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HomeMy WebLinkAboutSite Plan Recvd 3/3/2015Issued for: Site Plan Approval Date Issued: January 2, 2015 Latest Issue: March 2, 2015 Number Drawing Title Latest Issue C-1.0 Legend and General Notes 3/2/2015 C-2.0 - C-2.2 Layout and Materials Plans 3/2/2015 C-3.0 - C-3.2 Grading and Drainage Plans 3/2/2015 C-4.0 - C-4.2 Utility plans 3/2/2015 C-5.0 Erosion and Sediment Control Plan 3/2/2015 C-6 Site Details I 3/2/2015 C-7 Site Details II 3/2/2015 C-8 Site Details III 3/2/2015 Reference Drawings Number Drawing Title L-1 - L-11 SB -1 SMP -1 OS -1 LI -1 - LI -3 R-1 0 0 N L N E N U N 0 M 0 U I 0 0 0 r7 rn N / W z Q J W 0 J Q U W 0 v D U W Q Fy W _ 0 0 u -i 0 n rn N L Latest Issue Tree and Shrub Planting Plans 3/2/2015 Soil Borings 3/2/2015 Soil Management Plan 3/2/2015 Open Space Plan 3/2/2015 Lighting Plan 3/2/2015 500' Radius Map 2/26/2015 Existing Conditions Survey 2/4/2015 The Heritage at Cutchogue Condominium Development Cutchogue, NY Town of Southold Site woe Nexin �r� t:�+uniry Ci�,i, 3 � ut � YIIKtt�7j� • �" fi y fi Site Location Map Engineers Scientists Planners Designers 000 00 4, Wk id 0 100 Motor Parkway, Suite 13 5 Hauppauge, New York 11788 631.787.3400 • FAX 631.813.2545 T0 1000 2000 Feet Owner: The Heritage at Cutchogue, LLC 1721-D North Ocean Avenue Medford, NY 11763 Phone • Fax Applicant: The Heritage at Cutchogue, LLC 1721-D North Ocean Avenue Medford, NY 11763 Phone * Fax SCTM: District 1000 - Section 102 - Block 01 - Lot 33.3 Attorney: Certilman Balin 100 Motor Parkway, Suite 156 Hauppauge, NY 11788 Phone (631) 979-3000 • Fax (631) 979-7070 Architect: Charles W Kuehn P.O. Box 641 Northport, N.Y. 11768 Phone (631) 262-8540 • Fax (631) 262-8541 Lighting Consultant: CREE 1200 92nd Street Sturtevant, WI 53177 Phone (800) 236-6800 Site Civil Engineer/Landscape Architect: VHB Engineering, Surveying, & Landscape Architecture, P.C.: 100 Motor Parkway, Suite 13 5 Hauppauge, NY 11788 Phone (631) 787-3400 • Fax (631) 813-2545 0 I 0 O Lr) O M N W V) Z a n / 0 0 a U / W CDO U W 0 Q Fy W _ 0 O L0 O r7 N / 0 0 C 0 d Q O r7 6i 0 N r7 O L U O a 0 U) 0 n Fy W z O 0- 0 n 0 66 O 6 L2 0 N N O s U 0 T O 0 0 0 Legend Exist. Prop. Exist. Prop. PROPERTY LINE 0 CONCRETE PROJECT LIMIT LINE 0 HEAVY DUTY PAVEMENT RIGHT-OF-WAY/PROPERTY LINEO® RIPRAP EASEMENT o o CONSTRUCTION ENTRANCE BUILDING SETBACK --- PARKING SETBACK 10+00 -- BASELINE CONSTRUCTION LAYOUT -- ----- ZONING LINE TOWN LINE LIMIT OF DISTURBANCE WETLAND LINE WITH FLAG FLOODPLAIN BLSF BORDERING LAND SUBJECT TO FLOODING BZ WETLAND BUFFER ZONE NDz NO DISTURB ZONE 200'RA 200" RIVERFRONT AREA - - - - - GRAVEL ROAD - - EDGE OF PAVEMENT BB BITUMINOUS BERM LD BC BITUMINOUS CURB BOLLARD CC CONCRETE CURB CG CURB AND GUTTER 2 ECC EXTRUDED CONCRETE CURB VAN -ACCESSIBLE PARKING MCC MONOLITHIC CONCRETE CURB 6"W PCC PRECAST CONC. CURB FIRE PROTECTION SGE SLOPED GRAN. EDGING G VGC VERT. GRAN. CURB ELECTRIC STM LIMIT OF CURB TYPE T ----- SAWCUT VBUILDING PARKING COUNT C10 COMPACT PARKING STALLS 1�1 EN BUILDING ENTRANCE LD LOADING DOCK • BOLLARD DJ DUMPSTER PAD T SIGN 2 DOUBLE SIGN STEEL GUARDRAIL WOOD GUARDRAIL PATH TREE LINE WIRE FENCE FENCE STOCKADE FENCE STONE WALL RETAINING WALL STREAM / POND / WATER COURSE DETENTION BASIN • HAY BALES -x x- SILT FENCE SILT SOCK / STRAW WATTLE 4 MINOR CONTOUR 20 MAJOR CONTOUR t0 PARKING COUNT C10 COMPACT PARKING STALLS _.: Dn DOUBLE YELLOW LINE SL DRAIN MANHOLE :..�,-:.. STOP LINE IIIIIIIIIIIII CROSSWALK ® ACCESSIBLE CURB RAMP FM M ACCESSIBLE PARKING - - - - VAN -ACCESSIBLE PARKING VAN OVERHEAD WIRE 27.35 TC x TOP OF CURB ELEVATION 26.85 BC BOTTOM OF CURB ELEVATION 132.75 x SPOT ELEVATION 45.0 TWx 38.5 BW TOP do BOTTOM OF WALL ELEVATION BORING LOCATION 69 TEST PIT LOCATION Q MW MONITORING WELL UD UNDERDRAIN 12"D--► DOUBLE CATCH BASIN OS DRAIN 6"RD-i DRAIN MANHOLE OV ROOF DRAIN 12"S PLUG OR CAP co • SEWER FM M FLARED END SEC11ON - - - - FORCE MAIN 0Hw OVERHEAD WIRE 6"W WATER 4"FP FIRE PROTECTION 2"Dw DOMESTIC WATER G GAS E ELECTRIC STM STEAM T TELEPHONE FA FIRE ALARM CAN CABLE TV ■ CATCH BASIN CMP DOUBLE CATCH BASIN OS GUTTER INLET • DRAIN MANHOLE OV TRENCH DRAIN TSV PLUG OR CAP co • CLEANOUT HYD FLARED END SEC11ON 'S* HEADWALL • SEWER MANHOLE CMP ABAN OS CURB STOP do BOX ACCESSIBLE CURB RAMP ADJ OV WATER VALVE & BOX TSV TAPPING SLEEVE, VALVE & BOX BITUMINOUS SIAMESE CONNECTION HYD BWLL 'S* FIRE HYDRANT WM DYCL El WATER METER PIV ELEV ELEVATION POST INDICATOR VALVE ® WATER WELL 0 GAS GATE GM 0 GAS METER •EMH EM 0 TMH HH 0 t HH 0 PB 0 ELECTRIC MANHOLE ELECTRIC METER LIGHT POLE TELEPHONE MANHOLE TRANSFORMER PAD UTILITY POLE GUY POLE GUY WIRE & ANCHOR HAND HOLE PULL BOX Matchline MATCHLINE Abbreviations General CATCH BASIN CMP ABAN ABANDON ACR ACCESSIBLE CURB RAMP ADJ ADJUST APPROX APPROXIMATE BIT BITUMINOUS BS BOTTOM OF SLOPE BWLL BROKEN WHITE LANE LINE CONC CONCRETE DYCL DOUBLE YELLOW CENTER LINE EL ELEVATION ELEV ELEVATION EXIST EXISTING FDN FOUNDATION FIFE FIRST FLOOR ELEVATION GRAN GRANITE GTD GRADE TO DRAIN LA LANDSCAPE AREA LOD LIMIT OF DISTURBANCE MAX MAXIMUM MIN MINIMUM NIC NOT IN CONTRACT NTS NOT TO SCALE PERF PERFORATED PROP PROPOSED REM REMOVE RET RETAIN R&D REMOVE AND DISPOSE R&R REMOVE AND RESET SWEL SOLID WHITE EDGE LINE SWLL SOLID WHITE LANE LINE TS TOP OF SLOPE TYP TYPICAL utility CB CATCH BASIN CMP CORRUGATED METAL PIPE CO CLEANOUT DCB DOUBLE CATCH BASIN DMH DRAIN MANHOLE CIP CAST IRON PIPE COND CONDUIT DIP DUCTILE IRON PIPE FES FLARED END SECTION FM FORCE MAIN F&C FRAME AND GRATE F&C FRAME AND COVER GI GUTTER INLET GT GREASE TRAP HDPE HIGH DENSITY POLYETHYLENE PIPE HH HANDHOLE HW HEADWALL HYD HYDRANT INV INVERT ELEVATION I= INVERT ELEVATION LP LIGHT POLE MES METAL END SECTION PWW PAVED WATER WAY PVC POLYVINYLCHLORIDE PIPE PIV POST INDICATOR VALVE RCP REINFORCED CONCRETE PIPE R= RIM ELEVATION SMH SEWER MANHOLE TSV TAPPING SLEEVE, VALVE AND BOX UG UNDERGROUND UP UTILITY POLE Notes: General 1. CONTRACTOR SHALL NOTIFY "NYC do LI ONE CALL" (1-800-272-4480) AT LEAST 72 HOURS BEFORE EXCAVATING. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE 4 INCHES LOAM AND SEED UNLESS OTHERWISE NOTED ON THE LANDSCAPE PLAN. 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. 6. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 7. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH 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 APPROPRIATE PERMITS. 8. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 10. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 11. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. 12. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER. 13. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE 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 ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. 3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH ELEVATIONS ON THE GRADING AND UTILITY PLANS. 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: A. PAVEMENTS AND CONCRETE SURFACES: FLUSH B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. 5. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. 6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES COMPANY. 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN: A. WATER PIPES SHALL BE C900 DR -18 POLYVINYL CHLORIDE (BLUE BRUTE) PIPE. B. SANITARY SEWER PIPES SHALL BE DR -18 POLYVINYL CHLORIDE (PVC) SEWER PIPE. C. STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE AND CORRUGATED POLYETHYLENE. 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON THE DRAWINGS. 9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY'S REQUIREMENTS. 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4" MIN.) SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL MUNICIPAL STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM DIAMETER SHALL BE 5 FEET. Layout and Materials 1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. 2. CURB RADII ARE 5 FEET UNLESS OTHERWISE NOTED. 3. CURBING SHALL BE BELGIUM BLOCK WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE PLANS. 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. 5. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR. 6. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. 7. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE C NTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS" LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES. 8. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND D TA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE S PPLIED AS PART OF THE CONTRACT DOCUMENTS. 1. C NTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LI IT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY P LES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDA11ONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10 FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS. 2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS. THE C NTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING EXECUTION OF THE WORK. 5. UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS, THE ENGINEER HAS NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC WASTES OR POLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF LOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE OF HAZARDOUS MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ANY CLAIMS MADE IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL HAVE NO ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF ASBESTOS OR OTHER HAZARDOUS MATERIALS. Erosion Control 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS. 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT. 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION. 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. Existing Conditions Information 1. BASE PLAN: THE PROPERTY LINES, EXISTING FEATURES AND TOPOGRAPHICAL INFORMATION SHOWN ARE BASED ON EXISTING BASE MAPPING, AERIAL PHOTOGRAPHY AND ALL OTHER AVAILABLE INFORMATION. AN OFFICIAL SURVEY IS CURRENTLY BEING PERFORMED ON THIS PROPERTY AND WILL BE PROVIDED AS IT IS COMPLETED. 2. TOPOGRAPHY: ELEVATIONS ARE BASED ON NGVD DATUM. 3. GEOTECHNICAL DATA INCLUDING TEST PIT AND BORING LOCATIONS AND ELEVATIONS WERE OBTAINED FROM SLACKE TEST BORING, INC. (SEE BORING SHEET FOR INFORMATION) Document Use 1. THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE, AND SHALL NOT BE USED, IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN FOR WHICH IT WAS CREATED WITHOUT THE EXPRESSED, WRITTEN CONSENT OF VHB. ANY UNAUTHORIZED USE, REUSE, MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THIS DOCUMENT SHALL BE AT THE USER'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB. `asn ►00 0 0 0 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 MAR 0 3 2015 8ozrd Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Legend and General Notes DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number V C-1 Sheet of 1 14 Project Number 29305.00 29305.00_LG. D WG 1 Site Plan Completeness 3/2/2015 AVL No. Revision Date Appvd. Designed by DEP Drawn by DEP Checked by A VL CAD checked by A VL Approved by KP W Scale N/A Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Legend and General Notes DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number V C-1 Sheet of 1 14 Project Number 29305.00 29305.00_LG. D WG J I 0 0 0 N / UJ z Q J / 0 J / 0 a U / UJ 0 U U w CD Q Fy LU 0 0 ori 0 r7 N 6, .E 0 0 0 in a 6i 0 u7 0 N r1 O U a T 0 U) Q) Q) v a� 0 w F= z 0 D_ 0 Q U-) 00 6i u7 0 N r7 O s U i- 0 0 ME >; 0 U) 0 r- 0 a 49'-11 " 20'-0" COVERED PATIO AREA 15'-0" x 18'-0" LIVABLE AREA = 1,999 SF 1 STORY 39'-10" COVERED PATIO AREA 14'-0'x 20'-0' LIVABLE AREA = 1,599 SF 1 STORY 00 � o I I L I 2 CAR GARAGE 19'-0" x 19'-3" 35"-9" 2 CAR GARAGE 22'-0' x 22'-6" GD GD 23'-1" 17'-3" 19'-10" Unit Type A (40 Units) Unit Type B (90 Units) N.T.S N.T.S NOTE: SEE ARCHITECTURAL PLANS BY CHARLES W. KUEHN FOR FURTHER DETAIL 1000-102-1-5.2 NOW/FORMERLY OF ROSE'S VINYARD, LLC PO BOX 914 CUTCHOGUE, NY 11935 S38'30'50"E (DEED) PROPOSED GRAVEL NATURE TRAIL S38'24'20"E (ACTUAL) 1000-102-1-3.4 NOW/FORMERLY OF DIBOURGHESE COSTELLO, LLC Z 17150 CR 48 PO BOX 957 N LY, I CUTCHOGUE, NY 11935 CC 1 00 00 I o O M L- 74.1' ?��� .�..•. N36'54'20"W Overlay District(S): N/A J cn 25' "Cl O N Requirements Required N MAXIMUM NUMBER OF UNITS 130 Units 1000-102-1-4.6 A - 223,870 Sq. Ft. V 1000-102-8-22 NOW/FORMERLY OF Z NOW/FORMERLY OF - JENNIFER do THOMAS FOSTER ROY do DEBRA LEBEL A 0 Lo - Requirements CUTCHOGUE, NY 11935 MINIMUM LOT AREA 20,000 Sq. Ft. 2,003,582 Sq. Ft. 1755 EVERGREEN DRIVE N _ .... .. _............. _..._._......_...._.....---..... LOT DEPTH 120 Feet 1792.61 Feet _._._.....----------___ -_ FRONT YARD SETBACK 35 Feet 166.70 Feet SIDE YARD SETBACK/COMBINED SIDE YARD 15/30 Feet 75.00 Feet/ 154.20 Feet REAR YARD SETBACK 35 Feet75 Feet MINIMUM LIVABLE FLOOR AREA ( SQUARE FEET PER 850 Sq. Feet 1,599 Sq. Feet DWELLING UNIT) ...._-...... ...... .._......... .._.............................. 5 CUTCHOGUE, NY 1193 O MAXIMUM BUILDING HEIGHT 35 Feet 28 Feet MAXIMUM NUMBER OF STORIES 2 2 01 Town of 3/2/2015 AVL :.O_ LA Zoning Regulation Requirements o NOW/FORMERLY OF Provided ANJO LTD Residential PO BOX 871 N Requirements J "rn MINIMUM OPEN SPACE SET-ASIDE 50% 50% MINIMUM SETBACK 75 Feet 75 Feet MINIMUM BUFFER 50 Feet 50 Feet * BASED ON SECTION 280 ATTACHMENT 6 FOR PROPERTIES >39 ACRES NOTES: 1. SEE OPEN SPACE PLAN FOR AREA CALCULATIONS 2. UNIT TYPE "A" MAX FOOTPRINT = 2,887 SF, UNIT TYPE "B" MAX FOOTPRINT = 2,542 SF INCLUDING COVERED PATIOS AND PORCHES ...... , , c -" 400.00' 1E, r- 0 LPA cn'n J0 111 1000-102-1-4.7 "" NOW/FORMERLY OF RICHARD do JEAN JUNG 7800 CALLE PINABETE CARLSBAD, CA 92009LP 0 LA 1 UNIT TYPE "B" (TYP.) PROPOSED GRAVEL ;;. NATURE TRAIL . 7 DRA / 1000-102-1-4.8 NOW/FORMERLY OF 1 LA do DOUGLAS LYDIA BURNS 1 25' ' 1750 EVERGREEN DRIVE �s CUTCHOGUE, NY 11935 1 .9. S37'13'30"E (DEED) S37'04'30"E (ACTUAL) 221.47' 75' 1000-102-1-4.9 W - NOW/FORMERLY OF a0 VINCENT do RUTH URWAND N - 1650 EVERGREEN DRIVE o CUTCHOGUE, NY 11935 zo • U-)93.7' Z _ . I I LA I nnnt 7n N n LA n n Cll n ,. 1000-102-1-3.4 NOW/FORMERLY OF DIBOURGHESE COSTELLO, LLC Z 17150 CR 48 PO BOX 957 N LY, I CUTCHOGUE, NY 11935 CC 1 00 00 I o O M L- 74.1' ?��� .�..•. N36'54'20"W Overlay District(S): N/A Stipulation Of Settlement 25' "Cl O N Requirements Required N MAXIMUM NUMBER OF UNITS 130 Units 130 Units - - -- ----- --- - - - - - ----------- MAXIMUM FLOOR AREA (LIVABLE) 245,000 Sq. Ft. 223,870 Sq. Ft. V 1000-102-8-22 HD Residential NOW/FORMERLY OF Zoning Regulation Requirements JENNIFER do THOMAS FOSTER Provided PO BOX 1035' Requirements CUTCHOGUE, NY 11935 MINIMUM LOT AREA 20,000 Sq. Ft. 2,003,582 Sq. Ft. U U 1000-102-1-9.2 N NOW/FORMERLY OF • BARBARA GRATTAN Cy 427 OSTRANDER AVENUE _ f` RIVERHEAD, NY 11901 50' BUFFER - 75' BUILDING SETBACK - f, DRA LA M. I UNIT TYPE "A" (TYP.) N11 75' BUILDING SETBACK 50' BUFFER LA N - EMERGENCY ACCESS ROAD GRASSED AREA WITH LOAD BEARING SUB -SURFACE (SEE DETAIL) 1000-102-8-23 1000-102-8-241000-102- 1000-102-8-25 NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF NOW%FORMEI DAVID do DONNA COOK PATRICK do LESLIE CASEY WADE HUBSCHMITT WADE HUBS( 3050 HIGHLAND ROAD 2890 HIGHLAND ROAD 31 MARTHA STREET 31 MARTHA CUTCHOGUE, NY 17935 '.CUTCHOGOE, NY 11935 FREEPORT, NY 11520 FREEPORT, N FLUSH CURB (TYP. Parking Summary Chart Parking Requirements: MULTIPLE DWELLING 130 2 1 (2 -BEDROOM) UNITS x SPACES / UNIT = 260 SPACES COMMUNITY 6,188 1 300 CENTER SF x SPACE / SF - 21 SPACES TOTAL PARKING REQUIRED = 281 SPACES Parking Provided: STANDARD ACCESSIBLE TOTAL -- - ----------- -- -----� - -- - - -- ------ - -- - - -- - GARAGE (19'X19' MIN.) - - 260 SPACES VISITOR/ CLUB HOUSE 34 SPACES: 2 SPACES: 36 SPACES (9'X19') TOTAL PARKING PROVIDED 296 SPACES NOTES: 1. CODE REQUIRES SPACES TO BE 9'X19' MIN. 2. COMMUNITY CENTER CALCULATIONS BASED ON REQUIREMENTS FOR A RECREATIONAL FACILITY. 3. ADA/STATEAOCAL REQUIREMENTS FOR THE CLUB HOUSE: SPACES BETWEEN 26 TO 50 STALLS REQUIRE TWO ACCESSIBLE SPACES. (1106.1 NYS BUILDING CODE) 4. DRIVEWAYS ARE NOT COUNTED IN PARKING SUMMARY. t LA f , DRA DRA LA Sign Summary M.U.T.C.D. Specification Number Width Height Desc. 111-1 30" 30" ' RESERVED PARKING R7-8 ! 12" 18' NO PARKING ANY R7-1 12" 18' TIME General Notes 1. TRASH TO BE COLLECTED CURBSIDE AT EACH UNIT 2. MAIL BOXES TO BE LOCATED AT DRIVEWAY ENTRANCE BY EACH UNIT 1901.44' (DEED) 1904.80' (ACTUAL) a 2009.51' (DEED) 2009.22' (ACTUAL) 1000-102-8-28 1000-102-8-29 1000-102-8-27 NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF WILLIAM do `VIVIAN VELEZ LINDA COOK CYNTHIA LAKE 2060 HIGHLAND ROAD 1850 HIGHLAND ROAD 0 - 2270 HIGHLAND ROAD CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 ICUTCHOGUE, NY 11935 N 1 N U U Zoning Summary Chart Zoning District(S): Hamlet Density Residential (HD) Proposed Use: Multi -Family (Condominiums) Overlay District(S): N/A Stipulation Of Settlement 25' "Cl O N Requirements Required Provided MAXIMUM NUMBER OF UNITS 130 Units 130 Units - - -- ----- --- - - - - - ----------- MAXIMUM FLOOR AREA (LIVABLE) 245,000 Sq. Ft. 223,870 Sq. Ft. 00-102-8-10 HD Residential " NOW/FORMERLY OF Zoning Regulation Requirements PAUL ROMANELLI Provided 90 BRIDLE COURT Requirements CUTCHOGUE I Y, 11935 MINIMUM LOT AREA 20,000 Sq. Ft. 2,003,582 Sq. Ft. .................................................................................................. .. ........................................ LOT WIDTH 75 Feet 216.51 Feet I _ .... .. _............. _..._._......_...._.....---..... LOT DEPTH 120 Feet 1792.61 Feet _._._.....----------___ -_ FRONT YARD SETBACK 35 Feet 166.70 Feet SIDE YARD SETBACK/COMBINED SIDE YARD 15/30 Feet 75.00 Feet/ 154.20 Feet REAR YARD SETBACK 35 Feet75 Feet MINIMUM LIVABLE FLOOR AREA ( SQUARE FEET PER 850 Sq. Feet 1,599 Sq. Feet DWELLING UNIT) ...._-...... ...... .._......... .._.............................. ... ....... .... ..._.............._...... ........ ............................. . MAXIMUM LOT COVERAGE 25% 18% MAXIMUM BUILDING HEIGHT 35 Feet 28 Feet MAXIMUM NUMBER OF STORIES 2 2 01 Town of 3/2/2015 AVL Southold N 1000-102-1-33.4 Zoning Regulation Requirements o NOW/FORMERLY OF Provided ANJO LTD Residential PO BOX 871 N Requirements J "rn MINIMUM OPEN SPACE SET-ASIDE 50% 50% MINIMUM SETBACK 75 Feet 75 Feet MINIMUM BUFFER 50 Feet 50 Feet * BASED ON SECTION 280 ATTACHMENT 6 FOR PROPERTIES >39 ACRES NOTES: 1. SEE OPEN SPACE PLAN FOR AREA CALCULATIONS 2. UNIT TYPE "A" MAX FOOTPRINT = 2,887 SF, UNIT TYPE "B" MAX FOOTPRINT = 2,542 SF INCLUDING COVERED PATIOS AND PORCHES Ln W _ Co 1000-102-1-23.1 Wpr O. NOW/FORMERLY OF CHARLES do JEAT ZAHRA PO BOX 1137 �p MATTITUCK NY, 11952 C�rh PROPOSED 1 G OPOSED PUTTING GREEN ✓ TENNIS RCCODURTS--\ (BY OTHERS) 1 � � LA 0 `s S 7'p4'40"F...F N N N N37'13'30"W PROPOS RECEPTION BOO 1000-102-1-18.1 92.7' NOW/FORMERLY OF ROMAN CATHOLIC CHURCH OF THE SACRED HEART o d- LA DRA 1000-102-8-30 NOW/FORMERLY OF ZORA SORMELEY 209=50 28TH AVENUE BAYSIDE, NY 11360 EMERGENCY ACCESS ROAD GRASSED AREA WITH LOAD BEARING SUB -SURFACE (SEE DETAIL) 3.68' rn J a o L„ 25' "Cl O N cWii O cn _ D �N M x c o� O o 00-102-8-10 x " NOW/FORMERLY OF to PAUL ROMANELLI 90 BRIDLE COURT CUTCHOGUE I Y, 11935 . S37'04'40 E 168.7' 95.00' GRIFFING STREET W N 01 Ln 3/2/2015 AVL N N 1000-102-1-33.4 129.2' o o NOW/FORMERLY OF Designed by DEP ANJO LTD Checked by AVL PO BOX 871 N INRIVERHEAD, NY 11901 J "rn -1.1 Ln CJ 0 n o ...... , , c -" 400.00' 1E, ED BOOT 80 0 80 160 SCALE IN FEET a F,000 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 MAR 0 3 2015 Southold Town Planning Board Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Overall Layout and Materials Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number �Y N C-2 :0 kSSi Sheet of 2 14 Project Number 29305.00 29305.00_L M. D WG 1 Site Plan Completeness 3/2/2015 AVL No. Revision Date Appvd. Designed by DEP Drawn by DEP Checked by AVL CAD checked by AVL Approved by KPW Scale In=80' Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Overall Layout and Materials Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number �Y N C-2 :0 kSSi Sheet of 2 14 Project Number 29305.00 29305.00_L M. D WG J O O U-) O r7 N H W Z Q J QL / Q J / 0 Q C) / W 0 0 _ U f— U w ca Q it W O O 0 M N / 0 0 C O i1 Q O L0 6i L2 O N r7 O L U T O Q) N F- N _O W D_ W F_ Z O !L Q u� L0 66 66 u� O N vi O U t O T 0 V) Q) 0 F 0 0 V) S38'30'50"E (DEED) S38 -24'20"E (ACTUAL) "` .... PROPOSED 12 GRAVEL N N NATURE U PROPOSED TRAIL COVERED — 14' x 20' — PATIO (TYP.) — S37 -13'30"E (DEED) S37 -04'30"E (ACTUAL) 221,47' w ON PLO (0 Z i EXISTING CHAIN LINK FENCE TO BE REMOVED N36'54'20"W k PROPOSED i W , )n' �— EMERGENCY ACCESS ROAD LA GRASSED AREA WITH LOAD BEARING SUB—SURFACE (SEE DETAIL) „. x" PROPOSED CRASH GATE i I (SEE DETAIL) CONNECT EMERGENCY ACCESS TO EXISTING ROAD W Q 75' BUILDING SETBACK 50' BUFFER DRA R200.5' NIN U U 40 0 40 80 SCALE IN FEET ye �, 000 00 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 C E U MAR 0 3 2015 Southold Town Planning Board r � 0. 05 f S38'30'50"E (DEED) S38 -24'20"E (ACTUAL) "` .... PROPOSED 12 GRAVEL N N NATURE U PROPOSED TRAIL COVERED — 14' x 20' — PATIO (TYP.) — S37 -13'30"E (DEED) S37 -04'30"E (ACTUAL) 221,47' w ON PLO (0 Z i EXISTING CHAIN LINK FENCE TO BE REMOVED N36'54'20"W k PROPOSED i W , )n' �— EMERGENCY ACCESS ROAD LA GRASSED AREA WITH LOAD BEARING SUB—SURFACE (SEE DETAIL) „. x" PROPOSED CRASH GATE i I (SEE DETAIL) CONNECT EMERGENCY ACCESS TO EXISTING ROAD W Q 75' BUILDING SETBACK 50' BUFFER DRA R200.5' NIN U U 40 0 40 80 SCALE IN FEET ye �, 000 00 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 C E U MAR 0 3 2015 Southold Town Planning Board Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Layout and Materials Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number 00�� Z C_21 Sheet of 3 14 Project Number 29305.00 29305.00_LM. DWG 1 Site Plan Completeness 3/2/2015 AVL No. Revision Date Appvd. Designed by DEP Drawn by DEP I Checked by A VL CAD checked by A VL Approved by KPW Scale 1"=40' Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Layout and Materials Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number 00�� Z C_21 Sheet of 3 14 Project Number 29305.00 29305.00_LM. DWG J I O O 0 O r7 rn N w Z Q J / Q J / Q U LJ ca O U F- U w c� Q UJ 0 0 O r7 N / ID C O L c O d Q co L0 0 N r7 O t U O T O V) N N 7 f- N O a. (r w F- Z O w D Q L 00 rn L2 0 N r7 O s U O T O V) V) N f- N v c�1 1 .\W. V _ GRAVEL NATURE TRAIL AC i fF DRA f LA 1901.44' (DEED) 1904.80' (ACTUAL) i Ln (jn LA UA �p i w IS 9 BUNKER x 0_ BUNKER z 4 50' BUFFER PUTTING GREEN /n=-ir,ki ov nTuroc'\ 75' BUILDING SETBACK �k1y CURB TYP.�Vv 1 (SEE DETAIL) :l I r; 0 r - Of I Y ;f U IU) L� 1 EMERGENCY ACCESS ROAD z m : GRASSED AREA WITH LOAD o 0 BEARING SUB—SURFACE LO (SEE DETAIL) °0 I ^1. DRA �I i �I o F t O 3 N S ii 1 I EXISTING CHAIN LINK FENCE TO BE REMOVED ......... 2009.51' (DEED) ^ PROPOSED CRASH GATE (SEE DETAIL) 2009.22' (ACTUAL) Q 1 CONNECT EMERGENCY ACCESS U U sl! TO EXISTING ROAD N37'13'30"W 50' BUFFER RECEPTION 400.00' GRIFFING STREET -MEET EXISTING PAVEMENT WITH NEW CURB 40 0 40 80 SCALE IN FEET 000 %iiado-jo V 0 r Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 E I NU E MAR 0 3 2015 Southold Town Planning Board N 0 0 0 � g PROPOSED ENTRANCE RETAINING WALLS j 0 V Ln > v n M E!m � v GRIFFING STREET -MEET EXISTING PAVEMENT WITH NEW CURB 40 0 40 80 SCALE IN FEET 000 %iiado-jo V 0 r Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 E I NU E MAR 0 3 2015 Southold Town Planning Board Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Layout and Materials Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number C-2.2 Sheet of 4 14 Project Number 29305.00 29305.00_LM. D WG 1 Site Plan Completeness 3/2/2015 AVL No. Revision Date Appvd. Designed by DEP Drawn by DEF, Checked by A VL CAD checked by A VL Approved by KPW Scale 1"=40' Dile January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Layout and Materials Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number C-2.2 Sheet of 4 14 Project Number 29305.00 29305.00_LM. D WG 0 0 0 Ln 0 M 0) N H W z Q J / J / Q U W C.7 0 U U w 0 Q F -- w 0 0 L0 0 r7 N / c v 0 O n Q OD 6i 0 0 N M 0 U L v T W Q) 0 Fy w z 0 0 Q r7 N 6i O 0 N 0 U v v V) Q) Q) > v S37'13'30"E (DEED) S37'04'30"E (ACTUA LLI 0 00 Lr) N O .d CO r - L0 z N W 0 -P Drainage Calculation Summary Focal Drainage Design Criteria 1 St I b d 2-' h f II S38'30'50"E (DEED) S38'24'20"E,-(ACTU AL) Drainage Area - C 3,843 'REQUIRED STORAGE VOLUME CALCULATION Contributing ' Runoff C 13,689 CF SIDEWALK AREA 11,064 X 1.0 Rainfall 1,844 Volume PROVIDED STORAGE VOLUME DESIGN Area (SF) REQUIRED STORAGE VOLUME CALCULATION Runoff C LANDSCAPED / GRASS AREA 65,507 X 0.3 X 2/12 = 3,275 (FT) = 1.0 (CF) @7 M � M U 000 1,901.44' . (DEAD.) g04:8(i' (ACTt7 AL} _ ....- . N 2 , Engineering Surveying & s LA - . Lad Architecture, Landscape Ar I cture, PC CP _'--� - o o. 100 Motor Parkway �"� ,.'�' :�; ,�. �• - � � -_.. Suite 135 Hauppauge, NY 11788 0 631.787.3400 N f i , , Notes y, 0 L0 0 I� U) N37'13'30"W Drainage Area - G 3,843 'REQUIRED STORAGE VOLUME CALCULATION Contributing ' REQUIRED STORAGE VOLUME CALCULATION 13,689 CF SIDEWALK AREA 11,064 X 1.0 Rainfall 1,844 Volume PROVIDED STORAGE VOLUME DESIGN Area (SF) REQUIRED STORAGE VOLUME CALCULATION Runoff C LANDSCAPED / GRASS AREA 65,507 X 0.3 X 2/12 = 3,275 (FT) = 1.0 (CF) Typical Unit 3,843 'REQUIRED STORAGE VOLUME CALCULATION Contributing ' REQUIRED STORAGE VOLUME CALCULATION 13,689 CF SIDEWALK AREA 11,064 X 1.0 Rainfall 1,844 Volume PROVIDED STORAGE VOLUME DESIGN Area (SF) REQUIRED STORAGE VOLUME CALCULATION Runoff C LANDSCAPED / GRASS AREA 65,507 X 0.3 X 2/12 = 3,275 (FT) = 1.0 (CF) orage vo ume ase on a me rain a . 3,843 'REQUIRED STORAGE VOLUME CALCULATION Contributing ' REQUIRED STORAGE VOLUME CALCULATION 13,689 CF SIDEWALK AREA 11,064 X 1.0 Rainfall 1,844 Volume PROVIDED STORAGE VOLUME DESIGN Area (SF) REQUIRED STORAGE VOLUME CALCULATION 4,053 LANDSCAPED / GRASS AREA 65,507 X 0.3 X 2/12 = 3,275 2. Runoff coefficients for: Roof Areas = 1.0 ROOF AREA* 32,404 X 1.0 X 2/12 = 5,401 ROOF AREA * 118 340 X 1.0 X 2 12 = / 19,723 ROOF AREA 5,774 X 1.0 X 2/12 = 962 Pavement Areas Sidewalk Areas = 1.0 = 1.0 DRAINAGE RESERVE AREA 27,421 X 1.0 X 2/12 = 4,570 PAVEMENT AREA 69,723 X 1.0 X 2/12 = 11,621 SIDEWALK AREA 244 X 1.0 X 2/12 = 41 Gravel Areas Drainage Reserve Areas = 0.5 = 1.0 LANDSCAPED / GRASS AREA 101,498 X 0.3 X 2/12 = 5,075 SIDEWALK AREA 8,781 X 1.0 X 2/12 = 1,464 LANDSCAPED / GRASS AREA 5,424 X 0.3 X 2/12 = 271 Landscaped / Grassed Areas = 0.3 REQUIRED STORAGE VOLUME 15,046 CF DRAINAGE RESERVE AREA 20,668 X 1.0 X 2/12 = 3,445 REQUIRED STORAGE VOLUME = 1,274 CF Drainage Area - A PROVIDED STORAGE VOLUME DESIGN LANDSCAPED / GRASS AREA 345,732 X 0.3 X 2/12 = 17,287 PROVIDED STORAGE VOLUME DESIGN Volume ROOF AREA* 47,943 X 1.0 X STORAGE VOLUME IN DRAINAGE RESERVE AREA "C" = t 16,000 CF 7,990 Area (SF) RunoffC REQUIRED STORAGE VOLUME = 53,539 CF USE (1) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH 0 100.88 CF/VF (CF) ...... ......._......_... -- .......I... I -.......... _.._......... ....................... __..... STORAGE VOLUME IN DRYWELLS: 9 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 13,619 CF Contributing Rainfall Volume Area SF Runoff C Area(SF) (FT) (CF) REQUIRED STORAGE VOLUME CALCULATION ROOF AREA 11,225 X 1.0 X 2/12 = 1,871 Drainage Area - D 3,843 2,607 Contributing ' Runoff C 13,689 CF SIDEWALK AREA 11,064 X 1.0 Rainfall 1,844 Volume PROVIDED STORAGE VOLUME DESIGN Area (SF) X 2/12 = 4,053 LANDSCAPED / GRASS AREA 65,507 X 0.3 X 2/12 = 3,275 . (FT) LANDSCAPED / GRASS AREA 197,042 X 0.3 (CF) PAVEMENT AREA 18,620 X 1.0 X 2/12 = 3,103 REQUIRED STORAGE VOLUME CALCULATION SIDEWALK AREA 1,507 X 1.0 X 2/12 = 251 ROOF AREA* 86,893 X 1.0 X 2/12 = 14,482 - -- - -- PROVIDED STORAGE VOLUME DESIGN STORAGE VOLUME IN DRYWELLS: 1 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 1,513 CF STORAGE VOLUME IN DRAINAGE RESERVE AREA "G" = t 68,000 CF NOTE: SEE DRAINAGE AREA MAP FOR ROOF RUNOFF AREA. CALCULATIONS BASED ON Drainage Area - H 3,843 2,607 Contributing ' Runoff C 13,689 CF SIDEWALK AREA 11,064 X 1.0 Rainfall 1,844 Volume PROVIDED STORAGE VOLUME DESIGN Area (SF) X 2/12 = 4,053 LANDSCAPED / GRASS AREA 65,507 X 0.3 X 2/12 = 3,275 (FT) LANDSCAPED / GRASS AREA 197,042 X 0.3 (CF) THE UNIT TRIBUTARY AREA WORST CASE SCENARIO. * DRAINAGE AREAS B THROUGH'J PROVIDE FOR ADDITIONAL CAPACITY FOR OVERFLOW FROM GUTTER INDIVIDUAL UNIT AREAS AS NEEDED TO CONFORM TO SWPPP REQUIREMENTS. SEE SWPPP DOCUMENTS FOR HYDROLOGIC CALCULATIONS. X PAVEMENT AREA 60,852 X 1.0 X 2/12 = 10,142 REQUIRED STORAGE VOLUME CALCULATION 1-- 25' L3' POOL / TENNIS COURT AREA 27,723 X 1.0 2/12 = 4,621 ROAD WIDTH GRAVEL 5,948 X 0.5 X 2/12 = 496 ROOF AREA* 8 815 X 1 0 X 2/12 = 1469 APRON LANDSCAPED /GRASS AREA 76,862 X 0.3 X 2/12 = 3,843 2,607 Contributing ' REQUIRED STORAGE VOLUME = 13,689 CF SIDEWALK AREA 11,064 X 1.0 X 2/12 = 1,844 GRAVEL AREA 2,851 X 0.5 X 2/12 = 238 PROVIDED STORAGE VOLUME DESIGN DRAINAGE RESERVE AREA 24,319 X 1.0 X 2/12 = 4,053 LANDSCAPED / GRASS AREA 65,507 X 0.3 X 2/12 = 3,275 USE (1 1) 12 FOOT i DRYWELLS WITH 15 FT EFFECTIVE DEPTH O 100.88 CF/VF LANDSCAPED / GRASS AREA 197,042 X 0.3 X 2/12 = 9,852 REQUIRED STORAGE VOLUME = 4,982 CF STORAGE VOLUME IN DRYWELLS: 11 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 16,642 CF REQUIRED STORAGE VOLUME = 40,869 CF PROVIDE11 D STORAGE VOLUME DESIGN SIDEWALK AREA 533 X 1.0 X 2/12 = PROVIDED STORAGE VOLUME DESIGN STORAGE VOLUME IN DRYWELLS: 4 x 7 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 2,825 CF USE (6) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH 0 100.88 CF/VF Drainr�Area - A -A STORAGE VOLUME IN DRAINAGE RESERVE AREA "D" t 67,000 CF GRAVEL AREA 1,250 X 0.5 X 2/12 = 104 STORAGE VOLUME IN DRYWELLS: 6 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF - t 9,079 CF Contributing ff C Rainfall Volume Area (SF) Runoff (FT) (CF) REQUIRED STORAGE VOLUME CALCULATION Drainage Area - E 2/12 = 2,607 Contributing Runoff C -2.00 Rainfall 2,607 CF Volume 962 Area (SF) 2,344 Runoff C �LO (FT) LANDSCAPED / GRASS AREA 30,808 X 0.3 X 2/12 = (CF) Drainage Area - I 2/12 = 2,607 Contributing Runoff C -2.00 Rainfall 2,607 CF Volume 962 Area (SF) 2,344 PROVIDED STORAGE VOLUME DESIGN �LO (FT) LANDSCAPED / GRASS AREA 30,808 X 0.3 X 2/12 = (CF) PAVEMENT AREA 15,639 X 1.0 X 2/12 = 2,607 REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION -2.00 REQUIRED STORAGE VOLUME = 2,607 CF ROOF AREA* 5,774 X 1.0 X 2/12 = 962 ROOF AREA* 14,066 X 1.0 X 2/12 = 2,344 PROVIDED STORAGE VOLUME DESIGN �LO LANDSCAPED / GRASS AREA 30,808 X 0.3 X 2/12 = 1,540 PAVEMENT AREA 12,232 X 1.0 X 2/12 = 2,039 USE (4) 12 FOOT 0 DRYWELLSWITH 7 FT EFFECTIVE DEPTH 0 100.88 C F VF REQUIRED STORAGE VOLUME = _.. 2,503 CF SIDEWALK AREA 533 X 1.0 X 2/12 = 89 STORAGE VOLUME IN DRYWELLS: 4 x 7 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 2,825 CF PROVIDED STORAGE VOLUME DESIGN GRAVEL AREA 1,250 X 0.5 X 2/12 = 104 Drainage Area - B 1 Site Plan Completeness 3/2/2015 USE (4) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH 0 100.88 CF/VF - - - No. LANDSCAPED /GRASS AREA 110,213 X 0.3 X 2/12 = 5,511 Appvd. Designed by DEP Drawn by DEP I Checked by A VL STORAGE VOLUME IN DRYWELLS: 4 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 6,053 CF Approved by KPW REQUIRED STORAGE VOLUME = .. __...._ _ - -- - 10,087 CF - - - Contributing Rainfall Volume Area (SF) Runoff C (FT) (CF) Drainage Area - F PROVIDED STORAGE VOLUME DESIGN REQUIRED STORAGE VOLUME CALCULATION Contributing Rainfall Volume USE (9) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH 0 100.88 CF/VF ............................................._....... ROOF AREA* 47,943 X 1.0 X 2/12 = 7,990 Area (SF) RunoffC (FT) (CF) ...... ......._......_... -- .......I... I -.......... _.._......... ....................... __..... STORAGE VOLUME IN DRYWELLS: 9 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 13,619 CF .......... . PAVEMENT AREA 49,714 X 1.0 X 2/12 = 8,286 REQUIRED STORAGE VOLUME CALCULATION Drainage Area - J SIDEWALK AREA 5,119 X 1.0 X 2/12 = 853 ROOF AREA* 11,548 X 1.0 X 2/12 = 1,925 Contributing Rainfall Volume DRAINAGE RESERVE AREA 20,105 X 1.0 X 2/12 = 3,351 LANDSCAPED /GRASS AREA 59,842 X 0.3 X 2/12 = 2,992 Area (SF) Runoff C (FT) (CF) LANDSCAPED /GRASS AREA 223,718 X 0.3 X 2/12 = 11,186 _ . - . _ _ _ _ _ - REQUIRED STORAGE VOLUME 4,917 CF REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME = 31,666 CF PROVIDED STORAGE VOLUME DESIGN __... _ _ ROOF AREA* 11,334 X 1.0 X 2/12 = 1,889 _ .................. ...... _..._..._.............................. PROVIDED STORAGE VOLUME DESIGN _....USE (6) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH 0 100.88 CF/VF GRAVEL AREA 2,917 X 0.5 X 2/12 = 243 STORAGE VOLUME IN DRAINAGE RESERVE AREA 'B" = t 55,000 CF -- STORAGE VOLUME IN DRYWELLS: 6 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF = 1 9,079 CF - - --- - - - - ---------- - - --- - -- - -- ----- - - - - / = LANDSCAPED GRASS AREA 57,032 X 0.3 X 2/12 2,852-- -.. _...... _ _...... .... _............. .. .. _ REQUIRED STORAGEVOLUME = ............................................................... 4,984 CF .............................................................................._....._.........._...................... PROVIDED STORAGE VOLUME DESIGN ......................................... ..................... ............................................... USE (6) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH 0 100.88 CF/VF STORAGE VOLUME IN DRYWELLS: 6 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 9,079 CF -2.20 FFE= 0.00 GFE= -1.75 -2.00 Unit Type A -2.20 -2.20 N ( 1) (n N N� N N Ln Ln O O 400.00' I. PER THE GEOTECHNICAL REPORT PREPARED BY SLACKE TEST BORING, INC. DATED DECEMBER 7, 2006 GROUNDWATER WAS ENCOUNTERED IN TEST BORING 2 AT 17'-7" BELOW GROUND SURFACE AND ALSO IN TEST BORING 3 AT 25'-7" BELOW GROUND SURFACE. THEREFORE, GROUNDWATER IS ASSUMED TO BE AT OR BELOW ELEVATION S. 2. DRIVEWAYS TO BE PITCHED TOWARDS THE ROAD AND SHALL BE 1% - 5% SLOPE. 3. MAX SLOPES TO BE 1V:3H UNLESS OTHERWISE NOTED. 4. GRADES TO PITCH AWAY FROM BUILDING FOUNDATIONS. 5. CONTRACTOR RESPONSIBLE TO PROVIDE POSITIVE DRAINAGE FLOW OVER THE SITE. BIRD BATHS AND PONDING AREAS (OTHER THAN AS DESIGNED) ARE NOT PERMITTED. 43G�FFINGSTREE7 Earthwork Notes -- - 1. EARTHWORK FOR THIS PROJECT IS INTENDED TO YIELD A BALANCED SITE UPON COMPLETION OF THE PROJECT, I.E. 0 CY CUT AND FILL MATERIAL NEEDED. 2. IT IS NOT ANTICIPATED THAT ANY MATERIAL BE BROUGHT TO OR HAULED AWAY FROM THE SITE FOR USE AS FILL TO ACHIEVE SUBGRADE ELEVATIONS. 3. THE CONTRACTOR SHALL UTILIZE ALL NON -IMPACTED ORGANIC MATERIAL AS TOPSOIL IN LANDSCAPE AREAS PROVIDED THE MATERIAL IS APPROVED BY THE ENGINEER. 4. ALL EARTHWORK SHALL ADHERE TO THE APPROVED SOIL MANAGEMENT PLAN FOR THE PROJECT. 5. THERE SHALL BE NO LOAM OR ORGANIC MATERIAL USED UNDER ROADWAYS OR FOUNDATIONS. ONLY CLEAN SAND AND STRUCTURAL FILL TO BE USED AS APPROVED BY THE ENGINEER. 1 1 1 ENEMY ENEE NNE ENE 1 1 I` A 1 1 H 1 1 L- 1 cl> 1 j G o 1 I C I i- - - -L - - - - - - - -O 1 I 1 1 I 1 0 0 0 1 ~ F 1 E I TYPICAL UNIT J AREA Drainage Area Map TOP OF -APRON + 3" FROM GUTTER 1%-5% DRIVEWAY GARAGE Typical Driveway Grading Profile COVERED PATIO AREA FFE= 0.00 GFE= -1.75 N.T.S Unit Type B COVERED PATIO AREA -2.20 -2.20 FFE= 0.0 GFE= -1.75 -2.00)- -2.2O 2 CAR GARAGE2 CAR GARAGE -2.00 -2.00 -2.00 -2.20 DRIVEWAY DRIVEWAY Z t KK U') Typical u� Typical Unit Grading Scheme N.T.S FFE = 0.00 GFE= -1.75 UNIT rrojea i me The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for PATIO RED -2.20 Not Approved for Construction Drawing Title FFE= 0.0 GFE= -1.75 Overall Grading and Drainage Plan MAR 0 3 2015 Southold Town Planning Board 2 CAR GARAGE -2.00 -2.00 DRIVEWAY DRIVEWAY 2 X KK �� �LO 1 Site Plan Completeness 3/2/2015 AVL No. Revision Date Appvd. Designed by DEP Drawn by DEP I Checked by A VL CAD checked by A VL Approved by KPW Sale 1„_80, Date January 2, 2014 rrojea i me The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for PATIO RED -2.20 Not Approved for Construction Drawing Title FFE= 0.0 GFE= -1.75 Overall Grading and Drainage Plan -2.20 x-2.00 DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number Cb C. M C-300 Sheet of 5 14 Project Number 29305.00 29305.00_ GD. D WG 2 CAR GARAGE 2 CAR GARAGE -2.00 -2.00 DRIVEWAY DRIVEWAY 2 X KK �� �LO -2.20 x-2.00 DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number Cb C. M C-300 Sheet of 5 14 Project Number 29305.00 29305.00_ GD. D WG 0 W O I O O 0 �I O M N I z W CO Z Q J J / Q w N M M I- p 4 3 , LLJ M. ,h a , .. a e S38'30'50"E (DEED) ,,. .. t,r z, y w S38'24'20"E (ACTUAL) 29 30 „ _ 33 -+-� _ �-",_ ' 30 31 33 32 0 - o ' x -32 31 32 36 -�SYS1EV rD 32 33 f lll31.50 12 - . i,_; 31 30- t777 c �� y6 t --► 30 0 5y J3 J2 �x , ...� 33 3 29 J1 , JG � Eg5 �, _ DW " 2 )l 7 CPP FES 2d �k 15 / 24.00 14' 27 F co co 26 2.40 � x 32 %.y 3 _ 00 ^ ' `" 25 �, 33 d4 34.00.34.00 x 33.00 l , 34.00 :. 34.00„ •S 33 „. Q m M 270 x 27 I 26 25 24 X200 *67,000 CF O i v 35 32.70 1 33.05 y 3p 2! " I 2 B I B ?3 \ tSAPACITY f e DIF 12' 3240 34 33 33.05 B � . ,.., . 80'T. EL, z4.00 ' n >r x 35 3295 FFE = 35.20 , DW p h� B 3204,E a R=30.15 HWL.. FI J.00 = G 45 3 4.20 30.5 p 7 / $ 32 &31 WE = 36.20 FE =34.453220: GFLr x �* FFE 36.20 FE 33 �i / 8 WE = 34.90 ,., B GFE = 34.45 G 34.20 2" ' x 2.45 / 33 DW 5.35 .. 32/0 GFE - 33.15 FIFE = 35.25 34. 34.60' . R=3200 3 3 p0 'x 327 34. 6 CPP,: o F� f 3 . 3290 GFE = 33.50 "t^.. 24.00 1 ,3320 , ... VE N GFE 33. 32.90 3200 - „. .... 724:50 OF 1Y 33.25 , 3310 �.50 ... rj 33. 34.00 3 33.00 x O 33.10 / 33.50 0 34.00 34.00 x 33.00 32.20 `"� x 33.35 2.70 x 3 3260 1.25 / 30.10 x 3270 D DW 2 40 4Y � g 33.25 • 33.05 33.05 9+52 21 It=3325 13225 3X X31.00 gX40 x . .: 75 T . W 33,95 33.7@.:. x .� .. � �^ x' 3 X� 3z 3X15 `32 15 W325o 33.75 3x� 34.09 x x'' 3240 32 3X20 31.05 W 33. SS 31.51 3235 3265 10+00 �� 1 F00 - B 31.05 X Q� in 1�30.75 r- r 33.65 � � CY,��Ko ���3 0k k x /�Z ~� _ 31.3815 8+00 1 _ �� x D 3200 31.75 3065 x30.10 "��n h' / ti _ R` ry 3255 _ 34.15 1!•3300 33.25 132 43 \ 31.25 o , 4 � / x - - I - � x 33.05 3200 �j Cil • h 25 2 pW . w, 34.15 31.05 r �C Vc� H 17 \ R=33.00 - 32W \ 3075 31.05 / i' x r ?.� �, 31.75 4' w M 5+54.15 A0 x 33 25 33.60 3210 3260 x F M 33.65 $3.52 / 33.00 33.00 15` R-3200 33.15 34.40 33.40 33 `" by / / z 0 34.44 33.60 , 3&60. 33.50 20 , 13+11.11 „ 33 e , � 33.65 x 3250 3250 c � ' 33.50 v. ' ;, .30 30.60 x Q 3235 x R 3L -33.65 � I. 00 3330 � 34.40 x �� 33 W 32 ' 430.10 � 40 t FFE 34.80 30 41 • 60 x �.) 2 W x � k M N �. �. ,',� ' x 33. 36.40 133.40 FFE 35.60 (3255 GFE 33.05 R 32 FE = 35.00 3250 GFE 33.60 GFE = 33.25 32 x 33. � 34.55 . % � 31.65 • r 3240 � �61 �2 63 � � � w w 0 O I 5$ < 4.50 .50 5.50 x p 54 G = 32.48 = 3.75 3275 FE 2.75 GFE 5a a 33 4A 3210 3260 30.10 }� h 0 3.75 �� 3260 $,S 56 34.20 33.40 ti r 'T B y S'r 31.05 N 3260 B 5 20 x , - ✓ . • � 30.75 I B 33. x x � / 3.`6.25_ ti 3205 0 3270 3230 1.50 �/�/ 31.55 3255 Oy L Iii N " M x ' 2 _ 41l 1 s M .. 30.65 x d 'S ♦ 31. `�? 31.75 4' I 33.30 34 3� 31.75 x.31.95 3250 Rw31.00 � X75 x 31.00 �i1.55 DW �" 32'!5 � i 5 R3225 33 +;i► x o m owl .20 X.75 Mt \ 3275 /.2 tT i N1 32.05 15 3295 32.75 1' It=31.f0 30.41 1� > Cp - 32 31.25 i R-31.00 YT o x 32.5 , 3.65 31.55 _ V) 3275 x W32.10 \ ` x 1.80 23 _ 31.55 � 3255 �+� 7 .. 1=31.00 31 31.75 - - / O 3215 k 30 9 i 2 3X55 3255 �0 32. ` 31.45 00 2.00 N w 28 19 35 2 O \"X k\ 1 ! 32.15 x 31.35 i i �* 31.50 27 -1� Ill �� �c 31.5 235 31.78 7c 32X30 I 15 y -- R=33.35y X. 33.45 s. ' IG • 109 A FFE = 35.4: Z 17 ' GFE - 33.71 to • 33.25 OD J w o I 31'SO 12 33 YS m IN N b' N N- 31 32- 32 31 N 36'54' 20".W r„ 342.5 �^► .. 35371, 4-1 �„i G F5 R=�10 R=32.00 F4 F3 F2 32 7- 34 � � j34 50 ..,.� 000 A## 0- 0V Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 MAR 0 3 2015 Southold Town P12nnina Board Project Title The Heritage _ At Cutchogue Cutchogue, New York Town of Southold Issued for 124 Not Approved for Construction WE = 37.95 Drawing Title GFE =:36.20 35 Grading and Drainage Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number to('�-311 C�O ' F i Sheet of 4F " 6 14 •v� ,!. if Project Number 29305.00 40 0 40 80,: SCALE IN FEET 29305.00_ GD. DWG 1 Site Plan Completeness 3/2/2015 AVL No. Revision Date All Designed by DEP Drawn by DEP Checked by AVL CAD checked by A VL Approved by KP W Scale 1 "=40' Date January 2, 2014 Project Title The Heritage _ At Cutchogue Cutchogue, New York Town of Southold Issued for 124 Not Approved for Construction WE = 37.95 Drawing Title GFE =:36.20 35 Grading and Drainage Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number to('�-311 C�O ' F i Sheet of 4F " 6 14 •v� ,!. if Project Number 29305.00 40 0 40 80,: SCALE IN FEET 29305.00_ GD. DWG 0 c1 I 0 O 6 O r7 rn N W C/) z Q J / O J / 0 Q U / w 0 O _ U I U w 0 Q w O 0 LO O r7 N / 0 0 0 Q O N Ln O O N O c U O O u) N 7 '0 N _O W w z O a 0 Q r7 N O O L2 O N O L U O T O u) _0 Q) 0 In 11 30.75 x t-31.01) 9 x IS x 2.45 33.05 i, Dw B 72 tee. R.3200 7 e1) , ' p0 _. x _ .. .. SC 33.50 �./ / 31.45 31.20 DW 32.45 v x x •x U. 329 8.3200 f 32 8 '12' � 32 ♦05 /� 1a2w M , M 31. M50 3t.32 y , �"" = -► . �� R -3o.50 S� / 38- 31.45 1$k�p/ , 32 31.95 N 37'13 30"W 33 5`ob 1.95 y . 31.20 I16 4 165 x 1 + 3 3 0 %X50 31 32.0 31.45 31.10 x by 31.6. 33 by °'� 31.30x 14 M 3210 4' �O y ♦ � 3i. � � O 3010 31.45x ,;x� / R�30.50 I rni 34 �� ,y3 31.50 _. 31.65 LO/ LP 35 33 x 31.1° c+cc.o+ �,yo 3130 1.65 x 3 i , 31.65 _., 35.05 • 351!0 x _ . 3q %- 35.90 - 97 35.90 x35.1)5 93 �2.^o A" 0 35.30 e 34.95 '4 A X3.20 � •50 FFE = 35.50 FFE = 37.30 'C FFE = 37.25 FFE = 35.50 GFE = 33.50 DW •� �p�j GFE = 35.65 A 36.00 GFE = 35.50 GM = 33.75 x 31,30 (� FFE = 38.00 ,�6 J ugh FFE = 38.00 GFE = 36.25 FF( 37.25 , GFE 36.25 GFE, = 35.50 x �, x 33.50 x t 5� x 35.10 s' 33.30 x33.50 33.30 31 f x •00 35.10 35.90 31.00 x 3525 X +♦ 33.50 4 I I 35.34 35 25 r' MH 31 5 ' ' , 4 x �1 } W W 36.00. • hh Rw32sb 113215 31.30 39.00 32.45 r-31 0 1 YS 00 CMr p - R�34.25_ p 34.25 ` " 3295 I�W O .25 5 m �. 3410 � �..' x x 250 O ; 4. 34.50 x35 � x ^p 1G qF 8.31.75 6 `L9 25.50 1LODY 10+00 ' "3h 11 +Odt+35.37- :12+00 `�S 13+00 '" � : y- �230 3031) 3250 M 32 ,,... ' ' DW-- 3250 r - ��� 33.17 ,50.30 36.60' �'� ' 35.20 - 1 1 3 -08.43 GRIFFING STREET 00 00 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 E C E� U E MAR 0 3 2015 Southold Town Planning Board Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Not Approved for Construction x 35.10 35.75 �+.. 1rFE 36.00 GFE 34.25, 3.. 9 FES �!p 35.75 GFE = 34.25 32 0•. >I Drawing Title 33.90 35 33.90 32 Grading and Drainage Plan 34XA 75' BUILDING SETBACK -SYSTEM D 1-••- ° -•••► , - 33.50 12' 34 , I - 50 F ER 34 7 7 36 35 37 DIST 1000; SEC. 102; BLK I LOT 33.3 r ... Drawing umber r f C-3 2 2009.51' (DEED) ..'' ...�`' a u �`� • 2009.22' (ACTUAL). q ° Sheet of O v.; 7 14 40 0 40 80' project Number SCALE IN FEET `. - Y :� 29305.00 r 29305.00_ GD. D WG 1 Site Plan Completeness 3/2/2015 AVL No. Revision Date Appvd. Designed by DEP Drawn by DEP I Checked by A VL CAD checked by A VL Approved by KPW Sale 111=401 Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Not Approved for Construction x 35.10 35.75 �+.. 1rFE 36.00 GFE 34.25, 3.. 9 FES �!p 35.75 GFE = 34.25 32 0•. >I Drawing Title 33.90 35 33.90 32 Grading and Drainage Plan 34XA 75' BUILDING SETBACK -SYSTEM D 1-••- ° -•••► , - 33.50 12' 34 , I - 50 F ER 34 7 7 36 35 37 DIST 1000; SEC. 102; BLK I LOT 33.3 r ... Drawing umber r f C-3 2 2009.51' (DEED) ..'' ...�`' a u �`� • 2009.22' (ACTUAL). q ° Sheet of O v.; 7 14 40 0 40 80' project Number SCALE IN FEET `. - Y :� 29305.00 r 29305.00_ GD. D WG I 0 0 ori 0 rn N w V) Z J d i 0 J i 0 Q U i W D CD 0 U U W U Fy w 0 0 0 r7 N v 0 L ~s= 0 00 L0 L6 0 N N O L U D T v c 0 0 a. LJ z 0 0- 0 00 N d - L2 O N N O L U 0 c 0 0 0 V) S38'30'50"E (DEED) S38'24'20"E, (ACTUAL) 33 31 : t }5 LA t�Z 7 / PRIVATE WELL \ x�a L \ 7 \ � 100' PRIVATE \ WELL SETBACK cr PRIVATE WELL %, I �o o o 0 m S37'13'30"E (DEED) I. S37 -04'30"E (ACTUAL) 221, � I JL - \ 3' ILLJ �- I s3 DV 1 -32 0 \N I )\ O Z • 1,901.44' ,.,(DEED) ,/1904,$0' (ACTtiJAL) 2009.22' (ACTUAL) �— PRIVATE WELL I I n p f I 1. /1--,'-150' PRIVATE WELL \ SETBACK \ 100- PRIVATE WE / SETBACK \ Sanitary Calculation Summery 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) O 225 GPD/UNIT = 450 GPD ALLOWABLE DENSITY = 600 GPD / 40,000 SF SITE AREA/ GROSS LAND AREA: 2,003,582 SF Septic Tank Design POPULATION DENSITY EQUIVALENT = 600 GPD/40,000 SF x (.75 * 2,003,582) SF = 22,540.30 GPD SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIRE A SEPTIC TANK SIZED (ALLOWABLE) TO STORE 2 DAYS DESIGN SEWAGE FLOW REQUIRED: 450 GPD x 2 DAY STORAGE = 900 GAL Overall Design Sewage Density /Flow PROVIDED: (1) 8" DIAMETER x 4' LIQUID DEPTH SEPTIC TANK = 1,200 GAL '! PROPOSED STRUCTURE USE: PRC UNIT BETWEEN 600-1600 SF GFA = 150 GPD/UNIT Sanitary Leaching Pool Design PRC UNIT BETWEEN 1600-2000 SF GFA = 225 GPD/UNIT DESIGN DENSITY: 40 (1,999 SF CONDO UNITS) O 225 GPD/UNIT = 9,000 GPD REQUIRED: 450 GPD / 1.5 GPD/SF = 300 SF 90 (1,599 SF CONDO UNITS) O 150 GPD/UNIT = 13,500 GPD PROVIDED: (1) 10 FT DIAMETER x 10' EFFECTIVE DEPTH = 31.4 SF/FT x 10 VF = 314 SF TOTAL PROPOSED DENSITY: 22,500 GPD 1 22,500.00 GPD < 22,540.30 GPD (ALLOWABLE) ok. Q Sanl 'tart' System "D" COMMUNITY CENTER DENSITY WAS CALCULATED AT AN ADDITIONAL 300 GPD No. Revision Date (2)- 1,6000 SF UNITS Designed by DEP I DESIGN DENSITY: 2 (1,600 SF CONDO UNITS) O 150 GPD/UNIT = 300 GPD S anitary System "A" CAD checked by A VL Approved by KPW Scale 1"=80' Septic Tank Design (4)- 2,000 SF UNITS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIRE A SEPTIC TANK SIZED DESIGN DENSITY: 4 (2,000 SF CONDO UNITS) O 225 GPD/UNIT = 900 GPD TO STORE 2 DAYS DESIGN SEWAGE FLOW REQUIRED: 300 GPD x 2 DAY STORAGE = 600 GAL Septic Tank Design PROVIDED: (1) 8' DIAMETER x 4' LIQUID DEPTH SEPTIC TANK = 1,200 GAL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIRE A SEPTIC TANK SIZED Sanitary Leaching Pool Design TO STORE 2 DAYS DESIGN SEWAGE FLOW REQUIRED: 300 GPD / 1.5 GPD/SF = 200 SF REQUIRED: 900 GPD x 2 DAY STORAGE = 1,80OGAL PROVIDED: (1) 10 FT DIAMETER x 7' EFFECTIVE DEPTH = 31.4 SF/FT x 7 VF = 219 SF PROVIDED: (1) 10' DIAMETER x 4' LIQUID DEPTH SEPTIC TANK = 2,000 GAL Sanitary Leaching Pool Design REQUIRED: 900 GPD / 1.5 GPD/SF = 600 SF Community Center Sanitary System PROVIDED: (2) 10 FT DIAMETER x 10' EFFECTIVE DEPTH = 31.4 SF/FT x 20 VF = 628 SF DESIGN DENSITY: 300 GPD 5anitaiy System "B" NOTE: SYSTEM TO BE DESIGNED FOR 300 GPD FLOW Septic Tank Design (4)- 1,6000 SF UNITS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIRE A SEPTIC TANK SIZED DESIGN DENSITY: 4 (1,600 SF CONDO UNITS) O 150 GPD/UNIT = 600 GPD TO STORE 2 DAYS DESIGN SEWAGE FLOW REQUIRED: 300 GPD x 2 DAY STORAGE = 600 GAL Septic Tank Design PROVIDED: (1) 8' DIAMETER x 4' LIQUID DEPTH SEPTIC TANK = 1,200 GAL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIRE A SEPTIC TANK SIZED Sanitary Leaching Pool Design TO STORE 2 DAYS DESIGN SEWAGE FLOW REQUIRED: 600 GPD x 2 DAY STORAGE = 1,200GAL REQUIRED: 600 GPD / 1.5 GPD/SF = 400 SF PROVIDED: (1) 8' DIAMETER x 4' LIQUID DEPTH SEPTIC TANK = 1,200 GAL PROVIDED: (1) 10 FT DIAMETER x 13' EFFECTIVE DEPTH = 31.4 SF/FT x 13 VF = 408.2 SF Sanitary Leaching Pool Design REQUIRED: 600 GPD / 1.5 GPD/SF = 400 SF PROVIDED: (1) 10 FT DIAMETER x 13' EFFECTIVE DEPTH = 31.4 SF/FT x 20 VF = 408 SF 4 + 0 8.4 3 GPIFFING STWE1 N37'13'30"W Utility Notes 1. ALL WATER AND SANITARY DESIGN SUBJECT TO APPROVAL BY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AND WATER AUTHORITY AND SHALL MEET ALL OF THE REQUIREMENTS OF THE SAME. 2. ALL DRAINAGE PIPE AS FOLLOWS UNLESS OTHERWISE NOTED: • ROOF DRAINS HEADERS SHALL BE 10" CPP WITH A SLOPE OF 0.5% • ROOF LEADERS TO BE 6" CPP • DRYWELL CONNECTING PIPE SHALL BE 15" CPP WITH A SLOPE OF 07 3. SANITARY PIPING TO BE MINIMUM 6" DR -18 PVC OR CAST IRON. 4. WATER PIPING SHALL BE C900 BLUE BRUTE DR -18 PRESSURE PIPING OR APPROVED EQUAL. WATER MAIN TO BE 8" WITH 6" HYDRANT CONNECTIONS. 5. THERE SHALL BE A MINIMUM OF 10 FEET OF SEPARATION BETWEEN WATER LINES AND SEWER/DRAINAGE LINES. 6. THERE SHALL BE A MINIMUM SEPARATION OF 20 FEET FROM SANITARY LEACHING POOLS TO ALL DRA'S AND DRYWELLS. 7. THERE SHALL BE A MINIMUM SEPARATION OF 10 FEET BETWEEN SANITARY LINES AND WATER/DRAINAGE LINES. 8. ELECTRIC AND GAS SERVICES PENDING COORDINATION WITH PSE&G AND NATIONAL GRID. 80 0 80 160 SCALE IN FEET :s 000 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 MAR 0 3 2015 Southold Town Planning Board Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Overall Utility Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number C-4 Sheet of 8 14 Project Number 29305.00 29305.00_ U T. DWG 1 Site Plan Completeness 3/2/2015 AVL No. Revision Date Appvd. Designed by DEP I Drawn by DEP Checked by A VL CAD checked by A VL Approved by KPW Scale 1"=80' Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Overall Utility Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number C-4 Sheet of 8 14 Project Number 29305.00 29305.00_ U T. DWG 0 O L0 ---_ CN w \ U / Z � Q J J ::D \ \ CD / 0 _ \ w �. 0 / Q / _ 33 34 w 35 36 0 0 0 \ �� �r i w w 0 / °'' N° I 0 o /s 1-4 o,, I L 0 7 \ 0 / l 0 / N / N \ / O \ U / L O \ T /O 0 1 C � \ _0n IL I / U-) _V W I Z 1 n \ 0 a 00 N N \ O / 0 \ \ O \ N W o \ _ 0 (n J H5 \ R=33.10 H6 R=33.10 I OII SYSTEM B-20 1 S37 -13'30"E (DEED) S37 -04'30"E (ACTUAL) 221,47' / _ \ 38 \ 36 \ 35 34 I 33 SYSTEM C-4 - \ --. 32 O— b eo� N o I P LO Z * I \ N Co 100' AND 150' PRIVATE WELL SETBACKS (TYP) 1..t il...�� 1 �p U Ld 110. 111 I 113 116 1 u3o I ill r Is • ) 106 I I e I 112 I e I 114 I 11 I e 117 I A I JI A I A I A e e e I e R�34.10 �"(%-120Z 17. I I N o • = It 6u 00 _ sv. 00 _ L co -SYSTEM 6z' 33 - — - - — - - — - - — - E l I �h l SYSTEM A-6 C0 A M 31.50 I Is X50 ~SYSTEM C-5 0000 --- --- - ----� ---- ------ — - • l SYSTEM A-7 F6 F5 �501 N R=32.50 34 R=32.00 F4 F3 F2 F1 SYSTEM C-6 34 E4 E3 E2 E1 N 19 • 3500 • • • • • • • • • • -zt N N 31 36 37 32 32 31 4 ... .*--....... ,.. .•..rte / N3654 P 2(yp W / L11-1 30 31 _ 32 33 ------------- C' a nn --a— — A —_ zc / \'\ 35 —= %!SYSTEM C-3 SCALE IN FEET 000 4 00 ll Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 13 C E H E MAR 0 3 2015 Southold Town Planning Board 40 0 40 80 SCALE IN FEET 000 4 00 ll Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 13 C E H E MAR 0 3 2015 Southold Town Planning Board Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Utility Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number VC ;.f-401 1 C 0 ul Sheet of i 9 14 6 , o Project Number 29305.00 29305.00_ U T. DWG 1 Site Plan Completeness 3/2/2015 AVL No. Revision Date Appvd. Designed by DEP Drawn by DEP I Checked by A VL CAD checked by A VL Approved by KPW Scale 111=40' Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Utility Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number VC ;.f-401 1 C 0 ul Sheet of i 9 14 6 , o Project Number 29305.00 29305.00_ U T. DWG 0 O L0 0 r7 rn N w U) z a J 0 0 Q U 1-1w D U O U U w c� Q w _ 0 0 u; 0 M N / 0 0 a� 0 n it n M O co di u7 O N N 0 C_ U 0 0 C: 0 a� 0 a_ rr w z O a 0 n N N N O L U 0 0 C 0 Q) 0 1n , „_. IFIR 27 32 y .._ ,. ,. .. I 33 29 28 j oa os 30 31 32 33 SYSTEM B-3 32 33 J2 • -32 31 31 _.._._ It=30 75 30 itw21.1D• _ .. 30 29 �^ • 31 I i- 17 CPP 28 24.00 11• 27 \ , Coo 1 -24.00 26 10 9 N r 25 e i "!" ` `. SYSTEM B-2 �J i SYSTEM DRA D . , B-15 ±67,000 CF _ , .., " e DIF wnt . CAPACITY 4.50 1r 4) \ 3 \ BOT. EL 24.00 -t0.5o o SS �. HWL EL 29.00 ... _. - 09 61 N 0 6 _. : v" / _V_ 2400 .." 7 DIF I CO / e R•. U+ < ii 2 24.50 12r'A 5 -IM50 • ld. / �1 _.. •" � �, , AD LF 15. R • 07. O •' 16 s <. ._ .Y 75 .10 RD *- 14 M z�1.15 4 - - - - - - - - - - - - - - - - - - - - - - - - 24.52 IN 1 � 3? .• ! r ' / 3 73 I� _ ` 'I �, .. J 1 • 1 � � � t� � �� R 31.50 � - ... _. n . , _� D N '► .49 <.< :" � � - :. Vim'. •25 3! M Al2 n o -zo.5o SYSTEM Ilkp 12 1930.12 �' - INV 25.50 E 7.07 N / y SYSTEM B-4 / 0-2&74 LW v , F=31. , QW _ • i .. Itr2l.75 / " "� 8=31.00 � _ .._ .._ �" �� _ �p \.. V . _ A10 R� SYSTEM �� R=30.25 r Ti R=2l.SD R 2150 N B-5 _ �p 3 \ 3p Int -21.75 A10 e, t \ \ y ^ m co / R-30.67 a r Co llzk N3 (76 931.00 N3 �. (N) Al Dw / N UNl.7Y CEN ER R=29.45 Y , r FAAW .•00cli Y DRA C ••• CF ----�- R 3200 v �0 CAPACITY 1 DIF WELL \ BOT. EL 27.50 12, SYSTEM B-9 SYSTEM EL 29.50 ; n s R=3200+ \ B- 7 HWL -1400 ` 0 R=32.75 R Z 1 \ DW ` R-31.40 / �' _ _ • 5� Sl / 2 DIF VOL \ M AItlESEM ti' 2S.00 12'r -2500 HYD 6 9 1 � SYSTEM \ � 35 SYST �+�+ PROP ED METER BOX DW I 72 ` 9 L�' SB -5 i CO ' �' �' 0 �-1 W AND R Z (SEE DETAILS) R-3200 1 7 $ L OD Dw • W / R=32 \ 32 1 INSTALL THRUST, BLOCKS \ / ✓ 3 pF \ ON ALL BENDS IN WATER \ DW \\ 1 MAIN (TYP) 1 R-3200 2 1 / \ ( / 15 -woo t 10 S5 SYSTEM 8-12 /SYSTEM 8-6 _- � 2 50.63 • 32 36 X 37 .5� 3oso . �%-.. I 32 SBYSTEM \ 1$kQ�/ M 400.00' \ N37'13'30"W 33 \ \ •� \30.50 16 \ 31 • 3210 =21.10 33 \ / M 14 M SYSTEM A -3•M500 x _ SYSTEM _.- -251s 34 f 30.50 �1 ; 33 I ji_ 57 53 52 �` • "' `` �' o , A 1 TU ( A 1 • 30.50 O� J2 ti9 HYD/ / x I I I I �r _0 31 \ r - - - • I777�� • oy�/ \ 1 I I w �� I GQ \ 31;,5: \ �1 ^�� R=32101��s n • 1 ' • I SYSTEM I 17 CI - pW " *► r 3157 y xxx Gr` x Moo w W x21.12 W O'�b R 3 5 Y ldy i -1 -2500 p p - 1.25 8-34.25 p, ' R=34.25 r �D,. R=3250 k�, • 30. 4'r .F 35 It -3525 PROPOSED d" WATER 134.25 32 C'�A MAIN LOOP (T1T.) = 7 �� 10 41 LF 15" AD• '�,°1925.50 DIF 12' 10+00 ^�`0 11+00 12+00 �S 13+00 3sr RCP A.5X 33 RCP • 0.5x75 / 63110 s� -11.So 10 • 0.5x-,. - W W W W W W W 7 tib i1w32oo R -31l0 �35R- Ao R-34751 R 34.25" �S / \ r \ SB- - • • 33. r.. • «-� - - - - 00 SB -6 DRA B �1 1 \ \ ±55,000 CF x CAPACITY -33.So 1 �'�• / CO 2 BOT. EL 25.00 ' I I o , WL EL 30.00 , I H o e121 l 122 123 124 t` � A e I A 1 AD ( R 30.10 1.0 _ R 3150 126 • 1A e - - � ,- 110 LF 15 / ! � 'RCP • 1 x '� / �215012' I DO cD24.00 ,r.s> 35 CD 32- SYSTEM C-3 \ X -SYSTEM D \ -2sso \ 3150 1r SYSTEM A-2 i '� 34 34 _... 37 36 35 II \ti x 150' PRIVATE WELL SETBACK / ' PRIVATE AEI I SETBACK\ Sirlo1 • ° PRIVA 4, xmax.-..�-_X X�x+,., X -X _.�. - - - - - _x -- x- - / \ 2009.51' (DEED) 1 \ ' % 2009.22' (ACTUAL) \ Q \ I ' C) I I I PY PRIVATE WELL I I I I � � I 1 \ 150 PRIVATE WELL SETBACK \ \ \ U U X'nm 2M > v EXTEND EXISTING WATER MAIN ON SCHOOL HOUSE LANE AND CONNECT TO SITE (COORDINATE WITH SCWA) 43 GRIFFING STREET 40 0 40 80 SCALE IN FEET Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 D ECCE E MAR 0 3 2015 Southold Town Planning Board 1 Site Plan Completeness 3/2/2015 AVL No. Revision Date Appvd. Designed by DEP Drawn by DEP Checked by A VL CAD checked by A VL Approved by KPW Scale 1"=40' Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Utility Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number i C-412 Sheet of 10 14 Project Number 29305.00 29305.00_ U T, D WG D- W I 0 0 ori 0 r0 0) N H W (n z Q J / 9 J / Q O W 0 O U 0 W 0 Q D' W O 0 0 M rn N / o_ 0 _T) 0) c Q 0 .c 0 J a - N L6 L2 0 N N L U 0 d C 0 N 0 IL F_ W z O CI_ D n N 0 4 L2 0 N N O -C U v T 0 C 0 N 0 V) C. c � _-r�,:.• a ?,.,„.,, s ;,..., « ✓ ".'' ,, � " ,; -.., ,,�-: - '; � � "f N 25 i4 A UA 0 c0 ....n zc z. >r" as �. C" N O ^ < _ O. O - 2 y - 'O N , , ^, r , µ• , , 0 7 8 4 _. .i ' G a Ul , 4 "- .r - _. ' ..,, •. ., ..- L :; .;., ,..._ t __._._.z • . . ,,, - ' r -'cif '!t - i r O C .a I AV F [ a ;...;;: t Y C LE 11 ft D x 11 INLET PROTECTION OFF SITE AS NECESSARY .o- t w. fr ._. 4 . x e ^ „ r ``. � ' , i. Viz. \ ,� - r 37'04f cr �. 1_ 95.00' +' 0. U` ¢' 4 ,.., ,, _ % ,----__-� : x, -- . o p GRIFFING STREET , Co t .o , i ? ni .''iF'f•. ,.,, ``. � -.. n,,,`-,.._, • .f,lf ' "� .3fi.wr�vxM:::," U% V ! i f t - STABILIZED CONSTRUCTION w CJS t �� f . ,,'''" '•\ "- .,, `,.. ,;,, e �,,`� �. , ,". N N ACCESS FOR ALL THREE n fn s' `G�, PHASES To F n 1w=0 MOWN ell, 11i N) Cn C11 p 2 -1" x c t 3 \:d } ;i \ j, , , , ^ F< , , S37'13'30"E DEED '- f ` -' S37'04'30"E (ACTUAL) 221.47' t. � D k 400 00 3 .. N 713f3ffW0 f f— \, AREA .. —`� "w ws� #I f ' \.\, •.... j'. STAGI LLJ ALL THREE ST s. I O00 p t, A < Z < , r v w: l yt.' � . , .. a r i r` /> I Y, O i t W `. S. i t F"}:I ,� r _ i R t� 1k . " ' �, �....,. _ ✓.✓✓ �� t 4n 1551 � -' � , - ., `;:.',/ r ZLn I " �. : , i Ln OD 34 ^ b . , >t ^- "e 1:: ^--- --- --_ 38 37 ----------------- 3b - 35 i 33 SILT FENCE TO BE, INSTALLED AROUND ENTIRE SITE i (TYP,) Typical Erosion & Sediment Control Layout SCALE: 1"=40' Erosion Control Notes 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 PROGRESSES. BUT THE FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVED: A. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO AS TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF VELOCITIES. D. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. E. SEDIMENT SHALL BE TRAPPED ON THE SITE. SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO "THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". 2. SEDIMENT BARRIERS (SILT FENCE, STRAW BALES OR APPROVED EQUAL) SHALL BE INSTALLED AS REQUIRED ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION OF THE WORK. NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES, WETLANDS OR ROADS. 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE RECOMMENDATIONS. 4. STOCKPILES THAT ARE NOT STABILIZED SHALL BE SURROUNDED BY SILT FENCE , AND INSPECTED AFTER STORMS AND AT THE END OF EACH WORK DAY. 5. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF SEDIMENT BARRIERS, SEDIMENT TRAPS, DANDY BAGS, ETC., AS REQUIRED. 6. PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT LIMITED TO, CLEANING OF SEDIMENT BASINS AND TRAPS, CLEANING OR REPAIR OF SEDIMENT BARRIERS, CLEANING AND REPAIR OF BERMS AND DIVERSIONS, AND CLEANING AND REPAIR OF INLET PROTECTION. 7. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. 8. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED. 9. SEDIMENT BARRIERS AND OTHER CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED, AFTER PERMANENT STABILIZATION, PAVED AREAS SHALL BE CLEANED AND DRAINAGE SYSTEMS CLEANED AND FLUSHED AS NECESSARY. 10. THIS PROJECT DISTURBS MORE THAN 1 ACRE OF LAND AND FALLS WITHIN THE NYSDEC CONSTRUCTION GENERAL PERMIT PROGRAM AND MS4 JURISDICTION OF THE TOWN. THE CONTRACTOR IS ADVISED THAT STORM WATER POLLUTION PREVENTION PLAN DOCUMENTS HAVE BEEN PREPARED AND A NOTICE OF INTENT HAS BEEN FILED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL PREVISIONS ON THE GENERAL PERMIT AND SWPPP DOCUMENTS, INCLUDING COORDINATING MANDATORY INSPECTIONS AND MAINTAINING SWPPP DOCUMENTS ON—SITE FOR THE DURATION OF CONSTRUCTION. 11. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SOIL MANAGEMENT PLAN. Dandy Bag Notes 1. INSTALLATION: 1.1. EMPTY DANDY BAG SHOULD BE PLACED OVER THE GRATE AS THE GRATE STANDS ON END. 1.2. IF USING OPTIONAL OIL ABSORBENTS, PLACE ABSORBENT PILLOW IN POUCH ON BOTTOM OF THE UNIT. ATTACH ABSORBENT TO TETHER LOOP. HOLDING THE LIFTING DEVICE (DO NOT RELY ON LIFTING DEVICE TO SUPPORT ENTIRE WEIGHT OF GRATE) PLACE THE GRATE INTO IT'S FRAME. 2. MAINTENANCE: 2.1. REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE AND VICINITY OF THE UNIT AFTER EACH STORM EVENT. 2.2. REMOVE THE SEDIMENT THAT HAS ACCUMULATED WITHIN THE CONTAINMENT AREA OF THE DANDY BAG AS NEEDED. 2.3. IF USING OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENT PILLOW NEAR SATURATION LEGEND 0 0 o CONSTRUCTION ENTRANCE ® INLET PROTECTION (DANDY BAG OR OTHER) CURB DROP INLET PROTECTION —x x— SILT FENCE 000 10 00 !�,*_ V0 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 MAR 0 3 2015 Southold Town Planning Board Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Erosion & Sediment Control Plan DIST 1000; SEC. 102; BILK. 1 LOT 33.3 0 V 4 Drawing Number C-5 Sheet of 11 14 1 Site Plan Completeness 3/2/2015 AVL No. Revision Date Appvd. Designed by DEP Drawn by DEP I Checked by A VL CAD checked by A VL Approved by KP W Scale AS NOTED Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Erosion & Sediment Control Plan DIST 1000; SEC. 102; BILK. 1 LOT 33.3 0 V 4 Drawing Number C-5 Sheet of 11 14 Project Number 29305.00 29305.00_ER. D WG CROSSWALK (WHITE) 9" 3" 0. C. TYP DASHED LANE LINE (WHITE) MONSOON 4" (TYP) 2• 6• 2• 1.6' 2" 6• 2 BROKEN LANE LINE (WHITE) �4•" (TYP) 10" � 30" I 10" 4" (TYP) HATCH LINES (WHITE) NOTE: ALL PAVEMENT MARKINGS (EXCEPT TRAFFIC ARROWS AND STOP BARS) SHALL BE SETFAST LOW VOC TRAFFIC MARKING PAINT OR APPROVED EQUAL AS PER NYSDOT REQUIREMENTS. TRAFFIC ARROWS AND STOP BARS SHALL BE THERMOPLASTIC MATERIAL FORMULATED SPECIFICALLY FOR USE AS RETROREFLECTIVE PAVEMENT MARKINGS AS PER NYSDOT REQUIREMENTS. Pavement Markings 2/10 N.T.S. .s' � foo I o� ��?J s�OREa 0• `s'oE� ��''�J Of 001t P �OPEQ p• \ ���, ��Q-�� \ I \ d -► �` �` Q-Q� Y4" LIP MAX. SEE NOTE 9. AREA OF COLORED SURFACE Notes: 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (17: MIN.). 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5• IN WIDTH (EXCLUDING CURBING) A 5• x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS INDICATED ON THE DRAWINGS TO BE SET FLUSH. 10. TRUNCATED DOMES ARE NOT REQUIRED ON RAMPS LOCATED OUTSIDE THE PUBLIC ROW. RAMPS LOCATED WITHIN THE RIGHT AWAY SHALL HAVE TRUNCATED DOME DETECTIBLE WARNINGS (SEE SEPARATE ROW PLANS). Accessible Curb Ramp (ACR) Type 'D -D' 11/10 N.T.S. Source: VHB REV LD -503 IN UNIT SIZE - 20' X 20" X 1` UNIT WEIGHT 18 OZ. OR 4.5 POUNDS STRENGTH - 5720 PSI COLOR - BLACK (STANDARD) RESIN - HDPE (WITH SOME POST -CONSUMER RECYCLED CONTENT PIM! GRASSPAVE2 SQUARES ADJACENT GRASSPAVE2 SQUARES I� I SEE ENLARGEMENT BELOW " DGROW MIX BELOW RING FILLED WITH CONCRETE SAND , SHARP SAND) OMPACTED SANDY GRAVEL ROAD BASE 5% MODIFIED PROCTOR DENSITY APACTED GRAVEL 4" ;U7 SAINT 17" 0" 17" 3•-8•" (TYP.) (TYP•) 0 E_ , t AY_iV 4" WHITE PAINT (TYP.) Notes: LENGTH AS REQUIRED (SEE STRIPING PLAN) 12" �- T-9" � 2 -0" 16 WHITE PAINTED 0 STOP LINE I 00 16" (TYP.) 4" WHITE PAINT LANE 1. PAVEMENT MARKINGS TO BE INSTALLED FOR ON SITE WORK IN LOCATIONS SHOWN. 2. ALL PAVEMENT MARKINGS (EXCEPT TRAFFIC ARROWS AND STOP BARS) SHALL BE SETFAST LOW VOC TRAFFIC MARKING PAINT OR APPROVED EQUAL AS PER NYSDOT REQUIREMENTS. TRAFFIC ARROWS AND STOP BARS SHALL BE THERMOPLASTIC MATERIAL FORMULATED SPECIFICALLY FOR USE AS RETROREFLECTIVE PAVEMENT MARKINGS AS PER NYSDOT REQUIREMENTS. Painted Pavement Markings - On Site 6/03 N.T.S. Source: VHB LD -554 Notes: NOTE 9. LIP MAX. 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.). 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5• x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. Accessible Curb Ramp (ACR) Type 'RT' 11/10 N.T.S. Source: VHB REV LD -509 SECTI LANDSCAPE AREA TOP OF GRASS ROOT MASS G MM (1/4") ABOVE TOP OF RING GRASSPAVE2 ATTACH WITH /X� SNAP -FIT FASTENERS ROOT MASS TO FILL GRASSPAVE2 \//,\,\/ \\� D O O O D O O D O O O \\ 12" COMPACTED GRAVEL / / D D O �r BASE COURSE \�/\\/// ENLARGEMENT ^ ^ Notes: 1• GRASS /PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT 6'COMPACTED GRAVEL OR LANDSCAPE DESIGNER 2. COMPACTED GRAVEL BASE SHALL EXTEND A MINIMUM OF 12' BEYOND COMPACTED SUBGRADE THE EDGE OF GRASSPAVE UNITS AT UNRESTRATINED EDGES Grasspave2 Landscape Island Reinforcement N.T.S. Source: Invisible Structures, Inc. o) 5'-6" R7-8 j n 5 4" (TYP) SEE NOTE 1 EEI:i�'" 4" BLUE LINES DOUBLE BARRIER LINE (WHITE) 4" (TYP) 2• 8" (MIN.) SINGLE EDGE LINE (WHITE) 4" (TYP) ACCESSIBLE PARKING CROSSWALK LINE (WHITE) 12•" (TYP) STOP BAR (WHITE) 12•• (TYP) NOTE: ALL PAVEMENT MARKINGS (EXCEPT TRAFFIC ARROWS AND STOP BARS) SHALL BE SETFAST LOW VOC TRAFFIC MARKING PAINT OR APPROVED EQUAL AS PER NYSDOT REQUIREMENTS. TRAFFIC ARROWS AND STOP BARS SHALL BE THERMOPLASTIC MATERIAL FORMULATED SPECIFICALLY FOR USE AS RETROREFLECTIVE PAVEMENT MARKINGS AS PER NYSDOT REQUIREMENTS. Pavement Markings 2/10 N.T.S. .s' � foo I o� ��?J s�OREa 0• `s'oE� ��''�J Of 001t P �OPEQ p• \ ���, ��Q-�� \ I \ d -► �` �` Q-Q� Y4" LIP MAX. SEE NOTE 9. AREA OF COLORED SURFACE Notes: 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (17: MIN.). 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5• IN WIDTH (EXCLUDING CURBING) A 5• x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS INDICATED ON THE DRAWINGS TO BE SET FLUSH. 10. TRUNCATED DOMES ARE NOT REQUIRED ON RAMPS LOCATED OUTSIDE THE PUBLIC ROW. RAMPS LOCATED WITHIN THE RIGHT AWAY SHALL HAVE TRUNCATED DOME DETECTIBLE WARNINGS (SEE SEPARATE ROW PLANS). Accessible Curb Ramp (ACR) Type 'D -D' 11/10 N.T.S. Source: VHB REV LD -503 IN UNIT SIZE - 20' X 20" X 1` UNIT WEIGHT 18 OZ. OR 4.5 POUNDS STRENGTH - 5720 PSI COLOR - BLACK (STANDARD) RESIN - HDPE (WITH SOME POST -CONSUMER RECYCLED CONTENT PIM! GRASSPAVE2 SQUARES ADJACENT GRASSPAVE2 SQUARES I� I SEE ENLARGEMENT BELOW " DGROW MIX BELOW RING FILLED WITH CONCRETE SAND , SHARP SAND) OMPACTED SANDY GRAVEL ROAD BASE 5% MODIFIED PROCTOR DENSITY APACTED GRAVEL 4" ;U7 SAINT 17" 0" 17" 3•-8•" (TYP.) (TYP•) 0 E_ , t AY_iV 4" WHITE PAINT (TYP.) Notes: LENGTH AS REQUIRED (SEE STRIPING PLAN) 12" �- T-9" � 2 -0" 16 WHITE PAINTED 0 STOP LINE I 00 16" (TYP.) 4" WHITE PAINT LANE 1. PAVEMENT MARKINGS TO BE INSTALLED FOR ON SITE WORK IN LOCATIONS SHOWN. 2. ALL PAVEMENT MARKINGS (EXCEPT TRAFFIC ARROWS AND STOP BARS) SHALL BE SETFAST LOW VOC TRAFFIC MARKING PAINT OR APPROVED EQUAL AS PER NYSDOT REQUIREMENTS. TRAFFIC ARROWS AND STOP BARS SHALL BE THERMOPLASTIC MATERIAL FORMULATED SPECIFICALLY FOR USE AS RETROREFLECTIVE PAVEMENT MARKINGS AS PER NYSDOT REQUIREMENTS. Painted Pavement Markings - On Site 6/03 N.T.S. Source: VHB LD -554 Notes: NOTE 9. LIP MAX. 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.). 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5• x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. Accessible Curb Ramp (ACR) Type 'RT' 11/10 N.T.S. Source: VHB REV LD -509 SECTI LANDSCAPE AREA TOP OF GRASS ROOT MASS G MM (1/4") ABOVE TOP OF RING GRASSPAVE2 ATTACH WITH /X� SNAP -FIT FASTENERS ROOT MASS TO FILL GRASSPAVE2 \//,\,\/ \\� D O O O D O O D O O O \\ 12" COMPACTED GRAVEL / / D D O �r BASE COURSE \�/\\/// ENLARGEMENT ^ ^ Notes: 1• GRASS /PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT 6'COMPACTED GRAVEL OR LANDSCAPE DESIGNER 2. COMPACTED GRAVEL BASE SHALL EXTEND A MINIMUM OF 12' BEYOND COMPACTED SUBGRADE THE EDGE OF GRASSPAVE UNITS AT UNRESTRATINED EDGES Grasspave2 Landscape Island Reinforcement N.T.S. Source: Invisible Structures, Inc. o) 5'-6" R7-8 j n 5 :E*Ei3i SEE NOTE 1 EEI:i�'" 4" BLUE LINES ''t i 24" ON CENTER 2• 8" (MIN.) 9 MIN. ACCESS PARKING AISLE SPACE ACCESSIBLE PARKING SEE DETAIL 4' BLUE SKID - RESISTANT PAINT z N 3•• WIDTH WHITE 24" MIN Detail Notes: 1. PROVIDED R7-1 OFSET A MINIMUM 5•-6" FROM EITHER EDGE OF ACCESSABLE AISLE TO ALLOW ACCESSIBLE ROUTE. 2. HANDICAP LOGO SHALL CONFORM WITH THE LATEST NEW YORK STATE SPECIFICATIONS. 3. SLOPES SHALL NOT BE GREATER THAN 2% IN ANY DIRECTION FOR ALL HANDICAP SPACES AND ACCESS AISLES. Accessible Parking Space 7/12 N.T.S. Source: VHB N/A GRADE; TOP OF PAVEMENT 2" MIN THICK PAVERS WITH MIN 1/4" WIDE JOINTS 4" THICK 4,000 PSI CONCRETE COMPACTED SOIL SUBGRADE J Notes: 1. NON PERMEABLE PAVERS TO BE CAMBRIDGE RENAISSANCE OR APPROVED EQUAL. 2. COORDINATE PAVING PATTERNS WITH LANDSCAPE PLANS. 3. PAVERS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. Flush Non -Permeable Pavers (Roadway Median) N.T.S. 1-1/2" BITUMINOUS TOP COURSE O o o O o 0 0 O a o 0 0 0 00 0 00 °O 0 )0 c' V, ° °a o 0 4 DENSE GRADED o ° o ° ° ° 0 ° 0 O0 � ° o AGGREGATE BASE COURSE 00 �7 O Oo°O O ° ° ° ° Ooa D �Oo o� O o 0 ° 0 0 Do 0°0 COMPACTED SUBGRADE Notes: 1. ALL BITUMINOUS CONCRETE USED FOR DRIVEWAY PAVEMENT SHALL BE PLANT MIXED. 2. ALL DRIVEWAY MATERIALS ARE SUBJECT TO LABORATORY TESTS TO DETERMINE IF THEY CONFORM TO THE SPECIFICATIONS. 3. SUBBASE MAY CONSIST OF NATIVE MATERIALS IF FOUND SUITABLE BY THE ENGINEER/INSPECTOR. IF DEEMED UNSUITABLE THE SOIL SHALL BE REPLACED BY SELECT SUBGRADE FILL AS DIRECTED BY THE ENGINEER/INSPECTOR. 4. IN AREAS OF FILL, SUBBASE SHALL BE PLACED IN MAX. 6" LIFTS AND COMPACTED TO A MIN. 95% STANDARD PROCTOR DENSITY. 5. SUBGRADE IS TO BE FREE FROM DEBRIS AND UNSUITABLE MATERIAL AS DETERMINED BY THE ENGINEER/INSPECTOR AND SHALL BE COMPACTED TO 95% MAX. DRY DENSITY. 6. SUBGRADES TO BE VISUALLY INSPECTED AND TESTED PRIOR TO PLACING ROADWAY SUBBASE COURSE. Bituminous Concrete Pavement Section (Driveway) 9/04 N.T.S. Source: VHB REV LD -430 z00 00 U) Z zQ 00 1- 0 wz 0 z CL w 0 M ;. I- w Mm w~ _V) N CAP STEEL PIPE POST TYPICAL SIGN 2)�" DIA. STEEL POST (PAINT COLOR SELECTED BY ARCHITECT) LANDSCAPED AREA OR SIDEWALK AREA 16" OR 12" DIA. CONCRETE SUPPORT NOTE: SIGNS TO BE 18•" MINIMUM FROM FACE TO CURB Sign Post - Type 'A' 6/08 N.T.S. Source: VHB LD -701 J J O z z UJ UJ c� z 0 J_ D GRADE; LANDSCAPED AREAS 2 MIN THICK PAVERS WITH MIN 1/4" WIDE JOINTS 1" TO 1 )�" BEDDING SAND 4" THICK AGGREGATE BASE BELOW PAVERS AND SAND COMPACTED SOIL SUBGRADE -� Notes: 1. NON PERMEABLE PAVERS TO BE CAMBRIDGE RENAISSANCE OR APPROVED EQUAL. 2. COORDINATE PAVING PATTERNS WITH LANDSCAPE PLANS. 3. PAVERS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. Non -Permeable Pavers (Community Center Patio Area) N.T.S. T BLOCK STABILIZED ROAD BASE 4000 P.S.I CONCRETE MONOLITHIC POUR INCLUDE CONCAVE JOINTS MUST BE DONE AT SAME TIME AS MONOLITHIC POUR MUST USE FORMS FRONT do REAR Belgium Block Curb (BBC) 12/14 N.T.S. Source: VHB REVLD_401 _REV Notes: 1. ALL CONCRETE SHALL BE AIR ENTRAINED, 4,000 PSI CYLINDER TESTING REQUIRED AS PER P.E. Concrete Sidewalk 7/12 T.S. Source: VHB LD SECTION IN FILL SLOPES 3 ON 1 MAX 2X MIN. iX- MAX. R.O.W. (PER PLAN) PER PLAN I PER PLAN BELGIUM K= CURB (TIT.) (SEE DETAIL). i' CROWN CENTERLINE ELEVA71ON - TO EQUAL TOP OF CURB 1-1/2' BITUMINOUS TOP COURSE 2-1/2' BITUMINOUS BINDER COURSE i' DENSE GRADED AGGREGATE BASE COURSE STABILIZED SOIL BASE 2% MIN. iX MAX. SECTION IN CUTJ SLOPES 3 ON 1 MAX Typical Road Section 6/12 N.T.S. Source: VHB FINISHED GRADE ZL O o o O ° o 0 O O �O O O ° ° ° o ° O o O ° 0 0 o O ° O O o 0 )O,CQoo oO o 0o a°OOo 3" WELL GRADED GRAVEL O° O O O ° 00 o O ° 8 0 O o 0 0 0 0 (� ,ogOoO o 0 0 O o o 'o0S o h. 00 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 U� C MAR 0 3 2015 Southold Town Planning Board :E*Ei3i EEI:i�'" :'I:€£5; r';%•; ''t i •r"3 I. Site Plan Completeness r. cr,11 .'i 3 t: E; Revision Z Appvd. Designed byDEP iEl Checked by AVL CAD checked by A VL Approved by KP iN E Date January 2, 2014 FINISH CONTRACTION COARSE BROOM JOINT EVERY 4' - PLAN SEE DETAIL 'A' 5" POURED EXPANSION JOINT EVERY 20• - SEE DETAIL"B" CONCRETE 1-7 6" GRANULAR MATERIAL (BANK RUN SAND do GRAVEL) SECTION PRE -MOULDED 1/4' RADIUS BITUMINOUS JOINT 1/2" FILLER RLO S• •• • : ` . . • • • • • • J DETAIL 'A' DETAIL 'B' Notes: 1. ALL CONCRETE SHALL BE AIR ENTRAINED, 4,000 PSI CYLINDER TESTING REQUIRED AS PER P.E. Concrete Sidewalk 7/12 T.S. Source: VHB LD SECTION IN FILL SLOPES 3 ON 1 MAX 2X MIN. iX- MAX. R.O.W. (PER PLAN) PER PLAN I PER PLAN BELGIUM K= CURB (TIT.) (SEE DETAIL). i' CROWN CENTERLINE ELEVA71ON - TO EQUAL TOP OF CURB 1-1/2' BITUMINOUS TOP COURSE 2-1/2' BITUMINOUS BINDER COURSE i' DENSE GRADED AGGREGATE BASE COURSE STABILIZED SOIL BASE 2% MIN. iX MAX. SECTION IN CUTJ SLOPES 3 ON 1 MAX Typical Road Section 6/12 N.T.S. Source: VHB FINISHED GRADE ZL O o o O ° o 0 O O �O O O ° ° ° o ° O o O ° 0 0 o O ° O O o 0 )O,CQoo oO o 0o a°OOo 3" WELL GRADED GRAVEL O° O O O ° 00 o O ° 8 0 O o 0 0 0 0 (� ,ogOoO o 0 0 O o o 'o0S o h. 00 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 U� C MAR 0 3 2015 Southold Town Planning Board COMPACTED SUBGRADE Project Title The Heritage Trail Section 12/14 At Cutchogue N.T.S. Source: VHB Cutchogue, New York BELGIUM BLOCK Town of Southold Issued for 1/2" CHAMFER FINISH GRADE • COMPACTED \j\ O�•0 , �O • o \\j\�j\\ AGGREGATE BASE UNDISTURBED OR SUBGRADE BGRA Flush Belgium Block Curb 12/11 N.T.S. Source: VHB REVLD_409_REV Not Approved for Construction Drawing Title Site Details I DIST 1000; SEC. 102; BLK. 1 LOT 33.3 �vL . Drawing Number C-6 Sheet of 12 14 Project Number 29305.00 29305.00_D T. D WG 1 Site Plan Completeness 3/2/2015 AVL No. Revision Date Appvd. Designed byDEP Drawn by DEP Checked by AVL CAD checked by A VL Approved by KP iN Scale Date January 2, 2014 COMPACTED SUBGRADE Project Title The Heritage Trail Section 12/14 At Cutchogue N.T.S. Source: VHB Cutchogue, New York BELGIUM BLOCK Town of Southold Issued for 1/2" CHAMFER FINISH GRADE • COMPACTED \j\ O�•0 , �O • o \\j\�j\\ AGGREGATE BASE UNDISTURBED OR SUBGRADE BGRA Flush Belgium Block Curb 12/11 N.T.S. Source: VHB REVLD_409_REV Not Approved for Construction Drawing Title Site Details I DIST 1000; SEC. 102; BLK. 1 LOT 33.3 �vL . Drawing Number C-6 Sheet of 12 14 Project Number 29305.00 29305.00_D T. D WG 0 I 0 O ui O rn N t - w z a J 0_ / O J / 0 Q U / w 0 _ U U w c� F<- F - Fr w 2 O 0 if) O M rn N 0 0) Q c C 0 J mi o_ 0 L6 0 N N O r U 0 0 C 0 2 ° 0 a- 0 z <1 Q rn 0 0 N N O s U i O 0 C 0 2 Q> > 0 116" END CAP 4"DIA. SEAMLESS STEEL PIPE SWING ARM AND POSTS ASTM A53, 3/16" TYPE "S", GRADE "B", STANDARD WEIGHT 3" 3/16" 1/2- ROUND ^ 3/16" STOCK 1 SWING ARM- \ I SLEEVED POSTS ROUGH BOLT t AND PADLOCK LOCKING ASSEMBLY I 3/16" CHAIN W/PADLOCK 4'-6" (TYP. 4'-6" (TYP.) AND FURNISH 6 KEYS i� � 12'-6" 12"-6" CONCRETE FOOTING �,... L COMPACTED GRAVEL (TYP.) (1Y2" MAX. STONE) 3" DIA. SEAMLESS STEEL PIPE SWIVEL 12" DIA. POST ASTM A53, TYPE "S GRADE "B" 11EXTRA STRONG WEIGHT (O.D. 2 bIA. Notes: 1. SHOP PRIME PAINT EXPOSED SURFACES FIELD PAINT EPDXY ENAMEL -YELLOW. 2. PROVIDE "MASTER" PADLOCK WITH 6 WORKING KEYS. 3. 3,000 PSI CONCRETE FOOTING I• ` i I O U L• Emergency Gate (Double) 2/09 N.T.S. Source: VHB REV LD -486 W w / FINISHED GRADE II p U FA E PRECAST SOLID WALL SHALLOW DOME --� [Il ill=nom,,. - ASTM D 4632 7 PIPE Q°o° ° &F-111101, a PROVIDE BASE COVER Ia IIII- Li Lu AS FURNISHED BY 0 m o° g II U a POLE MFG. o0 g � � � �" � V) in 0 10' 8 IIII15 II zz 0®®®®1818:..._.. ...;. 65' - IIIIII WRAP DRAINAGE RINGS WITH IIIIII 2 J INVERT FLOW - GEOTEXTILE FABRIC SUPAC 4NP, IIIII cgo C�° 8 ®®®®®® Appvd. z1 70' MIRAFI 140N OR APPRD. EQUAL �I •• M® Ie IB I8 I QI Scale SLAB PLAN o o IIIII I -I I WHERE DRYWELLS ARE °• 5900 III- io III -II • 0 • o ..• 1 II I • ° ° �• CV O IIIII BACKFILL UNDER AND AROUND ° °0 MIN. II -_1 DRYWELL WITH GRANULAR IIIIII 0 °°' . • • 0 °IIIII MATERIAL CONTAINING LESS e 18" 1. ° c6° If THAN 15% FINE SAND, SILT AND ' a•°o ®®®®®® TYP. III 0' ° CLAY (SILT AND CLAY FRACTION N 0 °, -III o° ° III= NOT TO EXCEED 5%) - SEE IIIIII a• ®®®ED®® oo :o III •III= NOTE 6 z 1=1 < III JC*z, ®® IB ®® ® o o I I o III cg �° 14Of v 0 • o °,� IIIII O D- IIII 2' MINIMUM CLEARANCE TO . - o °le � w z HISTORICAL HIGH GROUNDWATER ° O x � a PER COUNTY RECORDS. 0 -III- •° °°° OUTSIDE DIAMETER . °Q ~ CURRENT EXISTING GW 1=III III -I SEER ° ° 0 GbRQOUN -I _ R U W = 11= F '=111i III-III=III = �°� 08 III=IIIEEIIE III= LL_ J '7 50/" VIRGIN STRATA OF PERMEABLE II-III 4' (MIN.) 11=III- -III=I 1 Q III -III -III -III -111-I11-111 ° ° -I II- =I •g - o 0 0 'o 0 0 0° o� 00 , °o • 0 000 ° 4' DIA. MINIMUM CONNECTION °o ° °boa °• 8 0 o ° 'Ooa °• oo 59 o° TO UNDERLYING SAND AND 8 g GRAVEL STRATA COMPACTED OR UNDISTURBED 2'-0" (MIN.) SUBGRADE Section LIGHT POLE do ANCHORING SYSTEM BY MFG. 1" CHAMFER LIGHT POLE BASES IN PARKING LOT TO BE PAINTED YELLOW REBAR PER MANUFACTURES OR STRUCTURAL ENGINEERS SPECIFICATIONS FINISH GRADE (MATERIALS VARY) 2" TYP. COVER 5000 PSI TYPE II CONCRETE CEMENT CONDUIT AND GROUND ROD CONNECT TO INSIDE METAL POLE SEE ELECTRICAL PLAN FOR SIZE BOLT LAYOU dt MOUNTING PROCEDURE PER MFG. SF Plan Notes: 1. LIGHT POLE FOUNDATION DESIGN IS SUBJECT TO CHANGE BASED ON FINAL POLE AND FIXTURE SELECTION AND GEOTECHNICAL SITE INVESTIGATION. 2. ALL REBAR AND FOUNDATION DIMENSIONS TO BE DESIGNED BY STRUCTURAL ENGINEER OR PER MANUFACTURES SPECIFICATIONS. 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 SPECIFIC SITE AND LIGHTING FIXTURES. Light Pole Foundation Detail 2/11 CONCRETE BRICK lc MORTAR (OR CIRCULAR PIPE CHIMNEY WHERE REVD.) BOTT( C.I FRAME WITH SLOTTED COVER, -CURB INLET FRAME AND GRATE, SOLID COVER OR CURB BOX FRAME lc GRATE AS SHOWN ON PLAN 1' MINIMUM 2' MAXIMUM Notes: 1. ALL PRECAST STRUCTURES SHALL BE PROVIDED WITH SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, AND SHALL BE DESIGNED FOR HS -20 LOADING. 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST STRUCTURES SHALL INCLUDE MANUFACTURER'S CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO WITHSTAND SAID LOADING. 3. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI / 28 DAY STRENGTH CONCRETE. 4. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE 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.) 6. NATIVE MATERIAL TO BE USED AS COLLAR MATERIAL IF DETERMINED TO BE SUITABLE BY THE ENGINEER. Precast Storm Water Drainage Drywell (DW) 7/12 N.T.S. Source: VHB REV LD -310 N.T.S. Source: VHB LD CAMPBELL FOUNDRY FRAME FINISHED GRADE AND COVER NO. 1009000 = A= =4 OR CIRCULAR INLET- SEE PLAN C) I� ADJUST TO GRADE = WITH CONC. BRICKS WITH TAR 5" (TYP.) 24" (4 MIN.oR 12"MAX) MANUF. IDENTIFICATION CAST IN WALL " SQ. OR DIA. �_-MASONRY = I SELF-SEALING BUTYL Engineering, Surveying & RUBBER CASKET Landscape Architecture, PC R= 1 4'-0" STEEL REIN �" OR AS SHOWN COPOLYM RFORCED 100 Motor Parkway - 14zz _ POLYPROPYLENE o c'STEPS REQUIRED Suite 135 11" N 7" GREATER THAN UE 11 4' DEEP Hauppauge, NY 11788 M a 631.787.3400 M CONCRETE FORMED lCo :,:_: •_: : ,;:�;,': TO CL OF PIPE (SLOPE PER FOOT) MANHOLE TYPE "A" MONOLITHIC BASE 1. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3 OR 4' HEIGHTS AS REQUIRED. 2. ALL STRUCTURES SHALL BE DESIGNED FOR HS -20 LOADING FOR THE COVER CONDITIONS SHOWN ON THE PLANS. / FINISHED GRADE LOAM & SEED p U FA E PRECAST SOLID WALL SHALLOW DOME --� [Il ill=nom,,. - ASTM D 4632 7 PIPE Q°o° ° &F-111101, o -IEQUALIZATION PIPE TO BE Mullen Burst Strength ,02-n IIII- INSTALLED AS PER PLAN - MIN: COLLAR TOP OF RINGS �.,.. 0 m o° g II 24" MAX. I I Ei I o0 g � � � �" � :,,.. 10' 8 IIII15 42" MAX. 0110 0®®®®1818:..._.. ...;. 65' - IIIIII WRAP DRAINAGE RINGS WITH IIIIII R. • ° INVERT FLOW - GEOTEXTILE FABRIC SUPAC 4NP, IIIII cgo C�° 8 ®®®®®® Appvd. 42" MAX. 70' MIRAFI 140N OR APPRD. EQUAL �I •• M® Ie IB I8 I QI Scale SLAB PLAN o o IIIII I -I I WHERE DRYWELLS ARE °• 5900 III- INSTALLED UNDER PAVEMENT III -II • 0 • o I I -I II III - 1 II I • ° ° �• ®®®®®®2' IIIII BACKFILL UNDER AND AROUND ° °0 MIN. II -_1 DRYWELL WITH GRANULAR IIIIII 0 °°' ®® ® ® ®® • • 0 °IIIII MATERIAL CONTAINING LESS e ° c6° If THAN 15% FINE SAND, SILT AND =III 1=111 a•°o ®®®®®® III 0' ° CLAY (SILT AND CLAY FRACTION N 0 °, -III o° ° III= NOT TO EXCEED 5%) - SEE IIIIII a• ®®®ED®® oo :o III •III= NOTE 6 z 1=1 < III • 0 ®® IB ®® ® o o I I o III cg �° MID 0 • o °,� IIIII IIII 2' MINIMUM CLEARANCE TO 1=11•, IIIII o °le -� III- °o •° IIIII N z HISTORICAL HIGH GROUNDWATER ° O a PER COUNTY RECORDS. 0 -III- •° °°° OUTSIDE DIAMETER . °Q o°°° = 11- CURRENT EXISTING GW 1=III III -I SEER ° ° 0 GbRQOUN -I _ R EVATION TO BE CONFIRMED IN -III=1 I I 00 g 0° 0 -1)LD °0 0 = 11= F '=111i III-III=III = �°� 08 III=IIIEEIIE III= 6' MINIMUM PENETRATION INTO II-III-III=III-- 0 - _ _ I I -III- • `� g' ° III-111=III_ III=1 I I-"' VIRGIN STRATA OF PERMEABLE II-III 4' (MIN.) 11=III- -III=I 1 SAND AND GRAVEL III -III -III -III -111-I11-111 ° ° -I II- =I •g - o 0 0 'o 0 0 0° o� 00 , °o • 0 000 ° 4' DIA. MINIMUM CONNECTION °o ° °boa °• 8 0 o ° 'Ooa °• oo 59 o° TO UNDERLYING SAND AND 8 g GRAVEL STRATA Notes: 1. ALL PRECAST STRUCTURES SHALL BE PROVIDED WITH SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, AND SHALL BE DESIGNED FOR HS -20 LOADING. 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST STRUCTURES SHALL INCLUDE MANUFACTURER'S CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO WITHSTAND SAID LOADING. 3. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI / 28 DAY STRENGTH CONCRETE. 4. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE 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.) 6. NATIVE MATERIAL TO BE USED AS COLLAR MATERIAL IF DETERMINED TO BE SUITABLE BY THE ENGINEER. Precast Storm Water Drainage Drywell (DW) 7/12 N.T.S. Source: VHB REV LD -310 N.T.S. Source: VHB LD CAMPBELL FOUNDRY FRAME FINISHED GRADE AND COVER NO. 1009000 = A= =4 OR CIRCULAR INLET- SEE PLAN C) I� ADJUST TO GRADE = WITH CONC. BRICKS WITH TAR 5" (TYP.) 24" (4 MIN.oR 12"MAX) MANUF. IDENTIFICATION CAST IN WALL " SQ. OR DIA. �_-MASONRY = I SELF-SEALING BUTYL Engineering, Surveying & RUBBER CASKET Landscape Architecture, PC R= 1 4'-0" STEEL REIN �" OR AS SHOWN COPOLYM RFORCED 100 Motor Parkway - 14zz _ POLYPROPYLENE o c'STEPS REQUIRED Suite 135 11" N 7" GREATER THAN UE 11 4' DEEP Hauppauge, NY 11788 M a 631.787.3400 M CONCRETE FORMED lCo :,:_: •_: : ,;:�;,': TO CL OF PIPE (SLOPE PER FOOT) MANHOLE TYPE "A" MONOLITHIC BASE 1. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3 OR 4' HEIGHTS AS REQUIRED. 2. ALL STRUCTURES SHALL BE DESIGNED FOR HS -20 LOADING FOR THE COVER CONDITIONS SHOWN ON THE PLANS. MANHOLE / MAXIMUM SIZE ALL #5 BARS 6"c. TO c. ALLOWABLE Grab Tensile Elongation ASTM D 4632 7 PIPE WITH EXTRA BAR kN lbs of Mullen Burst Strength 3" c. TO c. AT OPENING 20' i 30" MAX. A UV Resistance 24" MAX. 75' Apparent Opening Size 48" MAX. 10' 42" MAX. 40' 5' DIA. 36" MAX. 65' 30" MAX. 75' Site Plan Completeness 30' 6' DIA. 48" MAX. Nr Appvd. 42" MAX. 70' Checked by AVL CAD checked by A VL Approved by KPW Scale SLAB PLAN MANHOLE PIPE MAXIMUM SIZE SIZE ALLOWABLE Grab Tensile Elongation ASTM D 4632 7 PIPE Puncture Strength kN lbs DEFLECTION Mullen Burst Strength 36" MAX. 20' 4' DIA. 30" MAX. 30' UV Resistance 24" MAX. 75' Apparent Opening Size 48" MAX. 10' 42" MAX. 40' 5' DIA. 36" MAX. 65' 30" MAX. 75' Site Plan Completeness 54" MAX. 30' 6' DIA. 48" MAX. 50' Appvd. 42" MAX. 70' Storm Drainage Manhole N.T.S. Source: VHB Item: 102 -MH CAST IRON 50' MIN. / 3 " \ FRAME & SOLID T / \ COVER TO GRADE. BUT SUFFICIENT TO KEEP GRAVEL GRADE SEDIMENT ON SITE AMERICAN -MADE C.I. FRAME WITH BRICK MAY BE USED TO REINFORCED, 4,000 PSI w SLOTTED COVER, CURB INLET FRAME I HAY BAIL AND/OR Z X - - ADJUST CURB INLET CAST TRAFFIC BEARING w I SILT FENCING v Half Plan -Dome Top AND GRATE OR SOLID COVER, AS IRON GRATE h FRAME TO CONCRETE SLAB > INDICATED ON PLAN. NEENAH, SURFACE ELEVATION A 36" 0. < TO VARY CAMPBELL, OR APPROVED EQUAL. MAXIMUM OF 12 INCHES. REINFORCED 4,000 PSI p PRECAST CONCRETE < I N °' _ `" CATCH BASIN I DRA TO BE SEEDED SLOPES_ - ' STANDARD STEPS LLO 16" O.C.-Typ. O `" W o o IIII PRECAST SOLID WALL DOME. w o _ o -II Q °° 0 ; 0 __ WRAP DRAINAGE RINGS WITH = I I 1=1 . ° ' g ° o CO illlllll °�� ov Oa o ' o III 1�1 GEOTEXTILE FABRIC SUPAC 4NP, MIN. 6" WASHED oa g> O° I_MIRAFI 140N OR APPRD. EQUAL. Of STONE BEDDING �f�n,� �r��y Z o -1I o III- IN PAVEMENT AREAS. a go - °TOP OF RINGS °o ° 11=1 CURB INLET DETAIL a _ _ _ _ _ � ON III= EQUALIZATION PIPE TO BE I a- 0 1Y o z III C6 c� g _ 11-_ INSTALLED AS PER PLAN. O O CAST IRON CURB INLET N - GRATE k FRAME. G�' G�` O N J FLOW TRAFFICC BEARING 0 PSI GRADE ILU �I °o° ° STORAGE INVERT 1=1 0' 4� q� J -1I o O, 1 1- CONCRETE SLAB _ t I I o • o VOLUME = 1 1=1 3' WIDE SAND do GRAVEL COLLAR Notes: o BRICK MAY BE USED TO 3 -11 °° • 100.88 CF VF I Q.°° ALL AROUND. (SEE NOTE 6) _-__ ADJUST CURB INLET CAST ' =1 1. ALL PRECAST STRUCTURES SHALL BE PROVIDED WITH REINFORCED 4,000 PSI IRON GRATE k FRAME TO o PRECAST CONCRETE 2G" O cw IIII o , ° _ 3' III= BACKFILL UNDER AND AROUND SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND CATCH BASIN SURFACE ELEVATION A o i 11-I DRYWELL WITH GRANULAR MAXIMUM OF 12 INCHES. °0 ;, i MIN. O III= SHRINKAGE, AND SHALL BE DESIGNED FOR HS -20 LOADING. `" 4a' z = IIII d° o go. o ° 11= MATERIAL CONTAINING LESS MIN. FROM 5'-0" Fr -III ° � 1= THAN 15% FINE SAND, SILT AND 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST To 20'-0" `n 6" CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED z o 111111 c�$o Qp °' °IIIIII CLAY SILT AND CLAY FRACTION STRUCTURES SHALL INCLUDE MANUFACTURER'S 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. ( O. o"f IIIIII o •a�• _ „ 0, 111111 NOT TO EXCEED 5%). CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO FILL (Min.) BOVE EXISTING GRADE FOR DRAINAGE. 111= ° 000 I-1 FOOTING RINGS REQUIRED WITHSTAND SAID LOADING. -FI "A -111 o o III= MIN. 6" WASHED 0 - WHERE UNSUITABLE SOIL N w •8 1 ° , 11=1 3. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH SLAB DETAIL STONE BEDDING -IIID 0 00 I o o -� CONDITIONS ARE ENCOUNTERED. 4,000 PSI / 28 DAY STRENGTH CONCRETE. 26' Cg - =I I I g _. ;1 ° ° III- -11 4' MINIMUM CLEARANCE TO 4. PROVIDE "'v" KNOCKOUTS FOR PIPES WITH 2" MAX.PLAN VIEW °� III= '� HISTORICAL NIGH GROUNDWATER �' REINFORCED TRAFFIC _ z CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE 4d" 6• BEARING CONCRETE SLAB III a o o °. o- o° I -j l t_ �p ° III= 5 PER COUNTY RECORDS. JOINTS. �o" NOTE: THICKNESS AND -1 O o o o v REINFORCEMENT FOR SOIL IIIII �° o ' o Q •° - CURRENT EXISTING GW •� AND TRAFFIC LOADING BY `B '0 1� OUTSIDE DIAMETER • 00 , 0- 0 ° -GROUNDWATER ELEVATION TO BE CONFIRMED IN 5. FRAME AND COVER SHALL BE SET IN FULL MORTAR BED, AN ENGINEER -I O o U6 I!I- FIELD. I�60"�I ( EXISTING GRADE -I I I -I I I 00 � o° ° d� ' o° o _=III.- ADJUST TO GRADE WITH CLAY BRICK AND MORTAR (2 R 0 A D I BRICK COURSES, MIN.; 5 BRICK COURSES, MAX.) 1T1=1 -I I-1 I-1 I-1 11-1 11-I I -III -I 1 I -I -III-III-11�-I i 6' MINIMUM PENETRATION INTO STANDARD PRECAST CONCRETE CATCH BASIN iII =III-111=III-III=111=III-III=111=111=111=111=III-1�'" VIRGIN STRATA OF PERMEABLE -111=III-III=III-III-III=III=III-ISI. "'- 6. NATIVE MATERIAL TO BE USED AS COLLAR MATERIAL IF SAND AND GRAVEL. (4'X4' -TYPICAL) (5 FEET TO 20 FEET IN DEPTH) CONSTRUCTION ENTRANCE- FOUNDATION OF COMPACTED DETERMINED TO BE SUITABLE BY THE ENGINEER. HAY BAIL AND/OR 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. SILT FENCING FILL T018" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. 7. CONTRACTOR SHALL PROVIDE NECESSARY PROTECTION FOR ADJACENT PROPERTIES AND UTILITIES DURING EXCAVATION OF DIFFUSION WELLS. CROSS SECTION Half Profile / Half Section Precast Diffusion Well - 12 -foot Dia. (DW) 9/06 Standard Precast Concrete Catch Basin Temporary Construction Entrance 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* STORM SEWER GRATE O O O O II � VELCRO CLOSURE LIFT STRAPS USED FOR EASY MOVEMENT AND �. INSPECTION OF UNIT STORM DANDY BAGS SEWER GRATE -I I ., ►'' .� j� •' � ��' III _ III . , ! .•' • , ... � DANDY BAG® SPECIFICATIONS HI -FLOW DANDY BAG® (SAFETY ORANGE) Mechanical PropertiesTest Method Units MARV Grab Tensile Strength ASTM D 4632 kN lbs 1.62 365 X 0.89 200 Grab Tensile Elongation ASTM D 4632 7 24 X 10 Puncture Strength kN lbs 0.40 90 Mullen Burst Strength kPa(psi) 3097 450 Trapezoid Tear Strength kN Ibs 0.51 115 X 0.33 75 UV Resistance % 90 Apparent Opening Size Mm US Std Sieve 0.425 40 1 min mZ al min ft2 5907 145 Sec -' 2.1 *Note: All Dandy Bags® can be ordered with our optional oil absorbent pillows /A�, NOTE: THE DANDY BAG@ WILL BE MANUFACTURED IN THE U.S.A. FROM A aR�m�o¢rs WOVEN MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: ❖ DETAIL OF INLET SEDIMENT CONTROL DEVICE SAND BAG OR 2' MINIMUM ALTERNATE WEIGHT LENGTH OF 2'X4' 2' x 4' WEIR �\ 2' STONE FILTER CLOTH 2' x 4' SPACER WIRE MESH INLET TO PIPE // 6' MAXIMUM SPACING OF 2'X4' SPACERS 2' X 4' ANCHORS ' DIST T STONE �\ / CLOTH SPACER MESH 2' x 4' WEIR C❑NSTRUCTI❑N SPECIFICATI❑NS 1, FILTER FABRIC SHALL HAVE AN EOS OF 40-85. 2. WOODEN FRAME SHALL BE CONSTRUCTED OF Z' x 4' C❑NSTRUCTI❑N GRADE LUMBER, 3. WIRE MESH ACROSS THROAT SHALL BE A CONTINU❑US PIECE 30 INCH MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT, IT SHALL BE SHAPED AND SECURELY NAILED TO A 2' x 4' WEIR, 4. THE WEIR SHALL BE SECURELY NAILED TO 2' x 4' SPACERS 9 INCHES LONG SPACED NO MORE THAN 6 FEET APART, 5. THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED BY 2' x 4' ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE INLET AND HELD IN PLACE BY SANDBAGS OR ALTERNATE WEIGHTS. MAXIMUM DRAINAGE AREA 1 ACRE Curb Drop Inlet Protection Plan 8'-0" DRIP LINE TREE TRUNK no.=:n0 PLASTIC :NCE (TYP.) 10IUVAL1V11 SPACED TIES (TYP.) Notes: 1. INSTALL TREE PROTECTION FENCE AT THE DRIP LINE OF EXISTING TREES TO REMAIN. Tree Protection Fence 6/08 Notes: 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2• MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, THEN STABILIZED WITH VEGETATION OR COVERED. 4. SEE SILT FENCE DETAIL ON THIS SHEET STABILIZE ENTIRE PILE WITH VEGETATION OR COVER 2 SLOPE 10' W W W W W W 1 OES LS FROM TOE W W V W OF SLOPE W W W W W W � W W W W W W W W W W W W V, W W �• W W W W W W W W W �, W W W W W `✓ W �• W �, W W W ;, W W W W W �• .y W W 4•'l•H'W W WWWWWW ------ WWWW W W WYWW WVW W'�'�•'�•�' �\4,' STRAWBALES OR SILTFENCE Soil Stockpiling N.T.S. N.T.S. Source: VHB LD -610 N.T.S. Source: Silt Fence N.T.S. 1i� C. to C. 1/11 PERSPECTIVE VIEW 36" MINIMUM 2 x 2 FENCE POST WOVEN WIRE FENCE (6 x 6 - 10/10 WWF) FILTER CLOTH 0 N EMBED FILTER CLOTHP� MIN. 6" INTO GROUND z 4•' NOTE: MAXIMUM DRAINAGE AREA 1/2 ACRE / 100 LINEAR FEET SECTION DETAIL SILT FENCE DETAILS Source: Town of Southold p EC���1 MAR 0 3 2015 Southold Town Planning Board Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Site Details II DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number C-7 Sheet of SW -o1 13 14 Project Number 29305.00 29305. DO_D T. D WG 1 Site Plan Completeness 3/2/2015 AVL No. Revision Date Appvd. Designed by DEP Drawn by DEP Checked by AVL CAD checked by A VL Approved by KPW Scale Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Site Details II DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number C-7 Sheet of SW -o1 13 14 Project Number 29305.00 29305. DO_D T. D WG 0 I O 0 Ili O M N i w 0 z a J CL0 J 0 Q U i UJ 0 O U 0 U w c� a ry w 0 O L0 0 r� rn N 0 CD rn Q 0 C d J LO tri 0 N N O s U `v a 0 c 0 a� 0 a_ 0 z a J Q 0 r7 0 N N O s U a a 0 v 0 -0 a) 0 Cn DIAMETER CONNECTOR SECTION B REINFORCED EDGE INTERGRATED DUCTILE J IRON FRAM & GRATE f 24 SIA' =j 24"" 0 PVC INLINE DRAIN AS MANUFACTURED BY NYOPLAST OR EQUAL 12"" 0 PVC PIPE TO BE REDUCER '\ CUT AS NECESSARY TO (AS REQUIRED) W ACHIEVE PROPOSED GRADE TOP VIEW 12"" X 12"" PVC TEE CAP END OF PIPE OR AS REQUIRED /-WHERE REQUIRED 6" COMPACTED SAND ac GRAVEL BEDDING FRONT VIEW SIDE VIEW PIPE DIAMETER, in (mm) Diameter 12 15 18 24 30 36 in mm (300) (375) (450) (600) (750) (900) A 6.5 6.5 7.5 7.5 7.5 7.5 in mm (165) (165) (191) (191) (191) (191) B (max) 10.0 10.0 15.0 18.0 22.0 25.0 in mm (254) (254) (381) (475) (559) (635) H 6.5 6.5 6.5 6.5 8.6 8.6 in (mm) (165) (165) (165) (165) (218) (218) L 25.0 25.0 32.0 36.0 58.0 58.0 in (mm) (635) (635) (813) (914) (1473) (1473) W 29.0 29.0 35.0 45.0 63.0 63.0 in mm (737) (737) (889) (1143) (1600) (1600) Area Drain Detail 7/12 Flared End Section N.T.S. Source: VHB REV LD_ N.T.S. Source: ADS 1-53 FURNISH AND INSTALL METER - VAULT AS PER S.C.W.A. DT -201 INLET SIDE METER VAULT TEST COCK (TYP. OF 4) FEBCO MODEL LF860 - 8" RPZ OR APPROVED EQUAL WITH NRS GATE VALVES FULL OPENING HATCH LOCATED OVER DEVICE SHUTOFF VALVE (TYP. OF 2) RELIEF VALVE ASSEMBLY DRAIN MUST BE SCREENED TO FACILITY RPZ & Meter Vault 12/14 CLASS I, II, OR III COMPACTED BACKFILL MATERIAL REQUIRED IN ALL PIPE ZONES, PER SUFFOLK COUNTY DHS STANDARDS. IF DEPTH OF TRENCH EXCEEDS 5', THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING OR A SHEETING BOX IN ACCORDANCE WITH OSHA REGULATION AS AN ALTERNATIVE, IF PERMITTED BY THE ENGINEER, THE TRENCH WALLS MAY BE CUT BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL, WHICHEVER IS GREATER. WHERE PIPE IS INSTALLED WITH LESS THAN 3' OF COVER, ALL BACKFILL MATERIAL THROUGH THE PIPE ZONE IS TO BE CLASS I MATERIAL. Pipe Trench N.T.S. Source: VHB REV r PAVED AREA LANDSCAPED AREA SAWCUT EXISTING SEE APPLICABLE e PAVEMENT 2" BEYOND PAVEMENT SECTIONS yaa TRENCH WHERE REQ'D Notes: _I _1 _1 _1 .111 15" FOR PAVEMENT _I _I _I _I ■I q r _I _I we _I •111 RESTORATION (TYP.) !F 12" _1 we _I _I Re it e6� _I _l we we Rill O.D. + 2" MAX we 101 _I " " SEE NOTE 6"" 90' " 30" Roo Revision PAVEMENT SUBGRADE 8" 11 1/4' " 20'" SOILS WITHIN 9" OF •• 12"" 8"" 45' PAVEMENT SUBGRADE 30" „ ". COMPACTED TO 95% 8" 22 1/2' " 22"" OF MAXIMUM DENSITY w 17" BACKFILL ABOVE SPRINGLINE PER AASHTO T-99 zz „ TO BE PLACED IN 12" LIFTS 36" 12" 11 1/4' „ 30"' SOILS IN EXCESS OF N 15" 12" 45' 9" BELOW PAVEMENT 40" .. SUB -BASE COMPACTED awl " 35" TO 90% AASHTO T-99 " 25"" 12" 90' " 60" " 52" SPRINGLINE DBACKFILL �:Olf PLACED IN 6" i ` t `; LIFTS ON BOTH SIDES PIPE UP TO SPRINGLINE ELEVATION 6" BEDDING (CLASS 1,11 OR III) WHERE UNSUITABLE MATERIAL IS ENCOUNTERED DURING EXCAVATION OF TRENCH Notes' CLASS I, II, OR III COMPACTED BACKFILL MATERIAL REQUIRED IN ALL PIPE ZONES, PER SUFFOLK COUNTY DHS STANDARDS. IF DEPTH OF TRENCH EXCEEDS 5', THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING OR A SHEETING BOX IN ACCORDANCE WITH OSHA REGULATION AS AN ALTERNATIVE, IF PERMITTED BY THE ENGINEER, THE TRENCH WALLS MAY BE CUT BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL, WHICHEVER IS GREATER. WHERE PIPE IS INSTALLED WITH LESS THAN 3' OF COVER, ALL BACKFILL MATERIAL THROUGH THE PIPE ZONE IS TO BE CLASS I MATERIAL. Pipe Trench N.T.S. Source: VHB REV r 3 LOOPS #4 BARS ® 6" O.C. FOOTING 8" DIA. 5" DIA. 7.5" DIA. VALVE BOX DETAIL FACE OF CURBING GATE VALVE WITH ADJUSTABLE RISER, BOX AND COVER - PAVEMENT SURFACE z in 6" DIA. PIPE TEE MUNICIPAL STANDARD HYDRANT PUMPER CONNECTION TO FACE ROAD. FINISH GRADE 3' TYPICAL (SEE NOTE 2) OR TO MUNICIPAL STANDARD 0 COMPACTED BACKFILL - THRUST BLOCK - MIN. BEARING 9 S.F., DO NOT BLOCK DRAIN. 1 "" CLEAR (MIN.) �'20'(MIN.) UNDISTURBED ZEARTH OR "--MECHANICAL---/( ' • •.g yCOMPACTED \/ \ 7777\7 JOINT TYP 3. o .EMBANKMENT CONCRETE THRUST BLOCK 16" 5'-2" 16" C i0FFF-- _ N io CRUSHED STONE F e SUBGRADE (MIN. 1h C.Y.) 1Wl IMI a ml 91 t1 yaa _1 _1 _1 _1 •111 3 LOOPS #4 BARS ® 6" O.C. FOOTING 8" DIA. 5" DIA. 7.5" DIA. VALVE BOX DETAIL FACE OF CURBING GATE VALVE WITH ADJUSTABLE RISER, BOX AND COVER - PAVEMENT SURFACE z in 6" DIA. PIPE TEE MUNICIPAL STANDARD HYDRANT PUMPER CONNECTION TO FACE ROAD. FINISH GRADE 3' TYPICAL (SEE NOTE 2) OR TO MUNICIPAL STANDARD 0 COMPACTED BACKFILL - THRUST BLOCK - MIN. BEARING 9 S.F., DO NOT BLOCK DRAIN. 1 "" CLEAR (MIN.) �'20'(MIN.) UNDISTURBED ZEARTH OR "--MECHANICAL---/( ' • •.g yCOMPACTED \/ \ 7777\7 JOINT TYP 3. o .EMBANKMENT CONCRETE THRUST BLOCK 18"x18"x6" CONCRETE BASE C COMPACTED CRUSHED STONE F e SUBGRADE (MIN. 1h C.Y.) 1Wl IMI a ml 91 t1 yaa _1 _1 _1 _1 •111 Notes: _I _1 _1 _1 .111 1•CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON UNDISTURBED EARTH AS SHOWN. USE CLAMPS AND TIE RODS OR OTHER ACCEPTABLE METHOD OF JOINT RESTRAINT WHERE SOIL CONDITIONS PROHIBIT THE USE OF THRUST BLOCKS. 2. HYDRANT IN SIDEWALK AREAS TO BE LOCATED TO PROVIDE MINIMUM CLEAR SIDEWALK PASSAGE WIDTH OF 3 FEET AT HYDRANT. Hydrant Construction 6/08 N.T.S. Source: VHB REV LD -250 CONCRETE COLLAR C- TO BE POURED WITH TOP SLAB 4'-6" 2" CLEAR (MIN.) (TYP.) BILCO DOOR SHOWN IN OPEN POSITION (Q3 -AL OR EQUIV.) (AS SHOWN -SEE DETAIL) OF COPOLYMER PLASTIC MANHOLE STEP #PS2-PF (NOT SHOWN) `- FINISHED GRADE #3'S • 2'-0" O.C. - VERT. #4'S 0 12" O.C. - HORIZ. OUTLET SIDE SEE VAULT & BY-PASS PIPING NOTES 3,4,7 A 10 FOOTING ARSE GRAVEL FILL (APPROX. 1" - 1 1/2" IN SIZE) ELEVATION- NON TRAFFIC AREA Water Meter 12/14 N.T.S. Source: SCWA / FEBCO N.T.S. Source: SCWA BUILDING// F.F. EL. // PROPOSED CLEAN OUT A HEAVY DUTY, WATERTIGHT AND LOCKING CAST IRON 0 HEAVY DUTY, WATERTIGHT AND LOCKING CAST IRON COVER TO GRADE (SEE DETAIL ON SHEET) [8" SOLID PRECAST TOP SLAB (SEE DETAIL) COVERS TO GRADE �`�'T---�'� MIN. 4" DIA. SDR 35 PVC 8" MIN. TRAFFIC PLAN PIPE OR EQUIVALENT. BEARING TOP SLAB PITCHED MIN. 1/8" / 1" PROPOSED FINISHED GRADE HOUSE TRAP TO BE INSTALLED IN BASEMENT INLET FLOW LINE OUTLET 2' CAST IRON PIPE \� FROM BUILDING BAFFLE WALL BACKFILL TO BE CLEAN SECTION A -A SAND (SP OR SM BY MIN. 4" DIA. SDR 35 ASTM STANDARDS) PVC PIPE OR EQUIVALENT. PITCHED 1,500 GALLON SEPTIC TANK MIN. 1/4- / 1' NOTES 1. ALL DOMES AND COVERS TO MEET AASHTO H-20 LOADING REQUIREMENTS. TOP OF RING UNSUITABLE SOILS TO BE REMOVED AND _ REPLACED WITH CLEAN SAND FOR A 1� DIAMETER 6' GREATER THAN THE _ LEACHING POOL DIAMETER 3' COLLAR LEACMNG POOL HYDRAULIC CONNECTION IS ESTABLISHED WITH A MINIMUM OF 6' OF SUITABLE SOIL Sanitary Profile & Details 9/06 N.T.S. Source: VHB FULL PENETRATING PICK HOLE ( REQ'D 180' APART ON PERIMETER) PLAN 1/8' CLEARAI LETTERING 1 3/4"" HIGH RAISED 1/4"" LOCATS C DHS PARTE ON 0' PERIMETER a A a a NON-SKID COVER DESIGN `rA N I T ARS CIRCULAR RAISED RIB PATTERN MACHINED NON -ROCK SEATS 'A' = 27 3/4' 'Z' = 26' 'G' = 1 3/8' 'C' = 25 3/4' REINFORCING RIBS �'H' = 8' 'E' = 32' 'F' = 39' Neenah 1559-2000 frame with a 1556 cover, or Campbell 1203 frame with a 1009 cover NOTES: 1. WHEN A WATERTIGHT COVER IS REQUIRED, USE CAMPBELL FOUNDARY 1502 FRAME AND COVER ON AN ECCENTRIC MANHOLE CONE SECTION WITH A 24' DIA OPENING. 2. COVER TO BE HEAVY DUTY AND LOCKING CAST IRON TO GRADE. Standard Cast Iron MH Cover Detail 3/05 N.T.S. Source: VHB REV LD -N/A STOPPER OR END PLUG SUITABLE COVER TO GRADE SEWER PIPE ir- 45' ELBOWS ALTERNATE"A" STOPPER OR END PLUG SUITABLE COVER TO GRADE 30' EL VV TI IL ALTERNATE"B" t PIPE 1. CLEANOUT(S) LOCATED IN TRAFFIC AREAS SHALL BE PROVIDED WITH TRAFFIC BEARING FRAME AND COVER. 2. IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS AND ALTERNATE "B" IS FOR USE WITH BUILDING EXTENSION/CONNECTION. Typical Cleanout N.T.S. Source: SCDHS - Wastewater Management Figure 13 Table Of Dimensions BENDS B C ID E F e we _, _, _I 91111 C 1Wl IMI a ml 91 t1 yaa _1 _1 _1 _1 •111 ■ _I _1 _1 _1 .111 15" 12" _I _I _I _I ■I q r _I _I we _I •111 �, 11111 _1 _1 .111 !F 12" _1 we _I _I Re it e6� _I _l we we Rill i we 101 _I " " 13." TOP OF RING UNSUITABLE SOILS TO BE REMOVED AND _ REPLACED WITH CLEAN SAND FOR A 1� DIAMETER 6' GREATER THAN THE _ LEACHING POOL DIAMETER 3' COLLAR LEACMNG POOL HYDRAULIC CONNECTION IS ESTABLISHED WITH A MINIMUM OF 6' OF SUITABLE SOIL Sanitary Profile & Details 9/06 N.T.S. Source: VHB FULL PENETRATING PICK HOLE ( REQ'D 180' APART ON PERIMETER) PLAN 1/8' CLEARAI LETTERING 1 3/4"" HIGH RAISED 1/4"" LOCATS C DHS PARTE ON 0' PERIMETER a A a a NON-SKID COVER DESIGN `rA N I T ARS CIRCULAR RAISED RIB PATTERN MACHINED NON -ROCK SEATS 'A' = 27 3/4' 'Z' = 26' 'G' = 1 3/8' 'C' = 25 3/4' REINFORCING RIBS �'H' = 8' 'E' = 32' 'F' = 39' Neenah 1559-2000 frame with a 1556 cover, or Campbell 1203 frame with a 1009 cover NOTES: 1. WHEN A WATERTIGHT COVER IS REQUIRED, USE CAMPBELL FOUNDARY 1502 FRAME AND COVER ON AN ECCENTRIC MANHOLE CONE SECTION WITH A 24' DIA OPENING. 2. COVER TO BE HEAVY DUTY AND LOCKING CAST IRON TO GRADE. Standard Cast Iron MH Cover Detail 3/05 N.T.S. Source: VHB REV LD -N/A STOPPER OR END PLUG SUITABLE COVER TO GRADE SEWER PIPE ir- 45' ELBOWS ALTERNATE"A" STOPPER OR END PLUG SUITABLE COVER TO GRADE 30' EL VV TI IL ALTERNATE"B" t PIPE 1. CLEANOUT(S) LOCATED IN TRAFFIC AREAS SHALL BE PROVIDED WITH TRAFFIC BEARING FRAME AND COVER. 2. IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS AND ALTERNATE "B" IS FOR USE WITH BUILDING EXTENSION/CONNECTION. Typical Cleanout N.T.S. Source: SCDHS - Wastewater Management Figure 13 Table Of Dimensions BENDS B C ID E F BENDS B C I D E F 6"" 11 1/4' 8" 15" 12" 24" 12" 6"" 45' 8" 30" 12" 24" 14" 6"" 22 1/2' " 19" " " 13." 6"" 90' " 30" " Revision 27' 8" 11 1/4' " 20'" " •• 12"" 8"" 45' Date January 2, 2014 30" „ ". 24", 8" 22 1/2' " 22"" " •- 17" 8" 90' „ 38" „ .- 36" 12" 11 1/4' „ 30"' " •- 15" 12" 45' .. 40" .. 40" 12-22 1/2' " 35" " " 25"" 12" 90' " 60" " 52" Bends\� \, B Plan Table Of Dimensions �1 C UNDISTURBED SOIL P" I TEES G H I J TEES 6"x 6"x 6" 12" 24" 24" 18" 12"x 12"x 6" 12" 181' 8"x 8"x 6" 12"x 12"x 8" - 24" 8"x 8"x 8" 24" 12"x 12"x 12 " 36" 36" Tees 2t GH H /\ i, UNDISTURBED SOIL Plan Section 2-2 Notes: 1. PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE VALVES, AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR TEES). PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE VALVES. 2. CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND FITTING. 3. CONCRETE SHALL BE 3000 PSI -TYPE I. Concrete Thrust Block 10/10 N.T.S. Source: VHB LD -260 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 MAR 0 3 2015 Southold Town Planning Board 1 Site Plan Completeness 3/2/2015 AVL No. Revision Date Appvd. Designed by DEP Drawn by DEP Checked by AVL CAD checked by AVL Approved by KPW Scale NSA Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Site Details III DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number _ C-8 Sheet of 14 14 Project Number 29305.00 29305.00_0 T. D WG Landscape Notes 1. ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED AS SHOWN ON THE PLANS FOR FIELD REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL BELOW GRADE AND ABOVE GROUND UTILITIES AND NOTIFY OWNERS REPRESENTATIVE OF CONFLICTS. 3. NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY CONFLICT. 4. A 3 -INCH DEEP MULCH PER SPECIFICATION SHALL BE INSTALLED UNDER ALL TREES AND SHRUBS, AND IN ALL PLANTING BEDS, UNLESS OTHERWISE INDICATED ON THE PLANS, OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 5. ALL TREES SHALL BE BALLED AND BURLAPPED, UNLESS OTHERWISE NOTED IN THE DRAWINGS OR SPECIFICATION, OR APPROVED BY THE OWNER'S REPRESENTATIVE. 6. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS GRAPHICALLY SHOWN ON THE PLAN. THIS NUMBER SHALL TAKE PRECEDENCE IN CASE OF ANY DISCREPANCY BETWEEN QUANTITIES SHOWN ON THE PLANT LIST AND ON THE PLAN. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES BETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLANT LIST AND PLANT LABELS PRIOR TO BIDDING. 7. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE REVIEWED BY LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE. 8. ALL PLANT MATERIALS INSTALLED SHALL MEET THE SPECIFICATIONS OF THE "AMERICAN STANDARDS FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN AND CONTRACT DOCUMENTS. 9. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING DATE OF FINAL ACCEPTANCE. 10. AREAS DESIGNATED "LOAM & SEED" SHALL RECEIVE MINIMUM 6" OF LOAM AND SPECIFIED SEED MIX. LAWNS OVER 2:1 SLOPE SHALL BE PROTECTED WITH EROSION CONTROL FABRIC. 11. ALL DISTURBED AREAS NOT OTHERWISE NOTED ON CONTRACT DOCUMENTS SHALL BE LOAM AND SEEDED OR MULCHED AS DIRECTED BY OWNER'S REPRESENTATIVE. 12. THIS PLAN IS INTENDED FOR PLANTING PURPOSES. REFER TO SITE / CIVIL DRAWINGS FOR ALL OTHER SITE CONSTRUCTION INFORMATION. Irrigation Notes 1. CONTRACTOR SHALL PROVIDE COMPLETE IRRIGATION SYSTEM DESIGN AND INSTALLATION FOR PLANTINGS AND LAWN AREAS. DESIGN SHALL BE CERTIFIED BY A PROFESSIONAL LANDSCAPE ARCHITECT, ENGINEER, OR CERTIFIED IRRIGATION DESIGNER. DESIGN PLANS SHALL BE SUBMITTED TO OWNER'S REPRESENTATIVE FOR APPROVAL. 2. CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, AND EQUIPMENT FOR THE COMPLETE INSTALLATION OF THE IRRIGATION SYSTEM. 3. CONTRACTOR SHALL PROVIDE DRAWINGS, MATERIAL SPECIFICATIONS, SCHEMATICS, AND OTHER LITERATURE AS MAY BE REQUIRED, FOR ALL CONDUIT, CONTROLS,TIMERS, VALVES, SPRINKLER HEADS, CONNECTORS, WIRING, RAIN GUAGE, ETC. TO THE OWNER'S CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO INSTALLATION. 4. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND SUB CONTRACTORS. 5. (INSIDE BUILDING) BACKFLOW PREVENTER AND METER IS REQUIRED. IT SHALL BE IN CONFORMANCE WITH STATE AND MUNICIPAL REQUIREMENTS. (OUTSIDE BUILDING) BACKFLOW PREVENTER AND METER IS REQUIRED. IT SHALL BE IN CONFORMANCE WITH STATE AND MUNICIPAL REQUIREMENTS. LOCATE THIS EQUIPMENT IN A LOCKABLE 'HOT BOX'. 6. (INSIDE BUILDING) IRRIGATION CONTROL PANEL, BACKFLOW PREVENTER AND METER SHALL BE LOCATED IN THE BUILDING MECHANICAL ROOM. COORDINATE WITH THE GENERAL CONTRACTOR. (OUTSIDE BUILDING) IRRIGATION CONTROL PANEL SHALL BE LOCATED IN A LOCKABLE CABINET DESIGNED TO HOUSE THE CONTROL PANEL. 7. SITE CONTRACTOR SHALL PROVIDE 4" SCHEDULE 40 PVC SLEEVES UNDER PAVEMENT TO PROVIDE ACCESS FOR IRRIGATION LINES TO ALL IRRIGATED AREAS. Tree Protection 1. EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH TEMPORARY CONSTRUCTION FENCE. ERECT FENCE AT EDGE OF THE TREE DRIPLINE PRIOR TO START OF CONSTRUCTION. 2. CONTRACTOR SHALL NOT OPERATE VEHICLES WITHIN THE TREE PROTECTION AREA. CONTRACTOR SHALL NOT STORE VEHICLES OR MATERIALS, OR DISPOSE OF ANY WASTE MATERIALS, WITHIN THE TREE PROTECTION AREA. 3. DAMAGE TO EXISTING TREES CAUSED BY THE CONTRACTOR SHALL BE REPAIRED BY A CERTIFIED ARBORIST AT THE CONTRACTOR'S EXPENSE. Seeding Notes: 1) Areas indicated as "Lawn" and "Loam and Seed" on the drawings are to be seeded at a rate of 6 pounds per 1,000 square feet and are to receive the following seed mix: a. 10% Manhattan Perennial Rye b. 10% Creeping Red Fescue c. 30% Chewings Fescue d. 50% Kentucky Bluegrass (3 improved varieties) 2) Areas indicated as "Meadow Mix"" on the drawings are to be seeded with "ERNMX-156 Low Growing Wildflower and Grass Mix" as manufactured by Ernst Conservation Seed, 8884 Mercer Pike, Meadville, PA 16335. Seeding rate to be 40 pounds per acre. PLANT SCHEDULE BOTANICAL NAME COMMON NAME DECIDUOUS TREES BOTANICAL NAME COMMON NAME SIZE AR Acer rubrum 'October Glory' October Glory Maple 2 1/2 - 3" CAL. LS Liquidambar styraciflua American Sweet Gum 2 1/2 - 3" CAL. PC Pyrus calleryana 'Chanticleer' Chanticleer Pear 2 1/2 - 3" CAL. QP Quercus palustris Pin Oak 2 1/2 - 3" CAL. QR Quercus rubra Red Oak 2 1/2 - 3" CAL. EVERGREEN TREES BOTANICAL NAME COMMON NAME SIZE IA Ilex opaca American Holly 5 - 6' HT. IA1 Ilex opaca American Holly 6 - 7' HT. JV Juniperus virginiana Eastern Red Cedar 5 - 6' HT. JV1 Juniperus virginiana Eastern Red Cedar 6 - 7' HT. PG Picea glauca White Spruce 5 - 6' HT. PG1 Picea glauca White Spruce 6 - 7' HT. PR Pinus rigida Pitch Pine 5 - 6' HT. PR1 Pinus rigida Pitch Pine 6 - 7' HT. FLOWERING TREES BOTANICAL NAME COMMON NAME SIZE AM Amelanchier canadensis Shadblow Serviceberry 8 -10' HT./Multi-Stem BN Betula nigra 'Heritage' Heritage River Birch 12 - 14' HT., Clump, B&B CC Cercis canadensis Eastern Redbud 2 1/2 - 3" CAL. CF Cornus florida 'Cherokee Princess' Cherokee Princess Dogwood 2 1/2 - 3" CAL. PO Prunus incisa 'Okame' Okame Cherry 2 1/2 - 3" CAL. SHRUBS BOTANICAL NAME COMMON NAME SIZE SPACING ARM Azalea x Renee Michelle Renee Michelle Azalea 18 - 24" HT. ARB Azalea x 'Rosebud' Rosebud Azalea 18 - 24" HT. CA Clethra alnifolia 'Hummingbird' 'Hummingbird' Summersweet 2 - 2 1/2' HT. FG Fothergilla gardenii Dwarf Fothergilla/ 18 - 24" HT. IC Ilex crenata 'Convexa' Convex -leaved Japanese Holly 2 - 2 1/2' HT. IG Ilex glabra Inkberry 2 - 2 1/2' HT. 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. JH Juniperus horizontalis 'Bar Harbor Bar Harbor Creeping Juniper 18 - 24" SPD KL Kalmia latifolia Mountain Laurel 2 - 2 1/2' HT. LF Leucothoe fontanesiana Drooping Leucothoe 15 - 18" SPD. PF Pieris floribunda Mountain Pieris 18 - 24" SPD RV Rhododendron viscosum Swamp Azalea 2 - 2 1/2' HT. RP Rhododendron x'Olga Mezitt' Olga Mezitt PJM Rhododendron 2 - 2 1/2' HT. SP Spiraea x bumalda 'Little Princess' Little Princess Spirea 15 - 18" SPD. TG Taxus cuspidata 'Greenwave' Japanese Yew 18 - 24" SPD TH Taxus x media ' Hatfieldii' Hatfield Yew 3 - 4' HT. VD Viburnum dentatum 'Arrowwood' Arrowwood Viburnum 2 1/2 - 3' HT. ANNUALS/PERENNIALS BOTANICAL NAME COMMON NAME SIZE HS Hemerocallis hybrid 'Stella de Oro' Stella de Oro Daylily #1 POT GRASSES BOTANICAL NAME COMMON NAME SIZE FE Festuca glauca 'Elijah Blue' Blue Fescue *1 POT SPACING 18" o.c. SPACING 2' o.c. 2' o.c. SPACING 12" o.c. GRIFFING STREET 80 0 80 160 SCALE IN FEET Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 E C H E ER0 3 2015 Southold Town Planning Board 000 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 E C H E ER0 3 2015 Southold Town Planning Board Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Overall Planting Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number L-1 Sheet of 1 11 Project Number 29305.00 29305.00_LA. 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Designed by SFD Drawn by WHH I Checked by A VL CAD checked by WHH Approved by KPW Scale 1"=20' Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Shrub Planting Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number L-4 Sheet of 4 11 Project Number 29305.00 29305.00_LA. 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N P / / 1 Site Plan Completeness 3 2 2015 AVL M ADOW MIX (TYP.) \ o Revision Date Appvd. l 1 /nn 3 TG \ yh 38 > 1 Designed by SFD Drawn by WHH Checked by A VL ( J / \ 2 2 LF- ____ ___._.. ___-._......_s V 1 TH �( CAD checked by WHH Approved by KP 7 PF • Scale 111=20' Dat° January 2, 2014 2 KL 1 : ^^ _.....__.. /f' Project Title \ ^ r• � i.. �._ J The Heritage 4 LF 6 SP 1 TH \ ^JJ JJJ ._ i / \t CUtChOg ue 3 SP CD 38 VM 3 RV . �,, r� �3 IG00 • \�\\ .. f` N;°; �� • Cutchogue, New York 2 IC 6 SP _ \ 38 VM LF I�h., \ r ^ i\ 2 C Town of Southold + I � d01,. Issued for .r..r...._.._......_. _ . ._.._ .._.._. ^ 2 LF 1 TH ' : �� + ^ J i o _3 SP _ 8 L J� 2 KL , , L, , HS ` ... F 1 IM 16 rl► 7 LF 2 TG 2 KL \}� 1 IM 6 SP i:.> 3 LF \ = Not Approved for Construction 3 IC Jr 3 VD A" 6 LF Drawing Title k 2 IG U%'. 55 VM `16 HS Shrub 6 LF 2 IC Planting Plan TH k �Atti ^ KL 2 SP ^ ....... _ • n 3 TG 1 "A it 13 L-5 _ __ __._"_.. _____. 1 TH 3 VD , 7 SP �� ,•r`'' � ^ � � ^ J DIST 1000; SEC. 102; BLK. 1 LOT 33.3 L- 0 MATC INE 2 RP ^ ^ ^ y. !-^ J ^ ^, j 6O 1 Dewing Number I� 6 SP _\ rrr,.J•n`/,r, \/, •` 3 IG _ JjJ JJJ JJ •J J L 11 ARM -5 '. .i , _ . 9 IG Sheet of 20 0 20 40 5 11 Project Number SCALE IN FEET 29305.00 29305.00_LA. D WG r r ^ ^^ ^ r r` J J JJJ JJJ JJ JJ J J •••.,, 1 TH 8 LF 1 TH w 1 IM 2 IG 3 VD ` �-•I ^ ^ 7 SP 6 SP 3 TG X e ^ 2 SP 1 IR 3 LF IC \ 6 ►-+-1 ,\ ^ J SAM & 3 LF 2 KL 2 IC �� J JJ JJ ' EED�TYP.) 2 SP 7 LF 6 PF \� 2 IG 2 KL 2 IC U 16 HS 2 SP 1 TH + °7 LF_._ _.. HS _.. 1 IR g _. _ ...-......_ .._::- W..: ".:.: - ... _ :_.::..... :... 2 IC 2 SP 2 TG 2 •' IC LF °° 3 2 IC . BHS 1 IM 3 16 HS IC 30 ..` `:.. 16 HS ° - : `. 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N P / / 1 Site Plan Completeness 3 2 2015 AVL M ADOW MIX (TYP.) \ o Revision Date Appvd. l 1 /nn 3 TG \ yh 38 > 1 Designed by SFD Drawn by WHH Checked by A VL ( J / \ 2 2 LF- ____ ___._.. ___-._......_s V 1 TH �( CAD checked by WHH Approved by KP 7 PF • Scale 111=20' Dat° January 2, 2014 2 KL 1 : ^^ _.....__.. /f' Project Title \ ^ r• � i.. �._ J The Heritage 4 LF 6 SP 1 TH \ ^JJ JJJ ._ i / \t CUtChOg ue 3 SP CD 38 VM 3 RV . �,, r� �3 IG00 • \�\\ .. f` N;°; �� • Cutchogue, New York 2 IC 6 SP _ \ 38 VM LF I�h., \ r ^ i\ 2 C Town of Southold + I � d01,. Issued for .r..r...._.._......_. _ . ._.._ .._.._. ^ 2 LF 1 TH ' : �� + ^ J i o _3 SP _ 8 L J� 2 KL , , L, , HS ` ... F 1 IM 16 rl► 7 LF 2 TG 2 KL \}� 1 IM 6 SP i:.> 3 LF \ = Not Approved for Construction 3 IC Jr 3 VD A" 6 LF Drawing Title k 2 IG U%'. 55 VM `16 HS Shrub 6 LF 2 IC Planting Plan TH k �Atti ^ KL 2 SP ^ ....... _ • n 3 TG 1 "A it 13 L-5 _ __ __._"_.. _____. 1 TH 3 VD , 7 SP �� ,•r`'' � ^ � � ^ J DIST 1000; SEC. 102; BLK. 1 LOT 33.3 L- 0 MATC INE 2 RP ^ ^ ^ y. !-^ J ^ ^, j 6O 1 Dewing Number I� 6 SP _\ rrr,.J•n`/,r, \/, •` 3 IG _ JjJ JJJ JJ •J J L 11 ARM -5 '. .i , _ . 9 IG Sheet of 20 0 20 40 5 11 Project Number SCALE IN FEET 29305.00 29305.00_LA. D WG W x III\, "\ ,O\yl///p y 6l ,� y '1111\ — `` �� �\II I1I11\/,�`=moi, �O\1111/qi - y - .� 1 Uy °��•�/III\`C\\ a1"0z llll ,� \,p\IIIb,, /,III \,, = /,Ill, i,L�?'Y�\� ,1111=.a=='•�"` - • �c � `� �� `�� i��� `.�� ��O//Ill ��\ '��//1111 �\ ��/lull �\ �//1111 �\ '��llll �� r � J JJ i J 1 Site Plan Completeness r4, 7 AVL No. Revision Date Appvd. Designed by SFD Drawn by I�/flH Checked by A VL f: 33 rr. 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Designed by SFD Drawn by I�/flH Checked by A VL CAD checked by WHH Approved by KPW Scale I„_201 Date January 2, 2014 Project Title The Heritage At Cutchogue AS 3E Cutchogue, New York Town of Southold 38 VM Issued for 2 IC 2 LF 38 VM 38 VM Not Approved for Construction 2 IC 2 IC —1 F Drawing Title 2 LF 2 LF Jr x 2 IG Ar Shrub 6 CA 7 LF 1 TH k 6 LF Planting Plan 1 IR 2 KL 2 IG 3 TG 6 SP 6 LF �3 DIST 1000; SEC. 102; BLK. 1 LOT 33.3 3 VD Drawing Number 3 TG 71 2 L-6 B 20 0 20 40 SCALE IN FEET Sheet of 6 11 Project Number 29305.00 29305.00_LA. 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VM 3.8 _YM 3 LF 2 KL .. 1�3, 2 1 _ 3 ..._. 38 V 16 HS 2 LF 2 LF , ' �_W M 38 VM 2 IG 2 PF 7 LF + 2 TG 2TG 2 LF 7LF 6 PF 1 IM 6 CA j 2 LF 2 LF 2 KL 2 IC 6 SP 16 HS 2 IG 1 TH.f 2 LF 1 IR 9 SP 2 KL 2 IG 1 TH + 6 LF 9 SP 1 TH l 1 IR 1 TH 6 LF 2 RP 6 LF t k 3 TG 6 SP 2 IG 2 RP 1 IR 6 LF 3 VD # £ 2 IG 6 PF 3 TG mss. i '1 6 LF 6 SP 3 TG .`�'; 3 IG 6 LF 53 i 3 TG O 3 IG 59 ❑ B 54 ; B t t' 58 3 IC V2 TG-J�� #` I 55 7 LF8 LF t = 56 5� B M m 1 IM ii :t;i # BE OD 16 HS MAR 0 3 2015 00 D❑ 2 RP _ DDDo (p 3 LFSouthold Town Planning Board { r 34 130 DO :.. ' 2 SP LOAM & fi` ❑ ` ` 2 IC SEED (TYP.) 16 HIS J h \ C 1 TH o IMIT Y d•m 6 SP 6PF ,, 4 OF 2 KL 3 VD 32 3 TG 6 LF � N � � LIMIT OF 2 IG 1 Site Plan Completeness 3/2/2015 AVL • � _.._...... _..... EA MIX No. Revision Date Appvd. 7 LF , `; W Designed by SFD Drawn by KIHH Checked by ii VL 1 IRJ CAD checked by Approved by ' WHH KPW `< 30 Scale 1"=20' Date January 2, 2014 8 LF__..___..__.............._._._.._29 Project Title 16HS ' 7 LF 38 VM i Cl = �'. 28 The Heritage \\0 ' ^t 3 IG 2 KL 27 { 2TG 3 LF 2 IC At CUtChOgUe 2 LF.__ ` LIMIT OF IR GAT N 26 2 SP r ; 2 LF \ ( (TYP.) ` 2 IC \ t ` o F }l Cutchogue, New York 2 IC z i } -46 HS 6 SP 3 VD �1 38 VM _.._. __._. _ Town 0 Southold 6 CA�1 It.; t v _J:1 VY...I_t Issued for 1 TH 2 KL :t 2 KL Not Approved for Construction 6 SP rr� ,1 C4_ Drawing Title } • i ❑ 3 IG ❑ ,0.. 3 IG Shrub iF... 6 LF , >/ Z ” .... ul nig Plan t , t f.. s1•Y t_._,__... , 2TG 0- 2 LF - DIST 1000; SEC. 102; BILK 1 LOT 33.3 32 __. Drawing umberr,o VATCHL cpp_ 2 LF IG 38 VM L-7 Sheet of 20 0 20 40 7 11 Project Number SCALE IN FEET 29305.00 29305.00_LA. 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VM 3.8 _YM 3 LF 2 KL .. 1�3, 2 1 _ 3 ..._. 38 V 16 HS 2 LF 2 LF , ' �_W M 38 VM 2 IG 2 PF 7 LF + 2 TG 2TG 2 LF 7LF 6 PF 1 IM 6 CA j 2 LF 2 LF 2 KL 2 IC 6 SP 16 HS 2 IG 1 TH.f 2 LF 1 IR 9 SP 2 KL 2 IG 1 TH + 6 LF 9 SP 1 TH l 1 IR 1 TH 6 LF 2 RP 6 LF t k 3 TG 6 SP 2 IG 2 RP 1 IR 6 LF 3 VD # £ 2 IG 6 PF 3 TG mss. i '1 6 LF 6 SP 3 TG .`�'; 3 IG 6 LF 53 i 3 TG O 3 IG 59 ❑ B 54 ; B t t' 58 3 IC V2 TG-J�� #` I 55 7 LF8 LF t = 56 5� B M m 1 IM ii :t;i # BE OD 16 HS MAR 0 3 2015 00 D❑ 2 RP _ DDDo (p 3 LFSouthold Town Planning Board { r 34 130 DO :.. ' 2 SP LOAM & fi` ❑ ` ` 2 IC SEED (TYP.) 16 HIS J h \ C 1 TH o IMIT Y d•m 6 SP 6PF ,, 4 OF 2 KL 3 VD 32 3 TG 6 LF � N � � LIMIT OF 2 IG 1 Site Plan Completeness 3/2/2015 AVL • � _.._...... _..... EA MIX No. Revision Date Appvd. 7 LF , `; W Designed by SFD Drawn by KIHH Checked by ii VL 1 IRJ CAD checked by Approved by ' WHH KPW `< 30 Scale 1"=20' Date January 2, 2014 8 LF__..___..__.............._._._.._29 Project Title 16HS ' 7 LF 38 VM i Cl = �'. 28 The Heritage \\0 ' ^t 3 IG 2 KL 27 { 2TG 3 LF 2 IC At CUtChOgUe 2 LF.__ ` LIMIT OF IR GAT N 26 2 SP r ; 2 LF \ ( (TYP.) ` 2 IC \ t ` o F }l Cutchogue, New York 2 IC z i } -46 HS 6 SP 3 VD �1 38 VM _.._. __._. _ Town 0 Southold 6 CA�1 It.; t v _J:1 VY...I_t Issued for 1 TH 2 KL :t 2 KL Not Approved for Construction 6 SP rr� ,1 C4_ Drawing Title } • i ❑ 3 IG ❑ ,0.. 3 IG Shrub iF... 6 LF , >/ Z ” .... ul nig Plan t , t f.. s1•Y t_._,__... , 2TG 0- 2 LF - DIST 1000; SEC. 102; BILK 1 LOT 33.3 32 __. Drawing umberr,o VATCHL cpp_ 2 LF IG 38 VM L-7 Sheet of 20 0 20 40 7 11 Project Number SCALE IN FEET 29305.00 29305.00_LA. DWG .rte �# ..... . 20 0 20 40 SCALE IN FEET 00! •r Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 p CCS,- MAR 0 3 2015 Southold Town Planning Board Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Shrub Planting Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number L-8 Sheet of 8 11 Project Number 29305.00 29305.00_LA. D WG 1 Site Plan Completeness 3/2/2015 AVL No. Revision Date Appvd. Designed by SFD Drawn by WHH Checked by A VL CAD checked by WHH Approved by KPW Scale 1"=20' Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Shrub Planting Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number L-8 Sheet of 8 11 Project Number 29305.00 29305.00_LA. D WG 20 0 20 40 SCALE IN FEET Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Shrub Planting Plan DIST 1000; SEC. 102; BILK. 1 LOT 33.3 Drawing Number Sheet of 9 11 Project Number 29305.00 29305.00_LA. DWG 1 Site Plan Completeness 3/2/2015 AVL No. Revision Date Appvd. Designed by SFD Drawn by WHHChecked by AVL CAD checked by WHH Approved by KPW Sale 111=20, Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Shrub Planting Plan DIST 1000; SEC. 102; BILK. 1 LOT 33.3 Drawing Number Sheet of 9 11 Project Number 29305.00 29305.00_LA. DWG Q J O O O r) O) N W V) Z Q J O J / Q U W CD O S U U W CD Q t - w 0 O O r7 N C- a 0 L C O IL n 6i L0 L6 O N N O L U L c� L D C- C- 0 O N O IZ D_ W Z O IL O d n O LH O N N O C- 0 a G a C c0 G Q) q it O 20 0 20 40 �j SCALE IN FEET t i 000 00 0 0V Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Shrub Planting Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number L-10 Sheet of 10 11 Project Number 29305.00 29305.00_LA. D WG 1 Site Plan Completeness 3/2/2015 AVL No. Revision Date Appvd. Designed by SFD Drawn by wHH Checked by A VL CAD checked by wHH Approved by KP W Scale 1"=20' Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Shrub Planting Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number L-10 Sheet of 10 11 Project Number 29305.00 29305.00_LA. D WG HARDWOOD STAKES OR DEADMAN (TYP.) TREE PIT ROOT BALL GUY WIRE u111— ..:UNK Notes: 1. STAKING IS NOT REQUIRED FOR TREES UNDER 10" HIGH. 2. PAINT TOP OF STAKES ORANGE OR REFLECTIVE RED TAPE. NYLON TREE TIE WEBBING (LOOSELY TIED) TRUNK FLARE SHALL BE SET 2" ABOVE THE ESTABLISHED FINISHED GRADE 3" BARK MULCH, DO NOT PLACE MULCH WITHIN 3" OF TRUNK 2"X2" HARDWOOD STAKE OR DEADMAN (2 STAKES PER TREE) TIGHTEN AS SHOWN SLOPE TO FORM 3" HIGH SAUCER. PLANT BACKFILL MIXTURE. UNTIE AND CUT AWAY BURLAP FROM 1/3 OF ROOT BALL (MIN); IF SYNTHETIC WRAP IS USED, .REMOVE COMPLETELY SIT ROOT BALL ON EXISTING UNDISTURBED SOIL OR ON COMPACTED SUBGRADE Evergreen Tree Planting 6/08 N.T.S. Source: VHB LD 604 LJ A Mr%tAJ^r%r% [^TA 1/r -el VVI I" )LUr'CU JIULJ ioteS: NOT REQUIRED FOR =R 3" CALIPER. TREE TIE WEBBING _LY TIED) rOP 6" OF STAKES ORANGE LECTIVE RED TAPE B" HARDWOOD STAKE EKES PER TREE) WITHIN 6" OF ROOT BALL) ;HALL BE SET PLUMB, SETTLEMENT FLARE SHALL BE =TELY EXPOSED, SET )VE THE ESTABLISHED :D GRADE �K MULCH, T PLACE MULCH 3" OF TRUNK TO FORM � SAUCER BACKFILL MIXTURE. E AND CUT AWAY BURLAP A 1/3 OF ROOT BALL (MIN); (NTHETIC WRAP IS USED, OVE COMPLETELY ROOT BALL ON EXISTING ISTURBED SOIL OR ON PACTED SUBGRADE Tree Planting (For Trees Under 4" Caliper) 1/10 N.T.S. Source: VHB LD -602 HARDWOOD STAKES OR DEADPIA10 TREE PIT ROOT BAI GUY WIRE PLANTING TRANSITIC UNTIE AND CUT AWAY BURLAP FROM 1/3 OF ROOT BALL (MIN); IF SYNTHETIC WRAP IS USED, REMOVE COMPLETELY. SIT ROOT BALL ON EXISTING UNDISTURBED SOIL OR ON COMPACTED SUBGRADE PLANT BACKFILL MIXTURE Y2 INCH DIAMETER BLACK REINFORCED RUBBER HOSE GUYWIRE — SEE GUYING SCHEDULE ROOT FLARE SHALL BE SET 2" ABOVE THE ESTABLISHED FINISHED GRADE. 3"" PINE BARK MULCH, DO NOT PLACE MULCH WITHIN 3" OF TRUNK. SLOPE TO FORM 3" HIGH SAUCER. 3� ; % 2"X2" HARDWOOD STAKE OR DEADMAN LOCATE TWO OF THE THREE GUYS ON THE UPHILL SIDE OF THE TREE. 010F _ TRANSIIT ON SLOPE DESIGN SLOPE COMMON FILL 4" LOAM AND SEED OR SOD Tree Planting on Slope 1112 N.T.S. Source: VHB LD -605 HARDWOOD STAKES OR DEADMAN (TYP.) TREE PIT ROOT BALL GUY WIRE ,:UNK 3" Notes: 1. STAKING IS NOT REQUIRED FOR TREES UNDER 12' HIGH. NYLON TREE TIE WEBBING (LOOSELY TIED) PAINT TOP 6" OF STAKES ORANGE OR REFLECTIVE RED TAPE 2"x2"x8' HARDWOOD STAKE (2 STAKES PER TREE) (PLACE WITHIN 6"" OF ROOT BALL) TRUNK FLARE SHALL BE COMPLETELY EXPOSED, SET 2" ABOVE THE ESTABLISHED FINISHED GRADE 3"" PINE BARK MULCH, DO NOT PLACE MULCH WITHIN 3" OF TRUNK. PLANT BACKFILL MIXTURE. SLOPE TO FORM 3" HIGH SAUCER. /�'\��/%�/%�/i\�/%\���\�/�\\/ \/ UNTIE AND CUT AWAY BURLAP FROM 1/3 OF ROOT BALL (MIN); IF SYNTHETIC WRAP IS USED, HOLE — THREE TIMES ROOTBALL DIAMETER REMOVE COMPLETELY. WITH SLOPED SIDES SIT ROOT BALL ON EXISTING UNDISTURBED SOIL OR ON COMPACTED SUBGRADE Multistem Tree Planting 6/08 N.T.S. Source: VHB LD -606 EXCAVATE SHRUB BED TO REQUIRED DEPTH AND BACKFILL WITH SPECIFIED SOIL MIX. SOIL MIX SHALL BE CONTINUOUS WITHIN EACH SHRUB BED. 3" PINE BARK MULCH DO NOT COVER STEMS OR TRUNK J J Q= z M I— a- UJ 00 N 0 of HOLE (THREE TIMES ROOTBALL DIA. WITH SLOPED SIDE) Notes: 1. LOOSEN ROOTS AT THE OUTER EDGE OF ROOTBALL OF CONTAINER GROWN SHRUBS. TOP OF ROOT BALL 1 INCH ABOVE FINISH GRADE SLOPE TO FORM SAUCER. SIT ROOTBALL ON EXISTING UNDISTURBED SOIL OR ON COMPACTED SUBGRADE UNTIE AND ROLL BACK BURLAP FROM 1/3 (MIN) OF ROOT BALL; IF SYNTHETIC WRAP IS USED, REMOVE COMPLETELY. Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 MAR 0 3 2015 Board rrOJec[ irae The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Planting Details Shrub Bed Planting 6/08 N.T.S.Source: VHB LD -601 DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number L-11 Sheet of II 11 Project Number 29305.00 29305.00_LA. D WG 1 Site Plan Completeness 3/2/2015 AVL No. Revision Date Appvd. Designed by SFD Drawn by WHH Checked by A VL CAD checked by WHH Approved by KPW Scale As Noted Da January 2, 2014 rrOJec[ irae The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Planting Details Shrub Bed Planting 6/08 N.T.S.Source: VHB LD -601 DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number L-11 Sheet of II 11 Project Number 29305.00 29305.00_LA. D WG a: 0 M I 0 0 ori 0 M 0) N W U) z Q J / / 0 Q W 0 0 i— C� W Q it W O 0 LO 0 M N a. O Q) 0) C Q 0 c .a J N 0 N N 0 U 0 T 0 O M 0 0 z a J Q n a r - M O M [J N N O t U 0 >, 0 C O 0 BORING Noll. uA,a 12/7/06 0AVACM1 111xrr REPORT ON SCRINGS 12/7106 SUMAM su mwk GENERAL NOTES wrw OLOAS awew�E of ROAM SIN TOPSOIL COARSE TO FINE -IRMIN SAID, OFC WOM 61LTY TOPSOIL NROWN-AND .._ .. ... _. _._ SILTY LOAM 1) WATER LEVELS SHOWN AT THOSE .,..,,...•. .-14 _ _ MEASURED ON'THE DATE INDICATED GRAVEL (SW) _ COARSE Ta P114S ER,OWN "D AND MAT NOT HE REFLECTIVE OF 24 �. 16 _ COARSE TO FINE BILOWN AND DAILY OR SEASONAL VARIATION ...,,..... '1-2 - - .• LIGHT BROW SAND An, IN THE ,GROUNDWATER LEVEL, ..�„ , . ...,. GRAVEL, OCCASIONAL LARGE 2) THE E4t�xNG RESULTS GRAVEL ("SW) is �� ,2 GRAVEL (sW) REPRESENT SiSR-StiRFACE 2. COARSE 201 -FINE mROWN AND io CONDITIONS AT TRE BORING _ _ .. .... ..•. COJLRSE TO FINE GROWN ALND LOC&TTONS ONLY hND ARI 140T .. .. ... LIGHT b?,0V v SAND AND NECESSARILY 9LEPRESENTATIVE -.. 12,, �•... 20 GxkvFL (5w) OF CONDITIONS AT OTHER 6 . .... ........$ .." - 14 10CATION5. 3 .. -10 14 ,i0.., 15 12 --__ ..., .., 12 20 14 12 25 z5 12 END 4F BORINC: 2510" NO WATER 1NC00711 ZD . 17 5 25 34 EM OF BORING: '25'10it' END OF sop'ING: 25 011 REPORT ON BORINGS END OF BORING: 25`0" BORING No. 2 uA,a 12/7/06 0AVACM1 111xrr 0WK IN FW droow M"M'rs SM111 C NOi• > eecrol oil SOF SNI" P sii e>arrawa►� 21 3D SIN TOPSOIL COARSE TO FINE -IRMIN SAID, OFC WOM '•.. NROWN-AND GRAVEL, OCCASIONAL LARGE 5 ��- SIDIME SILT, SDME GRAVE, ($M) Comm TO FIRE BRO'W'3t J SAND .,..,,...•. 7 7 _ _ __.. GRAVEL (SW) OD GRAVEL (SW) COARSE Ta P114S ER,OWN "D ». 24 L4 _ Site Plan Completeness 10 ...,,..... PXX EZ, OCCASIONAL LARD$ .... ..._ �........ ..�„ GRAVEL (SW) - ._ 15 9 10 GRAVEL ("SW) ...� _... ..,��,.,.:_......._.. w 2. COARSE 201 -FINE mROWN AND io ... - _ _ .,......__ LIGHT DROWN SAND ASD 12 .1S -.. 12,, �•... 20 25 3 2 14 -- END OF - BONING : 2.51011 GENEifZli. morn WfL 17'7" BORING No. SORiNGS w 1215 /86 fRTON sii e>arrawa►� 21 3D BORING No. 7 w 1215 /86 BROWN TO FLNL�' DROWN AND sii e>arrawa►� 21 3D LIGHT BROWN SAND AM OFC WOM '•.. NROWN-AND GRAVEL, OCCASIONAL LARGE ��- .. ...� . ...,, .,.... _._.... .,..,,...•. SILTY LOAM _ 24 22+ __.. GRAVEL (SW) COARSE Ta P114S ER,OWN "D 19 24 LIGHT BROWN SAND AND _ Site Plan Completeness ...... ...,,..... PXX EZ, OCCASIONAL LARD$ .... ..._ �........ ..�„ GRAVEL (SW) - ._ 12 16 GRAVEL ("SW) ...� _... ..,��,.,.:_......._.. w 2. COARSE 201 -FINE mROWN AND ... - _ _ .,......__ LIGHT DROWN SAND ASD 12 rmm (Sw) 20 12 12 14 12 3 .. 14 ,i0.., 15 12 ..., .., 14 20 14 12 25 I5 12 END 4F BORINC: 2510" 17 5 z� 34 EM OF BORING: '25'10it' REPORT ON BORINGS GENERA!. NOTES W/L 25'7" ' REPORT ON $ORlNGS .+ 13ORING No. .► om. 1215/06_ slpr >a�v�7ft w � M � � $ENE1tM. NOTES Tal' SOIL 14C -, ..... ....., 13ORING No. .► om. 1215/06_ slpr >a�v�7ft w � M � � $ENE1tM. NOTES Tal' SOIL BORING. NCS. �'► . l, ,. a � k 2/5 / 06 Il�taerNicrt ' W MW MO" Na, OF 42 Ir�NERlti[: NaiBS .. _,..., _... _,.._. 14C -, ..... ....., SILTY LOAM, BROWN SILT BROWN TO FLNL�' DROWN AND 21 3D LIGHT BROWN SAND AM ."... '•.. NROWN-AND GRAVEL, OCCASIONAL LARGE „ .._,,.. .. • . GRAVEL (SW) 11 24 22+ __.. GRAVEL (SW) 2 10 Site Plan Completeness 3/2/2015 COARSE TQ FINE DROWN ANA No. .... _,. ,,.-._... .» �........ LIGHT 3ROWN SAND AND Drawn by DEP ._ CAD checked by A VL Approved by KP w GRAVEL ("SW) Date January 2, 2014 ib 12 20 12 �. 16 12 .. 14 ,i0.., ._ 12 ..., .., .... . T4............... 25 I5 12 END 4F BORINC: 2510" BORING. NCS. �'► . l, ,. a � k 2/5 / 06 Il�taerNicrt ' W MW MO" Na, OF 42 Ir�NERlti[: NaiBS .. _,..., _... _,.._. _,- . __. ,._....J. -12 „ M•W„•,, ,..._.. 7 14 ..... ....., SILTY LOAM, BROWN SILT J'XAl E GRAYTSR (SM). _ COARSE TD• FINE NROWN-AND 5 •LIGBT BROWN SAND -AND ; 11 ........, . __.. GRAVEL (SW) 2 10 Site Plan Completeness 3/2/2015 AVL No. Revision Date 9 $.. Drawn by DEP Checked by A VL CAD checked by A VL Approved by KP w Scale N/A Date January 2, 2014 20 _ .. �. 12 12 T4............... 25 I5 12 END OF BORING: 25'0” General Notes 1. SOIL BORINGS PERFORMED BY SLACKE TEST BORING, INC. ON DECEMBER 5, 2006. 2. SEE UTILITY PLANS BY VHB FOR BORING LOCATIONS. 0/0 00 1 v Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 C E � V MAR 0 3 2015 Southold Town Planning Board Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Soil Borings DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number SB -1 Sheet of I 1 Project Number 29305.00 29305.00_BOR. D WG 1 Site Plan Completeness 3/2/2015 AVL No. Revision Date Appvd. Designed by DE.PI Drawn by DEP Checked by A VL CAD checked by A VL Approved by KP w Scale N/A Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Soil Borings DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number SB -1 Sheet of I 1 Project Number 29305.00 29305.00_BOR. D WG Soil Remediation Calculations TOTAL SITE AREA = 2,003,324 SF (45.99 Ac.) TOTAL IMPACTED MATERIAL (12") = 74,197 CY AREAS OF SOIL WITH NO STRIPPING REQUIRED: AREA 1 = 229,000 SF = 8,483 CY AREA 2 = 183,000 SF = 6.778 CY SUBTOTAL 15,260 CY TOTAL MATERIAL TO BE BURIED ON SITE = 74,197 — 15,260 = 58,937 CY IMPACTED MATERIAL BURIED: AREA 3 = 23,000 SF 4,259 CY AREA 4 = 159,000 SF 41,222 CY AREA 5 = 20,000 SF 3,704 CY AREA 6 = 32,000 SF 1,185 CY BERM CONSTRUCTION Date Appvd. 30 SF IMPACTED MATERIAL/LF BERM X 3,800 LF BERM) = Drawn by A VL 4,222 CY AREA 2 (MIX INTO STRUCTURAL FILL) = 4.900 CY TOTAL MATERIAL BURIED ON SITE = ±59,493 CY NOTE- AREAS 3, AND 5 TO BE EXCA VA TED TO A MINIMUM DEPTH 6 FEET BELOW PROPOSED GRADE. AREA 4 TO BE EXCA VA TED TO 8 FEET BELOW PROPOSED GRADE. IMPACTED MATERIAL TO BE BURIED IN AREAS WITH MINIMUM 1 FT CLEAN TOPSOIL. 60 0 60 120 SCALE IN FEET Legend AREA OF SITE DOES NOT REQUIRE STRIPPING + + OF IMPACTED MATERIAL DUE TO FILL ABOVE. + + AREAS OF OVER—EXCAVATION IN ORDER TO BURY IMPACTED MATERIAL IMPACTED AREA TO BE STRIPPED 12" AND BURIED ONSITE. Soil Management Notes 1. CONTRACTOR IS RESPONSIBLE FOR COMPLETING EARTHWORK RELATED TO ARSENIC AND MERCURY IMPACTED SOILS IN ACCORDANCE WITH THE GUIDELINES SET FORTH BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES, NYS DEC AND ANY OTHER RESPONSIBLE AGENCIES. 2. ALL IMPACTED SOIL SHALL BE STRIPPED AND BURIED PRIOR TO THE START OF ANY CONSTRUCTION OF INFRASTRUCTURE. 3. ALL IMPACTED SOIL IS TO REMAIN ON SITE AND SHALL BE BURIED AND COVERED WITH A MINIMUM OF 1' NON—IMPACTED MATERIAL. 4. THE CONTRACTOR IS REQUIRED TO ADHERE TO THE REQUIREMENTS OUTLINED IN THE PROJECT STORMWATER POLLUTION PREVENTION PLAN. 5. CONTRACTOR TO REFER TO SEPARATE SOIL BORING PLAN AND SITE PLANS FOR ADDITIONAL INFORMATION. 6. FILL LOCATED UNDER PAVED SURFACES OR BUILDINGS SHALL BE SAND/GRAVEL MIXTURES WHEREVER POSSIBLE. MIXTURE OF IMPACTED OR NON—IMPACTED LOAM REQUIRED FOR THESE AREAS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS TO ENSURE STRUCTURAL INTEGRITY. 7. FILL MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 8. IMPACTED MATERIAL SHALL NOT BE MIXED INTO THE TOP FOOT OF MATERIAL ON THE SITE. 9. CONTRACTOR SHALL STOCK PILE IMPACTED MATERIAL SEPARATE FROM NON—IMPACTED MATERIAL. STOCKPILES THAT REMAIN UNTOUCHED FOR LONGER THAN 72 HOURS SHALL BE COVERED WITH POLYETHYLENE PLASTIC. 10. CONTRACTOR SHALL KEEP A WATER TRUCK ON SITE AND ANY OTHER MEANS NECESSARY TO CONTROL DUST DURING THROUGHOUT CONSTRUCTION. 11. CONTRACTOR TO UTILIZE NON—IMPACTED SAND AND LOAM MATERIALS FROM AREAS 3, 4 AND 5 FOR STRUCTURAL FILL AS WELL AS TOPSOIL. 12. NO IMPACTED MATERIAL SHALL BE PLACED BENEATH DRAINAGE RESERVE AREAS OR AT THE BASE OF DRYWELLS AND SANITARY SYSTEMS. 000 r�O Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 N N Froject Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Soil Management Plan MT['T 9 AAA. f r/' 9 f%n. r] 1 1/ 4 1 /1 n n' Drawing Number SMP -1 Sheet of 1 1 Project Number 29305.00 29305.00_5MP. DWG 1 Site Plan Completeness 3/2/2015 AVL No. Revision Date Appvd. Designed by A VL Drawn by A VL Checked by CAD checked by Approved by KP W Scale 1"=60' Date January 2, 2014 Froject Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Soil Management Plan MT['T 9 AAA. f r/' 9 f%n. r] 1 1/ 4 1 /1 n n' Drawing Number SMP -1 Sheet of 1 1 Project Number 29305.00 29305.00_5MP. DWG Open Space Site Data. TOTAL SITE AREA = 2,003,582 SF OPEN SPACE REQUIRED: 50% OF TOTAL SITE .50 x 2,003,582 SF = 1,001,791 SF OPEN SPACE PROVIDED (HATCHED AREA): 643,750 SF + 335,000 SF + 6,050 SF + 17,000 SF = 1,001,800 = 50% 1000-102-1-5.2 NOW/FORMERLY OF ROSES VINYARD, LLC PO BOX 914 CUTCHOGUE, NY 11935 S38 -30'50"E (DEED) 1000-102-1-9.2 NOW/FORMERLY OF BARBARA GRATTAN 427 OSTRANDER AVENUE RIVERHEAD. NY 11901 1901.44' (DEED) 1904.80' (ACTUAL) S38-24'20"E(ACTUAL) y yyyyy "yyyyyyy "yyyyyy"yy "yyyyyyyy"y"y""Y,y yyyy"yyyy y y""yy""„y” "" y"y " yy " ". w Co 1000-102-1-23.1 yyyyyyy"yyyyy" yyyyyyyyyyyyyyyy"yyyyyyyyyy""yyyyyyyyy"yyyyyyyyyyyyyyyyyyyy"yyyyyyyyyy"yy""yyyyyyyyy"" "yyyy"yyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyy"""yyyy".yyy yyyyyyyyy ""yy 0�0. 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D WG 1 Site Plan Completeness 3/2/2015 AVL No. Revision Date Appvd. Designed by DEP Drawn by DEP I Checked by A VL CAD checked by A VL Approved by KPW Sale I,f=80, Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Open Space Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number OS -1 Sheet of I 1 Project Number 29305.00 29305.00_ OPEN SPA CE. 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"ll.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.o 0.0 0.0 b.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0. 0.0 0.0 0.0 0.0 0.0 O.o 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o .o .0 .10 .0 .0 .0 .0 .o .10 .0 .0 .0 .o .0 .o .o .0 .o .o .o .o .o .o .0 .o .0 .o .. .. .. , l5i1 8 41 ll� 4o 1. 4b.. 1. I. Luminaire Schedule Symbol Label Arrangement Lumens/Lamp LLF Total Watts Description DAA -S12 -T3-2 BACK -BACK 12600 0.750 1520 BAA-S12-H-T3-EP-150PMH-MT-BZ-P BAA -S12 -T3 SINGLE 12600 0.750 1900 BAA-S12-H-T3-EP-150PMH-MT-BZ-P BAA -S16 -T4 SINGLE 22000 0.750 1440 BAA-SI6-H-T4-EP-250PMH-MT-BZ-P BSP-GRS SINGLE 9000 0.750 762 BSP-GRS-V-FC-1001"MH-MT-BZ-P BAMS16- 2 BAA -S12 -T4 v S 1 BACK -BACK I SINGLE 1 22000 1 12600 1 0.750 1 0.750 576 1 190 1 BAA-Si6-H-T4-EP-250PMH-MT-BZ-P I BAA -Sl 2-H-T4-EP-150PMH-MT-BZ-P Calculation Summary Label Avg Max I Min I Avg/Min I Max/Min Grounds 1.14 16.3 0.0 I N.A. I N.A. Property Line 0.00 0.1 I 0.0 I N.A. I N.A. Fixture Mounting Height: Pole Mounted: 76, 14' AFG (12' Pole + 2.0' Base) Proposed Poles meet 140 mph sustained winds. Additional Required Equipment: (68) - PS4S12C1 BZ - (12' X 4" X .125", Square Steel Pole, Side arm mount) (a) - PS4S12C2BZ - (12' X 4" X .125", Square Steel Pole, Back to Back 180*) (4) - SBL -16 - (Standard Backlight Shield) ***Customer to verify voltage, photocell, post -top and color prior to placing order."** OO O O 0 0 0 - 10 - 0 0 Q- - o e o 0 10 e e e ❑ o 00 o / Project Name: Heritage Cutchogue Date: 1 2/11/2014 Scale: 1 "=80' Filename: V:\Common\AppEng\OUT\141209HClCJWRI.AGI Customer responsible to verify ordering infor catalogue number prior to placing order. 1200 92nd Street - Sturtevant, WI 53177 www.cree.com - (800) 236-6800 Customer No: 01232 Footcandles calculated at grade Layout by: Collin Witherow /Illumination results shown on this lighting design are based on project parameters provided to Cree, Inc. used in conjunction with luminaire test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The customer is responsible for verifying dimensional accuracy along with compliance with any applicable electrical, lighting, or energy code. 0.0 0.0 0.0 0.10 b.o b.o o.o 10.10 o.o o.o o.o b.o b.o o.o o.o o.o b.o o.o o.o o.o o.o o.o o.o o.o o.o 10.10 o.o o.o o.o b.o b.o 0.0 0.0 0.0 0.0 0.o b.I 10.10 0.10 a.o o.o o.o o.o a.o b.o b.o b.o b.o a.o b.o b.o b.o W tion 4� l M� z U I 1 'Efl N I 1 M--4 I --i I.I.4 I--4 A,.W <-. ` i�""""ll"i -/ i •r `l"" I lb Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 MAR 0 3 2015 Town Board Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Lighting Plan DIST 1000; SEC. 1021 BLK. 1 LOT 33.3 Drawing Number LI -1 Sheet of 1 3 Project Number 29305.00 29305.00_LIGHTING. DWG 1 Site Plan Completeness 3/2/2015 AVL No. Revision Date Appvd. Designed by Drawn by Checked by CAD checked by Approved by Scale 111=40' Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Lighting Plan DIST 1000; SEC. 1021 BLK. 1 LOT 33.3 Drawing Number LI -1 Sheet of 1 3 Project Number 29305.00 29305.00_LIGHTING. DWG 3. 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MH' 14 2.2 4.1 4.2 5.1 2.4 1.3 0.9 0.t 1.0 2.1 3.1 4.G 4.9 2.t 1.9 1.7 2.9 3.9 3.3 2.3 1.3 .4 1. 3.2 4.5 2 0. 0.1 O.G 0.1 b.l 0.0 0.0 .0 0.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 b.0 0.0 0.0 5.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.0 0.0 1 `.0 O.6 0.5 1.1 0.9 1.1 2.0 2.3 l.t 1.G 1.3 1.0 1.4 1.5 2.3 .2 1.3 1.5 '1.4 1.! 1.t 1.4 3.1 2.G 1.G +.1 13.3 3.2 0 '.5 0.1 0 +0.0 b.0 b.0 0.0 5.0 a.0 0.0 a.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. b.0 0.0 b.0 0.0 0.0 b.0 0.o 0 0.0 0.0 0 Luminaire Schedule If Dili Symbol Label Arrangement Lumens/Lamp LLF Total Watts Description BM -S12 -T3-2 BACK -BACK 12600 0.750 1520 BM-S12-H-T3-EP-150PMH-MT-BZ-P BM -S12 -T3 SINGLE 12600 0.750 100 BM-S12-H-T3-EP-150PMH-MT-BZ-P BM -S16 -T4 SINGLE 22000 0.750 1440 8M-S16-H-T4-EP-250PMH-MT-BZ-P BSP-GRS SINGLE 9000 0.750 762 BSP-GRS-V-FC-10011DMH-MT-0Z-P BM -S16- 2 I BACK -BACK 1 22000 1 0.750 576 1 BM-S16-H-T4-EP-250PMH-MT-BZ-P BM -S12 -T4 w S I SINGLE 1 12600 1 0.750 1 190 I BM-S12-H-T4-EP-150PMH-MT-BZ-P MN.14 1.2 2.3 4.G 11.5 '7.0 4.4 3.5 1.2 0.7 0.4 0.7 0.t 1.2 1.5 1.3 1.4 a.1 1.0 0.6 0.7 1.2 1. 1.3 1.2 1.4 1.0 1.0 'O.G 0., 0.t 1.1 1.] 1.9 1.7 1.G 1.0 0.f 0.4 0.3 0.3 0.3 b.5 O.t 1.7 1.5 2.i 1.9 2.1 1.6 1.7 0.9 O.G 0.4 0.4 0. .t 0.5 0.5 1.0 4.9 5 l.t 2 �'pts 3. 11.2 0.0 0.0 *.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 O.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 b. O.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MH. 10 1.3 1.7 2.5 3.1 3.1 3.2 1., 1.2 0.2 0.2 0 0.3 O.t ./ l.t 1.5 1.4 2.5 3.5 2.3 0. 0.3 0.3 0.3 0.2 0.3 0.2 0.3 0.7 2 3.1 + 1 1.5 3 1.4 .3 0.5 0.2 0.1 0.1 0.7 1.0 2.7 5.1 4.1 4.t 2.9 1.1 b.t 0.5 b 5.2 0.2 0.2 0.2 0.1 0.2 0.5 .1 i tSrGRS 1 0.4 isr-0R5 0.0 0.0 0.0 0.0 0. 0.0 0.0 a.0 a.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 0.0 MH. 11 MH' 11 p Calculation Summary 2.s 1.7 2.1 2. 1.5 0./ 0.G 0.G 0.3 0.1 0.1 0. 0.3 .0 4.2 2.1 1.4 2.9 i.2 .5 0. 0.2 0.1 0.1 0.1 0.1 0.1 b.2 0.7 2 i.G ' 3 l.t 5 4.1 .7 O.G 0.2 0.1 0.1 `0.2 0.5 1.1 2.7 4.0 41 4.4 3. l.t 1. 2.0 1 0.7 b.2 0.1 b.l 0.1 0.2 b. 2.7 0. b + .0 0.0 b.0 0.0 5.0 ' .0 0.0 0.0 0.0 0.0 b.0 0.0 5.0 O.o 0.0 0.0 5.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MN: U , 0 Label Avg Max Min Avg/Min Max/Min E4.5 2.0 4.4- 3. b.4 0.2 0.1 0.1 b.1 0.1 0.4 0 1.3 .a 13.! 3.9 1.2 2.2 0.1 O.o 0.0 b.0 0.1 0.4 1.2 2.1 • 83p-" Grounds 1.5 2 13.7 .2 0. 0.1 b. 0.0 0.1 0.3 0.6 1.5 1.f 3.G 4.3 5. 2.2 2. 4.0 2 0.! 0.2 b.l 0.1 0.1 0.5 2.G 0.0 2 0.2 0.1 0.0 0. 0.0 0.0 0.0 0.0 b.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 B.0 0. 0.0 0.0 b.o 0.0 0.0 0.0 a.0 0.0 0.° Grounds 1.14 16.3 0.0 N.A. N.A. tM-0RS wr-aRs MHz MH: 10 itr-0RS .0 �i11 R' Property Line 0,00 0.1 0.0 N.A. N.A. 1.1 1.9 4.a 1. 1.1 0 0.1 0.0 0.0 0.1 0 1.0 + c 5.1 0.0 0.0 b.o 0.0 0.0 0.0 0.0 O.G 2.7 4.1 .0 0.0 Mi: 1t b. 0.0 5.0 o b.l 0.2 0., 0.7 .! 4.G 4. 2.2 3. 1 3 i b.l 0.0 0.0 0.1 0.3 1 17./ .3 `.0 0. 1t 5.5 .9 0.3 0.1 0.0 0.0 +.0 0.0 0.0 0.0 0.0 0.0 b.0 0.0 0.0 0.0 b.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 b.0 a.0 0.0 0.0 1 W � � OD _o oo eo e_ o 0 -- 4 ❑ = � O M-4 e o e o 0 0 1200 92nd Street - Sturtevant, WI 53177 o° e o o e W '1� ❑ 1 ® www.cree.com - (800) 236-6800 U Effiffil Project Name: Heritage Cutchogue //Customer No:01232 Date:12/11 /2014 Scale: 1 "=80' Footcandles calculated at grade �I Filename: V:\Common\AppEng\OUT\141209HC1CJWR1.AG1 Layout by: Collin Witherow ri I H I.-4 Illumination results shown on this lighting design are based on project parameters provided to Cree, Inc. used in conjunction with luminaire test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The customer is responsible for verifying dimensional accuracy along with compliance with any applicable electrical, lighting, or energy code. tion/ �0i �:,. z �00-.Mglwl �0 11� V 13 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 If Dili 1 Site Plan Completeness 3/2/2015 AVL No.Revision Date Appvd. Designed by Drawn by Checked by CAD checked by Approved by Scale 111=40' Date January 2, 2014 tiP4KS itraRS MH: 10 .0 0.0 b. MH: 10 0.0 0. 0.o 0.0 b.o 0.0 0 b.o .s 0.0 0.o 0.o b.o 0.0 0.o 0.o +0.00.o 0.0 0.0 0.0 b.o 0.0 0.0 4.0 , 0.0 0.0 b.o 0.0 0.0 0.0 b.o 0.0 +0.00.o 0. b.0 0.1 0.G 2.1 .c 2 <iRs MHz 10 b.l b.o MH: tt b.0 O.o o b.o 0.0 b.o 0.1 b.0 b.0 0.0 0.0 0.0 b.0 b.0 0.1 0.z i.o 3.0 5.7 1.7 b.4 0.1 a.o 0.0 0.0 8.0 0.0 b. b.o 0.0 0.0 0.0 b.0 0.0 b.0 b.0 b.o 0.0 b. 0.0 0.o b.o b.o o.0 0.0 O.o O.o a.o 0.0 0.0 0. 0.0 0.0 0.0 b.o o b.o b. b 0.0 o►+Ri o.o iSPG MH 1. o.o o.o o.o NF -4" M,: 1t i.t taraRs b. O.o o.o o.o o b.o 0 0 0 o.a o.0 0.3 0.l o.l 0.4 i.l o.c o.z 0.1 b.o b.o o.o o.o o.o O.o o.o .0 b.0 0.0 0.0 0.0 0.0 b.o 0.0 t.o 0.o b. 1.o 4.1 b.o b.o 0.0 0.0 0.0 .0 0.o 0.o Fixture Mounting Height: i M" 16 M" 11 + + b o b.o o.0 b.o o.o o.o o.o b.o o.o o.o b.o b.o o.o b.o b.o b.o o.o o.o b.o o.o b.o b.o o.o b.o o,o b.o o.o b.o b.o 0.0 0.0 b.o b.o b.o o.o o.o b.o b.o 1° b.o Pole Mounted: 76, 14' AFG (12' Pole + 2.0' Base) 0.0 0. o.o b.o iM-0Rf MN: to o.o o. 0.0 ` 0 o.o b.o b.o o.o 0.0 o.o b.o b.o b.o b.o b.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 {1r�RS a.0 taraRs MH: U .0 0.0 0.0 0.0 i Mii' 11 2.2 b.i 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 b.0 0.0 0.0 0.0 0.0 0.0 a.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 b.0 0.0 0.o b. 0.0 0 b.0 0.0 b.0 '0. b.o b.o o.o o.o o.o O.o o.o o.o o.o o.0 0.0 0.o o. i.o i.0 b.o 0.o MH t/ a.o 0.0 0.0 0.0 b.0 0.o a.o 0.0 0.o 0.o .0 0.0 b.0 0.0 .0 o.t b.o S.s 2., b.s 5.1 0.0 0.0 0.o b.o o.o b.o o.o o.o o.o o.o o.o o.o '.o b.o b.o b.o b.o o.o o.o o.o o.o o.o o.o o. o.o o.0 5.0 0.0 0.o b.o o.o .0 o.o b.o Proposed Poles meet 140 mph sustained winds. o.o o. b.o o.o b.o o.o b.o b.o b b.o 0. 5.1 'o.o o.o 'o. 0.o b.o b.o o.0 w i 3�""'0. o b.o b.o a.o o.l b.s 3.o WA if b.o b.o b.o b.o b.o 3. 0.3 0. b.o o.o o.o .o b.o b.o b.o 0.1 b.3 i.3 0.9 b.3 b.l O.o b.o b.o b.o b.o b.o b.o b.o b.o b.o o.o b.o b.o b.o b.o b.o 0. b.o o.o b.o b.o b.o b.o b.o o. b.o O.o b.o b.o b.o b.o b.o .0 b.o b.o MH: tt MH: 1t .o AdditionalRequired Equipment: 0.0 0.0 siI MH' 11 0.0 0.0 0.0 0.0 bA . 2.5 0.0 0.0 0.0 0.0 1.2 3.7 4. 1.9 b.0 0.0 0.0 0.1 0., 2.6 5.5 3.3 5.1 0.0 0.0 0.0 0.0 b. 0., 0 0.0 0.0 b.0 b.0 0.0 M 4.9 b.0 b.0 b.0 b.0 0.0 0.0 0.1 0.2 b.1 b.1 b.o O.o b.0 0.o b.0 b.o 0.0 0.0 b.o 0.° 0.0 0.0 0.0 0.° 0.0 b.0 b.0 0.0 .0 b.0 b.0 b.0 0.0 0.0 b.o b. b.0 b.0 0.0 0.0 b.0 b.0 b.0 0.0 b.0 (68) - PS4S12C1 BZ - (12' X 4" X .125", Square Steel Pole, Side arm mount) MHAI �° (a) - PS4S12C26Z - (12' X 4" X Square Steel Pole, Back to Back 160*) 0.0 0.0 0.o 0.0 1.1 0.2 0.1 0.0 0.1 0.5 1.2 1., 1.0 0.3 0.0 0.0 0.1 '0.3 0.5 0. 0.5 0.2 0.0 0.0 0.1 0.2 0., 0.6 0.5 0.3 0.1 0.0 0.0 0.0 1.3 1.7 1.3 0.3 b.l 0.0 0.1 0., 0 4.1 .0 0.0 0.0 0.0 0.0 0.0 3.1 O.G 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.0 .125", ° b.0 0.0 (4) - SBL -16 - (Standard Backlight Shield) 0.0 0.0 o.o 0.7 1.0 1.2 0.7 b.l b.0 b.o b.o 0.1 0.l 0.2 0.1 0.1 0.0 0.0 b.0 o.0 b.l 01 i.0 b.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 10.l 0.1 0.0 0.0 0.1 0.3 1.7 2.9 2.5 1.0 0.0 0.0 0.0 5.3 b.t 1.2 1.1 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 .o 0.0 o.o 0.0 .0 0.0 ' . 0.0 0.0 0.0 0.0 0.0 b.o b.0 5.0 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 5.0 0.0 0.1 0.0 0.0 0.0 5.0 0.0 5.0 5.0 0. 0.0 b.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 '0.0 b.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 b.2 0.2 0.1 0.1 0.0 0.0 0.0 0.1 b.i b.i b.i b.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 b.o 0.0 0.0 0.0 0.0 0.0 b.0 0.0 0.0 O.o 0.0 b. b.0 0.0 b.0 5.0 0.0 b.0 5.0 b.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 b.0 b.0 .° ***Customer to verify voltage, photocell, post -top and color prior to placing order.*** b.o o.o b.o b.o o.o b.o b.o b.o o.o o.o b.l b.o b.o b.o b.o o.o o.o o.o o.o b.o o.o b.o b.o b.o b.o o.o b.o o.o o.o b.o o.o b.o o.o b.o o.o b.o b.o t.o b.o o.o a.o o.o o.0 0.0 0.0 0.0 0.o b.0 b.o b.o .o o.o b.o b.o b.o b.o b.o o.o o.o 0.0 0.o 0.o 0.0 o.o o.o b.o b.o b.o b.o b.o o.o o.o b.o b.o b.o b.o a.o o.o o.o o.o o.o b.o b.o b.o o.o b.o b. b.o b.o a.o b.o b.o b.o b.o b.o 0.0 o.o 0.0 o.o o.o b.o o.o o.o b.o o.o b.o b.o b.o o.o o.o o.o b.o b.o b.o b.o b.o b.o b.o o.o b.o o.o b.o b.o o.o b.o b.o b.o o.o b.o b.o b.o b.o b.o b.o b.o b.o 'o.o t.o o.o b.o o.o b.o o.o b.o o.o b.o b.o b.o .0 0.0 b o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o 0 b.o o.o o.o o.o o.o b.o o.o b.o b.o b.o o.o b.o b.o o.o b.o b.o +o.o b.o b.o o.o o.o b.a o.o o. b.o o.o o.o O.o b.o b.o o.o b.o b.o o.o o.o o.o o.o b.o o.o o.o b.o b.o o.o o.o b.o b.o 0.0 0.0 o.o b.o t.o b.o b.o b.o b.o b.o b.o b.o b.o 0.0 0.o b.o b.o b.o b.o o.o O.o o.o o.o o.o 0.0 o.o b.o b.o b.o b.o b.o b.o b.o b.o b.o o.o b.o O.o b.o b. b.o 0. b.o b.o b.o 0.o b.o o.o b.o 5.o b.o b.o o.o o.o .0 o.o b.o b.o b.o b.o o.o b.o 0.0 0.o o.o b.o b.o b.o b.o o.0 0.o b.o 0.0 0.0 o.o b.o 3.0 o.o a. b.o b.o O.o 0.o 3.o b.o b.o 'o.o o.o b.o b.o o.o o.o o.o b.o o.o b.o b.o o.o o.o b.o o.o o.o o.o o.o b.o b.o b.o b.o b.o b.o b.o b.o b.o '0.0 0.o b.o b.o o.o b.o 0.0 0.0 o.o o.o b.o b.o b.o b.o b.o b.o o.o o.o b.o o.o b.o o.o 0.0 o.o o.o b.o o.o b. b.o b. b.o b.o b.o b.o b.o b.o b.o o.o b.o o.o b.o b.o 0.0 0.o 1 W � � OD _o oo eo e_ o 0 -- 4 ❑ = � O M-4 e o e o 0 0 1200 92nd Street - Sturtevant, WI 53177 o° e o o e W '1� ❑ 1 ® www.cree.com - (800) 236-6800 U Effiffil Project Name: Heritage Cutchogue //Customer No:01232 Date:12/11 /2014 Scale: 1 "=80' Footcandles calculated at grade �I Filename: V:\Common\AppEng\OUT\141209HC1CJWR1.AG1 Layout by: Collin Witherow ri I H I.-4 Illumination results shown on this lighting design are based on project parameters provided to Cree, Inc. used in conjunction with luminaire test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The customer is responsible for verifying dimensional accuracy along with compliance with any applicable electrical, lighting, or energy code. tion/ �0i �:,. z �00-.Mglwl �0 11� V 13 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 1 Site Plan Completeness 3/2/2015 AVL No.Revision Date Appvd. Designed by Drawn by Checked by CAD checked by Approved by Scale 111=40' Date January 2, 2014 .0 0.0 0.0 0.0 0.0 b.o 0.o 0.0 0.o 0.o b.o 0.0 0.o 0.o +0.00.o 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.o 0.0 0.0 b.o 0.0 0.0 0.0 b.o 0.0 +0.00.o 0.0 0.0 0.0 '0.0 b.0 0.o 0.0 0.0 0.0 b.o 0.0 b.0 0.0 0.o 0.0 b.0 0.0 0.0 b.0 b.0 0.0 0.0 0.0 b.0 b.0 b.0 0.0 b.o a.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 b.0 b.o 0.0 0.0 0.o 0.0 0.0 b.o 0.0 0.0 0.o 0.0 0.0 0. b.0 0. b.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 b.o 0.0 +0.0 b.0 0.0 0.0 + + b o b.o o.0 b.o o.o o.o o.o b.o o.o o.o b.o b.o o.o b.o b.o b.o o.o o.o b.o o.o b.o b.o o.o b.o o,o b.o o.o b.o b.o 0.0 0.0 b.o b.o b.o o.o o.o b.o b.o b.o b.o b.o o.o o.o o.o b.o 0. o.o o. b.o b.o o.o b.o b.o o.o 0.0 o.o b.o b.o b.o b.o b.o 0.0 b.o b.o o.o o.o o.o o.o o.o o.o o.o o.0 0.0 0.o 0.o 0.o 0.o b.o 0.o 0.o a.o 0.0 0.0 0. b.0 0.o a.o 0.0 0.o 0.o 0.o o.o b.o o.o 0.o o.o b.o o.o o.o b.o b.o 0.o b.o o.o o.o o.o b.o b.o b.o +o.o O.o b.o o.o b.o u.o 5.0 o.o o.o o.o o.o o.o b.o +o.o b.o b.o o.o o.o o.o o.o b.o b.0 0.o o.o b.o o.o b.o o.o b.o b.o 'o.o o.o b.o 'o.o 'o.o o.o 'o. b.o b. b.o b.o b.o b.o 'o.o o.o '0.o '0.o '0.o `0.o O.o 0.o b.o 0.0 1 W � � OD _o oo eo e_ o 0 -- 4 ❑ = � O M-4 e o e o 0 0 1200 92nd Street - Sturtevant, WI 53177 o° e o o e W '1� ❑ 1 ® www.cree.com - (800) 236-6800 U Effiffil Project Name: Heritage Cutchogue //Customer No:01232 Date:12/11 /2014 Scale: 1 "=80' Footcandles calculated at grade �I Filename: V:\Common\AppEng\OUT\141209HC1CJWR1.AG1 Layout by: Collin Witherow ri I H I.-4 Illumination results shown on this lighting design are based on project parameters provided to Cree, Inc. used in conjunction with luminaire test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The customer is responsible for verifying dimensional accuracy along with compliance with any applicable electrical, lighting, or energy code. tion/ �0i �:,. z �00-.Mglwl �0 11� V 13 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Lighting Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number LI -2 Sheet of 2 3 Project Number 29305.00 29305.00_LI GH TING. D WG 1 Site Plan Completeness 3/2/2015 AVL No.Revision Date Appvd. Designed by Drawn by Checked by CAD checked by Approved by Scale 111=40' Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Lighting Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number LI -2 Sheet of 2 3 Project Number 29305.00 29305.00_LI GH TING. D WG Beta Catalog Number: BSP - GR,S - V- FC - 100 PMH - Lens Assembly p Rigiddie-cast copper -free aluminum and flat glass lens r� -BZ - P CS'3.4' .5 mmji (inmn-¢ Notes. 11.0' "4 mm) 1-12V004 mm)-�i Wiring Compartnxm Ignitor (Where requiredj Lamphokier Housing CAA -cast alurrinum Lamp (Includedj Reflector Precision aluminum Product Flouring Lamj.,F trtl'xtval Lamp ,Rallaaw Color I`tactol.y- fit stoIled0ptions Family Indicator Positicen Disfribution selection* Voltage opfitlPt : Ifchoasinl more than one option, please type. y on the Iines provided above in nvnual035 BSP GRS V FC3 ©050 Pl►>IH © HPS HMT' ©Bz - consists of a hinged, rigid die-cast copper -free. aluminum frame and clear Labels D 070 PMH © 050 HPS ©DT' DBK D F -Fuse` r M11 -J* �41Srvf ey: rvrtr - tune srrrrnsuar 1�'art�t� MAX = Kfetai Hafidc © 100 PMH D 070 HPS 012-120Va 0WH ©P -Photocell` ,4ar1'x -meaQ '«ride © 400 PMH s © 125 PMH D 100 HPS ©20-208V ©PB © Q -{quartz Standby' ,T?3-i&rhtressumSodiuYn © 34-347V ©150 PMH D 150 HPS 1324-240V OSV © 175 M HX required. Fixtures require a minimum 90'C temperature feed wire. All 13F Fuse' ballast assemblies are high-power factor and use the following circuit types: [327-277V Reactor 277V: 150W PSMH - Reactor 120V: 35W -150W HPS HX - High © 5_-50 Hz` Reactance: 50W -100W PSMH and 50W - 150W HPS, CWA - Constant 0150 PMH ©100 HPS20-208V © © 175 MHX ©34-347V 07127106 Beta Lighting Inc. + 14A0 92nd Street. - Sturtevant, W153177 • 800-236-6800 • www.beta-lighting conn I i r k it i 0 S ©SV ©U-Uplight Door Frames ©48-480Va F'ivid 1tr_stalleclrlreesseries ©34-347V ©5_-50 Hz 1348-480V`' I -50W, 70W,100W & 125W Plvffi and SOW TIC'S ate 4-35U'J TIC'S is standard with 120V ballast 7-Delayxtlay type and includes 100W T4 dual-comact statulard with dual -tap CDT) ballast 5-420V ballast available for 115W MHX and 7041, 10OW & quartz lump 2-150W PMH, 175W)dHX and 70W,100W & 15OW HPS 150W HPS l� Prefinishedaami-specular ars standard with multi -tap (MT) ballast 6 -Must specify voltage other than ML or DT 3 -FC P'ullcutotfdistribution ! wrapper, andsemlmsWcular Grit eral 1)rscr'iptian ,F'in4vh Full cutoff wall pack luminaire for vertically -positioned HID lamp, totally Exclusive Colorfast DeltaGuard"m finish features an ultra -durable powder enclosed. A precision specular aluminum; reflector provides forward throw topcoat, providing excellent resistance to corrosion, ultraviolet degradation with wide distribution to ensure wide fixture spacings and maximum light and abrasion. The finish is covered by our? year limited warranty. levels. Housing is seamless copper -free die-cast aluminum. Lens assembly Q 12-120V consists of a hinged, rigid die-cast copper -free. aluminum frame and clear Labels borosilicate glass lens held securely inside. Lens frame is easily removable ANSI lamp wattage label supplied, visible during relamping. UL Listed in and allows for easy attachment and serviceability using top pivoting hinge, the US and Canada for wet locations. Complete silicone gasketing around lens and gasketing at mounting provide MAX = Kfetai Hafidc a watertight seal. The optical chamber is sealed to reduce dirt and insect. Pratenis contamination. Furnished with e -coated, copper -free, lightweight mounting 6,867 ,959 and Patents Pending. box designed for installation over standard 4 -inch square or octagonal and © 400 PMH s single -gang J boxes and for conduit entry from top, sides and rear. Designed © SV and approved for easy through -wiring. If choosing tnore than one option, please. type Ir'.lectricrrl © 34-347V Fixture includes clear, medium -base lamp. Pulse -rated porcelain enclosed, in manually on the lines provided above. 4kv-rated screw -shell -type lampholder. Lamp ignitor included where © 175 M HX required. Fixtures require a minimum 90'C temperature feed wire. All 13F Fuse' ballast assemblies are high-power factor and use the following circuit types: ©100 PMH 13070 HPS ©12-120V Reactor 277V: 150W PSMH - Reactor 120V: 35W -150W HPS HX - High © 5_-50 Hz` Reactance: 50W -100W PSMH and 50W - 150W HPS, CWA - Constant 0150 PMH ©100 HPS20-208V © Wattage Autotransformer: 125W 8z 150W PSMH and 175W MH D 400 MHX/ 07127106 Beta Lighting Inc. + 14A0 92nd Street. - Sturtevant, W153177 • 800-236-6800 • www.beta-lighting conn I i r k it i 0 S Small Full Cutoff Wall Pack N.T.S. Source: Beta Lighting Inc. Beta Catalog Number: BAA - S16 - H - T4 - .IEP - 250 PMH - -BZ -P aalbel Capscitar ignitor (W hors —�� requin�d) �� f152 r i r i Cord 1--4" (91e1 j i mm long) i r i Hotting Reflector seam lass, l� Prefinishedaami-specular die-castaluminum / diffuse and diffuse aluminum DaiaGuicrd•finish ! wrapper, andsemlmsWcular Options aluminum sides BAA S16 H -011:' (406 mm) -.-I L- astFact --14 Extended Compartment Hole tllount Paw 1Wd Cover Hinge A -1011h ly - tamp (Included) 4Z (165 mm) —I - Lampholder Lem Frame Die-cast aluminum door frame secu res lens, sealed with tfficom gasket .'fortes: Produet Housing Lamp Peart Mounting L an-ifl Ballast Color- Factor iy-Installed Options Fant til' Indicator Position Distribution Options Selection' Voltfal-e Options If choosing more than one option, please type BAA S16 H Tor EP, D 200 PMH 1325 0 PPS ©T./1V ©BZ in manually on the lines provided above 7 -Must specify voltage other than MT © 250 PMH 13400 HPS Q 12-120V ©EK © F- Fuse' *LexpALbrrvtatfan Key. PMH =ttriRMartMe&I Hal de 13320 PMH © 20-208V ©WH © P -Photocell' MAX = Kfetai Hafidc t3 350 PMH' © 24-240V © PE_ " ©12-4)uartZLtandby- - KPS Hi tresstuasatitnt h © 400 PMH s © 27-277V © SV © U-Uplight Door Frame' If choosing tnore than one option, please. type BAA S12 H T3' © 34-347V ©BZ in manually on the lines provided above. Date © 175 M HX © 48-480W 13F Fuse' *La)rrpAbbrevialfonKey: PMH = Pulse SrartMoral Halyde ©100 PMH 13070 HPS ©12-120V © 250 MHX © 5_-50 Hz` M11-X=Meta1Halsde 0150 PMH ©100 HPS20-208V © Field. In.sualled Accessoi-i.es D 400 MHX/ HPS=Hught;cssureSodittrt ©150 I -IPS ©24-240V ©SV Backlight Shield 10' SSL -16 Wire Guard Exten41e41 1!1[3Fwcj-i6 door frame secures Cover 1-T4-IESNA Type IV 4 -All fixtures are standard with multi -tap (MT) ballast 9 -Delay -relay typ: and includes 100W T4 dual -contact 2 -EP (Extended Pole mounting arm)-Offsats the, fixture 6" 5- All watt" available in 4rOV ballast wham required quartz lamp (not available 2.77V reactor ballasts) from pole T 6-Intarnafional 50 Hertz ballasts available, contact factory 9 -Required for all exterior uptight applications 3- Reduced envelope EDU lamp 7 -Must specify voltage other than MT General Description 601 forward throw full cutoff luminaire for HID lamp, totally enclosed. Field -Installed E acklight Shield accessory provides precise cutoff adjustability from 00 (nadir) to 30° (house -side). Housing is seamless, die cast aluminum. Mounting consists of a 1.8" (44 nim) wide by 4.5" (114 mm) high by 6" (152 trim) long extruded aluminum arm. The arm is held in place with two 3/8" (9 mm) mounting rods fastened to a steel backing plate inside the pole, and by two nuts inside the fixture housing. Mounting rods are provided with sealing washers to prevent water leakage. Lens assembly consists of rigid aluminum frame and high impact, clear tempered glass, Electrical Fixture includes clear, mogul base lamp; 32OW - 40OW PSMH and 40OW MH utilize the ED28 reduced envelope lamp, Pulse -rated porcelain enclosed, 4k,,r rated screw shell type lampholder with spring loaded center contact and lamp grips, Lamp ignitor included where required. All ballast assemblies are high power factor and use the following circuit type; Constant Wattage Autotransformer, Finish Exclusive Colorfast DeltaGuardTM finish features an E -C oat epoxy primer with an ultra -durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our 7 year limited warranty. Labels ANSI lamp wattage label supplied, visible during relamping, UL Listed in U.S, and Canada for Wet locations and enclosure classified IP65 per TEC 529 and IEC 598. Patents U.S. 4,689,729; 4,709,312 04116/07 Beta Lighting Inc. 1200 92nd Street - Sturtevant, WI 53177 800-236-6800 + www.beta4ighting.com 16" Square with Extended Pole Mounting Arm N.T.S. Source: Beta Lighting Inc. Notes: 1. FOR LIGHT POLE LOCATIONS AND ADDITIONAL INFORMATION SEE SHEETS LI -1 AND LI -2 BY CREE DATED 12/11/204 Beta Catalog Number: BAA - S12 - H - T3 - EP - 150 PMH - -BZ -P Bsllaat �` Capecher Igniter �! \ `, (Where regwrnd) ---- +-6"(152mm) i i i i Cord I 24" (6 10 mm) i Housing beam ss, die -oast aluminum Finish color bronze - ❑12" (305 mm) Reflector Segmented aluminum sheet with highly efficient pre -finishes -I- Lsmrho4der 5" (127 mm; Lamp (Included) - Lens Frame :1'ows., C;enerul Description Parking lot and roadway luminaire for HID lamp, totally enclosed. Housing is seamless, die cast aluminum. Mounting consists of a 1.8" (44 mm) wide by 2.5" (64 mm) high by 6" (152 mm) long extruded aluminum arm. The arta is held in place with two 3/8" (9 mm) mounting rods fastened to a steel backing plate inside the pole, and by two nuts inside the fixture housing. Mounting rods are provided with sealing washers to prevent water leakage. Lens assembly consists of rigid aluminum frame ,and high impact, clear tempered glass. Eleetrictal Fixture includes clear, medium base lamp. Pulse -rated porcelain enclosed, 4kv rated screw shell type lampholder. Lamp ignitor included where required. All ballast assemblies are high power factor and use the following circuit types: CWA - Constant Wattage Autotransformer. Finish Exclusive Colorfast DeltaGuardTM finish features an E -Coat epoxy primer with medium bronze ultra -durable powder topcoat, providing excellent resistance to corrosion. ultraviolet. degradation and abrasion. The finish is covered by our 7 year limited warranty. ANSI lamp wattage label supplied, visible during relamping. UL Listed in U.S. and Canada for wet locations and enclosure classified IP65 per IEC 529 and IEC 598. Patents U.S. 4,489,729 1120107 Beta Lighting Inc. 1200 92nd Street # Sturtevant, WI 53177 800-236-6800 + www.beta-lighting.com I 111 k t I a to 12" Square with Extended Pole Mounting Arm N.T.S. Source: Beta Lighting Inc. 000 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 D CC�dC MAR 0 3 2015 Southold Town Ballsat Die-cast afummum Compartment Exten41e41 door frame secures Cover Pole Mount lens, sealed with Patented silicone gasket Hinge Finish color black #ssemkly Product Hortsing Limp Beam Mounting Lamp Ballast Color biactoyy-Instatied Options Family Indicator Posiiion Distribution Options .Selection* Vollagt` 010iolIN If choosing tnore than one option, please. type BAA S12 H T3' EP' 0050 PMH 13035 HPS ©MV ©BZ in manually on the lines provided above. Date ©070 PMH 13050 HPS 13DT4 ©BK 13F Fuse' *La)rrpAbbrevialfonKey: PMH = Pulse SrartMoral Halyde ©100 PMH 13070 HPS ©12-120V 13WH ©P -Photocell' M11-X=Meta1Halsde 0150 PMH ©100 HPS20-208V © 13PB Q -Quartz Standby HPS=Hught;cssureSodittrt ©150 I -IPS ©24-240V ©SV ©U-Uplight Door Frames ©175 MHX ©27-277V ©34-347V 1348-480V`' Helie -1 nstailed Access ories ©5--50 Hz' j Backlight Shield ([3SBL-12 i Wire Guard OnVG-12 1-13-IESNA Tee1II 4-o0y, JOW 100VPMH and 50W HP`��ate standard with 7 -Must specify voltage other than bT" or UT 2 -EP (Extended Pole mounting arm) - Offsets the fixture 6" dual -tap (DT) ballast S -Delay -relay type and includes 100W T4 dual -contact from pole 5-480V ballast available for 175W MHX and 70W, 10M 3e. quartz lamp 3-150W PlvfH, 175W MHX and 70W, 100W & 150W HPS 150W HPS 9 -Required for allextericruplight applications are standard with multi -tap (MT)ballast 6-Internation i 50 Hertz ballrastu available, -contact factory C;enerul Description Parking lot and roadway luminaire for HID lamp, totally enclosed. Housing is seamless, die cast aluminum. Mounting consists of a 1.8" (44 mm) wide by 2.5" (64 mm) high by 6" (152 mm) long extruded aluminum arm. The arta is held in place with two 3/8" (9 mm) mounting rods fastened to a steel backing plate inside the pole, and by two nuts inside the fixture housing. Mounting rods are provided with sealing washers to prevent water leakage. Lens assembly consists of rigid aluminum frame ,and high impact, clear tempered glass. Eleetrictal Fixture includes clear, medium base lamp. Pulse -rated porcelain enclosed, 4kv rated screw shell type lampholder. Lamp ignitor included where required. All ballast assemblies are high power factor and use the following circuit types: CWA - Constant Wattage Autotransformer. Finish Exclusive Colorfast DeltaGuardTM finish features an E -Coat epoxy primer with medium bronze ultra -durable powder topcoat, providing excellent resistance to corrosion. ultraviolet. degradation and abrasion. The finish is covered by our 7 year limited warranty. ANSI lamp wattage label supplied, visible during relamping. UL Listed in U.S. and Canada for wet locations and enclosure classified IP65 per IEC 529 and IEC 598. Patents U.S. 4,489,729 1120107 Beta Lighting Inc. 1200 92nd Street # Sturtevant, WI 53177 800-236-6800 + www.beta-lighting.com I 111 k t I a to 12" Square with Extended Pole Mounting Arm N.T.S. Source: Beta Lighting Inc. 000 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 D CC�dC MAR 0 3 2015 Southold Town 1 Site Plan Completeness 3/2/2015 AVL No. Revision Date Appvd. Designed by Drawn by Checked by CAD checked by Approved by Scale 1"=40' Date January 2, 2014 r•rolea nue The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Lighting Details nTCT 1 nnn- 4z Pr 1 m- RI V 1 1 nT :)1 2 Drawing Number LI -3 Sheet of 3 3 Project Number 29305.00 29305.00_LIGHTING. DWG P: \29305.00 HERITAGE CU TCHOGUE\ CAD \LD \PLANSET\500' RADIUS MAP # # 0110111,11, 0 WWWP EVERGREEN UK. ZONE: AC V_�3.3 COUNTY OF SUFFOLK DEVELOPMENT RIGHTS . StCTION LINE � 101 2O � 21.3 7 $77♦� 26 13 oma° 9.2 n+ o ZONE: R-80 (RESIDENTIAL LOW DENSITY A) IN 24 O � 29 1901.44' (DEED) S38.30 X50 P)E ZONE: R-g� 1904 ' R ■■ ■■ ■i V� ■■ on N ■ i■ ■■ ■■ ■■ ■■ oN ZONE: BB MEN ■ ■ ■ ■ ZONE: HD QA o 7A. WW 41 W N 23.1 • O 4.6 m� S37.04'40"E .�Q J �0 co on ■■ �l 01 269.77 (ACTUAL) ��wv O COO 273.68' (DEED) O � w �I w w 20 V Qla) Ln • • . i O M 4. • ZONE: HD (HAMLET DENSITY RESIDENTIAL) LO ■O S37"04'44"E o SUBJECT PARCEL 95. oo' Q w 4.8 > �1` w w .` V ( Ln S37.13'30" E (DEED) �� 102 ° - N � NN � 37'04'30"E (ACTUAL r-- wW ■ 221.47' ■ 1 N37.13'30"W 400.00' 00 - p CN - 1 o 33.3 N O■ O O N-� N N N ■ 18.1 UJI O ROMAN CATHOLIC CHURCH r� ■ OF THE SACRED HEART co 0 0■� r - O N d- � ■ ZONE: HD U) * ** ** ** #4 100 0 100 200 SCALE IN FEET 17 CUTCHOGUE SCHOOL DISTRICT O ZONE: R-40 (RESIDENTIAL LOW DENSITY AA) � ZONE: R-4 9.2 Nic-, r -,T _ ZONE: HB (HAMLET BUSINESS) ZONE: HB ZONE: R-40 � 33.5 STATE OF NEW YORK Owner List 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: 8 LOT: 12 DIST. 1000 SEC: 102 BLK: 8 LOT: 21 DI BORGHESE CASTELLO LLC JUNG RICHARD G BARBATO MATTHEW J 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 CATO WILLIAM ITZKOWITZ JOEL DIST: 1000 SEC:102 BLK:8 LOT:28 DIST: 1000 SEC:102 BLK:8 LOT:37 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 Legend N = - N 500 RADIUS ■ ■ SUBJECT PROPERTY SECTION LIMIT BLOCK LIMIT ZONE LINE ROW LINE 49 SECTION NUMBER OBLOCK NUMBER 4 LOT NUMBER p ECSC VE MAR 03 2015 Southold Town Planning Board ST.-�-I-I-I-I-II BARBATO KERRIE J MCCAFFERY EDNA F BAXTER WILLIAM J JR ..NORTH KENT PHILIP M CATO PATRICIA MELTZER ISABEL VELEZ WILLIAM F TOWN OF SOUTHOLD Project Title PO BOX 957 7800 CALLE PINABETE ZONE7.H]3 SCHOOLHOUSE RD SAILFISH POINT 6915 SE HARBOR CIR 1760 CROWN LAND LN CUTCHOGUE, NY 11935 KENT JILL T 1495 HIGHLAND RD 2605 CROWN LAND LN CUTCHOGUE, NY 11935 1345 BRIDLE LN CUTCHOGUE, NY 11935 VELEZ VIVIAN 2060 HIGHLAND CURRENT USE: RECHARGE BASIN e The Heritage CUTCHOGUE, NY 11935 CARLSBAD, CA 92009 9.2 Nic-, r -,T _ ZONE: HB (HAMLET BUSINESS) ZONE: HB ZONE: R-40 � 33.5 STATE OF NEW YORK Owner List 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: 8 LOT: 12 DIST. 1000 SEC: 102 BLK: 8 LOT: 21 DI BORGHESE CASTELLO LLC JUNG RICHARD G BARBATO MATTHEW J 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 CATO WILLIAM ITZKOWITZ JOEL DIST: 1000 SEC:102 BLK:8 LOT:28 DIST: 1000 SEC:102 BLK:8 LOT:37 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 Legend N = - N 500 RADIUS ■ ■ SUBJECT PROPERTY SECTION LIMIT BLOCK LIMIT ZONE LINE ROW LINE 49 SECTION NUMBER OBLOCK NUMBER 4 LOT NUMBER p ECSC VE MAR 03 2015 Southold Town Planning Board 17150 CR 48 JUNG JEAN T BARBATO KERRIE J MCCAFFERY EDNA F BAXTER WILLIAM J JR SULLIVAN ARLENE S KENT PHILIP M CATO PATRICIA MELTZER ISABEL VELEZ WILLIAM F TOWN OF SOUTHOLD Project Title PO BOX 957 7800 CALLE PINABETE 1142 GLENDON WAY SCHOOLHOUSE RD SAILFISH POINT 6915 SE HARBOR CIR 1760 CROWN LAND LN CUTCHOGUE, NY 11935 KENT JILL T 1495 HIGHLAND RD 2605 CROWN LAND LN CUTCHOGUE, NY 11935 1345 BRIDLE LN CUTCHOGUE, NY 11935 VELEZ VIVIAN 2060 HIGHLAND CURRENT USE: RECHARGE BASIN e The Heritage CUTCHOGUE, NY 11935 CARLSBAD, CA 92009 S. PASADENA, CA 9030 PO BOX 32 RD g CURRENT USE: VINEYARD CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL No. Revision Date ppvd. 1A Designed by DP Drawn by DP Checked by AL CAD checked by C.3 Approved by KW Scale 1"=100' Date February 26, 2015 17150 CR 48 JUNG JEAN T BARBATO KERRIE J MCCAFFERY EDNA F BAXTER WILLIAM J JR SULLIVAN ARLENE S KENT PHILIP M CATO PATRICIA MELTZER ISABEL VELEZ WILLIAM F TOWN OF SOUTHOLD Project Title PO BOX 957 7800 CALLE PINABETE 1142 GLENDON WAY SCHOOLHOUSE RD SAILFISH POINT 6915 SE HARBOR CIR 1760 CROWN LAND LN CUTCHOGUE, NY 11935 KENT JILL T 1495 HIGHLAND RD 2605 CROWN LAND LN CUTCHOGUE, NY 11935 1345 BRIDLE LN CUTCHOGUE, NY 11935 VELEZ VIVIAN 2060 HIGHLAND CURRENT USE: RECHARGE BASIN e The Heritage CUTCHOGUE, NY 11935 CARLSBAD, CA 92009 S. PASADENA, CA 9030 PO BOX 32 RD g CURRENT USE: VINEYARD CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL STUART, FL 34996 CURRENT USE: RESIDENTIAL VACANT LAND TI CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL At C U tC h O U e g 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: 7 LOT: 9 DIST: 1000 SEC: 102 BLK: 8 LOT:13 DIST: 1000 SEC: 102 BLK: 8 LOT: 22 Subject Parcel DIBORGHESE COSTELLO LLC BURNS DOUGLAS HANNA-KIRBY JANET 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 FORTE ROBERT A FOSTER JENNIFER L DIST: 1000 SEC:102 BLK:8 LOT:29 17150 CR 48 BURNS LYDIA 2955 DEPOT LN EVERS MICHAEL GATZ PETER H TETTELBACH LISA P KIMMELMAN MICHAEL FORTE ROSEMARIE L CRED SHE FOSTER THOMAS P COOK LINDA M PO BOX 957 1750 EVERGREEN DR CUTCHOGUE, NY 11935 EVERS KELLY GATZ VALERIE E 1530 CROWN LAND LN KIMMELMAN DEBRA 2765 HIGHLAND RD PO BOX 1035 1850 HIGHLAND RD DIST.: 0200 SEC.: 102 BLOCK: 1 LOT: 33.3 Cutchogue, New York CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL 725 SCHOOL HOUSE RD PO BOX 1048 CUTCHOGUE, NY 11935 1865 HIGHLAND RD CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 NOCRO LTD Town of Southold CURRENT USE: VINEYARD CURRENT USE: ONE FAMILY RESIDENTIAL PO BOX 274 CUTCHOUGE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL ATTN: CRON do CRON DIST. 1000 SEC: 102 BLK: 1 LOT: 8 CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL PO BOX 871 Issued for DIST: 1000 SEC: 102 BLK: 1 LOT: 3.4 DIST: 1000 SEC: 102 BLK: 1 LOT: 4.9 ANDERSEN ROBERT F CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC: 102 BLK: 7 LOT: 10 DIST. 1000 SEC: 102 BLK: 8 LOT: 14 DIST. 1000 SEC:102 BLK:8 LOT: 23 DIST: 1000 SEC:102 BLK:8 LOT:30 RIVERHEAD, NY 11901 DIBORGHESE CASTELLO LLC URWAND VINCENT 2855 DEPOT LN DIST: 1000 SEC: 102 BLK: 5 LOT: 11 SADDLE BRK RNTAL PRPS LLC DIST: 1000 SEC:102 BLK: 8 LOT: 7 HALL THOMAS COOK DAVID A SORMELEY ZORA QPRT 17150 CR 48 URWAND RUTH CUTCHOGUE, NY 11935 DIST: 1000 SEC: 102 BLK: 1 LOT: 26 HANNABURY MARY A 1350 CROWN LAND LN SPATH GARY G HALL KATHLEEN COOK DONNA M 209-50 28TH AVE PO BOX 957 1650 EVERGREEN DR CURRENT USE: ONE FAMILY RESIDENTIAL DIACHUN BARBARA SCHOOL HOUSE RD CUTCHOGUE, NY 11935 SPATH NANCY J 2985 HIGHLAND RD 3050 HIGHLAND RD BAYSIDE, NY 11360 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 875 SCHOOL HOUSE RD PO BOX 386 CURRENT USE: ONE FAMILY RESIDENTIAL 2065 HIGHLAND RD CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL Reference CURRENT USE: VINEYARD CURRENT USE: ONE FAMILY RESIDENTIAL DIST. 1000 SEC: 102 BLK: 1 LOT: 9.1 PO BOX 296 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL Not Approved for Construction BARRY ROBERT CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC:102 BLK: 7 LOT: 11 CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC:102 BLK:8 LOT:31 ZONING INFORMATION FROM TOWN OF SOUTHOLD DIST: 1000 SEC: 102 BLK: 1 LOT: 4.4 DIST: 1000 SEC: 102 BLK: 1 LOT: 4.10 BARRY JOYCE CURRENT USE: ONE FAMILY RESIDENTIAL RAPUANO JULIA TRUST DIST: 1000 SEC: 102 BLK: 8 LOT: 15 DIST: 1000 SEC: 102 BLK:8 LOT: 24 COMMENDER L M 2007 RVC TR Drawing Title ZONING MAP DATED NOVEMBER 30, 2004 MAUCERI MARYANN FORTE EDWARD 1855 DEPOT LN DIST: 1000 SEC: 102 BLK: 5 LOT: 12 1140 CROWN LAND LN DIST: 1000 SEC: 102 BLK: 8 LOT: 8 KRASNER ROBIN CASEY PATRICK J JR 1370 HIGHLAND RD 1455 EVERGREEN DR FORTE SUSAN CUTCHOGUE, NY 11935 DIST: 1000 SEC: 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