOW MIX 1 N © m 1.4 O ° tz " > LAI Gyms - O MEADOW MIX . ! ��GGk..WWW a YYW.--��8 ' „ , O � r\-MEADOW MIX '� � t O d ' IMIT OF I R TI N GRIFFIN i (D (D x� F t 5 9 LIMIT OF CLUBHOUSE 90 O Z MEADOW MIX 69 0 EN UNf7S 8 VNO \IA 8 { � ,' .. LIMIT LIMIT OF EN i w LAWN F IRRIGATION 5 66 68 .Q a, p1 p1 's UNIT387 LIMIT OF IRRIGATIONIr MEADOW MIX�7 �t t, ..,3: �� LIMITOF 0` • .. .. ,, 11N�551 .,st.'.,.,>�t,..Y,�.•.m;: x„'.• ... � �: IRRIGATION '( UNITS 47 8 UNITS 49 50 ��a....✓J+�� MEADOW MIX J . • ,4 MEADOW MIX- ?: 1`6 .. 0 0 :. \-MEADOWMIX- �4J,v MEADOW MIX--";I g'! ^F , F 6 The Heritage VV1 ��444►WW✓ 'L � ` � --, �� CutchO u JUN Q"3 2015 ti i� g e uNrt 102 UNIT 101 UNIT 100 UNIT 99 UNIT 98 UNIT 97 UNIT 96 UNIT 66 I Southold Tovan UNIT 95 UNIT 83 UNIT 92 UNIT 90 UNIT 87 UNIT 94 UNIT 91 UNIT 89 UNIT 88 UNIT 85 Cutchogue, New York Planning Board Town of Southold 0 aoLsNo. Revision Date Appvd. CJ "' II11111111 IIIIIIII LIMIT OF a`tiry LAWN J� V d LIMIT OF LAWN LIMITOF , IRRIGATION - : UNIT 104 UNIT 105 UNIT 110 UNIT 111 UNIT11E UNIT 118 UNIT 120 (8 O UNIT 103 UNIT 106 UNIT107 UNIT 109 UNIT 112 UNIT115 UNIT117 O 2 HIS SUBMISSION 5/20/16 AVL UNIT 108 UNIT 113 UNIT 119 N LIMIT OF UNIT++4 LIMIT OF MOW MIX 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL - -'.(, .. EAD N MEADOW MIX MEADOW MIX-•% r y Designed by Checked by MEADOW MIX � u ' " [J4�-NYS G N � � � BWLDING BUFFtSETBACK � �� p� ��s�4 t .� � Q � Issued for Date Np x July 10, 2015 0 , Cr Not Approved for Construction 0 q Q Q - - r I i , N i: Drawing Number i die N M 08C m i � LOS V �< m 80 0 80 160 4 Sheet of 616 SCALE IN FEET OP �,ya�� 21 I. > Project Number 0 co 29305.00 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00—LA.dwg O V s W { l R9 I Engineering, Surveying & 1 QR 3 LS Landscape Architecture, PC 100 Motor Parkway ldr lfFff •fr, rF{d Flrf '✓✓'f %JFJl,✓Ff r'!! ,'ff.: 'r Suite 135 3 AR ,,,;,, .'s R ?_ �""'f Jif/ffJJ!/Jf✓ffJJFJ,!F{fF. i„ , { JfF✓Jf Jfr J.'/-.•.r ,.Js” '',•✓'. {dFlJF r ,rJ"✓•f,`f/fFJ. ,r IJFJr''� l!lfff FF✓.^.•Jr'FJf{J.r, r/r r ,r,l, r' S-f AR Hauppauge, NY 11788 f Jf f, f f J f✓f Jf{l Ff,'ff'fFft `J/✓` '`r' �� da'.': , • '"°"' , i < .dfdf -- 631.787.3400 ✓Jfr' 31 f!f / J 50' BUFFER . w ` LIMIT OF32 r MEADOW MIX I f BUILDING SETBACK UNITS 24 23 UNITS 22 21 UNITS 28 27 UNITS 26 25 I UNITS 20 19 1 30 29 UNITS 36 35 UNITS 324 >31 ` Z VNO UNITS 344>33 L, / 0 a...,., < I r s l , , , 8 PC 8 PC 2 AR — "r f < •,r o, 5 AR ' 12 AR 20Jam' QP IIIIIIIII F F r L ,"� STOP , LIMIT OF � , ST � LIMIT OF LAW STo J , '' /• 3 LS PC 4t $ , _ y00 3 CC ' 3- 3 AM }.2 AR 3 BN 1 LS 14` 1 ARIdf `„ 11 f. MEADOW MIX 2 QR t� cr 1 AR � tp e\ \ z • Z i 1 AR / h ,, QR 1 3 AR �' h N r 3 AM r/ YC\ W '„ "� I`_� `t7 ' .,I / `,,..✓�\ J� l' 1 �I • j R 2 PC , , t j , AA 8Q is l' r 1 � ' ^ , -... r 3 LS10 PC g�` { " / LI T OF F, i I n� CLUBHOUSE ` •.. MEA IX r EN EN LSM UN/lg 6 f %F LIMI OF OFA, s 66 ,' M' �, cr , �•% _.` LA N fG ON ; f EN1 -�---'---� \' F 'd ` ME DOW MIX. 51 yz , . it �� . - r�t' ,�� ,�,� - � {; •� :QR � ��, , •f I i •�CQ�Sw € i41: 4 J UNITS 474 48 j UNITS 49 50 V 3 QP 1 Q M DOWQ i.' 3 P s. 0 i 3B 3Bl 1 QR 3 LS m`�o 1'' �"C'r4� } z " .�� ,. i°>`' •�,'°",`...;,-,, �. :- rt 1 QR .. .,...•" sr ..{ > �;' r 'C:''3, J1.;" Pti':t r.''...��. ,. 'i Ya.." "�.7 'y C-1 j.�' M( 7 z +� @ MEADOW MIX. R " vM • r F A w, xc w ,a 3', ° q i UNIT 1029QRJ UNIT 101 ;" �l UNIT 96 UNIT 95 I t UNIT 91 UNIT 100 UNIT 97 f UNIT 93 ! UNIT 92 UNIT 90 J o i UNIT 99 UNIT 98 € ' NIT 88 • I , o UNIT 94 < � ( UNIT 89 U I r� The Heritage a � � � . _ � g � � n I �� 3 201 ' + i I + + /., i .__-.. �� t � � A•, t" r} (» '^1�` i4 rte, : � f . � 4 I I II, Cutcho ue , Southold Town , a - _ _ 0 / ,�� _ '• ,, ». ,.._ �__.I'_. �..'�� tch York Plannin t3oard ,. . Town of Southold µ L IIIIIIIIII . . .. Ilii.11ll ' L' �,J Z ;y iA j No. Revision Date Appvd. I; is 11 AR 5 PC J 11 AR i 8QR 15 LS LIMIT OF LAWN fly _ r" ( `t • [ice .. -...... ...- 1 - - 1 2 FEIS SUBMISSION 5/20/16 AVL µ r. N / 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL N ?f ? UNIT 105 i ;;I pesignedby Checked by F UNIT 104 !; UNIT 110 UNIT 111 UNIT 103 , UNIT 106 UNIT 107 UINIT 109 I UNIT 112 g` UNIT 115 UNIT 116 UI W UNIT 108 I UNIT 113 ( Issued for Date n; MIT OF 1a m I \ 5 l — - UNIT 114 1U1 10, 2015 --�M E IVI IX I y '0 Not Approved for Construction MEADOW MIX--- V) 1 LS _ �� - .,._ _. BUILDING`'SETBACK \_ ^._ _ _a ytL NA _ .' , 1, ^t 4 . _ ft- -A - 1. AR Q V) BUFFER CD , < 3 QR 4 PR1 a n 00 Drawing Number N u7 N Lm2 ®�NID3C 1 { i f VA A IL I vi t m Sheet of T _ w 40 0 40 80 n 17 21 SCALE IN FEET NF-�a ° f C e s Project Number co 29305.00 \\vhb\proj\Long1sIand\29305.00 Heritage Cutchogue\cod\ld\Planset\29305.00-LA.dwg E 0 > ......... ....... J .......... 3 AR 1 QR 3 LSEngineering, Surveying & 3QR Landscape Architecture, PC . ... . . 100 Motor Parkway —50' BUFFER Suite 135 29 • 4 Z, LIMIT OF Hauppauge, NY 11788 75' BUIL Nk-'-S SETBACK AR 631.787.3400 R j UNIT 12,iii S16 UNIT 15 UNITS 14 13 M 0 lx� UNITS 22 21 UNITS 20< >19 141 rs 0 UNITS 18 17 9 5 PG1 6QR 2 AR V \ \ '1� ....... 12 AR �1F 1111111 Ilan >'�-21 IA1 3 AM 4 Z 313N Q� CA 4 PC QR 3 AM ubp, 3 CC 1 LS f 2 CC \ _, ZZ) 1 LS MEADOW MIXF. \15 V; 11;k 5 LS .ray, / \�. \ 3 AM 1 LS 'JIM RIT OF V-,— G ATI N V 6 PC C12 GRIF 1 QR ra 2 PC —7 8 Q 10 PC 5 CC-,�- 4 L 10 QR 65r UV1 Ix g 0 13 AR 11A L 01�1 75' B ILDING SET K G T�ION 6 I RRIG ON UNITS 7 68 nr% --------- 3 PO IIQRti PG1 LIMIT�F IRRIGATION MEADOW MIXT r 3 AR 1 QR QR 3 Q 1 Q -0 3 JV1 7 PR1J 4 JV1-J Z 1 QR R EADO MIX R 01, ...................... UNIT 86 UNIT 85 UNIT 90 UNIT 87 UNIT 89 UNIT 88 ------- 1A The Heritage a L :T 11 Cutchogue AR 3 201-S Southold-town z Cutchogue, New York I -2 4 1 Planning Board oLIMI 'OF Town of Southold 71. LAWN No. Revision Date Appvd. 15 LS 3 5 AM C (D n ........... L11VI1 N 11 "1,/ 2 FEIS SUBMISSION 5/20/16 AVL 1 IGAN —11s I DEIS REVISIONS(SMP NOTES) 10/21/15 AVL NDesigned by Checked by UNIT 118 UNIT i2o UNIT 116 3 QR—,,�, UNIT 115 UNIT 117 UNIT Jig Issued for Date 3AMcxZ 67 MIT OF EADOW MIX MEADOW MIX 3 C July 10, 2015 C Not Approved for Construction J 5 R 4 QR -4 2 BN i AR--\ > -C ----75-BUILDING SETBACK /--1 PR1 33 50 BUFFER 0 > 4�PR1 Drawing Number Oft �D 0 pt9080 N C14 in 40 0 40 80 0 Sheet Of 18 21 V7 V4 U) SCALE IN FEET Q) OF N Q) > Project Number 0 Cn 29305.00 \\vhb\prof\Longlsland\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LA.dwg E O V .Q s DD °D °° Engineering, Surveying & °° °° Landscape Architecture, PC 100 Motor Parkway ° Suite 135 ° ° ° Hauppauge, NY 11788 ° 631.787.3400 1 KL 4 LF Q 0 1 IC 7 LF 1 IG 4 SP 2 ISG __F_J 3 RP 2 RP � IC 2KL 3 ARM 3 SP 1 IC + 4 JH 5 RV 2 IC 3 IT 3 RC 1 IM 4 SP UR.1 L 1 RP 3 ARB 4 SP 3 TGF_J RP 1 RP 1 RV 2 KL 51T 1 VD DD DD ❑❑ ❑❑ DD DD Shrub Planting Scheme Al Shrub Planting Scheme A2 Shrub Planting Scheme A3 Shrub Planting Scheme A4 Units: 77, 78, 103, 104, 105, 106, Units: 79, 80, 83, 84, 89, 90, 95, Units: 81 , 82, 85, 86, 87, 88, 91 , Units: 107, 108, 111 , 1129 113 114, 109, 110, 115, 116, 119, 120 96597, 98, 101 , 102 92, 93, 94, 99, 100 117, 118, 121 , 122, 123, 124 .....-. -e......a.-.✓^ �e'tel .-..............-..w.m°......f Z ❑❑ ❑❑ DD DD ❑❑ ❑° no ❑❑ J ❑° °❑ ❑❑ °❑ DD DD Do 00 C 1 1 1 IG 1 RC 1 IG 1 RC 1 IG F 1 KL 1 IC 1 IC 3 LF 2 SP 3 LF 2 SP 3SP 3SP 3SP 5L 5L 3P 2KL :3 PA 2KL 3P 3SP 2 KL -2 KL 2 TG 5 IT 2 TG 5 IT 2 TG 1 MF 2 KLE 21 SID 1 TH " 1 M 2 KLE 2lsp 1 TH " x 1 TH 2 TG k x 6 IT 4 LF 2 IT 2 IT 6 SP 1 IR k 1 TH 6 PA 1 1M x X 4 SP 2 ICC 2 RIP 2 ICC 2 RP 2 ITT 3 IT 2S \_3 JH Shrub Planting Scheme B 1 a Shrub Planting Scheme B3b Shrub Planting Scheme B2 Shrub Planting Scheme B3 Units: 1 , 2, 5, 6, 9, 10, 11 , 12, 17, 18, Units: 3, 4, 7, 8, 13, 149 15, 16, 23, 249 Units: 37, 38, 39, 40 Units: 41 , 42, 43, 44, 45, 46, 19, 20, 21 , 22, 27, 289 29, 30 25, 269 31 , 32, 33, 34, 35, 36 59, 60, 61 , 62 N� .y SHRUBS BOTANICAL NAME COMMON NAME SIZE [.� °O °° ARM Azalea x Renee Michelle Renee Michelle Azalea 18-24" HT. T 1 1 e Heritage "(' °D DD O° °O N °° °° DD DD ARB Azalea x'Rosebud' Rosebud Azalea 18-24" HT. ff� °° D° CA Clethra alnifolia 'Hummingbird' 'Hummingbird' Summersweet 2 -2 1/2' HT. U r_.,__�....__._-- -..�••----1,,ll; FG Fothergilla gardenii Dwarf Fothergilla/ 18 -24" HT. l.I tC h 0 u e f��` ICC Ilex crenata 'Compacta' Compact Japanese Holly 2-2 1/2' HT. J t3 S N10 IC Ilex crenata 'Convexa' Convex-leaved Japanese Holly 2 -2 1/2' HT. CUtChOgUe, New York !-��`�oui+;mit!Town IG Ilex glabra Inkberry 2-2 1/2' HT. o IGC Ilex glabra 'Compacta' Dwarf Inkberry 2 -2 1/2' HT. TOWN of Southold Panning Board 1 IR Ilex verticillata 'Red Sprite' Red Sprite Winterberry 18 -24" SPD J IM Ilex x meserveae 'Blue Prince' Blue Prince Holly 2-2 1/2' HT. No. Revision Date appvd. IT [tea virginica 'Merlot' Virginia Sweetspire 18-24" HT. JH Juniperus horizontalis 'Bar Harbor' Bar Harbor Creeping Juniper 18-24"SPD 1 RC 1 IG KL Kalmia latifolia Mountain Laurel 2-2 1/2' HT. 1 IC J 2 LF 1 RC KLE Kalmia latifolia 'Elf' Elf Mountain Laurel 2-2 1/2' HT. 2 SP 1 RC 3 LF ;. LF Leucothoe fontanesiana Drooping Leucothoe 15- 18"SPD. 6 SP 3 PA PF Pieris floribunda Mountain Pieris 18 -24"SPD 4 3 LF PA Potentilla fruticosa 'Abbotswood' Abbotswood Potentilla 18 -24" SPD 2 FEIS SUBMISSION 5/20/16 AVL RCA Rhododendron carolinianum Carolina Rhododendron 2 -2 1/2' HT. 1 DEIS REVISIONS(SMP NOTES) 10/z1/15 Avg 3 LF RV Rhododendron viscosum Swamp Azalea 2 -2 1/2' HT. 3SP 3LF 3CA 2 PF Designed by Checked by 2 IG RC Rhododendron x'Cunningham's White' Cunningham's White Rhododendron 2 -2 1/2' HT. 3 LF 2 IG RP C"iRhododendron x'Olga Mezitt' Olga Mezitt PJM Rhododendron 2 -2 1/2' HT. 2 KL x o 2 IG 3SP 1 TH 1 IM 2 RP g Issued for Date cl 1 TH 1 IM 6 LF 1 TH SP Spiraea x bumalda 'Little Princess' Little Princess Spirea 15- 18 SPD. 6 IT TG Taxus cuspidata 'Greenwave' Japanese Yew 18-24" SPD July 10, 2015 6 LF 0 1 F 4LF 6 SP TH Taxus x media 'Hatfieldii' Hatfield Yew 3 -4' HT. ) 5LF VD Viburnum dentatum 'Arrowwood' Arrowwood Viburnum 2 1/2 -3' HT. 2 Icc 2 TG Not Approved for Construction 2 1GC 2 IC 2' ICC 3 LF 3 LF 2 LF 2 IG1C 2 LFJ \_2 LF 2 LF • 0 t tit V.Q Cn I ry a • co Shrub Planting Scheme B4 Shrub Planting Scheme B5 Shrub Planting Scheme B6 Drawing Number Units: 53, 54, 55, 56 69 Units: 57 58 78 79 66 N Units: 47, 48, 49, 50, 51 , 52, , N 63, 649 655 66, 67, 68 709 71 , 723 73, 74 0 �p4aDac A r svw �9 20 0 20 40 �' Sheet of SCALE IN FEET , 19 21 or IYE !n Project Number 29305.00 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LA.dwg E O V Z ,[ I g X Y. •r r' � fir• i t \ i Engineering, Surveying & ^r r ° Landscape Architecture, PC " J .,,^ 55 J _- J JJ r J II f('7- 1 =�-9 �� _ JJJ JJJ ,'�...�i 100 Motor Parkway JJ J I J J l J ••� \ .; '>o6)gf� � Q) Suite 135 06 Hauppauge, NY 11788 i f �� a \ if I' 63178 7.3400 �r. . . , Nlfr I 0 IIIIIIIII LAWN ' t _ - LAWN \J TOP LAWN • • JJ r^.1 � . ` , ' I r� LAWN + • °\ t611(rt�a ; 1 " — LAWN , )56 HS •• ;�11Ifj , !i �)Ilft�a j 1 F El FG \ I Ln f $.IG 00 z rm. •il j;}{4{x JLO f i L t ......•*µ ^" O S = • ....{..F.L. 9 _ F i EADOW MIX JJ J J t I}I �..f ° •� �°f,Pf r'^ , '�`��fj /'''�{1111`\\\ __,\ t ��j f ° MEADOW MIX ' , I LA �' / � • � -� " .,... LAWN l' :• �. °� t \' '! 1 AWN ' 80 FE I1 MEADOW IX } .. ® �` 59 FE r, ? } SAWN 53 HR Ir' AWN 7' ° _ r r LAWN l i kt J� 27 HR JJ° } _ J 59 FE r 28 SS 00 q\P} i 1f •~ t 28 FE 27 HR C'- 91-0 e_ } r 91-p AWN LAWN JJ JJ r I ' I 26 HR • j` Q� 6 1G 6,,IG ,, 28 FE • ` " f 13 fii 15�-IS , , \ ur. 1 2 � � ._.,. 5.FG ° 6 FG {� �J • ... , , J H• EADOW MIX .__ ....__._. WN LAWN '\ . . 214 VM___ 306 VM LLA P� it sLAWN - � \ \ , LAWN � J LAWN F 26 LF \ ° . . . . . . . 0 22 LF � ." 5 KLA` + + + + o. . . . . . . . .o KLEN • � �. i, �2 ICU 4 RC BIG 6 IG 4 RC �A t b ,,rrl,j,t> 'V 4 IT7 IG 0 IG 4 IT `•` 25 HR 12 HS r" \ TENNIS COURT , ' 0 L IT OF IRRIGATION EADOW MIX _ _ - CLUBHOUSE f { •.�� \ � i^ l•,r, -\\\\\III!//,i f LAWN LAWN J - ' LAWN EN ENS ,,,.y.,.,,, t. \ '°W,•y JJJ JJJ 6 RCA 21 SS LIMIT OF'IRRIGATION e,{, \;i'f' µ 2 IG LAWN = ,•^ z !° (TYP.) `O (/ spn ,` a., �� +-. ` t-�w".,".`-'^-.\. '' 157- T EN EN r -`E""-- M . + � + .`a „�, i^'. r^. �' \\\\\1111/,,,/ �\1i41iy,,/, //III\ 'i-// ,,< /1111 n\ _ / 11 CA J c r + + The Heritage C��IF I. 1In 1 I L q a t u ME DOW MIX \ _I i _ -C {w -1 } ~�� CutchO ue JUN 0 3 201� t g _. �� 10 RCA —1 t- _ I Southofd Town .� {{ [` `''•�} j�" i "'� j Cutchogue, New York Planning Board MEADOW MIX ` Town of Southold ( j ++ fiET ¢-'moi _ t t 1 .0 \ / + No. Revision Date Appvd. i/ `) { f LAW + • 12 CA 39 SS ,_ .! 1 s + + a _r .i .. + 15 H RCA + + + + + 2 FEIS SUBMISSION 5/20/16 AVL c i \ 15 H 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL t 12 RCA 9 IG Designed by Checked by CD 10 CA 16 SS N l..t Issued for Date O t 7 ` ;�. �- July 10, 2015 .1. LAWN • `""" w. ; r/ Not Approved for Construction r j- LAWN LIMIT OF IR ATION ff � N t }` t 'o p \ i^r-i^ _ ire„__-✓''/ \ 1• Drawing Number O Lm5 N S Y T 4 20 0 20 40 �, Sheet of -aa ~ - SCALE IN FEET o � 20 21 r� �P 1taE,�e+ U) Project Number 29305.00 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Plonset\29305.00_LA.dwg O v V, .O s Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 HARDWOOD STAKES HARDWOOD STAKES OR DEADMAN (TYP.) Notes: OR DIEADMAN TREE PIT 1. STAKING IS NOT REQUIRED FOR TREES UNDER 10" HIGH. TREE PIT ROOT BALL 2. PAINT TOP OF STAKES ORANGE ROOT BALL Y2 INCH DIAMETER BLACK GUY WIRE OR REFLECTIVE RED TAPE. REINFORCED RUBBER HOSE 4TRUNK GUY 'WIRE GUYWIRE — SEE GUYING SCHEDULE Plan PLANTING ROOT FLARE SHALL BE SET 2" TRANSITION SLOPE ABOVE THE ESTABLISHED FINISHED GRADE. Plan � NYLON TREE TIE WEBBING (LOOSELY TIED) 3"" PINE BARK MULCH, DO NOT < PLACE MULCH WITHIN 3" OF TRUNK. t TRUNK FLARE SHALL BE SET 2" <- ABOVE THE ESTABLISHED SLOPE TO FORM 3" HIGH SAUCER. FINISHED GRADE 3" BARK MULCH, DO NOT PLACE �' r�M� "� �� 3" y 2"X2" HARDWOOD STAKE OR DEADMAN MULCH WITHIN 3 OF TRUNK LOCATE TWO OF THE THREE GUYS ON THE UPHILL SIDE OF THE TREE. 2"X2" HARDWOOD STAKE OR DEADMAN (2 STAKES PER TREE) `'' .\\�y!�'��'�'�� gra 2'1 TIGHTEN AS SHOWN '� oS< PLANTING SLOPE TO FORM 3" HIGH SAUCER. q TRANSITION SLOPE s UNTIE AND CUT AWAY BURLAP 4 LOAM AND PLANT BACKFILL MIXTURE. IF SYNTHETIC WRAP IS USED, '��qX. �� SEED OR SOD REMOVE COMPLETELY. UNTIE AND CUT AWAY BURLAP DESIGN SLOPE \\�xSIT ROOT BALL ON EXISTING FROM 1 3 OF ROOT BALL MIN / (MIN); UNDISTURBED SOIL OR ON IF SYNTHETIC WRAP IS USED, COMPACTED SUBGRADE COMMON FILL �W! ,� REMOVE COMPLETELY PLANT BACKFILL MIXTURE � "`j�� SIT ROOT BALL ON airy SOIL HOLE — THREE ITHSLOPEDSIDES TIMES ROOTBALL DIAMETER ORI ON N 0 PACTEDRUBDG ADE �� ' ��'� �arg�� r Evergreen Tree Planting 6/08 Tree Planting on Slope 1/12 N.T.S. Source: VHB LD-604 N.T.S. Source: VHB LD-605 HARDWOOD STAKES Notes: OR DEADMAN (TYP.) HARDWOOD STAKES Notes: TREE PIT 1. STAKING IS NOT REQUIRED FOR OR DEADMAN (TYP.) TREES UNDER 3"" CALIPER. �TREE PIT 1. STAKING IS NOT REQUIRED FOR ROOT BALL TREES UNDER 12" HIGH. ROOT BALL GUY WIRE EXCAVATE SHRUB BED TO TOP OF ROOT BALL 1 INCH REQUIRED DEPTH AND BACKFILL ABOVE FINISH GRADE Plan TRUNK WITH SPECIFIED SOIL MIX. SOIL NYLON TREE TIE WEBBING Plan TRUNK MIX SHALL BE CONTINUOUS WITHIN EACH SHRUB BED. (LOOSELY TIED) NYLON TREE TIE WEBBING SLOPE TO FORM SAUCER. PAINT TOP 6" OF STAKES ORANGE (LOOSELY TIED) 3" PINE BARK MULCH DO NOT COVER OR REFLECTIVE RED TAPE PAINT TOP 6" OF STAKES ORANGE STEMS OR TRUNK 2""x2""x8' HARDWOOD STAKE OR REFLECTIVE RED TAPE (2 STAKES PER TREE) 2"x2"x8" HARDWOOD STAKE (PLACE WITHIN 6"" OF ROOT BALL) (2 STAKES PER TREE) (PLACE WITHIN 6" OF ROOT BALL) TREE SHALL BE SET PLUMB, - The Heritage AFTER SETTLEMENT TRUNK FLARE SHALL BE Cutch ue 117 3 2015 COMPLETELY EXPOSED, SET g Ura O TRUNK FLARE SHALL BE 2" ABOVE THE ESTABLISHED COMPLETELY EXPOSED, SET FINISHED GRADE J Cutchogue, New Yor 5outholtlTawn lanning Board 2"" ABOVE THE ESTABLISHED Q = z '%\//, //\`�/` Town of Southold FINISHED GRADE 3"" PINE BARK MULCH, m 0 3" MULCH CIRCLE DO NOT PLACE MULCHo o N �\\//\\j\ // \\,j��//�\ No. Revision Date Appvd. WITHIN 3"" OF TRUNK. o \!\\/\\ \\ /\\/\\<` DO NOT P LACEHMULCH PLANT BACKFILL MIXTURE. WITHIN 3" OF TRUNK SLOPE TO FORM 3" HIGH SAUCER. 3" C0 SLOPE TO FORM SIT ROOTBALL ON EXISTING r- 3" 31" HIGH SAUCER �' j\\\\ / /\\/�j,% UNDISTURBED SOIL OR ON 2 FEIS SUBMISSION 5/20/16 AVL COMPACTED SUBGRADE 71 PLANT BACKFILL MIXTURE. ';�\\\\ /\\j\\ 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL '�\��\j\\j\ j\\,/�\\�� HOLE UNTIE AND ROLL BACK BURLAP Designed by Checked by // /\�j\�j THREE TIMES ROOTBALL DIA. FROM 1/3 MIN OF ROOT BALL; WITH SLOPED SIDE) IF SYNTHETIC WRAP IS USED, Issued for Date N \\ \ \ \ /�\,// // �j\,�,\,/\,�\/\\/!\. REMOVE COMPLETELY. /\/\ / / , July 10, 2015 UNTIE AND CUT AWAY BURLAP oo %/� /i✓i,/�. i UNTIE AND CUT AWAY BURLAP \//\\\i/\\j\\/ �j\��\/��// FROM 1/3 OF ROOT BALL (MIN); FROM 1/3 OF ROOT BALL (MIN); ' // / \//\// IF SYNTHETIC WRAP IS USED, IF SYNTHETIC WRAP IS USED, REMOVE COMPLETELY HOLE — THREE TIMES ROOTBALL DIAMETER REMOVE COMPLETELY.00 Notes: Not Approved for Construction WITH SLOPED SIDES . SIT ROOT BALL ON EXISTING SIT ROOT BALL ON , 1. LOOSEN ROOTS AT THE OUTER UNDISTURBED SOIL OR ON EXISTING UNDISTURBED SOIL HOLE — THREE TIMES ROOTBALL DIAMETER COMPACTED SUBGRADE OR ON COMPACTED SUBGRADE EDGE OF ROOTBALL OF - I o WITH SLOPED SIDES CONTAINER GROWN SHRUBS. •. 0 Tree PlantingFor Trees Under 4" Caliper) 1/10 Multistem Tree Planting 6 08 Shrub Bed Planting h ) g / g 6/08 N.T.S. Source: VHB LD-602 N.T.S. Source: VHB LD 606 N.T.S. Source: VHB LD-601 co Drawing Number N N o �,I9Da� A i N � s VA L= 6 O ° n Sheet of T 21 21 ®r N��s'� Project Number a 29305.00 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_BOR.dwg O V t $ r Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 gtz w _ 631.787.3400 �:4ig rir BORING No. 313ORING No. fir . .� a � ,.. BORING N001BORING No. 2 -51 12/,7106 SUFTFIt[ [ Y 71aC ^��•ww• »*- °• DATS. 12 J 7/C& t�1►C.�" MEVA'no". � SPOC" rKA4 cum 217J46 �,f<v�ugrt °`� OF Wvtg GENERAL NOTES SFK)O/ / R IN rW er_cxn+s tag. a► safte GENERAL NOTES 0M &Wjw CG=V">" �FSR Btwpw� tKx ��+�►� +��W�t« NC3T� f pro. � � GENEM NOTM .� SILT':' TOPSOIL _...�........ EILTY TOPSOIL .. SANDY TOPSOIL .... . SILTY LOAM 1) WATER LE' LS SHOWN AT TEOSE _ - SILTY LOAM . . MEASURED ON' THE DATE INDICATED .. �. SILTX LOAM ._... .. - 14 AND s`1.4Y NOT 13E REFLECTIVE OF ... __ COARSE T�} FINE •BRpT,n�T SAND, . ..__ .,.._..,., ., . .,. .... SOME SILT. SdME GRAVEL (.SM) � ... .., ,•��' COARSE TO FINE' DROWN AND DAILY OR SEASONAL VARIATIONS 9 11 '� 21 7 COARSE TO FINE EROVN AND CpARS� Tt? FINE DROW�t AND 3E7 LIGHT BAOW')�' SAND AND, _.• LIGHT BROt SAND An, IN THE•.CROUNDWATEEt LEVEL, '1 '� _- COARSE TO FINE BROW SAN�7 .-.__. ...,., . .,... .... . .. .. .---16 12 '- ' ._•. .._ GRAvrL, OCCASIONAL LARGE AL LARGE � ... ., . _. AM GRAVEL ($W) � 'LIGHT BROWN SAND ANI? r• GRAVED OGCASxON ' 2) THE BORING RESULTS .,, 1.4 14 GRAVEL (SW) � „ ,.__,,. . _., � ) GRAVEL (914) ._ 24 22 GRAVEL Sw REPRESENT SUR-SURFLCE 6 7. _� ` 15 CONDITIONS AT TRE BORIVO 2 1.6 26 s )u4 LOCA,71ONS ONLY AND ARE VOT COARSE TO FINE BROWS }� _ .. LIGHT BROWN SAND PYV NECESSARILY ltET+RESE4�TATI'�E ._.. � _ .. .... ...._ ; - . _--- --- - - - - COARSE TO FINE BROWN AI13 GRAVEL (5w) OF CONDITIONS AT OTHER -- -. _._._,. .. .... _- . LTGttT BROWN SAND AND cxA��, st,7 ' t� . .... 1- O _.... 'f _ . .._.. . 14 12 .._.. 1i 1i.._... , _ r10 12 I0 � 12 14 10 _.. . _ ..1 _ orf 17 '7" 20 20 20 �i 12" IO 11 10 12 ---- ..15 15 .._. .. HO WATER B11COUNTEIED. ....., ...., , . _._.._ 14 __ - 17" 12 25 12 17 —6 12 �. .. 25 W/L 25 7 . ... 1.2. ......._. .��. G Z5 '0'iI w- CNN 2 x4 8 10 ' END OF BOIZIN : -' END OF BORING: 25'0io BORING. N " lime Aw 130RMG No. BORINGN o 1 � irilY...,...•re�ww+�tiW�«rP=. ��o.•weu��w iwvv '>.� �4/ S I�U aA - 1217106 � e ova nary 1215/06 s w-mm eve oA �> +; n ace 215 05 rn °`" GENERAL NOM o� .�. NOTES hq FM 9..ew" +61 ER . �5 shppwrr r It�c +a WOO" eAfAF%& � v tyr �N9 a. OPS*3IL NATES STLTY TOPSOIL _ ., .._. . TOPSOIL ..... ...... OTSOIL ...... _ TY 'LDA14f STLTY LOAM 1 SILTY LOAD, 'TRACE GRAUSH 22 SILTY LOAM ..,.. ,..........._.._ ... , SIL _., __ ..... __. .._.. .... BROWN SILT (SM)' n L� � S 15 7 The Heritage , .i .._.� M. J Z,9 _ , COARSE TO PINE BR,OW'N A�rD __ _.�� 4 _. ! JUN 0 3 20i� 3 6 ,_...,,,.. S ..,.. 20- GOARS'E 'TO FINE BROWN AN�7 _ .... �� LZGT�T BRO�j3Iv SAND Ar�p ....r. _ ..,.. .�.r.• COARSE TO FINE DROIT-AND Cutchogue f • '' EL OCCASIONAL L D --'-----• COARSE TO FINE BROWTI SAND r J. BROW SAND An s 5 ... . . - _ ANDGRAVEL OCCASIONAL .., _.__. . .._ GRAVEL. OCCASIONAL -,.._..... GRAVEL (Skl) GRAVELD{SW SAND a Panning Townrd LARGE GRAVEL 5P15W) 5 9 LARGE GRAVEL SW w,l•,2 _. ICY - , ,..r•,. `12 - .. ..._�,.4 .. Cutchogue, New York Planning Board 12 15 A ( ._.. .,__. ._ . . ._ COARSE .To.-FIVE BROWN AND 17Town of Southold 17 L E TO TINE BROWN- 2 `� 1� .., .. .. GkIT BRGWN SANT} LIGHT BROWN SAND Ar? PPCOARSE TO .FINF 'BR.OWN A.3�1D AVEL, THIN LATER GRJA.4EL (SU) No. Revision Date A vd. LZCH3 BROWN SAND ANb T (SP/SMS ....... . .... - U _,. GRAVEL (SV) ._..._. -....._ .. _,.. r" _ '��} r. ......,........_... . . . 10 ri _..... ... COARSE' TO FINE BROWN -- 14 I5 i$ 15 rr AND LIORT BROWN Skim AXD 10 12 9 •_• '....' S.- �� 'G 2 FEIS SUBMISSION 5/20/16 AVL 20 16 3 _.,.. .,• w .., _. —. 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL ...._ «.. . .._ .. Designed by Checked by ., :± ...,..... .. ^.. �... . ... .... Issued for Date 0 1 w 15 . ..,...IS _ 15.., I5 •- _ _ ...,. July 10, 2015 N 16 14 _ ... .._. Not Approved for Construction 20 o . • .. 20 20 ....... . _. 2� _ _ . . •. . ._... .... _. • ' ° 15 14 I2 12 14� 12 12 z 15 ` I# .,_,. __..... ... ... .... .. ••.... r.w .1 CL Ln 12 .�, . , -.... . 3.5 .... 12 �� _ 1 Drawing Number 25 moi] N .. m...._ .. _..... � END OF BORING: 25 � - • . 25 ENSU OF BORING: �25'0,1 N � }0 r END OF BORx�1G: 25`0" END OT`•BDi1TNG: 2510" AM rook o e N T 0 Sheet of 0 1 1 General Notes 1. SOIL BORINGS PERFORMED BY SLACKE TEST BORING, INC. ON DECEMBER 5, 2006. > 2. SEE UTIUTY PLANS BY VHB FOR BORING LOCATIONS. Project Number 29305.00 P:\29305.00 Heritage Cutchogue\cad\Id\Plonset\29305.00—SMP — REV.dwg O V s s <I BUYER AREA TO REMAIN } NA AROUND SITE (SEE GRADING PLAN FOR LINITIS OP NA AREA Engineering, Surveying & Landscape Architecture, PC _ — -- 100 Motor Parkway Suite 135 r i Hauppauge, NY 11788 30 27 _ 30 29 631.787.3400 29� l - 29 31 I .,..W_ ...,a._::.. _....... _ 30 — 31 -31- - 1 29 � 30 32 30 �32 3t 29 30 32- /—� 30 } — 2 `l, 16 B B B 12 71 dy e s \ 7ti 30 29 28 B g8 g B e B 18 17 10 2g �6 35 B B B e B 9 S •y'L � � e B B' S 3B g B3 9 31 f / s \ 1 32 31 J }2 30 31 29- _--32 9 32 3 28 Q) ^i ? 27 31 33 N 26 33 u 35 •S�/ 32 N N o N _ 32 32 N II � D 28 DRAINAGE �m N RESERVE 31 \ am DRAINAGE �Q }2 AREA 3j °`' 32� RESERVE 34 3, �2 AREA a 32 }o ti '�°' � M 26 30 �o ,� �•� ��B �O ~'ry tee' m 2 31 30 d I 6 yin 34 1 1 EN \ M o CLUBHOUSE P E1 1P 0 29 n to h� M 6,190SORY ?g 6g GFA / ^ o 3, 31 30 EN FFE.31.45 EN B$ � 29 69 s > ' . EN EN _ 31 677 31 P s O e 36 o a 30 35 31 3j � 3" }} EP C C G B 30 31 }0 35 32 -- -- �30 30 3t 32 £ 32 33 ry P 31 31 PHASE 4 30 A7 32 I\ 30 BUFFER AREA TO REMAIN }2 S1 29 �9 32 32 NA AROUND SITE I I 33 y� 34 30 }4 34 " (SEE GING PLAN FOR 34 3a 1k 33 3p 30 � ^ry•5 ; $a «1... � � LIlI�ITS OP NA 102 � �'� I e 101 n 96 95 92 AV A 65 A 'A 99 A A A A 94 A A A 89 88 A A � 32 n 33 } \ M N' }1 33 Q1 34 �k �`� }} 30 30 � }0 31 32 33 }4 34 ® L J a M 32 33 34 33 33 32 30 31 34 34 1 33 31 29 33 �1 p i ^hi I 103 'A �� 1A 106 107 10A8 e 11t 11A2 N 11A3 a 114 A€ to e 119 'U9 "° A 115 "' 118 120 DRAINAGE 31 z9 �S A B A M, ,o ti9 RESERVE 31 } 33 AREA N N N I ?g t 34 rn 32 34 Sti n 33 33 33 30 29 30 Jp� 31 32 29 34 "' 26 2g� � 32 29 30 31 32 33 32 37 32 -- 33 L 34 Jj 1 1 { I E £ q The Heritage ° } I � €� Cutchogue I �u J1JIN o zo,5 I � . Cutc ogue, New York Southold Town } � Town of Southold Planning oar No. Revision Date Appvd. General Soil Management Notes Soil Handling/Testing Notes Q 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 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 SITE SHALL BE DONE AT THE DIRECTION OF THE PROJECT ENGINEER AND ENVIRONMENTAL REPRESENTATIVE. CONSULTANT. 2 FEIS SUBMISSION 5/20/16 AVL 2. THE CONTRACTOR SHALL STRIP THE TOP 12—INCHES OF TOPSOIL MATERIAL AND STOCKPILE Q 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 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL PROJECT STORM WATER POLLU11ON PREVENTION PLAN RELATED TO MANAGEMENT OF STORM ENGINEER). Designed by Checked by WATER AND EROSION AND SEDIMENT CONTROL DURING CONSTRUCTION. 0 3. TOPSOIL SHALL ONLY BE STRIPPED IN THE RESPECTIVE PROJECT PHASE AREA OR AS 0 3. CONTRACTOR TO REFER TO SEPARATE SOIL BORING PLAN AND SITE PLANS FOR ADDITIONAL DIRECTED BY THE PROJECT ENGINEER. CARE SHALL BE TAKEN TO PROTECT AND TO NOT Issued for Date DESIGN INFORMATION. DISTURB AREAS THAT ARE TO BE LEFT IN NATURAL CONDITION. July 10, 2015 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 CONSULTANT TO DETERMINE LEVELS OF ARSENIC. STOCKPILES THAT CONTAIN LEVELS ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS TO ENSURE BELOW 13 MG/KG MAY BE UTILIZED AS TOPSOIL FOR FINAL GRADING AND LANDSCAPING. o STRUCTURAL INTEGRITY. SHOULD THE STOCKPILE BE ABOVE 13 MG/KG, THE CONTRACTOR SHALL MIX IN CLEAN Not Approved for Construction 5. FILL MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH GEOTECHNICAL ENGINEER'S SAND AS DIRECTED BY THE ENVIRONMENTAL CONSULTANT IN ORDER TO REDUCE THE a RECOMMENDATIONS. LEVELS OF ARSENIC BELOW STANDARDS. ONCE LEVELS ARE BELOW THE REQUIRED 13 a MG/KG, THE CONTRACTOR MAY PLACE AS TOPSOIL. • . • 6. ANY MIXING OF IMPACTED SOIL REQUIRED SHALL BE DONE IN ACCORDANCE WITH DIRECTION 6 5. THE CONTRACTOR MAY PLACE UP TO 18—INCHES OF TOPSOIL IN LANDSCAPED AREAS AS c OF ENVIRONMENTAL CONSULTANT. I t NECESSARY TO MAINTAIN ALL TOPSOIL ON SITE. SEE LANDSCAPE PLAN FOR DETAILS ON 0NIP • ; 7. CONTRACTOR TO UTILIZE NON—IMPACTED SAND AND LOAM MATERIALS FOR STRUCTURAL FILL TOPSOIL REQUIREMENTS. 4 o AND TOPSOIL RESPECTIVELY. 6. THE CONTRACTOR SHALL TAKE CARE TO PREVENT IMPACTED MATERIALS FROM AFFECTING Q 8. NO TOPSOIL OR LOAM MATERIAL SHALL BE PLACED BENEATH DRAINAGE RESERVE AREAS OR WORKERS AND NEIGHBORS DURING CONSTRUCTION OPERATIONS. IT IS THE CONTRACTOR'S Q AT THE BASE OF DRYWELLS AND SANITARY SYSTEMS. RESPONSIBILITY TO PREVENT DUST AND SEDIMENT FROM LEAVING THE SITE THROUGHOUT THE DURATION OF CONSTRUCTION. n 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 r> TO THE CONSTRUCTION OF THE DRAINAGE RESERVE AREAS. Drawing Number N STOCKPILES AND AREAS OF EXPOSED IMPACTED SOIL AS NECESSARY TO PREVENT DUST. co 8. ANY IMPACTED SOIL THAT IS TO BE STOCK PILED FOR A MINIMUM 48 HOURS SHALL BE AV& M EMNL r` COVERED WITH PLASTIC. a 0 9. ANY VARIATIONS ENCOUNTERED IN THE FIELD BY THE CONTRACTOR WITH RESPECT TO THISg " tts.�a.Iy SMP SHALL BE DISCLOSED TO THE OWNER AND THEIR ENVIRONMENTAL CONSULTANT o� IMMEDIATELY. 10. ANY MIXING OF IMPACTED SOIL WITH CLEAN MATERIAL SHALL TAKE PLACE A MINIMUM OF ({ � � sheet of t yA 150 FEET FROM THE PROPERTY BOUNDARIES. •' '`3 11. IT IS RECOMMENDED THAT WHEN HANDLING IMPACTED MATERIAL, CONSTRUCTION PERSONNEL BE PROVIDED WITH A FACE COVER TO MINIMIZE CONTACT WITH THE IMPACTED MATERIAL. js �r°� t�Y , 60 0 60 120 Project Number Cn SCALE IN FEET 29305.00 P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_Open Space.dwg O V tt j Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 i i t t AREA AROUND SITE TO REMAIN NATURAL ±284,076 SF (6.52 AC.) 1000-102-1-9.2 NOW/FORMERLY OF 1000-102-1-5.2 ; BARBARA GRATTAN _. , NOW/FORMERLY OF 427 OSTRANDER AVENUE ROSES VINYARD, LLC RIVERHEAD, NY 11901 1901.44' (DEED) PO BOX 914 1904CUTCHOGUE, NY 11935 (ACTUAL) ___...-.. _ _.. ......._. ..._.._....._., .80' ...__,...... e i S38'30'50"E (DEED) OONzaNNOQdQL- - -- _,.! ....~...a :,�,`. �'-"_(t.�. �_..,..•_�Z.�o.....r '.i.•.. 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T6®. h�e"�d Heritage er• age a r �e � N36'54'20"W 2009.51' (DEED) 2009.22 (ACTUAL) JUN 0 3 2^0n1CutCh gue Southold TownCutchogue► New York Planning Board —102 1000-102-8-30 1000-102-8-26 1000 1000-102-8-23 1000-102-8-24 1000-102-8-25 — NOW/FORMERLY OF Town of Southold 1000-102-8-27 NOW/FORMERLY OF NOW/FORMERLY OF1000-1o2-s-22 NOW/FORMERLY OF ZORA SORMELEYNOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF WILLIAM_.&_VIVIAN VELEZ LINDA COOKNOW/FORMERLYOF WADE HUBSCHMIT NOW FORMERLY OFPATRICK:"& LESLIE CASEY 209-50 28H AVENUE No. Revision A- ppv.:d Date 31 MARTHA .DAVID & DONNA COOK 850 HIGHLAND ROAD JENNIFER & THOMAS FOSTER 2890 HIGHLAND ROAD 31MARTHA STREET CYNTHIA LAKE CUTCHOGUE, NY 11935 CUTCHOGUE, NY 119353050 HIGHLAND ROAD BAYSIDE, NY 11360STREETPO BOX 1035 FREEPORT, NY 11520 2270 HIGHLAND ROAD1935 FREEPORT, NY 11520CUTCHOGUE, NY 11935 CUTCHOGUE, NY; 1 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 119315 CT a 2 FEIS SUBMISSION 5/20/16 AVL 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL O Designed by Checked by O Issued for Date July 10, 2015 Open Space Site Data Not Approved for Construction o TOTAL SITE AREA 2,003,582 SF OPEN SPACE REQUIRED: 50% OF TOTAL SITE .50 x 2,003,582 SF = 1,001,791 SF OPEN SPACE PROVIDED (HATCHED AREA): 625,472 SF + 78,360 SF + 67,739 SF + 231,703 SF 1,003,274 50% 00 Q Drawing Number ff 80 0 80 160 SCALE IN FEET 1! 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Not Approved for Construction 0 __ - - __ __ - - . 1, . I . , . I ," . - . . I . - :, -I, r� ,7' - . . I I I . I or - �� . I i'' . . , . , . . . . ; d - . 6 i .� . � III , 1 l� . o , '�': , . . . - .,i& . - III ; . ;, . . ., I &; . 1 '. . �, . : III, . & . .e . . . . '' . . . . r " . I , . I I I I ! I . I � . 11 I I I .� 11 7F1 1 . ; i . , I I , e 11 'do-I Cq ID A, . , 1- � I - - I .. I . - . 11-1_� I= � . I. I I� � I � , � .I A 9 . I i >� I I if,.v,-.k,�� 1 i 0 Lighting Notes: looddiddl looddiddIl w v r �2 Exterior Lighting Requirements: - � I ,� I �1� I � - 4 1 I Overall Luminaire Schedule __ � , I � I -� .. r - I i U_ 1....I� lo..Io� I �I -0 Symbol Qty Label Arrangement Lumens/ Lamp Total Lumens LLF Watts Total Watts Description 1. THE MAXIMUM ILLUMINANCE AT THE PROPERTY LINE OF A PARCEL THAT ADJOINS A RESIDENTIAL PARCEL OR 1. LIGHTS TO BE PROVIDED AS SHOWN OR APPROVED EQUAL. IF CONTRACTOR 1. - _: � - . .r � I . - � & A PUBLIC RIGHT OF WAY MAY NOT EXCEED 5 FOOTCANDLE. THE MAXIMUM ILLUMINANCE AT THE PROPERTY LINE PROPOSES DIFFERENT SITE LIGHTING THEY ARE REQUIRED TO PROVIDE 1; I � 11� &_ . � I � ZI-4-C 8 BACK-BACK 5068 81088 0.750 124 992 ASL-8L-3K-210-2 SIDENTIAL PROPERTIES IS 0.1 FOOTCANDLE. PHOTOMETRICS BY MANUFACTURER WHICH DEMONSTRATES THAT IT MEETS THE W ': , I I � & . r - � - I— i 0 ASL-8L-3K-210-2 I i 2_ I" 31 ASL-8L-3K-210-2 SINGLE 5068 157108 1922 ASL-8L-3K-210-2 REQUIREMENTS OF THIS PHOTOMETRIC PLAN AND THE TOWN OF SOUTHOLD. I � �I - � � .� - I : I - I � � - - I I �. 1. I � � � I .� I - 1 z W_U DLE PROVIDED IS 0 AT PROPERTY LINE. 4 . � ... I I� - 1 � . 3 < I= 130 SWS-2-LED-WW-UE SINGLE 1322 171860 0.750 14 1820 SWS-2-LED-C E 2. MOUNTING HEIGHTS SHOWN ARE FROM GRADE OF THE SURROUNDING AREA. � - � I I � I . � I > I I . . 1....� � � . - � . � i __J I 0 1 248 1 HL-901-FL I SINGLE 1 200 1 0.750 1 3 1 744 1 HL-901-FL 2. FOR PROPOSALS IN RESIDENTIAL AND LIMITED BUSINESS DISTRICTS THE MAXIMUM NUMBER OF LUMENS IS 10,000 - - �� . 1� � I : I . _� - - I i - LUMENS PER ACRE. 3. ALL LIGHTING SHALL BE SHIELDED TO PREVENT SPILLAGE ON ALL RESIDENTIAL I & I D z . � � . � � 4 1 Cf) * Maximum Required Lumens = 459,959 1 *459,656 Total J USES SURROUNDING THE SUBJECT PROPERTY AND MEET THE TOWN'S L . .. I I . I � . U - OVERALL PARCEL IS 45.99 ACRES x 10,000 SF PER ACRE = 459,959 MAXIMUM LUMENS REQUIRED. REQUIREMENTS FOR DARK SKY COMPLIANCE. U I - Drawing Number -1-1- ,,,-.&- J :�E - TOTAL LUMENS PROVIDED = 459,656 0- Footcandles calculated using predicted lumen values after 50K hours of operation 4. SEE ARCHITECTURAL PLANS FOR INFORMATION RELATED TO BUILDING MOUNTED Fooddil r- 0 Label Avg Max Min Avg/Min Max/Min 3. IN NO INSTANCE MAY ANY LIGHT SURFACE, AS INSTALLED, EXCEED FIVE FOOTCANDLES, AS MEASURED LIGHTING FOR THE BUILDING ENTRIES. _!� 6� HORIZONTALLY OR VERTICALLY BY A LIGHT METER. U-) Property Line 0 0.1 N.A. N.A. 5. CONTRACTOR SHALL COORDINATE WIRING OF LIGHTS PRIOR TO INSTALLATION. �� C�i Property Spill 0 0.0 N.A. N.A. - MAXIMUM LIGHT LEVELS PROVIDED DO NOT EXCEED FIVE FOOTCANDLES CARE MUST BE TAKEN TO NOT INTERFERE WITH OTHER UTILITY LINES. PULL . L19 1 �2 Site Lighting 0.16 5.0 N.A. N.A. BOXES TO BE INSTALLED AS NECESSARY TO ROUTE CABLE. 0 1 4. THE LIGHT SOURCE SHALL NOT EXCEED 3,000 KELVIN. cli 6. CONTRACTOR TO COORDINATE ALL CABLE/CONDUIT SIZES WITH ELECTRICAL 6 - ALL PROVIDED LIGHT SOURCES DO NOT EXCEED 3,000 KELVIN ENGINEER AS WELL AS MANUFACTURER REQUIREMENTS. Sheet of C14 Fixture Mounting Height: >1 0 5. STREETILIGHTS ALONG RESIDENTIAL STREETS SHALL NOT EXCEED SEVENTY-FIVE WATT HIGH-PRESSURE SODIUM :5 Pole Mounted (Back-Back): 8, 18' AFG (16' Pole + 2.5' Base) 7. ALL ELECTRICAL FACILITIES SHALL MEET STANDARDS OF NATIONAL ELECTRIC 1 3 " (HIPS) LIGHT NTH LUMEN OUTPUT OF 6,400. PPLICABLE REQUIREMENTS. ______�- 1__. , �_ , . , o�. , 4�1 �111 I�Olo I - ::i, ^7 71 I'll -7,-1 7 I 7111r I � 11 - "n, - �..Aoi o" r"I""I .1 I A"-.t ) I 11 "I \ � V[ k \ I r. ,:� ` , , - 11 11 . >� 40 0 40 80 Pole Mounted (Single): 33, 17' AFG (11 6' Pole + 2.5' Base) 0 - _0 - 62 WATT LED STREET LIGHTS PROVIDED WITH LUMEN OUTPUT OF 5,068. � n!%im��11 I� Project Number _0 SCALE IN FEET W > 29305.00 0 M I . \\vhb\proj\-ong1s1and\29305.00 Heritage Cu tchogu e\cad\l d\Plan set\29305.00-Ligh tin gl.dwg I E 1,," 6'r or 1� !_'j III:'!) III;�' 0 �' 1 - �p 4, r; q, �' 4 , O , 4"11 '.' I . . . , . . . - 0 1 ' ' .1 I 11 ---.-- - - . '111 �'.1 -4 77 O ; -"'; O", III, . V I 'I": O"'i 61.il .:'�-i #':' 0,r! 0". 0'!' III,P . r" I I I -1 III, �' . 11 . 1. . "I . -'J I - - --O'' "----r- I O'�-. . . " . , 1,�" III, ' I - - - �'G' 4 0 -I �� C '�'0 II ,(: I � � . I I 1, " . 0 0 �' If I a, I 1 4, , I I , O � �'I A � . -: ' 11 " �`^') �..�� I r IiIf�" -"� O'-, I - I - I - - - " I .' 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", \ OO-OO( i-OOOO! >� 2 3 0 40 0 40 80 �-4 I.I.4 -0 I � ;-.; b- -0 SCALE IN FEET Q) > 0 Project Number (n . I 1 29305.00 \\vhb\proj\Longlsland\29305.00 Heritage Cutch ogue\cad\Id\Plan set\29305.00_Ligh tin gl.dwg O V .Q s > 1 . 11 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway ASLGat,# F :��-i� HUBBELL Suite 135 ;t,� I Outdoor Lighting ORDERINGINFORMATiON PE°RFORMANCECIATA Jab Type ORDERINGEXAMPLE:Ase.-A-24L4K-240-4-U-o8 SMALL. LED WALL PACK SWS Hauppauge, NY It I I L , C} SERIESAp(3rnV1f511788 ._ J ,?_.. - -s Ir 1'"N> err ;,' a��rr,1 :r � s � � �, c ) 631.787.3400 LED � LIGHTER ASL W L �r_ - LEDS-Serefd tri tf brI h#nes t.f°Lis.Crrlar teni erature 56t1tiK Cor! 4 flK 141 aEidll .. ai ' 1 t i e t __ 3000K(V.W).CRISPECIFICAFIITfJS PRODUCT IAfAGE(S _.._ a6 ` 'i loll:,. . ..t t a; fit :s' i s "•' ' t M 7=; ;:� ._, ^^;:' ; : 1 „LM r ;, ;1 6' 6304 102 fa 1 5715 53 5 1 , .5 fs o CONSTRUCTION-Cie-east aluminum housing v6th stainless stool hardware,tempered Construction: Controls: f r i •5tytlsft v6rticaly finned d:£-Gast and exlnsded •O 1OVdimming s#anttard phnf ;I,nccup}1 y ASL-24L ASL ASi A Amt tit B tfi tt 3K 3t) �Et,7tf Crit ' ECS TYPE It tl tinivc n' RL Black f 4 ' Fustrg fvu taJn $ 3 1st tJ 9q q 1 E,f?4 9t 1 q t A935 80 1 0 1 "',`. r flat glass ler s and silicon gest Ots,#(nock Dut of l0it of housing for available photocell y:..' alunll,tfmf for maxliflum heat dissipation Sensor and wireless ava<lahte for complete - " Series MAF 6t3sl3.fm br#ghtrr9ss 4K 4Di7ttt{.70 CRl 210 2d Df11t1A spedhed and de- '4 6285 101 1 0 1 5757 53 0„� 1 X149 3 D 1 I accessory. nnlaff and dimming control Lois 3 IES TYPE l0 1 120 OB Da k ilrcn7e termined by v£llage 5 61?R 100 3 0 1 :ifi74 132 3 0 1 4879 80 3 0 1 •Separate opticat and efectricaf Compart Fi11eP t6L 1B i#lgh 5K 5r er�K,7o Clll 2 2 Rap Gras tietd} 2 12502 1U2 2 q 2 11453 P3 2 U 2 ilia tf 85 2 0 2 I THERMAL MANAGEMENT-Driver and LLD modute are mounted directly to altlminunl meat for Improved thermal management and •7-pin ANSI C136.4t 2013 p!docontfot u�+:'; brghtness 4 EIS TYPE IV PS Pdafinuln S€!'ver 7PRT 7-p aANSI twist-lock 16 21M 123 3 1217 99 2 0 -2 1 t i53 gi ? 0 2 101f}R 8„3 2 U 2 ` -_ housing to maximi7a heat dissipation. optimum ctlm; \\SHB\PR0J\L0NGISLAND\29305.00 HERITAGE CUTCH0GUE\CAD\LD\PLANSET\500' RADIUS MAP a a 0 7 V 0 9. 1 17 26 ® 13 CUTCHOGUE SCHOOL = ® � DISTRICT > Cl N 12 N N 0 0 25 ZONE: R-40 g " 9. 2 O N � (RESIDENTIAL LOW4(7 ` 0 • • O 11 • • Q DENSITY 24 4+�, Engineering, Surveying & 5. 2 n a_ 0 �O° ZONE: R-80 (RESIDENTIALLOW DENSITY A) `��® Landscape Architecture, PC F• • • 100 Motor Parkway Q �O r- 10 Suite 135 O / 00 -Q 29 ® ZONE: y` Hauppauge, NY 11788 U O 0 631.787.3400 1901.44' (DEED) I ® NORTH ST. � '- S38e30'50"E ZONE: R-80 1904.80' AC UA ■ ■ -I-� • ■ ■ �-� � ■ ■ ■ ® ■ ■ ■ �..�...�._.;__�..� ■ ■ -� ZONE: HE® ■ - ■ ■ ■ ■ ® ■ o; �, ZONE: HB ° ■ ° ® ■ ■ ZONE: HD " a W W N 9. 2 ® • o � 23. 1 o D O)MIA C7 m O D 4. 6 o �o • __J --� Gj0VON oC 4. 4 m � ■ ■ S3 7 �04 4■® E "�Q WO Q �1 269. 77 (ACTUAL) ®w v 0 W 0 ® 0 273. 68' (DEED) o z N � 0� 2 0 , LLA 9. 4 ' � orn • • ZONE: HD (HAMLET DENSITY RESIDENTIAL Ln N �0 .J VERGREEN DR. E GRIFFING ST. Nom,, S37°04'44"E o • U LLJ > - SUBJECT PARCEL] 95. oo C o N ZONE: HB LO 4. 8 M L ® (HAMLET BUSINESS) 13 S37°13'30"E (DEED) c� 102 - ,- N Ln 37°04'30"E (ACTUAL ® ® ® ■ �,. ® ® `v N 4. 11 4. 10 4' 9 W ° ® ° N37°13'30"W 400. 00' 1, 221.47 33. 4 1,00 ft oLO33. 3 . . . . so ZONE: AC z® • N 33. 5 (AGRICULT N O 0 ® N 0 NE O N t STATE OF Legend CONSERVATION) 01N N ZONE: HB NEW YO R K I= r3 500' RADIUS ® i 18. 1 3. 3 • • ZONE• R-40 ■ 111111 SUBJECT PROPERTY o w ® o ROMAN CATHOLIC CHURCH COUNTY OF SUFFOLK 3. 4 in t� LnOF THE SACRED HEART I I I I I I I I I I SECTION LIMIT o rJ DEVELOPMENT � 0 0 S I I ® BLOCK LIMIT b i LO RIGHTS LO ®CN ZONE: ® I ® I ® ZONE LINE ---r-� ROW LINE BLOCK LINE 1 36 54 20"W ZONE: R-40 2009.22 ACTUA 2009.51 490 (DEED) � � SECTION NUMBER ; IIIIIIIIIIIIIIIIIIIIII + ;- � SECTION LINE - 22 24 25 26 27 28 29 � - , 3 0 31 3 BLOCK NUMBER 1 23 32 101 - • f 33 34 4 LOT NUMBER - ► Z NE. R-40 ( SIDENT LOW DENSI Y AA) <S0 2 N - _C n HIGHLAND ROAD 4 ® = 21 � 21 . 3 ol - - -. . C . . _ 37 ® �0 13 z 9 8 ECHARGE _ ® D 6 BASIN 5 4 3 ' - - 14 a TOWN OF 41�> _ > z SOUTHOLD 8 19 20 12 100 0 100 200 Q 10 /29/15 SCALE IN FEET = I • 6 8 g 10 7 11 No, REV. OWNER'SRe!Son 12Datte ppvd. 15 7 Owner List Designed by DP Drawn by DP Checked by AL CAD checked by CS Approved by Kw DIST: 1000 SEC: 101 BLK: 2 LOT: 21.3 DIST: 1000 SEC: 102 BLK: 1 LOT: 4.7 DIST: 1000 SEC: 102 BLK: 1 LOT: 6.1 DIST: 1000 SEC: 102 BLK: 1 LOT: 23.1 ---------------------------- DIST: 1000 SEC:102 BLK: 7 LOT: 7 DIST: 1000 SEC:102 BLK: 8 LOT: 4 DIST. 1000 SEC: 102 BLK: 8 LOT: 10 DIST: 1000 SEC:102 BLK:8 LOT:34 stole Date DI BORGHESE CASTELLO LLC JUNG RICHARD G BARBATO MATTHEW J ZAHRA CHARLES J DIST: 1000 SEC:102 BLK: 5 LOT: 9.2 SALICE CHARLES G D°ELIA JOSEPH F MARTILOTTA JACK H DIST: 1000 SEC: 102 BLK: 8 LOT: 20 DIST: 1000 SEC:102 BLK:8 LOT:27 GAMMON SCOTT 1"=100' February 26, 2015 17150 CR 48 JUNG JEAN T BARBATO KERRIE J ZAHRA JEAT T KOEHLER FAM LTD PTNRSHP SALICE THOMAS P D°ELIA CHARLENE E MARTILOTTA ROSEMARY ROMANELLI PAUL LAKE CYNTHIA GAMMON VICTORIA Project Title PO BOX 957 7800 CALLE PINABETE 1142 GLENDON WAY PO BOX 1137 108 ALLEN BLVD. 1940 CROWN LAND LN 160-35 23RD AVENUE PO BOX 214 90 BRIDLE CT 2270 HIGHLAND RD 770 HIGHLAND RD CUTCHOGUE, NY 11935 CARLSBAD, CA 92009 S. PASADENA, CA 91030 MATTITUCK, NY 11952 FARMINGDALE, NY 11735 CUTCHOGUE, NY 11935 WHITESTONE, NY 11357 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 The Heritage CURRENT USE: VINEYARD CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: GAS STATION CURRENT USE: FIELD CROPS CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL At C utC h O u e DIST: 1000 SEC: 102 BLK: 1 LOT: 3.3 DIST. 1000 SEC: 102 BLK: 1 LOT. 4.8 DIST: 1000 SEC: 102 BLK: 1 LOT: 7 DIST: 1000 SEC: 102 BLK: 1 LOT: 24 DIST: 1000 SEC:102 BLK: 5 LOT: 9.4 DIST: 1000 SEC:102 BLK: 7 LOT: 8 DIST: 1000 SEC:102 BLK: 8 LOT: 5 DIST: 1000 SEC: 102 BLK: 8 LOT: 12 DIST: 1000 SEC: 102 BLK: 8 LOT: 21 DIST: 1000 SEC:102 BLK:8 LOT-28 DIST: 1000 SEC:102 BLK:8 LOT:37 g 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 PO BOX 957 1750 EVERGREEN DR CUTCHOGUE, NY 11935 PO BOX 32 6915 SE HARBOR CIR CUTCHOGUE, NY 11935 1495 HIGHLAND RD 2605 CROWN LAND LN 1345 BRIDLE LN 2060 HIGHLAND RD Cutchogue, New York CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 STUART, FL 34996 CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 Town of Southold CURRENT USE: VINEYARD CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: RESIDENTIAL VACANT LAND CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL DIST. 1000 SEC: 102 BLK: 1 LOT: 8 DIST: 1000 SEC:102 BLK: 7 LOT: 9 Issued for DIST: 1000 SEC: 102 BLK: 1 LOT: 3.4 DIST: 1000 SEC: 102 BLK: 1 LOT: 4.9 ANDERSEN ROBERT F DIST: 1000 SEC: 102 BLK: 1 LOT: 25 DIST: 1000 SEC:102 BLK: 5 LOT: 10 TETTELBACH STEPHEN T DIST: 1000 SEC:102 BLK: 8 LOT: 6 DIST: 1000 SEC: 102 BLK: 8 LOT:13 DIST: 1000 SEC: 102 BLK: 8 LOT: 22 DIST: 1000 SEC:102 BLK:8 LOT:29 Subject Parcel DIBORGHESE CASTELLO LLC URWAND VINCENT 2855 DEPOT LN EVERS MICHAEL GATZ PETER H TETTELBACH LISA P KIMMELMAN MICHAEL FORTE ROBERT A FOSTER JENNIFER L DIMARTINO STEVEN E 17150 CR 48 URWAND RUTH CUTCHOGUE, NY 11935 EVERS KELLY GATZ VALERIE E 1530 CROWN LAND LN KIMMELMAN DEBRA FORTE ROSEMARIE L CRED SHEL FOSTER THOMAS P 585 DUNE RD DIST.: 0200 SEC.: 102 BLOCK: 1 LOT: 33.3 PO BOX 957 1650 EVERGREEN DR CURRENT USE: ONE FAMILY RESIDENTIAL 725 SCHOOL HOUSE RD PO BOX 1048 CUTCHOGUE, NY 11935 1865 HIGHLAND RD 2765 HIGHLAND RD PO BOX 1035 WESTHAMPTON, NY 11977 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 PO BOX 274 CUTCHOUGE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL NOCRO LTD CURRENT USE: VINEYARD CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC: 102 BLK: 1 LOT: 9.1 CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL ATTB:OX O & CRON Not Approved for Construction BARRY ROBERT CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC:102 BLK: 7 LOT: 10 DIST. 1000 SEC:102 BLK:8 LOT:30 PO DIST: 1000 SEC: 102 BLK: 1 LOT: 4.4 DIST: 1000 SEC: 102 BLK: 1 LOT: 4.10 BARRY JOYCE DIST: 1000 SEC:102 BLK: 5 LOT: 11 SADDLE BRK RNTAL PRPS LLC DIST: 1000 SEC:102 BLK: 8 LOT: 7 DIST: 1000 SEC: 102 BLK: 8 LOT: 14 DIST: 1000 SEC:102 BLK:8 LOT: 23 SORMELEY ZORA QPRT RIVERHEAD, NY 11901 Drawing Title MAUCERI MARYANN FORTE EDWARD 1855 DEPOT LN DIST: 1000 SEC: 102 BLK: 1 LOT: 26 HANNABURY MARY A 1350 CROWN LAND LN SPATH GARY G HALL THOMAS COOK DAVID A 209-50 28TH AVE 1455 EVERGREEN DR FORTE SUSAN CUTCHOGUE, NY 11935 DIACHUN BARBARA SCHOOL HOUSE RD CUTCHOGUE, NY 11935 SPATH NANCY J HALL KATHLEEN COOK DONNA M BAYSIDE, NY 11360 500' Radius M a p CUTCHOGUE, NY 11935 1400 EVERGREEN DR CURRENT USE: ONE FAMILY RESIDENTIAL 875 SCHOOLHOUSE RD PO BOX 386 CURRENT USE: ONE FAMILY RESIDENTIAL 2065 HIGHLAND RD 2985 HIGHLAND RD 3050 HIGHLAND RD CURRENT USE: ONE FAMILY RESIDENTIAL 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 BLK: 1 LOT: 4.5 GRATTAN BARBARA CURRENT USE: ONE FAMILY RESIDENTIAL RAPUANO JULIA TRUST COMMENDER L M 2007 RVC TR ZONING INFORMATION FROM TOWN OF SOUTHOLD BENEDIKTSSON BEN DIST: 1000 SEC: 102 BLK: 1 LOT: 4.11 427 OSTRANDER AVE DIST. 1000 SEC:102 BLK: 5 LOT: 12 1140 CROWN LAND LN DIST: 1000 SEC: 102 BLK: 8 LOT: 8 DIST. 1000 SEC: 102 BLK: 8 LOT: 15 DIST: 1000 SEC: 102 BLK:8 LOT: 24 1370 HIGHLAND RD ZONING MAP DATED NOVEMBER 30, 2004 BENEDIKTSSON DIANE NICHOLSON FRANK E RIVERHEAD, NY 11901 DIST: 1000 SEC: 102 BLK: 1 LOT: 29 MEYER-SYRKIN ELAINE REV TRUST CUTCHOGUE, NY 11935 MANNINO LAWRENCE KRASNER ROBIN CASEY PATRICK J JR CUTCHOGUE, NY 11935 1655 EVERGREEN DR NICHOLSON KAREN CURRENT USE: FIELD CROPS ZAHRA CHARLES PO BOX 391 CURRENT USE: ONE FAMILY RESIDENTIAL MANNINO JENNIFER 1020 BRIDLE LN CASEY LESLIE CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 1250 EVERGREEN DR MAY BE SUBJECT TO PAYMENT 610 PIKE ST CUTCHOGUE, NY 11935 ---------------------------- 2275 HIGHLAND RD CUTCHOGUE, NY 11935 2890 HIGHLAND RD CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 UNDER AGDIST LAW TIL 2020 PO BOX 1137 CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC:102 BLK: 8 LOT: 3 CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 DIST. 1000 SEC: 102 BLK: 8 LOT:32 CURRENT USE: ONE FAMILY RESIDENTIAL MATTITUCK, NY 11952 HENDRY LENORE CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL SLEDJESKI THOMAS Drawing Number DIST. 1000 SEC: 102 BLK: 1 LOT: 4.6 DIST: 1000 SEC: 102 BLK: 1 LOT: 18.1 CURRENT USE: ONE FAMILY RESIDENTIAL 1000 SEC: 102 BLK: 5 LOT: 17 HIGHLAND RD DIST: 1000 SEC: 102 BLK: 8 LOT: 19 SLEDJESKI ANN D LEBEL ROY DIST: 1000 SEC: 102 BLK: 1 LOT: 5.2 RC CHURCH OF SACRED HEART CURRENT USE: CUTCHOGUE SCHOOL DISTRICT PO BOX 289 DIST. 1000 SEC: 102 BLK: 8 LOT: 9 BRISOTTI JOHN P DIST: 1000 SEC:102 BLK:8 LOT:25 1170 HIGHLAND RD �n �, LEBEL DEBRA ROSE'S VINEYARD LLC ATTN: MICHAEL V FLANAGAN ESQ DIST: 1000 SEC: 102 BLK: 1 LOT: 33.4 ----------------------------- CUTCHOGUE, NY 11935 TERRY DANIEL W BRISOTTI MAUREEN HUBSCHMITT WADE CUTCHOGUE, NY 11935 N V! ' 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 U1 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 50 N PARK AVE ATTN: JOSEPH E. NOLAN SALICE GARY J 2945 HIGHLAND RD CUTCHOGUE, NY 11935 FREEPORT, NY 11520-6239 CJI o L 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 g ROCKVILLE CENTRE, NY11571-9023 SOUTHOLD, NY 11971 2120 CROWN LAND LN CURRENT USE: ONE FAMILY RESIDENTIAL SAYRE ROBERT E JR ZD `n° Sheet of CURRENT USE: CHURCH CURRENT USE: RESIDENTIAL VACANT LAND CUTCHOGUE, NY 11935 DIST: 1000 SEC:102 BLK:8 LOT:26 SAYRE JEANETTE F 1 1 CURRENT USE: ONE FAMILY RESIDENTIAL HUBSCHMITT WADE 970 HIGHLAND RD 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 SURVEY OF PROPERTY A T CUTCHOG VE TO WN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-102-01-33.3 SCALE: 1"100*' APRIL 1A 2007 JUNE 10, 2009 (STAKED WEST PROPERTY LINE) FEBRUARY 4, 2015 (TOPO , TRAILS & FENCES) N/01'F CASTELLO D! BORGHESE LLC LOT 9 MCKxmg N50018'10'*E 251.03' AI56'p0',& 's •• FE Mt e- -X- - - 1 -, B T �T�0 N�, g�17 24 as a4 >-- �` � 3A1ggg SLE x2 w p MARCH 2 LOT 6 . . 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NO. 49618 ANY ALTERA770N OR ADDITION TO THIS SURVEY IS A WOLA77ON PECONIC YOBS, P.C. OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW. (631) 765--5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77nCA77ONS P.0. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F 1230 TRA 1/ELER STREET AREA=45.9MA' C;RESSAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR 07-140 WHOSE gGfVATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cc)d\ld\Planmisc\29305.00-LM-trucl< runs,dwg E 0 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 IIIt i ,2 OF ..................BAM_,,,A' RA GRA' TTAN'1�,Iffl/[:' 1:�M1:�!.y OI7 42i NY 0 1 4 4' ............... .........0 4, A ................------- ---IU 1 ift A iI.........I..........b ...................... 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I 0 1 - - :5 1 CV) :5- Ch I 11) 7 111- 1=', ,� ", W,--1- __m, U A � j k M (�i 1 30 co E` __",11_�� 3 i, I hued Or Date C"i October 18, 2015 6' IN >1 I -1 0 :5 I F Not Approved for Construction >� I 0 0 . . - _0 /---\ I L - ...- 1:)) 0 . -0 . _� I D 0- e 1- * a C) � 20 � z � < >_ . [I- . � SU-30 - SinFle Unit Truck 0 Overall Len t 30. 000ft rM ,�� Overall Widt!TJ 8, 000ft Drawirig Number 17�_ X I Overall Body Height I 3. 500ft I (D . Min Body Ground Clecrance 1 . 367ft Emb, FD a Is � E 0 C" Track Width 8. 000ft IMF M � L o c k-- t o--- Io(2 k t*i m e 5. 00s 1.of.NEW 1",- TIA= 2 * 0 >_1 80 0 80 160 Max Peering Angle Qvirtual ) :5 1 . is 0, . . 0 0 >_ ... I 0 I I >� 1. I . 0 SCALE IN FEET . - - � �I 6� Sheet of _0 �1 I 11 C4 ,, 10 I - I 11 P ,� M I- � � I'll, W ,A _,i, D I I 11% �-_��),i�( 2 2 -S , U f- �I ,,Wf e _T I - I xk\`� 11b 11 I � , ;,, n, I .. 1 , ; 1 1- 1 ; S�� 111. I I I _0 1�1&i li , 3 -0 ,�� jl� " 4 (O 'Wl"Em A W V�� Project Number . 2930100 . - I - I -___ - - ____- I P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_Phasing.dwg E O V 000 00 s i. I Engineering, Surveying & Landscape Architecture, PC 1000-102-1-9.2 100 Motor Parkway NOW/FORMERLY OF Suite 135 1000-102-1-5.2 BARBARA GRATTAN NOW/FORMERLY OF 427 OSTRANDER AVENUE ROSE'S VINYARD, LLC RIVERHEAD, NY 11901 1901.44' (DEED) l Hauppauge, NY 11788 PO BOX 914 CUTCHOGUE, NY 11935 1904.80' (ACTUAL) �� 631.787.3400 S383050E (DEED) � W t ..... ............................................. .... W 2 4 20 E A CT UAL ) � . S3 8 � w f 1 % 1000 —1- 23 1 .. ,.102,,,,,,,,, W R N OOW F ME LY OF ... i O sr,rrsrr, r w r CHARLES & JEAT Zf 1,HRA 11�r7 F MATTITI CK NY 11952 1000-102-1-4.6 i f� Z milli , 0 r Z NOW/FORMERLY OF W / f w c9 f ✓ G OY & DEB LEBEL / R RA r � � i 1.. EVERGREEN 55 l 17 DRI IVE N N ff c9 s z I l r rr " .. ! hl r ��lllllliii CUTCHOGUE Y 11935 � > > � � ✓ N 35 j 1 � . 3 ® J 3 E 3 1 1 ASE f H � , o P � 1, r. N ® / d ✓ ✓ Y f� ✓ J l a r l N �1 1 O / 1 S37 04 40 E nVol / i f i 1 s .. w i ✓ ✓ ✓ O(D i 0-1 / .. .. ' V Y r / D m� Jl, i > C7 O i r / fTl y y r / i fTl O 1 i O e u j y i D I l U > � �� r 1000-102-8-20 NOW 1000-102-1-4.7 / ,,,,;, � , N / ✓ I 1 �m li NOW FORMERLY OF �r � r FORMERLY OF � � � � ^m �� / Ln \R ICHARD & JEAN JUNG � / ✓ ✓ , � II � � � PAUL ROMANELLI \7800 CALLE PINABETE 90 BRIDLE COURT CUTCHOGUE NY, 11935 N f l ., i. / / i. i P f 9 CARLSBAD CA 92009 i II ✓ ,/„ / S37 0440E ✓ i r � e ,f 95.00 m a, r ✓ t ✓ .," W ✓ ,< m i 1 ✓ s . i »III> , � r GR IF F I NG STREET EE T P✓ M m e i r / a / i o ti m z > > N fV l r i g Q u b J r < it y G 0 000 0000 m i Ul U1 ui Ln NNJ 1000-102-1-33.4 i 1 l 0 Q NOW FORMERLY OF 4 r m i o ,, i ANJO LTD i ✓ % II PO BOX 871 9 6 J 5 fy IVE HE D Y 11901� R A N 1000-102-1-4.8 o B s f r ✓ ✓ ' ' VIII i r ✓� ' s 07 �I 6 . i J v NOW FORMERLY OF VIII e B Ao fffff f fffffffffffff ff ....: VIIII IIIIIIIIIIIII II...... �� LYDIA& DOUGLASBURNS A RN r. 5 EVERGREEN 1 50D IVE l 7 R a CUTCHOGUE NY 11935 1& > p� 48 1 M �� a �,w, r , M i i I �" y � E DEED i 3T 13 30 r S � �� i o i HA E 2 i . t r .. 04 30 E ACTUAL221.47' . � � �` S3T ✓ N37 13 30 W 400.00 PHASE 4 1000-102-1-4.9 W as � / 1000-102-1-18.1 NOW/FORMERLY OF C ao PHASE 3 / NOW/FORMERLY OF VINCENT & RUTH URWAND - N ✓ l f �� !�" �� ! _— ROMAN CATHOLIC CHURCH OF 1650 EVERGREEN DRIVE THE SACRED HEART CUTCHOGUE, NY 11935j � � !/� 0� LO +° P A 10 �/� 96 91 86 � w( �• z 'A e A 93 p e 90 g, A p ,✓ �/ ,,,,,,,,,„,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ”"""""". 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J f »NS kk . i 704 16 7 7.. 777 776 778 20 A 77 A a 775 1000-102-1-3.4 n 10 "Z tta a NOW/FORMERLY OF " AU a DIBOURGHESE COSTELLO, LLC — V) 17150 CR 48 z PO BOX 957 N o P HAS E 4 CUTCHOGUE, NY 11935 Ln PHASE 3 w o PHASE 2 M N36'54'20"W 2009.51' (DEED) w I ......... 2009.22' (ACTUAL) 1000-102-8-24 1000-102-8-26 1000-102-8-28 1000-102-8-29 1000-102-8-30 � 1000-102-8-22 1000-102-8-25 1000-102-8-27 NOW FORMERLY OF NOW FORMERLY OF NOW/FORMERLY OF NOW/FORMERL OF NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF WILIAM�& VI.VI.AN VELEZ LINDA COOK ORA SORMELEY 1000-102-8-23 PA & LESLIE CASEY W DE UBSCHMITT � Nog/FORMERLY OF 20950 -28TH AVENUE JENNIFER & THOMASFOSTERWADE HUBSCHMITT 2060 HIGHLAN ROAD 1850 HIGHLAND ROAD 28�CH 0 HIGHLAND, ROAD 31 MARTHA STR ET YNTHIA LAKE N BAYSIDE, NY 11360 PO BOX 10 NOW/FORMERLY OF CUOGUE, N 111935 31 MARTHA STREET FREEPORT, NY 11520 2270 HIGHLAND ROAD C TCHOGUE, N 11935 UTCHOGUE, Y 11935 CUTCHOGUE, NY 11935 DAVID & DONNA,11COO FREEPORT, NY 11520 dDTCHOGUE, NY 11935 ------ 3050 HIGHLAND ROAD CUTCHOGII'�, NY 11935 L... I The Heritage at Legend Phasing Notes: C utc h og u e 1. THE FOLLOWING OUTLINES THE WORK TO BE PERFORMED IN EACH PHASE: PHASE 1 PHASE 1 INCLUDES: Cutchogue, New York • CLEARING OF PHASE 1 AREA ONLY Town of Southold PHASE 2 0EARTHWORK IN PHASE 1 AREA ONLY • 28 — 1,600 SF UNITS • 8 — 2,000 SF UNITS No. Revision Date Appvd. • ROAD BASE QPHASE 3 • UTILITY INFRASTRUCTURE C CLUB HOUSE Q PARKING o PHASE 4 • TENNIS a PHASE 1 DRAINAGE J • ASSOCIATED LANDSCAPING 3 REVISED PHASING PLAN 8/19/16 AVL Q PHASE 2 INCLUDES: 2 FEIS SUBMISSION 5/20/16 AVL CD 0 CLEARING OF PHASE 2 AREA ONLY rn co EARTHWORK IN PHASE 2 AREA ONLY 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL • 18 — 1,600 SF UNITS r 12 — 2,000 SF UNITS UTILITY CONNECTIONS 0 PHASE 2 DRAINAGE Issued for Date N ASSOCIATED LANDSCAPING August 6, 2015 r PHASE 3 INCLUDES: • CLEARING OF PHASE 3 AREA ONLY EARTHWORK IN PHASE 3 AREA ONLY Q 0 — 1,600 SF UNITS Not Approved for Construction • 10 — 2,000 SF UNITS Drawing UTILITY CONNECTIONS a PHASE 3 DRAINAGEConstruction Phasing ASSOCIATED LANDSCAPING o PHASE 4 INCLUDES: • CLEARING OF PHASE 4 AREA ONLY Plan n a EARTHWORK IN PHASE 4 AREA ONLY O • 12 — 1,600 SF UNITS Q 16 — 2,000 SF UNITS Q UTILITY CONNECTIONS • PHASE 4 DRAINAGE Q ASSOCIATED LANDSCAPING 2. MODEL UNITS WILL BE CONSTRUCTION AS A PART OF PHASE 1. Drawing Number 3. ALL EARTHWORK, SOIL STOCKPILING AND HANDLING TO BE DONE IN ACCORDANCE WITH THE SOIL MANAGEMENT PLAN. 0 80 0 80 160PHml M 0 DV` SCALE IN FEET x� 0 r N •" Sheet of ` 1 1 Project Number a 29305.00 ----- ------- -- -- . , --,........ I - - - " . , -, .1 1, I P:\29305.00 Heritage Cutchogue\cad\ld\Planset\29305.00-Tree Survey Overlay.dwg - . I E . I I - - 0 - I I I "ISTIN "' TREE I'k '."ENTORY ::'.'3�* 'C-H:EDUL.E. 4 1 EA �� , N V . - - ," . ... , . , I I �-1 ,,,, . 1111 , 1 . 111 . - .0 I . I- - . 111 , I I .1 = I �.1.11,11-1�ill,�'ll''�,,�,,��,��,,�,�I 1-1-111-111111. ,.--,,�.�ll,",.",,�ll.�'ll,�1-111,�,,�.".��1.1- 11 . I 11 11 I - - I I � I 1 , I I � I 1 I > i T1JkQ:#1v.Ec0,J1cAL1PM I � TA6911 SPEC)MCALIPER � . 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DATED: 3/4/16 "M� ,- I 2930S.00 I I �, P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_Tree Survey Overlay.dwg O V {i ..7 R f�^�J w/Ls 50E. 3 p$ ,.. ,. _ '. ..w,+11R �pyy.. - ..wMww 1 ........,...-.....,.,......-.._..�.._,,,....�..,,..._.. .......�.�..._.....,.,�,._........_._.._....,...»..................�.....m«.......-......,.,_.............._ +w�rfR' ' *•4:it... ,, a:,,,,� ,�.�., .- ...,.tea .,e.._. _ ...+ _ .. ..-- .,._.. .. —....... ., a"ZI .............W.. »... ...,...—.._...,,.__,_.__'"____. .._.......„...._.____.._..._.,,_.,.......�«...._. .�.,. .. 4 2$7.._ _. .._._ X142LU-140 _.. -253;.py •v 1 144 Engineering, Surveying & Landscape Architecture, PC 247 � 4 _ 14b j � 100 Motor Parkway r' Suite 135 ! «tom , 6 ' •24r ' r' R Hauppauge, NY 11788 C *2 ` ! £. t 631.787.3400 f - 265 � f - , € __.. —_ 1 , 1 r t f j { £ t o i � 1 } i _ t 1 £ s BI '.. q *k iii J s 1 -160 .....,...__.. 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JUN �! £ X16 1 «4 r ' « a I -243 T p r R . d� ( a� �,� old Town 4 6 l r 212, , , �� * i rl ..............._ ` f , 430The Heritage ati i t , i3F .L� . -= - - - - - - - Cutch ue Cutcho New York 9u Town of Southold £ F., 4 616 £ I -53 €p (.�f E ' A 1 j • No. Revision Date Appvd. 05 9 4;A t 1 "4 O / + V C — ......_... .. :_ 4427 7 40 �t r� �} 0,2 «306 a G 7 r v S. z C, 340 tS 04 *A't m m m _t m . m * r 1 HIS Submission 5/20/16 AVL 2 2 07 ` j 2 *, ." ,� c �,�� •' :?�'' .es€geed by T �r Checked by �� . � -; «°13 O 309, Issued for Date 129 Nrr' « April 26, 2016 o *3357 N . ice r. p y. £ • ri 3�1 •' »3 r .:.326 216' wG?? 'p -4•y 9 92 2 44 Not Approved for Construction 9, *517 rlr � 5 z3 w { 1 3 y.+.,75 371 *490 ° r5 51 -391 7 . -37-3 N 370,j o:,py 48 a ♦3$4 3t • 3 .376 #331 •330 X313 .SSI 1, 32 l507 X11 a ��F.•ff *333` ..32,E ® _ -,_.�� 33'4 � � L' w..a .........®� �... .� s ....L ...,,.. ) , yds..'.. s® ' Wv ' ' ..... .,r ,,.,,ia - s ( E- :"4.J 1,.',w N Ems../ M Drawing Number ALL TREES TAGGED WITH ORANGE LOCKING TACKS IIS FIELD. TACENUMBER—AS SHOWN ON ., .. PROPERTY ttt�eMIMS ISTII TREE INVENTORY SCHEDULE, ' _ O - - r F1 ►� o` D I i 4EXIST'NG TREE ` �v ®° 200 TREE IDENTIFICATION NUMBER : � �0� o ALL TAG NU EPS BEGIN WITH 0011. � � 40 0 40 80 SHEET 2 MATCH LIN `sheet of T *SEE SHEET L-1 FOR TREE INV`ENTORY.SC HEDULE. 111 T 1 � z� �° Ja;i� It SCALE IN FEET [L� L T. 2 2 o.QHSroN a Project Number 29305.00