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HomeMy WebLinkAboutSite Plans Recvd 1/6/17 IL kk Issued for Site Plan Approval Date Issued July 10, 2015 Latest Issue January 3, 2017 0 r jb� aSITE ce ; $ ` T", s t �� s •4 s fe .ma! x ip! , s 6-' 1"j, i, pp° Engineering, Surveying & Landscape Architecture, PC 2C 100 Motor Parkway ' Suite 135 Hauppau e, NY 11788 631.787.3400 CR 1)" j-0i jo n ' 0 1000 2000 FeetOwner: a. Attorney: �...� Certilman Bolin The Heritage at Cutchogue, LLC No, DrawingTitle Latest Issue No. Drawing Title Latest Issue 100 Motor Parkway, Suite 156 g 1721- D North Ocean Avenue Hauppauge, NY 11788 C-1.0 Legend And General Notes January 3, 2017 SB-1 Soil Borings January 3, 2017 Phone (631) 979-3000 Medford, NY, 11763 C-2.0 - C-2.2 Layout and Materials Plan January 3, 2017 SMP-1 Soil Management Plan January 3, 2017 Fax (631) 979-7070 Phone • Fax C-3.0 - C-3.3 Grading and Drainage Plans/Drainage Calculations January 3, 2017 OS-1 Open Space Plan January 3, 2017 Architect. C-4.0 - C-4.2 Utility Plans January 3, 2017 LI-1 - LI-3 Lighting Plans January 3, 2017 GRCH Architect, P.C. C-5.0 Erosion and Sediment Control Plans January 3, 2017 R-1 500' Radius Map February 26, 2016 3750 Express Dr. South A�1�lIC�n C-6.0 Site Details I January 3, 2017 Existing Conditions Survey February 4, 2015 Suite 202 The Heritage at Cutchogue, LLC C-7.0 Site Details II January 3, 2017 TR-1 Fire Truck Circulation Plan January 3, 2017 Islandia, NY 11749 C-8.0 Site Details III January 3, 2017 TR-2 . Single Unit Truck Circulation Plan January 3, 2017 631.864.3395 1721- D North Ocean Avenue C-9.0 Sanitary & Water Details January 3, 2017 PH-1 Construction Phasing Plan January 3, 2017 .Site Civil Engineer/Landscape Architect: Medford, NY 11763 C-10.0 Off Site Improvement Plan January 3, 2017 TS-1 - TS-2 Tree Survey Overlay Plan January 3, 2017 VHB Engineering, Surveying, & L-1 Overall Planting Plan January 3, 2017 Landscape Architecture, P.C.: Phone FaX g ry TS -3 Tree Location Plan January 3, 2017 100 Motor Parkway, Suite 135 L-2 Tree Planting Plan January 3, 2017 Hauppauge, NY 11788 SCT : District 1000 - Section 102 - Bloch 01 - lot 33.3 L-3 Tree Planting Plan January 3, 2017 Phone (631) 787-3400 L-4 Shrub Planting Plan - Typical Units January 3, 2017 Fax (631) 813-2545 L-5 Shrub Planting Plan - Clubhouse and Entrance January 3, 2017 L-6 Planting Details January 3, 2017 0 N T 6 O a N M > L O U I C O c6 o o > F- Q Li Q z J i a 0 J D E C E o 0 JAN 0 6 2017 U Southold Town Li Planning Board c. Q Fy w O U-) t or o i 0 s: - •0 'ice 1u'i N Q 1� �r, o J _ t rn Rl , W f N " 6 otl m ` O a i m i 2 II \\vhb\proj\Long1sland\29305.00 Heritage Cutchogue\cad\Id\Plonset\29305.00_LG.dwg E O V Jd Z Legend Abbreviations Notes: Exist. Prop. Exist. Prop. General 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 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/PROPERLY LINE ` s %: ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. SURVEYOR. : . Suite 135 EASEMENT ° o ° o CONSTRUCTION ENTRANCE APPROX APPROXIMATE 3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE 6. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS Hauppauge, NY 11788 BUILDING SETBACK PAVERS / PERMEABLE PAVERS BBC BELGIUM BLOCK CURB CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH AT INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. 631.787.3400 --- PARKING SETBACK BIT BITUMINOUS 10+00 27.35 TC 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 BC BOTTOM OF CURB ELEVATION BS BOTTOM OF SLOPE OTHERWISE NOTED ON THE LANDSCAPE PLAN. CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS" LITERATURE, SHOP CONSTRUCTION LAYOUT BWLL BROKEN WHITE LANE LINE DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT 132.75 x SPOT ELEVATION 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM FEATURES. ----- ----- ZONING LINE s 45.0 Tw EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. 38.5 BW x TOP & BOTTOM OF WALL ELEVATION CONC CONCRETE 8. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND TOWN LINE 6. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT BORING LOCATION DYCL DOUBLE YELLOW CENTER LINE WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE LIMIT OF DISTURBANCE ® TEST PIT LOCATION EL ELEVATION DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. WETLAND LINE WITH FLAG ® MW MONITORING WELL 7. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS ELEV ELEVATION AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH Demolition FLOODPLAIN FLOW ARROW EXIST EXISTING THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT 1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE FBBC FLUSHED BELGIUM BLOCK CURB APPROPRIATE PERMITS. LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY GRAVEL ROAD w UD UNDERDRAIN POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF EOP EDGE OF PAVEMENT FDN FOUNDATION 8. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10 DRAIN CONTROL DEVICES. FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS. BB BITUMINOUS BERM --J�D--- ROOF DRAIN FFE FIRST FLOOR ELEVATION 9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS 2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH BBC M _ _ 12„S _ _ SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS. THE BELGIUM BLOCK CURB SEWER GRAN GRANITE EXPENSE. CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY BC _. - - FM - - FORCE MAIN REPRESENTATIVES. - BITUMINOUS CURB GTD GRADE TO DRAIN 10. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE oHW OVERHEAD WIRE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, CONCRETE CURB LA LANDSCAPE AREA OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 6"W WATER MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER CG CURB AND GUTTER LOD LIMIT OF DISTURBANCE IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE CONTRACTOR DURING THE ------.°"4;=---___--- 4 FP FIRE PROTECTION FBBC MAX MAXIMUM BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT FLUSH BELGIUM BLOCK CURB G GAS 11. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO MCC MONOLITHIC CONCRETE CURB E ELECTRIC CLAIMS AND SEEK NO MIN MINIMUM 12. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO LATENT SITE CONDITIONS RIELOATED TO ANY CONDITIONS DISCOVERED DURNAL COMPENSATION FOR CHANGED ING SEXECUTION OF THE OR UNFORESEEN R PCC PRECAST CONC. CURB STM STEAM NIC NOT IN CONTRACT ADDITIONAL COST TO OWNER. WORK. - - -- - SAWCUT T TELEPHONE NTS NOT TO SCALE 13. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE 5. UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS, THE 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 F-' FA FIRE ALARM PERF PERFORATED 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 PROP PROPOSED ANY CLAIMS OF LOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE BUILDINGUtilities OF HAZARDOUS MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER ® CATCH BASIN REM REMOVE FROM ANY CLAIMS MADE IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL HAVE NO 1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT BUILDING OVERHANG ® AREA DRAIN RET RETAIN REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVES) HAVE NOT INDEPENDENTLY VERIFIED INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT ASBESTOS OR OTHER HAZARDOUS MATERIALS. �j EN BUILDING ENTRANCE DOUBLE CATCH BASIN R&D REMOVE AND DISPOSE GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT 14 LD LOADING DOCK ® GUTTER INLET R&R REMOVE AND RESET THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING Erosion Control BOLLARD DRAIN MANHOLE SWEL SOLID WHITE EDGE LINE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, - AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE DUMPSTER ENCLOSURE TRENCH DRAIN SWLL SOLID WHITE LANE LINE THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. SIGN PLUG OR CAP TS TOP OF SLOPE co 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT x DOUBLE SIGN ® CLEANOUT TYP TYPICAL CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND g I"' FLARED END SECTION 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 �/ HEADWALL Utility OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO ' NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT - - - WOOD GUARDRAIL CB CATCH BASIN ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION DRYWELL IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT. CMP CORRUGATED METAL PIPE 3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH = PATH ELEVATIONS ON THE GRADING AND UTILITY PLANS. 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE TREE LINE ' CO CLEANOUT EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE "P ® DRYWELL W/ INLET COVER 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC STABILIZED TO PREVENT EROSION. DCB DOUBLE CATCH BASIN AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND WIRE FENCE SHALL BE SET/RESET AS FOLLOWS: 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, FENCE DMH DRAIN MANHOLE CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT • _ DRYWELL W/ MANHOLE COVER A. PAVEMENTS AND CONCRETE SURFACES: FLUSH AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. STOCKADE FENCE = CIP CAST IRON PIPE B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH 6. THE CONTRACTOR IS ADVISED THAT A COMPLETE STORM WATER POLLUTION PREVENTION PLAN HAS - STONE WALL COND CONDUIT BEEN PREPARED WHICH INCLUDES REQUIREMENTS FOR THE CONTRACTOR TO COMPLETE CERTAIN ® DIFFUSION WELL C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE CERTIFICATIONS, SCHEDULES AND OTHER DOCUMENTATION, WHICH MUST BE MAINTAINED ON SITE RETAINING WALL DIP DUCTILE IRON PIPE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. THROUGHOUT CONSTRUCTION. THE CONTRACTOR IS REQUIRED TO FAMILIARIZE HIMSELF WITH ALL 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 FES FLARED END SECTION DETENTION BASIN UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND ___._ .. _.._. . APPROVED BY, THE RESPECTIVE UTILITY COMPANY GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC. Existing Conditions Information FM FORCE MAIN ( )• g .. .. .. . HAY BALES FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. SANITARY LEACHING POOL F&G FRAME AND GRATE 1. BASE PLAN: THE PROPERTY LINES, EXISTING FEATURES AND TOPOGRAPHICAL INFORMATION SHOWN 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 F&C FRAME AND COVER POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, INFORMATION. AN OFFICIAL SURVEY IS CURRENTLY BEING PERFORMED ON THIS PROPERTY AND WILL - c_____.x._____� SILT SOCK / STRAW WATTLE FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR BE PROVIDED AS IT IS COMPLETED. ALTERNATIVE SEPTIC TREATMENT GI GUTTER INLET OR BY THE UTILITIES COMPANY. -4- 2.CONTOUR 2. TOPOGRAPHY: ELEVATIONS ARE BASED ON NGVD DATUM. 20 MAJOR CONTOUR GT GREASE TRAP 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN: 3. GEOTECHNICAL DATA INCLUDING TEST PIT AND BORING LOCATIONS AND ELEVATIONS WERE OBTAINED D SEWER MANHOLE HDPE HIGH DENSITY POLYETHYLENE PIPE A. WATER PIPES SHALL BE C900 DR-18 POLYVINYL CHLORIDE (BLUE BRUTE) PIPE. FROM SLACKE TEST BORING, INC. (SEE BORING SHEET FOR INFORMATION) 10 PARKING COUNT HH HANDHOLE B. SANITARY SEWER PIPES SHALL BE DR-18 POLYVINYL CHLORIDE (PVC) SEWER PIPE. JAN p G 2017 c10 COMPACT PARKING STALLS �S CURB STOP & BOX Document Use southold Town HW HEADWALL C. STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE AND CORRUGATED POLYETHYLENE. Planning Board 1. THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL HYD HYDRANT _ ._. ..... ___- Dn DOUBLE YELLOW LINE Ov WATER VALVE & BOX 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, SERVICE, AND SHALL NOT BE USED, IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN FOR The Heritage at TSV INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL WHICH IT WAS CREATED WITHOUT THE EXPRESSED, WRITTEN CONSENT OF VHB. ANY UNAUTHORIZED STOP STOP LINE - -., TAPPING SLEEVE, VALVE & BOX INV INVERT ELEVATION BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE CONTRACTOR USE, REUSE, MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THIS DOCUMENT CutchO Ue SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY SHALL BE AT THE USERS SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB. YD g CROSSWALK SIAMESE CONNECTION FIRE HYDRANT I- INVERT ELEVATION AND AS INDICATED ON THE DRAWINGS. Cutchogue, New York ACCESSIBLE CURB RAMP El M LCS LEVEL CONTROL STRUCTURE 9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS Town of Southold WATER METER COMPANY'S REQUIREMENTS. w r , ACCESSIBLE PARKING r ` Ov POST INDICATOR VALVE LP LIGHT POLE No. Revision Date Appvd. 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4" MIN.) SHALL BE DETERMINED BY VAN-ACCESSIBLE PARKINGWATER WELL MES METAL END SECTION THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL 6 TOWN REVISIONS 1/3/17 AVL Q VA" MUNICIPAL STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM 5 TOWN REQUIRED PLAN MEMO 10/19/16 AVL _.. ... THRUST BLOCKS PWW PAVED WATER WAY DIAMETER SHALL BE 5 FEET. 4 SCDHS SUB./TOWN FINDING STATEMENT 10/7/16 AVL o r GG GAS GATE PVC POLYVINYLCHLORIDE PIPE Layout and Materials 3 REVISED PHASING PLAN 8/19/16 AVL El GAS METER PIV POST INDICATOR VALVE 1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE 2 FES SUBMISSION 5/20/16 AVL o OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL -. �EMH ELECTRIC MANHOLE RCP REINFORCED CONCRETE PIPE 2. CURB RADII ARE 5 FEET UNLESS OTHERWISE NOTED. pesignedby Checked by 0 0 EM ° R= RIM ELEVATION Issued for Date 4, ELECTRIC METER 3. CURBING SHALL BE BELGIUM BLOCK WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE PLANS. rY * LIGHT POLE SMH SEWER MANHOLE July 10, 2015 T TSH TSV TAPPING SLEEVE, VALVE AND BOX Not Approved for Construction ® TELEPHONE MANHOLE UG UNDERGROUND ❑T TRANSFORMER PAD a UP UTILITY POLE • • • `` UTILITY POLE Cn LU c •- GUY POLE GUY WIRE & ANCHOR HH El HAND HOLE PB _ PULL BOX Drawing Number O Matchline MATCHLINE011 N _ _ r01 {�,IH�;�.� E V. 0 L I Sheet of 23 ti• . a PS S10 „,�� �� Project Number Cn 29305.00 II 19 -- \\vhb\proj\Longlsland\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LM.dwg Parking Summary Chart Sign Summary Zoning Summary Chart 39'-10" 39'-10" Parking Requirements: M.U.T.C.D. Specification s °° °O Number Width Height Desc. Zoning District(S): Hamlet Density Residential (HD) > 58-9 MULTIPLE DWELLING 72 2 1 COVERED COVERED x 20"-1" PATIO AREA o PATIO AREA o_ (2-BEDROOM) UNITS SPACES / UNIT = 144 SPACES j Multi-Family Condominiums I[ Pro osed Use: y ( ) - ' 14"-0" x 20'-0" r 14'-0" x 20'-0" I __ -- - ---- -- R1-1 30" 30" P I MULTIPLE DWELLING 52 2,25 1 i �. 124 Units x = 117 SPACES (3-BEDROOM) UNITS SPACES / UNIT COVERED t Overlay District(S): N/A p PA110 AREA 15'-3" x 20'-1" CENTER COMMUNITY 6588 x SPACE / 3S 0 - 21 SPACES __... .... _ 3 RESERVED Stipulation Of Settlement f PARKING Required Provided TOTAL PARKING REQUIRED = 282 SPACES R7-8 12" 18" ? Requirements ; t a MAXIMUM NUMBER OF UNITS 130 Units 124 Units LIVABLE AREA= 1,999SF LIVABLE AREA- 1,599SF LIVABLE AREA - 1,999SF • __..___._._... 2 STORY _ . ._. .._ 1 STORY 2 STORY , Parking Provided: _.__- AREA (LIVABLE) 245,000 Sq. Ft. 219,076 Sq. Ft. _ o 1 o E NO PARKING MAXIMUM FLOOR A y g Engineering, Surveying & °0 I I HD Residential N N ( STANDARD ACCESSIBLE TOTAL- ANY Zoning Regulation Requirements Provided Landscape Architecture, PC _ R7-1 12" 18" TIME Requirements o GARAGE -- I 100 Motor Parkway (19'X19' MIN.) 248 SPACES �► MINIMUM LOT AREA _ 20,000 Sq. Ft.- 2,003,582 Sq. Ft. I y ................................_....... .... . ........_...... _. ...................................................................................................................... -------- Suite e t.................. .. S 't 135 2 CAR GARAGE ..... UNIT A PARKING LOT LOT WIDTH 75 Feet 216.51 Feet _ _ 8 SPACES (9'X20' MIN.) LOT DEPTH 120 Feet 1792.61 Feet Hauppauge, NY 11788 22'-0" x 20'-0" 2 CAR GARAGE 2 CAR GARAGE ------ --- -------- -- W11-2 30" 30" --- --- ----- ------ --- ---- ------- - - ---- ---------------; ...-- - ------------ --- ---- GD GD 22'-0" x 20'-6" 22'-0" x 20'-6" VISITOR/ CLUB HOUSE i FRONT YARD SETBACK 35 Feet 308.70 Feet 631.787.3400 (9'X19') i 24 SPACES 4 SPACES; 28 SPACES _ SIDE YARD SETBACK COMBINED SIDE YARD 15 0 GD GD GD GD ...................... ..............................................._..................................._._. .._..__._. ...........................,.................._........................................_. _. ......... / /3 Feet 79.90 Feet/ 179 Feet ° TENNIS COURTS j 3 SPACES ; 2 SPACES 5 SPACES REAR YARD SETBACK 35 Feet 75 Feet I ........... ........................................... ... ... 35-9 23'-l" R6-1R 36 12 f ONE WAY MINIMUM LIVABLE FLOOR AREA ( SQUARE FEET PER TOTAL PARKING PROVIDED ' 289 SPACES I 850 Sq. Feet 1,599 Sq. Feet 16'-9" 19'-10" 16'-9" 19'-10" DWELLING UNIT) j NOTES: ............... .. . . .. ....__.. ;_.. MAXIMUM LOT COVERAGE --- - - -- --- - --25% --- -- -------- 16.92%- - 1. CODE REQUIRES SPACES TO BE 9'X19' MIN. _............_........._.......__......................... .........._............; ... ....... __.. .. ... 2. COMMUNITY CENTER CALCULATIONS BASED ON REQUIREMENTS FOR A 6 ® : ;®, , MAXIMUM BUILDING HEIGHT 35 Feet 35 Feet Unit Type A (48 Units) Unit Type B (72 Units) Unit Type C (4 Units) R5-, 3D" 3D" - _ - - --- _ - _ _ - ----- RECREATIONAL FACILITY. MAXIMUM NUMBER OF STORIES 2 2 o . 3. ADA/STATE/LOCAL REQUIREMENTS FOR THE CLUB HOUSE: SPACES N.T.S N.T.S N.T.S BETWEEN 26 TO 50 STALLS REQUIRE TWO ACCESSIBLE SPACES. (1106.1 Town of NOTES: NYS BUILDING CODE) AUTHORIZED Southold 1. SEE ARCHITECTURAL PLANS BY CHARLES W. KUEHN FOR FURTHER DETAIL. 4. DRIVEWAYS ARE NOT COUNTED IN PARKING SUMMARY. R5-11 I 30" 24" VEHICLES Zoning Regulation Requirements Provided 5. TENNIS COURT PARKING EXCLUDED FROM TOTAL PARKING COUNT. I ONLY Residential E Requirements MINIMUM OPEN SPACE SET-ASIDE 50% 50% ( General Notes MINIMUM SETBACK 75 Feet 75 Feet ............. . ............ ........................ _ ..._............................. .......... .................................... . MINIMUM BUFFER 50 Feet 50 Feet 1. TRASH TO BE COLLECTED CURBSIDE AT EACH UNIT --- - -- ------ --- -i 2. MAIL BOXES TO BE LOCATED AT DRIVEWAY ENTRANCE BY EACH * BASED ON SECTION 280 ATTACHMENT 6 FOR PROPERTIES >39 ACRES UNIT NOTES: 1. SEE OPEN SPACE PLAN FOR AREA CALCULATIONS W � � I i � I F-� 1 a i t 1000-102-1-9.2 i ( � NOW/FORMERLY OF 1000-102-1-5.2 BARBARA GRATTAN -• ' NOW/FORMERLY OF cV N 427 OSTRANDER; AVENUE ROSE'S NOW/FORMERLY D, LLC LIMIT OF AREA TO REMAIN 1 ( I RIVERHEAD, NY' 11901 PO BOX 914 NATURAL r , 1901.44' (DEED) w. CUTCHOGUE, NY 11935 \•/ ( 1904.80' (ACTUAL) S38'30'50"E (DEED) UNIT TYPE A' (TYP.) PROPOSED Ln _ .._......... ._ _ _...___. ,� _ _ ... NATURE TRAIL S38'24'20"E (ACTUAL) " AREA TO REMAIN NATURAL 1000-102-'1-23.1 _ - NOW/FORMERLY OF '• .. •„�,,,,,,,. � CHARLES & JEAT ZAHRA ; „ 5n' BUFFER LA PO BOX 11137` _. .....,__. .. MAT11TJCK NY, 11952 3. Z 7@UILC)1 n �� PROPOSED PATIO I 1000-102-1-4.6 � sir_ CFTRACK �+� NOW/FORMERLY OF W 1s 14 12 G Q LOCATED WITHIN ROY & DEBRA LEBEL N . - 23 a 2, a e e B e a LA SETBACK"TO BE 1755 EVERGREEN DRIVE N z6 2! e s 19 N _..._._........... _.......,._,_....., � ' e 70 FLUSH W/ GRADE , ' CUTCHOGUE, NY 11935 rn `� 7 36 '° e B a e B e B e B B a e e AND NOT COVERED ro y LA 38 B B 32 31 B .... ........_..W.,...,....-...... ......._..,., ._.,_ ... ........ ......... O+ � 3 34 e I e O �O ' �� w � � • O I AO,oO W 4 4 a i � � S37'04'40"E . ., .. 2768' -1 (n O _ / ✓\' - 1rttltSlr N1O `l� c0 O N rrrrruu �` LA c� o a ri nrntnr o cn ; m LA LA cn 00 M , Z I r 00-102-8-2 1000-102-1-4.7 c� �► ... 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I NOW/FORMERLY OF The Heritageat NOW/FORMERLY OF rb „ LA >' VINCENT & RUTH URWAND n N; 75' ROMAN CATHOLIC CHURCH OF o �jH .' THE SACRED HEART 1650 EVERGREEN DRIVE O ^`P I 0 3 C u tc h o g u e CUTCHOGUE, NY 11935 � �� �, L0 102 } Z I e ,A, ,00 97 A A 93 A e 90 87 A A e A A e A e 9 e A A Cutchogue, New York Town of Southold unrfltl nnu LIMIT OF AREA TO REMAIN •� No. Revision Date Appvd. w . NATURAL ' 6 TOWN REVISIONS 1/3/17 AVL LA P 1 5 TOWN REQUIRED PLAN MEMO 10/19/16 AVL ND LA µ 4 SCDHS SUB./TOWN FINDING STATEMENT 10/7/16 AVL a 104 105 e e ,O9 770 ,11 115 11fi „7 1A e 1 A � 1000-102-1-3.4 �> 8ro 'A A A +A +A t0A9 A A A 1A ,7n3 „4 A A A 1A -� IM 3 REVISED PHASING PLAN 8/19/16 AVL NOW/FORMERLY OF A 2 FEIS SUBMISSION 5/20/16 AVL DIBOURGHESE COSTELLO, LLC `V 17150 CR 48 z ,f EMERGENCY ACCESS ROAD GRASSED r Ui 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL PO BOX 957 N o AREA WITH LOAD BEARING ,. ' UNIT TYPE A' (TYP.) Designed b CUTCHOGUE, NY 11935 I SUB-SURFACE (SEE DETAIL) 9 v checked by L6 W _ LA 75' BUILDING SETBACK I d f o o 0' BUFFER AREA TOJoer r ? ssue or Date o 74.1' REMAIN July 10, 2015 NATURAL _ N36'54 20 W w J _ DEED) Not Approved for Construction (ACTPRO I I I IN '111,11 wooUAL) 2009.22' I -CONNECT EMERGENCY , q PROPOSED i (A CRASH GATE ACCESS TO EXISTING I ROAD, ACCESS ROAD 10 (SEE DETAIL) 1 i o f _} _,.....,i I I iq TO BE INSTALLED TO EXISTING PAVEMENT i 1000-102-8-26 1000-102-8-28 1000-102-8-29 1000-102-8-30 • • r...-. .__ .. ' �C i EDGE 1000-102-8-241000-102-8-25RMERL 0 U, m- 1000-102-8-22 1000-102-8-27 NOW/FORMERLY OF NOW/FORMERLY OF NOW/FO Y F I NOW FORMERLY OF NOW/FORMERLY OF . ZORA SORMELEY c NOW/FORMERLY OF NOW/FORMERLY OF WADE HUBSCHMtTT -.NOW FORMERLY OF WILLIAM.& VIVIAN VELEZ LINDA COOK _ _ 1000-102-8-23 PATRICK,& LESLIE CASEY WADE HUBSCHMITT / 2060 HIGHLAND ROAD 1850 HIGHLAND ROAD t 209=50 28TH AVENUE i JENNIFER & THOMAS FOSTER I 31, MARTHA STREET CYNTHIA LAKE i I 2890 HIGHLAND ROAD I 31 MARTHA STREET CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 I f BAYSIDE,;NY 11360 # I PO BOX 1035 NOW/FORMERLY OF CUTCHOGUE, NY 11935 FREEPORT, NY 1'[520 ___, IHIGHLAND ROAD FREEPORT, NY 11520 _... 2270 0 1 CUTCHOGUE, NY 11935 1 I DAVID & DONNA COOK CUTCHOGUE, NY 11935 I- M,......... 3050 HIGHLAND ROAD', CD ! 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PROPOSED HYDRANT, Z EMERGENCY ACCESS ROAD ROAD TO BE r" o t_1 o AT HYDRANT (TYP) GRASSED AREA WITH LOAD WIDENED TO 26 FT. 1 DEIS REVISIONS SMP NOTES) 10/21/15 AVL 0 S Designed by Checked by N Oct I BEARING SUB-SURFACE AT HYDRANT (TYP) 0 (I o r (SEE DETAIL) Issued for Date - - — — — — — — — — — — — — — — — — — — July 10, 2015 U 75' BUILDING SETBACK LA I — — — — — — — — — — — 50' BUFFER — — — — — — — — Not Approved for Construction I EXISTING CHAIN LINK FENCE TO o AREA TO REMAIN NATURAL BE REMOVED PRO ED CRASH GATE AREA TO REMAIN NATURAL (SEE D TAIL) w 0.1 J S, vT f I T , J .0._..._®sem -,�,__—_. __,_K_.-= : ...ot _..__f�»�„ __�,� _ � _— ..._.> --� � i i / { a _ ._ LJ -R5-1 � 3 € j �...{ N N36'54'20"W € R5-11 O j € t Drawing Number ( CONNECT EMERGENCY ACCESS 3 I N N TO EXISTING ROAD, ACCESS r ROAD TO BE INSTALLED TO o ( q EXISTING PAVEMENT EDGE { I Ps�j�,� u7 ��y s ,��" ALO V, T j Lm2el O 40 0 40 80 4rn� � Sheet of T SCALE IN FEET � ' 3 23 o j -, Co FESStO� `i'y Project Number Q 29305.00 11 P \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cod\ld\Plclnset\29305.00-LM.dwg E 0 > + 1901.44' (DEED) 1904.80' (ACTUAL) (0 U U Ln Ln AREA TO REMAIN NATURAL LA LA CP LA Ln 9 PROPOSED MULCHED NATURE TRAIL 0." ------------- (TO BE ROUTED AROUND EXISTING TREES WITHIN NATURAL AREA) Engineering, Surveying & Landscape Architecture, PC dF ............. ....... 100 Motor Parkway 75' BUILDING SETBACK PROPOSED Suite 135 COVERED :F 12' PROPOSED'PATIO 14' x 20' Hauppauge, NY 11788 \ PATIO (TYP.) 631.787.3400 12' o 12' SETBACK TO BE 12' 14.4' LOCATED VIITHIN 12' 15 14 12 11 FLUSH W/ GRADE .............. ............................. 16 B 13 LA AND NOT COVERED B (k a B 22 B 23 21 19 rr B B 10 DB B B 18 B 17 B B EXISTING CHAIN 04 R7-1 8 LINK FENCE TO O N38' -Z ......... f5. t REMAIN % S37*04'40"E 273.68' . 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UNIT547W8 30.g `w '.: :: r,', D FOR WORK W1hIIN THE RIGHTS OF WAY SEE OFF SITE FFE.33.13 FFE 297 4 .,'••""e" N 'i;t'+i. 1 \\vhb\prof\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Plonset\29305.00_GD.dwg iW O 4 -0 z 1. Ir�J-1 t , I ­ 005 1 y> ISYSTEM H DW I M M , / , I L - -_ R=29.00 , ' `�- _ - I r �,.-, j,- ,, �'; r I I [ -!S r �,- „ E ~` �` ,`, S38 30 50"E EE ) / 1. Engineering, Surveying & �11- #' (p p ............."....,, _- ".. , ya.. , _ < ,, `\ ., , x! . . ",.. , f , . _ < Landscape Architecture PC , � ` _ , _../ S38'24'20 E ACTUAL) p I t < "a\, \. , "..,,, ' ' , _ f. .. ,: ,-,(* � . , _` Motor Parkway _, 11 - a - , f . 1. , f_� SYSTEM I DW R 28.50 ' ,a F .. \,.. ;'.;' ,"" y • , , . , 1. ,' Suite 135 " -, i •..-....,. , r,, , ' ,,. I I'll.'✓"F,'a�. :',</fd i.') 3 sf/' �'FFd' °FF rfrr„'fr' r'< if.<r'ffrfff J , + k f I " 11 "/ ' ; ,/f' /f!/° �f/f'f .�}13"P �, ,` 11 '+`Frf{','.'lfF,'/>'//Ffff.!.�ffffffFFf _A-• , , {>� Hauppauge, NY 11788 �,.. „» .f/,..F,,, , � 1 22 :;�', fr✓Fr✓. rf ' r//f',-,`°< /.°r`ff{/f✓frf Ff, ><, ` " , ; "< 29 �' '1"' fF%i<l.Ff lir , /JfIJ'`� I E ;'i \ :/Jf'sr.- frr'frfffff/ff... ,',sf 29.90 30.75 fFrffFffffff/ffffFfFF/" \ "',' .,F ,.< %Flff%,f;. / 0r>r irr, g " 631.787.3400 } '•frf//I/ /.r /r,i F FFffff ffF%ff.<rffJFf/F 1 >/ '/ff 2 w� p '�' i ffr/Fri` fti` x ...� �� !" ,ffrf' ' 29 13 _. `�O ® 30 . ,,r 1 . , f• fl1ii 1 31 < R=30.50 ` O ff \.._.moi-30 12 ��� ',�/3=_�,- _' �'��! 1, I ® ' H1 ® H2 �'��"�� ' 30 / ,« 2 �` ' 0. / 3 ',�_ ` cWo cW0 11 - ''� "'t 1°{' ��..'^tea I /f I I � � N N ` r -- �� _ �' �, 3 33 [ i a I 32.90 �a, X 32.20 a '� r' ;,� Jff ' O, 2 g r I 33.7W x - 32.14 32.90 f I/ `� d�-� .R 32.14 I co , _f7--1--� "I , o O=' m -. �, '' O 33 1 1.95 31.95 31.60 31.60 ' 2.00 1. 31.10 I, "" ' 33.4 1 UNIT 22e�21 " «- ZI ; o 1 32.fi o UNIT 2 23 ,-. .' y o f r 32.60 Q, I _ _. " FFE = 33.85 n "° F ' / _, !y, 33.40 c� UNIT 2 e�25 33.09 I GFE = 33.30 UNIT 20 2 95 ( 33.4 c o / _ �� „j UNIT 029 827 I - 32.55 31.70 = 32.64 32.20 FFE - UNIT 1817 / _ -` \ _, w -.,, ,�.. 32.20 I U EIT 32.90 GFE = 32.00 2.40 , GFE - 2.40 t ,~ - 32.05 FFE I , / � ,s I - GFE - UNIT 3635 2.3 2.20 . I GF 34610 GFE - 32.35 15 \. 31.80 '' $32.20 o FFE / .� { 31.80 31.90 _.. 4 _ - 2.10 31.40 � GF = 31.50 31 / ` ` 05 2 _._.- FFE = 33.55 �,3 ,. '" ' '•.UNIT3 x31 �4 ," 3120; ~ . { ti 33.40 8 \5' o ,. , / S \J\�, 3A p GFE 33.00 ' ". FFE = 34.15 33.80 " 518 4'0MH 3' S17 4'aMH 1. 3 - 2 3 F � U 6 2.70 _ 32.90 I 31.2 R= o R=3263 3 30 / I s FE 33 UNIT 3 X33 I GFE - 33.60 33.50 I S20 c6 r %'' f cb FFE ' FFE = 3.15 R=30.15 " - ' o N r r .15 ,. / G 33.0 32.80 32.801 3,6 .10 2 1.2 _ / I t f , l ,. 2 C .... � : . J •, ,., F 2.25 GFE = 2.60 - 3 I �: 2 �; 2 32.1 �x 3 N ° 3 0 � _ f x 33.30 L11 a' 0 32.50 32.80 x 31 60 31 60 3 4 3 .10, 3 ,,, '1 32. •0. x �/ R=29.90 B 3 K 33.7 I 3 .15 31.9 x - ,. 31.80 x.. 32. 4". r 00 I' , / ,-°`'"` � 2.40 31. 0 RD-•- _ 32. 0 / \ 33.2 R=31.50 I 3.70 I _ 32.89 32.86 33,40 33.90, x 3 .15 31. 11\ 2.60 i 32.60 x 33.90 - p- AD 32.18 32.42 , , fx 31.10 31. 0 /:' ✓ 1 ,F -y, / �':. 32.80 X ,I p- 5� ,4 R= 31.10 ,,qq ,/ /. �, 33.35 - - 32.80 L9 ce 1 2.60 33.40 x 3 .51 ® 31 8 -31. 9 �R�30 3283 ` 17 " f 30 5 30,,7.. _ RD -- J f f f \ 3.40 D = _ 33 7 x .. t 32 6 p / `s"• ° 3.40 N R-30.80 33.40 , ® 33 30.84 30.77 31 8 32 09 _R=31.2,5 Rw 30. 9 30.42 �. `k` r / ,,,-"''` r 33.20 1. 5 - x 31x35 31 86 _ _ .. .L_:-___ - _ _ - =f-- - _ SI-_:4 lx 7 -30.25 32 r 32 3 31.53 32 32.2 X 3 1 DW 33.34 "3 18 R=31,50.- _- - - ._-_'-C_:"._ - --I - -I• - � 31.54 x x N 32.40 f �-�, _ _', - ,y�i h 33.5 3.1 x AD 32 R=33.00 0 __ -- - - - - 10+DO f _ .•-., 30.26 30.09 ll: r-_ - -- rL O 3 31. 2 2 32.40 "v' x , a____... - + - - �� 3 11+00 .._32 9f -..._. " :f \ Jt p a '� 32.60 R� 32.10 3278 - - m , o �1/ P 'b may` V',', 12+0 32 -� _ 8 ,_ s/ R=29.75 - - - ^� ^�' x -�_- 31. Q 31.36 31.66 ,5. 'S,3+00 , 1 Fy-- F ` ��/^� 33.3 ® 32.85 /' -' 1'.5`1 JO " -__� g2 351 4+60 'S ' -' HP _ 8+ ��_ , i _= x r. ^o �-'�`� 31x30 _ ,� 3 :....... � r f F w 1.03 :::. I (, h �^� � � ,� is+77.74 -31.75 .�--�""" 3.:. _. ..., .... � -:::.32°:::: ;.o.X..' . 3? I ,I r3 2. 11 'y 1.03 .. �� t 1 ^� ��, .. 1-1 r 3.30 33.50 O�/,� _ _ 0 HP = 11+93.3 TC 31.48 2 i _..._ �• 3 I „ , 3`�`1 -,.��__ _ i - X32 15k r 14.--.001. ® c���' S19 c6 I I 30.7 BC 31.15 *_ -RD - _ . 33. '.... 33.65 sr -RD R=30.51 BC 318 N - _ 7 ,33 ,_ 51 3 M _.. 0 I--- x 2.S : M 11 - F o 33.50 O S L10 ce \. ,. R 33105 0 , e'' r, I '� 33.20 x0 = ,:, 'p--- , �� i R 30.80 32 � 01 1..2 �'.. - r 33.15 M o f 35 4 00 -_.._. ._ - ,.- 1 4 6 ' 11 If / f x r �D 0 3\ 7 °f J11, R-30.85 }. N � `r'!+ ^o SYSTEM J DW i I D` 3 0 32.82 , �f �� ti !) J$� ~' ' r, ,, x0,r' 3 ). o N _ R=VARIES ;r5 { 32�j-..` �j� a / f! c� -n C J - , f f` 2 90 �. ® 29 4.43x 35.16 °' -^? S15 ce �,, r ... y '(; � m r ' -1i� 4 76 U Uri . Y �' �1 R=31.08 N ' P y�. , M 3 i A ?1 SYSTEM 0 DW ' 1 LP �f r."' 33. �� � � - 6 ,r _ _ . _.. . ._..._.,...' !." ,A 11 , , /, 1.' / 32 1 i. ,' 1. W II Il r ,I R=VARIES j 3 W t�D, r' 6+5 .02 ./ , .� .,\ f 41 �� 4 f _ 1 N .i 17+87.LO C) 1s 6 Z Lw Lw \�,� (P O CA t ® ,f 31.2 C I y,: 33.28 ', L� 812 . ". O x ✓ _ ' 4 93 3 - aF _- ,rr to x 2 t 3 R_ , c0 � t 11 J J2 t I cvr't� /.. = 50 1. + W ,/ -26.50 32.40 R a. 9. R= 0.00 4 '* 3.10 L =33.50 M 1'00 R 28 -N 2 20 3 � BOT. �, H WL 07 t a` / / ; 7 •f I.. 34.9P 35.00 _. ,._,-.-....,"_.. _. .."... _ S16 ce F s ,,,W - / r ` / e, w , "1 ' 11-1 / _ Z w .,' 14 F ' ✓ i -1 { 23 , ®: _ i. 34.80 ' . 5D . p F 32 e �' t 8 _. , R-2 .50 x " "_ 32.45 ,,. �� X ... ,: � 34.96 - .. ................... . .. . 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R= 0 90 ® 2.25 G +u' S14 4'+oMH 32 90 x 3 .- �4 59x -. ._, T2 R=31.92 , LP 310 32.9 ,r N rn :// �-• j % 34.61 �� cP s w , ® J3 e- .r RO- LP 34.92 P1 4'0MH tr ? 32 P R=30.50 co 0 32.90 is+17.82 ti°' � 34.81 M R=30.25 �� a' 's" �, -11 S 2.9 32.0o L7 cB 34,40x1 I 0 ",, �- ", R=33.05 A31 34.77 'Co ^ 1.6 31.30 v' �' `�? e n m ''� 2.98 3.18 R1 31.78C8 1 `, y� 0 31.3Q x - �r,�? _-_ _-- _ '� �v 32.23 'r " a, O 41 % i 34.81 �n^o M� r` � . ` (S` R=31 255 x - ._� '� S 9Q 13 \ _ "- r 3 a'0MH ' ham = �' 32.45 / +� \ . , / ' 11 30- ___ " - _. � � / ,,2 11 33.1 R=33.15 W 2�v « k r i n TC ^4 32 0 9 ,- „ - \� - 50 31 /' ` - 4 1. 11 1 r '""' _s- 1, \\ rA 51 , mM � / ,; �' L4 ce ® R-32.08 H 3 i/ BC 3'I 13 1X B 10 6? J � 33 �� � 2 SxL.18 0. „'y 40 /, ' ..� � 33.18 R=31.14 L13 A� '`� , �• 05 �2 S •' 32 ,' F. w c�,�W R=28.50 1 . , " r �" / \ R=30.50 \ 2.55 .33.10 B� Sx a+ss.4 f` w u 1 33. } 4 uo � ? 32.25 D (p 4 0 31 50 = 0 (,i N x _ ` ra� 5ti -,- . _..... _ ' - 331 __-____..._ ,r No � ?g 3 3410 •,, ,. R 315 _ C 33.18 32.9 0 1 + `� 3.87 0�. I' /r','' 0 ` 32 4, �' �'.� _ �? ...•,-,-., ... 'f 11 ® ; W t ' x :34.20 p 34 /P-- :31:45 a -- -RD-- // '' DO 32.90 I G 32.90 32 f tij^J �� u'� HP 3.31 33.64 4.20` \ / '�i --RD- � '�, ,(• 4,/ ' _ 4+Q0 6 `, _ r' 1 20+45. L t �`� � - 3287 -31.50 3T i O r \ ' 3.30 �3 L8 CB `' N w ;'�`� / 2.9 5 E ., I `.. ". ;',.� �.. � -�:..: � � 210 1 / 31.36 ! 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D 33. s ` 'o, F \ S G R . _'- F 32.15 _ :ht:` �:r' ti `','. 11 N 33.33 .'- .- D•.. ^� .../- 33.25 � 1 ,,r �» 2.90.._5 - < e $- �' 32.22 _ 1 - 8 50 GFE _ 33.8 UP \ 33.70 x 32.38 x _ „ 3 .45 3 2 . 3 zca 5 .r ,„>r \ 32.22 ,,, "F f 32.90 w v' 2.18 32.38 , 8: } ,. F f, r ` ('' � 1 M 32A2 I: 0 32.0 2.02 � ff �1, ,�'� r �-t I...: EN �N 4 1.25 31.25 ® 2 ,.� 3330 /' 1 1 / c w "� �,+ L5 CB 33.15 - 1 F ! s �p Via, r' R=31.ta ' - f 0429.00 Sm_ 4- 1.455 3� / J :'F`, F 4 34.00 G , 1' /, I . o N r 32 32.22 y2 _ = -1 °' 1''- r 4 `�. 1 \.� M I 3 2 d/ 22 y�� E � � � p°� E'. _j- ..,.,,....fi �-- R ,�.�.. r ! :� •,�.• ,t ,; f � " \"Q. V1�\� g GF ' /y R I-.` i 1, � 3� ,1 f }; 2.0 ,� ,'33 3'5 co 1 - lT 32.38 132.1 1 F fE ; g �5 33A ,M r' O D' Y � } \` 32.90 ' 25I - r 32.22 32.10 r' n i!; : ".'I'' w r iM -T t ` ' ti r, M 3 32.20 UNITS 49x50 ,. x UNITS 47 48 - - ,;:.. L. - 3 �' _J 1,1# 1 - 0.2 , t. x�.- j � 0 � "r '/ 0 i, I a FFE 32.97 . 11 R 3 5 I r ` ;� s�. �T r o M �! I " D FFE 33.13 M x r � f 5 R "�` E 2 _ '" N r` rj SYSTEM P DW %,' SYSTEM K DW rf ,' 33 ` GF = 3 .58 GFE - 32.42 2 �r"� R=28.50 " ) w 30 R=29.50 r I / V :. .� ' d 0 31 1.0 I - p5 �, r,, w ';' 31.25 /'--' , 1 b ` _ 5 �, J 32 32.18 5 '4 �.. S37'13 30 E (DEED) i 32.18 , '�P x p a.. w i. N ,., " / , -i S3T04'30"E (ACTUAL) 221.47' ;' , : rf ` �R=29.50 „ M1 ce �ti - P 4 0M 1 ® 31 1 ;' u? f 31 25 31 25 11 ,. 4 H 31 �) - I CO _ r 7 _ R=29.85 { " R=31.63 J i 30 I 32 . } - p r ® I - _. - _ r W °° K2 LP I % SYSTEM ' 'y 2 +77.61 � 1 -. -,> -. 0 N1 R=28.50 d , r. / �r 31.87 � 31 .° 111"-111 � , �_ P> r w. / �' / . . „ / „ . .. . 31 F �S y ` " 1. �111 u ' (� „ f 1� ., r. q , / �^ r 3p w,. 11 r / R �31 63 ®M3 ® M4 ` 31.50 f ;; SYSTEM N DW 3D ; 1' .; ;S<> S .. y r r -!� 3� = 90 30 / 4 . f.. ,' i, }i t ? �'?{ 1rr? r- �6,' ,,-r'>x` .1: '- ). �{ 11 x ,, :. J ,.r v - , .. p, � tN i`, s � o •� 31 32 K1 N ® .. > I--,'r N 31 Q6 \, `.,� ,•� 4.�t x � ' ,� Q1 ® Q3 29 Q ®� r" ;,_ 30 ,,, ;V.. �, SYSTEM M DW ® ® ® 1 .. 31 . r' g „ r _ - 4 N R=30.25 /' /�. ` �'31 ,5 -�-► / f 32 :: ,�/ 32 0°' 3 / 1p I #� p C C� � � �1 .,,. .:.. ,"BEd 'i' .....� ..'�` e... ..., .�.., -'I#tt., r .Ies ..:�. «.. �° qty j . t r'-.° - - p+ '" .. �'� r;`.1#1:gA?t. 20\ a S-,..dim .Y ,l \.:,, g fid;.`.`•w.`ae }..:,eY _. ..,.«.» ..>..wR;``1, .w. tG' tee. ... �`a"»�...,..°..,� „„,. Li"i ' / 4, `"-'� _Q f w. I,.11 ,y :�` '4 «... --t:a. 34 TC 32.13 ...,. • '�� i --- ^� <_ • ( O 10 cv 0 1.94 co17 __, - -\\\/ 33 yh �, . ♦ 4.53 co [ ` BC 31.80 O 30 3 ;� I I N o x3 ,.:/ 31.94 34--' - ~ CO a o � .,�� ,.. � I I 34 �` � k ;. 34.53 33 SC 32.10 'S m., t _-. ,y LO E co r , ° °° ' - I Y u� ,",. D co „ cod 34.20 c `` 30.75 co K ut11o1dTown Z I UNIT 102 , , -. i 20 r, 34.73 .t 33.3 co �� ® o UNIT 92 30.55 UN T 91 R So 30 35 co ' 0 34. ,. I 33.39 ; , �, RD 30.7 33.30 PlannincJ Goan 0 33 3 FFE = 32.89 f UNIT 101 I x - UNIT 96 UNIT 95 I 20 C25 I 30.35 = 32.55 FFE = 32.55 N U' co gm- - UNIT 97 FFE = 35.48 0 33.59 GFE = 32.30 30.95 UNIT 8� I ' 11 I GFE= 2 34,' 32.14 FFE = 32.89 IUNIT 100 \,f;; 34.10 FFE = 35.15 = FF = 35.48 I UNIT 93 I 31.75 R=3 GFE = 32.30 FFE = 31.70 UNIT 8$ 30.50 UNIT 87 33.10 The H e r�to eat 1'�5 FE 34.93 0 30,5 " p- GFE = 32.34 o FFE = 35.15 UNIT 99 UNIT 98 = 34.9 b UNIT 9)4 FF = 34.34 I< GFE = 31. FFE = 31.70 FFE = 34.25 = 34.25 x I I \ a , . GFE = 34.6 ' , GFE 3 9 0 o FF r ® ® 305 G < FE = 34.60 FFE = 35.15 FFE = 35.15 , 10� '``' FFE = 3 4 `✓ = 33.7 C7 ce GF = 31.15 - `, 32.14 " -. ce -, ,.. ." , 4 - _,. _'` q ... G x C4 ce R=2e.et DW - 3 = 33.70 Cutch A14 32.14 D A2 ce GFE = 34.60 I GFE = 34.60 D = 3i •79 C1 Ce 24 SO. 0 R=30.65 o R=29.50 , 34 . 11 / �. 31.94 31.9 I o `E R=32.58 "• 34.53 ... R=32.90 RD FE R=3t.7o ( R 31.45 R=31 0 - AD "' R Nj 1 o g u e FE 3 _ =30.1 x : .:'. `-RD- I 2.14 R=32.2a 34»15 0 y, v, x'"' ' 34.73 34.53 Y �,..r C10 ( D i ® t' 32.14 x W M 30.55 30.55 , 30.95 I I11 I.:,, , + ` 31.38 1L DW 'P� 34.20 N ,,f x,' ^`V S'� R=29.50 - - 30.35 ® 30.75 i 9. 5 0=31.32 AA 33.3 R=29.75 ' r 34.73 I 4.73 ^� I 33.3 ® r 0.35 '' 0 33.50 x R=30.5 J � - 34.40 �- I I 34.40 �^ ' I DW - 34:73 3.39 33.59 0 -RD• �- 30.55 - 30.95 30.95 30• 33.30 3.50 33.50 x CUtChOgUe, New York C2 23 D--- o A �° �R - p LP =32.90 D - pyy C8 -- ''' A - - 1 p.._ - Town of Southold x, 34.40 � 33.59 '7 33 29 7 - - ` � - R . ® 31.05x •, 4 R 34 ">r 34.40 4 3 3428 ® ` R=31.25 R=3 0 ® 3p 29 47 33.50 \ pp4"I w `,., - A13 R=30.6 33 =33.2 - - ...- - , =32.5 / H.� 05 3 3 3 8 34 -� -- =32.5 1. _ skc�� R-31.50 3\ - r7 12+842. x D_ 33 ® - 29. 3 SY R=28.81 R-29.8 1. 32 331-7 TC 3183 . 3 0, 33.43 34. 5 3 »91 33. 8 x x R-32.50 3 . 6 32.49 ® 29. 8 30. 5 3 .46 33. 6 �'_ 1 R=32. 0 No. Revision D .. 9. ate A vd. . , P 33.85 pp 33.80 - 29. r.. 811 . 8 3 6 . 9 .,, ."• :... ..... .... ...... 33' 3 33' 5 3 1.25 .' ,. . .. 2 3 5 .:.:',.,..',., .'. ..'. .�.'.'.' '.'.. .'.','.' • '.'. ' BC 31.50 .2 .. �' '.. 3 i 331(8 •. . .. . :... . .... . . . .. 1 40 . . . . .. . HP - A3 MH , 30.900 33x42 DW 21+95.48 `� R=32.50 34.38 s 3 . 6 3 . 6 D x x x C22 g?�� 1 _ x x x x 1/3/17 AVL 33.48 ^85 k 3 3283 32.06�� 3 R=30.75 „�_- 2 29»25 29.45 9^.B'L� 32 03 32.63 6 TOWN REVISIONS i R=31.90 _ n3 �rL .5 '� R-3 .550 34-"0 0 `fig s.�� 'S� - - - - /- St .� _? ..._.._s.._ 7 _._ _ O 40MH - - -- - - - - _. _.�._ _.. __ 'S 'S'� _-- - ­_--.-- �jt 5 TOWN REQUIRED PLAN MEMO 10/19/16 AVL TC 32.53 ? Z _ - -:.-�.. ___ 234 IIII _ .22+0 - - -I - _- -t- - - - T - ---�- - - C2 ce - - + - - - +- - - T - - - - f- - - - - }� o BC 32.20 f,. ~( o _ �-- - --F- - __ I 82 0 m' 21+00 R-. 32.58 20+00 18+00 R=31.70 17+0 16+ 14+00 30.16 30»75 13 1 0032 87 R=30.50 4 SCDHS SUB./TOWN FINDING STATEMENT 10/7/16 AVL V-) .." p Q ___... ,w�\_ _ _.___.__ 31.9 X 3X54 31 3X22 3X79 -q _ x30 X82 31. 33.47 L6 f lhiFEU�iT - 1 _ `_- 3 .69 x x 33 34 33 a HYD . 30 A >t 3 REVISED PHASING PLAN 8/19/16 AVL r i " CSV t�t_L - 5 32 32.26 32.87 < , 34.84 $.5 _ r e - 33.12 3X2 33.66 33.15 3L49 31.02 _- _ -- 30.49 _ 31_08 _% 531 ; 33.20 f 33.80 qq AD D D 2 X D A _ _ R r GRPf TFR R=30.60 t _ x. AD .; x.. ,,,•, 33, R- 0 ARD- ® - x _' 31.95 30.5 31 9 1 3 2 FEIS SUBMISSION 5/20/16 AVL 33 3 qq 33 , 1, v' 33 R-32.1 R - R=32.50 34.85 -R /I R=34.0 34.05 D R 29. 4 9.14 ti°' A = _ 28.50 o �2 N r, TC 31.83 x 33.18 - - --�c x. 34.08 34.08 31.75 ( 31.95 , D- - - p 3 p -- 3 30.7 31.5 �; - ,-= 34.20 N h1AIN BC 31.50 -� 33.18 -�-'RD 35.05 R 34.85 34.05 =32.9 34.05 R=32.2 ® I 31.95 ' R=28.50 RD x-- 31.50 I;� 3 .50 31.30 o x 3420 I `' ``,� 33.18 33.18 32.9 35.05 35.05 {' -RD 34.08 ,:, pW T iZD rz-. 30.10 30.10 31.50 I C9 ce 34.20 0 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL i Al CB 35.05 62 CB 3 .05 o C3 MH R=31.32 OW d' #< 2.98 h B3 4'OMH 33.85 33.85 3»88 R=30.50 \ 31.75 30.10 0 30.10 '�. 'RD- 31.30 R=30.75 I 4.00 Designed b Checked b p ! R=32.24 f ^7 _ R=32.58 _ - 50 (� 9 Y Y - '._- I'll R-32.50 311; . UNIT 110 0� �' 33 I N R=28. t t ° i ,'` 32.90 �' UNIT 105 ,.' 0 3 .50 UNIT 111 N p_, 31.50 0 UN .25 ... b UNIT 104 - ( C6 ce 29.9 UNIT 116 UNIT 117 ,", ' a UNIT 103 - x I ;` ; FFE = 35.80 UNIT 109 E 34.83 0 FFE = 32.70 31.95 f` ", R=28.61 UNIT 115 x FFE 34:95" E R 30.53 31 A6 FFE = 33.93 FFE = 33.93 I GFE = 35.25 l UNIT 106 UNIT 107 I x 33.50 GFE = 34.28 / FFE � 32.25 j GFE = 32.15 y 4 2Q Issued for Date C R=30.60 GFE = 33.38 35.05 - FFE _ 35.80 i t FFE = 34.83 UNIT 112 ;'.-- I UNIT 113 31.20 FFE = 32.25 GFE 31.70 I GFE = 34.40.', .. �C GFE ® FE l 33.38 '33.18 _ - _ 34.08 _ _ 30.10 GFE = 31.70 I'. July 10 2015 I =-RD GFE = 35.25 GFE _ 34:85 34.0 I T 108 7 GFE - 34.28 t `;,' FFE = 32.70 FFE - 30.85 NIT 114 ! r' _ ' T f I UNI I - 0 t ?g Rp x x I S 5 FFE 34.80 co GFE GFE = 30.30 ;�" , -a ; & , ;A7 X 32.98 " 34.85 . D- GFE _ D_5 j 33.8 31.75 QA p 29.25 _ 31, x" ` - ' 34. 5 FFE 30.85 a) I."'l s, �. 32.98 � co f , � � 33 85 � co �33 8 � co I c €,' 31.75 r' GFE = 1.30 � � ,.y I _.. ° 4.00 co f 1 29'90 1 Not Approved for Construction 33. 5 t I t, 31 ~ g1 k -0 r'" z ® ?g .4 !/' 29,0 i. / 32 I t ®t f t a _ 1 i Al2 ® r' 4 ,, , 3 Ln r �:, I N o ;.. yw i•; R=31.00 Y.. -111 �., w, a - _ _ n . 1 s f •a°-0 r�i_ o i 20, v _ tea _ i 29 - �»_' - ` 3 1. Ah Is Am �. ..b_ 1. _.,"' , - AS -- r` J ° m { w,-' C 8 (0 ®r ', C R=29.10 C`0 ",•: `� C .f 7f _ `� 40 1 ?6 ?9r __.. ® 32.75 ®B4 t. B5 32 6 32.50 € r ® i. ® C12 ® 11 ®C14 C13 i g'v (� p1 11 ;',.1;1 I` 5 z t ® . • i _ , ?� ?8. 01130.10 ``-f ' - r-., ,w.-,f_,A," '.,, l 31 29 30` O 31 Li 111 1. A9 ,�' 33 32 32 Q SYSTEMA DW ® 34 3133 32 r 1 el w. . .,I 11, 11 ?f 33-�- R=28.8011 I A10111 11 ,,, " , R=29.00 4. _ 11 ti t. �� r' ♦ d S - I . 11 / o -' ~•. ,. \ • _ ,% , , / w....._. i t r r7 ;, Drawing Number ,i ° s `s ,. ; w ` t t` 11 l S t ._.. / !� - ..,r, 4 t (f 1. 5.,•#,d:il ,_,, -'s, \\ " O tie • - / s ( j r,,,.,_m ._„...., ! `ti./'..,/ ` ,',Z,,,::,.,,, \ -.., w..,r 11 I d , ` ,, /f/ 0 t f > - _.. -, t ' f, i r _�" SYSTEM C DW f \ ,t �;,��,:t�F:�Y,6p--_-,� •p ` f ; i ," - I -;�' ` i t s •.i" R=28.75 ( / I. '*'g.n..r'". `.. f. FAQ �/ /1`'x t gr i N36'S4 20"IN ;d „ . _ ,` 11 1 p, _ ['a _ V 11. ,, SYSTEM B DW '� , IIE,' , 11, R=31.60 -..... .� r � � f.\ \ , _._._..__. __._ "__,_ I I =tom C? \ \ Shef I ,_ ......_.... _. .. _ ,,. et o r"1 \ t ", a`, r, I I �. ,; - . 6 23 j 40 0 40 80 - r r,V `+,�b 810%A Project Number co SCALE IN FEET 29305.00 11 1Ii � -- -- - I , \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\ccd\ld\Planset\29305.00 GD.dwg 1; I E : z I 0 �4 !, ; � I " 4 � � I 4 1 � = i ; -1 > I Illl.11llllllll� -, 1 ,1, - 11 i i-,- -­-­ I � . , - , I . � ,---,-,.---- -----------..,..--. z i I � I I . I ! 1, I � � I I ' '(", C --.----- I'll I / I ,I r ," ( \ - - I , , . . , � \ � 11 --,--1--.1.-,.1-...11 .� : ,\ ---. - + .....I-- ---.- ..-._ 11 I "I � I 'I, i i ----, - .11----, . , I ,- , � , / / 1, � - - 1-...1.---l-11.1-1- , '-�' "' " . �- I- '11-111--11 , �� . SYSTEM G DW � 1901.44' (DEED) /� ," ""I ,// � I , .11 1-1 I I ! I -.:---;.-::-......... I- . - . 11 I - " I : - - --- ,,_...- R=28.50 " I , " ,--', I , . . -, -- -.I I -. - --.". ". --- -11, , / ,- � - I .1-1 1-1 "-,-- , -- -.,.-..---, 11 ,-.-", , , / , z I , I" I I I .- ,,', ", /1904.80' (ACTUAL) --- ,- �' ,�r , I I - � --I -.. ..- ---.1.---1-..I .I,-1--.--- / KI (" " , �, I . / I - .. "I- I - 11 I I - -..-......., - � - .- I , � - ".. " ..-1 , , . I I , ----.--,-,fl, 11 - I i 1, 1, ----'* ,- - � 1,". ; J I ip,� 0 , - ..'4 i -I . , . , , , , . i 'L � I " ; �' 11 , 34.90 I -., I I I-l"-� � ; I , I x ,-; I,::� - ,I - ,-,^,: ';, -- . ., ...... - I , , I , -60., : I I-- I , : . , - ,/ il 11 , . 11-1 I ! --,� 1' ;1 I I "I �, � .P- L4 , .. I .1 I , el � I I . I -- -1 11 I 11 � / \ ., , --�. CD 1-.., -- -..........--- r--a N I ,, " -I., , � I- � I . . I - � 't,� --..- / I / i 1 : I , 1� I, � , - " ,%,,- ,-,,,-- " 1� - I -1111" . \1 . , ,*,-,---"" � : I . ,- -C. �I -,--,/- I "- I I , I 11, E6 4'OMH , 11 11 j 0. 0� 1� . : i - . ,�.,.-�,,/-,,-,-,-�-,,,"-I , � -.1 .", -,"%-,"',�, 1-r,fi],fi /// " .--11.1.. I - ,33.25 x `,,� 11 / ,\' I - I \ I 1. '---I-'- 1!p 11 I -,..--.', � ; , Engineering, Surveying & ,-.1-y-1-1-1-1�- - 11 - . I I I I/ --- I .., - 111 ,\ - I I --" I"I R=28.50 1, I , "I.- -- . � I I ,, I ,, � . , I ...�,11,111,111'r , I ,-,�`,-,�i,,����.....�,��, .1 11� I I � ,�1, / � I U U "111111 I'�'' I- Ile , 1�1/ .1 I 11 I 11-1.1 1 �Ivle, -1, " - I I I\ �," : tl I � .1 I t Landscape Architecture, PC ... -,-/,'/e`1 I I � 11 C G2 ""/,�,�,�l,,,,, . I 'e-', ,I I" � I I I I I 4 - / "1111111-, 00"`... I 11 � "�,/" , "" // � G1 '@ - - 1, 111// I ,`V.V 11//// -I'll,, , �,11 I �11e, I I � I I . ! I 1. 1. - 00 -�� , I ✓I I I I � /11X I I . I � � � I ! I 100 Motor Parkway �Ie/�,I "I - ----- �.,//"A,�//"//l - - I/,,/ 11 . . I � � . ,�� ,-. . , -::1 .I I", I '. I I I I !- -I - � I . -/�, . -- --1-7 1 27 , 1, 1 4--W /11/11,�11//Ill�;, I I 1, l:,"'l "I � P ! , ,I.. ....11 ,ee, , ,/ee�, - ; 11 , , I , , , ; / : i ,� //I1//1111/1111 /11/I1I1'//11/// I I I ,/-, I .1 - I I � i , / , , " 1/` - 1, ,, - 29 , � 1 :,- 11, - - ---,---- 1. I - I ; 11 I � Suite 135 7-�.11l/1 , �-- , , -,�, , -----------.--28 - I., . 1, '. ', : / I I . 1% ,-1," ." � 7�,--,",,��;� . --, . � , 1, I 1 I I f .,-30 1 1 "I,," , ,� /111 " 1i ; , . � I I '-,, . . 01,,� -" I , \ -/ r11 n - I � � ; i I 4 i . , I I � � n I -,/ I ,----- -I ,�': 11 ; : n . I ---,-- ----........... ,......"- , , � I ".� . , � 7 - I ,, ; .-� . . ".,"'-,�- , ''"' ,--,-, "'---- I'�---- ....I-.1.---- I -- I I I 11 . - X, ; 11 ---- ,1 29 " I I , ,- I , / �- 31 ��i; - ­- I I I � I � I Hauppauge, NY 11788 - -,-�,-­"', . ,-Q, �, I � � E7 4WH 11 1, -"--1-1 I- ,� -�11 1, . � � , I ,I I, � � � ,_ ' , I - ,-I 11" 11 L 7o, - '. .1 I rl-T - :I - � - , I I 1, - .J. .---- ---,,"'..- I I I I I "�- , -,� / 7 I i .11 - �� I "'-, I , � - � 1� " . , I , , , � I - ;I , /I I I : . � I " --. I . 1�1 I I - - i :��., -- , C�I "I '. - -1 I , " I ! � I I f I I 631.787.3400 i ----I--_-_ _,,,---- . lo- I i ----�-I � ,,, 1 -7-1�,`<� i - I �-r � "I - 1, , - - �,- ''I . I � I -�� 'a ,,,, ! � -I I 1 ---,_-.,--31 -. ; / I--- 24- - \ � i I , I I , : I I I i (I 11. I I I oil ", I 7 . I o� _ - , �', 1, I rn I - »... 11 , ,- I '\ - --. I I 0 ,_1 2...:7-�-,,'- - -�111 - - I-1 I I ,l�0'6) /", - I I.- 1.11 I I ; I ,� 1, � -, I i I - - - -- -- - -Ile- . 1`�11 11 30 11-- J , , ,4 , I 1 ' 7- ) . I �F - CO x e N�1- I 11 r- I ; k I -01 ; .. I T'--'-`-:7- -T--,1**1'- I �- I ; I I e .1 ,, -� ,�- " !, T - 31.80 r , .-,1 30 ,.,", � ,, E : I I . $ '-.� 11 ,I � --- 32.10 .1 , �­ , 1 -- (�'v , � , �- 11- i I I I . 1 32.. 0 � � - 11 32.20 ' � "", - , I --, co 3 . -1-11 . I 1, co I '.. - ,�, I� I'll " 32.14 i ....... - 32.90 1 "", 11�, .. a I.-" I -1 - UNIT 14 13 n . 1 - 1 ? - 31.40 _--1 , ,e�. -,, , , i I I I , ,� "I I , , .:�: - Of �� r-r t- =: 1� I, I --,I, � I ---.1-......- 11 - I I-'.--.---...- .-I-1-I'll 1-11 ---- .. - -I ���--�-- I 11 I-- I. ..1-111-1.1,I---.111-1 I . . , '. I , , - .-I'-. -- - ` ,-�' f�:�:- , - 3,305 , �-4 ", / 1.-,�1- UNIT l ;", ", , lu�, == � I � 1� 1 2.00 "I 31.10 �� I"', - " � - . ,,FFE 32.75' , I I I'll � � 1\ , , I -- 11 ­�1, I I . I -� I --.,, , - G ,- : ,52-50 1 1 1 . / --'v' 11 I I 'Nl 1 4=�23 1 .11- .�: - I - '!-GFE =� 31.40 � 31.10 . 31-90 .11 1 --19 1 . -': ,- J1.11IJ -,- , I .7 - , � 3.09 i , UN,IT 20t*19 ,-, I . - x -'FFE = 31.9b ''I I I 1 ', - , : 32.20 UNIT 22t-*21 , ,_ -�, GFE, I - , FFE = 33.85 1 11 I . � �., I ...- -- --- , i'1 � 11 , JL.UU - . I I - : I ' . I , ; ­- -, I GFE= 33.30-.._. .. -` ' "' I '. -. 1 32.00 , co 1771�11,; ; : I I, 32.64 - .- I - FFE = 52.95 �, I ' 'I-, 31.20 11 I ), x " 32.2 - -, ., I I ,,FUNIT I ,t*17 I -1 I' I : i 3170 1. I I -9 I - 11 - I 1 31.20 ,- . I , -1.1 . , 1, ­ . : 4 140 ,' ,�-- I I -- 11 , I . '1- "I', 31.50 / 'I ,�, 32'34 - 3220 2.10 GFE = 32.40 31.40 ,.-, FE = 32.05 ""1.2 ' Irli, , 1+1- IS11 4'OMH S6 4'mMH H 1, I `*� O,g*g , -1, 11 " ,32.20 GFE = 31.50 3 0 R-30.31 '. 31.51 , I �-J5 1�1 ; : , � I .1 ----.i 1 31.20 , I I., T - 80"', 1 � (l 0, .", � �- ..�-1. 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ILI � , , I 0 \1 . -t - " , . , 32.15 ,9�� I (), .1 1, ,, 32.15 - " ' ?- %, - .. I - A � I �'-1�,-, � I I .1 P3 . +,k/ 0 - ,53.8,5 , " ),,,, ;-..-, UNITS 67<=�,68 -," \ '), ll Nl�- , � 1, C 31.9 � 1� 11 11 I I ')�-a I- , I , - , � � / 11� 31 /,-- , I " - I -,--1V - I -.� , 1x-- �)b�p I I -/ ----. - . 31.25s 1` =28.50 -- �2 1 �3,30 FE = 33-00 1 11- \ -1."��,1� I , 1 36 1 1 " . '� k) M I I F " -v, , M . I I I I- - . . I . �. � \ I E� � , 1 J7 -1 - I FE = 32-40 1 'N�!.. , A I I % . f . 32. � '. (J) (' I 11 GFE -34.50 1 ls:� , I , 11 .1 ,,,, I f;I1 - I - HP - TC 32. / 1, , ,I I � 31.10 1 � I . 1�'11 " �51 e ----, �., I 11 � --,.. i ,� I-1; �-�J co 11 I I:>- 1-1. ,� , -bN N N -K - /\ 2.65 " ?_1 -.1 - . 1 2.0 , r� 4,,- 1 .)-,/ 1 /' / 5.56 � "I I B " i � , , - , 4 1 �� , \ - - I � - . .90;�"� -, I 1, , �� 35 , :, J5 -5 , I'- I I \ � I 11 ) - - - . I -\ I i R�1, I I � - 32 - r- - ", - -I > ,bD(* I - I � I I ++ I 1�1 � �','- . , CO I �i, ; I , , \. 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I'll I . or - = 3b 'bli-+ q.,,-" / _ , I � Southofd NI 90 I I FFE b .�)-- - ✓ ,40 _ N I I In 3095 UNI -- 1, FFE = 35.75 D1 cB A , D3 01011-1 � , I I ; I a I I 1; UNIT 8 30.50 I UNIT 87 33.10 GFE = 35. '-I, "I", I I" ,-- PlanningB � FFE = 31.70 I " ", = 35.20 , 1 51 � , � I GFE = 31. . FFE = 31.70 -,.-" FFE = 34.25 ',� ' ' F = 34.25 x , I ., I 1'.11 \ 1 3OX25 1. '. I I", M I I 1 5 ; = �* - I AD � I DW 1 31.1 5 -11� I - 33.70 --- 1, I " � � . I , I The Heritage at . - - , I .: .1 -11, - -, I I. =- , R=29.50 i j I", D� � I .I 11C I � AD - I� � . I 11 � 34. k, :5� .. ��. ; - 90 I 1 5 ,,-/ " I ID, - - � I 1, I / , C10 CB t ® . I 11 . � , �,I Z1.i J "I 2675 7 I I . N I 11 . I � , )LSD- i . , - --.-- ::.1 6, V, 33.510 33.3( 4 --- .0 I i -1 - . Illllll. ,,�, Cutchogue - , ,6� 30.95 O/ 33A50 11 oo-A @ -� D- I 1 3 35 / ,�'. I I. ("-, i I .) 1\ 44J 6 9 � -" - . I , I - �� - : � I I 11 3 6 ,- 9 �.-.--. . 1 ,\ , ,Ln . AD RD.-, - " , -1 , "�`-,� . . 1, Cutchogue, New York '"' 3 ' ", . 1,7 X, ! �- �-7-..�. .� R=29.8C - � 1 -7� ' 11 11 , �*..%-.�, 34� � - I / -�L ..... - E 3 , ' -. '.,* - .,J- - -,- , - - - '_1 I "" I I ) '-�, 28.81 1 2-9 - �--,, 3246 ' 33S. 6 .. - 3 ,j =32.KO I -*-� - - ., I,------------ .-� I 0 1, I ", r 9& I I , Aw , -- . ,,,_, - --��',,�, ',55, � I I Town of Southold .�- I , - � I t, - , X - .-...'.��-. - / . �, I 1� L I . . 1 2 - ..I � "�, 'I.-,�"`, '.,..7�-,.-,'�.�.-,'/ .. -�-' -,�..- -� .. I I I`- . �;`- VS3 34.66 ���� 'PO Z 11 , I W - , - . 6 11.�. ,�'.��,, ...;�' :�, . . I 1, . �, - �, '. HP 1 , 1 8 7 . , , J -,, , "' n'"m , , . � -�* -..:-\N �,-- I , N - - 33.1 ,�,�, , x t 32.9 R:30.50 / , - -� J. 3 . 5 . . . .. , .���..�11.."i 2�,- �) -x I 30r) . 10 ,\R;:30. . , - +71.45 i-,---5:� 0 N(jF- " � \-�LJ x 9 55��Z',, \+� #�� - . Revision Date A -� ��� ' 2nX2 . , ,- tx ... I 11-1 : . - 29.45 - , - 0 3A3 , F - i 11 I V) - .�q -- - I--- -------,�5 i . - - ! - - -,--��--_--- - - - - - - i - �;5- 1 - 6 TOWN REVISIONS 1/3/17 AVL -i - - --,-4:L _: ------I - - G-70�M - U33.95 1, � 2 I 14+ 30.16 30.75 13-- - - .-41��o 2.87 R=30.50~, -, 1 1uv -- . ; 5 TOWN REQUIRED PLAN MEMO 10/19/16 AVL a_ � - x - x 33.47 V" I- , ---. 33.10 "I I U-) 1111111111...I f .1 I ". �, I 1,I !Ilia ,f - - .�I- / � ", 33.20 , 33.80 1� 34.1 r - .1- - .11 I ,� 4 SCDHS SUB./TOWN FINDING STATEMENT 10/7/16 AVL - -.- :30.49 - 31.08 11 31 =32.711w, 11� - 6 � I - -RD- - -3--RD- . �I .- " - ". ! CD "" "� A 07 I- I - I- I I * .x ,-11", I V tku \ isAk =30.7 31.50 1� . - 34. R � ,-1.1, I. ,� 4-45 ,-- X \ 1-1 � 3 REVISED PHASING PLAN 8/19/16 AVL t�i " --,-- RV C 3 50 . ....- 314,i�o ,�-y I -, 34.20- HYD '; 34- - 80 0 - -Va. \ . .1,I , .If I I I - -I I .-I�-.I.---.- I-1-11,11,--. --..-,- -- ,---- ' 50 �-- 30.10 34.20 6 34.00 34�80 , I . 1 2 FEIS SUBMISSION 5/20/16 AVL 0 -RD- - I 19 (I", DW 1 3 .00 , Of , 11 `�D -, 1 31.30 " M ��, R=30.7b , 11'' I - ,/-` /. -",� N . , "' '0 , , ,, , 11 I r "I -I.-- 1, I DEIS REVISIONS(SMP NOTES) 10/21/15 AVL . - '. ''I � $-, UNIT 118 - C3. , ') , .1d:, 29.9 , , 31.50 UNIT 117 '-�.",/� 34.60 +,J, = J1-1--- \-,e --- I "I I I /- 'r I ., I ., 1, I . .. Designed by , WIT 'I'Veo x ' ��E = 495 1 Frr I "I ,-,, ,- �" I - I 0 Checked by 0 1 �,1 33.10 1 e , ." ..'.",01 . � , 1, , 1, FFE 1: 32.25 11 +1: . = 35-00,, 11 I I 11 11 . DRA6 I I 0 1 GFE = 31.70 -- 34.401,'',/ .: I , , , "I 0 I �1) , LO >1 ' �, k, , .�, I -' FIFE = 32.25 • , ,I . " I FIFE - ""I - 'Z, ,", ,- ; UNIT 115, FFE = 34.9�� ; , , 31.20 1 �)\ GFEI , , � 4.20 GFE = 34.40 , GFE , '0� I ,I X X,, , , ,I \ I . :E34,000 CIF 1. � i � � � , ,, 1, ; , , (,/"I I' C ;. I I I . :3 "' GFE = 31.70 � I 11 . � ' ,"', /� A .1 I , 1 34.80 1 . .. i� CAPACITY K) I I I 0 11 C I ,� ,�y -- "I �' ;;�q �If, "I / ," - n �, ��,I I UNIT jig .- 1, 64.bu J -1 I" , BOT. EL. 28.00 1 0) Issued for Date , , , , - 0 14 1 1 , f � I ,+ I I , .I i I ab . 1.0 k�l � - I? I I ,I. I I - I.. I 1 31.3 ��, I FIFE 35.t)D : ---� s4l�� 1. I .� -.1.....-1 � HWL EL. 30.00 " V) 0.85 1 , I '., -1 ; 34.6 . +_1 �" � " 11 July 10, 2015 1.30 �I � 1� I 1 35.00 1 , - - I 11 " I CY) ;'- ! _-1 I -.- -.1 >� i ; � coI 1 k0O 1- W I I 11 .1 I � , 11., '�...� , I I N, - . 0 %1'9'129.90 , '11�1 ---ISN ;I - 11 3 � I - , - , -- .1 1 C14 c:) -0 I I I 'kz- x ) I � , ,I , -.--;- - -- -- T U) I � I -I - ,� ;111�1�- 11 'I , , I I" I I - - ; I I .. I I- ---- �, ----- ., � �,, (D f - . I ,/ 11 I 1. , I e , -1 34.60 - 11 f I,,�";;i I -..- ," k �-% / � / I k � I - - - ; "I . ., � , (a -1 � ,,;, ' - �. I I ) ,� - I, I " -0 -� 30 , - I - - -,- - - I r; :,� .1"". � 'If -1 "' 11 ' ....... , Not Approved for Construction ,--..'�-�,-.-_ - -----(,. ,-,-, i 11 I ---el "'� 1�;, - -11-111 , - I � " �,"I ., '--, ,29 1 x "- 77---�----1-161Y' i - - - � . " W, 11- 0 , "I- , ,, I ,,, I , 11 � IF --- - ; W I -�', I", , RL028.50 1 1 , Z�e` � I 1, 1�,,,,, !, . 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" Q> - Project Number > 0 co 29305.00 11 II \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00-GD.dwg O V s - - 4T - - - - - ` I H G Drainage Area - A Drainage Area - G Drainage Area - M 1 IN, 1 Contributing Rainfall Volume Contributing Runoff C Rainfall Volume Contributing Runoff C Rainfall Volume J ,- - - - - Area (SF) Runoff C (FT) (CF) Area (SF) (FT) (CF) Area (SF) (FT) (CF) 1 REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION - Engineering, Surveying & o 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 T � 1 L 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 o0 0 0 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 = 305Hauppauge, NY 11788 .........._............ 1� s P D SIDEWALK AREA 1,911 X 1.0 X 2/12 = 318 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 1� -- .......................... 631.787.3400 r - - 1 J N '� � - L _ t**. - - - - - - 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 1 = 10,664 CF REQUIRED STORAGE VOLUME = 2,608 CF REQUIRED STORAGE VOLUME = 4,195 CF K 1 REQUIRED STORAGE VOLUME M ' Q ' _------_.. ........._..........._..__- -_..... . . ..........._.. ---.._.................... _ ........................---------.._............._..... PROVIDED STORAGE VOLUME DESIGN ._............... ----- --- PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN --------- USE --- -- -- - - - - ...... ....... _..-_......... -.. _. .. - ESI--................... - . - O -GE - -- - --..._.._ T-- - .... . .... 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 ' - ( ) ----- ---- -- ........ ....... ----- ................._.................... 0 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 = f 4,237 CF Drainage Area - B Drainage Area - H Drainage Area - N - - - - - - - L - - - - L - - - - - C - - - - - - - - - L - - - - - - - - - j Contributing Rainfall Volume Contributing Rainfall Volume Contributing RunoRainfall Volume Area (SF) Runoff C (FT) (CF) Area (SF) Runoff C (FT) (CF) Area (SF) ff 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 Summary _ E DE -- __ ------ - - --- -- . PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN _ _ _ _ _.... - --- ._........................._...... - _.. -. ..............-..................---... ........ . . ...................... ---------- ................ _.__._ . ._......................................------ -. -- ._.._. --.. -- ................................. .__1 Local Drainage Design Criteria 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 ® 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 = f 4,845 CF STORAGE VOLUME IN DRYWELLS: 2 x 12 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 2,421 CF - STORAGE VOLUME IN DRYWELLS: 5 x 15 FT EFFECTIVE DEPTH x 100.88 CF VF = t 7,566 CF 2. RUNOFF COEFFICIENTS FOR: ROOF AREAS = 1.0 PAVEMENT AREAS = 1.0 Drainage Area - C Drainage Area - I Drainage Area - O SIDEWALK AREAS = 1.0 GRAVEL AREAS = 0.5 Contributing Rainfall Volume ContributingRainfall Volume Contributing Rainfall Volume DRAINAGE RESERVE AREAS = 1.0 Runoff C Runoff C Runoff C LANDSCAPED / GRASSED AREAS = 0.3 Area (SF) (FT) (CF) Area (SF) (FT) (CF) Area (SF) (FT) (CF) 3. ADDITIONAL DRYWELLS WERE ADDED TO COLLECT RUNOFF FROM BUILDINGS NOT REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION TRIBUTARY TO A DRA IN ORDER TO RECHARGE RUNOFF FROM THE 100-YEAR _ _ _ 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 STORM EVENT IN ACCORDANCE WITH NYS DEC STORMWATER REGULATIONS. SEE SEPARATE SWPPP DOCUMENT FOR FURTHER INFORMATION. IT IS NOTED THAT 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 THESE ADDITIONAL DRYWELLS ARE IN ADDITION TO THE STORAGE PROVIDED IN 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 = f 19,369 CF STORAGE VOLUME IN DRYWELLS: 3 x 10 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 3,026 CF STORAGE VOLUME IN DRYWELLS: 5 x 9 FT EFFECTIVE DEPTH x 100.88 CF/VF t 4,539 CF Drainage Area - D Drainage Area - J Drainage Area - P Contributing Rainfall Volume Contributing Rainfall Volume Contributing Rainfall Volume Area (SF ) Runoff C (FT) (CF) Area (SF) Runoff C (FT) (CF) Area (SF) Runoff C (FT) (CF) REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION ROOF AREA 17,958 X 1.0 X 2/12 = 2,993 ROOF AREA 0 X 1.0 X 2/12 = 0 ROOF AREA 0 X 1.0 X 2/12 = 0 PAVEMENT AREA 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 DESIGNPROVIDED 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 VOLUME IN DRYWELLS: 3 x 13 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 3,934 CF --- ............. ............. --- --....._ .. _.._..._ .. .. ......._.. Drainage Area - E Drainage Area - Q � Contributing Rainfall 'Volume Drainage Area - K Contributing Runoff C Rainfall Volume Area (SF) Runoff C (FT) (CF) Area (SF) (FT) (CF) Contributing Rainfall Volume REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULAT10N Area (SF) Runoff C (FT) (CF) _ ROOF AREA 0 X 1.0 X 2/12 = 0 ROOF AREA 23,464 X 1.0 X 2/12 - 3,911 REQUIRED STORAGE VOLUME CALCULATION _ 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/ - 0 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 ___._.__....... _..................._..--- ...... LANDSCAPED / GRASS AREA 119,231 X 0.3 X 2/12 = 5,962SIDEWALK AREA 204 X 1.0 X 2/1 2 34- ------ LANDSCAPED / GRASS AREA 71,370 X 0.3 X 2/12 = 3,569 = _ D REQUIRED STORAGE VOLUME - 8,439 CF EC E � v E REQUIRED STORAGE VOLUME = 15,037 CF LANDSCAPED / GRASS AREA 34,609 X 0.3 X 2/12 = 1,730 -- -- .. ..... .....---- -.._ _...... _. _.- - ------- - PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE _ -__---------.................... ...... ..._-__._.___.__.........._ ____..___..._-._ ...._...._._. REQUIRED STORAGE VOLUME = 2,376 CF - USE 6 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH 0 100.88 CF VF - ------- ..................... __ JAN ® 2017 ' STORAGE VOLUME IN DRAINAGE RESERVE AREA "E" = t 86,525 CF VOLUME IN DRYWELLS: 6 x 15 FT EFFECTIVE DEPTH x 100.88 CF VF = t 9 079 CF ._ -----._._....................._..............._._._- _..... .. - _---------._...__... PROVIDED STORAGE VOLUME DESIGN STORAGE � $outhaltlTc�+�n USE (2) 12 FOOT 0 DRYWELLS WITH 12 FT EFFECTIVE DEPTH 0 100.88 CF/VF ___............ ._ . .. ... _ --_-.. ....................... ...__-__- ......-__.......................................----...__................. .._........... Planning Board --.... - ..............................----- ......__...........................----- --............................ ---.._._._.. ..... ......_......._..- - - .... Drainage Area - F STORAGE VOLUME IN DRYWELLS: 2 x 12 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 2,421 CF The Heritage at g ------........................__........ ------ .........._..... _ ---... ........ -- -. __ _ __-_.__ --..................................... --- Drainage Area - R Contributing Runoff C Rainfall Volume Cutch o g u e Area SF (FT) (CF) g Contributing Rainfall Volume ( ) Drainage Area - L Area (SF) Runoff C (FT) (CF) REQUIRED STORAGE VOLUME CALCULATION Contributing Rainfall Volume Cutchogue, New York w ROOF AREA 0 X 1.0 X 2/12 = 0 Area (SF) Runoff C (FT) (CF) REQUIRED STORAGE VOLUME CALCULATION _ Town of Southold ROOF AREA 17,958 X 1.0 X 2/12 2,993 PAVEMENT AREA 6,723 X 1.0 X 2/12 = 1,121 REQUIRED STORAGE VOLUME CALCULAT10N = PAVEMENT AREA 0 X 1.0 X 2/12 O No. Revision Date Appvd. J GRAVEL 0 X 0.5 X 2/12 = 0 ROOF AREA 58,167 X 1.0 X 2/12 = 9,694 = GRAVEL 3,143 X 0.5 X 2/12 262 6 TOWN REVISIONS 1/3/17 AVL SIDEWALK AREA 0 X 1.0 X 2/12 = 0 PAVEMENT AREA 56,064 X 1.0 X 2/12 = 9,344 SIDEWALK AREA 0 X 1.0 X 2/12 0 5 TOWN REQUIRED PLAN MEMO 10/19/16 AVL "' DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 GRAVEL 0 X 0.5 2/12 0 = DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 0 4 SCDHS SUB./TOWN FINDING STATEMENT 10/7/16 AVL o LANDSCAPED / GRASS AREA 4,980 X 0.3 X 2/12 = 249 SIDEWALK AREA 9,872 X 1.0 X 2/12 = 1,645 / ............... ----.._... _................_........ LANDSCAPED / GRASS AREA 85,352 X 0.3 X 2/12 4,268 3 REVISED PHASING PLAN 8/19/16 AVL r` 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 0 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 0 100.88 CF/VF REQUIRED STORAGE VOLUME 31,153 CF - - -- -"-"- -�-�--" ----- -- -- ---- - -......................_ ....._------_._._....................................- - _........................ -- ...._......_ _ ------ .........................._......._...__---- $ EDesigned y Checked y T - ----______...................... ........-----_ ...........__....... .. - _ USE (5) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH 0 100 88 CF/VF b b STORAGE VOLUME IN DRYWELLS: 2 x 7 FT EFFECTIVE DEPTH x 100.88 CF/VF - f 1,412 CF PROVIDED STORAGE VOLUME DESIGN __........_.......... ____. .. ...._..........._... _ _._._..._..............._..............._________._-_.............................. __._... o _. ----._._.......___.......-_.._.......................... --.._._.._.-............__.........._.._...._.._._ __-.. _.._...._....................... --------_..._..............._.._..............._._ STORAGE VOLUME IN DRYWELLS: 5 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF - f 7,566 CF __.........----- - I for_.................-----------........................... .._.__...- ---..........................._ _.......-__. . " --. .. -- -- ._....._._. _ -......__---._. _ .. Issued o Date STORAGE VOLUME IN DRAINAGE RESERVE AREA L = f 89,900 CF _...___................ _-.-----._............................-... __ -------._..__... ................------- ............- ------..._........ _........._.........- __................_.._.. .-- _.. .._..._......... ....__....... --- July 10, 2015 Drainage Area - S Contributing Rainfall Volume Not Approved for Construction Area (SF) Runoff C (FT) (CF) a. REQUIRED STORAGE VOLUME CALCULATION ® • �'� � � ROOF AREA 145,500 X 1.0 X 2/12 = 24,250 LLJ w PAVEMENT AREA 75,507 X 1.0 X 2/12 = 12,585 Ln i w GRAVEL 557 X 0.5 X 2/12 = 46 a SIDEWALK AREA 18,639 X 1.0 X 2/12 = 3,107 r- 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 0 REQUIRED STORAGE VOLUME = 50,815 CF Drawing Number r` o PROVIDED STORAGE VOLUME DESIGN - ....................___ - o A04 0% STORAGE VOLUME IN DRAINAGE RESERVE AREA "L" = t 111,600 CF �� 0 --- ....._._ . ......_.... .... - __............ ....... .....-.-----............................... L = 393 T I�''r Sheet of It 8 23 e < Q> Project Number co 0 29305.00 II li \\vhb\proj\Longlsland\29305.00 Heritage Cutchogue\cad\Id\Plonset\29305.00-UT.dwg O V Z � N d' .. 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(•)k142g30 + EXTEND EMOTING WAIER AIN ON N rV 21 t5• _, • .. ._ }1 � R.J \ SCHOOL HOUSE LANE AN CONNECT \ 100' PRIVATE - WP a 0.sx \^7 ° L13 r'' 10 UMTS 10 HAVE 1C 4 ,• _ osx lJ!Pi'04 40 E _ u ,, ORYNEl15 IDCAlEO ADJACBIT Y 3, CPP 1 TO SITE(COORDINATE wl SCWA) f f/ }1 • SB-4 EITECRVE DETnH(TVP.) m - 20 016• :• � ` \. WELL SETBACK R. L13 '" • - X r �" ,� 2" 95.00' > CP • .�� LP h . S � so r 19+17.82 ti o t.ox m w - } 32.00 F tasx Jz. 27 -2a w•t'w,rn 29 N lJ 102 1F Ir S IN ', 26 \ RCP.osx o , ?° R-SL� • • : ,' G B6 v 15• / 66 LF f5 / 50 oI ROP°aex RC°a'.R /�"� 146 IF ts' • L�T },� J4 .0 0.67% R-2a50 21 wo Q �1 R4; '4 � f v� 3 _W ,1�'� / M • ...--•- � �t� O n'� ry as U� .UT 1 Q X `-2 U1 01 J m - -- 2927 z8 O O J JZ t PRIVATE WELL ti" } z,IF 1s }} 3 LF,r e RO P �° '° 19 u ^D 3. `L CPP•0 x xcPal.ox 3� k -J2so 9 R.zaso 79 •Rz 3° fir) y € 4+-31.512-1 31.23. 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J I �9 LO J N,4 z • 7g 32 �1y • 34 J7 - • f } 33 U, R-J11A0 33 \ 15•CPP 33 I�- -� ' 30 N O • t 3P a 1.ox z9" 6 Jz 1 IF, RCP a t ex . Ae • • • i CIO • • C7 • C14 C13 F / > 00 zs • • ® • az• a • -ze.m O s 2J ?B :Sp,10 32 31 29 S0 31 32 .._„ C, `� ��•�� ' " 34 33 32 5733 32 33 - N36'54'20"1N I? _. 0 2 _ f E (ACTUAL) _ s ` E 1 ? I , PRIVATE WELL I r1 I ` W, Q ' 1 ` ; \s 150' PRIVATE WELL 1 1 , / SETBACK I I , i 4 100' PRIVATE WE / \ SETBACK \ \ Ubu Sanitary Calculation Summary Sanitary System "C" ((`�� Population Density Equivalent Estimate (2)- 2,000 SF UNITS PROPERTY LOCATED IN GROUNDWATER MANAGEMENT ZONE IV DESIGN DENSITY: 2 (2,000 SF CONDO UNITS) ® 225 GPD/UNIT = 450 GPD ,JAN 0 6- 2C17 ALLOWABLE DENSITY = 600 GPD / 40,000 SF SITE AREA/ GROSS LAND AREA: 2,003,582 SF scut„o!0T"`l Hydro Action Units y . � FIanl�inc<E•r1�r� _ _.. POPULATION DENSITY EQUIVALENT = 600 GPD/40,000 SF x (.75 * 2,003,582) SF = 22,540.30 GPD HYDRO ACTION UNITES ARE APPROVED TO 500 GPD. ""'"`""-' (ALLOWABLE) USE ONE (1) HYDRO ACTION UNITS ® 450 GPD EACH. The Heritage �t Overall Design Sewage Density/Flow Sanitary Leaching Pool Design C u to h o g u e PROPOSED STRUCTURE USE: PRC UNIT BETWEEN 600-1600 SF GFA = 150 GPD/UNIT REQUIRED: 450 GPD / 1.5 GPD/SF = 300 SF PRC UNIT BETWEEN 1600-2000 SF GFA = 225 GPD/UNIT PROVIDED: (1) 10 FT DIAMETER x 10' EFFECTIVE DEPTH = 31.4 SF/FT x 10 VF = 314 SF Cutchogue, New York DESIGN DENSITY: 52 (2,000 SF CONDO UNITS) ® 225 GPD/UNIT = 11,700 GPD Town of Southold Lil 72 (1,600 SF CONDO UNITS) ® 150 GPD/UNIT = 10,800 GPD • t1 t1 ' TOTAL PROPOSED DENSITY: 22,500 GPD Sanitary System No. Revision Date Appvd. UtiliT�1�� �T®��� 6 TOWN REVISIONS 1/3/17 AVL V l� 22,500.00 GPD < 22,540.30 GPD (ALLOWABLE) o.k. SCDHS Approval ty (2)- 1,600 SF UNITS 0 COMMUNITY CENTER DENSITY WAS CALCULATED AT AN ADDITIONAL 300 GPD DESIGN DENSITY: 2 (1,600 SF CONDO UNITS) ® 150 GPD/UNIT = 300 GPD 5 TOWN REQUIRED PLAN MEMO 10/19/16 AVL 1. ALL WATER AND SANITARY DESIGN SUBJECT TO APPROVAL BY SUFFOLK 4 SCDHS SUB./TOWN FINDING STATEMENT 10/7/16 AVL COUNTY DEPARTMENT OF HEALTH SERVICES AND WATER AUTHORITY AND Hydro Action Units SHALL MEET ALL OF THE REQUIREMENTS OF THE SAME. Sanitary System "A" y 3 REVISED PHASING PLAN 8/19/16 AVL r, 1� HYDRO ACTION APPROVED 0 500 GPD. 2 FEIS SUBMISSION 5/20/16 AVL 0 2. ALL DRAINAGE PIPE AS FOLLOWS UNLESS OTHERWISE NOTED: USE ONE (1) HYDRO ACTION UNITS @ 450 GPD EACH. (4)- 2,000 SF UNITS Sanitary Leaching Pool Design 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL 0 • ROOF DRAINS HEADERS SHALL BE 10"' CPP WITH A SLOIPE OF 0.5% 0 DESIGN DENSITY: 4 (2,000 SF CONDO UNITS) ® 225 GPD/UNIT = 900 GPD Designed by Checked by L • ROOF LEADERS TO BE 6"" CPP REQUIRED: 300 GPD / 1.5 GPD/SF = 200 SF 0 • DRYWELL CONNECTING PIPE SHALL BE 15"" CPP WITH A SLOPE OF 0% PROVIDED: 1 10 FT DIAMETER x 7' EFFECTIVE DEPTH = 31.4 SF FT x 7 VF = 219 SF Hydro Action Units ( SF/FT for Date 3. SANITARY PIPING TO BE MINIMUM 6'" DR-18 PVC OR CAST IRON. T HYDRO ACTION UNITES ARE APPROVED TO 500 GPD. .July 10, 2015 ° 4. WATER PIPING SHALL BE C900 BLUE BRUTE DR-18 PRESSURE PIPING OR USE TWO (2) HYDRO ACTION UNITS ® 450 GPD EACH. • • APPROVED EQUAL. WATER MAIN TO BE 8'" WITH 6"' HYDRANT Community Center Sanitary System CONNECTIONS. Sanitary Leaching Pool Design Not Approved for Construction REQUIRED: 900 GPD / 1.5 GPD/SF = 600 SF DESIGN DENSITY: 300 GPD 5. THERE SHALL BE A MINIMUM OF 10 FEET OF SEPARATION BETWEEN PROVIDED: (1) 10 FT DIAMETER x 20' EFFECTIVE DEPTH = 31.4 SF/FT x 20 VF = 628 SF NOTE: SYSTEM TO BE DESIGNED FOR 300 GPD FLOW o WATER LINES AND SEWER/DRAINAGE LINES. 6. THERE SHALL BE A MINIMUM SEPARATION OF 20 FEET FROM SANITARY Sanitary System "B" Hydro Action Units �7 u�i J' �7 ii�� a ; F_ LEACHING POOLS TO ALL DRA'S AND DRYWELLS. HYDRO ACTION UNITES ARE APPROVED TO 500 GPD. • w USE ONE (1) HYDRO ACTION UNITS ® 450 GPD EACH. 7. THERE SHALL BE A MINIMUM SEPARATION OF 10 FEET BETWEEN (3)- 1,600 SF UNITS SanitaryLeaching Pool Design o SANITARY LINES AND WATER/DRAINAGE LINES. DESIGN DENSITY: 3 (1,600 SF CONDO UNITS) ® 150 GPD/UNIT = 450 GPD g g c0 REQUIRED: 300 GPD / 1.5 GPD/SF = 200 SF 0 8. ELECTRIC AND GAS SERVICES PENDING COORDINATION WITH PSE&G AND NATIONAL GRID. PROVIDED: (1) 10 FT DIAMETER x 7" EFFECTIVE DEPTH = 31.4 SF FT x 7 VF = 219 SF Hydro Action Units HYDRO ACTION UNITES ARE APPROVED TO 500 GPD. Drawing Number 0 USE ONE (1) HYDRO ACTION UNITS ® 450 GPD EACH. AIM N SCDHS Notes Sanitary Leaching Pool Design N 1. LOT SIZE IS APPROXIMATELY 46.00 ACRES. REQUIRED: 450 GPD / 1.5 GPD/SF = 300 SF �. �OF &I L 400 E 2. TOTAL GROSS FLOOR AREA IS 219,076 SF. PROVIDED: (1) 10 FT DIAMETER x 10' EFFECTIVE DEPTH = 31.4 SF/FT x 10 VF = 314 SF 3. THE SITE IS LOCATED ON THE NORTHWEST CORNER OF SCHOOL HOUSE LANE AND �� V, �� GRIFFING STRET. T 4. APPROXIMATE LOCATION OF PRIVATE WELLS WITHIN 150 FEET OF THE SUBJECT o PROPERTY HAVE BEEN SHOWN ON THE PLANS. " Sheet of ° 5. GROUND WATER WAS ENCOUNTERED AT VARIOUS DEPTHS - SEE BORING LOGS. FOR 80 O 80 160 dam. l E4 , ' , t" 9 23 THE PURPOSES OF DRAINAGE STRUCTURES GROUNDWATER WAS ASSUMED TO BE EL. W�e ON 3.5 SCALE IN FEET 6. ELEVATIONS ARE BASED ON NAVD 1988. p~F^J1 • Project Number SCDHS Reference # C10-�6' 3 29305.00 II \\vhb\proj\Long1sland\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00-UT.dwg C V s / SAN LP B-8 low R=31.00 10'0 I=27.50 - IN q SYSTEM H DW SAN LP D-3 7 VF R=29.00 R=31.00 10'0 s a H.A. B-7 \ 100' AND 150' PRIVATE WELL I= 24.50 1=27.50 IN) R=3200 ("; SAN LP D-4 7 VF BOTTOM = 14.83 z H.A. B-8 = I=28.00 IN \ SETBACKS (TYP) R=32.00 10'0 '- _ = _ - 9 R 32.00 I 28.92 0 T S38'30'50"E (DEED) - 00 I 29.45 IN _ 28.92 0IN M R R-31.0 3 = - _. ..... . S38'24'20"E (ACTUAL) , �..., : . i=i8si ol" SAs1.00P B 7100 SYSTEM I DW H.A. D-4 =27.50 - IN H.A. B-6 / R=28.50 R=30.50 R=32.00 I= 25 50 = - I=28.52 IN -•• %' j' "~ BOTTOM = 17.83 I=30.07 D'" Engineering, Surveying & _ 28.42 D 9- Y g _ ff✓' = FJ, ^JfJrF C' Architecture, PC H.A. B 9 ' R 32.00 a'!f✓FJ✓F!✓fiJ.!{ . ,F ,s I= I=28.50 IN !J.' f Landscape _... ,j I 28.42 0 ,✓�F' '!!' -� � '�� u�,•. - " SAN LP B-6 10 VF • "Jf.J', - '.!.•'.!/' / FJJfJ rfi JF.':r,✓ I •.s r' 29 d FlJfiF .r r� J,+^rJf✓J,-`'r °•`+`f!✓{FJFf J,"J✓J! r .t-. •.`¢..` r`!.' ^Jf'F+'ff p ,T.'.'!✓✓ � R=31.00 ,o•,s 100 Motor Parkway \ < fs/FF.'ff/_^ r. %ff✓r"lJJt-F r'FffF;/�r F.r /f ✓^'^ • K •r D _ . FJf.^✓F' FJf/ f/ SYSTEM B-10 ✓ f✓ 'JJfF✓ F.rF/r ✓ix i / rr r F 29 0, J. :FJf JJ F/JF!✓r`!f' =27.50 IN F�J r,rJFlJ' SAN LP B-101oVF -1 ' H.A. B-10 29 SAN LP B-9 0 ® 30 Suite 135 f{F, R=31.00 R=30.50 ®` R=31.90 10'0 1 ® o H2 SYST SYSTEM SYSTEM J{{ I=27.50 IN) R=32.00 12 I=28.32 SYSTEM 30 -3 , B-6 Hauppauge, NY 11788 =28.00 IN ® M. _ -4 32 =29.92 (0 -S - S - '' - � - - tE� - - - -- J 631.787.3400 / LA coo I / I \ / ° 29 -s---- ter, - 32 SYSTEM B-11 - - - - S - 5 •� -1 SYSTEM 5' SYS012� TE 33 I I I I o SAN LP B-11 tow - - - H.A. B-11 `�� �� B-8 SAN. INV • =� Or R=31.90 10'0 R=32.00 Co -S- SAN. INV AN. INV ® I 1 I=29.25 - I=29.00 IN / �� SAN. INV ® BLDG. = 29.60 23 22 BLDG. = 30.90 BLD = 30. / _ t C SAN. INV BLDG. V 29.95 V ® BLDG•INV 30 14 LDG. = 30.14 BLDG: 30.90 SAN. V I SAN. INV y a i I=28.92 0 + SAN. INV ® BLDG = 29.95 21 SAN. INV ® i BLDG. = 31.70 BLDG. = 29.60" = 0.60 V 0 c �� V.0 CO' BLDG. = 31.70 29 27 I 26 25 �, 24 w e I e B f 20 G D ' 3�k BLDG. 3 BLDG. = 30.60 AN. INV 40 .`, I 0 2B) I B B _..................._ e _ S BLDG. 31 0 3 36 I D B B _ 35 BLDG:'= 31.40 ;_. $ P I Water/Drainage Cro in TNV ® 31Oss able e B b I 32 o __.,,. \ F. �0 QG f♦ SAN. INV _ B I S184'0MH S174'OMH.., _ I I 14g L g8 I BLDG. 30.20 BLDG. - 30.20 . B I _ 33 I I s2o CB I = l R=32.63 Crossing Drainage Sanitary Water Separation R 92 I R=30.15 w I-26.03 CPPL®11.0% I=25.53 \ B I=26.76 I Top Bottom Top Bottom Top Bottom °t J L114'0MH I I i \ R=31.50 f 18 LF 12" I - _. 1 28.12 26.49 24.99 24.24 1.50 10 CPP ® 0.5% _ - / L9 CB 2 29.11 27.61 26.11 25.36 1.50 - \ RD- R=30.80 3 _ � 33 94 LF 12" , R=31 I=27.05 -. DW R= 1 F 12 --SPP 0 1.0% 3 29.35 27.85 26.35 25.60 1.50 / 1 `'�O ^-/ \. . AD �� R=33.00 W W -CPP 0% 22 LF 15 .,.,,' RCP 0 1.0%10+00 9+ J1 R-32.10 87 LF 12" - 37 " R=29. 5 ,50 �� _ 0 1.0% o S "03+00 tw 12 RCP 0 0.5% - - HP �. 24.79 24.04 1.50 �2 4 0 'S 1 £.. .::: 1.50 �ff �- . is+17.74 2 15 85 LF 12 =31.7 33.. •.- 42 LF 5 26 82 25 32 23 82 23 07 ,.03 RCP 0 0.5% ® 1. " � 15"LIRCP 32 3® 32.80 6 25.41 23.91 22.41 21.66 1.50 O ✓ 3' 15 f, I �✓ +0 05 - _ co �� �St3 "RD-- `� 7 27 92 26 42 24 92 2417 150 PP .. I `32 14+03. S19 CB \ ;" - R=30.51 „ -33 `�u D---� co" �N L10 CB �... -35 I=26.65 �. �\ N - p o ' 33.6 J, ^� v R-31.75 32 a, o z 18 26.54 25.04 23.54 22.79 1.50 N 01 O v+ �' o ti ® R=30.85 31.2 GI v, S 1 ,� SYSTEM Z „ ' SYSTEM J DW �: , COw-' D. � �° 3 30 I oo > II cN 3}. 10' SAN LP D-9 7 vF " •2 217 15 _.- 19 26.93 25.43 23.93 23.18 1.50 1 R=VARIES 32-� ,� m z a, SYST M MIN. I= 23.75 `�'.�' r • 3 -Cj -8 ,4 T1 P,) I=31.00=27.50 1t \' ' " o® RCP 0 1.0% 20 26.97 25.47 23.97 23.22 1.50 \ BOTTOM = 14.08 o o �� 29 S15 ce 28 N mSYSTEM TM.R NGS= 20. 0 "r'� o R=31.08 \ \ F ( ^7 m 1^J SYS M N I=25.27 1.50 �p R=VARIES 0 " 45 LF 15" f `- z s+5 .oz 21 2712 25 62 2412 23 37 , o ® P 0 2.5% °' - I= 24.50 LF 12 312 22 28.07 26.57 25.07 24.32 1.50 DW >rn m 1i7+87.32 CP ®c� SAN LP D-8 VF BOTTOM = 18.83 PP 0 0.5% 33.28 O M ` R=32.95 ,o 23 28.36 26.86 25 3 4 //y T 1 m > II I=29.45 IN) 95 LF H.A D-7 R=31.5 130 / J2 �= 8.50 p z R=31.00 W 6 2 61 HP + BTM.RINGS= 22.45 - 15" RCP o R W33 1 15.0 - ' . 3 "" " I=28.00 IN o Sts 24 28.79 27.29 25.79 25.04 1.50 p Q 1.0% I=27.92 0 T / ! 34.9 H.A. D-8 _........_. _.. o R=31. 50 L14 �� R=33.90 I=25. =28.50 = ✓ I 0.90 IN _3.° 'p0` ,\ I 24.• ® �y IJ)m rr ' \ ,. - 2 5 2817 26 67 t >o a 00 9 LF 12° ^ry 21 LF 15' ' ... „ - ..._ m. �O �2 _ ~- f 2517 2442 150 " tas,soo CF DRYWELLS LOCATED ADJACENT ,, _. r ,o � 26 29.31 27.81 26.31 25.56 1.50 CPP 0 0.5% CP 0 0.5� CAPACITY co / J I o rn 'TO UNITS TO HAVE 10' RD,_ a ,.. •+� " - Q M qp 2 c6 L13 BOT. EL. 28.00 -'t 27 28.27 26.77 25.27 24.52 1.50 t cn 11 =31. �� R=31.78 R=28.505 LF O HWL EL. 30.00 SB;4 EFFECTIVE DEPTH (TYP.) co �� 9 S14 N LP 15" RCP P1 4'OMH % 32 F R=30.50 co �� 32 00 2 0 1 0% _ 2 5 ;< r CB / h�m I 24.85 �� a, , r^ R=33.05 14 LF 12" ..,..... O A. B-12 _ r' \ c� R=32.00 co R1 31.78 B `, 102 LF 15" I=z7.34 � ii 3 s RCS Q 0.5% qp =29.00 IN o I=2s.00 RCP 0 0.5% I o o �' ��• ,fes n9 zs.s2 0 ®� 86 LF 15" SCDHS L7► ®V �', m L3 4'OMH 50 LF 18" RCP 0 0.8% 66 LF 15' ^� W 0 \ 1 O 2 / \ R=33.15 CPP 0 1% RCP 0 0.5% =33.50 3 � L O \ F. I=27.36 L6 4'0MH 4� 1 J° \\ / m uo 148 LF 15" L4 c6E) R_32.06 .34 h m ®ti '` p© N R=31.14 L13 _27.08 ^�' ~' y OS r' / RCP 0 I-28.38 R=28.50 � _ SYST -12 x 0.67% 21 LF `v / � _ ii x R 30.50 AN LP 8-121OVF o w o �9, " �Q o / R'==31.90 10'0 ®M m 0.5� R-31.50 fcL I=28.40 IN 7 11� " R=34.00 7 _ _ -15 = o v� HP .t1 'O 34 - �J3 --RD-�`- I_2sso IN �p B Y = � S STEM i 3o s2 o I T m 3.30 L8 CB RD- F' 31.36 33 R=33.05 CO D EN ' SYS EM ° 100' AND 150 I=27.45 b 53 LF B-1 \ ^ PRIVATE WELL SAN LP D-5 7VF 3� x 3 LF 12"' h� o SAN LP D-7 7 " S 6 -.. .....:.'. p 15 RCP 2g S st ! / R=32.95 10'0 ' �3. @l O R=33.30 1 0 / I-31.06 IN �. �•} 21 LF 15' �� p.._ ' J ti' - 0 1.0% , - - / SETBACKS (TYP) _ "- `� PP 0 % I=28.80 IN P SAN LP B-15,0 o RCP 0 1.0% 1 .t1 i C' �® j� \o o CLUBHOUSE R-28.50 R-30.00 / ,SYSTEM �? �- �O ry W \ r ' D-5 ®�n m f: 5 70 W S� �� 0� 'N LP CC t3VF SAN. INV ® 2g R=31.25 W SYSTEM BLDG. = 29.45 -' O ;- =31.25 ® 00 R=31.00 10,0 CC EN WV I=27.94 IN H.A. D-5 c ^� R=33.15 EN i' I=31.24 IN `; •'f ' 5�0 / ,�� `•H.A. CC ® =28.50 32 I=31.16 0 p M I L5 cB �� R=32.00 EN EN ®en R=29.00 i=zs:oz o T �. i *1" i ,k ;* �, ,. H.A. B-16 R=31.14 N4 . o o, I=26.88 52 t :i.>, ".- _t I-.R� - ° . / Lex ` R=31.00 12 LF 12 � / o p- .t►-r ,` .....�.'=r, �' p co o L� _CPP 0 0.5% 1 5� N �Nv @� r4') H.A. B-14 4 '� Y• "p` 4 �L O I '• m ^-' € R=33:00 � Y I I 49 6 SYSTEM P s N D I G' t 28 so IN r R 30.25 TI@ 50 SYSTEM K DW _ 3 C B PN / ,?r- .;r is ® � ,{,•�;, DR=29.50 SAN. r - SAN. INV 0 ® 8�0 SYSTEM ?` :, 2. ` ' tl.:.t I=220.85 30 I o ' 1- 24.50 - . = 30.02 _ - S37.13'30"E (DEED) BOTTOM = 14.83 32 i „ BLDG 30:18 BLDG. 0.18 I BLDG _ B 14 SAN SAN I BLDG 30 02cup i BOTTOM = 11.83 Q co CO N R 3 0 = „ AL f.. _ SAN LIP B-14110" _..,_ . S37 04 30 E (ACTUAL) 221.47' 31 M1 cB ,ScL I ! ' P4 a' / R 29.50 ` '.` CO I=28.00 IN R=31.63 ,. R-29 30 i=2888 ...: 1:. - ® I H.A. D-6 Cot `- - - -S - B I = SYSTEM Q DW v✓ I I=24.E SAN LP D-6 7 L. <.. , }} / 2t+77.8, R=31.80 SYSTEM B-13 ® N1 J ,' R=28.50 " R=31.50 10'0 31.87 I=28.80 IN 31AN P - 't I= 21.50 SY I=28.72 0 I=28.52 - IN H.A.HA8-13 L B 1310VF \.,. r '. . ry.S Z. t � `'"+ . �r BOTTOM = 10.83 I=28 05 4"0 DR-, I=27.80 t IN y;, 3 + r > - � SAN LP A-310 VF _ r 3� R=29.50 10'0 R {31. 3 4 M3 M4 SYSTEM N DW - ; 2 30 R=28.50 Q / SYST - 32 K1 N r�. I- 23.50 31 Q1 ® Q3 29 SYSTEM A-4 BOTTOM = 10.83 SAN LP A-5 to VF 3� � SYSTEM M DW 31 SAN LP A-410 R=31.00 10'0 H.A. A-5.2 N R=30.25 H.A. A-4.2 ;> R=32.90 to's H.A. A-4.1 S 'r '. R=33.70 I=28.60 IN H.A. A-3.2 - _ _ _ I=28.22 IN R=33.00 I= 26.30 R=32.20 I=28.52 OI" =30.00 IN "' BOTTOM = 13.58 I=30.62 01N I-29.20 IN 32 , R=29.75 N �o =28.82 0 19 LF 15" RCP 0 1.0% I=29.12 0 T I=26.75 IN H.A. A-3.1 SYSTEM C-3 �S I=28.87 0 SYSTEM A-3 R=29.75 o - - -S- - - - H.A. C-3 SAN LP C-31 - - --- - -S- - S S- �co ��- S- - - - - -S �.�g I=26.75 IN N 0 CO 33 3 �y11 R=33.50 R=32.70 10'0 CO 34 T `\-CO 1=26.67 0 I=29.20 IN I 30 1 o0 LO ♦co - 34 I=3o:a2 IN RINGS= Co 33 0 3 co Imo-34 / t co I 0 ,`n° •- SAN. INV 0 / RD � Co co"b p,d - R r � z \ BLDG. = 29.94 AN. INV 0 co co I SAN. INV 0 co ^�� Q o RD 102 / BLDG. = 29.94 BLDG. = 32.53 SAN. INV 0 ^� - SAN. INV C� - SAN. INV'0 SAN. INV 0 BLDG. = 32.53 I SAN." INV C20 C25 I SAN. INV BLDG. _ X8.35 -" "- M BLDG. _ X2.20 SAN. INV ® `� INV ® LDG.`= 32.20 96 95 SAN. INV 0 I BLDG. = 31.39 I R=31.75 R=3 7 92 BLDG. 28.35 91 BLDG,INV 8 75 SAN. INV ® v 100 I BLDG.= 32.20 BLDG. .- 32.20 I 97 p` A I 90 I BLDG. = 28.75 ( 2 17 A o gg q � BLDG. = 31.39 I 93 1 ® e o 0 e I A14 � � A 98 0 �RB38;25 cB e I C4 CB R728.81CB DW A � 89 � ,�--.-..-.--T�.-,.•. p A2 cB I A q� `� C1 c6 e C21 24 R=3088 o _ R=2 . SDuthDl? ,:.+rin =30.1 ( R=32.24 I o a R-32.90 R R=31.70 R=31.45 R=31 0` - AD "� I-2a.t4 r I A E . ,.d - a 8 I I-25.64 eI IHeritage M �, I ��! I=26.50 „� �� r R=29.50 ( = 9.75 I The Herita al.-' I DW a N I I ,., I ^� I o . ® g o R-30.50 - r �' I DW m J - - -- ® R 34 LP =32.90 "i' 33 C2 23 RD-- A13 A4 AD S X - _ D _ ® - p ` - R=31.25 R=3 0 ® 30 - C u t C h o a u e R=31.50 R=30.6 33 =33.20 - -- \ ® -- R=32.5 3i e25 3 D J - ® DW29 - - ® 32- ✓ _ R-28. =2 . 31 _ = 9 A � R 5 R 3 3 ) 1 R 32.50 I=23.581 W .. . ,., p . . .. . .. . .. . . .... . ...... ... ... ... .;- I-23.3 d HP u7 p \ - 34.38.40 \ R=30 75 LF 1 �-W ® 0 5° 29.25 � Cutchogue New York L A3 M / DW 21+95.48 w ==31.9028.88 S 86 LF 15 RCP 01-Qqy� b'S� 'SDS -.�77 /1 1 z -V o R=32.50 �� �� z ,y�y ,yD3R 33 X32 �� 3-- 50/ .5� _ Town of Southold _ , - yy yy 4 0MH - - - - : 24 LF 12 5" CP 0 2.3% Q) W �- 38 1 CPP 20 LF 1 R �, CB 23 LF 15" " 24:78 CPP 1.01/ 21 No. Revision Date A W W ��0 " +00 18+00 R=31.70 1� 14+00 13 PPva. y� 10 LF 12" P 0 2.0% 20 LF 1.0% _ N 0 1 % = 1.0% W I=28.27 ® 1.0% " ° 'R 1F 15" CPP R( J INSTALL THRUST _ A -- 6 TOWN REVISIONS 1/3/17 AVL BLOCKS ON ALL `'-., 5 32 33 - .r 34 _ -r. -33 HYD 30 _ 18 LF 15" AA 33 32 _ =28.50 SB BENDS GREATER R=30.60 R-3210 AD r .;; : D - - -- - - J AD - D LF 12" CPP 0 1.0% _30 - - gip_ 5 TOWN REQUIRED PLAN MEMO 10/19/16 AVL o THAN 22' IN 33 - _ _ - 33 R=33.0 =RD- ® - I =30.5 31 29 5° _ .q, Rp-' R-32.50 R �I 34.0 " ( _ - CP 0 1.0� 'RD 28.50 '~ ° .... _,.RD1 75. I^ WATER MAIN `� � � co 'RD RD - - -" 32.90 R=32.2 ® / RD - "' C9 CB 4 SCDHS SUB./TOWN FINDING STATEMENT 10/7/16 AVL Al ce MH I' r RD (T�) I R=32.24 B3 4'OMH B2 CB / R=30.50 p .Rp- R=31.32 3 REVISED PHASING PLAN 8/19/16 AVL _ _ R=32.50 R=32.58 \ R=30.53 r'' Ap I 26.45 R 30 , a. i=27.53 I=vsa � •'I~ 109 I 110 I 111 i=25.34 N R=28.50 N C6 e 115 � 116 0 103 A I. a 107 A A 112 i 117 LF 1 CPP `: r=' I R=28.81C 2 FE1S SUBMISSION 5/20/16 AVL ` 31 A6 A N. INV ® e _ SAN. IN ®' 106 A 108 e SAN. IN ®� ® 3.2� 113 I=23.92 e SAN. INV t _ e ' `r' I AN. INV.® I I 1 DEIS REVISIONS SMP NOTES 10/21/15 AVL R-30.60 I BLDG. = 30.98. - AN. NV 0 A e 'I ( - p` A - ( ® SAN. INV ® BLDG. -^32.85 I e SAN. INV 0 A SAN. INV 0 BLDG. - 31.88 I = 29 7 SAN. INV ®� 114 SAN. INV ® BLDG. - 29.3 _ I -'-RD LDG. = 32.85 BLDG. = 31.B5 SAN. INV ® e I B = 31.88 BLDG. 29.75 e - Designed b Checked b - 30.98 I SAN: INV 0 eA B - 29.30 9 y y S BLDG. = 31.85 A7 9 D. R RD- j D B = 27.9 L N V 0 I co ( SAN. INV s ? BDG. Issued for Date a d co / co co 3 c l co a Z ® 29 32 I T 4 L -�- - -34 R=30.35 L -5- - ��o ,. - I Jul 10, 2015 a N A. C-4 R=31.00 ® Y` f � ♦ I Y - 33 _ ..., ®�- - - - - - I=27.35 IN 00 30 00 R=31.90 - ° •, CPP I=27.27 0 / 29 0 LF 15" _ / N ® r-f H.A. C-5 O H 6 H A A 6 1 C16 C-7 - , o \ =28.90 IN 31 _ ® 1.0% 2 C - 2 /� -29 - -COQ- -- 3 3 S -'� 30 w o ti =2a.a2 0 R-33.15 32 A A SYSTEM A-6 - C-7 'r j frl A8 I=30.15 IN / •. R=33.00 R=33.00 11 LF 18 RCP 0 1.9% I=30.07 0 ® a I=30.00 IN SAN LP A-610 VF _ IN C18 ® ® C1 ® �iy C14 C13 C19 C20 C \ S Not Approved for Construction 3 SYSTEM ® ®, I=29.92 0 R=32.50 10'0 I=29.92 0 - C12 C1 q' R 6 29 C-4 ® SYSTEM -5 4 B5 . 6 =28.00 IN ® ® R=29.10 o 32 SAN LP t0 VF ® ® I M. I = R=29.50 100 3 B °= I'") ?� ?8 � �` 11 ';•';-..' SAN LP C-510 vF .'" 31 =28.00 29 o i, �=30.10: „ r. R=32.50 10'0 30 A A9 *. I=28.00 .(IN) 33 32 TM.RI G = 0 31 - ----------------- 32 SYSTEMA DW ® %` BTM.RINGS= 19.00 34 33 H.A. C- Li SAN LP 1 R=29.90 FCn - R=26.60 `. A10 _ £ � ,,.)`� r R=29.00 10'0 _ 1- 25.50 t'. i SAN LP C-410 vF R=29.00 Li BOTTOM = 16.93 26.90 R=30.85 10'0 /, I=25.70 IN �`' / ` I=26.82 I=27.35 IN a- BTM.RINGS=17.35 CD R=25.90 100' PRIVATE WELL SETBACK O I I=25.82 (O t" � • Drawing umber , SYSTEM C DW n N c�I y N36'54'20"W y I R=28.75 \ � '� SYSTEM B DW `, ; I= 21.00 _ R=31.60 BOTTOM 14.08 { I= 26.60 - I /, / »O=: hr�► BOTTOM = 16.93 II® rI 4el Ter ! 'A a� # �� s►. U J r . .r ~ yF I 40 0 40 80 i 10 `,' ` ' Sheet of T 1 N ti N a .t C SCALE IN FEET 10 23 °este SS I otA 0 SCDHS Reference # C10 �=0013 29305 00 \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cod\ld\Planset\29305.00-UT.dwg L E SYSTEM G DW I 1901.44' (DEED) R-28.50 0 I= 24.50 < _7 1904.80 (ACTUAL) BOTTOM 12.83 ......................... X IN LA kA > T U __1 01 SYSTEM D-1 00 N VF I 6 R=30.00 .06P D-1 7 10,0 SAN UP f B-4 lo 4'O�M H 0. 0. R=29.75 10'0 50 28. H.A. B-6 I=26.25 R=32.00 I Zb 2852 GS= 16 1:28 1 8:42 (OiM 27 11/ SYSTEM -5 , R=30.60 rr Ol Lr' B-610 I ,� "I - �_­ 78 LF 12" SAN Lt' 1:1-310 VF 1=2 SAN LP D-2 7 VF H.A. D-1 H.A. B-5 30 R=31.10 10 CPP @ 0.5% N 1=27 R=32.00 0 R=30.00 10'0 R=30.75 1 27.60 it SYSTEM B-3 .......................... ........... MNGS= 17 0 I=26.50 IN 2 9 1=27:675 11=28.00 7.92 1 1ING- 1 I=27 E7 4'l 30 I R=28.50 7 (10T� =2 4 SAN LP 1 F SYSTEM M -7- - -S Co R=29.50 0 I=2 SYSTEM 31 SYSTEM Cl 77I 26.00 IN B-6 _ 5.25 H.A. D_' Co Co R 36.75 Enf r, gineering, Surveying & I=27 5 1 27:677 (OT T V @ - INV Co T LDG. 29-80 3LDG. = 29-80 .50.10 0 Landscape Architecture, PC -10 _. I.A. B-3 29. -1 Z=30.50 '30. SAN. I A F�Tl INV LDG. 29.00 • SAN. Co 30.14 LOG' 90' 30.90 INV 15 2 N LA 7 27.50 100 Motor Parkway -DO. BLDG. SAN. BLDG. 13 --30.20 27.42 kuu 1) BLD 16 F 23 22 B \,��7 "'q 2940 B B 21 19 29.10 Suite 135 B 20 BLDG. 29.10 C 23 LF 12" 0 B � 1 B 18 cocHauppauge, NY 11788 RCP'0 S6 4*OMH K-q-) R�l 1 4 MH CI 0.'7 30 1 CP @ 1 LF .3 631.787.3400 63 LF 15"-� 30 LF 12 R=31.51 18,VOMH 1 10 LF 12" 07 ?-15 LF-12" 92 LF 12R=32.63 RCP 0 CPP @ 0.5% 26.03 F?-@ 1.0*/ LF 12" ? _,___ ..- 512 CB RCP 9 9.5% 0 jz 413 D l Cr I ', 'l 13A1 =30.00 R=31 ti �304 75 2 70 LF 12" 6 qq SB-2 =31.00 SYS S37*04'40"E, 68' AU' S7 4'OMH -7 LF 1'2" SAN LF H-Z 10 yr PP @ 0.71% RW 6 7R=31.75 R=30.70 30.25 CPP 0.5% 3� 9 I=25.i .20 �11N)I I=25. 3Sn LF 12 AD 17 U 9+(D =31.00 ul 14YD1 4X E9 cn > 0 30 R=24.00 - 0 0 M DRA E 32.8 -----�28 6' DIA. (NATURAL DEPRESSION) > DIFFUSION WELL, r F 27 0 12" ±86,525 CF FEET DEEP CAPACITY 'CPP 0 05% CN BOT. EL. 23.00 H.A. B-2 a, HWL EL. 29.90 l 110 =32.00 CN S5 CEI 30.17 El U r-) R=26.501, 113 LF 18" ca C4 11 .C2 21 LF 15" RC P @ 0.5_ % 2L Lr 8 4'OMH 45 -30.30 5" RCP 78 LF 18" CPP @ 3.5% o S15 0 C O ® 0.5% LP 64 0 :24.83 I=25. 0 LF 18" LF 12" RCP @ 0.". 4 LF 12 H.A D;-11 0.5% 31. (\4 Ir PP 50'UF 18' 1 __\1 R 36.2 6 ±111,600 CF CP @ 0 0% 0 2 CAPACITY (�)_z // 1 27.20 IN 13 LF 12 ;CPP @ 1.0% 5 R=31.511 AD R=26.50 BOT. EL. 26.00 LA CPP 7 I=30.0 I 27.36J2 S16 (< R�32 S13 3 R=26.'5O ;Y TE / EXTEND EXISTING WATER VAIN ON 1�9CB29.56 -22 LF V H R km2 .7 =71 \ UUL HOUSE LANE AND CONNECT RCP 'CPP @ 0.6% 3: -?,D "133 LF 15 9 !I=24.50 1 31 TO SITE (COORDINATE W11H SCWA) 26 12: - I N SYS M $-1 .5% 1-.," - .\ �� z SA UP B-1 lo vF S37'04'40"E., ................................... Sy'!SfE 2.00 il {9� ^ �i�• \@ SAN LP 05,00' PFS 5�6 ���L2 3 I=26.00 ,,- " I=28.32 IN t ( \ �® � ,,-7 }- _._, ,. @ NO RPZ BOX L 14 LF 12" ----------- 79 %9.75 /`1V3'0.7L5' 1 0C 1 10 \�O l 02 SEPARATE T/ RCF_q,0.5% AD SEWER WATER R5 R=31. SUPPL LANS 3Y TEM ... ...... I 24.3 RU 0+00 C Illy R, 32.50 t5L S ON A ry N.A. U-1 R-31.90 R=29. 2 .0 H.A. D-10 OIN D5.4 29ff90.57. 8Z103 10 RCP 0 LF SYSTEM F CB/DW �0qq 89 C/) R4 .17 (ol CID) Cn 0fi10-�JLd<H.A. C-2 5" CPP S EM Co ca 15% CA -15 co IN R=2 H.A. B @ 2 =3150 7 m 30.67 =26.60 0 0 Q 26:52 (01 C 7 'Y' I Co \'l I=25.17 -30 IQ FOR WORK WITHIN THE RIGHTS OF WAY zip 1 23.50 SAN LP B-151 79 Bo 10.83 =3 SEE OFF SITE IMPROVEMENT PLAN FOR O R-3°.00 10,� 0 e @ R2 @ DETAILS (SEE SHEET C-10). 4 19 C�o JA q ss @ WV R1 9 rtl ,vv IF (I - .01 C0 -28.50 32 11 31 11 i 36 0.90 V Utz) 11V > M L) M N \E2 M V 130.903 r SAN. INV 80.05 l ? _01t.,)v -------- --------------o- 0 -18 1 r H.A. B SAN LP B-1.. ♦... R=29.50 5.66 I=27.92 0SYSTEM � i B-17 R=29.00 ♦1=2: -113 1=2 1-0 35 35 I=25.50 H.A. A-1.1 _M.RIN 13ITM.RIN R=32.50 OHO H.A. B-17 31 13=30-30 I=29.50 SYSTEM P DW SAN LP 8-16 to \__-I , /I CO I=29.42 OU R=28.50 el S All 1 20.85 AN UP A-1 20VF @ B;40,M 11.83 31.00 10'0 ♦ 10 v SAN LP B-17 P4 4*0MH R=30.00 10 1 27.5 R=29.85 J BTM.RINGS= 7.50 %IF lm24.85 31 N37*1 3'30"W 400.00, J/ SYSTEM Q DW &2 50 R=28.50 ---,\ H.A. 533 1- 21.50 R-31.30 01 21:2320 IINJol BOTTOM 10.83 I= 01 VU Water/Drainage Crossing Table "000'r �o' ��' ♦`ti P Jo 40, ♦ 1*�l D8 cB SYSTEM A-2 5 Crossing Drainage Sanitary Water Separation 04 SAN LP A-2:1�0 \VF 0,, lo� 6 R=33.00 IN Top Bottom Top Bottom Top Bottom -2. 0 IN 1 29.0 -2.1 H.A. A 2 C H.A. A; 00 VJ R=32.50 ------R INGS= .9 I=29.50 R=33 ol 7- 8 29.49 27.99 26.49 25.74 1.50 OJIJN )5 CB.90 D H.A. A-3.1 'CiJ 82 -_31.14 1. R=31.74 9 29.10 27.60 26.10 25.35 1.50 SYSTEM A-3 R=29.75 q0 " "I = I=26.75 .4 Ipcbc (0 -S q7S_ Co I= 28.09 26.59 25.84 1.50 -7 10 29.59 ,_-30 Jo coC\. 11 29.09 27.59 26.09 25.34 1.50 Ilk- Co S N. INV 0 U r Co BLDG. 32.8c co I=27.68 25.06 24.31 1.50 T INv 12 28.06 26.56 SAN. INV @ 86 BLDG. 32.80 BLDG SAN. INV @ BLDG. 31.30 A D3 4'OMH 13 5.67 = 28.75 1 A 85 =32.0 R--III i 3 27.17 2 24.17 23.42 i.so 90 1 BLDG. 2-8. BLDG. = 31.3 1 (t 87) I A W A 89 88 AD 14 27.07 25.57 24.07 23.32 1.50 A (I - .. R=33.90 0 D4 4'OMH 1 2 M. 00 50 A I (t DW -29. 9.75� C10 C AD 117- (A 1 15 26.87 25.37 23.87 23.12 1.50 =31.3 29.75 I=26.66 D33 / _§YSTEM C-1 16 26.25 24.75 23.25 22.50 1.50 RD-- D_ SAN LP 110 VF R=32.70 10'0 -8 60MH AD -IR34 34 I=26.20 17 26.05 24.55 23.05 22.30 1.50 119 R=29.8C 32 33 yy 33 9 I=23.3 20= 0 GS 28 25.95 24.45 22.95 22.20 1.50 32.6 D4A4�ow tj U 2017 HP R�30.50 -10+71.45 RCP .67 28A 25.75 24.25 34 9 0.5% 22.75 22.00 1.50 F 12" W tx D2 Southold Town L4 W 14 29 18.22 16.72 15.22 14.47 1.50 Planning Board )p 0 1.U7. 10 ,so 1 4-1_. "_�125 LE 15" CP 2.3% 1 LF 15" D The Heritage at 00 13-- 30.50 1 It- 0 RCP @ 1.0;-\�, W 18 LF 15" RW WV SB- 31 =32.7 iIV 34 RD- D11 -5\ =30.75 bl- I Cutchogue ?D 13 -8.50 1.7�=28.50�­­ RD- HYD 34 S13-8 JRk=_31.32�__ DIN Of Cutchogue, New York -RD- 1, 1 R'=30.50 R=30.75 -RD 118 4� Town of Southold 120 115 116 A. 117 A A 9. A (% 31.90 U) A SAN. INV @ SAN. INV @ 2 .90 DRA D IT%YY No. Revision Date Appvd. 14 BLDG. 29. BLDG. 32.00 A SAN. INV @ 0 2 .82 SAN. INV 0 SAN. INV 9 ±34,000 CF BLDG. 1/3/17 AVL 6 TOWN REVISIONS SciinS Approval A CAPACITY P B 29.30 -7 SYSTE n k 32.0 INV'U ---- SAN A,) BOT. EL. 28.00 1 LO 0) 32.6 �9 00 5 TOWN REQUIRED PLAN MEMO 10/19/16 AVL SAN LP 10 VF HWL EL. 30.00 C114 U) 34 R=31.70 10'0 co I=28.20 (IN) 4 SCDHS SUB./TOWN FINDING STATEMENT 10/7/16 AVL 3 C114 C14 _--B_T_M71NGS= 18.20 30 N 8/19/16 AVL r O 0 -s- lj_G LF 18 RCP 0 1.9%C20 OLSYSTE -7.2 RL28.50 2 FEIS SUBMISSION 5/20/16 AVL H.A. A 9 SAN LP 10 Vr R=32.20 i SYSTEM A-7 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL 0 C11 R=29.10 ",R=30.00 10,0 29 9:12 710 VF I=26.70 (1 N I'== ' SAN LP A- 2 2 (00 Rm 32.20 10'0 Designed by Checked by 31M.NINUti= 1b./ 0 D I=29.70 C 31 32 lnwm== 84 Issued for Date F 33 ____13 0 H.A. C-8 ....... ........... July 10, 2015 -0 R=29.90 V) =26.90 N, =26.82 1 (00 Q X Not Approved for Construction SETBACK1 1, 1 11 moo IN ATE WELL­SETBACK ------ i 150' PRIVATE WELL SE 100' 'PRIV 100, PRIVATE WELL SETBACK 0 N Y. ............ v, Ld LU • 1 2009.51' (DEEP) 2009.22' (ACTUAL) 0 PRIVATE WELL Drawing Number 0 0-- OF P EQ) F --------- 40 0 40 80 Sheet of 150' PRIVATE WFCC§ETEFACK,, V) Q) SCALE IN FEET 41 11 23 Oi �4'l U U �� 0 Pli > Project Number Lo ......................... SCDHS Reference # C10 29305.00 \\vhb\proj\LongIs1and\29305.00 Heritage Cutchogue\cad\ld\Planset\29305.00-ER.dwg IE 0 IIINSTALL SILT FENCING AND TREE PROTECTION MEASURES AROUND AREA TO BE KEPT NATURAL AND AS DIRECTED BY THE ENGINEER "(A&UA_L)'_X 1904.80'.............S38*30'50"E (DEED) Ul)C ITUAL),-,"S38'24'20"E,�(A Icp�IEngineering, Surveying & ol! Landscape Architecture, PC I100 Motor Parkway ISuite 135 f(J4 LO LO Hauppauge, NY 11788 I631.787.3400 77� 134 0 273J. S37*04'4 0"E t68'e Ir PH A I I (D. - I e 3 . - - - - - L JL I .......... Ln 0 tj I >0 M 1--�.A I PH Ln M C itINLET PROTECTION OFF SITE P V PHASE 1 ALTERNATE y'T ASE 1 , > IS37704 T �'40"E IIItS 0 1 L STOCKPILE AREA PHASE I I0') 95.00'IGR�FFING, STREET__.... CO _U)/V, -eONSTRt1.:TION ACCESS FOR ALL THREE BILIZEe PHASES PHASE 1 SOIL Ln �01 (JI LTI 0 1 IJ�r\!­ILL. r%F\L.M 0 0 IIo/t '7i J............... cri Ln 0 T S OCKPILE AREA >-"FIHASE t2 SOIL I . .......... 10 M '13'30"E (DEED) M S37 C/o >-S37-04'30"E (ACTUAL) 221.4�' N 37*1 3'30"W 400.00'PHASE 2 PHASE 4 A G I N e'�/T E �AA�GIPIG AIREA FOR 3 SOIL I,HA F G PHASE-3 HA� PHASE 3 00 I0 Lr5 ILT FENCE TO BE INSTALLED PHASE 4 SOIL AROUND SOIL STOCKPILES TYP. \ ,— , o - 11, -- I 0 -STOCKPILE (SEE DETAIL)tTAGE RESERVE AREA PROTECTION NOTE: L -17 L I0 i�l AREA LO _J7' L.............. 0 IIDRAM THE CONTRACTOR IS REQUIRED TO INSTALL SILT FENCE AND >PHASE ICONSTRUCTION FEN D DRAINAGE RESERVE AREAS IN �- 7 IM -MEN== tORDER TO MINIMIZE DISTURBANCE AND COMPACTION IN THESE AREAS. 0 --r— FINAL GRADING OF DRA'S IS TO BE COMPLETED IN ACCORDANCE WITH -7) 0 THE LANDSCAPING DETAILS AND SPECIFICATIONS. WORK MUST BE f I1 P;i COORDINATED WITH PROJECT SITE ENGINEER THROUGHOUT I [ __r,L 7, 7 Y, CONSTRUCTION. C71 PHAS t10 00 E 4. 0 PHASE 2 PHASE 3 x M tN36*54'20"W 2,0109.51',.,:(DEED)2009.22' (ACTUAL) 80 0 80 160 IISCALE IN FEET II-7 IILEGEND IErosion Control Notes 30 1. PRIOR TO STARTING WORK ON THE SITE, CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCIES AND INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS REQUIRED BY STATE & LOCAL AGENCIES. ACTUAL EROSION CONTROL MEASURES WILL BE DICTATED BY FIELD CONDITIONS AS CONSTRUCTION ENTRANCE CONSTRUCTION PROGRESSES. BUT THE FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVED: n,7 eA EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED INLET PROTECTION (DANDYBAGOR OTHER) -EA,'FO B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO AS TO MINIMIZE THE SIZE OF EXPOSED PH A SE 4 �,A�G I N,d!��R AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. ................... W11 CURB DROP INLET PROTECTION .......... C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF VELOCITIES. SILT FENCE D. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. 32 EM E. SEDIMENT SHALL BE TRAPPED ON THE SITE. D II-34-7� ISPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO "THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT 6 2017 IZ/ CONTROL". South6ld Town 2. SEDIMENT BARRIERS (SILT FENCE, STRAW BALES OR APPROVED EQUAL) SHALL BE INSTALLED AS Planning loard 4 SOIL 102 I77 The Heritage a A REQUIRED ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION OF THE WORK. NO SEDIMENT FROM L STOCKPILE AREA * THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES, WETLANDS OR ROADS. Cutchogue I3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH THE USE OF A TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION IICutchogue, New York r tSERVICE RECOMMENDATIONS. ITown of Southold L ILi I4. STOCKPILES THAT ARE NOT STABILIZED SHALL BE SURROUNDED BY SILT FENCE AND INSPEC D AF R 34 L TE TE I-3 No. Revision ISTORMS AND AT THE END OF EACH WORK DAY.7 Date Appvd. Q) 5. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM SEDIMENT BUILDUP v) n, 1/3/17 AVL 6 TOWN REVISIONS .................................__I ............. THROUGH THE USE OF SEDIMENT BARRIERS, SEDIMENT TRAPS, DANDY BAGS, ETC., AS REQUIRED. 5 TOWN REQUIRED PLAN MEMO 10/19/16 AVL INLET PROTECTION 6. PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE PERFORMED AS INDICATED BY PERIODIC 4 SCDHS SUB./TOWN FINDING STATEMENT 10[7/16 AVL IINSPECTION AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE (TYF NOT LIMITED TO, CLEANING OF SEDIMENT BASINS AND TRAPS, CLEANING OR REPAIR OF SEDIMENT C6 BARRIERS, CLEANING AND REPAIR OF BERMS AND DIVERSIONS, AND CLEANING AND REPAIR OF INLET 3 REVISED PHASING PLAN 8/19/16 AVL 0 .. ..... ....................b....................*** -::-:-:-:- (TYP.) INLET PROTECTION IN PIN 11, I 1111ill 11 PROTECTION. ................................... 2 FEIS SUBMISSION 5/20/16 AVL Cr .......... .......I7. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. 0 I DEIS REVISIONS(SMP NOTES) 10/21/15 AVL IPesigned by Checked by r I ............\\,/k 8. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS I0 FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL 77A___J THE SITE IS PERMANENTLY STABILIZED. ..................... IDate 0 Issued for A 107 9. SEDIMENT BARRIERS AND OTHER CONTROL MEASURES SHALL REMAIN IN PLACE UN11L UPLAND DISTURBED July 10, 2015 A NTLY STABILIZED, AFTER PERMANENT STABILIZATION, PAVED AREAS SHALL BE A CLEANED AND DRAINAGE SYSTEMS CLEANED AND FLUSHED AS NECESSARY. (10% 10. THIS PROJECT DISTURBS MORE THAN 1 ACRE OF LAND AND FALLS WITHIN THE NYSDEC CONSTRUCTION Q) Not Approved for Construction C GENERAL PERMIT PROGRAM AND MS4 JURISDICTION OF THE TOWN. THE CONTRACTOR IS ADVISED THAT INTENT HAS BEEN FILED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH 32 STORM WATER POLLUTION PREVENTION PLAN DOCUMENTS HAVE BEEN PREPARED AND A NOTICE OF I A SILT FENCE TO 8 ALL PREVISIONS ON THE GENERAL PERMIT AND SWPPP DOCUMENTS, INCLUDING COORDINATING l -36 33 INSTALLED AROUND- ENTIRE SITE', MANDATORY INSPECTIONS AND MAINTAINING SWPPP DOCUMENTS ON-SITE FOR THE DURATION OF 0 32 CONSTRUCTION.a- (TYP.)0 PHASE 4< Dandy Bag Notes ------ 32 0- 1. INSTALLATION:00 7�4 L6 1.1. EMPTY DANDY BAG SHOULD BE PLACED OVER THE GRATE AS THE GRATE STANDS ON END.0 -------1.2. IF USING OPTIONAL OIL ABSORBENTS, PLACE ABSORBENT PILLOW IN POUCH ON BOTTOM OF THE UNIT. Drawing Number O TETHER LOOP. HOLDING THE LIFTING DEVICE (DO NOT RELY ON LIFTING 0 DEVICE TO SUPPORT ENTIRE WEIGHT OF GRATE) PLACE THE GRATE INTO IT'S FRAME. CN 2. MAINTENANCE:I_A�A, or tj C = 5 0 i 2.1. REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE AND VICINITY OF THE UNIT VENT.2.2. REMOVE THE SEDIMENT THAT HAS ACCUMULATED WITHIN THE CONTAINMENT AREA OF THE DANDY BAG Sheet of AS NEEDED.0-0 i M v) 4 12 23 2.3. IF USING OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENT PILLOW NEAR SATURATION (P X7 f7 I I I A Typical Erosion & Sediment Control Layout> SCALE: 1"=40'0 NOTE:CONTRACTOR IS NOT PERMITTED TO USE FILTER FABRIC MATERIAL AS INLET PROT��:O:N] Project Number co 29305.00 \\vhb\proj\Longlsland\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_DT.dwg E O v s g37 > a 3 CROSSWALK (WHITE) I 9' 2' (MAX.) � CURBLINE Z a (TYP) I w N o 12" (TYP.) DASHED LANE LINE (WHITE) s I® I® 4" (TYP) M N 5"_6 R7-8 ri* 4" O w 12" 6" _ 2 6" . 2' 6' 2 o N CAP STEEL PIPE POST (n I 1 BROKEN LANE LINE (WHITE) 4" (TYP) 0 n TYPICAL SIGN Q - - - - - w . - 0 4" � 4" (TYP) ;� N 5 Engineering, Surveying & MAX. SLOPE 1.5% 45° WHITE PAINT WHITE PAINT �SEE NOTE 1 Z Da Landscape Architecture, PC 12 SEE DETAIL z 2Y2" DIA. STEEL POST p HATCH LINES (WHITE) '��' z Q (PAINT COLOR SELECTED 100 Motor Parkway 17" 0' 17" 2'-0"" 3'-0"" 4" BLUE LINES o BY ARCHITECT) N } 24" ON CENTER 4' I- Suite 135 3 -8 z w Hauppauge, NY 11788 v 4" (TYP) LENGTH AS REQUIRED w 2" (MAX. CURBLINE 1• 2' (SEE STRIPING' PLAN) _� BLUE SKID- o m 631.787.3400 (TYP.) ((TYP-1) 12"" RESISTANT w DOUBLE BARRIER LINE (WHITE) 4" (TYP) I I T-�" 2'-0" z PAINT L m d wN 2' _ 8' (TYP.) O 16' `1 bo z 8" (MIN.) 9" (MIN. SINGLE EDGE LINE (WHITE) 4"" (TYP) WHITE PAINTED N N LANDSCAPED AREA OR SIDEWALK 04 o STOP LINE ACCESS PARKING AREA I AISLE SPACE oD 16" (TYP.) CROSSWALK LINE (WHITE) 12"" (TYP) ACCESSIBLE PARKING Notes: AY_� 3" WIDTH WHITE 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"� Detail 16"" OR 12"" DIA. INCH LINES) WILL BE ACCEPTED. N . r CONCRETE SUPPORT 2. LONGITUDINAL CROSSWALK LINES TO BE PARALLEL TO Notes` Notes: CURBLINE. NOTE: 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 1. PAVEMENT MARKINGS TO BE INSTALLED FOR ON SITE WORK IN LOCATIONS SHOWN. 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' 6/081 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 Q' GRADE; LANDSCAPED AREAS 8"" MIN. LOW a z PERMEABLE SOIL �o� F ;; 2 3/8 MIN THICK PAVERS CAP UNIT WITH MIN 1/4" WIDE JOINTS dos �,9 PE o I ��9fJ .f o OFRp� Q J 1,� TO 1 , BEDDING SAND z 4" THICK AGGREGATE BASE =- E G s = f' BLOCK WALL UNIT `r�oo LANDSCAPE I P Si ti z BELOW PAVERS AND SAND TE ( S�� oar AREA (TYP.) i ( �F9`� J r CONTRACTION PLAN COARSE BROOM FINISH " ,s 1 WEEP HOES X ��;''' JOINT EVERY 4' W �' " ` `� Q � _: 10" O.C. MIN.) � GE 0 ROt) SEE DETAIL "A" I ca�P�Q GHe.• ''� :/ Q I �8 FINISHED �0 EXPANSION JOINT EVERY 20" - // j UNIT DRAINAGE FILL ".. '' GRADE PG PE , ��, ',.'''� P-�� Z \`\o?� \ 5 POURED SEE DETAIL"B" °' /// \ /// /// \// (3/4" CRUSHED s�o CONCRETE \ \j\\ ROCK OR STONE 4. "?~, \..... RAMP ,,r9'' '� ° ° q ° . APPROXIMATE LIMITS uo uv uu a uu u u� r u u� COMPACTED SOIL SUBGRADE OF EXCAVATION UNREINFORCED CONCRETE OR 1 0�°0�00� oho o��b�o �o�°o o��o�oo�o��o o��o� bio o°o �o�� �o �o� CRUSHED STONE LEVELING PAD Q �AN - ► o` °c �Q`� Y4"" LIIP MAX. 2" �IITI N 6" GRANULAR MATERIAL Notes: SEE (NOTE 9. N� (BANK RUN SAND & GRAVEL Notes: ) 2. COORDINATE PAVING PATTERNS EWITH LANDSCAPE AP ANSCE OR APPROVED EQUAL AREA OF COLORED SURFACE REINFORCED CONCRETE 3. PAVERS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. 1. WALL SHALL BE KEYSTONE GRAVITY BLOCK WALL OR APPROVED EQUAL. Y4" LIP MAX. SECTION 2. WALL SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. ���! � SEE NOTE 9. APRON W/ 6"Xs" WWM 3. CONTRACTOR TO MINIMIZE DISTURBANCE OF LAND WHILE INSTALLING WALL. ,�!`;,•" �o��P °_• ° . . ° Non-Permeable Pavers (Community Center Patio Area) 4. CONTRACTOR TO RECEIVE APPROVAL OF WALL FINISH PRIOR TO CONSTRUCTION. - -+- =.- -•- - 5. CONTRACTOR TO OBTAIN ANY NECESSARY BUILDING PERMITS RELATED TO WALL. cJ \ o 000000 0000 000000 o�o N.T.S. �,,•'••"� •�,, 0 0 0 0 0 0 0� � 0 0 0 0 0 0 0 GRADE; TOP OF PAVEMENT Retaining Wall Detail 12/13 DENSE AGGREGATE BASE OR PER DRIVEWAY SECTION 2 3/8' MIN THICK PAVERS N.T.S. Source: VHB LD_ Notes` Notes: SECTION AT DRIVEWAYS WITH MIN 1/4" WIDE JOINTS 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.). 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.). PRE-MOULDED „ 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 1/4' RADIUS BITUMINOUS JOINT 4 THICK 4,000 PSI CONCRETE 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 1/2" FILLER 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%. GRADE; TOP OF PAVEMENT 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 n " PER PUN PER PLAN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. " ' •°` • ° ° ' s SECTION IN FILL 6. RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. ° • . ° SLOPES 3 ON 1 MAX 6` CROWN 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. ° °� `� • . ° ° ° ° ° • ° G 2%MIN. //\ \ ° // ° // 6%MAX. 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\\�j\\ 1- 5- '° , 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH EXCLUDING CURBING A 5' x 5" (SEE DETAIL) 6%MAX. ( ) PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY EXCEPT WHERE VERTICAL CURBING IS 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS ° INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. � � � t / i�ii�ii�i \ \�i�� CENIERLJNE ELEVATION `�ii�i�yi;� • iiyi,�`/i�% INDICATED ON THE DRAWINGS TO BE SET FLUSH. DETAIL A DETAILT' COMPACTED SOIL SUBGRADEi;� ,;` TO EQUAL TOP OF CURB 10. TRUNCATED DOMES ARE NOT REQUIRED ON RAMPS LOCATED OUTSIDE THE PUBLIC ROW. RAMPS Notes: Notes: 1-1/2• BITUMINOUS TOP COURSE iSECTION 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, 4,000 PSI 1. NON PERMEABLE PAVERS TO BE CAMBRIDGE RENAISSANCE OR APPROVED EQUAL. 6` DENSE GRADED AGGREGATE BASE COURSE CYLINDER TESTING REQUIRED AS PER P.E. 2. COORDINATE PAVING PATTERNS WITH LANDSCAPE PLANS. STABILIZED SOIL BASE 3. PAVERS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. Accessible Curb Ramp (ACR) Type 'D-D' 11/10 Accessible Curb Ramp (ACR) - Type 'B-D' 11/10 Concrete Sidewalk 7/12 Flush Non-Permeable Pavers (Roadway Median) Typical Road Section 6/12 N.T.S. Source: VHB REV LD-503 N.T.S. Source: VHB LD-501 .T.S. Source: VHB LD_ N.T.S. N.T.S. Source: VHB 19'7" 1" MAX. CONCAVE JOINT EXPANSION JOINT EVERY 20' CONCAVE JOINT 9 B" SPECIFICATIONS 6.6" UNIT SIZE - 20" X 20" X 1" UNIT WEIGHT 18 OZ. OR 4.5 POUNDS STRENGTH - 5720 PSI FINISHED GRADE COLOR - BLACK (STANDARD) i RESIN - HDPE (WITH SOME POST-CONSUMER ^ ^ D RECYCLED CONTENT 1-1/2" BITUMINOUS TOP COURSE WEARING COURSE PAN o ° ° o ° ° °° JAN Q 6 2017 GRASSPAVE2 SQUARES o ° ° oo ° ° ° °° ° 0 o °°O O O ° o° ° BINDER COURSE ° SOUt110{�TON'rl ° o � ° ° ° ° 00 � ° _ ° a � � ° Planning Board 1 ADJACENT GRASSPAVE2 SQUARES ° ° a ° o ° ° ° a ° 0 3" WELL GRADED GRAVEL - ° o '� °_ The Heritage at 0 000 °0 0 ° ° o ° o - =a = ae- # 5 REBAR EXCEPT BETWEEN o p o o ° o °O o 0 0 o a o 4'" DENSE GRADED o o ° O 8 O o 0 o° ° v EXPANSION JOINTS (SEE NOTE 5) ° o o° ° 0 0 a °0 a AGGREGATE BASE COURSE Opo ° o o ° ° 0 0 00 C u tc h o g u e O o ° o 0 0 0 0 °0 00 °O 0 6 0 0 0 0 O a o o SECTION A-A 5 REBAR EXCEPT BETWEEN CONCRETE BELOW ASPHALT WEARING COURSE SEE ENLARGEMENT BELOW o o 0"o 0 0 ° '019 o 0 O o 0 0 0° �\ �� CONCRETE BELOW ASPHALT # v 3.3" I HYDROGROW MIX BELOW RING; 3-1 2" EXPANSION JOINTS (SEE NOTE 5) BINDER COURSE Cutchogue, New York '9 J 5-1/2" 3" MIN. Town of Southold 2.4" / I COMPACTED SUBGRADE A Notes: .° 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 Appvd. V) (CLEAN, SHARP SAND) JOINTS (SEE NOTE 5) TEST CYLINDERS FOR CONCRETE STRENGTH MAY BE REQUIRED, AS REQUESTED EER 6 TOWN REVISIONS 1/3/17 AVL J � � � � � COMPACTED SANDY GRAVEL ROAD BASE ( Q 95% MODIFIED PROCTOR DENSITY N LIQUID AC 2• CONBY CRETE INSPECTOR CURE 014NDAYS INMIN.)BEFORE ROADWAY PAVING CAN BEGIN. 5 TOWN REQUIRED PLAN MEMO 10/19/16 AVL Trail Section 12/14 0 0 0 0 0 0 0 �o o lo 3. CONCRETE MONOLITHIC POUR, MUST USE FORMS FRONT AND REAR. � 12" COMPACTED GRAVEL N.T.S. Source: VHB ° WEARING COURSE 4. EXPANSION JOINT TO BE 5' MIN., 20' MAX. 4 SCDHS SUB./TOWN FINDING STATEMENT 10/7/16 AVL 3" LIQUID AC UNLESS OTHERWISE STATED 5. REBAR IS OPTIONAL EXCEPT AS REQUIRED IN INDUSTRIAL AND COMMERCIAL 3 REVISED PHASING PLAN 8/19/16 AVL ROADWAYS. 0 0 0 0 0 0 0 0 0 Notes: BINDER COURSE O BELGIUM BLOCK a 2 FEIS SUBMISSION 5/20/16 AVL N =1 11=1 ► 1=1 11=1 I M I 1=I i-1 11-1 11=1 I I COMPACTED a Belgium Block Drop Curb Transition At Driveways) 6/15 1 1 1-I SUBGRADE ° g p ( y ) 0 1. ALL BITUMINOUS CONCRETE USED FOR DRIVEWAY PAVEMENT SHALL BE PLANT a ° a 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL >, SECTION MIXED. 1/2- CHAMFER ° ° 3" N.T.S. Source: VHB Designed by Checked by 0 2. ALL DRIVEWAY MATERIALS ARE SUBJECT TO LABORATORY TESTS TO DETERMINE IF a = THEY CONFORM TO THE SPECIFICATIONS. a LANDSCAPE 3. SUBBASE MAY CONSIST OF NATIVE MATERIALS IF FOUND SUITABLE BY THE FINISH GRADE Issued for Date AREA TOP OF GRASS ROOT MASS 6 MM 12" 16" >; (1/4") ABOVE TOP OF RING ENGINEER/INSPECTOR. IF DEEMED UNSUITABLE THE SOIL SHALL BE REPLACED BY INCREASE BELGIUM BLOCK REVEAL TO 6" IN JUIy 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 ELEVATION AS PER PROFILES. .... 4. IN AREAS OF FILL, SUBBASE SHALL BE PLACED IN MAX. 6"" LIFTS AND o JOINTS (SEE NOTE 5) SNAP-FIT FASTENERS "" "'"' "' O O O' \' COMPACTED TO A MIN. 95% STANDARD PROCTOR DENSITY. """""' "" o ' \ a', CURB INLET, SEE DETAIL ° oCOMPACTED 01 �� - - - ROOT MASS TOI FILL 5. SUBGRADE IS TO BE FREE FROM DEBRIS AND UNSUITABLE MATERIAL AS � o 0 o Not Approved for Construction j GRASSPAVE2 DETERMINED BY THE ENGINEER/INSPECTOR AND SHALL BE COMPACTED TO 95% ��\ ' d AGGREGATE BASE „ MAX. DRY DENSITY. ` 6• 6" Notes: a- �\\/ 12" COMPACTED GRAVEL 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. `O + �\ BASE COURSE ROADWAY SUBBASE COURSE. ° • (TEST CYLINDERS FOR CONCRETE STRENGTH MAY BE REQUIRED, AS REQUESTED LLJ4000 PSI CONCRETE I j/� ° °° • m. BY INSPECTOR OR ENGINEER) w 0 0 0 \�/ ENLARGEMENT 2. CONCRETE TO CURE 14 DAYS MIN. BEFORE ROADWAY PAVING CAN BEGIN. � Notes: ° ° 3. CONCRETE MONOLITHIC POUR, MUST USE FORMS FRONT AND REAR. v a � 7 6"COMPACTED GRAVEL 1. GRASS /PLANT TYPES SHALL BE SPECIFIED \ UNDISTURBED OR 4. EXPANSION JOINT TO BE 5" MIN., 20' MAX. BY A LANDSCAPE ARCHITECT OR COMPACTED 5. REBAR IS OPTIONAL EXCEPT IS REQUIRED IN INDUSTRIAL AND COMMERCIAL °a COMPACTED SUBGRADE LANDSCAPE DESIGNER \�jj\�jj\�jj\�jj\�jj\�jj\�jj\�jj\ SUBGRADE ROADWAYS. 2. COMPACTED GRAVEL BASE SHALL EXTEND A MINIMUM OF 12" BEYOND THE EDGE OF - GRASSPAVE UNITS AT UNRESTRATINED 10' INCREASE SLOPE TO MEET 10' Drawing Number EDGES CURB INLET GRATE 9 0 N 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 r , �� N.T.S. Source: Invisible Structures, Inc. N.T.S. Source: VHB REV LD-4-30 N.T.S. Source: VHB REVLD_409_REV N.T.S. N.T.S. Source: VHB ��^a `';>� ,, N K aS E Cm6 V. 13 23 v Sheet of a, h4 FSS1i•�' > Project Number a co 29305.00 II II \\vhb\proj\Longlslond\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_DT.dwg O V s CONCRETE BRICK & x x x x x MORTAR (OR CIRCULAR C.I FRAME WITH SLOTTED COVER OR SOLID x SELVAGE OF FABRIC PIPE CHIMNEY WHERE COVER OR AS SHOWN ON PLAN KNUCKLED TOP & BOTTOM REQ'D,) TIE WIRES 1' MINIMUM PAVED FINISHED GRADE LOAM & SEED 2' MAXIMUM U FA E j -Ili- ., X - °o - - PRECAST SOLID WALL I RAIL ii�'IT='- C14III g o -- ='� SHALLOW DOME 11= 0" SIN. ° x COLLAR TOP OF RINGS ° INSTALLED AS PER PLAN 10' HIGH CHAIN LINK� _ , ��' �1- EQUALIZATION PIPE TO BE FENCING CENTER RAIL 3/16" 11= ® ® ® � 2" DIAMOND MESH =III= 0 8 III-I 1=III _ -III= CHAIN LINK FABRIC ®®® ® ® ® " " I:.? ": WRAP DRAINAGE RINGS WITH END CAP .III o o - II- ° TRUSS ROD 1=11 g°° ° INVERT FLOW 1= GEOTEXTILE FABRIC SUPAC 4NP 111 c5 � g ®®® ® ® V-A �,,I - - 11=11 MIRAFI 140N OR APPRD. EQUAL' x 4"DIA. SEAMLESS STEEL PIPE SWING II ° ° °, 'go III= WHERE DRYWELLS ARE x TYPE ARM ASD, GRADE POSTS ASTM A53, 3/16" a 1111 °'o o° ®®® ® ® ® ` `o 0 00 111111 INSTALLED UNDER PAVEMENT Engineering, Surveying & STANDARD WEIGHT - _.._...... I1=11 3" 3/16" 1/2- ROUND 1�1III ° o° 0 111_ Landscape Architecture PC \ �\\�\\��\\��\\��\\/\\\i\\\ < ° i�\\�/�\\// STOCK 3/16" N �I I II ° ° o o° 1=_1 ' // I o ° IB®® ® ® ® `" i ..= I" 2' III- BACKFILL UNDER AND \'` I9 " SWING ARM 111 0 II AROUND DRYWELL WITH 100 Motor Parkway 1=11 0 °o _ MIN. ,O I_ y SINGLES NET POST 1" MIN. COMPACTED ASPHALT SURFACE COURSE - SLEEVED POSTS =III �° °° ®®® ® ® ® :..._ __I ; t_. ° , 0 1-1 GRANULAR MATERIAL CENTER °U •U TENSION WIRE 0 ° (33' CENTER TO SERVICE �, __..._ ...., _. ._... 8 Ilf CONTAINING LESS THAN Suite 135 CENTER) LANE 3" MIN. COMPACTED ASPHALT LEVELING COURSE a =III °°0° ° °, III= 15% FINE SAND, SILT AND x x o 0 0 0 0 0 0 0 0 0 o Elevation �I111111 �° ° ®®® ® ® ® _ °'° °o° 111111 CLAY (SILT AND CLAY Hauppauge, NY 11788 0 0 0 0 0 0 0 0 0 - 111 FRACTION NOT TO EXCEED cn ?I=111 6° ° o° o DOUBLES NET POST \--SINGLES 0 o O o 0 0 HROUGH BOLT F- -111- ®®® ® ® ® o° ° 11= 631 SIDE LINE o0 0 0 o N z1=111 . 0 ° o o III 5%) - SEE NOTE 6 .787.3400 (42' CENTER TO NET LINE = o 0 0 0 0 0 0 0 o AND PADLOCK �-III °8 ° ®®IB ® ® ® 1 `: rv. ° - CENTER) 3'-0" p p p o 00 O 0 6" MIN. COMPACTED BASE COURSE LOCKING ASSEMBLY 3/16" CHAIN W/PADLOCK w o-II o o ° °o III ______ I x 0 0 0 0 Q o 0 TOP RAIL 4'-6" (TYP. 4'-6" (TYP.) AND FURNISH 6 KEYS BOTTOM III °08 ° ° ° ID®® IB [71 071 _-.. ,_, ., 3„ °° ° °rn 1= x oa 000 0 0 o a o o ;' OF RINGS 1=11 8 8° III: 111 0 �0 0 0 0 o 0 o r•D 2' MINIMUM CLEARANCE TO po 00 p o 0 0 ° p 0 a FENCE FABRIC = =11 ° ISG z HISTORICAL HIGH GROUNDWATER DOUBLES ° a III o°� 0 °o o ° 00 11=N - SIDE LINE o \\;��/��;\��\�/a��a\\\��\��a\��\�\��/i\�<\�/�������a�������� �I (!.� 12'-6" 12'-6" I 1=1 I o o°0 0 0 0 0 ° III PER COUNTY RECORDS. x =111- 60 ° 0 °° 0 11- CURRENT EXISTING GW CURB INLET x i CORNER, END OR N z� a j_III °° OUTSIDE DIAMETER FRAME & GRATE S, LINE POSTS N CONCRETE FOOTING I 1a III-I sE�OPLAN° ° GROUND_ SER ELEVATION TO BE CONFIRMED N CENTER z o= 0 0 IN FIELD Xj SERVICE COMPACTED SUBGRADE RAIL a c� U =III-III__ o ° ° o ° _=III_= PROVIDE 10" SLAB FOR t UNE oc <w I, ° _I 11=1 1==_ - I- n = -111-III-III-I I1=- °° 8 111=111=111=11- CURB INLET WHERE x 1" BEVEL o= L D -III-III=III-III=1 °° ° III=III=III-I'" 6' MINIMUM PENETRATION INTO INDICATED ON PLANS w� COMPACTED GRAVEL (TYP.) -i VIRGIN STRATA OF PERMEABLE x Asphalt Section for Freeze/Thaw Climate o U)D-Z (1X2" MAX. STONE) I1=I 1 4' (MIN.) 11=III= SAND AND GRAVEL FIN. GRD. TENSION 1 o a i1-111 I II ftL�=Nl = I I ° 1 ,�,_, I,=WIRE CO 3'" DIA. SEAMLESS STEEL PIPE SWIVEL 12" DIA. =III=III=III=III=III=III= °g ° I1=III-III=_=- 4' DIA. MINIMUM CONNECTION TOP OF RINGS I x o ° °° 0 0 0 °08 ° °o °0 000 - TO UNDERLYING SAND AND ®� .. � POST ASTM A53 TYPE "S'", GRADE So .0 i0 "B" EXTRA STRONG WEIGHT (O.D. ° °° °°08 ° ° °° v ° ° o0 4q o0 GRAVEL STRATA a0 Notes: I o8 MID Q ® ® ® LASE LINE CONCRETE FOOTING a i ) 1 3Y") Notes: 1. TENNIS COURTS FEATURES INCLUDING, NETS, MARKINGS, ETC SHALL BE INSTALLED PER US TENNIS �`1 242' DIA. AssoaArloN SPECIFICATIONS. (3000 PSI-TYPE I) - °� co 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« -6" 4.^6« CENTER LINES WHICH ARE MEASURED OUT TO CENTER. TO C TO q 3. THE CENTER SERVICE LINE AND CENTER MARKS SHALL BE 2 INCHES WIDE. OTHER LINES SHALL BE 10" DIA. ® LINE POSTS 27'_0" BETWEEN 1 AND 2 INCHES WIDE EXCEPT BASE LINES WHICH MAY BE UP TO 4 INCHES WIDE. OR 1'-4" ® CORNER, Notes: 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST STRUCTURES SHALL INCLUDE MANUFACTURER'S 4. RECOMMENDED COURT SLOPE: 0.83% MINIMUM, 1.00% MAXIMUM. PULL OR END POSTS Note: CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO WITHSTAND SAID LOADING. 12'-O" 36'-0" 12'-O 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 o Section 1• MATERIALS TO BE SUPPLIED AND FIELD PAINT EPDXY ENAMEL-YELLOW. cv INSTALLED IN CONFORMANCE WITH 4. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE "CHAIN LINK MANUFACTURER'S 2. PROVIDE "MASTER" PADLOCK WITH 6 x x x x --x x INSTITUTE" PRODUCT MANUAL. WORKING KEYS. 5. FRAME AND COVER SHALL BE SET IN FULL MORTAR BED, ADJUST TO GRADE WITH 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 \ CAST IRON INLET FRAME & SOLID 50' MIN. Q Q / \ 1 1/2"' - 2" GRADE COVER TO GRADE. of LIGHT POLE & ANCHORING STONE BACKFILL _ _ BUT SUFFICIENT TO KEEP AMERICAN-MADE C.I. FRAME WITH , o- _ SEDIMENT ON SITE a a PROVIDE BASE COVER I I SYSTEM BY MFG. - - SLOTTED COVER, CURB INLET FRAME BRICK MAY BE USED TO REINFORCED, 4,000 PSI F w w AS FURNISHED BY z Q AND GRATE OR SOLID COVER AS ° ADJUST CURB INLET CAST --- TRAFFIC BEARING Z Half Plan -Dome To °�°O° �° io °°°4°° - - IRON GRATE & FRAME TO CONCRETE SLAB HAY BAIL AND/OR a POLE MFG. I I 1' CHAMFER _vim P INDICATED ON PLAN. NEENAH, I-I ° _...•_....... -I _ SURFACE ELEVATION A 3s" ; SILT FENCING = v N CAMPBELL, OR APPROVED EQUAL I MAXIMUM OF 12 INCHES. 48" REINFORCED 4,000 PSI Q > o - CAMPBELL,8E SEEDED SLOPES TO VARY �- -� PRECAST CONCRETE a z LIGHT POLE BASES "'I=III1,1 _ _ _ 1_ SET 6" ABOVE GRADE. CATCH BASIN TO Z Q _ _ -III=III =1j1-111- STANDARD STEPS 6" OI IN PARKING LOT TO Rim Detail ® 1s" o.C.-Typ. s" u- 00 ' _ O.,' Z • BE PAINTED YELLOW II ° °° IIII PRECAST SOLID WALL DOME. 0 Q a° a o REBAR PER MANUFACTURES `O 111111 0� 00° °g ° °o °° =III w a 04 0 °° OR STRUCTURAL ENGINEERS M IIII III 00 I III 1 MIN. 6" WASHED - =� STONE BEDDING 6 • � SPECIFICATIONS III=1 ° TOP OF RINGS C& Oo IIIII� f w Q =III 80° o CURB INLET DETAIL9 z o� 11= EQUALIZATION PIPE TO BE d cf o" III_- _ I= o CAST IRON CURB INLET Q _ 8 INSTALLED AS PER PLAN. GRATE & FRAME. I, - . . - ` a 18'" , ° FINISH GRADE (MATERIALS VARY) o z -III ° - REINFORCED, 4,000 PSI GRADE TYP. c„_j l °00 0 0 STORAGE INVERT FLOW I=I TRAFFIC BEARINGOf x a -I I 0 °° VOLUME = 111= 3' WIDE SAND & GRAVEL COLLAR Notes: CONCRETE SLAB �` �" . ' O �p> o Q o° ALL AROUND. SEE NOTE 6 BRICK MAY BE USED TO 4-1 �G = o ° ° 100.88 CF/VF ° ( ) R 4 N - ° _. ,... _.. .._._ o� ° _� 1. ALL PRECAST STRUCTURES SHALL BE PROVIDED WITH REINFORCED 4,000 PSI • - I-- ADJUST CURB INLET CAST o- 2" TYP. COVER ____ I u� ° w_, IRON GRATE & FRAME TO cv -III a r 3 III BACKFILL UNDER AND AROUND SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND PRECAST CONCRETE 26" SURFACE ELEVATION A Of a a 5000 PSI TYPE II I I- o - CATCH BASIN w = ° MIN. W L GRANULAR SHRINKAGE, AND SHALL BE DESIGNED FOR HS-20 LOADING. 48» MAXIMUM OF 12 INCHES. O w CONCRETE CEMENT N � -III 0 ° o ( o III- W Z _ .1I- 0 00 ; o g° ° O 11= CONTAININGLESSs" _. DRY EL WITH - CONDUIT AND GROUND ROD z- -111 o m, ° ° 11 I� THAN 15% FINE SAND, SILT AND 25'-0" z ° CONNECT TO INSIDE METAL POLE Of "' III=1 0'°0° ' - ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST MIN. FROM Z o_ __ ° ° f: I- ° CLAY SILT AND CLAY FRACTION s" To -o Q w a SEE ELECTRICAL PLAN FOR SIZE � o I II I II a°oo o I °0,0°o° I1= ( STRUCTURES SHALL INCLUDE MANUFACTURER'S I•'-a �\/ a /\, o �r -III 8°° ' .. -< ° o° o 111111 NOT TO EXCEED 5%). CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED 20 =0 //\ \//� III-I 00 WITHSTAND SAID LOADING. T 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. ¢� �% \//%< M -III ° III�II FOOTING RINGS REQUIRED T I FILL T018"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. ~ '\\ ' /� III- ° ;_,.. _,: o II-I WHERE UNSUITABLE SOIL 3. ALL PRECAST STRUCTURES SHALL BE MANUFACTUf�ED WITH MIN. 6" WASHED � a \/�� I c~/� w =III °8 0 0 ° ° °o CONDITIONS ARE ENCOUNTERED. SLAB DETAIL Of- !/� ^ . ° \///� o o III-°08 ° ° ° __. i.;l _ 4,000 PSI 28 DAY STRENGTH CONCRETE. STONE BEDDING _... LLJ ° ° o -I / Cf) %� \ _ _ :III 8 µ <u..._. ._._.., o III=ECFV. 12.0 2s" ° o =11 Ooo� III= 4. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2'" MAX. r PLAN VIEW BOLT LAYOUT ° z I ;�` REINFORCED TRAFFIC / ////////////// //< III o � o 0 0 1=I1 N - CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE COMPACTED OR .\�\�.\�.\�\�.\�\�.\�\� �.\ & MOUNTING I ° °° 0 ° 48" g" BEARING CONCRETE SLAB -I °� 111= .� JOINTS. so" NOTE: THICKNESS AND UNDISTURBED 2'-0" (MIN.) PROCEDURE AS I I- Oo °O ° ° °Q o ° REINFORCEMENT FOR SOIL PER MFG. SPECS _ °0 12 OUTSIDE DIAMETER SUBGRADE -III 00 ° o o °GROUNDWATER � AND TRAFFIC LOADING BY II-II 0 a 0° o N L-1- 5. FRAME AND COVER SHALL BE SET IN FULL MORTAR BED, AN ENGINEER III=III o° 0 ° 0 0 "14 II- ADJUST TO GRADE WITH CLAY BRICK AND MORTAR 2 Section Plan -111 III=_ _ _ _ _ - _ _ __ I1=111-II=111-II-I I-III-III-II I-I II-III-I II-I II-III-III 6' MINIMUM PENETRATION INTO BRICK COURSES, MIN.; 5 BRICK COURSES, MAX.) I EXISTING GRADE Notes: 1j=III,;,III=III=III-1_11=III=111-III=III=III=III=111=1' VIRGIN STRATA OF PERMEABLE STANDARD PRECAST CONCRETE CATCH BASIN -III=1I1-11I-1I1-III-1I1=1II_II1=1 I____1 R 0 A D SAND AND GRAVEL. 6. NATIVE MATERIAL TO BE USED AS COLLAR MATERIAL IF 1. LIGHT POLE FOUNDATION DESIGN IS SUBJECT TO CHANGE BASED ON FINAL POLE AND FIXTURE DETERMINED TO BE SUITABLE BY THE ENGINEER. (4'X4' - TYPICAL) (5 FEET TO 20 FEET IN DEPTH) SELECTION AND GEOTECHNICAL SITE INVESTIGATION. CONSTRUCTION ENTRANCE-FOUNDATIONOFCOMPACTED 2. ALL REBAR AND FOUNDATION DIMENSIONS TO BE DESIGNED BY STRUCTURAL ENGINEER OR PER 7. CONTRACTOR SHALL PROVIDE NECESSARY PROTECTIION FOR HAY BAIL AND/OR 3/4"STONE BLEND ORN.Y.STATE D.O.T.APPROVED R.C.A. ADJACENT PROPERTIES AND UTILITIES DURING EXCAVATION SILT FENCING FILL TO18"(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 SPECIFIC SITE AND LIGHTING FIXTURES. CROSS SECTION 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 BAG° ALTSANERNATE BAG ❑WEIGHT DRIP LINE 18-o MAX. axC.to C. 2' MINIMUM �i E STORM LENGTH OF 2'X4" SEWER GRADE O¢ JAS 2017 " GRATE 2' x 4' WEIR TREE TRUNK z = VELCRO1 _ WJ The Heritage a 0 0 0 CLOSURE 2 STONE p•'D p �,' D " " / :. :: ..,. g MIN. E FILTER CLOTH 2 x 4 SPACER -- -_ Southold Town WIRE MESH Cutchogue Planning Board Notes: �O D ' D 1. AREA CHOSEN FOR STOCKPILING O� LIFT STRAPS "` • '° � � OPERATIONS SHALL BE DRY AND STABLE. !�� Cutchogue, New York ° Town of Southold w USED FOR D •°• p INLET T❑ EASY PIPE 6' MAXIMUM SPACING 2• MAXIMUM SLOPE OF STOCKPILE SHALL BE PERSPECTIVE VIEW :� MOVEMENT ,,y ;; OF 2'X4' SPACERS 2:1. No. Revision Date Appvd. 3. UPON COMPLETION OF SOIL STOCKPILING, 36" MINIMUM 2 x 2 Plan 6 TOWN REVISIONS 1/3/17 AVL Q INSPECTION EACH PILE SHALL BE SURROUNDED WITH F NIT 2' X 4. EITHER SILT FENCING OR STRAWBALES, THEN FENCE POST 5 TOWN REQUIRED PLAN MEMO 10/19/16 AVL ® ANCHORS STABILIZED WITH VEGETATION OR COVERED. 4 SCDHS SUB./TOWN FINDING STATEMENT 10/7/16 AVL DANDY BAG WOVEN WIRE FENCE • STORM �H�'Oq l' 8'-0" r, SEWER DIST, 1"x1"x6" ORANGE PLASTIC 4. SEE SILT FENCE DETAIL ON THIS SHEET 3 REVISED PHASING PLAN 8/19/16 AVL 6x6 - 10/10 WWF ST❑NE �\ MAX. O.C. POST (TYP.) WEB FENCE (TYP.) ( ) z 2 FEIS SUBMISSION 5/20/16 AVL o GRATE ,- _ N FILTER CLOTH 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL -i ► b I -_ ,. 2" X 4. $CAPE N Resigned by Checked by o ►' '.. CLOTH i.� II + > ' • I I I I I MESH SPACER Issued for Date a ' _ 2' x 4" WEIR o ^ EMBED FILTER CLOTH GRAD -0 - WITH VEGETATION OR COVER SLOPE MIN. 6" INTO GROUND z )UIy 10, 2015 STABILIZE ENTIRE PILE E DANDY BAG® C❑NSTRUCTI❑N SPECIEICATI❑NS W WW WW WW 1°R p FROM TOE 4'= � SPECIFICATIONS 1: FILTER FABRIC SHALL HAVE AN EOS ❑F 40-85. R W W W W W W W W�7J OF SLOPE ZD Not Approved for Construction " NOTE: HI-FLOW DANDY BAG® (SAFETY ORANGE) 2, WOODEN FRAME SHALL BE CONSTRUCTED OF 2' x 4" C❑NSTRUCTI❑N W W W W W W W W W MAXIMUM DRAINAGE AREA _o GRADE LUMBER, WWW W W W W W W W W W W W W W W W W W W 1/2 ACRE / 100 LINEAR FEET n Mechanical Properties Test Method Units MARY W �, `.' �' W W �' �' W W �' �' W � Qf 3, WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS PIECE 30 INCH W W W W W W W W W W W W LLJ� MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT, W In Grab Tensile Strength ASTM D 4632 kN Ibs 1.62 365 x 0.89 200IT SHALL BE SHAPED AND SECURELY NAILED TO A 2' x 4' WEIR, SECTION DETAIL -j Grab Tensile Elon Elongation ASTM D 4632 % 24 X 10 Elevation (3) EQUALLY WW W WW W W W W W W W w Puncture Strength kN (lbs) 0.40 (90) 4, THE WEIR SHALL BE SECURELY NAILED TO 2" x 4' SPACERS SPACED TIES (TYP.) "" ���WWWWWWW W„ WWWWWWWWWWWW � W Mullen Burst Strength kPa (psi) 3097 450 9 INCHES LONG SPACED NO MORE THAN 6 FEET APART. SILT FENCE DETAILS Trapezoid Tear Strength kN lbs 0.51 115 X 0.33 75 `n UV Resistance % 90 5. THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED �9 Apparent Opening Sze 1 MM m n mS Std Sieve) ft2 99 25 145 BY 2" x 4' ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE Sec-' 2.1 INLET AND HELD IN PLACE BY SANDBAGS OR ALTERNATE WEIGHTS, Notes' ti �O STRAWBALES OR �'\• SILTFENCE Drawing Number MAXIMUM DRAINAGE AREA 1 ACRE 1. INSTALL TREE PROTECTION FENCE AT THE 9 *Note: All Dandy Bags® can be ordered with our optional oil absorbent pillows DRIP LINE OF EXISTING TREES TO REMAIN. N NOTE: THE DANDY BAG® WILL BE MANUFACTURED IN THE U.S.A. FROM A WOVEN MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: °°° �{�01; ✓� .F'rr y DETAIL OF INLET SEDIMENT CONTROL DEVICE Curb Drop Inlet Protection Tree Protection Fence 6/08 Soil Stockpiling Silt Fence :ft� ,O*�LC) ` ts, o, ° o N.T.S. N.T.S. Source: VHB LD-610 N.T.S. Source: N.T.S. Source: Town of Southold SW-01 0 `, Sheet of a'F vF _0Im LU ��1 � -` �k 14 23 �0� ��u118 Vie' ,r a Project Number 29305.00 II \\vhb\proj\Longlsland\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_DT.dwg O v s CAMPBELL FOUNDRY FRAME DIAMETER FINISHED GRADE AND COVER NO. 1009OR CIRCULAR INLET- SEE PLAN CONNECTOR SECTION _ 3 0 ADJUST TO GRADE WITH CONC. BRICKS I = WITH MORTAR REINFORCED O PAVED AREA \ 5" (TYP.) 24" (4"MIN.-12'"MAX) • g PAVEMENTSEE SECTIONCTION LANDSCAPED AREA EDGE CABLE MANUF. IDENTIFICATION CAST IN WALL INTERGRATED DUCTILE J OQ COMMON FILL/ � - - - - - � " SQ. OR " DIA. Engineering, Surveying & IRON FRAM & GRATE ---- COMPACTED GRANULAR FILL ORDINARY BORROW FRONT VIEW ----- --- APPROX. LIMITS �,MASONRY _ _ __ _ SELF-SEALING BUTYL Landscape Architecture, PC I� 24' DIA. _� OF ENERGY 3' SAWCUT RUBBER CASKET 24' 0 PVC INLINE DRAIN I i10 I i DISSIPATIO " y AS NYOPLAST OR MANUFACTURED EQUAL ----- BOWL \\/\\,/\-11 /\ I STEEL REINFORCED Suite 135 Q / / \ R- 1J OR AS SHOWN Motor Parkway �/ L W �i�//\ Q \/\\i\\� COPOLYMER \\;,\\ ° o°oo ° R� o \/' DEPTH AND SURFACE 4" Z POLYPROPYLENE ¢ %\\\\\ \\/ TREATMENT VARIES STEPS REQUIRED Hauppauge, NY 11788 12" PVC PIPE TO BE REDUCER > /�\�\\ °° ° ° ° /�� o w �" FOR STRUCTURES CUT AS NECESSARY TO (AS REQUIRED) W `b 11" cn GREATER THAN 4' DEEP 631.787.3400 /�\b ° ° /\/ / w ACHIEVE PROPOSED GRADE // ° /�, 0 \\ ° o \� • Plan � ° 0 8 ° - m CONCRETE FORMED TOP VIEW I ///\ ° o° \�, N WARNING TAPE ,�: �, ;�;_: ;.: TO CL OF PIPE 12" X 12" PVC TEE CAP END OF PIPE ( APRON EDGE TO �/\ o o ;O::o :' //j�, W SLOPE PER FOOT OR AS REQUIRED WHERE REQUIRED I WITH FLARED END \ O:o o .\ \ > ( ) BE SET LEVEL < o N '// o.: ° o o.: ::�:° /% ¢ W /� /\' > MANHOLE TYPE "A'• � � � // °: . 0 0':�. '. \/ MONOLITHIC BASE / / i INVERT ELEVATION U z :j\\ ..:CO.., . .: : _ I (TYP.) o w \ ° O: i/\\� W Notes: 1.5' 1.5' ii o \/% o \ 1. MANHOLE RISER SECTION TO BE FURNISHED /\\ o;°C3..:� 4 \ " HAND TAMPED HAUNCHING °_. e.Y IN 1,2,3 OR 4' HEIGHTS AS REQUIRED. CONCRETE TOE \\ o:°. . ... /j\, COMPACTED BEDDING 2. ALL STRUCTURES SHALL BE DESIGNED FOR FLARED END SECTION ., �� j / O: j / . ( I HS-20 LOADING FOR THE COVER SLOPE 1:1 MAXIMUM z CONDITIONS SHOWN ON THE PLANS. SIDE VIEWi` ------ - - -• 4" MIN. STONE FOR PI E ENDS FINISH 12 COMPACTED / 6" COMPACTED SAND 1 i (MIN.) ALL #5 BARS 6"c. TO c. MANHOLE PIPE MAXIMUM & GRAVEL BEDDING PIPE DIAMETER,in(mm) I i I GRADE SUBGRADE /- / WITH EXTRA BAR SIZE SIZE ALLOWABLE �� 3" c. TO c. AT OPENING PIPE Diameter 12 15 18 24 30 36 v� 1' �'���in4.���"���:'A A \ / 00, i A DEFLECTION in(mm) (300) (375) (450) (600) (750) (900) \ \�j NOTES /� / / r� A 6.5 6.5 7.5 7.5 7.5 7.5 ,y 36" MAX. 20' in mm (165) (165) (191) (191) (191) (191) 8"MIN. �,�� 30' ,� � / �� 4' DIA. 30" MAX. B(max) 10.0 10.0 15.0 18.0 22.0 25.0 ,��'' 1. WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH r i v \ � 24" MAX. 75' in mm (254) (254) (381) (475) 1 (559) (635) ENERGY DISSIPATION BOWL i.,i\�� a`' DETENTION BASIN BERMS OR OTHER SUCH SPECIAL SECTIONS, �\ \ H 6.5 6.5 6.5 6.5 8.6 8.6 `a`� iv�i, ��y ,>`��`�`` FILTER FABRIC 48" MAX. 10' ������� PLACE TRENCH BACKFILL WITH MATERIALS SIMILAR TO THE �( \ \ \ in(mm) (165) (165) (165) (165) (218) (218) SPECIAL SECTION REQUIREMENTS. / \- 42" MAX. 40' COMPACTED SUBGRADE 6 Q �� 5' DIA. 36" MAX. L 25.0 25.0 32.0 36.0 38.0 58.0 CRUSHED STONE -`< 65' in(mm) (635) (635) (813) (914) (1473) (1473) BEDDING 2. USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES. \ 30" MAX. 75' W 29.0 29.0 35.0 45.0 63.0 63.0 Section A-A (2" STONE SIZE) in mm (737) 1 (737) 1 (889) 1 (1143) 1 (1600) 1 (1600) ��Li 54" MAX. 30' 6' DIA. 48" MAX. 50' 42" MAX. 70' SLAB PLAN Area Drain Detail 7/12 Flared End Section Flared End Section (FES) with Stone Protection 5/12 Utility Trench 1/16 Storm Drainage Manhole N.T.S. Source: VHS REV LD_ N.T.S. Source: ADS 1-53 N.T.S. Source: VHB REV LD_134 N.T.S. Source:VHB LD-300 N.T.S. Source: VHB Item: 102-MH 111G11XNVAY SPP IFIL A-n0NS TOWN OF SOV*rHOr-D STANDARD CONCP2EITE Cults D IrA 1 r_5 ASPHALT ASPRALT �+ to VEWRING �„ VEARING SUPFACE StMFACE FINISH FINISH CPADE R=t" GRADE .:•, � • CONCRETE 36t�t? P.S.I. 0 28 DAYS TYPE "A•' TYPE '181" CW RCIAL CUP.B PXSIDENTIAL CURB AS?RAILT ASPHALT bre WttE7NG 6.. 4JFOINC SURFACE SUIRFACE FINISH CWE .Y 3900D F.S.I. f9 8 C014CFETE e 28 DAYS TYPt "c". TYPE ".ty"* y gy Prepared and Approved Rg DIt"ING Recomendtd By; Sup inttndent of HighwSys F"ER JAMES A. RICIN �� at,• April 20, 1993 38 - 1 A ITECT RAYVAM L. «FAC S DATE Notes: TYPE "C" MOUNTABLE CURB SHALL BE WITHIN THE TOWN OF SOUTHOLD RIGHTS OF WAY The Heritage a JAN 0 6 2017 Cutchogue Southbid Town Planning Board M Cutchogue, New York U UJ Town of Southold L No. Revision Date Appvd. J 6 TOWN REVISIONS 1/3/17 AVL o_ • 5 TOWN REQUIRED PLAN MEMO 10/19/16 AVL t` 4 SCDHS SUB./TOWN FINDING STATEMENT 10/7/16 AVL d- 3 REVISED PHASING PLAN 8/19/16 AVL r` O 2 FEIS SUBMISSION 5/20/16 AVL N 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL 0 T Designed by Checked by o o Issued for Date July 10, 2015 Not Approved for Construction 0 p w J W y r7 Drawing Number 0 N 0, t!� Lm8 �f N• (11_ E o * , 0 # I C^ t Sheet of Lo. 15 23 Q) � e&Sivf a Project Number 29305.00 'll Il \\vhb\proj\Longlslond\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_DT.dwg O U .Q MUNICIPAL STANDARD HYDRANT s STOPPER OR END PLUG SUITABLE COVER Table Of Dimensions TO GRADE PUMPER CONNECTION BENDS B I C I 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 8FACE " 11 1/4* •• 20" " 12" 8" 45' " 30" " •• 24" SEWER PIPE P b ;f CURBING 3' TYPICAL (SEE NOTE 2) 8'" 22 1/2' •• 22" •• •• 17"" 8" 90' •• 38"" " •• 36" OR TO MUNICIPAL STANDARD 12" 11 1/4' 30" 15" 12" 45' " 40" 40" PAVED AREA LANDSCAPED AREA SAWCUT EXISTING GATE VALVE WITH 12" 22 1/2'1 35' •• •• 25" 12" 90' •• 60'" •• •' 52" � ' QD ,, SEE APPLICABLE ,•.. ADJUSTABLE RISER, Bends 7755 PAVEMENT 2" BEYOND 45' ELBOWS BOX AND COVER \�� E TRENCH WHERE REQ'D PAVEMENT SECTIONS PAVEMENT o 1 \ FOR PAVEMENT 101 SURFACE 1 \� RESTORATION (TYP.) 7777. 0.D. + 2' MAX C D \\ F SEE Engineering, SUrve In & UTILITY PIPE / � oTESurveying 1" CLEAR (MIN.) \\� \ ��` Landscape Architecture, PC 2'1 j\� UNDISTURBED SOIL PAVEMENT SUBGRADE _ ALTERNATE "A" 100 Motor Parkway WATER PIPE SOIL SOILS WITHIN 9" OF COMPACTED /\/\/�\� Plan Section 1-1 PAVEMENT COMPACTED TO 95% Suite 135 -, BACKFILL .;� / Table Of Dimensions OF MAXIMUM DENSITY w BACKFILL ABOVE SPRINGLINE STOPPER OR END PLUG SUITABLE COVER Hauppauge, NY 11788 \% THRUST BLOCK - MIN. TEES G H I J TEES G H I PER AASHTO T-99 o TO BE PLACED IN 12" LIFTS TO GRADE 631.787.3400 %\ SOILS IN EXCESS OF N "' � BEARING 9 S.F., DO / • ..: ..:...:..:. :..� '::; /\ in 6"x 6"x 6" 12" 24" 24" 18"" 12"x 12"x 6" 12"' 24" 24" 18" 9" BELOW PAVEMENT w NOT BLOCK DRAIN.-- 8"x a ,,:,.. SUB-BASE COMPACTED - �\ 8"x 8,•x 6•• 12'"x 12""x 8"' 24• ' L \m,�...'�. / 6" DIA. PIPE �\ 7i 8"x 8"x 8" 24" 12"x 12"x 12" 36" 36 TO 90% AASHTO T-99 5777 TEE \� O.D \\ �� Tees SPRINGLINE SEWER PIPE 45' ELBOWS �\ 6"" \i 7777 5775/ ' -p. BACKFILL PLACED IN 6" 7777 _;•; LIFTS ON BOTH SIDES 20'(MIN. �. /j� ����ti�'==-' - -�;s, x 5777 D ) 2 / 2 OF PIPE UP TO \\ UNDISTURBED \: G / H �� SPRINGLINE ELEVATION ":::::::::::;: 30' ELBOW 5577 .: \\-MECHANICAL--/ ° DEARTH OR /` /i�\ii�� • /� ...................... \\ \, \� /i,/��/ JOINT (TYP) ° ° ° � COMPACTED // � j�\//��//� 6"' BEDDING (CLASS 1,11 OR III) 80 °°0 0 ° EMBANKMENT '\\�UNDISTURBED SHENCOUNTERED ERE UITADURING MATERIAL SOIL EXCAVATION OF TRENCH Note: CONCRETE 18"x18"x6"" Plan Section 2-2 WATER MAIN DROP CROSSING LOCATIONS TO BE DETERMINED IN THRUST BLOCK CONCRETE BASE Notes: 60' WYE FIELD BY ENGINEER. COMPACTED CRUSHED STONE CLASS I, II, OR III COMPACTED BACKFILL MATERIAL REQUIRED IN ALL PIPE ZONES, ALTERNATE "B" SUBGRADE (MIN. 1fi C.Y.) Notes: PER SUFFOLK COUNTY DHS STANDARDS. Notes: 1. PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD IENDS, GATE IF DEPTH OF TRENCH EXCEEDS 5', THE CONTRACTOR MUST PROVIDE SHEETING AND VALVES, AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR BRACING OR A SHEETING BOX IN ACCORDANCE WITH OSHA REGULATION AS AN Notes: 1. CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON TEES). PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE ALTERNATIVE, IF PERMITTED BY THE ENGINEER, THE TRENCH WALLS MAY BE CUT UNDISTURBED EARTH AS SHOWN. USE CLAMPS AND TIE RODS OR OTHER VALVES. BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL, 1. CLEANOUT(S) LOCATED IN TRAFFIC AREAS SHALL BE PROVIDED WITH TRAFFIC ACCEPTABLE METHOD OF JOINT RESTRAINT WHERE SOIL CONDITIONS WHICHEVER IS GREATER. 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. WHERE PIPE IS INSTALLED WITH LESS THAN 3' OF COVER, ALL BACKFILL MATERIAL WITH BUILDING EXTENSION/CONNECTION. 2. HYDRANT IN SIDEWALK AREAS TO BE LOCATED TO PROVIDE MINIMUM CLEAR THROUGH THE PIPE ZONE IS TO BE CLASS I MATERIAL. SIDEWALK PASSAGE WIDTH OF 3 FEET AT HYDRANT. 3. CONCRETE SHALL BE 3000 PSI-TYPE I. Water Main Drop Crossing Detail Hydrant Construction 6/08 Concrete Thrust Block 10/10 Pipe Trench Typical Cleanout N.T.S. N.T.S. Source: VHB REV LD-250 N.T.S. Source: VHB LD-260 N.T.S. Source: VHB REV N.T.S. Source: SCDHS - Wastewater Management Figure 13 FEBCO MODEL LF860 - 8" w Inlet - 1 - - - ----- ----- -� Outlet TEST COCK RPZ OR APPROVED EQUAL (TYP. OF 4) WITH NRS GATE VALVES FULL OPENING 20' MINIMUM HATCH LOCATED OVER DEVICE I \ SHUTOFF VALVE ? (TYP. OF 2) - \ 5'-6" MIN. 5'-6" MIN. TO METER 7777/\\5777//\\//\\ \ VAULT TO TOE F i, \ \ \ \ \ \ 7755/\775\\/jy/\ FURNISH AND INSTALL METER \\i' VAULT AS PER S.C.W.A. DT-201 ° r; 30" DRAIN MUST BE SCREENED E" 18" MIN. - I>� OUTLET SIDE �- (� LINE VALVE -� RPZ VAULT /\� Inlet - - Outlet (BERM AREA) INLET SIDE TO FACILITY RELIEF VALVE (� ASSEMBLY i lf1 [7 e I METER VAULT NOTES I - 1. SEE SEPARATE WATER/SEWER DETAILS FOR I COASTAL PIPELINE s (631)369-4000 PRODUCTS CORP. SPECIFIC RPZ AND WATER MAIN DESIGN '•' �: � P.O. Box 575, 55 Twomey Ave. ,Calverton NY 11933 INFORMATION. Project: ®. Contractor: "::.. 1 , if {,,, .,,."C liot17 Product: Precast AN500-C Nitrogen Reduction Unit RPZ & Meter Vault 12/14 scale date dwn.by dwg.no. N.T.S. Source: SCWA / FEBCO None 9/26/16 D.O.R. HA-01 R2 Specifications FULL PENETRATING PICK HOLE a s a"D,emeler 4" _4'1 Diameter 4" µ 4ya Addit.#5 Bars E.S..Opg.(Typ.) 1. Concrete-5000 psi @ 28 Days ( REQ'D 180' APART LETTERING 2eaAddit.#5 Bars Welded Wire Mesh 2. Rebar-ASTM A-615 Grade 60 ON PERIMETER) 1 3/4" HIGH '' -'-" As=0.12 sq irUB Typ. ,�, -,« 3. Welded Wire Mesh-ASTM A-1064 RAISED 1/4" .' y `" �'; - 4. Joint Seal-1"Sq.Self Sealing BUILOCATE 180' /� �!� - w Butyl Rubber Gasket Equal • F.F. E . SEE AN500-C NITROGEN REDUCTION UNIT ,f - ;~ ,� F.F. EL C � H APART ON r r'-t �` - �� FOR GRATE AND SLAB SPECIFICATIONS ;� To Fed Spec S5-S-00210 The Heritage at a [ C� �' [ 8"' SOLID PRECAST TOP S S ,. -�-' ''`�= ,,-•- � _ }tti PROVIDED BY COASTAL PIPELINE SLAB PERIMETER fa ,, �.. 5. Design toad-AASHTO HS-20 Loading Or Outlet ;,i 992 Working 515 Working l; Inlet 6 s 300 PSF Pedestrian Loading _ Cutcho ue SAN 20,E L. CLEAN OUT a sgqSt 6. Internal Components Not Shown For Clariity- g PROPOSED ro Gallons A in Gallons ~r x g (SEE DETAIL) MIN. 4" DIA. DR-18 PVC A A ' l~~-/ F - See HydroAction Assembly Drawing For Details ' R SaLlthold Town PIPE OR EQUIVALENT. _,� { _. A' t - ° PITCHED MIN. 1/8" / 1" '', _ ;i' *.- w 7. Access Openings Brought ToGrade ByBrick Or Cutchogue, New York Planning Board f w s _ ' Precast Collars Topped With 3"Locking 2eaAddit.#5Bars Town of Southold PROPOSED N�' "., Continuous Each Side C.I.Covers(Not Shown) FINISHED GRADE s,8 Welded Wire Mesh - #5 @ s"O.C.E.W. Of Openings 8. Operation and Performance Of This Unit Is HOUSE TRAP �' TO S o o_z 24" Welded Wire Mesh SolelyThe Responsibility Of H droAction And No. Revision Date Appvd. J INSTALLED IN C m ry LZOLH As=0.17 sq iNlf Zea Addit.#5 Bars �+1 Its"Representatives y 6 TOWN REVISIONS 1/3/17 AVL Q BASEMENT INLET OUTLET ;' NON-SKID Plan View #4 Transfer Bars Top Slab 9. Earth Fill: Co. COVER DESIGN (4ea Side Evenly Spaced 5 TOWN REQUIRED PLAN MEMO 10/19/16 AVL N t ? _, ; ® ® ® ®®® y Vertically In Wall) 6"Min to 3'Max For HS-20 ' A N I:T AR CIRCULAR RAISED 6"Min to 5'Max For Non-Traffic 4 SCDHS SUB./TOWN FINDING STATEMENT 10/7/16 AVL I ® ® ® ®®- RIB PATTERN { •• ® ® ® ®®® 10. Water Table=3'Below Finished Grade T 3 REVISED PHASING PLAN 8/19/16 AVL t 11. Bar Cover= 1-112"U.N.O. _ ® ® ® ®®® 4ea Lrftin Lu BAFFLE TOP OF RING MACHINED 1o's Welded Wire Mesh 4n" g gyp) 2 FEIS SUBMISSION 5/20/16 AVL 2" CAST IRON PIPE €., I_. '__ I� ® ® ®®® NON-ROCK a'3 t1r32" -�----_-----.__ 4'111132•__.--�- 3'es13z^ WALL , As=0.12 sq-innf Typ. o FROM BUILDING 3' MIN. -- -, . PLAN SEATS 70"Diameter 2'0"Diameter µ 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL COLLAR ® [M a wrte-- - - - o , ' _ Designed by Checked b T N a A 27 3/4 ... _ -_... jf y `o `}^ .. Butyl Gasket Seat � oa W 26' G = 1 3/8 Inlet 1 6. ry >, LA . " L Im ® ® Im®® ¢ �z 1/8' CLEARANCE 'C' = 25 3/4' 4"Outlet Pipe _ Lquid Level _ � _ SECTION A-A BACKFILL TO BE CLEAN _ _„ _ Issued for Date o MIN. 4" DIA. DR-18 3 _ RubberConnectar(Typ.) July lO, 2015 SAND (SP OR SM BY 7"Dia.Opening V) PVC PIPE OR a 4"PVC Coupling ,~! HYDRO ACTION TANK ASTM STANDARDS) cD .. w -7"Dia.operbng ,,� ;� a,-" _z m Cast In Wall , EQUIVALENT. PITCHED �, r , ® ® ® ®®® REINFORCING RIBS° =z 'H' = 8' r Q) MIN. 1/4" / 1' ¢� 'D' = 24 �* � t, #4 Transfer Bars ;, ?2Wev ` Not Approved for Construction ° rn N 4ea Lifting Lug(TYP.) P P _0 Z7 170 1713 170 Ell ID o 'E' = 32' Welded Wire Mesh 1• z As=0.12 sq-In/If Typ. GROUND WATER 'F' - 39" 1-1 t2 (Center In Wall) Inlet UJ c UNSUITABLE SOILS TO BE REMOVED AND - tn NOTES PER PLANS REPLACED WITH CLEAN SAND FORA Rubber Pipe Connector When COASTAL P I P E L I N E UJ 1. ALL DOMES AND COVERS TO MEET AASHTO H-20 DIAMETER 6' GREATER THAN THE Neenah 1559-2000 frame with a 1556 cover, or Required = 00l.O - -� eQ (Typ•) (631)369-4000 PRODUCTS CORP, mi LOADING REQUIREMENTS. �� LEACHING POOL DIAMETER (3' COLLAR) Campbell 1203 frame with a 1009 cover P.O.Box 575 )369Ave. Calverton NY 11933 a- 2. SEE SEPARATE WATER/SEWER DETAILS FOR ��\\� AND EXTENDING DOWN UNTIL A #4 @ 6"o.c.e.w. Doviels x42"LgTwomey r' SPECIFIC SANITARY DESIGN INFORMATION. LEACHING POOL HYDRAULIC CONNECTION IS ESTABLISHED NOTES: 1. WHEN A WATERTIGHT COVER IS REQUIRED, Section @ 18"o.c.Radially USE CAMPBELL FOUNDARY 1502 FRAME AND Project: 3. HYDRO ACTION SYSTEM TO BE INSTALLED IN LIEU WITH A MINIMUM OF 6' OF SUITABLE SOIL COVER ON AN ECCENTRIC MANHOLE CONE Welded Wire Mesh CONVENTIONAL SEPTIC TANK PENDING APPROVAL SECTION WITH A 24" DIA OPENING. As=0.17 sq-intlfTyp. Y Contractor: BY SCDHS. 2. COVER TO BE HEAVY DUTY AND LOCKING (Center In Wall) CAST IRON TO GRADE. �,,. 1•g , - Drawing Number N Weights: Product: AN500-C Nitrogen Reduction Unit Base Unit: 12,250 lbs. `V Roof Slab: 4,100 lbs. scale date dwn.by dwg.no. rN-Z Sanitary Profile & Details 9/06 Standard Cast Iron MH Cover Detail 3,'05 Isometric view '�"oo ���� Le E - None 418/16 D.O.R 16-0132 /,", o.:� C? N.T.S. Source: VHB N.T.S. Source: VHB REV LD-1,/A Notes: 9 o INSTALLATION OF HYDRO ACTION (OR APPROVED EQUAL) SYSTEM PENDING APPROVAL o AND COORDINATION WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. 1 �"' Sheet of U' r > "'^"" Project Number o FSSI431'1P',� . 29305.00 III it --- - \\vhb\proj\Long1slond\29305.00 Heritage Cutchogue\cad\Id\Plonset\29305.00_OFF SITE.dwg O V s k Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 I 631.787.3400 , l " I = } t F € I } i _ s TOWN OF SOUTHOLD40 y ' ' "W __........ TO COMPLETE WORK N38 04 _.._ _.,..._ .._.... I 40"E, 2,73.68' , IN DRAINAGE SUMP .......� ..._ T,/�� E ; , O 'cJo P � END CURB AND CO o UN•, NEW PAVEMENT t 123 c rri�/` N NEW CURB TO BE PARALLEL TO RIGHT D "O LO OF WAY LINE. SEE SHEET C-8 FOR \ O in TYPE "C" MOUNTABLE CURB DETAIL ` �— N 0 Lo z N Ld= U W END CURB I 28' 10' 10'x10'x6' DEEP DRAINAGE HOLE (SEE I NEW CONCRETE SIDEWALK 187 84r vs OFFSITE DRAINAGE 80 (SEE NOTE 3) S39' 39' 10"W /5Q•88 05 4.56 NOTES) I I / NEW CURB TO FOLLOW EDGE PROPOSED ADA RAMP y I OF EXISTING PAVEMENT. SEE TYPE D-D (TYP) SHEET C-8 FOR TYPE "C"" E"{ \ S38' 05" 40""W �� t MOUNTABLE CURB DETAIL5.0 �- � l "16> PROPOSED 3 FT. �� ---- ._..__ .. .. .._.,, ._ ..._-.. -........._.d._.......__.._-.__.. S52' 55' 20"WGRASS STRIP 671.42 55.03 23_Q — 39'39 — S37'04 40"E LA — — ' 95.00' i° —_ I - - - 97 �. au - _____, _._... _.............�.._.. LINE N 2 APPROXIMATE CENTER R�FFI _ _ _ _______ _. _ __........_. OF GRIPPING STREET �� N �: 0 640.91 �— N38'32"40"E SAWCUT 2 FT OF EXISTING �- r? PAVEMENT FOR CURB R10' �I N INSTALLATION (TYP.) i cn STOP BAR AND PROPOSED ADA RAMP END CURB AND NEW SIGN (R1-1) TYPE B-D RAMP (TYP) PAVEMENT Ln U, TYP ALL WAYS � � N � O �► CATCH BASIN AND ±85 j cn_ FEET OF 18" CPP ® 1% k� MIN. (SEE OFFSITE DRAINAGE NOTES) R1-1 a Sign Summary 2 M.U.T.C.D. Specification 3 75' BUILDING ETBACK 50' °' Number Width Height, s R1-8 ..`;h > o R1-1 30" 30" M (TYP.) C n, { D D J .. r __.......__.__ .. _....___..._.___ ,._____.,____ .__ _ ...... s o General Notes _ 1. CONTRACTOR REQUIRED TO PULL ALL NECESSARY PERMITS FOR OFF SITE WORK . rnEC :AVE „ r =, WITH TOWN. The erit IJI .� ._ �;<__ �' 2. RIGHT-OF-WAY RIGHT OF WAY LINES WERE BASED ON A SURVEY BY PECONIC SURVEYORS, u .IAN O 6 2017 400.00' ;' P.C. ON JULY 1, 1997, WHICH SHOWS A TAKING BY THE TOWN OF SOUTHOLD PER Cutchogue ' j LIBER 6395 PAGE 110. Southold Town 3. THE LIMITS OF OFFSITE PAVEMENT SHOWN WERE APPROXIMATED BY AERIAL CUtChO Ue, New York PlanningEoar� -� j` PHOTOGRAPHY. CONTRACTOR TO VERIFY EDGE OF PAVEMENT IN FIELD PRIOR TO g CONSTRUCTION. Town of Southold U Li 4. THE PROPOSED SIDEWALK FROM WITHIN THE DEVELOPMENT OUT TO AND ALONG GRIFFING STREET WILL BE PROVIDED BY THE DEVELOPER, EXCEPT FOR THE STRETCH No. Revision Date Appvd. OF SIDEWALK BETWEEN THE POST OFFICE AND SCHOOLHOUSE ROAD, WHICH IS 6 TOWN REVISIONS 1/3/17 AVL ' EXPECTED TO BE CONSTRUCTED BY THE OWNER OF THE BAXTER SUBDIVISION. THE HERITAGE AT CUTCHOGUE, HOWEVER, WILL BUILD THE THIS STRETCH OF SIDEWALK, 5 TOWN REQUIRED PLAN MEMO 10/19/16 AVL n `/ IF IT HAS NOT BEEN BUILT AT THE TIME THE HERITAGE IS READY TO BEGIN PHASE N 4 OF ITS PROPOSED DEVELOPMENT. 4 SCDHS SUB./TOWN FINDING STATEMENT 10/7/16 AVL i 5. OFFSITE WORK TO INCLUDE COORDINATION WITH THE SUFFOLK COUNTY WATER 3 REVISED PHASING PLAN 8/19/16 AVL }� AUTHORITY TO EXPAND THE WATER MAIN ALONG SCHOOL HOUSE LANE TO THE SUBJECT PROPERTY. 2 FEIS SUBMISSION 5/20/16 AVL 6. CONTRACTOR REQUIRED TO PROVIDE TRAFFIC CONTROL PLAN PRIOR TO START OF 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL 0 N i CONSTRUCTION FOR APPROVAL BY THE ENGINEER. PLAN SHALL INCLUDE CLOSURE Pesignedby Checked by o SIGNAGE, BARRICADES, AND ANY OTHER PERTINENT INFORMATION. L o Issued for Date Off Site Drainage Notes July 10, 2015 0 1. THE OWNER'S CONTRACTOR SHALL PROVIDE DRAINAGE WITHIN THE RIGHT OF WAY ONLY AS SPECIFIED ON THIS PLAN, INCLUSIVE OF INSTALLATION OF A CATCH BASIN, DRAINAGE PIPE AND DRAINAGE HOLE. Not Approved for Construction 2. THE OWNER IS NOT RESPONSIBLE FOR STUDYING OR DESIGNING A DRAINAGE SYSTEM , - { '" FOR THE PUBLIC RIGHTS OF WAY. 3. IT HAS BEEN INDICATED BYT THE TOWN ENGINEER THAT THERE IS A LOW POINT AT THE INTERSECTION OF GRIFFING AND SCHOOL HOUSE. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SURVEY THE INTERSECTION TO ENSURE THE CATCH BASIN IS INSTALLED IN THE PROPER LOCATION. A w 4. ALL WORK WITHIN THE RIGHT OF WAY SHALL CONFORM TO THE TOWN OF SOUTHOLD F- HIGHWAY SPECIFICATIONS. J W .✓' - - - N .,_..__ _... .........._ ._..__.._...... ... ... ._.._.__......... __._ Draw g umber r O CM1060N 0 C: a .1 A ; Sheet of 40 0 40 80 �; ° ; � 17 23 " ° In SCALE IN FEET ,hyo Project Number 6 29305.00 U) II I _ \\vhb\proj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LA.dwg O V Z Landscape Notes Irrigation Notes Seeding Notes: > PLANT SCHEDULE 1. ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED AS SHOWN ON 1. IRRIGATION SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH THE 1. SEED MIX A - INDICATED BY"LOAM & SEED",AND UNLESS OTHERWISE NOTED, ALL DISTURBED LANDSCAPE AREAS NOT BEING r THE PLANS FOR FIELD REVIEW AND APPROVAL BY THE LANDSCAPE TOWN OF SOUTHOLD PLANNING BOARD APPROVED SITE PLANS. PLANTED OR MULCHED, SHALL BE SEEDED WITH THE LATEST VERSION OF: DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME SIZE REMARKS ARCHITECT PRIOR TO INSTALLATION. AR 110 Acer rubrum 'October Glory' October Glory Maple 2 1/2 -3"CAL. Native ` 2. IRRIGATION SYSTEM SHALL BE ZONED AND DESIGNED TO A MAXIMUM SS1000,AS PRODUCED BY: BN 25 Betula nigra 'Heritage' Heritage River Birch Clump 12- 14' HT, Native61 A 2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL BELOW GRADE AND IRRIGATION WATER OUTPUT OF 25,000 GALLONS PER DAY. LS 41 Liquidambar styraciflua American Sweet Gum 2 1/2 -3" CAL. Native ABOVE GROUND UTILITIES AND NOTIFY OWNERS REPRESENTATIVE OF SEED SUPER STORE 33.27% BULLSEYE TURF TYPE TALL FESCUE QP 47 Quercus palustris Pin Oak 2 1/2 -3" CAL. Native " ' CONFLICTS. 3. IRRIGATION WATER SHALL BE SOURCED FROM DEDICATED PO BOX 812 33.15%Cochise IV TURF TYPE TALL FESCUE QR 77 Quercus rubra Red Oak 2 1/2 -3" CAL. Native INTERCONNECTED IRRIGATION WELLS, PRELIMINARY LOCATIONS AS BUFFALO, NY 14225 33.08% LS1200 TURF TYPE TALL FESCUE 3. NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND SHOWN ON PLANTING PLANS. 716-531-8788 00.50%INERT MATTER CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. www.seedsuperstore.com 00.00%WEED SEED EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME SIZE REMARKS American Holly 6-7' HT. Native CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY 4. CONTRACTOR SHALL SUPPLEMENT PERMANENT IRRIGATION SYSTEM SEEDING RATE: 8 LBS PER 1,000 SF 10 21 Ilex CONFLICT. WITH TEMPORARY IRRIGATION OF ALL NEWLY INSTALLED LANDSCAPE JV 7 Juniperus erus virginiana Eastern Red Cedar 6-7' HT. Native AND SEEDED AREAS FOR A DURATION OF 3-YEAR ESTABLISHMENT OR,APPROVED EQUAL AND 8 Picea glauca White Spruce 6-7' HT. Native, Dry-Soil Tolerant Engineering, Surveying & 4. ALL TREE, SHRUB, & PERENNIAL/ORNAMENTAL GRASS/GROUNDCOVER PERIOD MAX., AS ALLOWED BY TOWN OF SOUTHOLD PLANNING. PR 22 Pinus rigida Pitch Pine 6-7' HT. Native, Dry-Soil Tolerant Landscape Architecture, PC PLANTING BACKFILL SOILS SHALL BE 2/3 EXCAVATED NATIVE SOILS AND 2. SEED MIX B - NO-MOW HARD FESCUE BLEND FLOWERING TREES QTY BOTANICAL NAME COMMON NAME SIZE REMARKS 1/3 COMPOSTED LEAF MOLD, FULLY INCORPORATED. 5. PERMANENT IRRIGATION SYSTEM SHALL BE LIMITED TO SEED MIX'A' - 100 Motor Parkway AM 25 Amelanchier canadensis Shadblow Serviceberry Clump 8 10' HT. Native AREAS AND AREAS WITH SPECIFIED PLANTINGS. SS8000, AS PRODUCED BY: CC 13 Cercis canadensis Eastern Redbud 2 1/2 -3" CAL. Native Suite 135 5. A 3-INCH DEEP COARSE MULCH PER SPECIFICATION SHALL BE CK 53 Cladrastis kentukea American Yellowwood 2 1/2-3" CAL. Native INSTALLED UNDER ALL TREES AND SHRUBS, AND IN ALL PLANTING 6. CONTRACTOR SHALL PROVIDE COMPLETE IRRIGATION SYSTEM SEED SUPER STORE 50% BEACON HARD FESCUE CF 10 Cornus florida 'Cherokee Princess' Cherokee Princess Dogwood 2 1/2 -3" CAL. Native Hauppauge, NY 11788 BEDS, UNLESS OTHERWISE INDICATED ON THE PLANS, OR AS DIRECTED DESIGN AND INSTALLATION FOR PLANTINGS AND LAWN AREAS. PO BOX 812 40% FIREFLY HARD FESCUE PO 3 Prunus x okame Okame Cherry 2 1/2-3" CAL. Non-Native, Accent 631.787.3400 BY OWNER'S REPRESENTATIVE; SUBMIT SAMPLE FOR APPROVAL. DESIGN SHALL BE CERTIFIED BY A PROFESSIONAL LANDSCAPE BUFFALO, NY 14225 10% SPARTAN II HARD FESCUE ARCHITECT, ENGINEER, OR CERTIFIED IRRIGATION DESIGNER. DESIGN 716-531-8788 SEEDING RATE:4 LBS PER 1,000 SF SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS 6. ALL TREES SHALL BE BALLED AND BURLAPPED, UNLESS OTHERWISE PLANS SHALL BE SUBMITTED TO OWNER'S REPRESENTATIVE FOR www.seedsuperstore.com ARM 36 Azalea x Renee Michelle Renee Michelle Azalea 18-24" HT. Non-Native, Foundation NOTED IN THE DRAWINGS OR SPECIFICATION, OR APPROVED BY THE APPROVAL. ARB 18 Azalea x'Rosebud' Rosebud Azalea 18-24" HT. Non-Native, Foundation OWNER'S REPRESENTATIVE. OR, APPROVED EQUAL CA 59 Clethra alnifolia 'Hummingbird' 'Hummingbird' Summersweet 2 -2 1/2' HT. Native 7. CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, AND 7. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS GRAPHICALLY EQUIPMENT FOR THE COMPLETE INSTALLATION OF THE IRRIGATION 3. SEED MIX C- MEADOW SEED MIX,TYPICAL MAX. 36" HEIGHT. SEED AT RATE OF 20 LBS PER ACRE OR 0.5 LBS PER 1000 SF. FG 43 Fothergilla gardenii DwarfFothergilla/ 18-24" HT. Non-Native, FoundationICC 54 Ilex crenata 'Compacta' Compact Japanese Holly 2 -2 1/2' HT. Non-Native, Foundation SHOWN ON THE PLAN. THIS NUMBER SHALL TAKE PRECEDENCE IN CASE SYSTEM. Ilex crenata'Convexa' Convex-leaved Jaanese Holl OF ANY DISCREPANCY BETWEEN QUANTITIES SHOWN ON THE PLANT ERNST CONSERVATION SEEDS INC. 15 % LITTLE BLUESTEM, 'CAMPER' IC IG 60 60 2 -2 1/2' HT. Native Ilex glabra Inkberry p y 2 -2 1/2' HT. Non-Native, Foundation LIST AND ON THE PLAN. THE CONTRACTOR SHALL REPORT ANY 8. TURF AREAS AND SHRUB/TREE BEDS SHALL BE IRRIGATED ON 8884 MERCER PIKE 15 % WEEPING LOVEGRASS IGC 14 Ilex glabra 'Compacta' Dwarf Inkberry 2-2 1/2' HT. Native DISCREPANCIES BETWEEN THE NUMBER OF PLANTS SHOWN ON THE SEPARATE ZONES. MEADVILLE, PA 16335-9275 9.0% BLACKEYED SUSAN, COASTAL PLAIN NC ECOTYPE IR 11 Ilex verticillate 'Red Sprite' Red Sprite Winterberry 18-24" SPD Native PLANT LIST AND PLANT LABELS PRIOR TO BIDDING. 814-336-2404 9.0% LANCELEAF COREOPSIS 9. CONTRACTOR SHALL PROVIDE DRAWINGS, MATERIAL www.ernstseed.com 7.0% PERENNIAL GAILLARDIA (BLANKETFLOWER) IM 34 Ilex x meserveae 'Blue Prince' Blue Prince Holly 2 -2 1/2' HT. Non-Native, Foundation SPECIFICATIONS, SCHEMATICS, AND OTHER LITERATURE AS MAY BE 7.0% BLUE GRAMA, 'BAD RIVER' IT 195 Itea virginica 'Merlot' Virginia Sweetspire 18 -24" HT. Native (Northeast) 8. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE REVIEWED BY REQUIRED, FOR ALL CONDUIT, CONTROLS, TIMERS, VALVES, 7.0% SIDEOATS GRAMA, 'BUTTE' JH 184 Juniperus horizontalis 'Bar Harbor' Bar Harbor Creeping Juniper 18 -24" SPD Native, Dry-Soil Tolerant LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE OWNER'S SPRINKLER HEADS, CONNECTORS, WIRING, RAIN GUAGE, RAIN 7.0% BUTTERFLY MILKWEED, PA ECOTYPE KL 102 Kalmia latifolia Mountain Laurel 2 -2 1/2' HT. Native REPRESENTATIVE. SENSORS, SOIL MOISTURE SENSORS, AND ETC. TO THE OWNER'S 5.0% CORN POPPY/SHIRLEY MIX KLE 18 Kalmia latifolia 'Elf' Elf Mountain Laurel 2 -2 1/2' HT. Native CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO INSTALLATION. 5.0% POPPY, CORN, RED LF 511 Leucothoe fontanesiana Drooping Leucothoe 15 - 18"SPD. Native 9. ALL PLANT MATERIALS INSTALLED SHALL MEET THE SPECIFICATIONS OF 3.0% WILD STRAWBERRY PF 16 Pieris floribunda Mountain Pieris 18 -24"SPD Non-Native, Foundation THE "AMERICAN STANDARDS FOR NURSERY STOCK" BY THE AMERICAN 10. CONTRACTOR SHALL COORDINATE HIS/HER WORK WITH THE GENERAL 3.0% HOARY SKULLCAP PA 145 Potentilla fruticosa 'Abbotswood' Abbotswood Potentilla 18 -24"SPD Native, Dry-Soil Tolerant ASSOCIATION OF NURSERYMEN AND CONTRACT DOCUMENTS. CONTRACTOR AND SUB CONTRACTORS. 3.0% PURPLE LOVEGRASS, FL ECOTYPE RCA 35 Rhododendron carolinianum Carolina Rhododendron 2 -2 1/2' HT. Native(Northeast) 3.0% HAIRAWN MUHLY, FL ECOTYPE RV 37 Rhododendron viscosum Swamp Azalea 2 -2 1/2' HT. Native 10. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR 11. BACKFLOW PREVENTION DEVICE, IF REQUIRED, SHALL BE IN 2.0% WHITE HEATH ASTER RC 60 Rhododendron x'Cunningham's White' Cunningham's White Rhododendron 2 -2 1/2' HT. Non-Native, Foundation FOLLOWING DATE OF FINAL ACCEPTANCE. CONFORMANCE WITH STATE AND LOCAL MUNICIPAL REQUIREMENTS. RP 97 Rhododendron x'Olga Mezitf Olga Mezitt PJM Rhododendron 2 -2 1/2' HT. Non-Native, Foundation VERIFY DEVICE LOCATION WITH GENERAL CONTRACTOR AND SUB OR,APPROVED EQUAL SP 349 Spiraea x bumalda 'Little Princess' Little Princess Spirea 15 - 18" SPD. Non-Native, Foundation 11. UNLESS OTHERWISED NOTED, AREAS DESIGNATED"LOAM & SEED" CONTRACTORS, PROVIDE LOCKABLE 'HOT BOX'AS REQUIRED. TG 57 Taxus cuspidata 'Greenwave' Japanese Yew 18-24" SPD Non-Native, Foundation AND/OR DISTURBED AREAS NOT PLANTED SHALL RECEIVE MINIMUM 6" 4. CONTRACTOR SHALL INSTALL & MAINTAIN (DURING MAINTENANCE PERIOD & PRIOR TO ACCEPTANCE) SEED APPLICATION AS PER TH 38 Taxus x media 'Hatfieldii' Hatfield Yew 3-4' HT. Non-Native, Foundation OF LOAM AND SPECIFIED SEED MIX. LAWNS OVER 2:1 SLOPE SHALL BE 12. IRRIGATION CONTROL PANEL SHALL BE LOCATED IN A LOCKABLE MANUFACTURER'S ESTABLISHMENT AND RECOMMENDATIONS. VD 7 Viburnum dentatum 'Arrowwood' Arrowwood Viburnum 2 1/2-3' HT. Native PROTECTED WITH EROSION CONTROL FABRIC. WEATHER-PROOF CABINET DESIGNED TO HOUSE THE CONTROL PANEL. 5. CONTRACTOR SHALL SUBMIT SOURCE, SAMPLE, CERTIFIED SEED ANALYSIS,AND DETAILED METHOD OF INSTALLATION & ANNUALS/PERENNIALS QTY BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS 12. ALL DISTURBED AREAS NOT OTHERWISE NOTED ON CONTRACT ESTABLISHMENT FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO ORDERING. HS 107 Hemerocallis hybrid 'Stella Oro' Stella de Oro Daylily 1 GAL. 18" o.c. Non-Native, Accent DOCUMENTS SHALL BE LOAM AND SEEDED OR MULCHED AS DIRECTED 13. SITE CONTRACTOR SHALL PROVIDE 4" SCHEDULE 40 PVC SLEEVES HR 217 Hemerocallis x'Ruby Returns' ' Ruby Returns Daylily 1 GAL. 18"o.c. Non-Native, Accent BY OWNER'S REPRESENTATIVE. UNDER PAVEMENT TO PROVIDE ACCESS FOR IRRIGATION LINES TO Tree Protection GRASSES QTY BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS 13. THIS PLAN IS INTENDED FOR PLANTING PURPOSES. REFER TO SITE ALL IRRIGATED AREAS. 1. EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH FE 271 Festuca glauca 'Elijah Blue' Blue Fescue 1 GAL. 15"o.c. Non-Native, Accent, Dry-Soil Tolerant / CIVIL DRAWINGS FOR ALL OTHER SITE CONSTRUCTION INFORMATION. TEMPORARY CONSTRUCTION FENCE. ERECT FENCE AT EDGE OF THE SS 197 Schizachyrium scoparium Little Bluestem Grass 1 GAL. 2' o.c. Native, Dry-Soil Tolerant TREE DRIPLINE PRIOR TO START OF CONSTRUCTION. w NOTE: 2. CONTRACTOR SHALL NOT OPERATE VEHICLES WITHIN THE TREE 1. UPON PLANT ESTABLISHMENT(1-3 YEARS POST-INSTALLATION),ALL SPECIFIED NATIVE PLANTS WILL EXHIBIT MODERATE DROUGHT TOLERANCE. PROTECTION AREA. CONTRACTOR SHALL NOT STORE VEHICLES OR 2. NON-NATIVE PLANTS SPECIFIED ARE GENERALLY FOUNDATION PLANTINGS,NOT OCCURRING IN THE 50'NATURAL BUFFER. MATERIALS, OR DISPOSE OF ANY WASTE MATERIALS, WITHIN THE TREE PROTECTION AREA. r� 3. DAMAGE TO EXISTING TREES CAUSED BY THE CONTRACTOR SHALL { BE REPAIRED BY A CERTIFIED ARBORIST AT THE CONTRACTOR'S f EXPENSE. < ' E € l C° € € r, ^ , k F , ' f , ^s1� � a> UNIT12.11 4 <4 s, UNITS IS 15 UNITS 14 13 12ro NRS UNITS y U ,\ J 3 2 23 22 21 UNITS 28 25 „• ., E§, UNITS 28 27 UNITS 20 19 UNITS 3 29 UNITS 36 38 UNITS 18 17 UNITS 32 31 , N 9 U UNITS 34 33 r ^ ,....:.... ............. J? STOP 6 S €i O V/ O W 0 < . Z n O 5`J � V 5 R ^ r G 82NTRANCE s EN • < , o w, /' _. ,,., ,..,,•: " ` i 4b UNITg Sg 001JNA NNIS ^S J N EN 8 y. F Q TE / 'E, •! �,r - .5 UNITS 67 88 T; // (l-f€*"" .(,", _' ^ m �WW4i✓✓/ EN EN_:z�. V;:;;, °s; . � - 00 O Iwe ... .yl', a ,.,. �°.: . . ..� ... .1g 552 �!r:`4:€Ys;::�,etly's�,,.' ; i'i`I' '�a•t ';,.. UNITS 47 8 UNfiS 49 0 ',:• + -"^"'I" v t IW �.�J The Heritage at E V n x`74, • � 1 �f �� ,�a -4 Cutch g e JAN Q 4ult Ra In j i. ; ° )t< Cutchogue, New York 3outho,9Tavn rJ �IJ°i(f'�„ ,, ^} 'I4 Cs3;; °a�� w o�``^tip .z .O ?: /' Planning Nard Town of Southold UNIT 102 UNIT 101 UNIT 96 UNIT 95 UNIT 91 UNIT 66 UNIT 85 0 € d UNIT 100 UNIT 97 UNIT 93 UNIT 92 UNIT 90 UNIT 87 ( ] I O1 UNIT 99 UNIT 98 UNIT 94 UNIT 89 UNIT Be No. Revision Date Appvd. . j I 6 TOWN REVISIONS 1/3/17 AVL ' 5 TOWN REQUIRED PLAN MEMO 10/19/16 AVL so IIIIIII111 IIIIIIII stiff 4 SCDHS SUB./TOWN FINDING STATEMENT 10/7/16 AVL 00 3 REVISED PHASING PLAN 8/19/16 AVL co stir i r 2 FEIS SUBMISSION 5/20/16 AVL N 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL O { €,,,;*''-' --'€--y �r Q UNIT 104 UNR 105 UNR 110 UNR 111 (UNIT 11 UNIT 118 O O g y 3+ T UNIT 103 UNR 106 UNR 107 UNIT 108 UNIT 109 UNIT 112 UNR 115 UNIT 117 UNIT 120 Designed b Checked b UNR 113 UNIT 119 73 s Issued for Date July 10, 2015 __ O � C) Not Approved for Construction � 1 ry O I £ a 3 < [[ 3 n x wl � I _ n E + I 3 '3 £ € Y.. 3 , s < Y+y € f` S r p t f..,•.C.>s;<. cA f ,. > 31. , s,'f:3.., .,J y r. 1° 1 ., •: t. .., E ,. , t .. •.,. .. ..,.-... t fE f /I" i$ ,t r y.Y>•:...,,'t„ <r Fx £., > £ •. , ,. t ., E � •... r;., 'f<� <x. 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", -, __ " � ��',,� ,// - -,-- ., --.,.-,� -V "" I C/ , ,/ 11 ; ,­ ,_­ ,-", - i /� n, I , 11/ \ ) :I , /111", � / .. - I t-4, : �.. t I / 4M ". . , , I , , /,; t, " ��,� I I , " ,�/' I I. / I z I to I I.- -- / � , I I I /I I/ V,',, C� I 1 7....=­ / I , I 11 . 1, � _%_ ', . - - , I � 11 , VY ; I , DUX ; L I I / 3 AM ��-- 2 AR I I I . I I 1� ')3 , , � I , t: [,� " ,/ / V I I �--�"p" /�---f,\�­,� � - -,- �, " , / � , / , J" ! � : co I I , 117 -- I I t I _11� \ \ . �, '�, � - : I I � ­ %. I � " N ,- , I / . I , , 3 BN i I 0 1 z I ." \ . - I' I/-1 -1 , I I : �, I I � , I I I I , -, " �. I I 1 1 != , � I _,r , , , : �');,;'l, �_ . I I .1,I ( , "" / � ,- __V t I I �-� "I , , , / - I , �i ^ , , - '_1- t ., t I ; " I I , 1. � I \ %, 1, 11 I L - r,-,! ; f I -, �,: 1", ­ %. ! I i i , k . � , I ­ , I, I . I .. I , -, , _' - ' �� � i - ,��.�� I ,. I , I r-, f k - I C'� ,,, 11 � 7 ,___� ! � I � I ,_1 I 11 . , . � " � " , I , � � , ,1. � N -1 , , I , - , / _ � — \ C _�� 03 Y,A , I / (, , / I I I 0 f ` i *' I I _.,... \\ \ '\ 1*11� \ \� I� C, 11 (-", (_1 t 11 71 \1 I 11 f I � _ " ; , / / V j - I -- I I , \ , 11 , � . - I I , . , I IL_ ! I __-I- _'___��_ I I . 1, i� . : / . ,I i -"" �,, \ • I \, , I I : .1 � 4,,-// �:� 1� f___ '_ I � I �' � , - , "� / � , , " , I I I . .. ( '��, I I I I � ­� �-, 1 i / / , . I / '� ,I , " , I .. I"--, �,_ , 0 , , t f � , I I �:: r) 11 , ,, . i� � ; - . 11 1� I I 11 41 , I f " � � / I . ____ I I \ , �_, 1. : �L.F. I I � _J . r117-N � / ? I �i . �, \, / � . 11 • V I I " ," � ; "I \ \ I ", , I I I / '�' �` I r,�'-, " P 1 c-'i"', ,� t`� ,,­ "'. %. \,__ �1� / . ---, �_ 1_`� / ; ? -, ­- ��, _­ cll� I ,'!�).(I � I / / I , - � " 2QR I -- " , \ I" _11 ' "', V 1� Z) .. I I I 1 AR � 11 / / i 11 .1 1. . f"', - \ I I - 01 \ � _­ ­ / ; ", -- � / f I �, \ , - I V t�� T"­ `�\_ SEED MIX C --\\ I 171V ___ �_ - , "..", 1. i It ,� bELIJ '\ '. \ 1'� , / / I I T _`�.____ / - ��. or-cu\ \ \SEED MIX C ll � 1, � , /r�`Za�,:, i " i � f �� SEED , i t / I � I I � "' . , I I - // .I , t f I -LIMIT, , i, I ; , _____7 o 1 t ('. ,i I I MIX�A '� Wr"' I Q-, J'P A C,[-' . � (1, I I D / -1 Mix B I I �i , I . . , ` �� I r,,,, , I L_L L -1 -,i , _\ I", / ,I � � I ile-W-6 �/ / I I �, ",4 1 ., I , � _.!J �� , , , I _ - , , : \1 z_� 1 AR 11 r ' I li" C i i , -'- ,� . \ vel I �(t 11�. �-"t ­ ,�, " , . I -1 I 1. � I i I MIX A . f � - I . '.� � 11 � 6 1, 11,,,1, 1`1 "IV 11 --- �,", .-. 1-1 �,I,�� - � ti � / . \ � / . ; *7_1 L I M 1­\�, , -1 , _, I I ,� ,ZI I - /' / , 11:, . I 11 .. , I V/ _ , ..... � I .. , I / I ---,-- I I �, I I I . �It, "_:,,)7 I-- C ­­-7 \z�' I %, U I/�I 11 1/ 11 I/ I , " 'r,�`_` i / 11 , - I \1111", / I I _1 LIMIT � I , 11 ; . '. " r "I - I . " 11 � � I , \ I, __ ...... I � 1 OR / " / I 11 , SEED MI A � I � \ d � ,.,. I� I 1, ,,, � . , I / I I ;, I � i: .. ` ; I � i , . ,. - / / .. -, LIMIT, ,"' /� ,, z I .6 � I Mix -1 ." , . , �,, -,---' , 1 / SEED MIX I I ! rs�ED ✓ , 11 -___1,___. -_-, _____ ___­,__ _ I !, I \'f ; �,\--, ,i, " / � / I I I� )� .., )Z,I B , , ,.- - , �, � -" I' � r_ I 1 3 BN I /I , I I I - . � t! i � I 1�i I . - �, .;�� ____ I I / i , .. I / I I I � _� __1_______ :�__ I _ I .,I / " 1, 11 " .� - ,.-,-- I V 1 AR "I .11 " � 1." '.I ^1 ' I " lho __ , SEED -,---,-,.- -­--- _ �1* , 1�- 11 11 /, / / , /I I ,/1 I- 1 3 AR �, �A � 1/ "I .. I " .'', 1 , , I 11 \ - 1. -, I .,I- I "I !, �:� 3 AM / " 1 I I I , �- � . I OR I : , * -=�, / CO - " � . (P � f, I , " " ,,,,,, '� 11 I /�// ,� I P !9� ,�_ � /�, MIX B / ," � . .1, ,�` _�,; . � I: I (� r )� // , � , I 'I, \ � Z2 CK/ \SEE t \ / ;"\� 1. / I \ 'I,'11 , , iI \I � \\, _/' \', ,�_Z,�_ ," I ,,­­ _� / ., " -1 , I SEED � -e , i . ------___ ------- _ I .. p 11 ; I,.,,/ ., , I I , I If � / SEED ,_ , - ', .. / /11 �, - � � ; ; _11 - MI) t '� I\ ' I I " I / / �/ "I MIX'13 � I /__1 I: I/ /" N - I/ 11 � ; - I __'' 1, I \��_� -, 0 \ " . , 1\: ii "l-,", 11"_ // ,,,- /, ,�I/ ) 1. 11 / I ! ) ___ -­__ ___( � ,', I'll 1'// IX A 8 OR,\,1\ - ii . , " ; "I, ,, oee / 2 ­- � LIMIT OF // , � 1. .." I � . , i� I I __ - -I /// �1.I LIMI1 " 9 ! �; f14 LB T- I I I 11 I � - �t // ,_.. ­_ !� \� \ V1 I � "I ".1, ��', "--.--,"",- ­­ - t __ I----------I__ -I "I".I ".I I I � F I / I �, __QEE'D MIX B \ / ,i,- - I - 1. \ " ,. .1 I I 1-111 - .­ , ! C _k I I 11 - ______,_, _r,ED .. I 11, 1, - \ I I �_. ­'-��',i, , - - ,� \ r, ,,�!�, I, .- __-1...-1 I I"I""-,­_ ,/,I '.. 1_ � 11<1. " / - __ . , 1, - - - , , ,, , --- \ _­ -- , .,- I I --..I'-"-'" .. " I I \ , - 1j., I.." - 1. -1-­­,, -1 �, �, " \"\ " , ,"--- -,-' / C I I,. I I I - . I I.- 11 . 1,,`__ ­-, , I I I- '--' -. 1 .r,%.- '? I . I , I� �,,,t� I 1;kq �1, \, ��!­i .1; __ ; ,� (,!7� -- ,_ _11( _)' ­ 1: �____ I I _,�, I , ,��,., 3. .: ; • ­ I _"�,� -1 , \/, MIX B ,_� I - ... t,_-- .--,/, \ I " . // .... 14 "� ­­ " _ .....'' -------,%--- -1 - � /"/, , , t,l,-�,. \ I 16 'I, 11 -� - � 11 . , ­­­ � _. ", I I I,- \ "� � " I I, � 1, (__�_ 11 I I / / , - N IN, 6,f "I �__ '),,--,,. , - t ^ /I f I ` I— �11 1� \ 1, -I /, / I / " 'I-, -1 , - . k� If, Ir / . "---' ,4f, If , I 11 . -V 7; il , I I I I ', . "?) - \ " � f, __// /I/ / / / i "I 1,I., \\ �I 1, . , 11 q 1�1 \\--3 LS 10 CK ._,� e:, ..,\ �"� 14 1 / I - S ' , 11 ---.--- I , \SEED _____1__-_-_-_ " ok , , \ - ,, -________ " , ;�,, I N,I � / 11 ,/ I , \ , / ,, / O.- ,\': I I - � / ,I - I / i - ". I __-�,�� ,� . , I ,�, \ 11 V i I I X ? / SEED �, I " 11, /'1 �, I/ ," a V�)�IX B _!::--- ,ff_� 'N �,; 1\ 11, 11 11 I -, I \ I", �1.", I I , I ,""'. -, 6� I 1, SEED __1. " \,\ \ � 111. �1 1� r,� S . I ? . ........ i�, I I � :::y I I " I I ��,� / C� - I'A_,�.----- -:0:0:0 ��, EN MIX A: 1�1 I / f, owrs / " � 0 � 1� I - ; I W \ * I "_ i /� � \ I 11 1, 1. �_­� / IA Of ." 11 � / MIX A EN \\ ��,� , I . - . \) I I/ " -� I , \ , ", "" / 11 65 , , I " / "I 66 / I � I 1- -.1,---, I ,6'�,,A , �, . \,- ", - , (11t� I I�11.1 , , I , , - � I I .� " , I I -_----k ­,�, - ­ I ­ " I . I " , . � , I , , . , I ., ,�' -r-, ,, "- �',�,� , ',�_ . /, �, � I - 11 �,,�', I 11 ( " I I , , ,/ i I t 7;, ; :1 - It / 11 - I . , , / 1. 1, \,J , _��J. �!_ __ I . , 11 , I � � k , ' ' " , " I � ­­ ..", ,� - - _,,_­ , ,� I 1EED \. 11 I , , � I I k I , , , f, 1, ... , I I . I , - , " \ 1, 1, 11, ;� i�� ) \ \)/ I " // , , - 11 , ._�� , I ., .�, ,� � 11r_1 , \ I y .I'� � � EN I I 1, ., � , ; I ,_ . I i ,. � I �F I _� _J / / ", I, '�___ ---"-,,-, " , ��,�, I I I � , , - I \/� i I ; : , '' I I EN ___­ 1� 0 1 " , '' , � 1, ': I :�,%: \ .z I I I � \ , .1 i�j,l � ___­ I 1, ." . IIX A , I - .- � I -� ) I I I/ I �L�I W - I 1 '� I ( , ""' , , \ I" � 1 I � t I , : , 11 / r , t 4 \� , ,I . -T1_1, `"N}.>. -, i 1, \ 1 .1""-,�: . I . I I -� � , �--- '..., ��i 0 I t1_1 , , \ , , ;i t� 11 ,_�� t", :1 ;. ",� I I ; 4�z � .. I � - , � � , , /, / ' " I :� , - '1� , I , ! I I - , -1 \ / iA9 ", " I �_ / , I i�"� ,� ; , 1, / , 0 ,, ,,,, � 11 r " - \1' I � - - , -I- , , - """",�"., L_ V _1 " i. . , 'S \"I -I-'- / , SEED MIX 1 OR , ,I,//, __.- C 11 � , " i", I - - - 11 - \ , � � , 1� , I 11 _� ! - (-� � -- �/, / 1� __!�_ , �1/1, I , , ", , - � I I oj q - � i 1, ,-- i i I .1"! _� ,'­� ,"� jf*,- C .1 , , " ", I I , b ____U 152 . 11 SEED 11 11 , I ; 'i I i ; -;� , ,1. ­� _11--,--- N, : ,-. , 11 . 1, . I �, : . 11_� -1, 1, - -1 - I ; ,-1 � ­ I F - ; I I I I � � I I�Jl 1\ �_11 � ,�71i -- , _. : �f " : , " I 11 -, ! - I I LIMIT : I 1, i I '1/1/ '1/ I �,�, I I �1, , ii�, __ , 0 , � ,� , . �, I I 1 , _ I I � \ � I <,: ,\ �� i , , '� ,�- ( - - k � \ � I V 11 'i '(1 (, " MIX A , - ' I ! "�_- - ( 1, ! I �� 04\ - /' 0 i , 1) __ 11 ,I' / � , I I ,� , I_ ' r- \, ) I .- 11 -----' " OF � ' � � ! OP I/ _­��,- �7 ' , " N�_� SEED MIX 13"11- 1� SEED -, I NITS 49 50 i I`� , � , 11 I_- I/I "",I I C, ). I 1; �,"I I-A i-11 r-1 i )l I 1�� � _11� -.11" � - ., _-, \ I �j "� , 1� I \_1 " / 1, I i 11 � :1,U, -t 1� _._­_ , , __ I , .� . " ,*, . - . , � 1� I -\t"..::,J-­­ VT I , ­­­_ ­_`,, � . .% , 1� : I �:, _­ I I � f . � \ .1 1 -7 . , , - ­- .I , __ / , '1� 11 , --1 I I U k \ � UNITS 474,48 U ('r, -,I ."\ MIX A " ­7� Q i 1 ,� , - -1.11,� ­­ 11 �, i Z 11�I ­­­ " ( _� I I /I I ,N � 11,� , \( I -11 - I C�l I (, 1 I i -1.� 111. ��� "I / I I ,, . \ �� ,. I i`.1 �____-I ", . --'--- - I" 11 1-I" SEED MIX B I -� I : 11 3QP ___ -;- ., SEED/- K - \ , " "r, ,,, � ., I . -, ___ � . 11 - 11 I ) � �:, I " I", , � � ',� I _Q�_). ..... ,", i �z I I � �; _ .1. Y,^` LIMIT-OF i - �, � A / ,_'ILZ ", . � : 1 OR / . 11 / ,", . 11 11 - � ," -4 / / " ' ....... �,- - -e, ,/11 I I � I 1- - -11 / 1, U 11 ill ­�'­�, ,��'_, _­ _-.1-1-1- 1._ - - 11", _ f -, .......MIX'B �j ­4"�, SEED ,,/ I'' "1, / 313N I - - ��_) -V"Ill.--I , 313N -1 ""'- ;' ;, / .. ., ­ , ... 11 - - / I I " , , _11 ­ ( ; . I .1 - I - ,_ , . ; / *, � I ­ - � , 1, -1. �"! I ix A�- -- - , ­I 77' .- /, , -1-_____ ./ I 1� -1/`1 11 � . 1, ,• -�f,� I i ---_.,-1-111'� -................I - - / : •I t 11� • I I ­ _ . I 1, ; •11 \ , �),_ 11 ,, , : . ;� / �" I , L I , I I . 1 _71�1 / I i��,11 I"� __ e/ , "", I � I "" I .. i..--,---I-- - , _­ ;, 3 L5 - -­­­ . I , I 1; I I 1; 1 OR " . � / , �� " ., /I/ " i ZZ7, '�,�-I I- _^J: "I ......__ " , k>, ., , C. ; ?.,,�� ",_0 I- , I I il Z�'�,/ ---I- -,--. ,\"---,, \\-L SEED MIX B /.'- 1! f�­,,,,,`,: "I, I - --_­­_ ----­ / , I'll, ______ \ I'll, I., I ', -11" --I,,- '737,,<r<?{}I -- � �11 �_ I _.. _ .11 ­-, - I 11 / , 7 _,T7��-T,i,TZV7,T_rK)_11>_(� ' -1 , i ,,_ 76.�p 5_�_ � / , - 1....QR-11--_ -_11" 11 - -1.1 - .. , . " , i .11 . ; _-­' . I - 11 ,1 OR I" I - ,. . I , ( '�,__ I - ­ N � � \ , . I , I - 111"'11- - / .' _ ,­', - elo� ,\ F,L­:�Lzz��-�=� ­­­----------- ­ ­----- ---- _____1 ,SEED MIX 13--\\ XB " / -� I .11 __ I - - �_- ­_( \ \ , 17\_ SEED MI .�� /, , I , � P -..r-,/ _- - - - , ­- , =, -� I I 11 I ­­ -1 ­ .0 3AR I ­ _11-11.111 . - ,3AR 1--__ 1��,� ,, � V ­�-=-_�_­' /- ,� ­­­ R, ,--,---"_, ­­ " - ,.,. �, " - __1_1 11 -1 ,-..- � I .. � .. - _­­­ I " _­ -4. -1 11....... , 1// \\- \�_-, , __.__ , 5 1-1 ..... ,,­ I.-""'- : .1 ­­_ 1. .----- -1 11 " , 1� I RkIGATION _- � 1--- ,---/ ,, . ,- SEED MIX B � "__ ,,,---­_ 7.- - k 4 :k ,_­­ ,­­ � LIMIT OF " I A, _­- I - , ---- ,/_., .'-' -­� - , ,� ,, I I I ­.I—- "" -_ __ -� ", I ,,, -_- _ l_ .,. _ - .1-1- ,- __ .... - -:, -",o ,\ ELL � , . \ SEED'.. ' _�___ii ,-,-.1 11 "a /,- ""Ill I , � , ..'. 1, ,­ --A _1N 1- ____ - I". LIMIT OF ___ , '\\ ,) � ' � � , \ -­MIX B-------- , - 11.1111 .1, I ,, SEED - ..- -�, I """", -, -1 - ­­ I __M IX ....�_,._.. C ­___ . - i - -11 K , ... ­_,­ I __11 I- I 11 � ". 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I .. - / � �,, `IkV11; �, _t�l_ 'I.,r �� -1. , S I r I , "t" ";���-��e,­ -,k \ " e I '% � , / , ,I ! / \\_ B LIMIT " V� I i� 17� 0", "I ,� , I. ,: � t I 1, . ,�,-__'<­ 1 / /. / �'.. I ___... I ! 5 LS /,//' I • .- ­ "I" t� 1, 'i. I �, � \ I 1\ , � I I , /",- . 1, , , , � , ;, i V il , - , ,\ �// ,/ 11 , �_, , " $111% .. -11" " - � I . I I 1, . I . SEED,' ; I , �/ I I I " I ; 'I � ,,,,""- (",�" _ 1, - , � i 1.11 " /, / / I i el� , \ il/ "A$47 1 / �_, ; __� !Z' - i I ; i k ,�, I \ -�>_--__� MIX A , I 11 Q-) 11 � , I � S - 11 ? _?�, , i . i 1, 7, "X - , ,� , � , I ____��111 _/ \\ I 1, ,1 \ " � � , ?I ,----,,\ \ " 't� ,, . P-�_ � I N I ., ,­ ,,,,, 1. --.,- �� Vol%, ; ... ,­,"',- I , k , , % �. . . . , .. 1, .1, "I \� I " SEED MIX ,"I, , " ",. �/ '�,_., � !I 1, I , I f,t,,_,� N\ k, I I SEED MIk�'6--­ - I- I " 1, \., ) , � A ,�', , , , ,/ " I /1-1 , , , � I - I I � '# \ � � "// ��/` , , '!C" \\ � . 3 AM � I , . '. 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V \ , "N _/ , � I � I / , �, , I I " \ 1 // 1/1, �r �� . UNIT 86 ; \, \�_/ I .I- I i . . I I '. I I I I I . , I � UNIT 85 ', \ 't I � , � " , � P - ! . I / � I t I I I � \ , 11 / // , ; I I I \ / I ; � I I I / I i \ N-(�.w I I , UNIT 90 : � UNIT 87 SEED , I I I , � �. I I / / " I I ,./ I t SEED\ 't . I � / / UNIT 89 i i UNIT 88 mi �'r � ! 'i , 11 I /' I I , I. li� 1, I I I , I i 11 A -( , r, 11 N , '. .. .I Z" , � � i �'_,, // �1, ,/ / " ; I � I 1 :, �� , I MIX A " , 11 ,\\ IRRIGATION \,_/ z E C E � V E , ­ I I 1 1 � , I \r"i' '��, I I , Z/ I I - ;t, , ) I / I � i � The Heritage a , I i 'i i� t ,-�'11-,-,_`I\ I� I I I I i � I ); i \I' I I //",/"-1 l-, I � / / , 1i � , I L-, � I :"\ , WELL LOCATION_-�,-',' ,�;_,,,,,,,, � I ; 1 . i>, I I , I � - : J I � 201 1 i 1 I ; r- ., . - .. i I " . . - "" I I I � TYP. (1 OF 6) / / � , - ," t �... � .. - i , 1 7 A � 1� I �L'�,�!' ,r ': ,,,, . QP I/ I JAN 0 6 Y "I ­ � 'I- . I I - ­­ __. _IL_ ;.)/-XF\ , I . 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IT I 1 j I i � > ______ '. _­ __ ­ I , I I I 1 6 TOWN REVISIONS i 1/3/17 AVL 2 SEED MIX A _L_S__ - --, 11 I , 11� � AM' , 11 I � / �, , 11 ! 1 , a- ==- ,_11 k, I / /_ ✓ ­ : I I ______ f, ______,_ I k / �__­ .,*-7-,%\ ,� 1� ,_,0( 1 5 TOWN REQUIRED PLAN MEMO 10/19/16 AVL I ,,, I I § - I — I - - ­� 4'_ ------.,-___- 1',/ - \ :��;�11 -`If I/ , " - i I 1 : k i 0 , - ( - . " - 24,- ?1N ,,\ " V e 1� I / X I 11 ! > 0 1� - 0-,,- - - � Wl!,' .-V,V.. �,� --,�-, - , \_ I I 1. "I / " /I I ,�, _ , ; '\' 9 I 4 SCDHS SUB./TOWN FINDING STATEMENT 10/7/16 AVL 1-1 ­\ /" ; . i � -- 1111____ - . I I I I I '. 1,11 .1, ,19 , 1 % 1-11 I I '", , _1/ ��-,, I � i , � 3 REVISED PHASING PLAN 8/19/16 AVL , -"".1 ­ I �'._...,�- - . -1, "I, �1 I <, I/ S I i : t i : , � / � , , , , � I . 11.1--- . ­­­­.. _1-1_1_1-11,-,--.�---,.--,"",""--,.,.-,-,--,.........------ , �---- ,---'­ I , �, N / I zI , I , ,.;, I , , � i - , / �,-T� . / - '' 'I � , I I il 11 ��Z,­­� I ;-", �_ ", -VID ,'I , 1_� , I I - - / k ,. J! "u ­­ 11� I ­ I' , � ", � � \ ! ., "- e" I , ,-' L0 �/ 1, - , /��_ __ __ '-' .- ,_=-_, - � , \ " I 1 " � - - C- _:�7:____- " " " I / , \ t��r - I - �",,,'\ // - " , -- - ,� �/� , �� �' , )i �� i \ / 1, :: � ,� , / : I 91 ,,,, i 1 ,,,/ i 11, . 2 FEIS SUBMISSION 5/20/16 AVL 0 , ,� i I I "I I . /// /-/-- ,z � ! , I ---t-I . t � I , z " ; // , , - I � f I I ,) t , I I � I " __V_�_ ,`I: , " �� i , t I I-' ---14-.-- 1 LIMIT OF /I // , /' P ? . � I I ; �, I I 1�', I - \\ , � . J I, ,?,C�-.A , "�': . . I I , , I -/' ,I I ! , � I i,, I \ " /X " .e, I 1 LS I � ! 11t:, 11 - 1 ! " " SEE 'I "x , ,,/" // , . I DEIS REVISIONS(SMP NOTES) 0 1 11 � I ', � �� , , I _ I 1 10/21/15 AVL , , , � q SEED ' � I " 11 ,/� " I � I i , I I 11 ;K-1 mix ,/ X / --- t � I , I t 11 . , \ ,�-/:__,______,­ /" � . >1 I k / I ,- , - I // : ! i Designed by Checked by - I I I � f . I t i 1 � � . 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SCALE IN FEET : . ; i F I 0 t -,— � I i 1 3: , "fir-- __1___,__1______t i � i� i I 1 11 C? 1 i _0 . t Dor N *4 Q) > Project Number 0 0 29305.00 11 \\vhb\proj\Long1sland\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LA.dwg O V t 1111 ❑o ❑❑ ❑❑ Engineering, Surveying & ❑❑ 00 1111 a° Landscape Architecture, PC 100 Motor Parkway L-J--L Suite 135 ❑ ❑ Q . r-L.J Hauppauge, NY 11788 ❑ ° 631.787.3400 ° ° ❑ 1 KL 4 LF ❑ " ❑ ❑ 1 IC 7 LF F 4 SP--\ 2' IG + 3 LF 2 RP 2 KL 3 ARM 3 SP 1 IC 3 IT 4 SP 4 JH3 RP -/ 13 ARM 5 RVTJ 2 IC 3 RC 1 IM CS 1 KL 1 RP 3 ARB � 4 SP 3 TG 1 RP + 1 RP 1 RV 2 KL ❑ a ❑ ❑ ❑ 5 I ° a o 1 VD o ❑ ❑ 1111 1111 1111 1111 . . . . . . . - . . 1111 1111 1111 1111 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, 865 87, 889 91 , Units: 107, 108, 111 , 1129 113 114, 109, 110, 115, 116, 119, 120 969 979 98, 101 , 102 92, 93, 94, 99, 100 117, 118, 121 , 122, 123, 124 N z as 1111 ❑a 1111 ❑❑ ❑❑ 1111 1111 ❑❑ ❑a ❑❑ ❑❑ ❑❑ ❑al ❑a 1111 1 IG 1 RC 1 IG 1 RC 1 IG 1 IC 3 PF 1 KL 3 LF 2 SP 3 LF 2 SP 1 IC 3SP 3SP 3SP 5 L 5 L 3 P 2KL 3PA 2KL 3 P 3SP 2 TG i 2 TG I 2 KL 2 KL 2 ICC 5 IT ® 7 PA 2 ICC 5 IT x x 2 TG x 6 IT 2 TG ® 1 PAF 2 KLE 2 SP 1 TH x 1 IM 2 KLE 2 SP 1 TH 1 TH k 1 TH 4 LF 2 IT 2 IT 6 Sp 1 IR k 6 PA 1 IM 4 SP 2 ICC 2 RP 2 ICC 2 RP 2 IT 3 IT 2 SP 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, 14, 15, 16, 23, 24, Units: 37, 38, 39, 40 Units: 41 , 429 437 44, 459 469 19, 205 215 22, 279 28, 291, 30 255 26, 31 , 32, 33, 34, 35, 36 59, 60, 619 62 4- SHRUBS BOTANICAL NAME COMMON NAME SIZE ARM Azalea x Renee Michelle Renee Michelle Azalea 18 -24" HT. 1111 1111 The Heritage a E C� E W E � 1111 1111 1111 1111 ARB Azalea x'Rosebud' Rosebud Azalea 18 -24" HT. 1111 °° N O11 00 CA Clethra alnifolia 'Hummingbird' 'Hummingbird' Summersweet 2 -2 1/2' HT. 1111 1111 FG Fothergilla gardenii Dwarf Fothergilla/ 18 -24" HT. C u tC h o g u e ' JAPE 0 6 2017 L r ICC Ilex crenata 'Compacta' Compact Japanese Holly 2 -2 1/2' HT. _ V) IC Ilex crenata 'Convexa' Convex-leaved Japanese Holly 2 -2 1/2' HT. Southold Town CutChO ue, New York Planning Boa,� IG Ilex glabra Inkberry 2 -2 1/2' HT. g IGC Ilex glabra 'Compacta' Dwarf Inkberry 2 -2 1/2' HT. Town of Southold IR Ilex verticillata 'Red Sprite' Red Sprite Winterberry 18-24"SPD IM Ilex x meserveae 'Blue Prince' Blue Prince Holly 2 -2 1/2' HT. No. Revision Date Appvd. >° IT Itea virginica 'Merlot' Virginia Sweetspire 18-24" HT. 6 TOWN REVISIONS 1/3/17 AVL JH Juniperus horizontalis Bar Harbor' Bar Harbor Creeping Juniper 18 -24"SPD N 1 RC 1 1 IG KL Kalmia latifolia Mountain Laurel 2 -2 1/2' HT. 5 TOWN REQUIRED PLAN MEMO 10/19/16 AVL 1 IC 2LF 1 RC KLE Kalmia latifolia 'Elf Elf Mountain Laurel 2 -2 1/2' HT. 4 SCDHS SUB./TOWN FINDING STATEMENT 10/7/16 AVL 1 RC LF Leucothoe fontanesiana Drooping Leucothoe 15- 18"SPD. CO 2 SP 3 LF I` 3 PA PF Pieris floribunda Mountain Pieris 18-24"SPD 3 REVISED PHASING PLAN 8/19/16 AVL 3 LF 6 SP PA Potentilla fruticosa'Abbotswood' Abbotswood Potentilla 18 -24"SPD 2 FEIS SUBMISSION 5/20/16 AVL N RCA Rhododendron carolinianum Carolina Rhododendron 2-2 1/2' HT. 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL 0 3SP 3 LF 3 CA 3 LF RV Rhododendron viscosum Swamp Azalea 2 -2 1/2' HT. eslgnedl�y Checked by >1 3 LF 2 IG x 2 PF RC Rhododendron x'Cunningham•s White' Cunningham's White Rhododendron 2 -2 1/2' HT. 2 IG RP Rhododendron x'OI a Mezitf Olga Mezitt PJM Rhododendron 2 -2 1/2' HT. I 2 KL 3SP 1 TH SP S iraea x bumalda 'Little Princess' Little Princess S irea 15- 18"SPD. Issued for Date 0 2 IG 1 IM 2 RP p p k 1 IM TG Taxus cus idata 'Greenwave' Japanese Yew 18-24 SPD 1 TH 4 LF 6 LF 6 LF 1 TH p p July 10, 2015 6 6 IT 1 IM 6 SP : i TH Taxus x media 'Hatfieldii' Hatfield Yew 3-4' HT. ° 5LF VD Viburnum dentatum 'Arrowwood• Arrowwood Viburnum 2 1/2 -3' HT. 2 1CC Not Approved for Construction 2 TG 2 IC 2 ICC 2 IGC3 LF 3 LF 2 LF 2 IGC , 0 2 L 2 L 2 LF • V) CD • a� Q a 0 Shrub Planting Scheme B4 Shrub Planting Scheme B5 Shrub PlantingScheme B6 (p Drawing Number Units: 47, 48, 49, 50, 51 , 52, Units: 53, 54, 55, 56, 69, Units: 57, 589 78, 79 N 63, 64, 659 66, 67, 68 70, 71 , 729 73, 74 ®`p��8�� 16 , �,•os vq L=4 L 20 0 20 40 Sheet of 21 23 SCALE IN FEET f1G ®+ o �Op'NES Project Number 29305.00 II u - - \\vhb\prof\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LA.dwg O V t r1, Engineering, Surveying & ' 7-- - Landscape Architecture, PC -ar..f '8f \,. � •-t. „y z , 4,""> 100 Motor Parkway " +. � _ �� J,J��J,I b✓ �S � � i° t, ,. }�~� .,j •,FSM,F EI 1 Suite 135 jj , NY 11788 Hauppauge 631.787.3400 4ktl? lfe4 . . . . . . . . . . 77 j }' Y � STOP „ , ... � �\,;' � �_i.�; ! f..)� "„'�.\•,J•'`-° L•''�.\..r " w { t, pp 4 , (i ❑ �. 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' 28 JH 9 IG ^ ` ✓k'4 Jw i `,a.,,t, 'ri' �. �' .._ .._,. / '• ,_',"'„'',{�'" s,,r^ e.\titE�;PrPp. 3�;e”- ?c"`,,.5 '"`I ���tlJl ``•.�8f 'Ir;ti;4 ... \ �` r ( r' *ttEtt?ffr �✓'" 4� h a ,I �,r P ` a_ r :.✓! �l`,itti:l. ~ " - t� '� The Heritage C)U, + 11 CA '', i ' t `" •�. tl t� N �' 2017 Cutchogue �� 10 RCA `f ~e - Southold T-Iv:I� Cutcho ue New Yor d x 9 Planning t3oal C) `" = `' Town of Southold U) �` Entrance Planting Plan PP �\✓ ++ No. Revision Date A vd. 41 6 TOWN REVISIONS 1/3/17 AVL + _ _"_. •-„ _. x 5 TOWN REQUIRED PLAN MEMO 10/19/16 AVL \\' .,- s, + + g:M T� / + + + 11 CA 4 SCDHS SUB,/TOWN FINDING STATEMENT 10/7/16 AVL s ` 12 CA 1 l � + + 3 REVISED PHASING PLAN 8/19/16 AVL 39 SS + FEIS SUBMISSION 5/20/16 AVL o `t e •l.\ ;; 15 HR 7 RCA + + + + + w. _ 2 + N u 3 p + + + + _ —, '-""".._. " ONS(SMP NOTES) 10/21/15 AVL EIS REVISIONS L `•,\ ,+."„ L� `{ 9 I G IJeSigned by Checked by 12 RCA a 10 CA ~` " C 5 J 16 SS •.�� r, o Issued for Date July 10, 2015 Y _z Not Approved for Construction » �r " . D. a- A J ry j I ! ` \ _. , �, " o_ ,- - �\} .. Drawing umber t� O N Clubhouse Planting Plan p®�A T L 20 0 20 40 Q 1" Sheet of a � � 22 23 SCALE IN FEET , 71 1A 0421 ®p NEB 0 Project Number a 29305.00 li \\vhb\proj\Longls1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LA.dwg O V s K,t f 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 DEADMAN TREE PIT 1. STAKING IS NOT REQUIRED FOR TREES UNDER 10" HIGH. TREE PIT ROOT BALL 2. PAINT TOP OF STAKES ORANGE ROOTBALL Y2 INCH DIAMETER BLACK GUY WIRE OR REFLECTIVE RED TAPE. REINFORCED RUBBER HOSE GUY WIRE GUYWIRE — SEE GUYING SCHEDULE Plan TRUNK PLANTING ROOT FLARE SHALL BE SET 2" TRANSITION SLOPE ABOVE THE ESTABLISHED FINISHED GRADE. Plan NYLON TREE TIE WEBBING 3"" PINE BARK MULCH, DO NOT (LOOSELY TIED) PLACE MULCH WITHIN 3" OF TRUNK. i E TRUNK FLARE SHALL BE SET 2" SLOPE TO FORM 3" HIGH SAUCER. ABOVE THE ESTABLISHED �E FINISHED GRADE 3" BARK MULCH, DO NOT PLACE T ftfi 3� MULCH WITHIN 3"" OF TRUNK ?iI 2""X2"" HARDWOOD STAKE OR DEADMAN LOCATE TWO OF THE THREE U YS ON UPHILL I LL SDE OF THE TREE.THE 2"X2" HARDWOOD STAKE OR DEADMAN (2 STAKES PER TREE) a TIGHTEN AS SHOWN ����� '����� ��r,S PLANTING TRANSITION SLOPE - SLOPE TO FORM 3" HIGH SAUCER. UNTIE AND CUT AWAY BURLAP FROM 113 OF ROOT BALL (MIN); � 4" LOAM AND PLANT BACKFILL MIXTURE. IF SYNTHETIC WRAP IS USED, MqX. '�� SEED OR SOD REMOVE COMPLETELY. DESIGN SLOPE ' ;**% UNTIE AND CUT AWAY BURLAP SIT ROOT BALL ON EXISTING �'� � FROM 1/3 OF ROOT BALL (MIN); UNDISTURBED SOIL OR ON IF SYNTHETIC WRAP IS USED, COMPACTED SUBGRADE COMMON FILL �°���,�J' REMOVE COMPLETELY PLANT BACKFILL MIXTURE ��� SIT ROOT BALL ONr� HOLE — THREE TIMES ROOTBALL DIAMETER EXISTING UNDISTURBED NDI T SUBGRADE ORE WITH SLOPED SIDES 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: 1. STAKING IS NOT REQUIRED FOR OR DEADMAN (TYP.) TREE PIT 1. STAKING IS NOT REQUIRED FOR TREES UNDER 3'" CALIPER. TREE PIT 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 TRUNK WITH SPECIFIED SOIL MIX. SOIL Plan NYLON TREE TIE WEBBING Plan TRUNK MIX SHALL BE CONTINUOUS (LOOSELY TIED) NYLON TREE TIE WEBBING WITHIN EACH SHRUB BED. SLOPE TO FORM SAUCER. (LOOSELY TIED) 3"" PINE BARK MULCH PAINT TOP 6'" OF STAKES ORANGE 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) TREE SHALL BE SET PLUMB, (PLACE WITHIN 6"" OF ROOT BALL) The Heritage a , E C AFTER SETTLEMENT TRUNK FLARE SHALL BE CUtchO ue JAN © 2017 COMPLETELY EXPOSED, SET TRUNK FLARE SHALL BE 2" ABOVE THE ESTABLISHED Southoldlcwn V) COMPLETELY EXPOSED, SET FINISHED GRADE J Cutchogue, New York planning L0 rd 2" ABOVE THE ESTABLISHED Q -0Z '%\//, //�//` Town of Southold 3"" PINE BARK MULCH, � ,\ \ / /\ FINISHED GRADE DO NOT PLACE MULCH �- w ; ` !\ \ /\/` 3" MULCH CIRCLE m � \'� \ \ �~ E WITHIN 3"" OF TRUNK. o 0 N \\ \\ /\j\ �� No. Revision Date Appvd. > 3" BARK MULCH, / / / / / / / / / / / / i / / / / 6 TOWN REVISIONS 1/3/17 AVL DO NOT PLACE MULCH PLANT BACKFILL MIXTURE. i�� ��j�//�//��j���� ��j� ���j�/j�/j��j�/j /�/j��/, 5 TOWN REQUIRED PLAN MEMO 10/19/16 AVL WITHIN 3"" OF TRUNK SLOPE TO FORM 3" HIGH SAUCER. N 3" 4 SCDHS SUB./TOWN FINDING STATEMENT 10/7/16 AVL r7 SLOPE TO FORM SIT ROOTBALL ON EXISTING 3 REVISED PHASING PLAN 8/19/16 AVL r 3" 3"" HIGH SAUCER UNDISTURBED SOIL OR ON 2 FEIS SUBMISSION 5/20/16 AVL PLANT BACKFILL MIXTURE. ' /!\ /� \/ COMPACTED SUBGRADE 7. \\ HOLE 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL I,,..ii ..I„�., ..I„�.�i ,.I„�.ul I„� I,I„�i�l•Inv \ \j\\j\ ,/\\j\\, UNTIE AND ROLL BACK BURLAP pesignedby Checked by �,,�\//\ //\//\/ '\!�\�1��j\\/ /\�\\/��\// THREE TIMES ROOTBALL ALL DIA. / (MIN)6 \ \ \ � / / / ( FROM 1 3 MIN OF ROOT BALL; � WITH SLOPED SIDE) IF SYNTHETIC WRAP IS USED Issued for Date UNTIE AND CUT AWAY BURLAP ooUNTIE AND CUT AWAY BURLAP REMOVE COMPLETELY. > \'�//j///\ /��/�// / FROM 1/3 OF ROOT BALL (MIN); July 10, 2015 \,\\\�� / / \//\///���/ FROM 1/3 OF ROOT BALL (MIN); IF SYNTHETIC WRAP IS USED . � / / / IF SYNTHETIC WRAP IS USED, `i /\/\/\/\/\/\/\/\/\ REMOVE COMPLETELY HOLE — THREE TIMES ROOTBALL DIAMETER REMOVE COMPLETELY. Not Approved for Construction ��,�/,�/\/\i\/\/,�/, Notes: pp � ' /%/%/%/' WITH SLOPED SIDES SIT ROOT BALL ON EXISTING VSIT ROOT BALL ON UNDISTURBED SOIL OR ON EXISTING UNDISTURBED SOIL o 1. LOOSEN ROOTS AT THE OUTER n HOLE — THREE TIMES ROOTBALL DIAMETER COMPACTED SUBGRADE OR ON COMPACTED SUBGRADE EDGE OF ROOTBALL OF Cn CONTAINER GROWN SHRUBS. WITH SLOPED SIDESCD ® ' Q U Tree Planting (For Trees Under 4” Caliper) 1/10 Multistem Tree Planting 6/08 Shrub Bed Planting 6/08 o N.T.S. Source: VHB LD-602 N.T.S. Source: VHB LD-606 N.T.S. Source: VHB LD-601 0 co Drawing Number r O N L= 6 O vq rt! Sheet of T A 23 23 co 002183 Project Number V) 29305.00 u 11 - - - - - \\vhb\prof\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_BOR.dwg O V .AQ s yY 4 7 Y Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 ®.,, 41 =1 ' • " " ► � 631.787.3400 A RBORING No. ma „ ING No. 3 BORING No's BORING o. y r w 71 M ? r �n 12/7/06 �M NA •. .� oas� 12/7/06 spr y rare 12/7106 ��> . v u SA t 'r 12/5/06 vRrnxt o` CW s+ GENERA!<• NOTE-S o > »� r 10LOWS s00 a�cni E GEtIlcf +� NorEs a FM � ta � •OWMA„ NOTES GENERAL NOTES , zL � TosoT� ... ... ... LY �o�so�L .. ......__. .._ .. . . . -• ,.. _.: .. ELS SHOWN AT THOSE SANDY TOPSOIL � T'oT'SOIL SILTY LOAD 1) WATER LB'V .. _ _ ». SILTY L+O , _.. _. .._ MEA$URED oN' THE DATe INDICATED COARSE TO FINE •BR M7N SAND, ._.... SILTY LOAM I4 AND KkY NOT BE REFLECTIVE OF ... Sb�tE SILT. SOME GRAtrEL {Ski} 7 . M _...h '.p OARS& To FLNE BitOWN AND DAILY OB. SEAsQhAL -VARIATIONS ? 14. COARSE To FINE' BROWI�T AND L6 " -•" LIGHT ARRWrI SAND AND' IN TSE ,GROUNDUTATER LEVEL. 7 7 - " w. COARSE TO FINE BROW,SAND � 11 � COARSE T+0 FINE ERUt�'N �1`1D _ 2� 3p LIGHT BBpW�I SAND A2'�l), - V W 5 'LIGHT BROWN SAND AND _.. r GRAVEL, OCCASIONA1 LARGE , ..,, GRAvEL, ocoAsIONAL L4nGE ANA GRA EL (S ) „ ,._ .., THE BORING R?=LTB GRAVEL (SW) GRAVEL SSW) 1C1 15 C1�At1EL tS�T) N Ua--StYt�&`A,CE � ... .. 7.. .. 14 lk .,,. 2. ' 1- 2 REPRESENT s 24 __ ,_, 2.._ 15 CONDITIONS AX THE BORING '' x6 � �2 COARSE TO FINE BROW~ jLND LOCATIONS 4 Y A XD AU KT 10 WN ND AND ROW SA19D' AND 14ECESSr�RILY REPRESENTATIVE COARSE TQ CCli3i)IT�ONS AT OTHER ..T. ,...- ... ..•... INE BR0 OF AND . GRAVEL to t) LIGHT BROWN SA I.pCATI>�N5_ _._.. __ GRAVEL W) 10 14 12 17 12-. rio5 12 _ .... ..... w9 10 . iz ... 12 _ ... 1� -4. 15 16 � .. VIL 171711 20 10 11 90 .., .. g" to 12 . . . is . ......_. . .. ...... ...�$ . , .. � . ...... ... , __...._ ... .. _ ...____ V0 WATER VC00TERED. __ _ .... , . _ ._._.,.. _ 12n I2 17- _._ .,. ,_.. W/L 2S 7 12 I S END OF BORING: 231011 ,. ., 25 14 8 10 ' -- -- END OF .BORING: 25'0" , M1 -loll ., M '- . - - o ' BORING. *wBORING No. � y" J BORING , oars 12/7106 &�>aWA�u nn� 1215106 s���a>�► I 121'SI 6 ruw el> ► ,_ ; � —12/5/06 � � koro ,,�' �� �� WIN nr,ox CltE3i NoTEs �Ur,�111$ i�r ' >a GIEttRAL NO"tES1 FEr #�Ct74VB NO OF E++utrE C+ElAL NCfI`ES OF S�f'l>E GQiERAt �� 0p5{31T, Itt iEtiZ �N3 OrSOIL SIT.TY TOPSOIL TOPSOIL _.. . .. .. r �., -. . .... ,.__ _ .... SILTY 10At>4 SILTY LOAM .. �, -SILTY LOAM, TRACE GRAYISH ..__,_. SILTY' LOAM >. _.. .. ... ._..,.. ,_..... _ BRVO SILK' (SM)' .... . . _ ...•........ . .. . _ _. . . . .. ._.,?• _. The Heritage a 9 COARSE TO FINE BR,OUM 5 16 20� COARSE TO FINE BRMIi AND I, 24 LIGHT BROWN SAND ANIS �12 . ._.•. �� _ .- coARs� ro• ���� �RO�- � Cutchogue JAN Q C 2017 s 6 _.... . . s �- - E-L, OCCASZON'AL L LTCIiT BROVN SAND AND COARSE TO FINE BROWN SAND � � IGKT BROWN .AND AN � ...._....• .. ..,.•�. 5 AND GRAVEL, OCCAS10 ... [LARGE RAVE"I•. bCCASIQNAI, GAVEL (ST��) 14 GRAVEL {SW) s GRAVEL �r � _ ._ . Cutchogue, New York soolholdTown I2 15 LARGE GRAVEL (SP1SW) _ .. _ . . _. S F E BROWN N13 rX7" Town of Southold Planning Board 7 COAft E .ICJ.. TN A -, w 19 1 _., 2 OAXSE TO FINE BROWN - 1 � _ __. ..__ HT R SAND A�?I7 LIGHT BROWN SAND LIGE} SRO • G�V�� SSW) ... •,..,_.. ,... .......�• ......., _. ,.. ,,. No. Revision Date Appvd. , ."._ COARSE TO .FINE BROWN AND GRAVEL, THIN LAYER _-... _,. ..._.__ 6 TOWN REVISIONS 1/3/17 AVL o LIGHT BROWN SAND AND OF SILT (SPISrf) GRAVEL (SW) r 4 SCDHS SUB./ FINDING STATEMENT /7/ 6 AVL .,, .. .•�• •.-• - 5 TOWN REQUIRED PLAN MEMO 10/19/16 AVL N i _. _.._.. .�,.. COARSE' TO FINE B90 '� _. _.. ' � B. l0 1 67 19 15 ArD LIGHT BROCrI'N SAVD AND 10 12 9 ._. 8 '�^ y _ 3 REVISED PHASING 8/19/16 VL r` ��i _^..,,, _ ..... G�'�E" (SW) . . ...._... .. 1�} +�.♦.+.. «3-•-• 2 FEISSUBMISSION PLAN A • 5/20/16 AVL 0 zo 16 .� .. ,A ... - N ,,...... ._ ...,_.w._ .••,A.. ••• - • •• -••" ' "'""""-"' '' 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL .. _..... _-, ,w... .. .. ... Designed by Checked by ._.,.. ...._,. .. ` ... ........ ,. w......._.. ...A _ . Issued for Date .., ...._, .__.. _... -- ......__.. Judy lo, 2015 15 15 12 14 Not Approved for Construction jw..._w ,.. n.. Ani, .A..n... _. . ..a .a_.. ...r•... ..r n i.. .A • ' - - - - k " a A& 20 12 15 k4 12 ..,..»,. . 12., ,1�`~, .A,A. ..._ �' _1.11.1,.», _...,.• _ , •. LJ 1_1"x1•., • -_.._ .. ."r.Iw ♦- ♦. - , • , , r ♦ • •1 " w y.. • i 15 �14 .. ., .,..,. ^.1Z,..._.. _...... CL .._.... ... ....-- ..... 7_ ..,... .,.,.. ... .1 4... xwxw_,w. N-j I _ .. ...._.. ..'�.i ....�... ,.,.. �.1 i 12 - Drawing Number T 25 12 I6 � 14 145 I 2 0 - _ N _ END OE' BORING: 25 c\1 BND OF B4RvG: 25'0" END OF -BORING: 25'0,> ' ----�--..._ Ems? OF SOILING: �25'Ott .,. - . , N ,O„ L SUMI S_ Q) U N D Sheet of N General Notes 1 1 25 Q) 1. SOIL BORINGS PERFORMED BY SLACKE TEST BORING, INC. ON DECEMBER 5, ZOOS. Project Number 0 2. SEE UTIJTY PLANS BY VHB FOR BORING LOCATIONS. 29305.00 \\vhb\prof\Longls1and\29305.00 Heritage Cutchogue\cad\Id\Plonset\29305.00—SMP — REV.dwg O V s > if APPROXIMATE LIMITS OF BUFFED AREA TO REMAIN 'A EACH PHASE (SFE PHASING NATU LZAL AROUND SITE PLAN FOR DETAILS) (SEE GRADING PLAN FOR LIMITS OF NATURAL AREA Engineering, Surveying & Landscape Architecture, PC £............._..._ - - ---- 100 Motor Parkway " Suite 135 u ppa uge H a , NY 11788 ,,,,,, z7 ,,,,,,,'� r,r,r — , 28 2 30 r „ _.... ..� 631.787.3400 9 "r� 29 n 29 , I s 30 29 J° 0 31 .. „r 30 ^ 30 -31- 32 32 30 'r 31 'r 2 33 ' 23 22 26 24 Be 21 19 2s �� 3p 29 28 B B5 B B B) B 18 17 B ?g ?B 1 1 PHASE 3 31 "' 36 35 e e 31 B B B e 32 .......... .. . . .. 3 33 B 3, g ? 8 /r 3' r r B ao ? } 32 28 2 27 26 M �5 33 A 35 S S N d N h V• O C � R N 30 w PHA �� / 32 " nm A � 2 26 N � J NI \ ; M 28 DRAINAGE POISE 1 w RESERVE ' AREA STOCILE AREA am PHASE 1 ' � l 34 / w 32 }0 2X25 ✓" DRAINAGE s 3 26 27 \ RESERVE em _o AREA — '� �o 6 3 \ EN � .T? „�•;;i 6 ,50. 30. 2927 28 }S 30 }} 9 P CLUBHOUSE g 6,190 $TORY s �9 65 69 % h0 J EN FFE=31.45 EN 2 EN EN 67 31 _ $5 s ss � P 36 ,.� 3, ' 47 48 BJO 50 6 31 4 31 P HAS E 2 9� 34 32 ti� 3� 32 PHASE 30STO�2 P ST BUFFER TO REMAIN }, IL � 32 32 P PHASE 3 1 }3 NA AROUND SITE _ i &REA 34 33 �� 34 33 30 34 ,A M (SEE GRADING PLAN FOR 34 "y0 30 L , a IMITS OF NA A IA 1A 100 97 � A A � 93 A A 90 87 A 85 • � , 99 98 e 9A4 �q M e A 88 I A e A f(�\ 33 „� I I �30 30 ^ }4 y"• .' l " 34 �� 33 L 30 33 "ryp a �2 SN PHASE 1 2 33 .32 'r ' 0 -31 —34 ^ryh 3437 ��!+w.i ti0 �° 31 I }3 g3 P r c \\ U v 1003 1A �� 1A 106 1A 108 1A 1A 1A 11A2 1A 11A5 11A6 F'., 117 1A8 119 1 A 7. DRAINAGE A 0 RESERVE M AREA N 79 31 }� 33 }4 -- _33 33-- 33 '' 30 29 30 J -10 31 PHASE 4 � . 32 29 34 r 32 29 z� zs 31 PHASE 3 - PHASE 2 30 33 32 37 31 32 32 -�— L _34 33 ? 33 Jj r 3 , o The Heritage atD I W6 2017 ' Cutchogue JAN Q i E Southold Town U � � Cutchogue, New York Planning Board , ... 1 x w .......................... { 3 .. - s I ` .»., t S .......��.......,.�._...._„ ....._. ............. ....__._.................. ' I3 < L i < _.,..... ... � x Revision- Town o Southold 3 x No. ''on Date Appvd. Earthwork Calculations 6 TOWN REVISIONS 1/3/17 AVL General Soil MManagement Notes Soil Handling/Testing Notes S TOWN REQUIRED PLAN MEMO 10/19/16 AVL O N 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 LH 4 SCDHS SUB./TOWN FINDING STATEMENT 10/7/16 AVL SURFACE TO SURFACE CALCULATIONS: —103,242 CY ACCORDANCE WITH THIS PLAN. HANDLING OF THE TOP 12—INCHES OF MATERIAL ON THE PLAN, IN ACCORDANCE WITH THE DIRECTION OF THE OWNER'S ENVIRONMENTAL 3 REVISED PHASING PLAN 8/19/16 AVL TOTAL FILL (FROM SURFACE TO SURFACE ANALYSIS): —103,2 TOTAL CUT (FROM SURFACE TO SURFACE ANALYSIS): 2 CY SITE SHALL BE DONE AT THE DIRECTION OF THE PROJECT ENGINEER AND ENVIRONMENTAL REPRESENTATIVE. r CONSULTANT. 2 FEIS SUBMISSION 5/20/16 AVL N2. THE CONTRACTOR SHALL STRIP THE TOP 12—INCHES OF TOPSOIL MATERIAL AND STOCKPILE INITIAL CUT/FILL COMPARISON: —56,860 CY 2. THE CONTRACTOR IS REQUIRED TO ADHERE TO THE REQUIREMENTS OUTLINED IN THE IN AREAS SHOWN ON THIS PLAN (UNLESS OTHERWISE APPROVED BY THE PROJECT 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL o PROJECT STORM WATER POLLUTION PREVENTION PLAN RELATED TO MANAGEMENT OF STORM ENGINEER). 10% HANDLING & CLEARING/GRUBBING FACTOR: —5,600 CY WATER AND EROSION AND SEDIMENT CONTROL DURING CONSTRUCTION. Designed by Checked by ° REQUIRED EARTHWORK BEFORE ADJUSTMENTS: —62,546 CY MATERIAL 3. CONTRACTOR TO REFER TO SEPARATE SOIL BORING PLAN AND SITE PLANS FOR ADDITIONAL 3. TOPSOIL SHALL ONLY BE STRIPPED IN THE RESPECTIVE PROJECT PHASE AREA OR AS o DESIGN INFORMATION. DIRECTED BY THE PROJECT ENGINEER. CARE SHALL BE TAKEN TO PROTECT AND TO NOT Issued for Date NOTE: DISTURB AREAS THAT ARE TO BE LEFT IN NATURAL CONDITION. o ABOVE SURFACE TO SURFACE ANALYSIS COMPARES EXISTING AND PROPOSED GRADE USING AUTOCAD �UIy lO, 2O1S CIVIL 3D SOFTWARE. THE TWO SURFACES ARE DESIGNED AS EXISTING AND PROPOSED FINISHED 4. FILL LOCATED UNDER PAVED SURFACES OR BUILDINGS SHALL BE SAND/GRAVEL MIXTURES 4. ONCE STRIPPED, STOCKPILES SHALL BE SAMPLED BY THE PROJECT ENVIRONMENTAL SURFACE. THE ADJUSTMENTS BELOW ARE CALCULATED TO TAKE INTO ACCOUNT VARIOUS EXCAVATIONS WHEREVER POSSIBLE. MIXTURE OF LOAM REQUIRED FOR THESE AREAS SHALL BE IN CONSULTANT TO DETERMINE LEVELS OF ARSENIC. STOCKPILES THAT CONTAIN LEVELS REQUIRED THAT ARE NOT ACCOUNTED FOR IN THE SURFACE TO SURFACE ANALYSIS. ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS TO ENSURE BELOW 13 MG/KG MAY BE UTILIZED AS TOPSOIL FOR FINAL GRADING AND LANDSCAPING. STRUCTURAL INTEGRITY. SHOULD THE STOCKPILE BE ABOVE 13 MG/KG, THE CONTRACTOR SHALL MIX IN CLEAN Not Approved for Construction IN THIS ANALYSIS, CUT EARTHWORK IS DENOTED AS A POSITIVE NUMBER AND FILL EARTHWORK ISSAND AS DIRECTED BY THE ENVIRONMENTAL CONSULTANT IN ORDER TO REDUCE THE 5. FILL MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH GEOTECHNICAL ENGINEER'S LEVELS OF ARSENIC BELOW STANDARDS. ONCE LEVELS ARE BELOW THE REQUIRED 13 DENOTED AS A NEGATIVE NUMBER. o RECOMMENDATIONS. MG/KG, THE CONTRACTOR MAY PLACE AS TOPSOIL. • . • - 6. ANY MIXING OF IMPACTED SOIL REQUIRED SHALL BE DONE IN ACCORDANCE WITH DIRECTION i Adjustments to Surface to Surface Calculations 5. THE CONTRACTOR MAY PLACE UP TO 18—INCHES OF TOPSOIL IN LANDSCAPED AREAS AS 1L,-1 OF ENVIRONMENTAL CONSULTANT. ; NECESSARY TO MAINTAIN ALL TOPSOIL ON SITE. SEE LANDSCAPE PLAN FOR DETAILS ONCn • '�a • • ; Structural Element Adjustment (CY) 7. CONTRACTOR TO UTILIZE NON—IMPACTED SAND AND LOAM MATERIALS FOR STRUCTURAL FILL TOPSOIL REQUIREMENTS. `'u AND TOPSOIL RESPECTIVELY. PROPOSED DIFFUSION WELLS/DRYWELLS 3,772 6. THE CONTRACTOR SHALL TAKE CARE TO PREVENT IMPACTED MATERIALS FROM AFFECTING a 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 Ln HYDROACTION STRUCTURES 1,073 AT THE BASE OF DRYWELLS AND SANITARY SYSTEMS. RESPONSIBILITY TO PREVENT DUST AND SEDIMENT FROM LEAVING THE SITE THROUGHOUT THE DURATION OF CONSTRUCTION. LEECHING POOLS 2,587 9. THE CONTRACTOR SHALL REFER TO THE PROJECT LANDSCAPE PLANS FOR DETAILS RELATED # M BASEMENTS 51,961 TO THE CONSTRUCTION OF THE DRAINAGE RESERVE AREAS. 7. THE CONTRACTOR SHALL KEEP A WATER TRUCK SO SITE AND SHALL WET DOWN Drawing Number co STOCKPILES AND AREAS OF EXPOSED IMPACTED SOIL AS NECESSARY TO PREVENT DUST. PAVEMENT 6,464 8. ANY IMPACTED SOIL THAT IS TO BE STOCK PILED FOR A MINIMUM 48 HOURS SHALL BE N SUBTOTAL ADJUSTMENTS 615,857 COVERED WITH PLASTIC. 9. ANY VARIATIONS ENCOUNTERED IN THE FIELD BY THE CONTRACTOR WITH RESPECT TO THIS S MPM1 E TOTAL NET EARTH WORK 65,857 CY— 62,546 CY = 3,311 CY SMP SHALL BE DISCLOSED TO THE OWNER AND THEIR ENVIRONMENTAL CONSULTANT °� (SOIL REQUIRED FOR EXPORT) IMMEDIATELY. r) 10. ANY MIXING OF IMPACTED SOIL WITH CLEAN MATERIAL SHALL TAKE PLACE A MINIMUM OF Sheet of 0 150 FEET FROM THE PROPERTY BOUNDARIES. Z 1 a CONCLUSION: AS SHOWN IN THE ABOVE CALCULATIONS, THE NET EARTHWORK VOLUME IS ESTIMATED AS 11. IT IS RECOMMENDED THAT WHEN HANDLING IMPACTED MATERIAL, CONSTRUCTION PERSONNEL a APPROXIMATELY 3,311 CY WHICH IS CONSIDERED NEGLIGIBLE DUE TO THE SIZE OF THE SUBJECT BE PROVIDED WITH A FACE COVER TO MINIMIZE CONTACT WITH THE IMPACTED MATERIAL. � PROPERTY. GRADES WILL BE ADJUSTED AS NECESSARY IN THE FIELD SO THAT THERE IS NO 60 0 60 120 MATERIAL EXPORTED DURING CONSTRUCTION. Project Number SCALE IN FEET 29305.00 u ! P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_Open Space.dwg E O V s < i. 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PO BOX 1035 / CUTCHOGUE, NY 11935 CUTCHOGUE NY 11935 BAYSI Y 1136 6 CUTCHOGUE, NY 11935 FREEPORT, NY 11520 I____..., 2270 HIGHLAND ROAD I CUTCHOGUE, NY;11935 DAVID & DONNA COOK FREEPORT, NY 11520 s D N 6 TOWN REVISIONS 1/3/17 AVL CUTCHOGUE, NY 11935 Q 1 3050 HIGHLAND ROAD, CUTCHOGUE, NY 11935; 5 TOWN REQUIRED PLAN MEMO 10/19/16 AVL c J " 4 SCDHS SUB./TOWN FINDING STATEMENT 10/7/16 AVL 3 REVISED PHASING PLAN 8/19/16 AVL r N 2 FEIS SUBMISSION 5/20/16 AVL 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL of Designed by Checked by 0 N Issued for Date �t July 10, 2015 L c Open Space Site Data 6 Not Approved for Construction 6 TOTAL SITE AREA = 2,003,582 SIT . , , C OPEN SPACE REQUIRED: 50% OF TOTAL SITE .50 x 2,003,582 SF = 1,001,791 SF ' • SPACE OPEN 625,472 PROVIDEDF + 8 3 0 SFED+ 67,739 SF + 231,703 SF = 1,003,274 = 50% I 0 D S O I Z Q Drawing Number N O r7 80 0 80 160 :,�� �� .� ♦ r IR N e' ��.o v o SCALE IN FEET '�'' I C?P � Sheet of To •'��� '��r�s� 2` 1 1 e•�� L4 .og1'1 LLV p .=w Project Number 29305.00 III a -- --- - - - - - - - P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_Lightin g1-dwg O ............. - `- V YE ,'" r • f Y ''j • i r !' • . 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FY". „t _... t o,i° r r .,_,_._,; ld7Prit t'i i,PP'„ k:`PSN:tt - t'!P.Ct Il' h_ r , v l�H�ltlSTiAD LIGHTER ASI. E211�0] _ r t LEDs hrahtnr's.,i f`i,s.Color tecni? ratur�5�otK44�,dQo�K�Nu+1}and 631.787.3400 SPECIFICATIONS T - -"---„r. _ [.1_ t. ' t P }• ( ?• i °4t' C R -fz5 All PRODUCTIATAGE( I P mm Ai` i 0 1' 1T? ��” .i ' �_ ' , tt �� x.�rr _ .f ." - a 1 va C t Constructlmt: Controls: I ., 4 e , '' a s :< P P s 1 P' _4 r• [�� 304 102 0 1 1.? f 3 5r 8 2 0 t CONSTRUCTION•pie-cast aluminum homing with stainfes s steel hard'rlare,tempered •Stylish vertically f{need d;e-rast and extruded *0-1 OV dimming standard pho'<oce'i,occuprolcy ASL•24L :I ASL 1711 A strm 9t a F?i,n 3R aOC K,7�C€tl �t 2 IES TYRE[t U tlnhar.;at R t?r1^E F F e F.is r' attar 109 89 Q 1 5674 91 1 1 491t'r £su #V 0 1� - flat glass lens and silicon gaskets.Knock-atit of tap of houslrip for av3it blri photocell aluniln,3m fr3r maximum t eat dissipation sensor and wireless available frx camplelr "•"•�• �'""" Series MAF Arm brightness qR 400Ltt 70 CRI t r 3 and d*• $ F2£85__.._110t__. _,_., r-T 214 2100mA SpP_' _..#_,-_1 1 X757 93 t3. 514 83 a 1 a G@SSL?}+. anlOf#end dimmingcontrol UU5 3 IES TYPEIIt 1 120 DB pad F1ran,a toMIPIR1byvr,.:,go 6104 1i1a 3 0 1 S£i7d' 82 3 6- 1 4879 far) 3__- 4 1 *Separate optical zNtd etectriral ca npc.1 ;; 3 utter 16L 15 High 5 EeePx,70 CM 2t? GR G°ay tferdt t2 ao? 102 4 2 11 15 3 n „_10.441 85 � 0 2 THERMAL MANAGEMENT-Driver and LED module are mounted directly to at mi mint for imprrived thermal management and *7-pin ANSI 0136.41-2413 plkoluconTral 1 brightness glttness 4 IF TYPE ES' : 16 21f%3 123 3 12175 93 0 -2— 1 t 153 9T 2 i3_ 2 1fl9fif3 83 2 0 2 housing 10 maximize hdat dist-},3tii n. optimum crlmponrnt opera per-c facie optic-i avaitabra for twist tack 3 240 P5 P=sGnal t Sir,'er 7PR 7 p:n h'. l 1vut5t-Ixk phOti3stxttrats or vatrolcss coutr4tmodules ASL-161Ir , LEDs pt1.3!ace0 rccel�ta^ia 4 1246,3 101 2 0 2 11417 __93 2 0 2 1_04T) 85 0 2 ,-, , W° 5 FSTYPEV 4 277 vlH Vai'a'ie 5 22€!3 itR1 4 l} 2 112h3 9t -A 0 2 10959 A f 9 0 2 Dt3V1Pf41itiG=L3-1t3 vCtlt dimming standard. *IPA: 8L- .50f42 (ctln!ro1 accessories sold sttparalaty) y; i 241 24 i):ph CC1 vu5lort Calor gpAt I1oun1 p'^te^rtalft"a ? y�343 101 3 0 3 103f14 f33 a a 3 15437 95 9 a 3 ftdSTALLATIUt3-Lttmin,I a ft,aturPs a back lata design that Gari bt easily Frc/unted to an 16L-.62 It!' •t „ t lgtine=.s ineptvrsaXV013,4, 3 17firs3 9? 3 llµ 3 163f,1 v0 3 D 3 15033 88 3 D_. 3 , °=a"'fi '" p g Y 24L-.74 ft2 *Dimming leads can he putted for use with LEO- 5 or 6 Indicating 9G z ..7 1I 24 181 1R?87 fol 2 O 2 if752, 3-_, 2 �t._ 2 153k#�J 115 0 2 r= VtttiCaliDrfa e, remote crrlti of devices,order as special ," ` ASL-f1t " " R tlfamaifr) 5 tt8022 tiX3 4 4 2 1Ck::F(T 9f A i1 2 151!7 )3d 4 U _2 ,~ E Optics: ..dam. : - 1 c�M ora cxFr� :.,itr"Pr r rPrq n�reFr�< - _- ... t ELECTRICAL-Cl Ess 2 driver fELs universal vct`egp(120-277v,5°t,8t3 Hz Input,Act"s+1 20-2 •Pretn:um engineeraal Individual 1t Installation: 4M' '. , 2-t pin hB,saut::at =xrr�r t;atr� SCPEl t It8nimllwl $•tir°r+^n v�u—e sm ffiwn o 4 mc6llc wsu pelt m±l in meWS Ke w',h ASt,%LAS-r4-M]3- 1 i L.viMitk re'hi br ter<esent;i`ee of t''" '..`` • p ,?"" �•� " n motion Sensor rpt.ar<atxas�hmxnAc,uR+natamaacena9c+reposers- +. txr,tuarrrvrorr*xmana;r`abm. power ftrttirCCltrCGtiOn(t}.�#9typCat)3nd�ir[ttCCtiCtnagaitlSttSVeIVOItU e,(}t+er,. acrylic lenses deliver IES T li,11!,IV and V *Tool-less entryto w"d T /driver ck Mairtmant e tr5,:wth itsMift,Irrtsr tr A� I r a pn:,,,,� r-,ty,xh„<:,,r a r.t dimming contras temperature,short•chcui,cond lions and lightning(ANSMEEE 62,41 Class A). dlStYthUt.f r1S __;`;,:: •: 3 p"assc,sr.4,r,lcrn*,WY Vtdm (Illip voll-age de,4cc *Universal mounting black works wth 92 drtl -, j :�: cePt�n 4-*-;,s n.,,a MI y4dxavt not lot usQ w4h OPERATING TEMPERATURE--.If)'to 4170(-310 to 104 #') •Lens distributions are field rotatable On R0' pattern(Eee pstde 4 flustration) �. 1 '= i m,r,AI,rcaranj ownirl ?PR receptade ELECTRICAL LJATA Ltlhflh"A1REAd?BCElaT TFti7PERATtfREfACTt7R L1tT DIMENSIONS Incroments)or wThangeabte far tab site J ;`. optl•1 t sort 9xtrtnat ,47" EXPECTED LIFE-thnimllrn 50,000 hours, fine-tuning •Flxhtre ships with-tolled mounting block '`'h � wire rtss sen'rca t , , P. � to accomodates wido range of dri t attems far devices);A win'rnt;rs r r 1 J f� , PHf7Tt)144ETRiCS-Please vir°t our t roti site at try si dt#stri s,cnm for detailed *3000K,4f.WK,or 5000K 0 CRI)CGT ea rr�tro Et p 4' x t : - :i i 0'C 32'F t.t fl I sY epee tunflitss! III pa0g 4 DI171ER+SIf?I1S Illustration for dllnensio7s 6 A51.8L Of rna Si f'•r'A94TE ��'t; _Els F 1.03 �-- pitotoTnetric data. a'-cessory rcmctra 120 62 0.s2 _ control rets'iEred In, g 2t3A G2 0 30 2D'C F F 1.41 6.30" JIF5.90” WARRANTY-Lrn1't°d 5 year vt,rrant- *Zcra ttg3tiyht - P 2d0�� 62 0.2fi 25`C 77`F 1.0)3 •blast arm filter arresssrrxyy or npti0rt avaifnh#e : ' L..___ -tt rr nfs Iutalll,n;yr=411; LISTING-IJt,listed to It<S,anti Ca:tudian safety standards.Sui able for�'lef tncat:ons.For Efectr#cal; far 2-3/8"OD brarkets A .. '' '-' 6 t "� � Ices with molt an de- 277 2 1-03 30'C ilii F 0.99 +Configured w ih 8,1G,or 24 h? ti cu and N a,-1 tect:on ra.dil s eq,ml �2.0 120 1_ts3, _j :a Est of the specific product to this series ttult are DLC listed,please con<n,t the LED g .` --- � 4tY G 104°F 0.97 L-.-.,...,. - to 1,3 X tu,l3na�r.9 Pall 123 n.f,+a ___... .- _ high output IFDs to replav4150,250 and 4OGw Finish: L- trot mt{~g hail t 16 W(2100ei d0 �1�3 4.52 bfF C 122°F 0.94 5.19 Lighting;section of our website or the Design Lights v,etrsite at wvlw,desrrm1ights.org- HID respectively *TGIu Marmoset polyester powder paint - --- G-73 3.58", lielshapplied81n4mlral2.5mIthfcknesd.5 ASL-161 {appxlx.distanre) 277 123 0,45 wat,eia,bolto&,1ermx7erelatia$t,ir+�r,etrtIf-)sura-Prrt:t-•rt •Universal 120-277VAC input voltage, € TB Tnrr;'ntal b'e:t; 1 ;NEaalu;el t 1n a-40'C I31a34`e1 This prolud,or selected verstans of this product,meet fire standards listed betoiv.Please consult faclary ty: 24 tot your spectlic requirements, b0,z6r9Nz Warren t'- K- ?�i Tf3T D.itt Five year limited warranty(for Praire Infer- Ni � I - - 244 1 111 t?-79 •SingictlrneG 2f004trAdive Cttn 7Ft matiru11 vl5rt: tt w nN.ht,__teIlglrtdlxtr ct3 A .: ' " G > J .. .....-......-_. /' `�: r �� s"Order Separately 277 Bi t3.faG __ r/ .. rf?"OnrcCS/w ErrN ttS°t 2 •; a L ASL-fe 14fi Pr,854 ari41 kit vrH=3 twildhtC SlliC l,1 rpt ti »i e t' e fait [3 t » . ' s �_�A *Arnblent ope�ra� tetriperafure-4rT C to 40'C �.......... - " t t a � IISTED tlstiDgs: ASL-24L 1nu€tt'1g qtr 2 3.N Utl a:^s PROJ,ECT�ED LUAIrEN AfAINiTENANCP "I f,tIlion �'�' •Drivers have greater than 90°'14 pnwar *DeslgnLiruhts Consortium(01-C)qualified, a--- ASt"Ar4'9P,tTG•X% Arra ma tel n�i kiC for side of pn`a attartiment r r.,factor and kiss titan 2Q°'a TH 7 ref tsutt DLC webslls frx more details' g_-. RATA^%J{1 Slrgir ratlnd arm tonsil ft s 2 3'f"OD,requires ASL tt"hF p esrory kit icl _ 4 r 9bvjj i� wdasd Ignnnriahts.rxo_QPL ( f 'E t t St4rke­11.11-drTantgu=arsons a „' c 4 t output power over- 1°F II R I SCP-REA14TE Remote contrel to SCPW c;t!�on.0!der at teas!wo V,,t pra;uct to pru=jta'n and � r + i� i ''; ,r P = ,;.,i 3`i P P`P"i t �'� *LED drivers have = J voltage,over-current protection and sint'l •Lisped#a tIL159f3 and C5A 022.24250.0 ® ® t �. _-t.. !�et r+xttxtt 25°Ci 77'°F 1.D0 D.93 D.JO D.Bfi Q.76 >125,ut3n circuitpnitertirin Kith auto recovery 24 for wet locations and 46C artiblent (--' _ CL1S-RPA"1•ACC-XYI ftouril Pole Atlspller'dewles to ci acnP!ar 3-3 Y<""3�;" A m 37l8"-•6" RATA CR-RPA X WII•CR-XR tIGNT OUTPUT•SW5 temperatures , ( .__- , { ) +Field r6placeabty su fill protection device A 8 C D P C WII•F3B-X>€ i"ta b acket.Rr sites uolversaf mou ting l:lack of 41 1 4O"C 1144I•F 0,99 0.94 D.t30 0.81 0.67 >SS,fM10 Lumens Viarts t.rW provides 10KA and 10KV protoctlon INeetirlg •3t;rated for ANSI 5136.31 high vibratim 11,7° 17,26"az.4^- 26.6' 1�_,9.t 4,a" PTL-t PhaSneonlrOt-M1st•lo,, cell tl?-tihrt•Renu res 7PR c,ti-n 14W?et9feirfiSNA1M21,llrO�i!Xr=.L.2t�«nA,t85°C3s,8,hW,i's) la"? 1N 92 AtdSI+ILCE C6rz.41.2 Catego y C#tlgh and appticatiattS 2f37 mm d3a mrs 5Gsr arm G75 rr,> 3a mm 76 mon ilia mm FTL-fl --Pli?-,.-,.gyral-h;lstwlb k Ce11 120 w2T1 R quires 7f'R o ttnn I. Sorge Location Category C3;Autorinaficatly PSC Sttorfinn elle--hM-In -R? N:r,R o�ti:n�_ _ : take;;fixture off-line for protection when device •IP65 optical assembly 8 t . K 1 M ASLSL2LENS �T&ll.II Meares hchrled Tata Trrtl 11FE4 WEs 5.9" 3 6 2 5" 7.d" 2.3 63" Is ccanstlmed A51813t ENS­-_�, T••re Ill,2lenrses tncr;,'rte d EPA •IDA approved 15o m-n el mm 63 mm 18a mm 58 mm 170 mm _ - Pp ,"_. ___...-,.-._„__.._..__ _._,__._.._,_,_,. A-St9tALENS 7ytsQI'd;10riIndlieed ° - ` SHIPPINGINFORAIAT1,011 ASLEL5LENS Typo V2lenses b,IAM ASL8L.2LENS ASL8L31LENS AStDL4LEtIS ASLEL5LENS ` , t t"NfA5ce);%WIMropmewco,eg:CIIE1orV0+ M,we --•I, AStttl 50 ASLtiL T,t}0 LUMINAIRE ElliClEfTIt3G fNFt3FtfltATipld _�!« ,gip �,< - ,IASL-MAFinstafled ASL#iL 1 RC1 1�t30' ASL8L fit �� 1aa' ASLt3L f.24 este. xa+,l'Lc •--��-�4��--��44 z TYRI 0ERF SW,S 2 LED Nll1t [JE GBZ ASL-MAF-Frts2.11r":"40 arras 011161 2 4 051201 74 ASL24l l.dfl CERTIFICATIONSILlSTi11GS ASL-8L 15;6,8) 217,75(527) 15.125I;3RA) 6.9'375IVA) � #111241 3 6 gg prefix Distrihotfan Lipht Source Color Temperature Voltage Color f'* ASL-16L is(A.6) 29(63-5g 15.126(3$.41 fi.93751,7.61 i ASL-tab 24Fln.$) 2s�as.5 is.125t3a.4I E.9375{17.6, - I . e 4ax0 S4".=-1 t wz9t 2 j LF.i1 Ct`t Con!Mi Eke t.SS:'3K; IJF- GE:' Grey Etron - c®.,. __ LET,1+J3ll Pa^k t lSV a Td:War tW`i Me;f C?�K)i Lne=nrsal ®"�'~ WWII lC9t1II111 ACCBS3AC(1 Elf rlranic ORDERING INFORMATION-STOCK CONFIGURATIONS _ %1.r0-CR-3:X%91 ,uunt bra kel _. �_ •+r •f dmigned Tor bui'dl n+g mount " (1:0.277V} ��� w " ACCESSOAYOROERttIGthFORir1 asnrio, ct.-rikns,atl., _ , ..";- ,.:roe;..:.' :a.- .t i. '!, `w' '"",.;. '^', s "• f a Nlitul£. ^°." " ATID11 Aron C nt t,s ' '1 > � u a i';s 1 1�• ,•.. a. f. 1. Y" Ek fp°;: -.-`"��, `"� •• t _ ) r t.' _ -i ,xr `t," - - - 'r. i i - ' �r r• "' - 1,42 _ _ � -u t ASLBSL .big DasCript9oh _._.._. -Rrdar N:nu4«r - " �" r S+F 17it ALL _,.".._ '*,_,� 4 9n` ASLSL 1.66 �- w ASL-161-3 Medium sl7e 1G LED configuration,Dark Fronze Arm Type GI 123 1021Cr1rnh 124ra•277V 40000 11153 91 18(a.16) a tZ'�ir,i.rnnEf,a-'I- Sv:--ti - I , __..._....__ _. - Pd,'" 1, _ i' _,::..i _ 011241 1.11 051241 1.90 ';.d1IIt,CF"n'.f li 5°rG� - ASL-16L-4 Medium size 16 LED confli#uration,Dark Btofint Ant Type IV 123 1 2100MA 121)Va-277V 4tMK 11417 93 18(8.18) " ..-" - ..- ' A5L-MAF A5L-i,1AF IMAM _1,1 i ASL-241-3 Large sl7,o 24 LED centiguration,Dark Sronze Arm Type Ili 181 10210uniA 120V-27'7V 4040K 18344 D1 20{9,07) r L ASL-24L-4 Large size 24 LED configuration,Dirkll=owe Arm _____ 18I #92100rnAl 12t3V-277U 4omr, 16752_ 93 20(9.07) ." •1:1 -' CONFIGURABLE ORDERING INFORMATION NEXT'PAGE ' ` -`� s� 50.+21?15 Hubbell Ouldnor I_i flran *701 PA9itenmum iktulovard*Greenville,SC 2°607*Phone:864-678.1000 Huhtt9li(hddr,9r t Ilihling*701 6;Illonniurn Boulevard•Greenville,SC 295,07*Poore:86,4.15711-1nn0 . Hubtroll Otrldttv:,'r Llghting•701 Millennium Boulevard+GrePu le,SG 29!~'07+Pllone:864.671#-11310€) Protect Plame 1 Flxtttra type t °HU®6LLL pa g ,,®� t, i°`it.AE:IBELR. r r: < n r,A ,� ;m� ,� HtJSE3ELL OueteourcaziJnuedatfortsiakra,rcuaour n r a a 20!5 E? � a t. Dae to our conlirrrel n'otts to Imrm;n our roriucls, rode,t s rrcnt=ens:b e,sub;ec€to 0 o wthout notice Doe,tis nu ccntlnue'i efforts to lrnpr°re air otroo,i,rreirtuo s,ecil,niri m am subj:ct to chin;e w,thmit traNre p products,product specifzcellms are su.,).ct to change without rte e, a. Outdoor Lighting P P " Outdoor ILFghting rr , „» r Outdoor Lighting ,a +^ . . Ca#slag N.. _...._ _-.. ____ _l LSftrynilSiA1C$R;C. I t? faMIaFFL1F11fENt^1LlrktNr.,Allrs !saes2x144•rorrsaeln'ofmtxnvlttottwefrvrnvf;Stt!outrl�r.cca •Pin ed intJA JLStt[n5PEC1 ianittt.LLat,'( .ItiGN7vl:7.RpRlgtlsRcsned tarrxrblsmi,ErnWtauwkL.ItnwwwlsWP„.e.tdEa7rcons .Pr,r.,.9nctS ASLIEBSpEGd/18 E92aiCt9 L.11C1t0Ue1t1GtIt2 ,Arnphtsnesrwr3 Hsa�rektfaemate�aN„67 our wwwsa6t�lraftdoorzattt P.ntr4iUad ASbtfi5PECNdt6 SSS-H SERIES Cal<ft ,”" ` � Di-i td,,r Lighting ORDERING IM"ORMATION Cont, 'ASCE,-OS WIND MAP FLORIDA REGION WIND MAP SPECIFICATIONS ���E anh Type *a� AYPrevals i�ry_-.” .4r. ati' ,��.gp. + _ ":1iy " �t". ;.=r riw Tia SOU 7 '719».- -+t« IMM ^.�$ .� .i ~t`T.*-„; , 's „ '.. > j EE rt v� T2D 11�a DESCRIPTION- SLIARCSTH�IG}fTSTCEL '” ; - 115, .«»:,..:w',o,"„";.-• aa..,:w,«"<;., ,moi; Pfr1 120 30 is Compact wall mount LED accent light. �,71114 ,- SSS-N-14 40-k-%%•xx 10 30 4"41a,d r G,7a° I 9" a'^ID' S F,F'•T,4?" !#" 199"x :'x 3" a`s 7a" n: \ - " '" ' i Suitable for vetrdamptdry loo Bari �- _-. _..._. _._ . .___._ _. _ - 120_.,_,__..._.,• _•. __.._.__._..Vi. insta:tat•ans. APPLICATIONS 4a' �"r w'x s" a5 r r I ' " 135-N-12-k_i_)x_iX 17 3 7 4••wya a t in', 0'- —8"-1G' e r-e`-m),7.' g: ;':�?2, �! "-) 122 t � SSS-H-1A-3a-A6-11l-x{ tQ A3 8- _° 0.12.`." B" 8°•10" sL6.-701, 9° 3'C"x1+,41"x32 3S iM �� 1 w t ®, ..- , * Lttihfin!1 frlstatlation for side and top mounting 1 of luminaires valth effective projected area(EPA)not exceeding fltaxltnlllt, ass-H-tc•an-m•xx-xx 10 ;a� , :m r - -` _ w 1Aa" f - } too MATERIAL- - # 6 k arise 14.2., a" a'-I5° ,i cc 7.r r' a" as~x�1"li3< a5 11R ~ f , .. Standarn eve-alt material is 6051 lur3i,um. allowable loading of the specified ale in its installed eogra ilio location ---- 40_'__ - -. m'm'- - L j t', t g p P 9 p 191919 r,•1a 40.10-xx-xx I8_ __6.5 ._ 4'VIiiin, -0.1:6" µ ,-.,.n tr•tr' Ser 7.070 -�" a=a"x °x t~ as taq r=, r rn r. , tsa HL-901-MarhinedAltlrninum 1 CONSTRUCTION SSS'N•2_OW'IA'ix-xx 26 6I 4"E;nape 0,25~ 9" 8"•ld 5E6`-707" p° 34"x?a°x32 35 147 � "t {` N °- „ " ....._...._ _ '{, ty :y 14+3 ,J,'r,._;,•<. 3, rI, FINISH: } • SttArT:Orle piece straight steel with square cross section Etat sides and mirtimtim 0.238"radius on all comers;fa11n)mOn1 a s N xa ao an xx-xx zs 7.19 a"z�r� 0.126° v" e"•to Ser. Toi a sa"x rr.a' a s tr _ -. .. AA-Anodized satin Aluminum g y:old of 4[x,000 psi(ASTM-A500,Grade R);Longitudinal Yield learn to appear flush isAth shaft side wail;Steel base plate � �,� � s -SS-it AP-Powder Caak Afurninun, 1 f� tea SK-Powder Coat E31acl talth axial bolt circle slots welded flush to„„,,,,fi�e shaft having minimum yield of 36,0 DO s$ ASTM A30 - --- — _ 7 s� ' " 170 Oe S� psi( ) £SS•tl•16.40- •xx-xx 10� d.9 4'srt+.fee: ,fsa" t1- fi1+'_I?" _ 727'-8.`x" tire- 3.•3'x?;2x3 3.3 171 " "€ c Rr ,a? BZ-F4lvvder Gael Bronze o * BASE COVER:Two-piece square,aluminum h iso cover included standard sss:i+-ie -m•xx.xx ,s i fi a" s 1R3° 91" sift-12 7e�'.e,.�a s .3° t o°,aa°xx°j as 119,, �` � _ ' 1 - l t WT-Pcnvrier Coat Wh4c r_-1 _- _ _. _ — -- w p' 1 tuu -a--, '' > ♦ 4 Configurations SSS A-?0.49-83 xt;-%K 20 6, e s;aare ,1^3" 1'" t0'•12` 7.bt'.9.402 13�5' 2'4'19 a3"x ' a.5 2u _ *' v,• - , " POLE CAfr.Pale-befit supplied with rlsrr otlaLlla cOYi r w inn applicable;Tenon Rltd post-top Luso available (. .__- ____,__,._-_. __..-___.'_ .,_. . .__ „ ,,-. -- __.__, ____ 209 _. -r, 1 LED OPTIONS: _ _ _ _ 17 �� ' HAND HOLE;Rectangular 3x5;steel hand hale frar:ic(2.38"x 4,38"opeling};Mounting provisions for grounding lug L''' lid�s•ar•s3•xx-xet a� r c j 4'�Eax ,,ea" 1, to-•tz' T.cr•eae" i6.r0` a+a-xMIN:3' a.5 �T W-.. ,_ f �I I � ' Integral high o+;tpLd 3W LED,warm white -_ -. I } 5S5'N•?S•9*C3'xY,•xlt ^J" 4 4 d"F taP!" 9{g^_ __.��*"_. 1C"-92: -7,r7'-8.4fs' -,t,"" 3 A"%382x3' 3S 3,Jt °c••-1".T :7 � 140 ; 1Rn (3G00K CCI`)stardard,others available. located behind gasketed cover _.�_.., __, ..._._. _ : _ _ _._. "I,:a iso I4, Optics 8 • ANCHOR BOLTS:Four galvanized anchor bolts provided per jr0o vtiitfi mtnimum yield of 55,000 psi(ASTM 11554), asp-11=,s-51 Rt:x%•xx tet N Q 5°r,,'ar� tRr tt to<s -tsx� r.2�"-gar t1.s rx19�"x�' { �.s 11919 c ,.,, _' NF-Narrow)'Flood,241 } irveraN Galvanized hardware with two washers and two nuts per holt for leveling 5;19 lt•1a•5r1T_,1X.x% to 5.s 5"lettere _18_. Ill 1022`,"•13.21' 7.25"•6.37' tl,!.' 1•x Ss"x4"� 4.5 2ka �j kmr,, , ra �,, III _._..-.._— . `t<3+a FL-Flood,3£1 NefAPd 10'-40' FINISH SSS-tl-2D,59 t3'xx 7Cx 2:T s T m. _ ,S:E�„ar, — _tie' I," %^7s„-la err 7.au"�Q sr �rip.,, 1°x ar,x 4, 1 4.19 267 11)r-& 555•x—55.5n-83•Xx-xx "a.; 7.6 5"fAli'm .18(:• ,t• 1"z3•-1325, 72;,'•9.37° 11,511 I'x36"x4• +4.5 327 VOLTAGE: P * Durable thermoset polyester povider coat paint finish with nominal 3-0 mit thickness - � �.-` - I it' _t'�.zs •11 a5- T 219"-.ar t t,a;' 1 ,as,"x d` a s ver HAWAII--105 mph • Florida renirrn wind mats above I5 based upon 3-second 12-12 VAC r3ulp.3t transformer required, r1 W 1 ..._._...814 _ .. .. ...-___...............................' .............. ... . . ___..." _..____,__M}.- "_._,_ _ -.._. S4S-N-30-Sa-6,-xx-xX 3U $.1 S'ge;r:r.; Iprz' o x not inducted For c&truing use rnannf"tic * Poevdel paint prime applied)prep white metal"steel substrate cleaned via mrchart,caf shot blast methal _ _. . ___... ._.___._."__.._..__._..__._... •.-__._.. ., - ..".. .___. ."..._...- , ....�. �. " .._ _,_;T � PUERTO RICO-145 noph gust+Minds and the 2010 Florida Building Code trarsforrr,er.. • Decorative finish coat available in seven standard colors;Ctlstam calors aYri:lt:#1(t:; RAL number preferati!e, tis tl s5•sor•xx•ral 2 T.c s" ,ate ,219" at" fa.2s .131919 7.aa-ua7' tt gin" t`x.s xa' as a:r -�_, MOUNTING: 71 Internal protective coating available Ott-3©-S6C xX-X aU 13-1 G'�)errs 21" Y(` ,O.F°r-t3?5' 7.25 -ta7° 14.b" 1"s 3C."xJ i d.6 5 7 A: _ a Fixture Is equipered with a 3-1/2"wall — - + „ fit ., X U11 plate and{2)tTlLat 1bn{,sr re'v's. 5Ss-8.o!o_e1-%x•%x �2U a-I G-a+:I l@?' 12 11.0'0_13.25' 784':937°� 1225, 1.1f9"x42"'x G' SD - 3201 SS-11.1040-A 2°190 2;0 FS.O 219 174' 2?.r 1,.6 ° 651 N-t0.40A 2FA 2aA 2 a 25.0 21k 704 85.3 139 -M,..,._,,�,._,.._..,...-... ..._._..__ .. .._,.. -.,-...._ .._... ___. .._,___... ._ _ _ 555-N•25.68a1-%x•xx 25 7.G 5"siurc tet.+' 12 1,.012-13?:," t.8:'-931' t7^:'m tt$14`z4," So 4o't SsSHt2-400 2`0 lrn F I9.1 137 180 } 81 as 250 150 71.6 t9£ 16.7 142 12.1 tad ... OPTIONS: Oz 11/1fl, �� SSS-H-34-60-i§4-x%-0 as 9.1 6'aal,rn .IA'A 17' 1for, -1375 7.R, -�37' 1225" I-IWA42"x78° - so 47a SSS-11444n-A 2'11 7•,E IFt t2P, t0? 15.7 1; SSR-H-14.43-A 25 ti 231 I90 157 13,1 109 01.1 1.6 _.._._._ ......_._.._. „._..—____.._...^_.___...... 6sareSf7itlda (431 ;S-N-3S•60-ei-xx-xx 35 9Et7 G'xr,a*__ lea° 12" 1tG ____5" 7._____F' 12.21-R 2tf4"x42'xG' _6.0 "14 Ie10 13.0 t t 79 1t5 4t S5S'N•t&1400 29.; 18.7 11.2 Ila 70.t 62 eT 5A GL-5•Annird,aluminum ___ -_. _._ _ ___..-_ _�__ 555N•ts'4rP-A ic'r 6£S•N k,160-ai.xx'xx k0 922 r,-6:P,a+�. ,$0192 12' 1loo-' 1375 7,a1'•rP 17" 12.2:," 1314"x 422x6:; 5.0 e;r3 ...-.""• .• .. '^' .`•` iI.,-, ......-..,..r GL-7-Straight.alUminLtrl 555'19-411 40.0 15 f, I18 ion 78 59 9.0 2.f. ESS•N•t8 9'1.0 t#i.8 tr•n tt.9 04 7.S 59 4 a i 34 Lenses`Louvers,'ColurFiAers ( 6 SS.S-H-20-Na-A Ill 11§5 t9 r9 d3 99 t3 155-H-20.4±1-A 136 pita 9.2 7.1 53 3,1 21 t,7 LA-1-11-Hexcell Louver(f�la'.k) Wrldlitile S4C-N-'J,9.8A-e;•xx-%x an 9.4 (<'sr.i�?� .?S" 12' 11,00•.1325; -7,13t,-931' 127`x" t•1)4 r,47xe 50 $19 ...,.._,._ A- ....., - .. .._ _ ,-_ SSS-N-?5-40-0 7.3 56 3A 29 08 29 NR SSS-1t-25I3-A T.4 52 49 ?� 11 Rn Nn^ „Nil LA-2-1 -Prsmatic-arts 111" POLE CAP TENON BASE COVER BASECIETAlL Arl[taur Tknrt ;s-It-Asa-c,-xx-xx 319 Inr c's;,rr: 219" 1z" Ti_W,1325- 761 ,,3t' 12-25" 1'4iA xxt. —5n— —71Y _.. _. _ ._ . ...- _ _,_ LA-3-11-Linear spread lens _ .•._-..._.__ ___ �,__ —._.-_ _ _ __ _ _ .IV- _,_,__...._ ._._W _7- _ __. ,._ _,. ..._ ._,..._"_.__. ,� .. .._. p I Hex 815x-4D ;•x%•%% 447 t."r r:"st;.i 25'" tA° ,t.0a°-13.23" T8$`-937" 12.2;;" t-1t-0'x42"xL' S.@ rl:Y _-.,.w._, _-.. _ _ ._.. 5&S I1 r9 k0a 25a ?5.e 23'1 19th 15, 20.8 02 SSS-14114-40 rt 25.2 233 I0.4 1R, 14.4 11.2 94 T.a LA-4-11-Soft fct115 ions(diffused) 1',s,=1s �,..__.- _ ___ ._ T_ Fill Washer _......................._ LA-5-11-Moonlight lens 1331 sits,„ ,, a°1„: <7--,g , RO F Fa-1E,y•�e;';,rin,,tempilten,-Ibzutrdv>h•�'lnateifsfixnrhwtf117,tt!fbhi,llrigi�fl,igvitdrnynnyst:"fair-,wretivirt,m7�ptacas,"*rxokutrr•:Pial'•velotog la&IrnpsirooP�e+ft.•47Mtoorcla:irt„�tKft, SSS-N•f84L9.I1 250 24 i3 ted 154 12.' 97,3 7.2 Sss-11.16.9'-8 21.4 192 156 t..i 404 tt.5 Gla 56 LA-6-11'Blue loris 3 r" I' Base Plate-- \ 851<N-tit 40 6 24oUJ z}n 1[.1 825 9.n 14.2 53 sSS•N•1a as ti 17.2 1194 1a.z 19.7 7.7 6.1 -9.7 3,6 Nixefittire urewrlholdCSforsi'lou irfo'm1`ssorn. i- 1; -i ao§S :x<x,ia•!'„-,, ., aattr'mjr'ttiafi aSS,N-20.40.8 7062 175 132 $at 7.7 11.6 33 383-H-20.49.9 13.9 123 9.5 t3 5S 4.l 2.0 1,9 Note fixture will hold(1)tett-?louver accesscsry, l r°-:6•+ R - 1�1� �= -�JJy :. > °;a„a,•;a-rout P t tat vvaaher .-r, E#II!-EXTRA COB-007-CZ(I- i/f rT1-V!$RATION TIAI&Tf'Eft !/It9 -VIRT#IL TIttC,t DA V4725XX-VIBRATION OA41PER Sss-n-2 as-n Ile tt tt tQ K 5 197 19.7 o T 5ss-N•lR-aa R 7 T c d d s <�h 1 a ttrt ran N'1 i : i+I 11 >saitrt�e�r The Herita e a (� (�' n(� E SAMPLE ORDER SPECIFICATION: zra°; I. ; ,, !{AFJOII(JLIE C[Itll'LIPVG ISTMODE 2NITMODE' 21JDPuODE WS-H--30-aa_Ft a.a 6.c alt- -z.a o.e; a€ rtH_ sss-N=3-.- a2 2+. Nn .-Nn N9 Nn nti__Fi_i D LL, lug � � u L� 0� HL-901-AA-SP-12-61--7-LA-3-11 1 Groutwlthdrlin _ _a _. v__.___ _ -_ _ _.. ._.,._. ._ - __. g :,1r ea,ra-r.a:..,.,1 c-",'r� Optional ” / ','',• .. •FA4irleerh1"of $SS-H-16-"0-0 25ra 26--.0 2 n 2x d, ee:1 Za-l1 ,23 PoSsSH•t8.50.8 25.0 25.0 250 2j�Q 211 21N 18.2 155RATING: >"i.:,= L leveliewradailorl footing by Others 1: -- _ __ JAN 6 2017 Vvetidernp.dtylocation. `3r� ,, . vsti SssHta-S8-6 2Sa '2t,u 2,A x34 164 L-:9 g6 8S5•It•16•t,0•a 25.0 25.0 25.11 2.44 20A ir.e 142 11.61 171., - 2ti4" _ ` .� 4 "- r __ Cutc ogue _ [5aj E I +^� i•t 513-x•28.50'8 25.0 2r.,0 21.3 167 ,32 18<§ 7.2 6SS•tl-2t? .B 2ra.0 25.0 24.4 10 it I03 134 lift 89 ORDERIPIGINFOI?MATION Reftlrencepage 2for avatilableconfigurations �2••E1'sNr•5MTl:r•aif. �± 'E § vTillxsDa-6' SSS-ii ;n.7- Ve 133 9a l;r lig-..2,, sri4_XS-sada` ?1N 1y`; 1190 1,5 89 6', d7- $1 d '``• I I,-°-`'• ", E VWS12-12' 6*rr_ =I. Southold Town '0 ,,PI:' x30-509 t3', 11.3 r.T 49 2a 82 fi>. 8SS-N-3U-to-6 138 III, 82 519 33 t.5 Nr1 N't Planning Board t ua ORDERING EXAMPLE: &SN25.54.G 2S,n 25,0 194 IS 117 17,1 8.d SSS-x•26 0C 015 18.3 1�n It R u<& 6.5 47 a.t Cutchogue, New York p %,.-, ,f.Aj4•-P a rArx;,ra 7t„mxara f VA92$16-16 r Q) Intertelc SSS-H - 5 - 4°0 - AIBIC C - 2 L S2 •• D I3 *- U L ( , vnf2s2n-tea _._ . __ _ _ m_ j� 12•,a NP 1 Tnexda 11: f 8SS-N•�Oao-G 20, I7? 177 33 Rn 160 ?, 5SS-N.3B.5a.8 131 „7 8? aF 33 1.5 111 Town of Southold 0' r P P ^T `i/ i VR12SZ4-24' < MADE IN THE USA • r" r , Q r •a 4 ia, r t' a a,, y Nmlzhrc,t<re4t,xtarl, l 1 r _.__ _, ___ ,_. _ ___fl C °,„, .,,,,.”, ,, �a Field tnstialted Pats Tap c4a np r des fined t raciary ira'.a ted,IAtemaf damper designed Field i41sta91ad,frrtePnat damper destpned to 851 x•2594 8 2-11,. 2fi r3 259 25 a 2n-2 25.0 11,5 S,"S-N-2a 60 N 2a 0 2Sa 0 21.9 tr,0 14 5 41sT 04 - rediae pots tap deltocll-an or away. V1J91 Is to alter pale resonance to rOducr to r,a 10nt n'+er porn res n,r ca 4a reduce movement ___•.... -_- _-..-_ ..__._-,,,..._ ._, _-,••, -_.-_ ___._. _ _ . rt V.p2 P0FrrrlCepage2 Retefvve 1 singleaminurrinl S2 A2 DB Datkoloaza Sys-N•r'r61-8 252 250 239 15.5 It's 181 5' 555-N-25.6;-6 239 249 ISr -173 62„ �6S 45 28 No. Revision Date A vd. o SSS-H Sgr za£1ralgM or once ItSc inL.mr^I Cnatlrn rerptlrEd for oke Steri s 20'and talker with spot rnateriai FttE a eau=.ed 2nd made and materia}tag ve i atrsod h 2nd mode ._.....__. _.___ ____-.-.�__"_-.._._ �-.-......_... -__._.___....-._._.__....-_....._._.._...-._ .--.--_ I..__............_ _ PP •E 111" � S'.epfpe' Ord^rtltgma!P'x or9k rn mahix e2 2bolt3.5 (Hubb.,lrscai p ay lfu by 9 y _ ...-.---....._.__........._.. -- J i^o i I"<uh"1 Dtit 3Cr g p,C18 trig rn2Llx 2 Twit Muses at 180' Fa?Ie tt BL B IA y 1 e feta!EPA oT 1.0 er less. v:t r 1';an. vitxati,n. 855 N-+9 r0 P 21 4 961 F29 5 H 5 7 7n t NR 111-x-84-pa-e 14 9 i2 3 8 4 6 9 7 3 8 x hil Ain GFI 20 Amp GFCI SSS-ft 35-CO_a td o t 1 9 6.9 36 Io b 2 Alva< _&S 143510-11 7.5 56 24 !P AN4 fid: hR Nn 21 Two flrtliros a`a 90' VdN rtBT<t+3 Firretit;:clo and GFI-,Milli UP CMI MPB-AIID POLE BRACKET OP PON 0171rNTATION SSS-N-44 Ge a ell 5,8� 2.2 N11� -?d4 Ai;` Nn =N Ra to b Le F;�t f9;i �tiii NH 141, h+8 (311 oil ", GR Gray lava. }' )' ' 3T Thfee tix11 eS 8t EO` .i}°- Ri t;EPTAC�E&CI7VER S1ua, siw^P<.i,< FaI10w lite Ior�lG ttw eve n older np tacat'an sp c} 19191-N-199-a8-c 2g 3 ami 5 14.8 to 1 f 8 171 1.asS-Ndao Ba-e 1a 9M t7 3 8 A 5 3 a A 4 R kn Nn K3 4 Fa4°rpxaiirrsat90' - PS P1al!I1tlnt5,!yrr Efill' Extrr+tiarA011a zo,>'.$I'N4`"A aptlans.Fara ctxrz6on inctadelt.a:kcatatimtandRare sp 85S•N•a5.6n•C 1&6 13 5 9 6 d,9 a 1 6.8 Pirl 555 N•3 94 T 5 5 R 2 4 t4 art lar Arra rtfl r7 •k `'^ Ord its height(in feet),Ex:,mptn,option C07 shoufd be -..-".<, _," - _ ._.. _._ _ _.._ _. ._ _ TA T6aa t(2.375'O 1) :a. s ,I RD W CO53 .5'Coo:ling, �+ane.•rd n�r<r artsrr4�d a"::sss-N-tri-40-A TA.03-G07-0-15 _155-N'NO as C_ ,0 9 7.9- 37 0 6 I z, ria SSs<N d0 60-G ,.S NH ran _ 1x0 "$at_ ran aft n TA Tlown(Torm 2<875"Ott3 Eptam) n a V%14hanas Aun.Prrrarl4fibZ.LAt, __ ,__ _ _ . ___. _. _ __ _._ Cit? .75'Cc!aprt:i7 ` .M av<cma t"Pew,-. (.5"caupl itt on the bandhofofarm S da Of pole,15 fret up NAMS . .t C6111`1 Ad.ipfw;&,•" '"A. i from the roll,bane)V spacing required trulween option, . MOUNTING ORIENTATION c.—Denotes banrtttott #ocatiaO TC TRnOn .5"4n fit 0201 2"Cr<tl,Hil fifty;,,; 2*$*'"f"" /� * Altoerat9a FPA,to deltp,,Wne tea=pdr k,ad;nd w,1,41t,mok-ri all�mGle FPA try 3n Nti t3 ) FG krestGre n 4as•i.x b , Consult r` 7+ , u .,n.! -1. " a ,_ -ri a,Aatr arcs wti 4 • 1)it tastes Fct S6ra 5'sttE pr.Ie EPA are base,an# ASGf 7-05 Ytnd t,op ar Fha Florida Reg` tVnd 1Aan For Nia?0T6 Florida 6 i!9''ip Code,The Wird Mips era htfer3ed on�1 as a general g,tkle,nd 2 TOWN REVISIONS 1/3/17 AVL 0 12 I 2 2L 3T TR R Icva rra Tarq'I ", rRm Ot IAMB, M'd pat.UnfPrelte a i., • -__rase,...<t 1 s Px tpmrten w'tn Prret rn9 s A=5,rf ctxr a.r heat autYx t cs t;dn?a•rm:nn n,=Imuni vtlyd vrinrtl 1,Austin;and u;i,r:6S tvind onrdoions Tri Tari,snecaf e a placaC.rl Nt' ,-�r-1D I ='� r1 tannrt u>sd(n c � � �.37`a X 4.25} f.0:O�) 8rar2Pt � � � tm-t'*"b"--.7 s ., w.l LtweaRn,!s v -.r, f•-d .t " »...", '_i+•..-..<t-_ArdlSrt,.a:,'t,n.ir,t r Aita'a35id i+E FPA.And 1," fie., ORDER SPECIFICATION: LI L4 GT Paa{1 I,H" 9n• CC Custom Color VM2 2nd mod0 Vit", III , r ska wind r-des P,u i be a re bi or 2tt.m:than f.total rrA for FXtP7res,amus,p d O ti dismu tri he r nt,z d to h pan wtu,nsY Iry ties with Vie apetif er tar run6:e t",dsr; i3+arier< yrtyirtaSaN tlrnn-�%'A'<ess r*.cco�-'` ) A rte'' cOnaKlx•'ascecti3n,I t,tinein�at .alesirithautremr.?'tesara,artz t 1 FEIS SUBMISSION 5/20/16 AVL 9( r 7.01 t�Artq una.iaharlaeil aexessrtea�pates k disrnumged sad st+a-t vtsEi the inane aetu•ar°a tvarraR4y O �_.. ____ ._ ..........._...... .......,. _,_„_ dlldt5 ps'`n C3, ti0n dair;pet `l yr J 4g �`�-:}:s;""..._r,.;.s.r ar;,m ac7.a 4 s tr t f� f i `-, „ , i, Wra9 ffa>t0._,prsP.(i5 C4 rI'As err.ler pttatnd rrxRertcd I tetaE7a139ri�PnI�S mtnPri>gr,on Ata birE3(5uC1s n4 tn1r�go',,and hulw ;?forth Ct rima v'1•tohran mi snr,fideiit Of l+rrpiir f,7rt nS I,,,nd this Qesigned by Checked by > PROJECT. �� LITE, AB Less AnshorFolis 1 A,m.9'S4 xr95'hr0 310''1,;: g' 9Ci!E'al g.r'.14;can"L,11 twat and lfde:zif St'I'dardI; f s_ 01-,1 n aarn4ar' 7 may, /+ ft .a f a ., B P a i 1 r 0 I lChatsworth.r.CA 91°311 t'>IG6.C�:7iJl3ICn7'Vrd�r aliiip"rirat�t�+ Lft tiL i.e4tlti�l t>, i � -}r.-,h 4"19<rk(Iruw=? • �s'ili�lndl•P.Pat�t°:"!°'1r,Iyr{4Jg,itr/n tYp�$.P.a�p'.tl'.7f,�tfa'.1'ti4rB6t bdi�tllea`I�,.a�tsr>li'iirf"'r;Ct$,,I.:iSelpM.}naPnfG irSrft.`5$Pr,r�,t.Indot! i',q Prly!,111,7,'>W,i,�'1{I,,,Ct,kN•�i.1�i621c�'fi rbat�t�`i`:IraT„�1 9714 Ver 6 Ave,AVC', t3 - 4= t' :1A r , < < _, ”", ,r. ,¢,..: r C: - cJ 98F1 P. 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Tel.,(818)341 8091 Fax(818)9 8 1 .w� .-, ac 1 5 este, c r •lNmv.licviti,e.com " t 1r i n ,t n,nf g•Irn,§c°71<":Ped bl itte•t8"na.,Gm,i.upipa:555-N-25.40-A-1.52-TA•Or Fr9rsrne tY "Fuer.! 4ike,Ilu=tk2 e5,Typhams,Lyth 19x,ar fenaa s Wray Oxprs4 p,°>to fly;'H d t.rs5,w:e!ahrs ar arbor dot tmarlat[tty�ts not tr tt�e f r l wi Q vc'rc;ty ra;i irys Web Site http f VIRt 119 m 1dc vtl.at o da agt:t m 2 W-N"ycruoi «aPdny,c,oebodo poA42 faelaanattentaltar63 For more Information about pole vibration and vibralion dampers,pleases onsult t..,,;._,"",E;rl r,::.: .rr',<'„Y ,.,.6;r"4uct,"',,rn,•1,.;1rr: 1r,,. �t'y ,r,t?.f.pf j;,•et_Et'r!,",^ en >; k VM2SX3i 2nd mefiP vlbralion danipt,r -A 3 "II rrsulmdaP1-A">2n"on.t Wit-;,stn EPA of 1e«H:xn 1. Due to our C9ontinued efforts to Ira rove our roducts,product specIfiration5 are sub Pct to Ch umit without notice, Due to our Continued efforts 10 Improve our products,product S CriCications Etre sub PCt to change vdtthout notice. 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N Drawing Number 0 N . lift N i Q) Ll ;_ e :) U rll 0 Sheet o 0 3 3 Q Project Number > • 0 29305.00 11 \\SH8\PR0J\L0NGISLAN0\29305.00 HERITAGE CUTCH0GUE\CA0\LD\PLANSET\500' RADIUS MAP a 7 8 .� r rn ® = o � ® � ® ® Q � � � ® ® moo ® � � c: 0 ® 9. 1 � 17 6. 1 rn ® 2 6 -� 13 CUTCHOGUE SCHOOL DISTRICT 12 AN N O 25 ZONE: R-40 o " O 9. 2 0 RESIDENTIAL LOW • • o O p 11 DENSITY 24 Engineering, Surveying & o S. 2 C� O4 ZONE: R-80 (RESIDENTIAL LOW DENSITY A) ® Landscape Architecture, PC o ' ' ' ' 100 Motor Parkway 10 Suite 135 X 00 29 ZONE• R Hauppauge, NY 11788 U O p f x 631.787.3400 01. 44 DEED ORTH ST.® I® ' ® ' ® "�' I ® I � 19 ( ) , ISN ° ZONE: R-80 1904.80' ACTUAL ■ ® � ■ ■ ® ® - -�-®+� S38°30'50"E H]3 ■ ■ �"" .'""�."� 19 ■ ■ ■ ® ■ N ZONE: LO L7 38 ® ® ■ ■ ■ N ZONE: HB L2 o cn N ■ ■ � ■ ■ ® ■ ■ ■ ZONE. HD 93 o QAw . N Zw 41 W � a °� �� 23. 1 9. 2 ®NT N �� o O U V� O 0 n m717 4. 5 4. 6 0�m �� S37°04'40"E �Q J oC 4. 4 m O Q Q N 269. 77 (ACTUAL) �:w v Q N ® O 273. 68' (DEED) o , _ w O CN 20 U Z o cn 9. 4 • • ZONE: HD HAMLET DENSITY RESIDENTIAL LO N " s N �0 EVERGREEN �, GRIFFIN G ST. N W S37004'44"E o C SUBJECT PARCEL 95.00 Q o SO N ZONE: HB 011 4. 8 > LO® L ® gym � ® � (HAMLET BUSINESS) r S37°13'30"E (DEED) c o 10 2 ° V N L 37°04'30"E (ACTUAL ® ® ® ® ® ® `N CN co 4. 11 4. 10 4. 9 ® E N371330W 400. 00 33. 4 , 221.47 o �. '00 33. 3 , , • • s ZONE: AC ' 0 � " a 0 z® N N O ; O 33. 5 (AGRICULTURAL O ® O O ' STATE OF Legend ® N NEW YORK g CONSERVATION) 500' RADIUS 18. 1 -,-® . . ZONE: -d 3. 3 W ® R 4O ■ ■ E�.'""'"� SUBJECT PROPERTY 0-0- w o ROMAN CATHOLIC CHURCH ''' ® COUNTY OF3 4 0 SUFFOLK (� 03 ,o o ® � OF THE SACRED HEART 1 1 1 1 1 1 1 I I I SECTION LIMIT DEVELOPMENT oI I ® BLOCK LIMIT RIGHTS O ®N ZONE: �' ) `►' V= I I L-_5 ZONE LINE z L iJ _ E ■ ■ ■ mom ■ ■ ® ■ r=_1 ® ■ ■ c ■ ■ ® ■ ■ ■ - - - � e ® N - - , ROW LINE - - ZONE: R-40 2009.2�ACTUA III I BLOCK LINE 36°54'20"W , � IIIIIIIIIIIIIIIIIII111 + , 2009.51 ' (DEED) q.g p SECTION NUMBER SECTION LINE - a O� BLOCK NUMBER 22 24 25 26 27 28 29 30 31 - - ; 23 32 101 , = a Z NE: R-40 SIDENTIA1. LOW DENS Y AA) s ; 3 3 3 4 4 LOT NUMBER + I I I I I I I I I I I � O � n HIGHLAND ROAD 0 = - � - 21 � 21 . 3 - cl� 4(�Q37 z 9 8 7 ECHARGE 6 BASIN 5 4 <!I13 14 z CL TOWN OF _ ` SOUTHOLD 8 <01 ' 19 20 12 100 0 100 200 t:7 ` 1 0 1 REV. OWNER'S LIST 12/29/15 SCALE IN FEET = 6 7 8 9 1 O 7 11 15 No. Revision Date Appvd. I Owner List Designed by DP Drawn by DP Checked by AL CAD checked by CS Approved by KW DIST: 1000 SEC: 101 BLK: 2 LOT: 21.3 DIST: 1000 SEC: 102 BLK: 1 LOT: 4.7 DIST: 1000 SEC: 102 BLK: 1 LOT: 6.1 DIST: 1000 SEC: 102 BLK: 1 LOT: 23.1 ---------------------------- DIST: 1000 SEC:102 BLK: 7 LOT: 7 DIST: 1000 SEC:102 BLK: 8 LOT: 4 DIST: 1000 SEC: 102 BLK: 8 LOT: 10 DIST. 1000 SEC:102 BLK:8 LOT:34 ScaleDate DI BORGHESE CASTELLO LLC JUNG RICHARD G BARBATO MATTHEW J ZAHRA CHARLES J DIST: 1000 SEC:102 BLK: 5 LOT: 9.2 SALICE CHARLES G D°ELIA JOSEPH F MARTILOTTA JACK H DIST: 1000 SEC: 102 BLK: 8 LOT: 20 DIST: 1000 SEC:102 BLK:8 LOT:27 GAMMON SCOTT 1"=100' February 26, 2015 17150 CR 48 JUNG JEAN T BARBATO KERRIE J ZAHRA JEAT T KOEHLER FAM LTD PTNRSHP SALICE THOMAS P D°ELIA CHARLENE E MARTILOTTA ROSEMARY ROMANELLI PAUL LAKE CYNTHIA GAMMON VICTORIA Project Title PO BOX 957 7800 CALLE PINABETE 1142 GLENDON WAY PO BOX 1137 108 ALLEN BLVD. 1940 CROWN LAND LN 160-35 23RD AVENUE PO BOX 214 90 BRIDLE CT 2270 HIGHLAND RD 770 HIGHLAND RD The Heritage 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 (� r J 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 � E l� At Cutchogue 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 JAPd 6 201 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 Sou 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 Planning Boar 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 ATTBOX 871 & 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 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 Reference CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 PO BOX 296 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC: 102 BLK: 1 LOT: 9.2 CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC:102 BLK: 7 LOT: 11 CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC:102 BLK:8 LOT:31 DIST: 1000 SEC: 102 BLK: 1 LOT: 4.5 GRATTAN BARBARA CURRENT USE: ONE FAMILY RESIDENTIAL RAPUANO JULIA TRUST COMMENDER L M 2007 RVC TR ZONING INFORMATION FROM TOWN OF SOUTHOLD BENEDIKTSSON BEN DIST: 1000 SEC: 102 BLK: 1 LOT: 4.11 427 OSTRANDER AVE DIST: 1000 SEC:102 BLK: 5 LOT: 12 1140 CROWN LAND LN DIST: 1000 SEC: 102 BLK: 8 LOT: 8 DIST: 1000 SEC: 102 BLK: 8 LOT: 15 DIST: 1000 SEC: 102 BLK:8 LOT: 24 1370 HIGHLAND RD ZONING MAP DATED NOVEMBER 30, 2004 BENEDIKTSSON DIANE NICHOLSON FRANK E RIVERHEAD, NY 11901 DIST: 1000 SEC: 102 BLK: 1 LOT. 29 MEYER-SYRKIN ELAINE REV TRUST CUTCHOGUE, NY 11935 MANNINO LAWRENCE KRASNER ROBIN CASEY PATRICK J JR CUTCHOGUE, NY 11935 1655 EVERGREEN DR NICHOLSON KAREN CURRENT USE: FIELD CROPS ZAHRA CHARLES PO BOX 391 CURRENT USE: ONE FAMILY RESIDENTIAL MANNINO JENNIFER 1020 BRIDLE LN CASEY LESLIE CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 1250 EVERGREEN DR MAY BE SUBJECT TO PAYMENT 610 PIKE ST CUTCHOGUE, NY 11935 ---------------------------- 2275 HIGHLAND RD CUTCHOGUE, NY 11935 2890 HIGHLAND RD CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 UNDER AGDIST LAW TIL 2020 PO BOX 1137 CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC:102 BLK: 8 LOT: 3 CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 DIST: 1000 SEC: 102 BLK: 8 LOT:32 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 LEBEL DEBRA ROSE'S VINEYARD LLC ATTN: MICHAEL V FLANAGAN ESQ DIST: 1000 SEC: 102 BLK: 1 LOT: 33.4 ----------------------------- CUTCHOGUE, NY 11935 TERRY DANIEL W BRISOTTI MAUREEN HUBSCHMITT WADE CUTCHOGUE, NY 11935 1755 EVERGREEN DR PO BOX 914 DIOCESE OF ROCKVILLE CENTRE ANJO LTD DIST: 1000 SEC:102 BLK: 7 LOT: 6 CURRENT USE: ONE FAMILY RESIDENTIAL TERRY ELISABETH C 210 BRIDLE CT 31 MARTHA ST CURRENT USE: ONE FAMILY RESIDENTIAL R- 1 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 CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: FIELD CROPS PO BOX 9023 8910 SOUNDVIEW AVE LANE SALICE ANNE CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: RESIDENTIAL VACANT LAND DIST: 1000 SEC: 102 BLK:8 LOT: 33 ROCKVILLE CENTRE, NY11571-9023 SOUTHOLD, NY 11971 2120 CROWN LAND LN CURRENT USE: ONE FAMILY RESIDENTIAL SAYRE ROBERT E JR 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 I� QO � O N � a (j --,, Q) co �-^ � —J Ci Ful ^ O k C CLEE A- AV - c_ h(7 ar" La rrr u;u J 2 t O) v J r Z- 03 z o Z) c v �+ aW,moo.' n Q"� a �j 0 vtii e E� c� oo � � z ooa o1 O � o � NQ � � r � .04 O .44 -Cj'K ci ye OOOV N/0/F BARBARA GRATTAN m K a N/01F ROSE WNYARD LLC o u, I 1901.44' (DEED) I:v ° JS10E � e ' ' � , x C=> I - xza190 .80ACUAt842v m e x cc # x x _ x � J$ j x 8EM W ���'�% �x p Y ° - A X�iS c� o N/0/F CHARLES & JEAN cn Q`' ° ° X o o * ---- _� ZAHRA ® Z�c co N§Wu Wu Q 0 l-3FV J � ry e7�. 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PHASE 4 1-� I ,�6 -o \ HAS E 3 1 I �1 ' 31 29 • • E 7 I PHASE 2 .. . ..,_ W O '7- \ • \7/' \/� 33 •_- aE33 32 _� \ �;, / 31 ff � J33 � ...^ .- ...__� a - 71 N36'54'20"W / \ ' /' (D 2009.22' (ACTUAL)CTUA 3 , I S f Phasing Notes: GENERAL CONSTRUCTION PHASING REQUIREMENTS: THE FOLLOWING ITEMS SHALL BE COMPLETED DURING PHASE 2 OF THIS PROJECT: THE FOLLOWING ITEMS SHALL BE COMPLETED DURING PHASE 4 OF THIS PROJECT: THIS PROJECT IS BROKEN UP INTO FOUR PHASES. PRIOR TO EACH PHASE BEGINNING, THE CONTRACTOR SHALL COMPLETE THE FOLLOWING: 1. PERFORM CLEARING AND GRUBBING OF ALL EXISTING VEGETATION WITHIN THE 1, PERFORM CLEARING AND GRUBBING OF ALL EXISTING VEGETATION WITHIN THE • ((� PHASE 2 AREA (APPROXIMATELY 6.7 ACRES). PHASE 4 AREA (APPROXIMATELY 7.9 ACRES). The Heritage a D_EC E a 1. REMOBILIZE EQUIPMENT AS NECESSARY TO PREPARE FOR CONSTRUCTION OF 2. DURING CLEARING OPERATIONS, THE CONTRACTOR SHALL PERFORM ANY 2. DURING CLEARING OPERATIONS, THE CONTRACTOR SHALL PERFORM ANY - ` NEXT PHASE OF WORK. TRANSPLANTING OF EXISTING TREES IF THE WEATHER PERMITS. TRANSPLANTING TRANSPLANTING OF EXISTING TREES IF THE WEATHER PERMITS. TRANSPLANTING .egellCl 2. THE LIMITS OF WORK SHALL BE STAKED OUT IN ACCORDANCE WITH THIS PLAN. OF TREES ON SITE IS TO BE COMPLETED FROM APRIL 1 TO MAY 15 AND OF TREES ON SITE IS TO BE COMPLETED FROM APRIL 1 TO MAY 15 AND Cutchogue JAN Q 6 2017 3. COORDINATE WITH THE PROJECT ENVIRONMENTAL CONSULTANT TO CONDUCT WILD SEPTEMBER 15 TO NOVEMBER 1. SEPTEMBER 15 TO NOVEMBER 1. LIFE SWEEPS WITHIN THE LIMITS OF EACH PHASE PARTICULARLY AS THEY 3. STRIPPING AND STOCKPILING OF TOPSOIL DONE IN ACCORDANCE WITH THE SMP 3. STRIPPING AN[D STOCKPILING OF TOPSOIL DONE IN ACCORDANCE WITH THE SMP PERTAIN TO THE EASTERN BOX TURTLE AND NORTHERN LONG EARED BAT IN AND CAMP. Southold Fown PHASE 1 AND CAMP. CutChO ue, New York Planning Board ORDER TO AVOID DISTURBING THEM DURING HIBERNATION MONTHS. 4. GENERAL EARTHWORK INCLUDING CUT/FILL OPERATIONS, ETC. g 4. COORDINATE ANY PRELIMINARY TESTING, ETC. RELATED TO THE SOIL 5. EXCAVATION FOR BASEMENTS AND COMPLETE CONSTRUCTION OF UNITS 59-76, 4. GENERAL EARTHWORK INCLUDING CUT/FILL OPERATIONS, ETC. 5. EXCAVATION FOR BASEMENTS AND COMPLETE CONSTRUCTION OF UNITS 47-58 Town of Southold C PHASE 2 MANAGEMENT PLAN (SMP), COMMUNITY AIR MONITORING PLAN (CAMP) AND 77, 78, 83-88, 117-122. AND 95-110. Q HEALTH AND SAFETY PLAN (HASP). 6. POTABLE WATER SERVICE CONNECTIONS FOR ALL UNITS WITHIN THIS PHASE. 6. POTABLE WATER SERVICE CONNECTIONS FOR ALL UNITS WITHIN THIS PHASE. 0 5. INSTALL EROSION CONTROL MEASURES IN ACCORDANCE WITH THE APPROVED 7. INSTALLATION OF DRAINAGE SYSTEMS P AND R. 7. INSTALLATION OF DRAINAGE SYSTEMS A, B, PART H, I J, K, M, AND N. No. Revision Date Appvd. PHASE 3 STORMWATER POLLUTION PREVENTION PLAN. 8. INSTALLATION OF SANITARY SYSTEMS ONLY RELATED TO UNITS BEING 8. INSTALLATION OF SANITARY SYSTEMS ONLY RELATED TO UNITS BEING 6 TOWN REVISIONS 1/3/17 AVL � 6. INSTALL TEMPORARY TRAFFIC SIGNAGE AS NECESSARY. CONSTRUCTED IN THIS PHASE. IT IS NOTED THAT IF A PROPOSED SYSTEM IS CONSTRUCTED IN THIS PHASE. IT IS NOTED THAT IF A PROPOSED SYSTEM IS mi SPLIT DUE TO UNITS BEING CONSTRUCTED IN MULTIPLE PHASES, THE LEACHING SPLIT DUE TO UNITS BEING CONSTRUCTED IN MULTIPLE PHASES, THE LEACHING 5 TOWN REQUIRED PLAN MEMO 10/19/16 AVL a- ® PHASE 4 NOTES: 9. POO S LS SHALL BE E INSTALLED WITHIN DURINGTHE THIS IIS PHASE. POOLS SHALL BE INSTALLED DURING THIS PHASE. 4 SCDHS SUB./TOWN FINDING STATEMENT 10/7/16 AVL A. 9. ALL SITE LIGHTING WITHIN THE PHASE AREA. 1. THE CONTRACTOR IS ONLY PERMITTED TO DISTURB LAND WITHIN EACH PHASE 10. ALL PROPOSED WALKWAYS WITHIN PHASE AREA. 10. ALL PROPOSEE) WALKWAYS WITHIN PHASE AREA. o DURING CONSTRUCTION OF THAT PHASE. 11. ALL REQUIRED LANDSCAPING, INCLUDING SEEDING, MULCH, PLANTING, AND 11. ALL REQUIRED LANDSCAPING, INCLUDING SEEDING, MULCH, PLANTING, AND 3 REVISED PHASING PLAN 8/19/16 AVL 0 2. NO CLEARING OF TREES SHALL BE PERMITTED BETWEEN JUNE 1 THROUGH JULY IRRIGATION WITHIN THE RESPECTIVE PHASE AREA. IRRIGATION W17HIN THE RESPECTIVE PHASE AREA. 2 FEIS SUBMISSION 5/20/16 AVL r 31. 12. PAVING OF THE SURFACE COURSE OF PAVEMENT 0 3. THE PHASING LINES SHOWN ON THIS PLAN ARE APPROXIMATE AND MAY VARY THE FOLLOWING ITEMS SHALL BE COMPLETED DURING PHASE 3 OF THIS PROJECT: 13. ALL PAVEMENT MARKINGS AND PERMANENT TRAFFIC SIGNAGE. SLIGHTLY IN THE FIELD DUE TO INSTALLATION OF UTILITIES AND GRADING. 1 DEIS REVISIONS(SMP NOTES) 10/21/15 AVL 1. PERFORM CLEARING AND GRUBBING OF ALL EXISTING VEGETATION WITHIN THE Designed by Checked by 0 THE FOLLOWING ITEMS SHALL BE COMPLETED DURING PHASE 1 OF THIS PROJECT: PHASE 3 AREA (APPROXIMATELY 9.0 ACRES). >1 2. DURING CLEARING OPERATIONS, THE CONTRACTOR SHALL PERFORM ANY ° 1. PERFORM CLEARING AND GRUBBING OF ALL EXISTING VEGETATION WITHIN THE TRANSPLANTING OF EXISTING TREES IF THE WEATHER PERMITS. TRANSPLANTING issued for Date PHASE 1 AREA (APPROXIMATELY 22.3 ACRES). OF TREES ON SITE IS TO BE COMPLETED FROM APRIL 1 TO MAY 15 AND 2. DURING CLEARING OPERATIONS, THE CONTRACTOR SHALL PERFORM ANY SEPTEMBER 15 TO NOVEMBER 1. August G, 2O1S TRANSPLANTING OF EXISTING TREES IF THE WEATHER PERMITS. TRANSPLANTING 3. STRIPPING AND STOCKPILING OF TOPSOIL DONE IN ACCORDANCE WITH THE SMP OF TREES ON SITE IS TO BE COMPLETED FROM APRIL 1 TO MAY 15 AND AND CAMP. SEPTEMBER 15 TO NOVEMBER 1. 4. GENERAL EARTHWORK INCLUDING CUT/FILL OPERATIONS, ETC. Not Approved for Construction 3. STRIPPING AND STOCKPILING OF TOPSOIL DONE IN ACCORDANCE WITH THE SMP 5. EXCAVATION FOR BASEMENTS AND COMPLETE CONSTRUCTION OF UNITS 27-46, AND CAMP. 89-94, 111-116. n 4. GENERAL EARTHWORK INCLUDING CUT/FILL OPERATIONS, SHAPING THE PROPOSED 6. POTABLE WATER SERVICE CONNECTIONS FOR ALL UNITS WITHIN THIS PHASE. 7. INSTALLATION OF DRAINAGE SYSTEMS C AND Q. r • • { • ROADWAY, ETC. 0 5. EXCAVATION FOR BASEMENTS AND COMPLETE CONSTRUCTION OF UNITS 1 -26, 8. INSTALLATION OF SANITARY SYSTEMS ONLY RELATED TO UNITS BEING 79-82, 123, 124. CONSTRUCTED IN THIS PHASE. IT IS NOTED THAT IF A PROPOSED SYSTEM IS 0 6. CONSTRUCTION OF THE COMMUNITY CENTER, TENNIS COURT, POOL AND RELATED SPLIT DUE TO UNITS BEING CONSTRUCTED IN MULTIPLE PHASES, THE LEACHING i z PARKING LOTS. POOLS SHALL BE INSTALLED DURING THIS PHASE. Q 7. INSTALLATION OF THE PROPOSED WATER MAIN AND BACKFLOW PREVENTION 9. ALL SITE LIGHTING WITHIN THE PHASE AREA. Q SYSTEM AND HYDRANTS, INCLUDING TAPS AND STUB OUTS FOR ALL UNITS TO BE 10. ALL PROPOSED WALKWAYS WITHIN PHASE AREA. :5 BROUGHT TO THE EDGE OF THE PROPOSED RIGHT OF WAYS. ALL STUB-OUTS 11. ALL REQUIRED LANDSCAPING, INCLUDING SEEDING, MULCH, PLANTING, AND tL SHALL INCLUDE A VALVE FOR FUTURE CONNECTION. SERVICE LINES FOR ALL IRRIGATION WITHIN THE RESPECTIVE PHASE AREA. UNITS WITHIN THIS PHASE ARE TO BE CONNECTED TO THEIR RESPECTIVE UNITS. Q 8. INSTALLATION OF DRAINAGE SYSTEMS D, E, F, G, PART H, L, 0, AND S. "' 9. INSTALLATION OF ALL DRAINAGE PIPING, MANHOLES AND CATCH BASINS WITHIN 00 Drawing Number THE PROPOSED ROAD WAY. DRAINAGE LOCATED WITHIN THE ROADWAY AND ARE CONNECTED TO A DRAINAGE SYSTEM TO BE CONSTRUCTED IN ANOTHER PHASE 0 SHALL BE CAPPED AND CONNECTED IN THE FUTURE. FP tV 10. INSTALLATION OF SANITARY SYSTEMS ONLY RELATED TO UNITS BEING 0 80 0 80 160 CONSTRUCTED IN THIS PHASE. IT IS NOTED THAT IF A PROPOSED SYSTEM IS ;;���' �'3ti�s; � H I oT SPLIT DUE TO UNITS BEING CONSTRUCTED IN MULTIPLE PHASES, THE LEACHING ij �p y o POOLS SHALL BE INSTALLED DURING THIS PHASE. 4 SCALE IN FEET 11. COMPACTION OF ROAD SUBGRADE AND PLACEMENT OF PROPOSED BASE COURSE. NOTE: Ar 12. PAVING OF THE PROPOSED BINDER COURSE. CONTRACTOR SHALL REFER TO PHASING REPORT PREPARED BY VHB FOR ADDITIONAL 13. ALL STREET LIGHTING AND SITE LIGHTING WITHIN THE PHASE AREA. INFORMATION RELATED TO PHASING SEQUENCING. CONTRACTOR SHALL PROVIDE A Sheet of 14. ALL PROPOSED WALKWAYS WITHIN PHASE AREA. CONSTRUCTION SCHEDULE FOR APPROVAL BY ENGINEER PRIOR TO EACH PHASE OF WORK. 15. ALL REQUIRED LANDSCAPING, INCLUDING SEEDING, MULCH, PLANTING, ANDCn r �, C IRRIGATION WITHIN THE RESPECTIVE PHASE AREA. N,.p _0 16. CONSTRUCTION OF ENTRY BOOTH, AND ENTRY SIGNAGE. V9 O_511a �♦��. 17. CONSTRUCTION OF ALL OFF SITE WORK AT INTERSECTION OF SCHOOLHOUSE AND "�oFFSStOt�P GRIFFING. --- "' Project Number 29305.00 II P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_Tree Survey Overlay.dwg EXISTING TREE INVENTORY SCHEDULE o V ! t 1, TAG P SPECIES CALIPER TAG# SPECIES CALIPER TAG 9 S7ECIES CALIPER � 0301 B 7p1 161 6 711 320 P 6" 472 tyl 16" 624 C 12" 7762 C 91t .. . 002 C 181` 162 8 7" 321 1 7°' 473 M 1218 625 C 12" 777 C B" t a.,,. �. ..., .. 003 J 6" 163 P 18" 322 1 GAt 474 C 12" 626 C 11" 778 L 8" _ ...•# .4d�Y•�•Wi®t yyyw yew +w1Y • /w Y wwW wn4 ,_._."_,._ ............. 01074 F3 " 164 1«w* 8" 323 P 7" 475 1,141 7'° 627 C 13"' ?79 C 8" - *791 *7® 005 L 7" 165 1 8 Li'" 324 0W 13" 476 C 6" 628 C 8" 7$01 L CS" 0+96 L $,l !160 A fill P325 EkY �aE .k s'477 C 7" 629 k1 ry`g" 74�k1 [ g`�.7'E 2 ; x.:. .. 6 007 €1 9" 167 W 9' 326 C 7" 478 C 7' 630 M 16" 783. 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L 103" £83 L 7" 117 B 8" 276 C 7' 428 J EE' 580 C 15" 732 L E" 884 C 7` - 10 �; • 7'E 118 J 1011 277 1 143` 429 J 03 ` 581 C 13" 733 L 9" 885 L •0341 2'78 0 91' 4'303 J 6" 582 C 8kk 7`34 L 1011" 886 'C 7" The Heritage a l 119 % 251,004,1 3 1203 C1 11" 279 09 9° 431 J 7" 583 L 7" 735 L 9' 887 C 7,f ,_ 4, k, JAN D 6 2017 121 J E.E' 280 07 8' 432 1 8" 554 C 7" 7362 L 6" 888 C Iz" •022, Cutchogue 122 ! 6„ 2Lt1 t9 ° 433 1 G so!; C a 737 L 14 885 C 5 282 t3 1071' 434 J fa" 586 til 7" 7'36 C #" 89tt L 1�,'° Southold Town 117 6 123 J 14" Planning Board — - 124 C 5„ 283 0� 1 1011` 435 1' 6" 587 1 39Y1 739 L 111' 891 C 7" Cutchogue, New York ' 284 o 1fl" 436 1 7" 588 L 7" 740 L 101, 892 C 9" - 125 C s" Town of Southold • : ' ' a C.: b C� ' 285 RE1 : '' 1637 J E" 589 C 7" 741 L 103" 893 t, 14" 126 13 120 280 0 12" 438 J 6lT 590 L 13" 742 L 8i1 894 L 13" No. Revision Date Appvd. 11 287 C7 11" 439 1 8"' 591 L 13" 743 L 1l" 895 L 23" w 128 1 11 288 P S1. 440 J f" 592 Aa'1 13"1 744 L 94, 896 L I(,*' , b t i t #E 1'pi d' _"_... ..._ 289 C 441 1 6" 593 L 13" 2.451 L 12" 897 1. 16" a 2 130 L 6!, 2903 B 7" 442 J 11" 594 L 7" 746 L 7" 598 L 16" w183 131 C 6" *053 291 C 1 81" 443 C 7" :595 L 9" 747 L 10" 899 L 16i1 132 1 7-t 1„-,� �»» cc ��++ ((``� 133 1 Ell 292 1 $ E' 444 1 k, . �4 TREE SPECIES+J L E G E N V 6 596 4 2 748 L 9 900 L 16 134 J 7 23 1 1 6,. 445 1 6” X97 C 12" 749 L 11E' 301 t 13'° 2 TOWN REVISIONS 1/3/17 AVL 294 Ni 11' 446 01 7 ' 598 C 7' 7'50 L ? 902 5 30 ' > FEIS Submission 5/20/16 AVL ` SYMBOL BOTANICAL NAME CC7td MON NAME � _ �..� PROPERTY LINE 136 C 711 295 1`0 8" 447 M 7" 599 I 8" '751 c 9" 903 Ni 7kk . 13� J �'" Designed by Checked by `�1� 1iI K1mJ. _ _ _. ., .._... Ap r l ,. �3a c 14 " s r I 7" s c 1°d a L '' s L 7" 4 NJ r,M A PopuiIiustr,—: , ``LiIoi"_IL:S =r��a�1°eftI'bF;�n sit 7' 449 0 7" 60)1 L 7' 753 L 7' 905 L 160 3` EXISTING TREE 138 1 Issued for Date 1001 3.�. I 298 M 7 45U 0 8 6012 L 7 754 L ?3 906 L 11 !_ TREE IDENTIFICATION NUMBER 13 J Aril 26 2016 299 1 6 451 0 1?°` 5013 L 11°` 7.55 L 11" 901? L 13" p , t,-f, FQqus ar�tnd ff9l '� dAa-1`1CI'Can Ef'0--h 14'0 C 103" 452 0 11 604 C 1441756 L 7 9038 hv1 103" . _ SHEET 2 300 J " kf 1 � r,.,r, �°�`�1'€tlCa P'��-� ���';'y MATCH L1I`"IE 141 J 7" 3031 J 6" 453 19 84" 605 L 11" 757 L 91" 9p'9 kill " I Juni ^.;,� wnini€orin Fostp r-i Red �'eda; SHEET 1 142 J 8" 143 >, Ell 3012 J 7'" 454 C3 19" 606 L 1A" 758 1 14" 9108 C 12" Not Approved for Construction 1 i Lq I"�,{rOU;,lClya, Dscudo aceao a 1;,(lack Locust s , 303 1 r" 455 0 11" 607 L 14'" - 759 L 11" •i 7 1 'S ACCI a�§".J . '4 b .,' 1"FY � d 11 -1 " " 9 • . f 1 ALL TREES TAGGED WITH ORANGE LOCKING 145 c 304 456 ' 12 608 C 10 7611 C • 1 3 3035 1 € 457 07 7 609 L 7 761 L 13' 197 `' �rCUS Oak TAGS IN FIELD. TAG NUMBER AS SHOWN CON 1+46 P 1341 306 J E 458 0 7 6101 L 1S '762" C 11 a I IF it i! 11 . P Pilt!Js sc . Pirl EXISTING TREE INVENTORY SCHEDULE. 147 �+ 7" 307 1 c," 450 c 10111 611 C 11°' 763 L 103" ® � "'Jotagusoc-4dentali4 t.<rt� is ra;,--,ornor 148 C E" .1 149 71' 30)8 1 8" 460 c 15" 612 C Ca" 764 L 11" y"� * ALL TAG NUMBERS BEGIN WITH 0011, 150 c 7" 309 P 7" 461 0 23" 613 L 12" 765 1 alb .1 � . ;05 151 C $" 3107 1 101, 462 0 7" 614 1 16a1 7661 L 9" 152 J 611 311 C 8" 463 0 9" 615 L 11" 767 L 16" - B 15,1 312 1 91, 121E 711 B,1 __... ,., ........._........_ ............. KIe }�'/} Fb 101, 81, 101, 153 1 4D'i l7 SV 616 C �! 7613 L I - 313 J 465 0 617 L 769 I 1!54 B 2181 L Drawing Number f... < Ir it I! k! 1 1 314 P 7 466 tV` 101 618 L 14 770 L 13 155 B 315 P 9" 467 N 1 ,k 1t3' 615 C 7 771 C 5` !!! I 156 B B!t AM 31S 1 9" 468 PV 9" 620 C 1{3" 772 C 711 157 C 8 ,1 317 P 6" 469 C 11"' 6121 C ?'° 773 L 7" 158 C 101318 7" 470 W, 711 622 C 17" 774 L 8'` r� TS I 319 P 9" 471 hl 7"' 523 C 8" 775 L 1{1" o� ._.. ! 160 J 7" Sheet of Note: + y; 1 2 40 0 40 80 THIS PLAN REFERENCES AN EXISTING TREE INVENTORY PLAN PREPARED BY: MARSHALL PAETZEL LANDSCAPE ARCHITECTURE O 8595 COX LANE — SUITE 7 .o C�o�l ` SCALE IN FEET CUTCHOGUE, NY 11935 �F �F.., ,,���, Project Number DATED: 3/4/16 �---�. 29305.00 11 II P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_Tree Survey Overlay.dwg O V L11 ILL! 71 t f E �F �F ...-...._.."..--. .,....... _.,,,..... gyp, .�.. _ s. 25 ; ♦ d; •a Engineering, Surveying & 144 Landscape Architecture, PC 100 Motor Parkway 241' #2 ♦14,u 3 a. . t 1 Suite 135 ♦246 Hauppauge, NY 11788 .at :",tl a2 631.787.3400 ,r 2 I 0 (LA +e(c •' f ..,. i #E1;A� t �xY •275 { t ., ` • •4A g t ' f £ v " E; t «ptl ri saf+� ♦.d ,a «?;A.x .`�trx ♦2.29 ♦ J •tri' :c , rwtsrh s228 ♦;13 6 « #3% a 3 Y *41 '41 221- 237 , g R , t •t a f, « ` The Heritage a E C C D C ., .�; g J Cutchogue JAN 2017 SOuth6ld Town Cutchogue, New York Planning Poard inn ,--- Town of Southold C8� H No. Revision Date Appvd. +F A - ...... ' r s Al'i f € £ , S 00 ,9t ,..,.. .._, 42P— __.. ,.....0 ,.,.. ._. .A 3 -303 00 4 N fad ♦t'µ� *' # ,: � +L27 +40� #*pit' £ �. 3 0 •;�� •29 OSI" ♦. fsyr"j? J' «ryX • 71e ` AVL a o 9 1E ' 2 2 TOWN REVISION 1/3/17 .. N ,_-. ♦�v.1 W o0 1 FEIS Submission 5/20/16 AVL O i. Designed by Checked by « win «,, / ?'>.'. •? Issued for Date s?^? ,'~ `,� �. �. �� ; ` •° r.= • ^7®r « April 26, 2016 aa) s,It, •. C4 # ♦w t n s t. .. i ys«z�s «€c v •]�? ♦ • � 5' 32 +rM a,� ,> Not Approved for Construction ♦rFEil «.}I 33 1 1,79 gLr « ♦ i +49 f •XfId ♦�14 7 06 -175 O 90 «�73 JSJ #714 512 05 r7 , ♦ 3 ¢3 « 7. «JdL ad2 ' f7 C/) -7 334? i t LU ww�wni:�__♦. =.W..�«..... ...�.n... +t+— _ ..,_ .. wwwa�.s....•R•••••> .�x.ts *.Rx.. ..r..�+«_. r.. ..®., ;..fir," a®..._w.r. �...+. w.....r..w#rr..rrs ."!r.1 .»way..,r..t.. _�..._ � �. --. a_ ._ ._ 'J .73 I 3 L E G E N D Drawing Number o i ALL TREES TAGGED WITH ORANGE LOCKING _.... TAGS IN FIELD. TACE NUNABER, AS SHOWN ON —'" PRC71'ERTY LtNE t1� Aim N N I ISTING TREE INVENTO Y SCHEDULE. EXIST N� T F —_ �.,`YOF ����r r ALL T,� NUMBERS BEGIN l 5 vtS(7 0011, TS 2 � ¢ s���C �tE adv° i�i�bl /[� o �S �a T H� T tri i 1^� LIN— ! 1 Sheet of SEE SHEET L-I FOR TREE INVE:'�TOR�' SCHEDULE, 0 40 0 40 80 `•.:�. �tnj'' UJ 0,9 SCALE IN FEET mQ ,,, �C54Ojv� Project Number 29305.00 li \\vhb\proj\Long1sland\29305.00 Heritage Cutchogue\ccd\ld\Plonset\29305.00-TRP.dwg E 0 U : - __"__'___'-.,-,___ __ a � .1 - .0 � , I ., , .. ".'_;_ i lif,W1 , I i "" I - ' '�!_%:-/''.�------_ __1_-""'._-__._ -------- ", - ;/�7 ["., ... _k i��"") " "_�' f-I, "',"; " " �' ' ' . -1 7 __�' " - = I, - ,,, %; -� C'r 9 t�- ­_­_' , � . ­­_ -"-,, _ � </f I , )_" -, � ?1:�' I , i " I : �"' ; -,.---,-- ­­ ­ I - -- _­__­ > I : i �,,,, i . . I 11 s C"- : "-�--;�,,f s� - " ......- I � � -..... ........ 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Tag No. DBH / Ht. ± Common Name Latitude Longitude Photo No. . : i � : : ; i Juniperus virginana - Easter : : ! 5596 0000801 ; 6' / 14' ± i n Redcedor : 41' 0'57.1 A . 72'29'37.40*W ; : : i : ; i : : i - : .......­­.:..............I-.....,..._'.__...­­_.­.................................-.1......I......................._.......................I.......­­­. . ................ .. . ­­­­­...­­....................�................­....................................�.........................................�............................�.............................................. . ....... ­..... .� ­­­...... . . ..­_.........­..................� ­.............................. : : . i I i : : . : : t � : : 0000802 : 4' / 10' ± z Juniperus Virginana - Eastern Redcedar I 41' 0'54.00"N 7 72*29'37.89"W : 5597 : : ! . : : i : . : i . : -.-,- --­­___­-�---------------- ----------­--­- ______­­___�_ �_______ ------------- i : i i : : : : ; : i i Juniperus virginana - Eastern Redcedar : 41' 0'52.17"N i 72'29'37.37"W 5598 0000803 : 4- / 1 O' ± . z : i � : : . : - ! ­­­­...� ­­ . .. .��­_�.......I...................­­... ....­...­­ ...........�..................�I I- ...­.....I.........- - - ­. .....................�................:......._.....___................................I..............................1...........�............... -......_......'...1-'....­ "....I—— . . . .......... -------l"­­"­'I : I ­.....**.....***.... ..... : z � : z : : � 41* 0'52.35"N : � ; : 0000804 1 4" / 1 0! ± �: Juniperus virginano - Eastern Redcedar i : 72*29'37.45"W 5599 : i : : � : i i : : -1...................................................:.__....___'.____.­....�.....�........................................ ,­...". ­­­­__.................................................................. I...................................._­___­!­.................................­­­.............­­............�.......�......��...­­­­� ­­....................�...­� ­­..........................�....�.......... : ! --*-"'-*....* ... i L i i : i : : : 0000805 T Juniperus virginano - Eastern Redcedar : 41' 0'52.35"N i 72*29'37.45"W 5600 4' / 1 O' ± : : : : : : : � : : ---,-------------------____ _­______* __ ­­­--------­_-_­_._____..____"­­______.-,--.--­­__-,­_____ ____ ___'_______-__-------- : : . � i : : ; : ; z : : 5601 0000806 i 3- / 1 O' ± Juniperus virginana - Eastern Redcedor : 41' 0'51.92"N z 72'29'36.16"W . : : i � : : I : _______________'___'_'______________ I -------- -----------__ - : � . . : i : i : : i : i ! 5602 0000807 � 3- / 1 O' ± Juniperus virginana - Eastern Redcedor i 41' 0'51.72"N 72*29'35.89"W : : : : i i i i i .­....­­ ___... :........................................__.....____........................�.....�..............- ........"_...'... ..... . ......... .... ; .. ............____.............._ - .......................I_.....................................................................................__- t - - -- ----.....- ­ ......­­ ­ '** '****' . r : i : ! : : : � : z 0000808 1 4- / 12' ± . Juniperus Virginana - Eastern Redce 41' 0'50.34"N : 72'29'35.14*W ! 5603 i : i i i i . . : ­.....­........................ '­­­**'­*.....................' ' "**"*'­***'**­...*......* . '' ' ***" " ' ***­"­.............11..............� ......t.. ........................................ --'*­­.................................:..............................................­'."'.."... '­...............­ � ­­­­­........................I.............................. : ; : : : i : . i i : : . 0000809 z 3' / 12' ± : Juniperus Virginana - Eastern Redcedar ; 41' 0'50.30"N : 72*29'34.92"W : 5604 7 i : I i : , : __- ___"___________ - I------�­___.__.__­­_-, _______�____________________ _____�_______-- --__-__ - i i . s 0000810 : : i i t t : . : i i i 4 5605 : 3' / 1 O' ± ! Juniperus virginana - Eastern Redcedor : 41' 0'49.66"N ; 72'29'33.25"W : : : i : i . : ........­.......:..............................­­............................................................. .....I.... ......­...........-1...-1­...... -11.11.. ­­­­...... ... .............................i...........................................................................................................................�..............�...............:.........................I.......­............ . : t ........... -- . .....*...*'*"***'*......- i z : ; i ; 4 : : 72*29'32.67"W i i i : i r : ; 5606 0000811 3' / 10' ± Juniperus Virginana - Eastern Redcedar : 41' 0'49.26"N : i . i i : ! : ­ .....­­­­­.......�...�........... ­­­......�...�............................­­­­­...�..........�...................�.....................I—-........­­­��­................................ ...... ­��­­_��......�.....�..... . .............I....................I..........................�...............................................­­...................................­.............:_­­.......­...­...�.................................................I . �­­ ­ ­ : i : : i : : . 5607 0000812 : 3' / 1 O' ± � Juniperus virginana - Eastern Redcedor : 41' 0'49.21"N : 72*29'32.95"w : : � ; i t . : ; i _______­_____ ____ __ _____ � � __- _....______.............-, . '_­­__.__.._.___..__ 1-��----.--------.,---�-------.------- __ � ___- ___________- __ - ! I . . : : : I � : t . : 5608 0000813 : 3- / 10' ± : Juniperus virginano - Eastern Redcedar : 41' 0'49.49"N : 72*29'33.39"W : s : 7 t z : t .____ ______ , ��--"��,--�"-"-�-,-�,-,---------- : . --�-------------�- ----- -----------�------- Notes --'---- ____� : : : : : : : . : . 0000814 3' / 1 O' ± : Juniperus virginano - Eastern Redcedar t 41* 0'49.29"N : 72*29'33.52"W 5609 : : ; : : : : ; ; : ­­.....�............... _....­....­..........i __­­­�­ �­­­­­..­... .....I....­­I� ­......­.­­­........�......­....­­­­­...�............ ...­­............................I......I................;.. . ..............................�.....­......... ­..........-­...­­... . . ­­­­­.... ... ­! , ­ ,, ,,***,****,**********,*"**........ TING WITH THE TOWN OF SOUTHOLD TOWN ATTORNEY, PLANNING STAFF, AND i : i i I i i 1. AS PER THE 11/30/2016 MEE z i : : i I : ; : 0000815 i 3' / 1 O' ± : Juniperus virginano - Eastern Redcedar : 41* 0'48.90"N T 72'29'32.94"W 5610 � : � 7 : PLANNING CHAIRMAN, APPLICANT WAS INSTRUCTED TO IDENTIFY APPROXIMATELY 30 - 40 EXISTING TREES i : t : ; : � ..............................t - -"'.-"-'""­.....­­..--- ........ . .­­. ­.. ­­­­­....�...­­........... .­­­...�...........................­­­­­...�.......�...................:.....................................................�.........I.......___................................-...-,.......I........................ . _­­t�...�................................. � � ­­­­......11 , �, .....�....�..............­ ....­­­....�.............. : . i t : . TION) FROM WITHIN THE LIMITS OF WORK TO INSIDE THE 50 FOOT i : : 0000816 ! : (DURING CONSTRUC 3- / 10' ± Juniperus virginana - Eastern Redcedar : 41' 0'48.88"N ; 72*29'32.81"W ; 5611 TO BE RELOCATED ! : i -"_ ,-- _'_-------- _ : ________:_'_____'_'_______ __ ,-------- 7___ i ________ NATURAL BUFFER. The Heritage at r 4 : : : : ! : : i : 0000817 I 2' / 9' ± : Juniperus virginana - Eastern Redcedar 1: 41* 0'48.38"N : 72*29'32.70"W 5612 i : ! ; : : : : . , .................................................­­.".............�..........I.....................................­­........................I - - ­......................I........�......­­­­­... .. - " _.......�:__-_.....__..........................�.........I._......._.....­­....i.--.....�.....................­........�....­­.­.­­­..... . ��­­­ ­­­­­ . .. '****'** 2. A SITE VISIT WAS CONDUCTED ON 12/21/2016 IN WHICH THE OWNER IDENTIFIED 50 TREES AS i i : . . z : . � : : : : z : : 0000818 : 3- / 9' ± : Juniperus virginano - Eastern Redcedar : 41' 0'47.90"N : 72*29'31.60"W : 5613 Cutc ogue : : : i CANDIDATES FOR RELOCATION. ! i : : ......................................­.....................�......... - - -- ................� .. ..'....... .......�..........................................­�.........................................._­­..............��.............................I.....I........................................ �­­­­­....­ - """'.""' __-.. '� ... ..........................----------- -- ---------... t i : : i . : : : : : 4: 41' 0'48.26"N i 72'29'31.74"W : : z : 0000819 : 3' / 9' ± : Juniperus Virginano - Eastern Redcedar 5614 : : i z : : ; 3. THIS PLAN INDICATES 50 TREES THAT ARE SUITABLE CANDIDATES FOR RELOCATION WITHIN THE LIMITS OF : .------�-------------�-------.-.----.---..---- � ­...............­-­,-­­---------­- __ _________ ___ --I----------------------� . t ; Cutchogue, New York : i � ; t i . i 5615 WORK IN COMPLIANCE WITH THE PLANNING BOARD'S REQUEST TO RELOCATE TREES INSIDE THE 50 FOOT 0000820 : 4- / 12' ± 4 Juniperus virginana - Eastern Redcedar � 41* 0'48.53"N i 72'29'31.96"W ! 0 t : � i ; i 0 _ � : __._______________7__ ; i - - NATURAL BUFFER. : : : i Town of Southold t z . : : : : i ; i 1 0000841 : 4- / 12' ± i Juniperus virginana - Eastern Redcedar . 41* 0'48.20"N 72'29'31.19"W : 5616 0 ; : : i z . . i C) : i . ............................................................................................................................................... : I. . ............­­­­­I.. � ­­­......................................................1......................................................................................... 1 , ,"-"-*-­­...*........ . . ................T...........�......".­.....�....�..........�.....­........­.............................. 4. EACH TREE IDENTIFIED ON THIS PLAN WAS FLAGGED (PINK AND/OR ORANGE RIBBON), TAGGED WITH A : ; : : : : No. Revision Date Appvd. i : ! : : - cf� 0000842 : : z 561 7 SEQUENTIALLY NUMBERED RED LOCKING PLASTIC TAG WITH THE TEXT -VHB, INC- AND A 7-DIGIT NUMBER; : 4' / 12' ± : Juniperus virginana - Eastern Redcedar 1 41* 0'48.30"N : 72*29'31.71"W : t z : : z i : z 0 ­..........................I.......­... .....­­­....­.....­...�.............. .......­.. ­_......_....'__.......11............I......................................__.'.­.___._.....................__..._'._­..........................t...................................­­­­........�.......­­­.....................:.'�... � ­...­­­­........�.............. . . ­­­­.............................................................................­­......... i i I r : i : U) t : AND PHOTOGRAPHED. t : : i i . i � i � 0000843 t 4' / 12' ± . Juniperus virginana - Eastern Redcedar 1 41' 0*47.60"N 72*29'30.50"W . 5618 . : : � U : i . . : : . > ­­­ ­­­ -----------I i­----­_­___.__._____­_____------------- ___ -------- - ­- �__ ------:---,-----------.---- ____4___________ I I . i : ! . 5. PHOTOS OF THE TREES TO BE RELOCATED WILL BE GIVEN TO THE CONTRACTOR PRIOR TO CONSTRUCTION : : 0000844 1 3' / 12' ± ; Juniperus virginana - Eastern Redcedar : 41* 0'46.83"N : 72'29'29.62"W i 5619 :5 q i i i : : ; () �.. ...... ­ ­.....................i ................................... --..­­......?....................................................­­................................................�....�........................... . �­­­­­.­­­__........ :.­" ­.............................................._.__..._..__­._......-i.............................................................................................. AND CAN BE AVAILABLE UPON REQUEST. . .............; : I . i i : : : � i i ; : : i 5620 0000845 : 4" / 12' ± ; Juniperus virginana - Eastern Redcedor : 41' 0-46.10"N 72'29'29.27"W i N ! � : : i * : i i ro .....I.............�..........­.......................................-­.................................................­­­­......;__...____-_........................................... .. ..... ..... : ................ . ..........................I..............�....................�..................................................�......-__._...._..:......I....I.......I.....�......�...­­­­........­­­­­­­........­­I 6. FINAL LOCATIONS OF EXISTING TREES TO BE RELOCATED SHALL BE DETERMINED IN FIELD, BY THE I : i , i : ! ! : : . : r�i 0000846 1 4- / 12' ± : Juniperus virginana - Eastern Redcedar � 41' 0'46.13"N ; 72*29'25.01"W : 5621 OWNER'S ENGINEER, AND BASED ON FIELD VISIBILITY (GAPS) TO ACHIEVE A SCREENED VIEW (GAP Ln : i : : : : : : . : I -___ ______- ­_.__.__­­­_­... . _____.____t­-------___4---.........-,.,.,I-I--1 --__.. _-__.____"____._______ ________________­ � . t . t : . � : CLOSURE) ALONG PROPERTY LINE. : i i i : : . i 6� 0000847 : 3' / 12' ± : Juniperus Virginana - Eastern Redcedar : 41* 0'47.52"N i 72'29'26.38"W i 5622 : ! : z : � ! , __':--.-.--___________.__ __-_ . ...._...'._'_'- --��,---,-----,�-�-�-,�-�-,-,----,-- __'____'_____ : I : : . : : ! 7. RELOCATION OF EXISTING TREES SHALL TAKE PLACE DURING A TIME IN WHICH WILL SUPPORT �__ : : i i 5623 0 0000849 : 4- / 12' ± : Juniperus Virginana - Eastern Redcedar : 41' 0'48.71'N : 72'29'27.92"W i ; i : N ­­...I...... .­..... ... ....­I ........�.....­­...................�......... ..... ­ z i : . RE-ESTABLISHMENT. .. .........._........................I...........�...................................-1 ..........................I......'.....­.......�........I.... ..''...... ­ . .......�....................................................................................1................. ..................�...................................................­­ Designed by Checked by z : z : : . : : i ! : ; . 0000850 1 4' / 12' ± t Juniperus virginano - Eastern Redcedar 1 41' 0'49.22"N : 72'29'28.47"W 5624 tr� : : i i t : � 4 : 0 ­.......I.....I...............­.........­...­­­......4.........�......................­...�...­............................I­..:....­...­...................I.........­­­............ .�... - ........ . ­­­­........................................................................................�...�.......-.i....................................­­­...____...................�............... .........�­­­...­.... . �.......�............ 8. OWNER CAN NOT GUARANTEE SURVIVAL OF TREES TO BE RELOCATED. ' : . : . I : i : � I : : � : i ! >1 0000851 : 3' / 12' ± � Juniperus virginano - Eastern Redcedar : 41* 0'49.22"N : 72'29'28.47"W : 5625 i : � 4 � i : : i � i . : Issued for Date . _..�-__._------.-..--.-----.----- _.____.______________.___._____ � -7��__.-__..--...--..----_---___�_ _____.___________�_-.--,"_-_� i 0 t : 9. RELOCATED TREES WILL BE MAINTAINED AS PART OF THE CONTRACTOR'S AGREEMENT WITH THE OWNER. : � : : t : i i -1 0000852 L: : Juniperus virginana - Eastern : 41' 0'49.19"N : 72'29'33.23"W : 5626 r_ 3. / 10' ± : : MAINTENANCE WILL CONSIST OF PERIODIC MONITORING, WATERING, STAKING, MULCHING, AND WEED January 03, 2017 : i : 0 ........................................I.........................: : i _.... - ..........-- : ­­...........................�.........�..........­"'­........ ­..� ­­­... ­� . .�...I— — .... ­­­­­................�..........................................................­. -__. ............................................................. .......I......�­­­­.............­... ... . .­.....­­­.......................................� i I I : __ : : : .) : . : : REMOVAL AROUND BASE OF TREE AS DIRECTED BY OWNER'S LANDSCAPE ARCHITECT. 0000853 -: 3' / 1 O' ± : Juniperus virginano - Eastern Redcedar : 41' 0'52.23"N : 72*29'30.91"W : 5627 : � : i : : : >� ......... �­..... ­­.............-1.....�. : i t : �_ �. . ...................................... - ..t..............................................I-----------I..................................I. I **....................... *2 '­­....*...............___- ­,"",' ' - -, *­ : _­....... ­_'"___'­---**'*t*""-*---,- - - ­­.......... � *** : -±, CONTRACTOR SHALL VERIFY 0 t : i : : i : : 5628 10. EXISTING TREE LOCATIONS ARE APPROXIMATE AND ARE WITHIN 10'-O -0 0000854 : 3' / 10' ± : Juniperus virginano - Eastern Redcedar 4 41' 0'52.23"N : 72*29'30.91"w i i : V) I z i : 1 _._.___'__ ___ r - - __.____________�-_____--- ------------ ___'_.__ ____ _________........--..- LOCATIONS PRIOR TO RELOCATION. Not Approved for Construction � . � i i . . : z : : � : : : 5629 : 73 0000855 : 2' / 9' ± t Juniperus virginano - Eastern Redcedar : 41* 0'52.24*N : 72'29'33.19"W ! --- C- i : i . ! i : z �_ : I t ____.___----:_____'_'__--- _ ________ . r I , - .-- ------------�-,--�-�,---�--------��--------- ---; � I : : I I ; z I - I t i : I z i i � i I r*1 - �, 'O 0000856 1 Double 3" / 12' ± : Juniperus Virginana - Eastern Redcedar : 41* 0'52.16"N r 72'29'32.70"W ; 5630 ' I : : : i . - I D m '11M1%_1Z% 4 ; . : i ...................................................................­­....�......._.' .. ...................­­­­........: .... ...................................................�..........................­­.........................�_­..............�..................... ................................_...­........ ...­........�......­­­�.............�............�.....................- T I.......................................................�......................................... � : r . I : � : i : : 5631 � �� I I fti� : : : : ; 0 0000857 4 4- / 12' ± : Juniperus virginana - Eastern Redcedar 1 41* 0'54.05"N ; 72*29'34.02"W ; I : ! : : : i i : I . i I - n ­ �­­­..............­ .­­ .......��............................_­........�..............................;r . . � ..........................................................................................................�...........................................�.. . ­ .... . ..­......­­............................;...................................................................................�­­......................................................... --­­­­............�... . : : : : i � : 7 7 ­ . I i : : - U) 0000858 : 3' / 12' ± i Juniperus virginano - Eastern Redcedar t 41* 0'54.05"N : 72'29'34.02"W T 5632 : : I ­ . ! ; t I I : i . ; . . - . __­_­___ I--------.-.-..--........._'__' , ­­­ ­­.......­__­_.__ - < .-.---- _______ �__________.__.__.............. ___________...._..___ ! � + I : : I . : : i . : : : 0 0000859 ! 4" / 12' ± z Juniperus Virginano - Eastern Redcedar ; 41* 0'54.48"N : 72*29'34.26"W . 5633 ry : ; r I r : : : : i � � � < "­ ............­­.................­..........�....1.�.-�_­­­.............�...................................................... ...-.--......-....'..1......... .. . ...­­­.....I . ...................:............�.................................................. �. ......I.......................�....................................................... 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