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Home My WebLink AboutSite Plan Recvd 7/16/2015G... i Issued for Site Plan Approval Date Issued July 10, 2015 Latest Issue July 10, 2015 TIT NWA ®O 0 0 �r r'1 7(o��i) IPU 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 SCUA: District 1000 - Section 102 - Block 01 - Lot 33.3 SITE I i ®� n iooc znno Feet 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 135 Hauppauge, NY 11788 Phone(631)787-3400 Fax (631) 813-2545 rti Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631787 3400 IFJUL 16lois SmNOL Tsa Plvmm9[tam p3.-ec 2I i No. Drawing Title Latest Issue No. Drawing Titlem Latest Issue C-10 Legend And General Notes July 10, 2015 SB -1 Soil Borings July 10, 2015 C-2.0 - C-2.2 Layout and Materials Plan July 10, 2015 SMP -1 Soil Management Plan July 10, 2015 C-3.0 - C-3.3 Grading and Drainage Plans / Drainage Calculations July 10, 2015 OS -1 Open Space Plan July 10, 2015 C-4.0 - C-4.2 Utility Plans July 10, 2015 LI -1 - LI -3 Lighting Plans July 10, 2015 C-5.0 Erosion and Sediment Control Plans July 10, 2015 R-1 500' Radius Map February 26, 2015 C-6.0 Site Details I July 10, 2015 Existing Conditions Survey February 4, 2015 C-7 0 Site Details II July 10, 2015 C-80 Site Details III July 10, 2015 L-1 Overall Planting Plan July 10, 2015 L-2 Tree Planting Plan July 10, 2015 L-3 Tree Planting Plan July 10, 2015 L-4 Shrub Planting Plan - Typical Units July 10, 2015 L-5 Shrub Planting Plan - Clubhouse and Entrance July 10, 2015 L-6 Planting Details July 10, 2015 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 135 Hauppauge, NY 11788 Phone(631)787-3400 Fax (631) 813-2545 rti Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631787 3400 IFJUL 16lois SmNOL Tsa Plvmm9[tam p3.-ec 2I i P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00-LG.dwg s Q 0 v a CO n 0 N 0 N T 0 Q) _0 0 0 z Q J Q r7 rn 0 0 N T O Li OJ 0 V) Exist. Prop. Legend PROPERTY LINE PROJECT LIMIT LINE - - RIGHT-OF-WAY/PROPERTY LINE EASEMENT 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 BC BITUMINOUS CURB CC CONCRETE CURB CG CURB AND GUTTER ECC EXTRUDED CONCRETE CURB MCC MONOLITHIC CONCRETE CURB PCC PRECAST CONC. CURB SGE SLOPED GRAN. EDGING VGC VERT. GRAN. CURB & LIMIT OF CURB TYPE ----- SAWCUT STEEL GUARDRAIL WOOD GUARDRAIL ----- PATH TREE LINE X x WIRE FENCE FENCE STOCKADE FENCE STONE WALL RETAINING WALL STREAM / POND / WATER COURSE DETENTION BASIN HAY BALES SILT FENCE SILT SOCK / STRAW WATTLE 4 MINOR CONTOUR 20 MAJOR CONTOUR 10 PARKING COUNT C10 BUILDING 31 EN BUILDING ENTRANCE 14 LD LOADING DOCK • BOLLARD FD DUMPSTER PAD T SIGN .0 TWX 38 38.5 BW DOUBLE SIGN STEEL GUARDRAIL WOOD GUARDRAIL ----- PATH TREE LINE X x WIRE FENCE FENCE STOCKADE FENCE STONE WALL RETAINING WALL STREAM / POND / WATER COURSE DETENTION BASIN HAY BALES SILT FENCE SILT SOCK / STRAW WATTLE 4 MINOR CONTOUR 20 MAJOR CONTOUR 10 PARKING COUNT C10 COMPACT PARKING STALLS DYL DOUBLE YELLOW LINE 0 0 0 o SL 27.35 TC x TOP OF CURB ELEVATION STOP LINE (IIIIIIIIIIII 132.75 x SPOT ELEVATION .0 TWX 38 38.5 BW TOP & BOTTOM OF WALL ELEVATION - - - - CROSSWALK A_N ACCESSIBLE CURB RAMP ® MW ACCESSIBLE PARKING & VAN -ACCESSIBLE PARKING VAN DOMESTIC WATER Exist. Prop. UD CONCRETE 0 HEAVY DUTY PAVEMENT CO)S RIPRAP 0 0 0 o CONSTRUCTION ENTRANCE 27.35 TC x TOP OF CURB ELEVATION 26.85 BCx BOTTOM OF CURB ELEVATION 132.75 x SPOT ELEVATION .0 TWX 38 38.5 BW TOP & BOTTOM OF WALL ELEVATION - - - - BORING LOCATION oHw TEST PIT LOCATION ® MW MONITORING WELL UD UNDERDRAIN 12"D--► DOUBLE CATCH BASIN CO)S DRAIN 6"RD- DRAIN MANHOLE m ROOF DRAIN TSV PLUG OR CAP --12S-- SEWER FM M FLARED END SECTION - - - - FORCE MAIN oHw OVERHEAD WIRE 6"W WATER 4"FP FIRE PROTECTION 2"DW DOMESTIC WATER G GAS E ELECTRIC STM STEAM T TELEPHONE FA FIRE ALARM CATV CABLE TV ® CATCH BASIN on DOUBLE CATCH BASIN CO)S GUTTER INLET 0 DRAIN MANHOLE m TRENCH DRAIN TSV PLUG OR CAP 0� CLEANOUT HYD FLARED END SECTION EL HEADWALL ® SEWER MANHOLE ADJ ADJUST CO)S CURB STOP & BOX BIT BITUMINOUS OV WATER VALVE &BOX TSV TAPPING SLEEVE, VALVE & BOX CONC SIAMESE CONNECTION HYD DOUBLE YELLOW CENTER LINE EL FIRE HYDRANT IVVIVI ELEVATION EXIST WATER METER PIV FOUNDATION FFE POST INDICATOR VALVE ® WATER WELL Go GAS GATE GM 0 GAS METER CEVH EM 0 C TMH Q e- HH 0 PB El ELECTRIC MANHOLE ELECTRIC METER LIGHT POLE TELEPHONE MANHOLE TRANSFORMER PAD UTILITY POLE GUY POLE GUY WIRE & ANCHOR HAND HOLE PULL BOX Matchline MATCHLINE Abbreviations F-11 -.1 • p 6 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 FFE 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&G 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: 1. CONTRACTOR SHALL NOTIFY "NYC & 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 CONTRACTOR 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 DATA 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 SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDATIONS 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 CONTRACTOR 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. JUL 16 2015 Southold Town Planning Board V s Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 The Heritage at Cutchogue Cutchogue, New York Town of Southold No. Revision Date Appvd. Designed by Checked by Issued for Date July 10, 2015 Not Approved for Construction Drawing Number .09 M Sheet of 1 21 Project Number 29305.00 �• � r r• d Drawing Number .09 M Sheet of 1 21 Project Number 29305.00 P: \29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00-LM.dwg L 0 c 6 C U) 0 N N 0 N u7 O U) C 0 Z Q J 0 Q �t 0 N s T a 0 V) I 0) PO 58'-9" 20'-1" DO COVERED 01 PATIO AREA 15'-3" x 20'-1" LIVABLE AREA = 1,999SF 2 STORY 35-9" 2 CAR GARAGE 22'-0" x 20'-0" GD GD 7 23'-1" Unit Type A (48 Units) N.T.S J00 I 1000-102-1-4.6 NOW/FORMERLY OF ZZ,a ROY & DEBRA LEBEL ,A L - Lo 1755 EVERGREEN DRIVEN CUTCHOGUE, NY 11935 C5? O 1 ' G 1000-102-1-4.7 NOW/FORMERLY OF RICHARD & JEAN JUNG 7800 CALLE PINABETE CARLSBAD, CA 92009 cp cn N � a3 Q, n �4, G ✓ . 1000-102-1-4.8 i\IOW /r7r)PUFRI V OF 1000-102-1-4.9 W NOW/FORMERLY OF 00 VINCENT & RUTH URWAND N 1650 EVERGREEN DRIVE p CUTCHOGUE, NY 11935 16.-9" 19"-10" u7 MULTIPLE DWELLING 52 2.25 x Z i 1000-102-1-3.4 I NOW/FORMERLY OF DIBOURGHESE COSTELLO, LLC Z 17150 CR 48 PO BOX 957 N p . CUTCHOGUE, NY 11935 L Oo W p M 74.1' _ 39'-10" COVERED PATIO AREA 14'-0" x 20.-0" 0 i LIVABLE AREA = 1,599SF I 1 � N LO to 2 CAR GARAGE 22'-0" x 20'-6" GD GD 16"-9"" 19'-10" Unit Type B (72 Units) 1 STORY 0 N.T.S NOTES: 1. SEE ARCHITECTURAL PLANS BY CHARLES W. KUEHN FOR FURTHER DETAIL. 39"-10" COVERED PATIO AREA 14'-0" x 20"-0" LIVABLE AREA = 1,999SF 2 STORY I 0 n 0 i 1000-102-1-5.2 NOW/FORMERLY OF ROSE'S VINYARD, LLC PO BOX 914 CUTCHOGUE, NY 11935 S38'30'50'"E (DEED) UNIT TYPE "A" (TYP.)- S38'24'20"E (ACTUAL) N36'54'20"W PROPOSED CRASH GATE (SEE DETAIL) 1000-102-8-22 NOW/FORMERLY OF JENNIFER & THOMAS FOSTER PO BOX 1035 CUTCHOGUE, NY 11935 N.T.S nonnnern W]I 2 CAR GARAGE 1000-102-1-9.2 22'-0" x 20'-6" NOW/FORMERLY OF • GD GD BARBARA GRATTAN 16.-9" 19"-10" 427 OSTRANDER AVENUE MULTIPLE DWELLING 52 2.25 x / Unit Type C (4 Units) 1000-102-1-5.2 NOW/FORMERLY OF ROSE'S VINYARD, LLC PO BOX 914 CUTCHOGUE, NY 11935 S38'30'50'"E (DEED) UNIT TYPE "A" (TYP.)- S38'24'20"E (ACTUAL) N36'54'20"W PROPOSED CRASH GATE (SEE DETAIL) 1000-102-8-22 NOW/FORMERLY OF JENNIFER & THOMAS FOSTER PO BOX 1035 CUTCHOGUE, NY 11935 N.T.S nonnnern W]I Parking Summary Chart Parking Requirements: 1000-102-1-9.2 MULTIPLE DWELLING 72 2 NOW/FORMERLY OF • = 144 SPACES BARBARA GRATTAN N I N 427 OSTRANDER AVENUE MULTIPLE DWELLING 52 2.25 x / RIVERHEAD, NY 11901 - 117 SPACES I U Parking Summary Chart Parking Requirements: O MULTIPLE DWELLING 72 2 / 1 = 144 SPACES (2 -BEDROOM) UNITS x SPACES UNIT MULTIPLE DWELLING 52 2.25 x / 1 - 117 SPACES (3 -BEDROOM) UNITS SPACES UNIT COMMUNITY 6,188 1 x / 300 - 21 SPACES CENTER SF SPACE SF TOTAL PARKING REQUIRED = 282 SPACES Parking Provided: STANDARD ACCESSIBLE 1 TOTAL _............... _...._._.........- ... ... . ....... .._....._...........................................t........... . ._._... ....._..... GARAGE 248 SPACES (19'X19' MIN.) - - I UNIT A PARKING LOT _ 8 SPACES (9'X20' MIN.) VISITOR/ CLUB HOUSE (9 X19) 32 SPACES 4 SPACES 28 SPACES .... _.......... --- - --- TOTAL PARKING PROVIDED 284 SPACES NOTES: 1. CODE REQUIRES SPACES TO BE 9'X19' MIN. 2. COMMUNITY CENTER CALCULA11ONS BASED ON REQUIREMENTS FOR A RECREA11ONAL FACILITY. 3. ADA/STATE/LOCAL 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. 5. TENNIS COURT PARKING EXCLUDED FROM TOTAL PARKING COUNT. Sign Summary Zoning Summary Chart M.U.T.C.D. Specification Desc. Number Width Height Zoning Distriet(S): Hamlet Density Residential (HD) l Proposed Use: Multi -Family (Condominiums) - R1-1 30" 30" 1� 124 Units Overlay District(S): N/A RESERVED Stipulation Of Settlement PARKING Requirements Required Provided R7-8 12" 18" q MAXIMUM NUMBER OF UNITS 130 Units 124 Units MAXIMUM FLOOR AREA (LIVABLE) 245,000 Sq. Ft. 219,076 Sq. Ft. No PARKING HD Residential R7-1 12' 18" ANY Zoning Regulation Requirements Requirements Provided TIME q �► MINIMUM LOT AREA 20,000 Sq. Ft. 2,003,582 Sq. Ft. LOT WIDTH 75 Feet 216.51 Feet LOT DEPTH � 120 Feet 1792.61 Feet W11-2 30" 30" FRONT YARD SETBACK 35 Feet 305.70 Feet _....---------- SIDE YARD SETBACK/COMBINED SIDE YARD 15/30 Feet 79.40 Feet/ 180.90 Feet REAR YARD SETBACK 35 Feet 75 Feet R6 -1R 36" 12" MINIMUM LIVABLE FLOOR AREA ( SQUARE FEET PER 850 Sq. Feet 1,599 Sq. Feet DWELLING UNIT) MAXIMUM LOT COVERAGE 25% 16.92% MAXIMUM BUILDING HEIGHT 35 Feet 35 Feet General Notes MAXIMUM NUMBER OF STORIES 2 � 2 Town of 1. TRASH TO BE COLLECTED CURBSIDE AT EACH UNIT Southold 2. MAIL BOXES TO BE LOCATED AT DRIVEWAY ENTRANCE BY EACH Zoning Regulation Requirements Residential Provided UNIT Requirements MINIMUM OPEN SPACE SET-ASIDE 50% 50% MINIMUM SETBACK 75 Feet 75 Feet MINIMUM BUFFER 50 Feet 50 Feet * BASED ON SECTION 280 ATTACHMENT 6 FOR PROPERTIES >39 ACRES NOTES: 1. SEE OPEN SPACE PLAN FOR AREA CALCULATIONS 1901.44' (DEED) 1904.80' (ACTUAL) LP W J C _ CP- 1000-102-1-23.1 - p- O_ NOW/FORMERLY OF I 1\1 VJ RECEPTION BOOTH 1000-102-1-18.1 I _ NOW/FORMERLY OF ROMAN CATHOLIC CHURCH OF THE SACRED HEART O 2009.51' (DEED) w 2009.22' (ACTUAL q P OPOSED CONNECT � CONNECT CRASH GATE EMERGENCY ACCESS 'J EMERGENCY ACCESS (SEE DETAIL) TO EXISTING ROAD W TO EXISTING ROAD Q 1000-102-8-28 1000-102-8-29 1000-102-8-30 1000-102-8-23 1.000-102-8-24 1000-102-8-25 ---1000-102-8-26 � NOW FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF 1000-102-8-27 --NOW/FORMERLY OF NOW/FORMERLY OF DAVID &DONNA COOK PATRICK &LESLIE CASEY NOW/FORMERLY OF - WILLIAM & VIVIAN VELEZ LINDA COOK ZORA SORMELEY WADE HUBSCHMITT NOW/FORMERLY OF 209-50 28TH AVENUE 3050 HIGHLAND ROAD 2890 HIGHLAND ROAD WADE HUBSCHRE T 31 MARTHA STREET CYNTHIA LAKE 2060 HIGHLAND ROAD 1850 HIGHLAND ROAD CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 31 MARTHA STREET FREEPORT, NY 11520 2270 HIGHLAND ROAD CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 BAYSIDE, NY 11360 FREEPORT, NY 11520 CUTCHOGUE, NY 11935 1 U U TENNIS COURT (SEE DETAIL) VU DMIULL UUum I CONTRACTOR TO SAV=T AND MEET 'UTCHOGUE NY, 11935 EMSTING PAVEMENT S37'04'40"E 95.00' \ GRIFFING STREET � � cn cn Cn C11 N N N N 1000-102-1-33.4 C� O NOW/FORMERLY OF ANJO LTD PO BOX 871 N_ NRIVERHEAD, NY 11901 rn � UT cn r� r� D 0 C7 M C D 400.00' D l� JUL 16 2015 Southold Town Plannino Board 80 0 80 160 SCALE IN FEET Jd V Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 The H eritage at Cutchogue Cutchogue, New York Town of Southold No. Revision Date Appvd. Designed by Checked by Issued for Date July 10, 2015 Not Approved for Construction200 .&CMA -2 -s Drawing Number Sheet of j 2 21 _ Project Number 29305.00 O Ln O M U) �- EMERGENCY ACCESS ROAD GRASSED AREA WITH LOAD BEARING SUB -SURFACE (SEE DETAIL) 2009.51' (DEED) w 2009.22' (ACTUAL q P OPOSED CONNECT � CONNECT CRASH GATE EMERGENCY ACCESS 'J EMERGENCY ACCESS (SEE DETAIL) TO EXISTING ROAD W TO EXISTING ROAD Q 1000-102-8-28 1000-102-8-29 1000-102-8-30 1000-102-8-23 1.000-102-8-24 1000-102-8-25 ---1000-102-8-26 � NOW FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF 1000-102-8-27 --NOW/FORMERLY OF NOW/FORMERLY OF DAVID &DONNA COOK PATRICK &LESLIE CASEY NOW/FORMERLY OF - WILLIAM & VIVIAN VELEZ LINDA COOK ZORA SORMELEY WADE HUBSCHMITT NOW/FORMERLY OF 209-50 28TH AVENUE 3050 HIGHLAND ROAD 2890 HIGHLAND ROAD WADE HUBSCHRE T 31 MARTHA STREET CYNTHIA LAKE 2060 HIGHLAND ROAD 1850 HIGHLAND ROAD CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 31 MARTHA STREET FREEPORT, NY 11520 2270 HIGHLAND ROAD CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 BAYSIDE, NY 11360 FREEPORT, NY 11520 CUTCHOGUE, NY 11935 1 U U TENNIS COURT (SEE DETAIL) VU DMIULL UUum I CONTRACTOR TO SAV=T AND MEET 'UTCHOGUE NY, 11935 EMSTING PAVEMENT S37'04'40"E 95.00' \ GRIFFING STREET � � cn cn Cn C11 N N N N 1000-102-1-33.4 C� O NOW/FORMERLY OF ANJO LTD PO BOX 871 N_ NRIVERHEAD, NY 11901 rn � UT cn r� r� D 0 C7 M C D 400.00' D l� JUL 16 2015 Southold Town Plannino Board 80 0 80 160 SCALE IN FEET Jd V Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 The H eritage at Cutchogue Cutchogue, New York Town of Southold No. Revision Date Appvd. Designed by Checked by Issued for Date July 10, 2015 Not Approved for Construction200 .&CMA -2 -s Drawing Number Sheet of j 2 21 _ Project Number 29305.00 P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LM. S37'13'30"E (DEED) S37'04'30"E (ACTUAL) 221.47' 4' �ONCRETE WA K (TYP.) PROPOSED HYDRANT, ROAD TO BE WIDENED TO 26 FT. AT HYDRANT (TYP) EXISTING CHAIN LINK FENCE TO BE REMOVED N36'54'20"W S38'30'50"E (DEED) S38'24'20"E (ACTUAL) _ PROPOSED NATURE TRAIL PROPOSED CRASH GATE (SEE DETAIL) CONNECT EMERGENCY ACCESS N TO EXISTING ROAD W = E O V s t �x U U "}..1 y ''l F<t",.)'i.. >: r< �. Y:' ,r- �.: "i.t'}.�.., LA Engineering, Surveying & — Landscape Architecture, PC 100 Motor Parkway 12' 12' Suite 135 22' I--yi f Hauppauge, NY 11788 PI , 12' , i ----I 38.4' 23 22 �� n 631.787.3400 10+00 The Heritage at r Cutchogue ARS Cutchogue, New York Town of Southold No. Revision Date Appvd. Resigned by Checked by Issued for Date July 10, 2015 40 0 40 4$ SCALE IN FEET Sheet of 3 21 Project Number 29305.00 I I �R.. . A LIA Y{< r (1 cn r, J 01. Z 0 a Y 01 N 0) W C%) ' j J 1 \f 7 S37'13'30"E (DEED) S37'04'30"E (ACTUAL) 221.47' 4' �ONCRETE WA K (TYP.) PROPOSED HYDRANT, ROAD TO BE WIDENED TO 26 FT. AT HYDRANT (TYP) EXISTING CHAIN LINK FENCE TO BE REMOVED N36'54'20"W S38'30'50"E (DEED) S38'24'20"E (ACTUAL) _ PROPOSED NATURE TRAIL PROPOSED CRASH GATE (SEE DETAIL) CONNECT EMERGENCY ACCESS N TO EXISTING ROAD W = E O V s t �x U U "}..1 y ''l F<t",.)'i.. >: r< �. Y:' ,r- �.: "i.t'}.�.., LA Engineering, Surveying & — Landscape Architecture, PC 100 Motor Parkway 12' 12' Suite 135 22' I--yi f Hauppauge, NY 11788 PI , 12' , i ----I 38.4' 23 22 �� n 631.787.3400 10+00 The Heritage at r Cutchogue ARS Cutchogue, New York Town of Southold No. Revision Date Appvd. Resigned by Checked by Issued for Date July 10, 2015 40 0 40 4$ SCALE IN FEET Sheet of 3 21 Project Number 29305.00 I I P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LM.dw 23 B �-+ N N N 1901.44' (DEED) U''\ 1904.80' (ACTUAL) CAw1 L,_ ROPOSED LA I ATURE w RAIL �= 0. i `•`" — — — ?'e _ 75' BUILDING SETBACK PROPOSED y o 7-7 F_�. i l), � � T COVERED - . ` .f ` c� 14' x 20' 10+00 ) C AC N 14+00 1 s LUSH CURB TH PAVERS r -- N 0 115 A N 0 n EMERGENCY ACCESS ROAD GRASSED AREA WITH LOAD BEARING SUB -SURFACE Y (SEE DETAIL) Q Im w V) 0 Z 0 �m IU-) 75' BUILDING SETBACK — 50' BUFFER I EXISTING CHAIN LINK FENCE TO BE REMOVED 2009.51' (DEED) PROPOSED CRASH GATE (SEE DETAIL) 2009.22' (ACTUAL) Q CONNECT EMERGENCY ACCESS TO EXISTING ROAD PROPOSED PATIO LOCATED WITHIN SETBACK TO BE FLUSH W/ GRADE AND NOT COVERED S37'04'40"E 273.68' EXISTING CHAIN LINK FENCE TO REMAIN rn -� N N I N 30' u7 N PROPOSED g _T U' 0 n EMERGENCY ACCESS ROAD GRASSED AREA WITH LOAD BEARING SUB -SURFACE Y (SEE DETAIL) Q Im w V) 0 Z 0 �m IU-) 75' BUILDING SETBACK — 50' BUFFER I EXISTING CHAIN LINK FENCE TO BE REMOVED 2009.51' (DEED) PROPOSED CRASH GATE (SEE DETAIL) 2009.22' (ACTUAL) Q CONNECT EMERGENCY ACCESS TO EXISTING ROAD PROPOSED PATIO LOCATED WITHIN SETBACK TO BE FLUSH W/ GRADE AND NOT COVERED S37'04'40"E 273.68' EXISTING CHAIN LINK FENCE TO REMAIN LA rn -� N N I Ui 0 CJS tr N PROPOSED g 0 U' RETAINING to � O N O CJi � . Cn > ^N 0 O � C: m > r v LA V 1\Vr VJLL/ VINYL COATED 8' HIGH CHAIN LINK FENCE 0 CONTRACTOR TO SAWCUT AND MEET EXISTING PAVEMENT \ GRIFFING STREET MEET EXISTING PAVEMENT WITH NEW CURB 1� O V s Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 The Heritage at Cutchogue Cutchogue, New York No. Revision Date Appvd. i)esinnM by rh.,1s 4 h., Jury 1V, LV1J Not Approved for Construction !, _- •. ,l ' • ........... . . 2 Drawing Number DICE YE JUL 16 2015 40 0 40 80 SCALE IN FEET Sheetof 21 Project Number 29305.00 to to Cn cn N N I Ui 0 CJS tr N nj O O PROPOSED g ENTRANCE RETAINING WALLS V 1\Vr VJLL/ VINYL COATED 8' HIGH CHAIN LINK FENCE 0 CONTRACTOR TO SAWCUT AND MEET EXISTING PAVEMENT \ GRIFFING STREET MEET EXISTING PAVEMENT WITH NEW CURB 1� O V s Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 The Heritage at Cutchogue Cutchogue, New York No. Revision Date Appvd. i)esinnM by rh.,1s 4 h., Jury 1V, LV1J Not Approved for Construction !, _- •. ,l ' • ........... . . 2 Drawing Number DICE YE JUL 16 2015 40 0 40 80 SCALE IN FEET Sheetof 21 Project Number 29305.00 P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_GD.dwg a 0 U C 6 N 6J ri N 0 N Lri >, >; 0 In 0 0 z Q J J D V) C) a 0 N Ln 0 N 0 Q) 0 Q) 0 In ,ex AN' WF- A7 W 0„E (DEED) I"S38'30 5 ) !' S38'24'20"E (ACTUAL) 1 36 % 37 'x Tr= I••-•---' Z w so• BUFFER i"koLo 5• BUILDING 311.90 >K y 1 33. . 40 A 33 aim! 33 /Cn s 33.5 C 1 > ,o b 37.50 C1 rr. R ac>h 33so +r�jt�'/ lzj3 20 3n3M nm 32 e 3113182 `¢ 'p w 4 R 3232. 3S' 1D' ron .10 J11.071 MM 11 10 -s \ .. 31. I 'Sti a.7e l" 1 3290 33.1 32 LP R W • m• yti Y 19+1 1 32.01 T.A 1 F _. ........., - :-� N�•, 9 S, � 3227 0�r �\ • � w 33.19 325 19 `6 \ i O 33.18 1 33. t rj' jp � \= �m 33.31 �T1n. i S37'13'30"E (DEED) 32 1 r s S37'04'30"E (ACTUAL) 221,gr/ r„ 3D +761 :3950. 31 .87 •' \ 34 33 K1 3o LO 32 p \ • .tM - 31.E -` 34 UNIT 02 z ,� I UNIc 13239-FFEN�T 101 328 UNIT 100 • # ED -0.95 PATIO AREA -0.95 FFE= 0.00 GFE= -0.55 -0.75 Unit Type A DRIVEWAY -0.75 DRIVEWAY COVERED PATIO AREA -0.95 FFE= 0.00 GFE= -0.55 -0.95 x -0.75 COVERED PATIO AREA -0.95 VARIES fs��l•9 Unit Type B/C FFE= 0.0 GFE= -0.55 Typical Unit Grading Scheme N.T.S COVERED PATIO AREA -0.95 FFE= 0.0 GFE= -0.55 -0.95 VARIES x 1 2 CAR GARAGE f 2 CAR GARAGE f -0.75 I i -0.75 } DRIVEWAY DRIVEWAY Z X =< �LO r LO -0.95 VARIES x 1 GUTTER - 34 - 1 32 2009.51' (DEED) 2009.22' (ACTUAL) iall En - 1 1 L ` `'.'.-_ f a, • r:' 10 TE W111, SE'ir?"'3^ _.,•.,,..-^".... >� _ tl TOP OF APRON + 4" FROM GUTTER 1%-5% !� -0.75 25' 4' ROAD WIDTH APRON DRIVEWAY GARAGE Typical Driveway Grading Profile (w/out Sidewalk) N.T.S TOP OF APRON + 4" FROM GUTTER [cl�ji��l:1 5' SIDEWALK 2% MAX CROSS SLOPE 1%-5% f__� -0.75 25' 4 ROAD WIDTH APRON DRIVEWAY GARAGE Typical Driveway Grading Profile (w/ sidewalk) N.T.S N37'13'30"W F �i o 80 0 80 160 SCALE IN FEET FFE = 0.00 GFE= -0.55 ��lEiMb .j 400.00' TERMINATE BBC AT POINT CONTRACTOR TO ,,-SAWCUT AND MEET EXISTING PAVEMENT Imo\ GRIFFIA G STREET `TERMINATE BBC AT POINT UNIT Grading & Drainage Notes FFE = 0.00 GFE= -0.55 UNIT 1. PER THE GEOTECHNICAL REPORT PREPARED BY SLACKE TEST BORING, INC. DATED DECEMBER 7, 2006 GROUNDWATER WAS ENCOUNTERED IN TEST BORING 2 AT 17'-7" 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 B. 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. 6. DRAINAGE PIPE TO BE AS FOLLOWS • UNDER PAVEMENT: RCP, SIZE AS NOTED ON PLANS • UNDER LANDSCAPING: CPP, SIZE AS NOTED ON PLANS • ROOF DRAIN HEADERS: 10" CPP MIN. SLOPE 0.5% 7. DRYWELLS AT UNITS TO HAVE 10 FOOT VERTICAL DEPTH. 8. ADDITIONAL ROOF DRAIN HEADERS MAY BE NEEDED PENDING FINAL ARCHITECTURAL DESIGN. Earthwork Notes E V s A � x R d e fx L Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 The Heritage at Cutchogue Cutchogue, New York Town of Southold No. Revision Date Appvd. Designed by Checked by Issued for Date July 10, 2015 onb _L a1 '99 -M = 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. Drawing Number 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 THECm3*0 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 2� X" THE ENGINEER. 6. REFER TO SOIL MANAGEMENT PLAN FOR ADDITIONAL INFORMATION. Sheet of „a 4 21 'J Project Number 29305.00 f f I i } GUTTER - 34 - 1 32 2009.51' (DEED) 2009.22' (ACTUAL) iall En - 1 1 L ` `'.'.-_ f a, • r:' 10 TE W111, SE'ir?"'3^ _.,•.,,..-^".... >� _ tl TOP OF APRON + 4" FROM GUTTER 1%-5% !� -0.75 25' 4' ROAD WIDTH APRON DRIVEWAY GARAGE Typical Driveway Grading Profile (w/out Sidewalk) N.T.S TOP OF APRON + 4" FROM GUTTER [cl�ji��l:1 5' SIDEWALK 2% MAX CROSS SLOPE 1%-5% f__� -0.75 25' 4 ROAD WIDTH APRON DRIVEWAY GARAGE Typical Driveway Grading Profile (w/ sidewalk) N.T.S N37'13'30"W F �i o 80 0 80 160 SCALE IN FEET FFE = 0.00 GFE= -0.55 ��lEiMb .j 400.00' TERMINATE BBC AT POINT CONTRACTOR TO ,,-SAWCUT AND MEET EXISTING PAVEMENT Imo\ GRIFFIA G STREET `TERMINATE BBC AT POINT UNIT Grading & Drainage Notes FFE = 0.00 GFE= -0.55 UNIT 1. PER THE GEOTECHNICAL REPORT PREPARED BY SLACKE TEST BORING, INC. DATED DECEMBER 7, 2006 GROUNDWATER WAS ENCOUNTERED IN TEST BORING 2 AT 17'-7" 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 B. 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. 6. DRAINAGE PIPE TO BE AS FOLLOWS • UNDER PAVEMENT: RCP, SIZE AS NOTED ON PLANS • UNDER LANDSCAPING: CPP, SIZE AS NOTED ON PLANS • ROOF DRAIN HEADERS: 10" CPP MIN. SLOPE 0.5% 7. DRYWELLS AT UNITS TO HAVE 10 FOOT VERTICAL DEPTH. 8. ADDITIONAL ROOF DRAIN HEADERS MAY BE NEEDED PENDING FINAL ARCHITECTURAL DESIGN. Earthwork Notes E V s A � x R d e fx L Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 The Heritage at Cutchogue Cutchogue, New York Town of Southold No. Revision Date Appvd. Designed by Checked by Issued for Date July 10, 2015 onb _L a1 '99 -M = 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. Drawing Number 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 THECm3*0 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 2� X" THE ENGINEER. 6. REFER TO SOIL MANAGEMENT PLAN FOR ADDITIONAL INFORMATION. Sheet of „a 4 21 'J Project Number 29305.00 P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00-GD.dwg E W V r�l I V 1. SYSTEM "w • • .. _ R=26.50 s' `.:� , SYSTEM H DW M M' - _ . .. 100' A%!),i PRIVATE r:`� I.L. R-29.50 SETP °C€;C (TYP) SYSTEM I DW _.. _._.... _.. q - IR=30.50 ,-' s38.3050 E (DEED) -':: ,% _ Engineering, Surveying & _. e r __. . „ _... p_ ... /. . '' '. : ,• ` h .. .-- ,-..:..., , , ` Landscape Architecture, PC S38'24'20"E (ACTUAL) \� Motor Parkway 32 Suite 135 E -31 w 33 _ ....... 3 r ..... r r ' 36Hauppauge, 37 „Y 11788 CJ �''�J ? S Y T ,E..N' -r'-r �s� . �•:t `•� # � .,..� N } g,,, ..P-�, i 1d.` f-. - - , W 30.7 r ;� �,4. A x -. ► ( 1 631.787.3400 ,. 3 31.90 a' a 31 ;HP 31.90 i iv'1 f 37.0 31 13 31.90 0 x 30 ® - G XP 0 x H1' ' H2 i� ' 31 11 5 12 3 ® SYSTE": ._ IE�} �.. 31 6 =R=30 0 32 _ _ _ ? _ 31---a ® 3 �'`?Ir; g r `�, W ` ` `" -` _ . F 32 C'wt,=33/� 1 1 32.14 I �' 32.90 x CO €1 32.203 0 0 , 37.50 �► `�� _/�'` f 33.7 ° x -RD } - t 32,14 32.90 rn rn t# K' x `L z f € �•-� r� 33 1.95 31.95 31.60 31.60 ` ':>' E'< c� UNIT 2221 2.00 t 31.10 a 31.90 33.4 of 32.60 32.60 - UNIT 2 X23 m I c E 5� 33.40 33. CoFFE 33.85 ♦ r UNIT 2.4#25 FFE = 33.09 GFE = 33.30 UNIT 2019 c a ° \UNIT 029 UNIT 827 I .. FFE - 32.55 GFE = 32.64 I FFE = 32.95 I I 31.70 32.20 UNIT 18 17 _ - ✓ fE € w UNIT 635 2.20 c o 1 FFE = 34.65 FFE = 32.90 GFE = 32.00 2 4p GFE = 32.40 ( FFE = 32.05 315 FFE = 33.55 I GFE = 34.10 2.05 GFE = 32.35 32.15 32.34 32.20 `UNIT 3 X31 -� 31.80 31.80 31.90 2.10 31.40 � 5 V\•1\� 3q 0 I� GFE = 33.00 FFE = 34.15 33.80 ( _.. 32.20 "" 31.20 GFE = 31.50 31 { S1 4`0M 1 3 3 / S18 4'0MH I 7 H 1 CO FFA 33 6 2.70 I UNIT 3 X33 I GFE = 33.60 33.50 I 32.90 ( f 31.2 S20 ca R=xx o R=32.63 3 • 0 0� GFE 33.0 32.80 FFE = 33.15 4 32.15. R=30.15 ^ M o r i \ 32.80 GFE = 32.60 SI 33.6 I 32.00 0 S12 ce e`f 2.25 ? ,�, 32.1 x 3.10 32.0 31.20 33.30 R� 3150 H o � 2.40 32.50 32.80 I 33.7 I 3 .15 I ( 31 60" 31.80 31.60 I 32.4 - x R=2sso r 31.9 x x x x 32.4 M 32. 0 3.70 31.0 RD- 33.40 33.2 I I 33.90 x 32.15 - - 32.89 32.86 32.18 32.42 t3l 8 2.60 N 32.60 � x 33.90 -Rp--. '" � , AD - - RD x 31.10 31. 0 \�� °-� � 32.80 x � _ " D- 'S'� : R=30.5 30.7 31.10 AD , .. -!_ -- 31. 0 e' 33.35 8' 32.80 2.60 x ® 31(58 31.9 R-30 50 x x, p 2.17 L9 cB 33.40 3 .51 ^� 3.40 _ D- 6 x 326 32.3 A W ro 3.40 R=30.80 33.40 _ 33 7 33 32 30.77 31 8 32.09 __........___..__R=.31.25 1 7 I 30.9 30.42 33.20 1. 5 x x _ __..._ .._... ___. _..... ____. -.... - ... _ �., - 31X35 31.06 _._ ..._.. _ ... _.. _... . _ /..__... _ ..._... _. - _tai , ' - - - R 30 25 32 3 - - -- 31.53 32 32.2 x 3 .1 �� DW 33.34 318\ _. _ --. -I-- - x __ . 32.40 3 00 _R=31.50 - -30 26 30.09 � O 33.1 x AD 312 x 32.40 i �'�, 32 R=3 . - �, � .. _ = \ _ - I- - -T�- . -+-�3 --.{ . 3� 1 , n , .. -" _ ., „ 1 84 30 4 1 - � 314 x 32.60 R- 32.10 - + 1 111+00 c `� 37.50 O n� "o' x x 31.20 31.36 31.66 \ x 32X78 - > ti�`� 3+00 12+0 U+�O g x / ,i "� 33.3 1 _ 4- z 32.85 -.. _ .. . . - .� 1.03 31X30 =31 � �_,-- / ,t .... 32.10 � � 8��J0 16+17.74 .75... X 3 I 32.60 - LP 1' (��32 .30 SYSTEM J DW J1 O 33.50 \ O�i,�� ' / .... 1.03 W �.. .:._ _ - -� .-_-� �,3...._ -_ X00 t#P.. - i'i+63.3 t TC 31.48 ♦ I R-26.50 �, 3/ m_.__. _ 2 15 14+03.UU / I �� - - - CO `�� S19 ce ; , TC 31 3°.7 BC 31.15 F -RD •- 32.00 33. 33.65 R R 30.51 BC 8 C, n . x 2. �,., ': 'S - - - _ � . -' x 35 4• •y'� 32.00 ' 33.20 33.50 o0 5 y1 L10 ce ; 34 6 I \ = 5 0 / .......... R=30.80 32 / x - r._ p R 31 7 R=30.85 _ - _31.2 D. 3 0 32.82 0 e 4.43 CO co 29 =i x 35.16 Ln rn n 4.76 FES ELEV. LP t , tT 4.60 II II [ i `u ;'' R=VARIES t ,:' .`: W t0 6+5 .02 i. ° O �. lip 26 x 35.16 F- W _ `. 31.2 FES ELEV. C t J2 ; ••�Q1� # f 17+87.32 ( 4.93 Z Li Iwi i_c: z PLO O , \ 24.00 ±21 R ` �• 33.28 f I ` _ = LL_ O 1 p CPCA AD BOT. ` o w 32.20 R=31.5 r pp O 10' ; 310.40.07 f 1� HP + RW33.50 �' 00 S16 ce ® HWL MIN _ _ _'>: FII II I 4. 35.00 I S1o26 50 ! 3. s 32.00__Z�� 32.23 t GRL2 \ 14 I I �R 34,80 :` 2.50 `, 32.10 R- cc R 31.08 24 50 a . �`� 3.10 x '( • R=26.50 x 34.96 32.45x \ ~ 31.9 DRA L �^Dt ±214,771 CF % 4.61 r Z a, CAPACITY x y- RD 3g co 32.30 CB BOT. EL. 26.00 =31• R=31.78 HWL EL. 31.00 cr 32.90.. 33.10 x 32.90x r'',L:_ i s T �' 1: AA`_ - �4.59x Cil"( t%-T, TO[ F / j R=31,90 �T F`� rp �� R=31.92 J3 r RD 2.90 yt � � ,\ is+x7.62 t � 34.92 34.61 :\ u •P.. CO co 1°� / :' 34.81 L7 CB ti ,34,'40 % 2.98 3.18 L1 ce , _, �� 1 C13 15 R=33.05 x 34.77 cc i I 1 p R=31.78 1 ® ® =26.5fl R=26.50 32.2 jj 4.81 S 3 S�il90 1 r7 �o�� / / 3 L3 4'0MH c01 � =33.50 J �/ 37 �° 41 2 f ` �1-n Z 33.1 ` R= 33.15 i W (v ar Ra 19 30- s r 1 e t 32.35 32.51 o L6 4.4MH / q�. 4 t 262 �\ 31 / U U w 33.18 32.18 ' 60 = `� R=32.06 3 r / 342 ; /.: / ?s, \ L4 ce R 31.14 �^� 4 40 05 'FES ELEV. 1 O i = 101, HP ... 32 R ' �, ° W W `� 1 c�j a 26.00 / -- �O \ x00 io\89 i d • co 11 t R \ } I 0? o / D �. 30.50 qq ' / O ♦ ��, R=31.50 `o WW W N` N ` 2 / 33�4x 34.0 34.10 / 4 0 32.25 i a R=31.50 _ __._._.__......_. __...._._ 33.18 32.9 .87 4 _ 33.1 -.._.. - - ® i x r T %;� c�/ 32.90 7 3?4 �I 3 <r: _ 34 20 'PQ 3 -_� ; i/ RD- (�32x3 "33.31 6� - -RD- /�` - - 31:45. �.. ,32.90 \ .{.rU 1 . 1 -?045• / 33.64 4.20 \ •�.�, /T 3 _ =31,501. 6 -' ;' .• 0•+ t L8 / ,>1 � 'Tear. 287 _-- �. t ` z3 3, CB> >' - G'/` F S 2.9 3 3-- // 33.05 t 31.00 / 1 31.9° i �3 R= 33.05 EN -14 r� c� '6�' i cn' ,^,F' 1 u_1, 2.98C0 33.08 0 4.00-119 r 3 S 3.10 r _ . , - 4.20 0 2 3 %k0 3 ' / .Y > 4' g S S 3 R 2.46 3 h� P t SO / 33.tfl 33.50 33.25 - 3 x AD g`o 31.45 - .f 33.10 32.35 2.05 t - -1 - -- - - - - - --�- -... - -��- - : _ `'` '• 32 24 3� - �"� DO r� I L:.%, �c' R=28.50 �C) f 32.2. - - 50 �l 33.39 3.06 _._.._.. _ _ _._ z �. _...., <� x 32 79 2 - 5 �`, "' -1 v t +DD-- AD - _+00 'L 2.25 `�. -, `• 5-1- .70 t - _ -•-- _ � 2 33.45 ♦ i 'S .. , � � •. `'�, i , .#; �G 33.70 31x76 31x50 R=31.25 1.22 3110 -W 32.57 33. 33.05 J�� '"� TC `3±.i :.`.. , 29 2.90 UAl1rs �. 1 3c; .10 EN FFE 6S`�66 3235 32.09 31.83 31.55 31.73 ..R .25_ F� FF' EN 0 33.33 / - 33.°E,?'. FE 3 5 32.15 `'- - ` .,. 33.25 : ; -= , V. 33.70 ^� x 32.38 / x 32.22 ° 31.45 = 8 50 0 UP < W 2.18 32.38 32.22 2 P3 2 . 32 �� # 1.6 _� W `� 32.02 �. 0 32.0 2.02 A� r:a - EN EN 4 31.25 31.5 ® 2.90 3`3 FF L5 CB 33.15 r'` I ;. io�r, \ r•, II 4 ,r 1, Gf f_,.-1r-,O 32.2 3232.22 052 00 R=30.2 F-, -�22 1 j ,c o o Vr1\ 3A o RD- 6,.11-; . ;t �, ;'N,,;: - „ Q 2.0 i 1 33.5 co o lT 32.38 132.1 FE 33' 3 33.0 r� J :' , -,.,.: _. '' Mt:., 1: IT';.. W 32.90 f 3 .25I 32.20 32.22 LO 32.10 F rn = ": k ..rT r ` ;` LTi:`, "', m' ;. t ,.3.^ w x UNITS 47# 48 UNITS 4950 GFE T'' f' �= ° . ` �! s;_ � }::` �. _J D FFE = 33.13. FFE = 32.97 M t lf.r rM., 't ;',:; o SYSTEM K DW 50 R 3 _ GFE = 32.42 2 , M.• , , r a 1S .r. -4'r .;' '.>> I ;p a SYSTEM YSTE P DW 3 GFE - 32.58 :. R=28.50 30 P4 4`0MH4�' ° 32 I 32.18 I >,4 n 3' E x R=26.50 I I 33 p5 i r 31.25 1.0 R= 26.86 31.25 I �` S37'13'30"E (DEED)' 32.18 31.1 4 d I W I t� N® €r.. S37'04'30"E (ACTUAL) 221.47' M1 CB I�✓ I r r`- R=29.50 '+;. 31,25 31,25 � R=31.63 £r, �• f 1 CO ,,, - � '_t, , , - _ a a I 32 . , SYSTEM Q DW K2 l N 30 21+77.61 LP # - r ® R=28.50 ti , }K �. x36.50 31 31.67 / r> 4• i 36 -7Q34 35 /' y, f o M3 M4 5 31.50 SYSTEM N CA i 3 EM A-A DW 2 3 _ o r:: x 50 3 3 ' ® K1 D 1 I }; {, . R=28.50 1 31.90 ^� ni 02 29 O �,r ' 3 > 0 3 r 3 3 1� N 03 Q4 w_. M2 cB I!" i" i:;;;rfi"r # N R=31.63 w _,_,' t' ® f ..- y.. - ' / / `YT'TE' ` R=30.25 a 32 AA 31?35 32 f 17. .p `n N 1 94II co [ W ♦/ ., 33 r # �I�_ 34 TC 32.13 ,oCO o ui '� 31.94 34 ---- I 34 f: '' ° 4.533 I TC 32.43 BC 31.80 3D 30 I I COc0 �r �- f "^`` °° 34.53 q BC 32.10 30.35 CO m 30 1 CO z ( UNIT 102 R w , " "1 # a C° 34.20 I 34.73 .� I ° 33.3 co ti 30.55 U T 91 R 30.75 34.20 o U T 92CO - � FFE = 32.89 -- � c x 33.3930.35 - RD 33.30 �� UNIT 101 � �� ..: UNIT 96 UNIT 95 I I FFE = 32.55 FFE = 32.55 '0 GFE = 32.34 _ UNIT 97 FFE = 35.48 0 33.59 GFE = 32.30 0 30.95 UNI 8V I The Heritageat 32.14 FFE = 32.89 UNIT 100 34.10 �j' FFE = 35.48 I UNIT 93 I GFE = 32.30 FFE = 31.70 U II 8 30.50 UNIT 87 33.10 GFE = 32.34 31 �, FFE = 35.15 a UNIT 99 I UNIT 98 I GFE = 34.65 1 GFE = 34.93 GFE = 34.93 6 UNIT 94 FFE = 34.34 b k30.15 GFE = 31.15 o FFE = 31.70 I FFE = 34.25 FFE = 34.25 x I FE = 34.60 FFE - 35.15 I - 34.10 _ - 30. 5 x 32.14 32'14 GFE = 34.15 FFE = 35.15 FFE = 34.34 GFE 33.79 C7 ce GFE = 31.15 ,� GFE = 33.70 31.94 p A2 ce FE = 34.6C B1 CB A x C4 cfi DW GFE = 33.70 S C u tc h o g u e Y X I 2.14 R=32.24 Q r R=32.58 8532:9D GFE = 33.79 C1 CB 3D. fl R=30.65 p R=28.81 R=29.50 y R 31,9 34.15 I I 0 34.53 R 1 R=31.70 I AD R DW 1 C10 ce AAD D a x 34.73 34.53 �! 0�, DW R=29.50 30.35 = 9.75 R=31.32 R=29.75 ® a RD- � 32.14 . x I }t` M ^� I � � - x , 30.55 I I ' ,p :: 34.73 ^0 i 0.35 30.55 30.95 0 33.50 31.38 DW Q 34.20 �� •iv I I 4.73 'S I 33.3 R=31.25 � 30.75 33.3 I 34.40 I 34.40 "0 34.73 33.59 0 '�--RD•-- 30.55 - - -- x - 30.95 x . CutchO ue, New York °' x R=30.5 J d- " ^0 I Dyy l � , 3.39 � � ... 30.95 � 30. 33.30 3.50 � 33.5D g a AA2 x R6 ; ^� r 34.40 ? 34.40 J. / x' 33.59 ^� 9 33 D"' - - 0 30.95 33.50 0 31.05 Aq4 - 34 q ^0� �:, �.z AD .. LP =32.90 4 3 ; 34 8 D ` - 3p 29 47 ^� - - l A3 MH �. R=30.6 33 =33.2 r, R=32.5 0,43, r 3 3' I 34 -� R=32.5 TC 31.55 DW C8 60MH A - - ]R pp Town of Southold �. R=31.60 1 - - 32.82 ,J 33 2 = 29. 32 32.46 33.06 33 Rw32 0 D ® R=2a.a1 R=29.8 31.33 3 33.43 34.5 ; ` � 3 .91 33.8 � x x R=32.50 3 .96 32.49. 31 5.. . / _, HP 33 85 9• No. Revision Date A vd. 33.80 p 29.88 30. 5 ^1 �� 29�� LP Z = x HP p x x p ^' 1 34.38 \ 2v x X X X cl BC 31.50\ 30.9, - / y 00 33.42 DW 21+93.37 R-32.50 33.48 ' �'b5 K , 3 32 3 32.06 .3 3 3 -- 26.25 29.45 2 . 'S 'S`L - 5`1 -y'5 ' S R-33.50 34.76 0 - sr g _ ._.?• _......__.._ __. -- - a'0MH - - - _ -.... _ .. _ i • 3203- 32.63 ' y - TC 32.53 2 z - - -- - - - - -. �- :� - - - - - - _� � - __...___,._..•:..__. - "`` --- - - - , Y- - - - �` ., _ _...�. --..,.,WWW - .._. o i- I -I- + i- -- - 7- , --1- _-I ' i .1 . - > -�- 3 -C6 + -�-0 30.50-H - _ ..__..._._. .. .. _ .._ _ _ - _ - L s C2 _ U) 30.50 BC 32.20 _b A ,5 __. -.. _-_ _ _...__ _-__....__ ,9 _.. _+ _ _ ___..___......__-__. �._ p -- '- � (0" x# 00 -23+0� - -- 22+00 21+00 20+OG 18+OC, R=31.70 17+00 16+0 14+ +� x �.. _ _ 2 0 31.9 3X54 , - ...__ N ; £ 31 34.22 3X79 _..._ ._ _. _ _ .. __ 3 X30 3X82 I 31.1 ` 'w' - ._. ' I � � - - 369 D _, 30.75 A x 32.87 x 33.47 33 �"- 34 33 33.20 YD {; t,? ;_ '_/ 32 32.2Ap 32.87 34.84 34.55 33.12 x 33.66 33.15 33 +�' 32 31.49 31.02 0 =28. 91 30.49 31.08 31 33.20 33.80 3 R 5 f D 34 ,� AD _ .._ p x p' q - - -RD- - - C`': _ R=32.10 x _ _ = 291 _ _ = 3 A AD x _ 34.0 34.05 ``' 33 33 R 0 - R x 31.95 R 30.5 31 - 29 29.24 4 `L°' AD _� 31 30.7 31.50 --R 34.20 0 33 x R R=32.50 34.85 _R 34.05 34.05 _ x 34.08 34.08 31.75 31,85 I/ 31.95 RD- ter, TC 31.83 .� 33.18 33.18 - Rp. 35.05 35.05 r 8 34.85 - - 32.90 _R R=32.2 ® 34.08 I 33.8 DW RD -x- -- 30.10 I 30.10 R -28.50 RD x- 31.50 Ir, C9 ce 3 .50 31.30 o x . 34.20 I 34.20 ' q x T 3150 R=31.32 � r' �9, BC 31.50 � "� 8530.60 32.9 35.05 - R 3 .05 0 � C3 MH 31 75 a •RD- 4.00 �'$:"'3' 33.18 LO 33.18 Al ce I 35.05 33.85 AD 31.30 R=30.75 Designed by Checked by / I 2 98 R=32.24 I B3 4'0MH 33.85 R�32.58 B 3.88 R=30.50 R=30.53 30.10 30.10 . 32.90 �' UNIT 105 R=32.5° 33.25 ( UNIT 110 UNIT 111 N R=28.50 N �0 UN \_ HT b UNIT 104 v' 3 .50 I C6 CB 29.9 UNIT 1�6 UNIT 117 Lr�3 UNIT 103 x I 33.50 UNIT 1 9 FFE = 34.83 o FFE = 32.70 31.95 R=28.81 UNIT 115 31.50 x I FFE FFE = 35.80 / FFE = 33.93 FFE = 33.93 UNIT 106 UNIT 107 x GFE = 34.28 FFE 32.25 FFE = 34.95 Issued for Date T 1 I GFE = 35.25 I ( GFE = 32.15 �- 31.20 ® GFE = 33.38 `33.18 GFE = 33.38 i 35.05 " FFE = 35.80 FFE = 34.83 UNIT 112 UNIT 113 " 31.20 FE = 32.25 GFE = 31.70 I GFE = 34.40 ; is GFE FFE = 34.80 UNIT 108 34.08 FFE = 32.70 FFE = 30.85 M A6 I --RD GFE = 35.25 I GFE = 34.28 30.10 GFE = 31.70 July 10, 2015 ® R=30.60 R I �s GFE = 34.25 34.05 FFE = 34.80 IT 114 � - x x � GFE = 32.15 29.25 GFE = 30.30 32.98 34.85 o D. D- j ;£ _ 33.8 c0 31.75 D FFE = 30.85 1.30 31.30x a A7 x = ° 32.98 co .. 34.8 5 FE 4.2 33. 8 31 c GF = 0.3 C0 ° N Approved f � 33 8 a I G 3 5 � � E 31 75 E 3 0 °° �4 00 I Z `�o - 32 A ®T 4 1 335 I��I 29?30 29.90 X31 C of pprove or Construction � N o -- - R=3`` 3 . 1 - _ - _... _. �'-_ �' a 33 33 3 , -�.7 30 co 29 30- 1.00 o?. ..., .. � ® 3t , 32 t3 =: y ^NI-. },RY ® �.. • I n o rn A8 ;;_..e �;',;,r ;,,,► ® �'' 2:50 ;�:.: 2 C' C�,'�'"1','" -.. ,�� ® x ®B4 ® ® 7 .f •� x -�► „Y� T*F_"A .. C17 -Y.1,. _ 32.75 6 65 C1 A 32 R=28.25 `�� 11 C14 C13 =26. R=30.10 33 S`" T: 1 !! C12 50 ( YF'.; a � 0 ® J 2 / - C 1 C19 32 A9 A10 0 32 - C10 R=, 6.50 R=28.25 s �� ^> 33, A g1 a `rD 31 35.75 0 29 " x 35 35.75 aA Drawing Number 226 31 ' 35.75 35.75 _ `. r- . �, 'a q F, . � - \ 15,0* Pi 'VATF WE rf 35,75Xt.z r IV- �<L SET YAVM left ..W 0 27 28 �:� 29 -� °33 34 , N _... _ ... _ 32301 , SYSTEM B DW 4 Y :. �n;ta.s:. '.,. SYSTEMA DW N36'54 20"W DRA C f \ R=29.60 ±7,900 CF SYSTEM C DW R=31.60 1 __ .. CAPACITY R=25.50 j ! 11 h T BOT. EL. 25.50 I 6 HWL EL. 27.00 \ ,.; Sheet of C �' 40 0 40 80 UProject Number Cn SCALE IN FEET JUL 16 2015 29305.00 Southold Town I I Rnninn R.,irr1 t : 32.64 S I 32.42 11 y` 32x09 10+00 32.10 x ✓�� co 2.25 AD S R=31.25 32.45 32.35 coo .\4 / 2. A 32.25 / co 32.90 -119 :8.50 3? ----'co1 j 29 ® Q4 x--30 /30.75 co D F 5 FE = 31.7 0 30.95 GFE = 31.15 DW 30.10 —� -RD-- 29.9 31.20 14 0.85 0.30 2g 90 I .29 r - 2. t02.032.90 t 32 31 E �Q 31.25 \ .°' E L s-�-- x ~ x r� 1 100' 1 t{ JJ 2 t 3 2009.51' (DEED) i' 2009.22' (ACTUAL) t , f M N37T*13'30"W I I co r� 0 I . .... ...... 37 36 400.00' TERMINATE BBC AT POINT CONTRACTOR TO //—SAWCUT AND MEET EXISTING PAVEMENT GRIFFING STREET s. TERMINATE BBC AT POINT N O W Jd s 11( a 91 A Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 The Heritage at Cutchogue Cutchogue, New York Town of Southold No. Revision Date Appvd. Designed by Checked by Issued for Date July 10, 2015 Not Approved for Construction Drawing Number Aeft film WM 40 0 40 80 Sheet of 7 21 SCALE 1N FEET pECE VE JUL 16 2015 Project Number 29305.00 Southold Town Planninn Board P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_UT.dwg PRIVATE WELL PRIVATE WELL C) C) 0 U c 0 V) a- 00 0 N 0 N T a OD C: a 0 n z Q J J U r7 N 0 N 2 (n -0o Q) a V) 1 0. 1w r � \�S 13v \ 100' PRIVATE WELL SETBACK 01 0 N� 1 � r -0 mS37'13'30"E (DEED) S37'04'30"E (ACTUAL) 21; 1 co-) �--- — 75 S38'30'50"E (DEED) S38'24 20 E,{ACTUAL). 1901.44' .(DEED) 1904.80' (ACTUAL) ` a, w l 3z � w o o_ 2009.51' "(DEED) / 2009.22' (ACTUAL) PRIVATE WELL I I (1 p I \ I I � l 150' PRIVATE WELL SETBACK / 100' PRIVATE WE / SETBACK Sanitary Calculation Summary Sanitary System "C" Population Density Equivalent Estimate (2)- 2,000 SF UNITS PROPERTY LOCATED IN GROUNDWATER MANAGEMENT ZONE IV DESIGN DENSITY: 2 (1,999 SF CONDO UNITS) ® 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 Overall Design Sewage Density /Flow REQUIRED: 450 GPD x 2 DAY STORAGE = 900 GAL 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: REQUIRED: 450 GPD / 1.5 GPD/SF = 300 SF 52 (1,999 SF CONDO UNITS) ®225 GPD/UNIT = 11,700 GPD 72 (1,599 SF CONDO UNITS) ® 150 GPD/UNIT = 10,800 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 22,500.00 GPD < 22,540.30 GPD (ALLOWABLE) o.k. Sanitary System "D" 1J COMMUNITY CENTER DENSITY WAS CALCULATED AT AN ADDITIONAL 300 GPD (2)- 1,6000 SF UNITS DESIGN DENSITY: 2 (1,599 SF CONDO UNITS) ®150 GPD/UNIT = 300 GPD Sanitary Systems "A" t t Septic Tank Design (4)- 2,000 SF UNITS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIRE A SEPTIC TANK SIZED DESIGN DENSITY: 4 (1,999 SF CONDO UNITS) ® 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 = 1,800GAL 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 Commurnty 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 Sanitary 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 (1,599 SF CONDO UNITS) ® 150 GPD/UNIT = 600 GPD TO STORE 2 DAYS DESIGN SEWAGE FLOW REQUIRED: 300 GPD x 2 DAY STORAGE = 600 GAL 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 EXTEND EX=NG WATER MAIN ON SCHOOL HOUSE LANE AND CONNECT TO STEL_ (COORDINATE WITH SCWA) -GR7,FING STRE1 N37'1 3'30"W I � II Note 400.00' 1. SEE SEPARATE WATER / SANITARY PLANS FOR DESIGN INFORMATION, UTILITY CROSSINGS, ETC. Utllity 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 0% 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. V .Q s a t 1 a Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 The Heritage at Cutchogue Cutchogue, New York Town of Southold No. Revision Date Appvd. Designed by Checked by Issued for Date July 10, 2015 Not Approved for Construction 80 0 80 160 q G(' 2,1 SCALE IN FEET JUL 1 6 2015 Southold Town Planninq Board Sheet of 8 21 Project Number 29305.00 P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00-UT.dwg \\ U U SYSTEM H DW R=29.50 \ 100' AND 150' PRIVATE WELL = / SETBACKS TYP ( ) SYSTEM I DW r I = 24.50 BOTTOM 14.83 •�. '"` • \ R=30.50I S38'30'50"E (DEED) I 25.50 _ BOTTOM 17.83 29 30 / \ S38'24'20"E (ACTUAL) i .. /; 31 33 31 32 : r• ; {, riJ- 7�...r�.�' � � c.'' .d t .,�.,> :i i• i�i.�"1.? y :c? >ste� e?.;">. f SYSTEM 36 37 SYSTEM r .p•, n.P, B -5 }: if :.:.tip"; ' f r ' `~• A ' h r ; >?' „t-).Y`-�)-. i }.t t ->.t ,.. r < }-i • t w� , 1...^ > ,.r•e r .r _ �. � � , { - xr� r> >-ir� -; : �.. � 0 ,' � � �' 30 3 "SYSTEM \ ;s 31 13 z: 31 �_ ® H2 B-6 31 31 11 30 H1 R=30.50 12 SYSTEM co - ®cU�- _ - :�S- C�-- 32 - - S_- Z Z -� I 31 z a 30 �� S- / 32 I-� -ice- -S- co 33 I co ICo SYSTEM 1 �ti RD 1 T Co V F7�� S 15 SYSTEM rn 5 SL t I C 2 NIT 2 x23. 3. a 2 NIT 22x21 B IT 2019 19 �k 1--\ �t 27 I 26 NIT 2 X25 25 B I B �, 21U B 29 28 B c ^�� +z7 B" B I B / \ 30 NIT 029 UNIT 8- 1 �: / , c B B I B SYSTEM 31 NIT 63e35 I II 31 ii it i B-10� a�,3� 6 3fJ IT3 X31 B -BaI ( S18 40MH I S17 4'0MH (!B >' � R_ XX ( 92 LF 12" R=32.63 38VN 1 I / 5 co� /g B NIT 3 X33 33 I I I S20 c6 "? R=30.15 I-XX.XX CPP ®1.O% I=25.53 B I I " 1 I= 26.76 I I 1 18 LF 12" '\ o- / a I=27.10 CPP 0 0.5%- ` �.- F3� L9 c6 I I 32 50 LF 12" 1.25 '® W _ R=30.80 - 3 - ® 3� 18 LF 12" 94 LF 12" W RCP ® 1.0 W / \ I=27.05 - �- W -SPP 0 1.0% - AD 32 � I RW33.00 R=zt �n 22 LF 15 - W W - W -CPP 0 1.0% wv_ „ R-32.10 87 LF 12" wv 1w 1 a -_----CPP ®1.0% 32 / ® RCP ®0.5% 22 LF 15" 85 LF 12" 3 sY :. - -- R=31.7 - � ..11 42 LF ' .......: RCP 0 0.5% CPP 9 1.0� �1.0%P • D- \ I J1 0�,� l --- - Co `� S19 CB , �-- - r R " N SYSTEM J DW I � � - - R=30.51 \ R=29.50 � / <s;, _ � `�� 33 - -- �\ p / ---� � 35 R--i=2sss � R-31 5 � I = 23.75 0 �� ' L10 CB �__ \ BOTTOM 14.08 \ 32 i� 0 \ -- I �'� R=30.80 0 01 =31 2 \ SYSTEM aI D-4 21 LF 15" 0 w RD. �. / � 30 N Opm � MIN. C, RCP �� ter' \ o �iJ 29 I R=31.08 5 LF 18" 1 / �' L� FES ELEV. N SYSTEM 0 DW l v, I -2s.27 CPP 0 1.2% /' 26.00 R=VARIES cG \ 0 40 LF 15" N - 8 LF 12" \" ;~ J2 I 1` I = 24.50 �� FES ELEV. 26 a+p o CPP 0 0.5% m I /: ' CPP 0 2.3% Z SYSTEM BOTTOM = 18.83 c AD 24.00 3 " N \ \ 1 a � 'n m D-3 95 LF w R=31.5 N I , RW33,50 3 15 RCP S1 O S16 ce \ \ > it CC 0 1.0% \ R=31.08 R=24.50 14 \ (TYRy O ® C 3 OR=26.50 / - _ \ I m 9 LF 12" 21 LF 15° ±214,771 CF DRYWELLS LOCATED ADJACENT / / A \ \ I CPP 0 0.5% CP 0 0.5% CAPACITY TO UNITS TO HAVE 10' -RD -,3-4 co c6 BOT. EL. 26.00 SB -4 EFFECTIVE DEPTH TYP. Co =31. R=31.78 HWL EL 31.00 ( 50 ® G S144'OMH I=27.89 R=3190 i=2s.00 CONCRETE EA AND �2 \ R=31.92 w RD- RIP RAP APRON N, 54 LF P1 a',flMH • 00 J3 �- , Co \ SEE DETAIL) L7 c6 �, 15" RCP I=24.85 14 LF 12" R=33.05 4� m 0 1.0% a' RCP @�0.5% \ . 102 LF 15" C13 O�L5 I=27.34 d 3 � `/ AD I=28.00 RCP 0 0.5% R=26.50 26.50" �o / �° / h 070 i �' \� L3 4'OMH 43 LF 18" 66 LF 15 / ; i W `� / ✓ 1 - m 2 R=33.1s CPP 0 0.9% RCP 0 0.5% =33.50 J= `J 3� 86 LF 15" L6 4'OMH h N \ L4 c6 RCP 0 0.5% R=32.08 148 LF 15" R=31.14 I=27.08 ^' 05 0 0.5% I=26.31 E26AOV / / y�21 LF / R=30_50 q 15° RCP .Q / 4 0 �� % �L- RD 31.50 R-31.50 / � 34 - -RD- - -RD- co SYSTEM S, CB EN f - �Cb \, R=33.05 CO 4 53 LF / 100' AND 150' 15" RCP 9 6 PRIVATE WELL \ 3� , 21 LF 15" �� p CPP 010 % �`� r PZ \ SETBACKS (TYP) �N l =32.50 ^� N YSTEM Y <`. Q / \ RCP 0 1.0% � � � � `'� � /$ o CLUBHOUSE / v / R=28.50\ � W W 5 �� B-13 SYSTEM ` m G wv W R=31.25 W \ h� JJl1� ` /' SYSTEM EN 9 65 N/TS 6S 66 B-11 x Z =31.25^ (C� `,/�.• EN `b 8� a R=31 5 -R .. P3 66 =28.50 3 ® 2 co 13 EN EN N4 w., E ; r�.:�:c: iy i i.: t ; . _ > R=29.00. 1 R=30.2 't �. ,.''i..= «-- ;. i ' I I 12 LF 12 ��5 :► o r N RD' ; • z;;= V 30 �c / r -, ` CPP 0 0.5% VN M co ^� ® fir:. Co I CO I � -'!f rti.:... v I ". c....U, 1 I UNITS 9,t=>50 1 :` �1 _ .` f. ;`• S I UNITS 4748 �, t s R Rai I 47 48 50 L '�''; �a" I ,l t3 j SYSTEM P DW SYSTEM K DW i 3 C C...; ® 2 - j R=28.50 30 P4 4'0MH - 'J � �'' o r .�.-''``�-- I- 20.85 R=29.85 R-29.50 I= 24.50 ` M S37'13'30"E (DEED) BOTTOM = 14.83 32 1�'' • ' I=24.85 co co N % .. R=29.50 3 t \ S37'04'30"E (ACTUAL) 221.47' M1 ce I I 1 f • R=31.63 � Co Y I-2sss I 32 � SYSTEM Q DW ? ' ' o KZ :,; t SYSTEM co ti ® 1 ,..;, -'� D-2 31 _ _ Z � i- R 28.50 N r t �-° M 10.83 j � 1. �fir - :?. 36 ?> SYSTEM 3 y„ 34 35f \ M4 SYSTEM N DW 0 3 30 32 33 ) R o Q1 Q2 29 ` . „`, .: Y' • ?'1. , ..> S-..� t "•..f"�.> r ,.� . r . s : I = 23.50 31 r SYSTEM A -A DW I \ - ' �' R=29.50-- / BOTTOM = 10.83 ® Q Q6 I= 24.50 p 31 ® Q4 ® l EM BOTTOM = 16.83 � 3� SANITARYSYSTEM , , " M2 c6 48 LF 15 CPP 0 1.0% SYSTEM / CLEANOUTS A-5 R=31.63' EVERY 75' I=26.7s SYSTEM M DW 32 ,:. � SYSTEM 0 \ A TYP. 32 ' 19 LF 15" RCP 0 1.0% SYSTEM R=30.25 ;; A-3 _ - - -( )- - \ - - - - C-3 I=26.30 - -- -- - -- - -- �}. 7 CO -S- f -S- \ / BOTTOM 13.58 / -S- ---- ��• - � (0 i. _S- --CORE -S- �- � -S- -\-®CO C0 r i Y co� co co / co �- -34 33 I Yy.. 30 30-I l 30 o ui \t 34 I 34 - -\ co r l �\ co �- S RDS Co CO 1 R co Z I UNIT 102 / RD,; co co c0 i �� 1 ` `4` Co / �� ,o UNIT 92 UN T 91 I' RD • co Co 102 / Co C0 UNIT 96 UNIT 95 1 I 91 0 l I UNIT 101 � I UNIT 97 '" 95 UNIT 93 I 92 I A UPr 8 �- � UNIT 100 I I I�' A I b � t9l A �uu IUNIT 99 UNIT -98 97 A oUNIT 94 d o 89 88�99 .,.. � as ( A � P A o B1 CB D A Cl CB 1 R 430.65 B o R=28.81 Rw29.50 e I A qq I=24.14 A2 c6 o' R :32.58 f R=32.90 ' I I DW I I D R� I RDV R=32.24 I I aI I=28.08 j I RD ( R=31.70 I I=25.64 AD � R� = 9.75 C10 CB qq I R=31.32 R=29.7; I= 27.54 I= 26.65 / `RD- DW �' I I I - �' I M o RW31.25 i -RD- - - - - ® . b AA2 R=30.50 J R�� - - d r` ) I / I DW 32.90 ®\ 33 ��DWp \� C8 60MH A ^� - - - - - S4 _ _ _- AD ,� _ D D R=29.8 - X32 � / A3 MN R4 30.6 1 33 =33.2 - - - ® R=32.5 ® - 34 R=32.50 -- f - R=32.5 - R- 30 LF 43 LF 15" RCP I- 23.33 `L 50 I 26.69 " 0 0.5% � -� D �J 15 RCP - W W - DW ® 1.0% . �3� \ - z 86 LF 15 RCP 0 1.0% B-6 R=33.50 R=32.50 7 T _ , - " wW W W C5 4'0MH �. , �' .: 24 LF 12 W W W zz \ � W ..• , :) C2 CB W� o - R=29.80 . �k''`'� CPP 0 1.0% 125 LF 5 CP 0 2.3% 21 LF 15" _ 1 23 LF 15" RCP " I-24.78 W -� yV W W W 38 LF 15 CPP 20 LF 15 RCP "�`�� R=31.70 " ® " 20 LF 15" RCP 0 1.0% ®1.0% W I=2s.27 0 1.0% AD 18 LF 15" CPP - RCP 0 1.0% wv �; 0 LF 12" CPP 0 2.0% 1.0% W ff " > BLOCKS ONALL/ 32 33 ^� - 34 33 / AD I\ \. YD - D 30 �� - A - - 31-�-RD- o 33 32 R=28.50 ®1.0% 18 LF 15" AD AD 34 33 R-30.5 31 - 29 0� CPP 0 1.0% =30., -RD-C GREATER = _ _ AD BENDS GRE 33 R-32.1 RD- R=32.50 -R R 34.0 - �' THAN 22' IN � I - D DW ` I ^ A5 0 - RD RD =32.9 -RD R=32.2 ® DW I! - � _ � o .,,, \ r R=31.32 DW WATER MAIN I R-30.60 Al ce `R / B2 CB R=30.50 �3 05 MH 1 o RD r 30.5 / / b - 74 I \\ 6332.50 H I=27.88 I \I UNI 1 I I l I=25.34 I N R=28.50 ) \ R= 32.24 ^1 R= 32.58 TYP I 27 UN11T0110 ( l 117 LF 15 CPP �I° C6 c6 --� �` ` I=2s•a5 UIJI R75 UNIT 117 \ b ( UNIT 104 UNI 10 I=27.53 U- D A I R=28.81 I' UNI`( 115 A I \3 HYD UNIf103 A 1 1JA"ll 106 UNIT 1�7 08 IT 1 9 �A �� I 112 0 3.2% ��.; I I=23.92 U A I I JA A I. I A I E� I UNIT 11 2/ J UNI/f 1 13 114 �� r, I A UNIT 108 I„� N I 1 1 �1 NIT 114 A6 J ( - -RD- � � � - -�1 1 oN R=30.60 �R '� I s I\ Co I •RD- ( `- D- D- j �y 1 A7 ) RD (� �c'o \ 1 II Z �0 32 1 I L 0 34 I V c/ L -5- L" R=31.00 33 � - - -S_ -c''S- / 30 Co 29 30 SYSTEM Iv - 33 90 LF 15" CPP C° �- - =_ - - - - S- �-- A-7 > j 0 3 �O SYSTEM 'PO ® 1.0% I 29 co 1� LF 18'rRCP ® 1.9% -6 oW o SYSTEM Ail, C-5 IN. 32 32 / 28 c M I A8 C-4 J ® ® 7 SYSTEM C17 r 2, 26 11 I \ 30 �� B4 B5 6 C-6 R=28.25 1 C1 C14 C13 C12 R=26.50 �i A1=130.1 32 SYSTEM ® 31 - -- \� 0 . 33 A-6 r� x� Ci6 _-_- 019 I � o o= �o 6� SYSTEM A DW R=29.60 I= 26.50 N BOTTOM = 17.93 T U) Q) C Q) -o 0 In A9 A10 �o 31 30 3� 27 29 N 36'54' 20"W SYSTEM B DW R=31.60 I= 26.60 RnTTnM 02- -33 2-__-33 R=26.50 E O v s ' Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 The Heritage at Cutchogue Cutcho9 ue New York Town of Southold No. Revision Date Appvd. Designed by Checked by Issued for Date July 10, 2015 30 100' PRIVATE WELL SETBACK \ 32 33 34V --Drawing Number DRA C / I \ ±7,900 CF SYSTEM C DW \ CAPACITY R=25.50 ' BOT. EL. 25.50 I = 21.00 / I HWL EL. 27.00 BOTTOM = 10.63 I / ' \ , ,,:p. *. , Cm4ol q r 40 0 40 80 Pe� d �, 1 r e. Sheet of 21 SCALE IN FEET ' :{ 1 f T J U L 16 2015 Project Number 29305.00 P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00-UT.dwgLO.UU I = f „ __. __ i yv-r.w , •..., K 1- 24.50 BOTTOM = 12.83 _.... _ 29 30 34 '.CP 33 . Wos o 3 3 ` 3 �t i �Y2 L 32 >. �k ..?< >i?rF"YrNs - °3d.t.';C �� l =777771 t ° t)" i >' { 7r° SYSTEM j \ 5. _a SYSTEM ®G B-4 M 3� 2 _ SSYS3TE B-5 ® _..._ . 31 - G1 a_ SYSTEM 29---`- E6 4'mMH B-6 - - CO. / `Co _ R=28.50 S 31 31 SYSTEM - CO®- -7 '= �- - �S' _S2� - I=25.50 3U ' o - J 32 - S - �co D-1 I �1 0 ♦♦ • CO I 00 UNIT 2x1 Co ` �co ' E7 4WH d t CO 1 . •. NIT 161515 � N T 14x13 3 � 12 •16 14 1 -.w R 2850 SYSTEM I g B 11 µ =. l I 25.25 s 15 d 2 NIT 2221 21 I 023 3 I $ B I } g B 2111 IT 2 X19 . B 19 B 23 LF 12" ( .� 4 B 18UNIT 18ea17 17 I CP ®0 5% LF 15" B N/r 0 tco ?g 51 _. I -� B RCP ? 0.5% _. I .'. 811 4'mMH - S6 4'mMH 89� I " R=30.31 I 30 LF 12"R=31.51 \ B 7 O J 184'mMH 1 S17a'mMH 12„ 3 5 I=26.31 -XX 92 LF 12" R=32s3 RCP 11 0% 0.5% \ _� or. 10 LF . P 1.0� 22 LF 12" J =XX.XX CPP..® 1.0% I=25.53 - - _ P J, ; . > RC 0.5% o/ 8 SYSTEM E8 4'mMH qq 3-2. _ A R 31.00 � • 6 SB -2 W wv =31. y. CPP ®85 LF 1058% S37'04'40"E, 273.68', D ' - - - S7 4'mMH 00 % 7 LF 12"e 50 LF 12" 1.25 RW R=31.75) O.5% .,.. 30- CP 0 CP ®1.0%- W W R=30.25 W i-26:36(6 - S4 cB `. z _ ._ coo .:"' CPP 1t, j �' _ 28 o cn R 31 OO R 30.17 29 31 - ` \, /27 Ln ®15" W ......... HYD 30 0 0� S13 cB 29 W �+ Gtij�, �� 6 25 o R-29.90 2 3 D . . 2 25.46 8 % 6� FES ELEV. z � 21 � -RD- _ (" .31 co Q / 10 LF 12 S i 24.00 a 26---_ d DW ~ \ ,p \ /. CPP 0 0 5% N D o �': 24 25 R=30.50 `3 �. 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HWL EL,30.00 � 33� 35 37 - -_ co N 37'13' 30"W r` r7 co O - - - - - - S---^Co�� -7 - - _S- - - co 11�9 LF 1E'rRCP ® 1.9% SANITARY CoCLEANOUT/ S� �/ VERY 75 E ' 1 / 1126.50TYP. �� p �� 31 ( ) SYSTEM C198.25 32 A-8 / \� 100' PRIVATE WELL SETBACK \ , \ 150' PRIVATE WELL SETBACK 33 34 -32- - 100' PRIVATE WELL \ 2009.51' (DEED) \ 2009.22' (ACTUAL) ' ' Q I O I I � PRIVATE WELL I I 1 150' PRIVATE WELL SETBACK - \ i INSTALL THRUST BLOCKS ON ALL BENDS \ IN WATER MAIN (TYP) - 36 400.00' 3 M F (n L!20t900 N N a l ri l W N N � o Sheet of \ 150' PRIVATE WELL SETBACK 33 34 -32- - 100' PRIVATE WELL \ 2009.51' (DEED) \ 2009.22' (ACTUAL) ' ' Q I O I I � PRIVATE WELL I I 1 150' PRIVATE WELL SETBACK - \ i INSTALL THRUST BLOCKS ON ALL BENDS \ IN WATER MAIN (TYP) - 36 400.00' 3 M F (n L!20t900 N N a l ri l W N N � o Sheet of i'? ! 3 a O U vi 16 2015. 3 TERMINATE BBC AT POINT CONTRACTOR TO SAWCUT AND MEET EXISTING PAVEMENT EXTEND EXISTING WATER MAIN ON SCHOOL HOUSE LANE AND CONNECT TO SITE (COORDINATE WITH SCWA) G G STREET Ft TERMINATE R=20.60 BBC AT POINT 1 4'mMH = 27.75 24.91 N � v l n m c r'' r 40 0 40 80 SCALE IN FEET E V s t a s a F 3 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 The Heritage at Cutchogue Cutchogue, New York Town of Southold No. Revision Date Appvd. M F (n L!20t900 N N l ri l = 1 N N � o 1 4'mMH = 27.75 24.91 N � v l n m c r'' r 40 0 40 80 SCALE IN FEET E V s t a s a F 3 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 The Heritage at Cutchogue Cutchogue, New York Town of Southold No. Revision Date Appvd. .'-l�,�� '.'-" f' ate- • l ri l �^�� Sheet of i'? ! 10 21 JUL 16 2015. Project Number southold Planning Town Board 29305.00 P:\29305.00 Heritage ON n .V1 C 0 CO n �n 0 C14 L6 0 _0 U) (D C 7U 0) _J I n Ln c�] 0 C"i V) _0 U) 1,901.44',(DEEID) . ..... 1904. 80"(ACTUAL)' S38*30'50"E (DEED) Uk C� S38'24'20"E (A`C'�UAQ, CP ---------- LP '77 do CA r 0') -J 0 01 .68' S37 -04'40"E 273" :7 . ..... 0 > Mq < M C F > r INLET PROTECTION OFF SITE SAWCUT AND MEET DOSTING PAVEMENT r 40 E STAGING STOCKPILE AREA L S37*04' 95.00' 0 GRIFFING STPEET r C CP STABILIZED CONSTRUCTION cn Cn ACCESS FOR ALL THREE Cn U PHASES —A 0i 0i 0 0 CY) Ili t L 01 Cn > M > M < r N3 *1 3'30"W 400.00' S37'13'30"E (DEED) '04'30"E (ACTUAL) 71 S37 221.4 00 (N L 0 U-) L . ... ....... .... ......... . . . ... . ... - 'A 0 r 6— LO cf) r 0 M A M 2009.51' (DEED) 2009.22' (ACTUAL) V�\ V f! f A .. ........ V J -T C7 V t rn) ................ .. 33 ...................... .... . . .... . ... .. .. .. INLET PROTECTION f INLET PROTECTION (TYP.) (TYP.) 3�; P. Y r V, __J ...... ........... 1'k I '7- r, J SILT FENCE TO BE INSTALLED AROUND ENTIRE SITE 32 (TYP-) Y31 Typical rrosion & Sediment Control Lav ut .70 SCALE: 1"=40' W Erosion ontrol 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 Bap Notes 411111ft 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 CONSTRUCTION ENTRANCE INLET PROTECTION (DANDY BAG OR OTHER) CURB DROP INLET PROTECTION SILT FENCE Pq I?- c� 2-9 0 10 r J Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 The Heritage at Cutchogue Cutchogue, New York Town of Southold No. Revision Date Appvd, Designed by Checkedby Issued for Date July 10, 2015 C E � V E JUL 16 2015 Southold Town Planning Board I Li Not Approved for Construction 0 0 t:� Drawing Number Cm5 Sheet of 12 21 Project Number 29305.00 P:\29305.00 Heritage Cutchogue\cad\Id\Plonset\29305.00_DT.dwg L a� a 0 V) s v c 0 o_ 0 6 0 0 N Urs 0 ° ° 0 n z Q J J 0 d u7 N N 0 N U T T a V) C "O a� 6 CO 2' (MAX.) CURBLINE Ld v z 12" (TYP.) J 4"p w C9 a J Q MAX. SLOPE 1.5% 12" 0 `I Tr.) Notes: 1• TWELVE INCH (12") LINES SHALL BE APPLIED IN ONE APPLICATION, NO COMBINATION OF LINES (TWO - 6 INCH LINES) WILL BE ACCEPTED. 2. LONGITUDINAL CROSSWALK LINES TO BE PARALLEL TO CURBLINE. 3. ALL LONGITUDINAL CROSSWALK LINES TO BE THE SAME LENGTH AND PROPERLY ALIGNED. 4. CROSS WALK SIDESLOPE SHALL NOT EXCEED 1.5%. Crosswalk 6/03 N.T.S. Source: VHB LD -553 s 46 OIF Ep ^4S\0 4/ >,y- --► moo• °` �Q�Q Y4" LIP MAX. SEE NOTE 9. AREA OF COLORED SURFACE r'�I ;rrd Notes: 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 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' N.T.S. Source: VHB Pavement Markings 2/10 N.T.S. LANDSCAPE AREA (TYP.) M MIN)N Y4" LIP MAX. SEE NOTE 9. Notes: OFFou,f� ,,,,CCEp5j6�E sz- 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. SEE TYPICAL SIDEWALK SECTION FOR RAMP 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. 11/10 Accessible Curb Ramp (ACR) -Type 'B -D' REV LD -503 N.T.S. Source: VHB LD 501 N I N O 4 `r) 0 T N 'AINT 17" 0" 17" (TYP.) (TYP.) UNE, N WAY14- 4"" WHITE PAINT (TYP.) Notes: _ LENGTH AS REQUIRED (SEE STRIPING PLAN) 12" 7•_9" I 2•_0•• 16" WHITE PAINTED 0 STOP LINE I 0o 16"" (TYP.) WHITE PAINT 4 � � 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. 5'-6" R7-8 5 1 , 4" BLUE LINES CROSSWALK (WHITE) 1 9' I 8" (MIN.) j 1 AISLE SPACE 3' O.C. (TYP) DASHED LANE LINE (WHITE)4- (TYP) 2 6 2 6 2 � 6 72' BROKEN LANE LINE (WHITE) 4" (TYP) 10 30 1 10 45° 4"" (TYP) HATCH LINES (WHITE) 4" (TYP) DOUBLE BARRIER LINE (WHITE) 4" (TYP) SINGLE EDGE LINE (WHITE) 4"" (TYP) 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. LANDSCAPE AREA (TYP.) M MIN)N Y4" LIP MAX. SEE NOTE 9. Notes: OFFou,f� ,,,,CCEp5j6�E sz- 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. SEE TYPICAL SIDEWALK SECTION FOR RAMP 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. 11/10 Accessible Curb Ramp (ACR) -Type 'B -D' REV LD -503 N.T.S. Source: VHB LD 501 N I N O 4 `r) 0 T N 'AINT 17" 0" 17" (TYP.) (TYP.) UNE, N WAY14- 4"" WHITE PAINT (TYP.) Notes: _ LENGTH AS REQUIRED (SEE STRIPING PLAN) 12" 7•_9" I 2•_0•• 16" WHITE PAINTED 0 STOP LINE I 0o 16"" (TYP.) WHITE PAINT 4 � � 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. 5'-6" R7-8 5 SEE NOTE 1 4" BLUE LINES 24" ON CENTER 2' 8" (MIN.) 9" MIN.) ACCESS PARKING AISLE SPACE ACCESSIBLE PARKING SEE DETAIL 4 BLUE SKID - RESISTANT PAINT z 0o 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. ELM. z00 go U) Z zQ 00 z wz 0 w Li ww 0 m I- w =m cD I. - UJ _:D z� U' CAP STEEL PIPE POST TYPICAL SIGN 2Y2" DIA. STEEL POST (PAINT COLOR SELECTED BY ARCHITECT) LANDSCAPED AREA OR SIDEWALK AREA K7 �9 N 16" OR 12" DIA. CONCRETE SUPPORT - °° NOTE: SIGNS TO BE 18" MINIMUM FROM FACE TO CURB Painted Pavement Markings - On Site 6/03 Accessible Parking Space 7/12 Sign Post - Type 'A' 6/08 N.T.S. Source: VHB LD -554 N.T.S. Source: VHB N/A N.T.S. Source: VHB LD -701 GRADE; LANDSCAPED AREAS UJ V)8" MIN. LOW < z PERMEABLE SOIL � 2 3/8" MIN THICK PAVERS CAP UNIT zZ WITH MIN 1/4" WIDE JOINTS to O Q J 1" TO 1 Y2" BEDDING SAND Z 4" THICK AGGREGATE BASE z BELOW PAVERS AND SAND BLOCK WALL UNIT CONTRACTION, JOINT EVERY 4" - COARSE BROOM FINISH a � WEEP HOLES x PLAN SEE DETAIL 'A" Of 10' O.C. (MIN.) `r 1 / 18 ZFINISHED EXPANSION JOINT EVERY 20' - UNIT DRAINAGE FILL 1 GRADE 5" POURED SEE DETAIL"B" °' (3/4"CRUSHED CONCRETE ROCK OR STONE), _� APPROXIMATE LIMITS ��o o�o�o_oo� �U��oUoo oU �Uo�QoUoV�.�U ooU oC COMPACTED SOIL SUBGRADE OF EXCAVATION UNREINFORCED CONCRETE OR 0 0� o �o o �0 0 0 0 �o o o,� o oQor� o 0 0��0 0�00�0 0� CRUSHED STONE LEVELING PAD 6" GRANULAR MATERIAL Notes: (BANK RUN SAND & GRAVEL) 1. NON PERMEABLE PAVERS TO BE CAMBRIDGE RENAISSANCE OR APPROVED EQUAL. Notes: 2. COORDINATE PAVING PATTERNS WITH LANDSCAPE PLANS. 1. WALL SHALL BE KEYSTONE GRAVITY BLOCK WALL OR APPROVED EQUAL. SECTION REINFORCED CONCRETE 3. PAVERS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. APRON W6"xs" WwM 2. WALL SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. / 3. CONTRACTOR TO MINIMIZE DISTURBANCE OF LAND WHILE INSTALLING WALL. ° .. Non -Permeable Pavers (Community Center Patio Area) 4. CONTRACTOR TO RECEIVE APPROVAL OF WALL FINISH PRIOR TO CONSTRUCTION. '- - - ' 7- 7- - -°- 5. CONTRACTOR TO OBTAIN ANY NECESSARY BUILDING PERMITS RELATED TO WALL. U U U JOU UJ C^' pb�p�p°o�popo�popb�pop°°�po ��p00^�°°uOC�o�o oeo�o ogt g° j�o� ,°o��Q°o o� N.T.S. GRADE; TOP OF PAVEMENT RetainingVE'all Detail 12/13 DENSE AGGREGATE BASE OR PER DRIVEWAY SECTION - 2 3/8" MIN THICK PAVERS N.T.S. Source: VHB LD_ SECTION AT DRIVEWAYS WITH MIN 1/4" WIDE JOINTS PRE -MOULDED 4" THICK 4,000 PSI CONCRETE 1/4" RADIUS BITUMINOUS JOINT 1/2" FILLER GRADE; TOP OF PAVEMENT R.O.W. (PER PLAN) PER PLAN PER PLAN •• • ° • ° " a • ° • • ° .n n • "n . • SECTION IN FILL ° �e • ° • • • ° `a SLOPES 3 ON 1 MAX 6" CROWN • . . . o U7 \ ° BELGIUM BLOCK CURB (TIP.) 2% MIN. 6% MAX. • /\/\�\\/ \\�\\ \\\/\/ /\\ \\/\�\\\% \\/ /\/\\\/\/ /\/ \\%-(SEE DETAIL) 6% MAX. 1.5 DETAIL A DETAIL IBI COMPACTED SOIL SUBGRADE %yi�\�i\ \y\/\ i iT` TO EDUAN TOP OF CURB i/' " • 1 y Notes: T�f``\`/\/\ Notes' 1-1 /2" BITUMINOUS TOP COURSE �/� �/�/��'�� SECTION IN CUT 2-1/2" BITUM'NOUS BINDER COURSE SLOPES 3 ON i MAX. 1. ALL CONCRETE SHALL BE AIR ENTRAINED, 4,000 PSI 1. NON PERMEABLE PAVERS TO BE CAMBRIDGE RENAISSANCE OR APPROVED EQUAL. 6" DENSE GRADED AGGREGATE BASE COURSE 2. COORDINATE PAVING PATTERNS WITH LANDSCAPE PLANS. STABILIZED SCIL BASE CYLINDER TESTINGREQUIRED AS PER P.E. 3. PAVERS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. Concrete Sidewalk 7/12 Flush Non -Permeable Pavers (Roadway Median) Typical Road Section 6/12 T.S. Source: VHB LD_ N.T.S. N.T.S. Source: VHB 19.7" 9 8" SPECIFlCATIONS 6.6" UNIT SIZE - 20" X 20" X 1" UNIT WEIGHT 18 OZ. OR 4.5 POUNDS STRENGTH - 5720 PSI COLOR - BLACK (STANDARD) FINISHED GRADE RESIN - HDPE (WITH SOME POST -CONSUMER RECYCLED CONTENT 1-1/2" BITUMINOUS TOP COURSE PLAN - ° o °O o o ° 00 0 GRASSPAVE2 SQUARES o 0 o p p o 0 0 00 0 00 �O 00 0 0 o0 00 00 O o p o o o p 52C'o° 0000 0 0 0 0 00Oo ADJACENT GRASSPAVE2 SQUARES oDoO o 0 0600 0 0 0 0 0 00 00 0 0 0 0 0 0 3"" WELL GRADED GRAVEL 0 0 0 0 0 ° 00 0 0 0 0 0 0 0 4" DENSE GRADED o o° o O O AGGREGATE BASE COURSE 0000'0 0 0 0 0 °° 00 00 Ooo° o 0 0 0 °000 000 0 00o Oo 000 SEE ENLARGEMENT BELOW o ° 0 0 0 0 6 0 0 0 0 0 3.3" II HYDROGROW MIX BELOW RING + 2.4" / COMPACTED SUBGRADE RINGS FILLED WITH CONCRETE SAND COMPACTED SUBGRADE (CLEAN, SHARP SAND) COMPACTED SANDY GRAVEL ROAD BASE - 95% MODIFIED PROCTOR DENSITY Trail Section 12/14 12" COMPACTED GRAVEL N.T.S. Source: VHB 0 0 0 0 0 0 0 0 0 i-;� Notes: -I I El =I I I -i I I -I i -1 I -I I I -I I I -I I i COMPACTED BELGIUM BLOCK I i 1= SUBGRADE 1. ALL BITUMINOUS CONCRETE USED FOR DRIVEWAY PAVEMENT SHALL BE PLANT SECTION MIXED. 1/2" CHAMFER 2. ALL DRIVEWAY MATERIALS ARE SUBJECT TO LABORATORY TESTS TO DETERMINE IF THEY CONFORM TO THE SPECIFICATIONS. LANDSCAPE AREA TOP OF GRASS ROOT MASS 6 MM 3. SUBBASE MAY CONSIST OF NATIVE MATERIALS IF FOUND SUITABLE BY THE FINISH GRADE (1/4") ABOVE TOP OF RING ENGINEER/INSPECTOR. IF DEEMED UNSUITABLE THE SOIL SHALL BE REPLACED BY SELECT SUBGRADE FILL AS DIRECTED BY THE ENGINEER/INSPECTOR. / GRASSPAVE2 ATTACH WITH 4. IN AREAS OF FILL, SUBBASE SHALL BE PLACED IN MAX. 6" LIFTS AND \ SNAP -FIT FASTENERS COMPACTED TO A MIN. 95% STANDARD PROCTOR DENSITY. a o� O' O 1 i _ \ . . ° �' °� COMPACTED _ _ _ _ _ ROOT MASS TO FILL 5. SUBGRADE IS TO BE FREE FROM DEBRIS AND UNSUITABLE MATERIAL AS X • • ° 0 "010 GRASSPAVE2 DETERMINED BY THE ENGINEER INSPECTOR AND SHALL BE COMPACTED TO 95% '// " AGGREGATE BASE A -A-4 MAX. DRY DENSITY. / �� 6". 6" O 12" COMPACTED GRAVEL 6. SUBGRADES TO BE VISUALLY INSPECTED AND TESTED PRIOR TO PLACING a• • %///�// __BASE COURSE ROADWAY SUBBASE COURSE. •• ENLARGEMENT to 4000 PSI CONCRETE `•'. • � " Notes: / /�/ 6"COMPACTED GRAVEL 1. GRASS /PLANT TYPES SHALL BE SPECIFIED /\/\////�\/�\ \ UNDISTURBED OR BY A \\/ \\/ \/ \\/ \/ \ SUBGRADE LANDSCAPE ARCHITECT OR \ \ \ \ \ \ \ \ COMPACTED COMPACTED SUBGRADE LANDSCAPEDESIGNER 2. COMPACTED GRAVEL BASE SHALL EXTEND A MINIMUM OF 12" BEYOND THE EDGE OF GRASSPAVE UNITS AT UNRESTRATINED EDGES Grasspave2 Landscape Island Reinforcement Bituminous Concrete Pavement Section (Driveway) 9/04 Flush Belgium Block Curb 12/11 N.T.S. Source: Invisible Structures, Inc. N.T.S. Source: VHB REV LD -430 N.T.S. Source: VHB REVLD_409_REV 1" MAX. CONCAVE JOINT EXPANSION JOINT EVERY 20' •�t i� WEARING COURSE \ \ BINDER COURSE v o =a = # 5 REBAR EXCEPT BETWEEN a EXPANSION JOINTS (SEE NOTE 5) SECTION A -A CONCRETE BELOW ASPHALT 3-1/2" 3" MIN. A # 5 REBAR EXCEPT BETWEEN EXPANSION JOINTS (SEE NOTE 5) LIQUID AC N INCREASE BELGIUM BLOCK REVEAL TO 6" IN ih TRANSITION AREA. MAINTAIN TOP OF CURB o - WEARING COURSE ELEVATION AS PER PROFILES. 3" LIQUID AC UNLESS OTHERWISE STATED CURB INLET, SEE DETAIL BINDER COURSE o v - 00 4 a 3" is o7 72 12" 16" a v ° o v 1" A # 5 REBAR EXCEPT BETWEEN EXPANSION 95% SOIL COMPACTION JOINTS (SEE NOTE 5) a Q 10' INCREASE SLOPE TO MEET 10' CURB INLET GRATE Notes: 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. (TEST CYLINDERS FOR CONCRETE STRENGTH MAY BE REQUIRED, AS REQUESTED BY INSPECTOR OR ENGINEER) 2. CONCRETE TO CURE 14 DAYS MIN. BEFORE ROADWAY PAVING CAN BEGIN. 3. CONCRETE MONOLITHIC POUR, MUST USE FORMS FRONT AND REAR. 4. EXPANSION JOINT TO BE 5' MIN., 20' MAX. 5. REBAR IS OPTIONAL EXCEPT IS REQUIRED IN INDUSTRIAL AND COMMERCIAL ROADWAYS. Belgium Block 5/15 Belgium Block to Curb Inlet Transition 6/15 N.T.S. N.T.S. Source: VHB E 0 V s ts. Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 The Heritage at Cutchogue Cutchogue, New York Town of Southold Sheet of JUL 16 2015 13 21 Southold Town". Planning Board A Project Number 29305.00 P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_DT.dwg N c n 0 co U c 6 > co 0_ u7 O N Ln _>1 7 T 0 Q) y> _o n z Q > J J N U d u7 N r� N 0 N gyri 0 co Q) 0 V) 10' HIGH CHAIN LINK FENCING SINGLES 1 (33' CEN - CENTER) DOUBLES (42' CEN - CENTER) ` COMPACTED SUBGRADE Asphalt Section for Freeze/Thaw Climate Notes: 1. TENNIS COURTS FEATURES INCLUDING, NETS, MARKINGS, ETC SHALL BE INSTALLED PER US TENNIS ASSOCIATION SPECIFICATIONS. 2. ALL DIMENSIONS ARE TO THE OUTSIDE EDGE OF THE PLAYING LINES, WITH THE EXCEP11ON OF THE CENTER LINES WHICH ARE MEASURED OUT TO CENTER. 3. THE CENTER SERVICE LINE AND CENTER MARKS SHALL BE 2 INCHES WIDE. OTHER LINES SHALL BE BETWEEN 1 AND 2 INCHES WIDE EXCEPT BASE LINES WHICH MAY BE UP TO 4 INCHES WIDE. 4. RECOMMENDED COURT SLOPE: 0.83% MINIMUM, 1.00% MAXIMUM. 5. TENNIS COURT COLORS TO BE COORDINATED WITH OWNER PRIOR TO CONSTRUCTION. SELVAGE OF FABRIC KNUCKLED TOP & BOTTOM TIE WIRES TOP RAIL pro" CENTER RAIL 2" DIAMOND MESH CHAIN LINK FABRIC TRUSS RODS TENSION WIRE 1 41 Elevation TOP RAIL 0 FENCE FABRIC CORNER, END OR iv Z LINE POSTS CENTER T z 0 = RAIL o JQ w 1" BEVEL ~ OL � _ UJ J FIN. GRD.TENSION 0 a WIRE CO 0 I I CONCRETE FOOTING 3/16" 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 SWING ARM SLEEVED POSTS HROUGH BOLT AND PADLOCK LOCKING ASSEMBLY V3/16" CHAIN W/PADLOCK 4"-6" (TYP. 4'-6" (TYP.) AND FURNISH 6 KEYS M a CONCRETE FOOTING COMPACTED GRAVEL (TYP.) (1Y2" MAX. STONE) 3" DIA. SEAMLESS STEEL PIPE SWIVEL 12" DIA. POST ASTM A53, TYPE S", GRADE "B" EXTRA STRONG WEIGHT (O.D. 3� )nIe E O V .Q s CONCRETE BRICK & MORTAR (OR CIRCULAR C.I FRAME WITH SLOTTED COVER OR SOLID PIPE CHIMNEY WHERE COVER OR AS SHOWN ON PLAN' REQ'D.) 1' MINIMUM PAVED FINISHED GRADE w LOAM & SEED 2' MAXIMUM U FA E I�n'I I-111=11'-" PRECAST SOLID WALL ° o ° ='� SHALLOW DOME �III11 '° ° ° ° � III= I I - 3 -0 MIN:° �� III- EQUALIZATION PIPE TO BE TOP OF RINGS \ ° 1= 1111111 COLS o ®tn in � lm CM 8 �= INSTALLED AS PER PLAN ; _ III -1 �I II ° ° 0® ® ® ®® _ 111 1= WRAP DRAINAGE RINGS WITH ° INVERT FLOW 1= GEOTEXTILE FABRIC SUPAC 4NP,Li II Ill cg° 0Z g ®IQ ® IB 18 ® 1.- 0 1111111 MIRAFI 140N OR APPRD. EQUAL 0. ° ° 6 11=1I WHERE DRYWELLS ARE X 1111 0'o o ®IH 0::] __ __.' ' j E_ o oo Ill- INSTALLED UNDER PAVEMENT Engineering, Surveying & < III o ° o __-.. _ . I 1=111 M -ITIII ° ° ° Ilili Landscape Architecture, PC N I-11 ° , ° ®®® ® IB IQ I:_":I E-1 F. " . 2' III= BACKFILL UNDER AND _ MIN. II AROUND DRYWELL WITH 100 Motor Parkway -III ° ° III III 8° °� ®ID IB ® IB IB - r';-. ' _ ' o° o o II li GRANULAR MATERIAL ° g III CONTAINING LESS THAN Suite 135 III- 15% FINE SAND, SILT AND NY 11788 o NI-III°°o ®®®®®® o,o oo-III CLAY SILT AND CLAY Hauppauge, -III- ° ° ° III- ,- �IIIIIII 8° ®® ® ® ® ® 0.0 ° IIAIIII FRACTION NOT TO EXCEEDo5%) - SEE NOTE 6 631.787.34000 °°° "w¢111°g® o1-11 oo OF)°°° o°°�Tom ®®®®®® ° RINGS 8 a VIII: 2' MINIMUM CLEARANCE TO 1=11 �-1=�IIIIIIII1 ) o°o o° C, ,- 1I1I-iv HISTORICAL HIGH GROUNDWATER o °°° °o °o°Oo o o 1PER COUNTY RECORDS. CURRENT EXISTING GW CURB INLET C& °Q0o FRAME & GR ATEOUTSIDE DIAMETER II -II �EE�PLAdd° ° ° GROUN -IER ELEVATION TO BE CONFIRMED oo ce oo ° 00 o° o =III- IN FIELD PROVIDE 10" SLAB FOR =III -III=-- ° ° = I. CURB INLET WHERE -111-III-III=111=- �° og 111=111=111=11- 6" MINIMUM PENETRATION INTO :111=III=III=111=1 III=III=III-1' INDICATED ON PLANS 1=III= °Oo `� °° III=III— VIRGIN STRATA OF PERMEABLE II-III 4' (MIN.) 11=III- SAND AND GRAVEL III -II -I-IiI-III=111-111=III 8� =111= -111=o1I I- 111=111=111= ° T OP OF RINGS 11-111 111' 11 = N ®®®= 0°0 °°8 o° ° o° o o ° ° TO UNDERLYING SAND AND b ° GRAVEL STRATA ° ° o °°°®®®®® , _... (3000 PSI -TYPE I) °LI 1. ALL PRECAST STRUCTURES SHALL BE PROVIDED WITH SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, AND SHALL BE DESIGNED FOR HS -20 LOADING. 10"DIA. � LINE POSTS OR Notes: 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST STRUCTURES SHALL INCLUDE MANUFACTURER'S OR 1'-4" ®CORNER, PULL OR END POSTS Note: CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO WITHSTAND SAID LOADING. X Section 1. SHOP PRIME PAINT EXPOSED SURFACES 3. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI / 28 DAY STRENGTH CONCRETE. 1. MATERIALS TO BE SUPPLIED AND FIELD PAINT EPDXY ENAMEL -YELLOW. INSTALLED IN CONFORMANCE WITH 4. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE ""CHAIN LINK MANUFACTURER'S 2. PROVIDE ""MASTER"' PADLOCK WITH 6 x�-x x x x x�x INSTITUTE" PRODUCT MANUAL. WORKING KEYS. 5. FRAME AND COVER SHALL BE SET IN FULL MORTAR BED, ADJUST TO GRADE WITH CLAY BRICK AND MORTAR (2 BRICK COURSES, MIN.; 5 BRICK COURSES, MAX.) 3. 3,000 PSI CONCRETE FOOTING 6. NATIVE MATERIAL TO BE USED AS COLLAR MATERIAL IF DETERMINED TO BE SUITABLE BY THE ENGINEER. 78' Asphalt Tennis Court 5/15 6' to 12' Chain Link Fence 6/08 Emergency Gate (Double) 2/09 Precast Storm Water Drainage Drywell (DW) 7/12 N.T.S. Source: United States Tennis Association N.T.S. Source: VHB LD -480 N.T.S. Source: VHB REV LD -486 N.T.S. Source: VHB LD - Test Method Units MARV 1" MIN. COMPACTED ASPHALT SURFACE COURSE - ---------- - _ --- -- -- ------------------------ D 3" MIN. COMPACTED ASPHALT LEVELING COURSE C, 0o o O LIGHT POLE & ANCHORING a Q PROVIDE BASE COVER I I SYSTEM BY MFG. )C? O AS FURNISHED BY 6" MIN. COMPACTED BASE COURSE 00 O° O O 00 ° 0 1" CHAMFER 0 O O 0 o0 o �v ,0goo0 000 000 O o LIGHT POLE BASES ` COMPACTED SUBGRADE Asphalt Section for Freeze/Thaw Climate Notes: 1. TENNIS COURTS FEATURES INCLUDING, NETS, MARKINGS, ETC SHALL BE INSTALLED PER US TENNIS ASSOCIATION SPECIFICATIONS. 2. ALL DIMENSIONS ARE TO THE OUTSIDE EDGE OF THE PLAYING LINES, WITH THE EXCEP11ON OF THE CENTER LINES WHICH ARE MEASURED OUT TO CENTER. 3. THE CENTER SERVICE LINE AND CENTER MARKS SHALL BE 2 INCHES WIDE. OTHER LINES SHALL BE BETWEEN 1 AND 2 INCHES WIDE EXCEPT BASE LINES WHICH MAY BE UP TO 4 INCHES WIDE. 4. RECOMMENDED COURT SLOPE: 0.83% MINIMUM, 1.00% MAXIMUM. 5. TENNIS COURT COLORS TO BE COORDINATED WITH OWNER PRIOR TO CONSTRUCTION. SELVAGE OF FABRIC KNUCKLED TOP & BOTTOM TIE WIRES TOP RAIL pro" CENTER RAIL 2" DIAMOND MESH CHAIN LINK FABRIC TRUSS RODS TENSION WIRE 1 41 Elevation TOP RAIL 0 FENCE FABRIC CORNER, END OR iv Z LINE POSTS CENTER T z 0 = RAIL o JQ w 1" BEVEL ~ OL � _ UJ J FIN. GRD.TENSION 0 a WIRE CO 0 I I CONCRETE FOOTING 3/16" 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 SWING ARM SLEEVED POSTS HROUGH BOLT AND PADLOCK LOCKING ASSEMBLY V3/16" CHAIN W/PADLOCK 4"-6" (TYP. 4'-6" (TYP.) AND FURNISH 6 KEYS M a CONCRETE FOOTING COMPACTED GRAVEL (TYP.) (1Y2" MAX. STONE) 3" DIA. SEAMLESS STEEL PIPE SWIVEL 12" DIA. POST ASTM A53, TYPE S", GRADE "B" EXTRA STRONG WEIGHT (O.D. 3� )nIe E O V .Q s CONCRETE BRICK & MORTAR (OR CIRCULAR C.I FRAME WITH SLOTTED COVER OR SOLID PIPE CHIMNEY WHERE COVER OR AS SHOWN ON PLAN' REQ'D.) 1' MINIMUM PAVED FINISHED GRADE w LOAM & SEED 2' MAXIMUM U FA E I�n'I I-111=11'-" PRECAST SOLID WALL ° o ° ='� SHALLOW DOME �III11 '° ° ° ° � III= I I - 3 -0 MIN:° �� III- EQUALIZATION PIPE TO BE TOP OF RINGS \ ° 1= 1111111 COLS o ®tn in � lm CM 8 �= INSTALLED AS PER PLAN ; _ III -1 �I II ° ° 0® ® ® ®® _ 111 1= WRAP DRAINAGE RINGS WITH ° INVERT FLOW 1= GEOTEXTILE FABRIC SUPAC 4NP,Li II Ill cg° 0Z g ®IQ ® IB 18 ® 1.- 0 1111111 MIRAFI 140N OR APPRD. EQUAL 0. ° ° 6 11=1I WHERE DRYWELLS ARE X 1111 0'o o ®IH 0::] __ __.' ' j E_ o oo Ill- INSTALLED UNDER PAVEMENT Engineering, Surveying & < III o ° o __-.. _ . I 1=111 M -ITIII ° ° ° Ilili Landscape Architecture, PC N I-11 ° , ° ®®® ® IB IQ I:_":I E-1 F. " . 2' III= BACKFILL UNDER AND _ MIN. II AROUND DRYWELL WITH 100 Motor Parkway -III ° ° III III 8° °� ®ID IB ® IB IB - r';-. ' _ ' o° o o II li GRANULAR MATERIAL ° g III CONTAINING LESS THAN Suite 135 III- 15% FINE SAND, SILT AND NY 11788 o NI-III°°o ®®®®®® o,o oo-III CLAY SILT AND CLAY Hauppauge, -III- ° ° ° III- ,- �IIIIIII 8° ®® ® ® ® ® 0.0 ° IIAIIII FRACTION NOT TO EXCEEDo5%) - SEE NOTE 6 631.787.34000 °°° "w¢111°g® o1-11 oo OF)°°° o°°�Tom ®®®®®® ° RINGS 8 a VIII: 2' MINIMUM CLEARANCE TO 1=11 �-1=�IIIIIIII1 ) o°o o° C, ,- 1I1I-iv HISTORICAL HIGH GROUNDWATER o °°° °o °o°Oo o o 1PER COUNTY RECORDS. CURRENT EXISTING GW CURB INLET C& °Q0o FRAME & GR ATEOUTSIDE DIAMETER II -II �EE�PLAdd° ° ° GROUN -IER ELEVATION TO BE CONFIRMED oo ce oo ° 00 o° o =III- IN FIELD PROVIDE 10" SLAB FOR =III -III=-- ° ° = I. CURB INLET WHERE -111-III-III=111=- �° og 111=111=111=11- 6" MINIMUM PENETRATION INTO :111=III=III=111=1 III=III=III-1' INDICATED ON PLANS 1=III= °Oo `� °° III=III— VIRGIN STRATA OF PERMEABLE II-III 4' (MIN.) 11=III- SAND AND GRAVEL III -II -I-IiI-III=111-111=III 8� =111= -111=o1I I- 111=111=111= ° T OP OF RINGS 11-111 111' 11 = N ®®®= 0°0 °°8 o° ° o° o o ° ° TO UNDERLYING SAND AND b ° GRAVEL STRATA ° ° o °°°®®®®® , _... (3000 PSI -TYPE I) °LI 1. ALL PRECAST STRUCTURES SHALL BE PROVIDED WITH SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, AND SHALL BE DESIGNED FOR HS -20 LOADING. 10"DIA. � LINE POSTS OR Notes: 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST STRUCTURES SHALL INCLUDE MANUFACTURER'S OR 1'-4" ®CORNER, PULL OR END POSTS Note: CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO WITHSTAND SAID LOADING. X Section 1. SHOP PRIME PAINT EXPOSED SURFACES 3. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI / 28 DAY STRENGTH CONCRETE. 1. MATERIALS TO BE SUPPLIED AND FIELD PAINT EPDXY ENAMEL -YELLOW. INSTALLED IN CONFORMANCE WITH 4. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE ""CHAIN LINK MANUFACTURER'S 2. PROVIDE ""MASTER"' PADLOCK WITH 6 x�-x x x x x�x INSTITUTE" PRODUCT MANUAL. WORKING KEYS. 5. FRAME AND COVER SHALL BE SET IN FULL MORTAR BED, ADJUST TO GRADE WITH CLAY BRICK AND MORTAR (2 BRICK COURSES, MIN.; 5 BRICK COURSES, MAX.) 3. 3,000 PSI CONCRETE FOOTING 6. NATIVE MATERIAL TO BE USED AS COLLAR MATERIAL IF DETERMINED TO BE SUITABLE BY THE ENGINEER. 78' Asphalt Tennis Court 5/15 6' to 12' Chain Link Fence 6/08 Emergency Gate (Double) 2/09 Precast Storm Water Drainage Drywell (DW) 7/12 N.T.S. Source: United States Tennis Association N.T.S. Source: VHB LD -480 N.T.S. Source: VHB REV LD -486 N.T.S. Source: VHB LD - aILL J Test Method Units MARV zff Q< - D ///� UJ hi (If of Puncture Strength kN lbs LIGHT POLE & ANCHORING a Q PROVIDE BASE COVER I I SYSTEM BY MFG. w Lu AS FURNISHED BY 2 -0" (MIN•) Q POLE MFG. SLOTTED COVER, CURB INLET FRAME 1" CHAMFER Section I I �v W V) z z INDICATED ON PLAN. NEEENAH _ LIGHT POLE BASES VARY PES TO , _ SLOPES - I - li - . CAMPBELL, OR APPROVED EQUAL SET 6"" ABOVE GRADE. REINFORCED, 4,000 PSI GRADE IN PARKING LOT TO z CONCRETE SLAB BE PAINTED YELLOW cD I PRECAST SOLID WALL DOME. I REBAR PER MANUFACTURES cel 0 CATCH BASIN `o OR STRUCTURAL ENGINEERS o ° ° s" SPECIFICATIONS II11 1 6• O. 18"" ° FINISH GRADE (MATERIALS VARY) a° `� 00 lllll� TYP. �p°o o ° I I- g I- EQUALIZATION PIPE TO BE INSTALLED AS PER PLAN. 00 ° STORAGE II o°° \ 60' 48" 6„ N ° 2" TYP. COVER ° 111= I- 0 AND TRAFFIC LOADING BY a 5000 PSI TYPE II o° _ Ld Of LU N CONCRETE CEMENT ° 3' LJ Z CONDUIT AND GROUND ROD IIID MIN. - DRYWELL WITH GRANULAR I -DZ = CONNECT TO INSIDE METAL POLE ) 8 ( 0) 0 11111= w of ;n SEE ELECTRICAL PLAN FOR SIZE aILL J Test Method Units MARV zff \\ / x - D ///� o Puncture Strength kN lbs 0.40 90 Mullen Burst Strength kPa(psi) 3097 450 COMPACTED OR kN Ibs BOLT LAYOUT & MOUNTING6.0 UNDISTURBED / 2 -0" (MIN•) PROCEDURE AS SUBGRADE SLOTTED COVER, CURB INLET FRAME PER MFG. SPECS Section 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 Half Profile / Half Section SPECIFIC SITE AND LIGHTING FIXTURES. Light Pole Foundation Detail 2/11 Precast Diffusion Well -12-foot Dia. (DVS' NTS Source: VHB REV LD_310 N.T.S. DANDY BAG° VELCRO CLOSURE � tp♦ � ••moi 'J� �i'" ti'�4' F' INSPECTION OF UNIT DANDY BAG ° STORM SEWER GRATE ,e DANDY BAG® SPECIFICATIONS HI -FLOW DANDY BAG® (SAFETY ORANGE) Mechanical Properties Test Method Units MARV Grab Tensile Strength ASTM D 4632 kN (lbs) 1.62 (365) X 0.89 200 Grab Tensile Elongation ASTM D 4632 % 24 X 10 Puncture Strength kN lbs 0.40 90 Mullen Burst Strength kPa(psi) 3097 450 Trapezoid Tear Stren th kN Ibs 0.51 115 X 0.33 75 AMERICAN -MADE C.I. FRAME WITH % 90 Apparent Opening Size SLOTTED COVER, CURB INLET FRAME 0.425 (40) 1/min/mz ( al/min/ft2) AND GRATE AS RP �v Half Plan - Dome Top INDICATED ON PLAN. NEEENAH _ DR, rn TO BE SEEDED =1 I -I 1== VARY PES TO , _ SLOPES - I - li - . CAMPBELL, OR APPROVED EQUAL SET 6"" ABOVE GRADE. REINFORCED, 4,000 PSI GRADE III = - -Iii CONCRETE SLAB o -I 0.000 III= °F8 PRECAST SOLID WALL DOME. I ADJUST CURB INLET CAST PRECAST CONCRETE -- IRON GRATE & FRAME TO 26" CATCH BASIN `o I ° °°°� o ° ° s" I I .III -1 0o 00 1=� II11 1 6• O. TO 20'-0" MIDI TOP OF RINGS a° `� 00 lllll� o CD z �p°o o ° I I- g I- EQUALIZATION PIPE TO BE INSTALLED AS PER PLAN. 00 ° STORAGE II o°° _ INVERT FLOW I! 60' 48" 6„ X Q ° VOLUME = 1 II o° o ° 111= I- 3' WIDE SAND & GRAVEL COLLAR AND TRAFFIC LOADING BY -III 00 ° 100.88 CF/VF ° I o° _ ALL AROUND. SEE NOTE 6 ( ) N 11111 ° , ° ° 3' BACKFILL UNDER AND AROUND °o 1 IIID MIN. - DRYWELL WITH GRANULAR I -DZ = =111 ° 0 11� ° o, ) 8 ( 0) 0 11111= MATERIAL CONTAINING LESS of ;n ° -III o 1 1111111 1= °° THAN 15% FINE SAND, SILT AND Q o �° oo° ° °IIIIII 90,0 ° CLAY (SILT AND CLAY FRACTION Illi ° ° °° ° o° 111111 NOT TO EXCEED 5%). o 1 0 ° 111=1 g° 0 ° II-� ° II= FOOTING RINGS REQUIRED d 111= ° °8 ° ° 011=1 WHERE UNSUITABLE SOIL V)w -III 0 ° 0 ° o CONDITIONS ARE ENCOUNTERED. 006 0 I 0 0 - I I I= ELEV. 12.0 IIII oco) o ° -�-� ° ill- .. cc) C,4 00 -Il ° a� ' 0 o 0 0 II oa ° 1 �' OUTSIDE °. °° ° DIAMETER ° ° ° - - ° I � I -I o p °GROUNDWATER �' ° o. - o ° =III -III :(:5, b. � � � o . o .� _° I- ° (9 -1 1::- O„ � _ - � 11 11- 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 Half Profile / Half Section SPECIFIC SITE AND LIGHTING FIXTURES. Light Pole Foundation Detail 2/11 Precast Diffusion Well -12-foot Dia. (DVS' NTS Source: VHB REV LD_310 N.T.S. DANDY BAG° VELCRO CLOSURE � tp♦ � ••moi 'J� �i'" ti'�4' F' INSPECTION OF UNIT DANDY BAG ° STORM SEWER GRATE ,e DANDY BAG® SPECIFICATIONS HI -FLOW DANDY BAG® (SAFETY ORANGE) Mechanical Properties Test Method Units MARV Grab Tensile Strength ASTM D 4632 kN (lbs) 1.62 (365) X 0.89 200 Grab Tensile Elongation ASTM D 4632 % 24 X 10 Puncture Strength kN lbs 0.40 90 Mullen Burst Strength kPa(psi) 3097 450 Trapezoid Tear Stren th 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 MIN. 6" WASHED Sec-' 2.1 *Note: All Dandy Bags® can be ordered with our optional oil absorbent pillows A& -D&HD'Z° NOTE: THE DANDY BAG® WILL BE MANUFACTURED IN THE U.S.A. FROM A WOVEN MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: DETAIL OF INLET SEDIMENT CONTROL DEVICE 6' MINIMUM PENETRATION INTO VIRGIN STRATA OF PERMEABLE SAND AND GRAVEL. 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 D D D INLET TO PIPE 7 6' MAXIMUM SPACING / OF 2'X4' SPACERS 2' X 4' ANCHORS HROT T STONE �\ / 2' X 4' CLOTH -r i - SPACER MESH 2' x 4' WEIR C❑NSTRUCTI❑N SPECIFICATI❑NS 1. FILTER FABRIC SHALL HAVE AN EDS OF 40-85. 2, WOODEN FRAME SHALL BE CONSTRUCTED OF 2' x 4' CONSTRUCTION GRADE LUMBER, 3. WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS 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 Source: VHB 0 I 1 1/2- - 2"" STONE BACKFILL -II 111-��I 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 JOINTS. 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. 7. CONTRACTOR SHALL PROVIDE NECESSARY PROTECTION FOR ADJACENT PROPERTIES AND UTILITIES DURING EXCAVATION OF DIFFUSION WELLS. DRIP LINE TREE TRUNK (4'X4' - TYPICAL) (5 FEET TO 20 FEET IN DEPTH) 9/06 Standard Precast Concrete Catch Basin REV DRYWELL N.T.S. Source: Town of Southold Plan 8'-0" ".•�., �., nn w ntnc _ PLASTIC _NCE (TYP.) SPACED TIES (TYP.) Notes: 1. INSTALL TREE PROTECTION FENCE AT THE DRIP LINE OF EXISTING TREES TO REMAIN. Tree Protection Fence N.T.S. N.T.S. Source: VHB 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 SLOPE 2 10' W W W W W W 1 LESS FROM TOE LEOF SLOPE W W W 4• 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 W W W W W y W W W W W W W W W W W W W W W W W �•�WWWW�.y�. y"WWWW �.,,..y yy. �.�•WWW WWWWWW WYWW WV+YW•Y'�W��µ `L�o�OQF. STRAWBALES OR SILTFENCE 6/08 Soil Stockpiling LID 610 N.T.S. Source: R 0 A D -- -_ HAY BAIL AND/OR SILT FENCING - 50' MIN. 0 a �w o I - w Z aLD 0 �(n CL ff O> N w U o= ff 0 CONSTRUCTION ENTRANCE - FOUNDATION OF COMI 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R, FILL TO 18 (Min.) ABOVE EXISTING GRADE FOR DRAIM PLAN VIEW v CONSTRUCTION ENTRANCE- FOUNDATION OF COMPACTED 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FILL TO18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. CROSS SECTION Temporary Construction Entrance SW -04 N.T.S. Silt Fence N.T.S. Source: Town of Southold SW -06 18'-0" MAX. c. to C. PERSPECTIVE VIEW 36" MINIMUM 2 x 2 FENCE POST WOVEN WIRE FENCE (6x6 - 10/10 WWF) FILTER CLOTH StPE EMBED FILTER CLOTH GRA MIN. 6" INTO GROUND 4" NOTE: MAXIMUM DRAINAGE AREA 1/2 ACRE / 100 LINEAR FEET SECTION DETAIL SILT FENCE DETAILS Source: Town of Southold U LLQ oW The Heritageat =LL Cutchogue Cutchogue, New York Town of Southold z 0 tV DECE JUL 16 2015 Southold Town Planning Board No. Revision Date Appvd. Designed by Checked by Issued for Date July 10, 2015 Not Approved for Construction "A :12 - s 9 Drawing Number t�y, ,. ., V-.. Sheet of 14 21 , Project Number 29305.00 CAST IRON INLET FRAME & SOLID GRADE COVER TO GRADE. BRICK MAY BE USED TO REINFORCED, 4,000 PSI ADJUST CURB INLET CAST ----T-- TRAFFIC BEARING IRON GRATE & FRAME TO ----- CONCRETE SLAB SURFACE ELEVATION A 36" MAXIMUM OF 12 INCHES.8" REINFORCED 4,000 PSI III PRECAST CONCRETE 6„ CATCH BASIN STANDARD STEPS 6- 0 16" O.C.-Typ. O MIN. 6" WASHED STONE BEDDING CURB INLET DETAIL CAST IRON CURB INLET REINFORCED, 4,000 PSI GRADE GRATE & FRAME. TRAFFIC BEARING CONCRETE SLAB BRICK MAY BE USED TO REINFORCED 4,000 PSI -_a- ADJUST CURB INLET CAST PRECAST CONCRETE -- IRON GRATE & FRAME TO 26" CATCH BASIN SURFACE ELEVATION A 48" MAXIMUM OF 12 INCHES. s" MIN. FROM 5'-0" 6• O. TO 20'-0" MIN. 6" WASHED SLAB DETAIL STONE BEDDING 26" F'BEA 60' 48" 6„ INGCCONCRETECSLAB NOTE: THICKNESS AND REINFORCEMENT FOR SOIL LLL AND TRAFFIC LOADING BY AN ENGINEER I--60"----{ STANDARD PRECAST CONCRETE CATCH BASIN (4'X4' - TYPICAL) (5 FEET TO 20 FEET IN DEPTH) 9/06 Standard Precast Concrete Catch Basin REV DRYWELL N.T.S. Source: Town of Southold Plan 8'-0" ".•�., �., nn w ntnc _ PLASTIC _NCE (TYP.) SPACED TIES (TYP.) Notes: 1. INSTALL TREE PROTECTION FENCE AT THE DRIP LINE OF EXISTING TREES TO REMAIN. Tree Protection Fence N.T.S. N.T.S. Source: VHB 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 SLOPE 2 10' W W W W W W 1 LESS FROM TOE LEOF SLOPE W W W 4• 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 W W W W W y W W W W W W W W W W W W W W W W W �•�WWWW�.y�. y"WWWW �.,,..y yy. �.�•WWW WWWWWW WYWW WV+YW•Y'�W��µ `L�o�OQF. STRAWBALES OR SILTFENCE 6/08 Soil Stockpiling LID 610 N.T.S. Source: R 0 A D -- -_ HAY BAIL AND/OR SILT FENCING - 50' MIN. 0 a �w o I - w Z aLD 0 �(n CL ff O> N w U o= ff 0 CONSTRUCTION ENTRANCE - FOUNDATION OF COMI 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R, FILL TO 18 (Min.) ABOVE EXISTING GRADE FOR DRAIM PLAN VIEW v CONSTRUCTION ENTRANCE- FOUNDATION OF COMPACTED 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FILL TO18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. CROSS SECTION Temporary Construction Entrance SW -04 N.T.S. Silt Fence N.T.S. Source: Town of Southold SW -06 18'-0" MAX. c. to C. PERSPECTIVE VIEW 36" MINIMUM 2 x 2 FENCE POST WOVEN WIRE FENCE (6x6 - 10/10 WWF) FILTER CLOTH StPE EMBED FILTER CLOTH GRA MIN. 6" INTO GROUND 4" NOTE: MAXIMUM DRAINAGE AREA 1/2 ACRE / 100 LINEAR FEET SECTION DETAIL SILT FENCE DETAILS Source: Town of Southold U LLQ oW The Heritageat =LL Cutchogue Cutchogue, New York Town of Southold z 0 tV DECE JUL 16 2015 Southold Town Planning Board No. Revision Date Appvd. Designed by Checked by Issued for Date July 10, 2015 Not Approved for Construction "A :12 - s 9 Drawing Number t�y, ,. ., V-.. Sheet of 14 21 , Project Number 29305.00 P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_DT.dwg Q) Q 0 U 6 .>_ In L0 0 0 N T U a N 1= O z Q > J J a - N N O N Lri T 6 to 0 C Q) 6 (n 12" 0 PVC PIPE TO BE CUT AS NECESSARY TO - ACHIEVE PROPOSED GRADE 12" X 12" PVC TEE OR AS REQUIRED INTERGRATED DUCTILE IRON FRAM & GRATE r 24 DIAD j 24" 0 PVC INLINE DRAIN AS MANUFACTURED BY NYOPLAST OR EQUAL REDUCER (AS REQUIRED) CAP END OF PIPE /-WHERE REQUIRED 6" COMPACTED SAND & GRAVEL BEDDING Area Drain Detail 7/12 N.T.S. Source: VHB REV LD_ INLET TOP VIEW )R SECTION FRONT VIEW %,U11U\LIL IVL SIDE VIEW PIPE DIAMETER, in (mm) Diameter 12 15 18 1 24 30 36 1 in (mm_ 1 (300) (375) (450) (600) (750) (900) A 1 6.5 6.5 f 7.5 7.5 7.5 7.5 in (mm) 1 (165) (165) (191) j191) (1911 (191) B (max) 10.0 10.0 1 15.0 18.0 1 22.0 25.0 j in (mm) 1 (254) (254) 1 (381) (475) 1 (559) (635) 1 i H 1 6.5 6.5 6.5 6.5 8.6 8.6 1 in (mm) (165) (165) (165) (165) (218) i (21 B) 1 L I 25.0 25.0 _ 32.0 I 1 36.0 58.0 1 58.0 in (mm) 1 (635) (635) (813) 1 (914)(14?3)L-(1473) 40" 12" 22 1/2' " W 29.0 1 29.0 35.0 1 45.0 1 63.0 1 63.0 in (mm) ! (737) (737) (889) (1143) (1600) (1600) Flared End Section 3' I ENERGY DISSIPATION BOWL - 3' AGE TO BE SET LEVEL WITH FLARED END INVERT ELEVATION (TYP.) 1.5' 1.5' FLARED END SECTION SLOPE 1:1 MAXIMUM 4" MIN. STONE FOR PI E ENDS /FINISH GRADE _ 8„MIN. FILTER FABRIC COMPACTED SUBGRADE 6 CRUSHED STONE BEDDING Section A -A (2"' STONE SIZE) Flared End Section (FES) with Stone Protection 5/12 N.T.S. Source: ADS 1-53 N.T.S. Source: VHB REV LD -134 (�-� ASSEMBLY METER VAULT NOTES 1. SEE SEPARATE WATER/SEWER DETAILS FOR SPECIFIC RPZ AND WATER MAIN DESIGN INFORMATION. I MUST :REENED RPZ & Meter Vault 12/14 N.T.S. Source: SCWA / FEBCO A A HEAVY DUTY, WATERTIGHT AND LOCKING CAST IRON COVER TO BUILDING € GRADE (SEE DETAIL ON SHEET) F.F. EL. 8" SOLID PRECAST TOP PROPOSED HEAVY DUTY, WATERTIGHT SLAB CLEAN OUT AND LOCKING CAST IRON (SEE DETAIL) COVERS TO GRADE MIN, 4" DIA. DR -18 PVC 8" MIN. TRAFFIC PLAN PIPE OR EQUIVALENT. �w BEARING TOP SLAB PITCHED MIN. 1/8" / 1' PROPOSED HOUSE TRAP FINISHED GRADE TO BE 24• 24' �z INSTALLED IN BASEMENT N. . 'I I�M MIN'1 N 2 INLET FLOW OUTLET LINE e ®® 93 91 ®®®®®® rul 2' CAST IRON PIPE 1`1 ®®®®®® TOP OF RING FROM BUILDING WA�LLE ��- ®®®®®® TYP. . F, PER PLANS I®®®®®® 1 BACKFILL TO BE CLEAN _ �3 SECTION A -A SAND (SP OR SM BYm ®®®®®® o MIN. 4" DIA. DR -18 ASTM STANDARDS) PVC PIPE OR EQUIVALENT. PITCHED 1,500 GALLON SEPTIC TANK MIN. 1/4" / 1' NOTES GROUND WATER - UNSUITABLE SOILS TO BE REMOVED AND 1. ALL DOMES AND COVERS TO MEET AASHTO H-20 PER PLANS REPLACED WITH CLEAN SAND FOR A LOADING REQUIREMENTS. DIAMETER 6' GREATER THAN THE 2. SEE SEPARATE WATER/SEWER DETAILS FOR LEACHING POOL DIAMETER (3' COLLAR) AND EXTENSPECIFIC SANITARY DESIGN INFORMATION. DING LEACHING POOL HYDRAULIC DCONNEOCTIONWN S UNTI ESTABLISHED WITH A MINIMUM OF 6' OF SUITABLE SOIL Sanitary Profile & Details 9/06 N.T.S. Source: VHB FACE OF CURBING GATE VALVE WITH ADJUSTABLE RISER, BOX AND COVER - PAVEMENT SURFACE MUNICIPAL STANDARD HYDRANT PUMPER CONNECTION TO FACE ROAD. FINISH GRADE 3' TYPICAL (SEE NOTE 2) OR TO MUNICIPAL STANDARD \\ a i 'o 1" CLEAR (MIN.) _ 2t COMPACTED BACKFILL v THRUST BLOCK - MIN. % i\ BEARING 9 S.F., DO NOT BLOCK DRAIN.- i \\ j �\ 6'" DIA. PIPE \� �\\ TEE \� 20'(MIN.) UNDISTURBED %a MECHANICALS . o EARTH OR \\\ JOINT (TYP) ° ° ° \COMPACTED 001 MBANKMENT CONCRETE 18"x18"x6" THRUST BLOCK CONCRETE BASE COMPACTED CRUSHED STONE SUBGRADE (MIN. 1/2 C.Y.) Notes: 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 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 Table Of Dimensions BENDS B PAVED AREA LANDSCAPED AREA SAWCUT EXISTING SEE APPLICABLE C D PAVEMENT 2' BEYOND PAVEMENT SECTIONS 15" 12" TRENCH WHERE REQ'D 12" 6" 45' B" 30" FOR PAVEMENT 24" 14" 6" 22 1/2* •• 19" RESTORATION (TYP.) .. 13" 6„ 90' 36" MAX. 30" .. O.D. + 2' MAX 8" 11 1/4' •- 20" •- SEE OTE 8" 45' " 30" .. Q'0� 24" 8" 22 1/2' .. 22" „ ., PAVEMENT SUBGRADE 8'• 90. opo 38" ., 36" SOILS WITHIN 9" OF 30" -• •' 15" 12" 45' PAVEMENT SUBGRADE •• 40" 12" 22 1/2' " 35" " COMPACTED TO 95% 25" 12" 90• 60" " OF MAXIMUM DENSITY w BACKFILL ABOVE SPRINGLINE PER AASHTO T-99 zo TO BE PLACED IN 12" LIFTS SOILS IN EXCESS OF N 9" BELOW PAVEMENT w SUB -BASE COMPACTED ° TO 90% AASHTO T-99 SPRINGLINE D BACKFILL PLACED IN 6" LIFTS ON BOTH SIDES OF PIPE UP TO _? SPRINGLINE ELEVATION 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 Table Of Dimensions BENDS B C D E F BENDS B C D E F 6" 11 1/4' 8" 15" 12" 24„ 12" 6" 45' B" 30" 12" 24" 14" 6" 22 1/2* •• 19" •• .. 13" 6„ 90' 36" MAX. 30" .. 30" MAX. 27" 8" 11 1/4' •- 20" •- •- 12" 8" 45' " 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 Plan Table Of Dimensions �1 C UNDISTURBED SOIL 1- IF TEES G H I J SIZE TEES G H I J 6"x 6"x 6" 12" 24" 24" 18" 20' 12"x 12"x 6" 12" 24" 24" 18" 8"x 8"x 6" 48" MAX. " 12"x 12"x 8" •• 5' DIA. 36" MAX. 24" 8"x 8"x 8" 30" MAX. 75' 24" 54" MAX. 12"x 12"x 12" " 36" 50' 36" Tees \\/ F 2 %J2 /a H 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 REV LD -250 N.T.S. Source: VHB LD -260 FULL PENETRATING PICK HOLE ( REQ'D 180' APART LETTERING ON PERIMETER) 1 3/4" HIGH RAISED 1/4" LOCATS C DHS PARTE ON 0. PERIMETER as % A a a NON-SKID COVER DESIGN N I T ARS CIRCULAR RAISED RIB PATTERN MACHINED NON -ROCK PLAN SEATS 'A' = 27 3/4' 'B' = 26' 'G' = 1 3/8' 1/8' CLEARANCE 'C' = 25 3/4' REINFORCING RIBS -F H' = B, 'D' = 24' '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 45' ELBOWS ALTERNATE"A" STOPPER OR END PLUG SUITABLE COVER TO GRADE 30' EL VV tY I L ALTERNATE"B" Notes: 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 G E O V s CAMPBELL FOUNDRY FRAME FINISHED GRADE AND COVER NO. 1009 OR CIRCULAR INLET- SEE PLAN ' C1 . ADJUST TO GRADE WITH CONC. BRICKS - - 00 WITH MORTAR \ 5" (TYP.) 24" (4"MIN.-12"MAX) MANUF. IDENTIFICATlOI e CAST IN WALL " SQ. OR DIA. \- MASONRY SELF-SEALING BUTYL I - - - - - RUBBER CASKET Engineering, Surveying & R= 1J " i 4-0 Landscape STEEL REINFORCED Architecture, PC OR AS SHOWN COPOLYMER 100 Motor Parkway � z _ _ _ _ POLYPROPYLENE - STEPS REQUIRED Suite 135 FOR STRUCTURES 11" N 7" GREATER THAN 4' DEE Hauppauge, NY 11788 M a 631.787.3400 CONCRETE FORMED SLAB PLAN M TO CL OF PIPE (SLOPE 4- PER FOOT MANHOLE TYPE "A" MONOLITHIC BASE Notes: MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3 OR 4' HEIGHTS AS REQUIRED. ALL STRUCTURES SHALL BE DESIGNED FOR HS -20 LOADING FOR THE COVER CONDITIONS SHOWN ON THE PLANS. _L #5 BARS 6"c. TO c. TH EXTRA BAR c. TO c. AT OPENING MANHOLE PIPE MAXIMUM SIZE SIZE ALLOWABLE PIPE DEFLECTION 36" MAX. 20' 4' DIA. 30" MAX. 30' 24" MAX. 75' 48" MAX. 10' 42" MAX. 40' 5' DIA. 36" MAX. 65' 30" MAX. 75' 54" MAX. 30' 6' DIA. 48" MAX. 50' 42" MAX. 70' Storm Drainage Manhole N.T.S. Source: VHB Item: 102 -MH The Heritage at Cutchogue Cutchogue, New York Town of Southold No. Revision Date Appvd. Designed by Checked by Issued for Date July 10, 2015 Not Approved for Construction ®� L% . % v Drawing Number AlIftJUL 16 2015 '"` 8 Southold Town Planning Board + D✓ -� t� Sheet of 1 Vic. 15 21 • .. fir. •�,�i �; Project Number 29305.00 P: \29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LA.dwg N Landscape Notes 1. ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED AS SHOWN ON 7. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE REVIEWED BY 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. wi M ! N ®®®®®®®®®®®®� ©ao©o 0©00000000000°0© ® a006000000o0©00©° -� ®®®® ® � Rn' RHFFFR PLANT SCHEDULE DECIDUOUS TREES THE PLANS FOR FIELD REVIEW AND APPROVAL BY THE LANDSCAPE BOTANICAL NAME LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE OWNER'S SIZE ARCHITECT PRIOR TO INSTALLATION. 110 REPRESENTATIVE. 2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL BELOW GRADE AND 8. ALL PLANT MATERIALS INSTALLED SHALL MEET THE SPECIFICATIONS Liquidambar styraciflua ABOVE GROUND UTILITIES AND NOTIFY OWNERS REPRESENTATIVE OF 2 1/2 - 3" CAL. OF THE "AMERICAN STANDARDS FOR NURSERY STOCK" BY THE 63 CONFLICTS. Chanticleer Pear AMERICAN ASSOCIATION OF NURSERYMEN AND CONTRACT QP 47 Quercus palustris DOCUMENTS. 3. NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND 81 Quercus rubra Red Oak CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 9. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR BOTANICAL NAME CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY SIZE FOLLOWING DATE OF FINAL ACCEPTANCE. 206 CONFLICT. American Holly 5 - 6' HT. IA1 23 10. AREAS DESIGNATED "LOAM & SEED" SHALL RECEIVE MINIMUM 6" OF 4. A 3 -INCH DEEP MULCH PER SPECIFICATION SHALL BE INSTALLED 134 LOAM AND SPECIFIED SEED MIX. LAWNS OVER 2:1 SLOPE SHALL BE Eastern Red Cedar UNDER ALL TREES AND SHRUBS, AND IN ALL PLANTING BEDS, UNLESS JV1 PROTECTED WITH EROSION CONTROL FABRIC. Juniperus virginiana OTHERWISE INDICATED ON THE PLANS, OR AS DIRECTED BY OWNER'S 6 - 7' HT. PG 216 REPRESENTATIVE. 11. ALL DISTURBED AREAS NOT OTHERWISE NOTED ON CONTRACT PG1 36 Picea glauca DOCUMENTS SHALL BE LOAM AND SEEDED OR MULCHED AS DIRECTED 5. ALL TREES SHALL BE BALLED AND BURLAPPED, UNLESS OTHERWISE 105 BY OWNER'S REPRESENTATIVE. Pitch Pine NOTED IN THE DRAWINGS OR SPECIFICATION, OR APPROVED BY THE PR1 64 Pinus rigida OWNER'S REPRESENTATIVE. 12. THIS PLAN IS INTENDED FOR PLANTING PURPOSES. REFER TO SITE / QTY BOTANICAL NAME COMMON NAME CIVIL DRAWINGS FOR ALL OTHER SITE CONSTRUCTION INFORMATION. 6. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS GRAPHICALLY Amelanchier canadensis Shadblow Serviceberry 8 - 10' HT./Multi-Stem SHOWN ON THE PLAN. THIS NUMBER SHALL TAKE PRECEDENCE IN 25 Betula nigra 'Heritage' Heritage River Birch CASE OF ANY DISCREPANCY BETWEEN QUANTITIES SHOWN ON THE CC 13 Cercis canadensis PLANT LIST AND ON THE PLAN. THE CONTRACTOR SHALL REPORT ANY 2 1/2 - 3" CAL. PO 3 DISCREPANCIES BETWEEN THE NUMBER OF PLANTS SHOWN ON THE Okame Cherry 2 1/2 - 3" CAL. SHRUBS PLANT LIST AND PLANT LABELS PRIOR TO BIDDING. BOTANICAL NAME COMMON NAME 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. wi M ! N ®®®®®®®®®®®®� ©ao©o 0©00000000000°0© ® a006000000o0©00©° -� ®®®® ® � Rn' RHFFFR PLANT SCHEDULE DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME SIZE AR 110 Acer rubrum 'October Glory' October Glory Maple 2 1/2 - 3" CAL. LS 38 Liquidambar styraciflua American Sweet Gum 2 1/2 - 3" CAL. PC 63 Pyrus calleryana 'Chanticleer' Chanticleer Pear 2 1/2 - 3" CAL. QP 47 Quercus palustris Pin Oak 2 1/2 - 3" CAL. OR 81 Quercus rubra Red Oak 2 1/2 - 3" CAL. EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME SIZE IA 206 Ilex opaca American Holly 5 - 6' HT. IA1 23 Ilex opaca American Holly 6 - 7' HT. JV 134 Juniperus virginiana Eastern Red Cedar 5 - 6' HT. JV1 30 Juniperus virginiana Eastern Red Cedar 6 - 7' HT. PG 216 Picea glauca White Spruce 5 - 6' HT. PG1 36 Picea glauca White Spruce 6 - 7' HT. PR 105 Pinus rigida Pitch Pine 5 - 6' HT. PR1 64 Pinus rigida Pitch Pine 6 - 7' HT. FLOWERING TREES QTY BOTANICAL NAME COMMON NAME SIZE AM 25 Amelanchier canadensis Shadblow Serviceberry 8 - 10' HT./Multi-Stem BN 25 Betula nigra 'Heritage' Heritage River Birch 12 - 14' HT., Clump, B&B CC 13 Cercis canadensis Eastern Redbud 2 1/2 - 3" CAL. PO 3 Prunus incisa 'Okame' Okame Cherry 2 1/2 - 3" CAL. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE ARM 36 Azalea x Renee Michelle Renee Michelle Azalea 18 - 24" HT. ARB 18 Azalea x 'Rosebud' Rosebud Azalea 18 - 24" HT. CA 59 Clethra alnifolia 'Hummingbird' 'Hummingbird' Summersweet 2 - 2 1/2' HT. FG 43 Fothergilla gardenii Dwarf Fothergilla/ 18 - 24" HT. ICC 54 Ilex crenata 'Compacta' Compact Japanese Holly 2 - 2 1/2' HT. IC 60 Ilex crenata 'Convexa' Convex -leaved Japanese Holly 2 - 2 1/2' HT. IG 144 Ilex glabra Inkberry 2 - 2 1/2' HT. IGC 32 Ilex glabra 'Compacta' Dwarf Inkberry 2 - 2 1/2' HT. IR 11 Ilex verticillata 'Red Sprite' Red Sprite Winterberry 18 - 24" SPD IM 34 Ilex x meserveae 'Blue Prince' Blue Prince Holly 2 - 2 1/2' HT. IT 195 Itea virginica 'Merlot' Virginia Sweetspire 18 - 24" HT. JH 184 Juniperus horizontalis 'Bar Harbor' Bar Harbor Creeping Juniper 18 - 24" SPD KL 102 Kalmia latifolia Mountain Laurel 2 - 2 1/2' HT. KLE 18 Kalmia latifolia 'Elf Elf Mountain Laurel 2 - 2 1/2' HT. LF 511 Leucothoe fontanesiana Drooping Leucothoe 15 - 18" SPD. PF 16 Pieris floribunda Mountain Pieris 18 - 24" SPD PA 145 Potentilla fruticosa 'Abbotswood' Abbotswood Potentilla 18 - 24" SPD RCA 35 Rhododendron carolinianum Carolina Rhododendron 2 - 2 1/2' HT. RV 37 Rhododendron viscosum Swamp Azalea 2 - 2 1/2' HT. RC 60 Rhododendron x 'Cunningham's White' Cunningham's White Rhododendron 2 - 2 1/2' HT. RP 97 Rhododendron x 'Olga Mezitt' Olga Mezitt PJM Rhododendron 2 - 2 1/2' HT. SP 349 Spiraea x bumalda 'Little Princess' Little Princess Spirea 15 - 18" SPD. TG 57 Taxus cuspidate 'Greenwave' Japanese Yew 18 - 24" SPD TH 38 Taxus x media 'Hatfieldii' Hatfield Yew 3 - 4' HT. VD 7 Viburnum dentatum 'Arrowwood' Arrowwood Viburnum 2 1/2 - 3' HT. ANNUALS/PERENNIALS QTY BOTANICAL NAME COMMON NAME SIZE HS 107 Hemerocallis hybrid 'Stella de Oro' Stella de Oro Daylily 1 GAL. HR 277 Hemerocallis x'Ruby Returns' Ruby Returns Daylily 1 GAL. GRASSES QTY BOTANICAL NAME COMMON NAME SIZE FE 263 Festuca glauca 'Elijah Blue' Blue Fescue 1 GAL. SS 193 Schizachyrium scoparium Little Bluestem Grass 1 GAL. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE VM 520 Vinca minor Common Periwinkle flat Il® ® UNIT 12a11 \ \ e p� M _— �UNIT 18a15 ® ttQJ�j �-� • I UNITS 4.23 UNITE 2a21 / UNITS 5-25 UNITS 0-19 7 ®® LIMIT OF UNIT 30-29 UNIT 28-x7 UNITS 8-17 UN/ \ MEADOW MIX I tom' UNITS 2-31 ®$ 9 \ �41a -4 UNITS 4-33 ® - J LIMIT OF LIMITUl IRRIGATION LAW� _ Il poi _ nnnnl Z . — IIIIII1111 sroe _ e, Vv ."`Z 'r-. $ I r\-- MEADOW MIX • � � I O G d ` I MEADOW MIX • �` �� t X 0 \ K1_ MEADOW MIX Gy SPACING 18" o.c. 18" o.c. SPACING 2' o.c. 2' o.c. SPACING 12" o.c. \ GRIFFING STREET 0 0 / — \ / --► LIMIT OF 'Y`' . , ` Ji.:_ r• • 9d 9 MEADOW MIX CLUBHOUSE LIMIT OF LAWN LIMIT OF UNITS qe UN / / Ja\4 g0 - { •� G IN IN IRRIGATION � 6 Z \ 67-68IN w • \ uN115 •"�'.. \ � -� —� LIMIT OF � X05 \ , UNITS 7-48 UNITS0000000 0 9x.50 / / I ,�' IRRIGATIONS Ja / I 000 ©00C O / e , ©° ____ Q / MEADOW MIXJ T / 0 Ra 0 J0 45 / I 0 UNIT 101 \• (� I UNIT 102 UNIT 96 UNIT 95 UNIT 91 UNIT 86 © �q!•Y I UNIT 100 UNIT 97 UNIT 93 UNIT 92UNIT 90 UNI 8 UNIT 87 UNIT 65 0 UNR 99 UNIT 98 UNIT 94 / ©° I If It 0 UNIT 104 UNIT 103 ©© LIMIT OF LAWN � 00"- 00 0000000 © ©Y ©0 © Q LIMIT ©MEADO® IX ® ® ®P ©©a©©©aa�®e®®®® UNIT 105 4 I 1111111 ,ssry1 f J�� *7 Y\ / 15 • LIMIT OF / IRRIGATION i - LIMIT OF / 106 UNIT 107 UNIT 109 UNIT 110 UNIT 111 UNIT 112 UNIT 115 UNIT 120 LAWN UNIT 108 UNIT 113 UNIT 11 UNIT 117 UNIT 118 UNIT 114 UNIT 119 LIMB OF / MEADOVy'Mf X 75' BUILDING SETBACK -- 0 0 OQ 0' BUFF ®0i ®�©o ©a ©©©©a a©o©o°o°©°��e®e®�®e°e®®®�� ° ° e ®®o 000000obo,0©0 0 0 0©© 0'00000& QP(2P I 00 �� °o0 O I � �i E I `f D0000000 V s i �e r Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 The Heritage at Cutchogue Cutchogue, New York Town of Southold No. Revision Date Appvd. Resigned by Checked by Issued for Date July 10, 2015 Not Approved for Construction 80 0 80 160 SCALE IN FEET ,I,'-' En u v LE� 'ula � JUL 16 2015 Southold Town Planning Board Sheet of 16 21 Project Number 29305.00 P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LA.dwg O V I� 8 PR 29 PG J 33 PR Qr ` 44 IA 34 JV a Z __.. 26 PG 23 PG _ .> Engineering, Surveying & _.�.. _ _...._. t§ Landscape �x :x �}'�J�{/�{�� ♦K'w w� Y ♦f Y_x: _ :," "".:ar eww .a w "�„�F ,P"'u. - x .'x,.w �' �w"w '3ax°�,rowx,x„ ',,,Rr ,mx.. �xxw _�•w:�n,,„„w �,xx:w, _ �iV Vi/ VIS 0V � 0 0 Landscape Architecture, PC ":x nn _.. a ♦ a` _ - j/Cy��\II��/ �J�// .. _<'....{��1-ZN p�T >. .: .�'..,rt .�. S z(;/r.e�i�/ V4/ aiAaI,f.1 ad+, t `yYe--ET°1"f.1 _� rol`,I.v°\I`.-EFs♦1,1�y°fi -wsoifnx "Y�$sw I ?: 1y`'_ T ,p ,f:m.i,, _'I,f.1 -�w wf�i-sTL.ff2wa`I• y_!'.�`�ws`f.,,��t_a!.>>�w„}• 'yFroI la `M y 'waif>� w'ty -i�'� Fr'Y'- �• !,�.r' '�w�I�,w'i�.'€_ a!,1/� m ri i � k 1.i, ,r•w S, "t-, R i.:.`_T'? �' "=_f t. t,1 -` l . �> r• " __.„. 100 Motor r Parkway32 w"9 -Y AY"A I.k`?'yl\let. °m� ro/n1£ Suite 135 Hauppauge, NY 11788 .. . S 7-; �•'t'• }c.t ` C y rS 1 r- , t�.R S. s a.i. 1.t S y_°'".. "^�.. ''gT c ICY I s 4—PR1 _ — 631.787.3400 _.. - 3 AR �Y r' FFER ted; 34 JV O'emw 29 IA R y'w V., `` A P 28 PR 'A` I UNIT 102 UNIT 101 !I UNIT 100 t UNIT 104 UNIT 103 .,.:►,FLIMIT OF LAWN 1 I _. `..,..._ -►-«, 3 QR -A AR d ..:: -..b Ile, es m''�%.►` 14DOW MIX 30 IA ib tlu 28 IA —J 32 JV J —3 CC 1 LS K The heritage at Cutchogue Cutchogue, New York Town of Southold No. Revision Date Appvd. 15 LS u I I Designed by Checked by T 115 UNIT 116 i I UI Issued for Date July 10, 2015 Not Approved for Construction w 1 _.. x 49 ANTI ...... �4 Drawing Number 14 PG I :3f I JUL 16 2015 ' Southold Town sheet of 40 0 40 80 Planning Board 17 21 SCALE IN FEET Project Number 29305.00 I = P: \29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LA.dwg 0 14 IA —J Q O CONTRACTOR TO ,,/--CONTRACTOR AND MEET EXISTING PAVEMENT 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 The Heritage at Cutchogue Cutchogue, New York Town of Southold No. Revision Date Appvd. Designed by Checked by Issued for Date July 10, 2015 Not Approved for Construction JUL 16 2015 Southofd Tov�n ._ Planning Board Sheet of 18 21 Project Number 29305.00 P:\29305.00 Heritage Cutchogue\cad\Id\Plonset\29305.00_LA.dwg O V Jd s °° 130 °° Engineering, Surveying & Landscape Architecture, PC DD DD °° °° 100 Motor Parkway Suite 135 Hauppauge, NY 11788 ° ° " ° 631.787.3400 1 KL 4 LF D D O 1 IG 1 IC 7 LF 4 LF - 4 SP 2 IG + 3 LF 2 RP 2 KL 3 ARM 3 SP 1 IC 3 RP 4 JH 2 IC 5 RJV 3 IT 2 IC 3 RC 1 IM 4 SP 3 ARM 1 KL 1 RP 3 ARB 4 SP 3 TG 1 RPLl + 1 RP 1 RV 2 KL ° 5 IT ❑° DD --L--400 DD DD Shrub Planting Scheme Al Shrub Planting Scheme A2 Shrub Planting Scheme A3 Shrub Planting Scheme A4 Units: 77, 78, 103, 104, 105, 106, Units: 79, 80, 83, 84, 89, 90, 95, Units: 81, 82, 85, 86, 87, 88, 91, Units: 107, 108, 111, 112, 113 114, 109, 110, 115, 1165 119,120 96, 97, 98, 101, 102 92, 93, 94, 9%100 11791%121,122,1231124 N DD DD DD ❑❑ DD DD DD DD DD D° OD DD DD D❑ 00 C � f 1 1 IG 1 RC 1 IG 1 RC 1 IG 1 IC J 3 PF x 1 IC I 3 LF 2 SP I 3 LF 2 SP 1 3 SP 3 SP 3 SP 5 LF 5 LF 3 PA 2 KL 3 PA 2 KL 3 PF 3 SP : 2 TG 2 TG 2 KL 2 KL 2 TG 7 PA 2 KLE 2 ICC 15IT TH " 7 PA 2 KLE 2 I gp 15IT TH x x 1 TH 2 TG k x 6 IT 4 LF 1 tM 2 IT 1 IM 2 IT 6 SP 1 IR A 1 TH 1 IM 6 P 4 S X x 2 ICC 2 RP 2 ICC 2 RP 2 IT 3 IT 2 SP\_3 JH Shrub Planting Scheme B 1 a Shrub Planting Scheme Bab Shrub Planting Scheme B2 Shrub Planting Scheme B3 Units: 1, 2, 5, 6, 9, 10, 11, 12, 17, 18, Units: 3, 4, 7, 8, 135 145 155 165 23, 24, Units: 37, 38, 39, 40 Units: 41, 42, 43, 445 455 46, 199 20, 215 227 277 285 297 30 25, 26, 31, 32, 339 34, 355 36 59560561762 ui y . DD DD ❑❑ ❑❑ DD ❑❑ CID DD The Heritage at ❑D OD DD SHRUBS BOTANICAL NAME COMMON NAME SIZE C u tc h o g u e ARM Azalea x Renee Michelle Renee Michelle Azalea 18 - 24" HT. ARB Azalea x'Rosebud' Rosebud Azalea 18 - 24" HT. Cutchogue, New York CA Clethra alnifolia Hummingbird' 'Hummingbird' Summersweet 2 - 2 1/2' HT. Town Of Southold FG Fothergilla gardenii Dwarf Fothergilla/ 18 - 24" HT. ICC Ilex crenata 'Compacta' Compact Japanese Holly 2 - 2 1/2' HT. IC Ilex crenata 'Convexa' Convex -leaved Japanese Holly 2 - 2 1/2' HT. No. Revision Date Appvd. IG Ilex glabra Inkberry 2 - 2 1/2' HT. IGC Ilex glabra 'Compacta' Dwarf Inkberry 2 - 2 1/2' HT. 1 IG IR Ilex verticillata 'Red Sprite' Red Sprite Winterberry 18 - 24" SPD 1 IC 1 RC 2 LF 1 RC IM Ilex x meserveae Blue Prince' Blue Prince Holly 2 - 2 1/2' HT. 1 RC 3 LF IT Itea virginica 'Merlot' Virginia Sweetspire 18 - 24" HT. 2 SP 6 SP 3 PA JH Juniperus horizontalis 'Bar Harbor Bar Harbor Creeping Juniper 18 - 24" SPD 3 LF i KL Kalmia latifolia Mountain Laurel 2 - 2 1/2' HT. KLE Kalmia latifolia 'Elf Elf Mountain Laurel 2 - 2 1/2' HT. 3 LF LF Leucothoe fontanesiana Drooping Leucothoe 15 - 18" SPD. 3 SP 3 CA it 2 PF PF Pieris floribunda Mountain Pieris 18 - 24" SPD Designed by Checked by 3 LF 2 IG 2 IG 2 KL 3 SP 1 TH " 1 IM 2 RP PA Potentilla fruticosa 'Abbotswood' Abbotswood Potentilla 18 - 24" SPD k H 2 IG 1 IM RCA Rhododendron carolinianum Carolina Rhododendron 2 - 2 1/2' HT. Issued for Date 6 IT 1 IM 4 LF 6 LF 1 T 6 LF 1 H - RV Rhododendron viscosum Swamp Azalea 2 - 2 1/2' HT. July 10, 2015 RC Rhododendron x'Cunningham's White' Cunningham's White Rhododendron 2 - 2 1/2 HT. 5 LF : RP Rhododendron x 'Olga Mezitt' Olga Mezitt PJM Rhododendron 2 - 2 1/2 HT. 2 ICC SP Spiraea x bumalda 'Little Princess' Little Princess Spirea 15 - 18" SPD. Not Approved for Construction 2 TG TG Taxus cuspidate 'Greenwave' Japanese Yew 18 - 24" SPD , r. _ 2 IC 2 IGC 3 LF 2 LF 2 IGC TH Taxus x media 'Hatfieldii' Hatfield Yew 3 - 4' HT. 2 ICC 3 LF 2 LF 2 LF VD Viburnum dentatum 'Arrowwood' Arrowwood Viburnum 2 1/2 - 3' HT. e 2 LF 5 K9 10 L • - - .! Shrub Planting Scheme B4 Shrub Planting Scheme B5 Shrub Planting Scheme B6 Drawing Number U nits: 47, 48, 49, 50, 51, 52, Units: 53, 54, 55, 56, 69, Units: 57, 58, 78, 79 1,� 0� 2_ 9 637 64, 65, 66, 67, 68 70, 719 727 73, 74 Lm4 JUL 16 2015 20 0 20 40 SOUthold Town Sheet of Planning Board 19 21 SCALE IN FEET Project Number 29305.00 P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LA.dwg 0 V s 1-7 X X X x }llr Engineering, Surveying & ✓ J r ✓ �Glljlfla ` Landscape Architecture, PC 100 Motor Parkway r J J J ✓ JJ J J L. { , JJ J•� '� J,� JJ ,�� .,,\ / `AI�Ir" \\ O Suite 135 CD MEADOW MIX h Hauppauge, NY 11788 ` $3{ ( 631.787.3400 , STOP J JJJ JJJ ` \ ,.• J J ❑� / '66 HS I19 ,f "JH t_.:�- 111 Ifs j • 14 FG 00 ' 8 IG I 1woo A I f -•3, \ , I1 1_ II F r' LAWN Ln coL Drr !'^ i ❑a "\ Z.. l.. ,...` 1.` �.__ • \\VIII//,! •/\\� .,!' r _ f ❑ J I • t ! 1 T (•) � _ � �._{ � �r-: i' -"E '\ '\ � • �� • �� I IID'\\ • � , , J J IMEADOW MIX i I ; • % `k^ LAWN r _ 80 FE r Y� 59 FE J53 HR 56 SS I r L 64 HR J ` 27 HR •/ f I 59 FE 24 SS o 24 FE 27 HR 25 HR ^r ' J Jl I JJJ JJJ JJ JJJ ` \ 26 HR / 6 -IG l 6 ' IG 24 F7E / 13 H - . eI o�J N5 FG J 9 FE 8-...F.E. `., .JJ; JJJ i^• _.............__._.......__. - � LAWN ___...., .. JJJ J • 214 VM 306 VM i 26 LF 22 LF Elm 5 KL KL J ' j_ ".". , .. S� , :� \ JJJ J• \ .,. �J — .a / •-gym + + + + \ \ } O ING SET K ' Th EN ;.01 RC 4 RC 6 IG \ IM1T OF IRRIGATION ; ` ' r' \ 25 HR 12 HS } , 4 IT 4 IT 0 IG (TYP_)<_ �\ �;-i , `�-�u � 7 IG �� -\ LIMIT°OF � _ _ 18 SS r TENNIS COURT l EADOW M LAWN CLUBHOUSE LI `OF - ., MEADOW MI EN L IMIT\ OF \ J i i v EN - \,IRRIGATION 6 RCA 21 SS \ M._.. 2 Jkl \ « ` \ — — ---- -- LAWN -- ------ --�/; ` , 5- LAWN EN EN \ t - - —, e� _r.....M..� ._I .. I _:� JJ / / % r/ \� \ "lull\' > LIMIT OF4R IGATION11Ck -1M : + JJJ _ ___` (TYThe heritage at -�`-T'<�_ ( ME DOW MIX E t Cutch g e O U , t 71 ..�._.._-... RCA .".L._.--^� fie,... 1.-r 4 ? `E N r- - Cutchogue New York 1 1 i _...; Town of Southold MEADOW MIX N + p.. No. Revision Date Appvd. +. I III 11LA ? 12 CA ' + a • - 39 SS _ + + 15 HR 7 A +++++ + I N 15 H R + + + + I --CA LAWN 9 IG Designed by Checked by f %_i , LAWN t` i Z o 16SS r `pp'' Issued for Date LAWN , , , July 10, 2015 Not Approved for Construction Y r abe 1 , b , Q ,. 1 LIMIT OF IR DATION F 3 `'MEADOW MIX Q Drawing Number 1 0 JUL 16 2015 20 0 20 40 Planning Board Sheet of T Southold Town At r , 7-" 0 20 21 SCALE IN FEET Project Number 1n 29305.00 1 i P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LA.dwg 00 HARDWOOD STAKES OR DEADMAN (TYP.) TREE PIT ROOT BALL GUY WIRE ,,:UNK 3"=—{ Notes: HARDWOOD STAKES OR DEADP' A "I 1. STAKING IS NOT REQUIRED FOR TREES UNDER 10" HIGH. TREE PIT 2. PAINT TOP OF STAKES ORANGE ROOT BAI OR REFLECTIVE RED TAPE. GUY WIRE HOLE — THREE TIMES ROOTBALL DIAMETER WITH SLOPED SIDES 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. u A DntAinnn CTA 1lCC Source: VHB MIM JLU- r_U JIUCJ LD -604 otes: NOT REQUIRED FOR :R 3" CALIPER. TREE TIE WEBBING LY TIED) 'OP 6" OF STAKES ORANGE -ECTIVE RED TAPE 3" HARDWOOD STAKE KES 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); YNTHETIC 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 PLANTING TRANSITIC AMETER BLACK 'D RUBBER HOSE - SEE GUYING SCHEDULE ZE SHALL BE SET 2" ESTABLISHED FINISHED SARK MULCH, DO NOT JLCH WITHIN 3" OF TRUNK. FORM 3" HIGH SAUCER. 2"X2" HARDWOOD STAKE OR DEADMAN LOCATE TWO OF THE THREE GUYS ON THE UPHILL SIDE OF THE TREE. UNTIE AND CUT AWA) FROM 1/3 OF ROOT E IF SYNTHETIC WRAP I' REMOVE COMPLETELY. SIT ROOT BALL ON E) UNDISTURBED SOIL OF COMPACTED SUBGRAD I,I_101M:Y-,TQRaII AA 194 ----� PLANTING TRANSITION SLOPE A_op �Yr 4"" LOAM AND \e�'�qk.� SEED OR SOD 4 ON FILL��'�,�� Tree Planting on Slope 1/12 N.T.S. I I A nn\A//1 n C`TA I/r-C` Notes: VVI 1 rl JLIJr'CU JIULJ NOT REQUIRED FOR ER 12" HIGH. EE TIE WEBBING TIED) 6" OF STAKES ORANGE TIVE RED TAPE HARDWOOD STAKE S PER TREE) THIN 6" OF ROOT BALL) ARE SHALL BE LY EXPOSED, SET THE ESTABLISHED GRADE LARK MULCH, 'LACE MULCH OF TRUNK. CKFILL MIXTURE. FORM 3" HIGH SAUCER. AND CUT AWAY BURLAP 1/3 OF ROOT BALL (MIN); ITHETIC WRAP IS USED, /E COMPLETELY. SIT ROOT BALL ON EXISTING UNDISTURBED SOIL OR ON COMPACTED SUBGRADE Multistem Tree Planting 6/08 N.T.S. Source: VHB LD —606 Source: VHB 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 MI_ w 00 N HOLE (THREE TIMES ROOTBALL DIA. WITH SLOPED SIDE) Notes: 1. LOOSEN ROOTS AT THE OUTER EDGE OF ROOTBALL OF CONTAINER GROWN SHRUBS. Shrub Bed Planting N.T.S. Source: VHB LD -605 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 113 (MIN) OF ROOT BALL; IF SYNTHETIC WRAP IS USED, REMOVE COMPLETELY. 6/08 LD -601 V s Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 The Heritage at Cutchogue Cutchogue, New York Town of Southold No. Revision Date Appvd. Designed by Checked by Issued for Date July 10, 2015 Not Approved for Construction 2-1 C_ JUL 16 2015 Southold Town _Planning Board Sheet of 21 21 Project Number 29305.00 P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_BOR.dwg BORING No.. 1217/06 DA GENEM 1i[Urgs IN rVAY OLOM tywep� £ NQ SPOON Mr! SANDY T Pson COARSE TO TINE •BROZN SAND, SILTY TOF501 Ma" .._ .. pf UvAnte SILTY LOIN �) W TEP LEVELS SHOWN AT TDOSE COARSE TO FIFE BROW r S= - : 7 7- .. ..._ . MEASURED oN' THE DATE INDICATED ....... 14 I= GRAVE. SSW) _ AND 1'LkY NOT BE REFLECTIVE OF 15 2 I6 • 12 + COARSE TO FIi1E BU14ti OD DAILY Olt SEASONAL VARIATIONS .- v .. .... _ _.. LIGHT BR0M to D AND' XN IgE . GP�pC7NDGIATER LEVEL , - .,.,. GRAIUFL, OCCASIONAL LARGE 2) THE BORING RESCLTS 10 XS.... OAVEL (SV) CRAVEL 4SW} REPRESENT 0tM—SURF4CE COARSE TO FINE BROWN WD ... COIMTTEONG AT THE B0,1140 ,., j ,.,.._. .• .. .... ,.... CUARSL TO FINE Bpg� D LOGATIONS ONLY AND ARE VOT _ ._ .. ..,., LIGE'T I�P,OWiv SAND PND REPRESB11TAATVVB GRAVEL CSW) GRAVEL (SV') OF CaNDITI1I23S AT OTHER , 6 25 12 14- -- - .r. _.rt • .iMM•rrw. • • •ri _r.i._ . 10 .... o , .... -- _ 12 14 20 12 11 12 E1ID OF BORING: 25'0"' 1;0 DATER E73C011V T EKED . 14 5 12 17 w END OF BakENG: 25' p,' . 6 BORING No. DAf � 2 f 710 6 SEVAT 0 k SILTY TOPSOIL ...�.r~ SILTY LO& CDAA5E To FIDE IROVN SAND AND GRAVEL, DCCAS1019AL 12 15 LARGE GRAVEL (5F l SCJ) 19 COARSE TO . FIDE R,ROWN P_�m LIGHT BROWN SAND AND GRAVEL (SV) 10 14 15 2D 12 14 20 15 14 15 I jr 100 GENERAL M07F,,$ BORING mo. 1217/06 om" m FKV *i`ic < &A" NO, oeC=W11"q OF 2 X -M SPOON Mr! SANDY T Pson COARSE TO TINE •BROZN SAND, W PrT Ma" _. Ht7. pf UvAnte •TO-F60IL Sb,iE SILT, SDME GRAVEL (%f) COARSE TO FIFE BROW r S= - : 7 7- .. ..._ . - ....... ....... I= GRAVE. SSW) _ LIGHT BROWN SANS? Ali 15 2 COARSE T'O EINE BROWN Mt to 19 ,. 24,_ ►y 24 L4 LIORT PROM' SAND AND GRAVEL {SW) OCCASIONAIL, LAR .,_. OAVEL (SV) �5 COARSE TO FINE BROWN WD ... 10 ,., j ,.,.._. .• _ . _ .. .... coARSE'...TO -FINE DROWN AND GRAVEL (SW) LIGHT BROWN SAND .AND GRAVEL CSW) 25 12 14- -- - C�NERAf,. Nb7'�$ V(L 25 12 ib b_ _ .. ......, . _...... J1. , WD OF IORING; 25`0" END Oir • BORING: 251011 BORING No. 3 DAM 1217106 VJW4uW ME-VA-3Wi: IN FEU �Ianr� tea sra / OILTY TOPSOIL."` 17 SILTY OAX, 7 00A.RBE TO FINE EROVN 'Al'iD L101iT BROWN SAND AND 14 _ GRAVEL (SW) 12 15 12 14 15 11 1 V.. 10 80R.ING No. 7 pAi 1215/46 mB�+Jk X -M SPOON OP SO IL SAbtmg L1C i?7N W PrT Ma" _. Ht7. pf UvAnte •TO-F60IL ..r. ..14. .. ..._ . _.. ..., ...... ....... ....... SILTY Loo _ LIGHT BROWN SANS? Ali 15 COARSE T'O EINE BROWN Mt GRAVE..., OCCASIONAL LARGE 19 ,. 24,_ ►y 24 L4 LIORT PROM' SAND AND GRAVEL {SW) OCCASIONAIL, LAR .,_. OAVEL (SV) COARSE TO FINE BROWN WD ... _..._. ,., j ,.,.._. .• _ . _ .. .... coARSE'...TO -FINE DROWN AND GRAVEL (SW) LIGHT BROWN SAND .AND GRAVEL CSW) 12- .r. _.rt • .iMM•rrw. • • •ri _r.i._ . illioliplill I - - GENERAL MOTES WIC, 25'7" .._ . Y. yrp. .,.w µral•.r .rn..,.,.w.. �..M .. ,14 14 _ 17 5 24 END OF BORING: 25'0" BO INGor ~ Wa 1215106 Oemm t. NC3TM CF 9AWi8 OP SO IL ...� _,_ . ... ,.,�.... �,. .SILTY LOAM, TRACE GRAYT5R _. _—. _.. r..... ,...... ...... SILTY LO&. ..r. ..14. 12 14 COARSE TO FINE' BROWN AND _ _ 21 �p .. _ ... LIGHT BROWN SANS? Ali COARSE TO • FIVE iBIRIOWN- AND GRAVE..., OCCASIONAL LARGE .. ..,...... , _ 11 ..r 14 ►y 24 L4 GRAVEL ) f SW GRAVEL {SW) 26 9. COARSE TO FINE BROWN WD ... .,.. ..__ .. . _. ......... LIGHT BROWN SAFE} AND GRAVEL (SW) 12- 16 14 10 14 11 12 E1ID OF BORING: 25'0"' 25 15 END OF ZORINC: 25 ' o't BORING. No. 1215io6 ..� N t'E f Lk t '3 WG CF 9AWi8 OP SO IL ...� _,_ . ... ,.,�.... �,. .SILTY LOAM, TRACE GRAYT5R _. _—. _.. r..... ,...... ...... BROWN SILT (SM). 12 14 ,.... ., r. ... ,, COARSE TO • FIVE iBIRIOWN- AND LIGxT BROIMN SOD .= .. ..,...... , _ 11 ..r 14 r_r.. GRAVEL ) f SW 1U 9. 14 2 11 12 E1ID OF BORING: 25'0"' �sraE.t�c: NdT1� General Notes 1. SOIL BORINGS PERFORMED BY SLACKE TEST BORING, INC. ON DECEMBER 5, 2006. 2. SEE UTILITY PLANS BY VHB FOR BORING LOCATIONS. E O V s Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 The Heritage at Cutchogue Cutchogue, New York Town of Southold No. Revision Date Appvd. Designed by Checked by Issued for Date July 10, 2015 Not Approved for Construction P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00-SMP - REV.dwg Q) L a 0 U) L IL 0 N u7 d N 0 N T D 0 0 0 z Q J a a_ r7 0 0 N 0 N T 3 6 c O Q) a Impacted Material Calculations THE SUBJECT PROPERTY WAS DIVIDED INTO 9 MITIGATION AREAS (PS 1 THROUGH PS 9) BASED ON THE DATA PRESENTED IN THE PESTICIDE REPORT PREPARED BY NELSON & POPE DATED NOVEMBER 8, 2007. THE FOLLOWING TABLE OUTLINES THE QUANTITY OF ARSENIC IMPACTED SOIL TO BE STRIPPED FOR EACH AREA: Region Area (SF) Strip Depth (FT) Volume CF Vol. CY PS 1 286,891 0.5 143,446 5,312.80 PS 2 215,480 0.75 161,610 5,985.56 PS 3 205,367 0.25 51,342 1,901.55 PS 4 213,487 0.5 106,744 3,953.46 PS 5 196,441 1 196,441 7,275.59 P S 6 227,049 0.75 1701287 6,306.92 PS 7 303,358 0.5 151,679 5,617.74 P S 8 171,732 0.5 85,866 3,180.22 PS 9 183,519 0.5 91,760 3,398.50 Total = 2,003,324 42,932 IMPACTED MATERIAL HANDLING NOTES: 1. ALL EARTHWORK RELATED TO ARSENIC IMPACTED SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE GUIDELINES SET FORTH BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES, NYS DEC AND ANY OTHER RESPONSIBLE AGENCIES. 2. ALL WORK RELATED TO ARSENIC IMPACTED SOILS SHALL BE AS DIRECTED BY THE OWNER'S ENVIRONMENTAL CONSULTANT THROUGHOUT CONSTRUCTION. 3. CONTRACTOR TO STRIP SOIL IN PHASE I WORK AREA AS INDICATED ON THE PLAN. SOIL TO BE STOCK PILED IN PHASE 11 AREA AS NECESSARY. MATERIAL TO BE STOCKPILED FOR LONGER THAN 72 HOURS SHALL BE COVERED WITH POLYETHYLENE PLASTIC. 4. AFTER STRIPPING OF PHASE I PORTION OF SITE, ENVIRONMENTAL CONSULTANT TO PERFORM END POINT SAMPLING TO DETERMINE THAT NO FURTHER STRIPPING OF MATERIAL IS REQUIRED. ANY TEST RESULTS THAT DO NOT MEET SCDHS REQUIREMENTS FOR ARSENIC LEVELS SHALL BE STRIPPED FURTHER AND END SAMPLES BE RETAKEN AS DIRECTED BY THE ENVIRONMENTAL CONSULTANT. 5. ONCE PHASE I STRIPPING IS COMPLETE, THE IMPACTED SOIL SHALL BE BURIED IN SOIL MANAGEMENT AREAS (SEE SOIL MANAGEMENT NOTES) LOCATED WITHIN THE PHASE I PORTION OF THE SITE AND PHASE 11 STRIPPING SHALL BEGIN. THE SAME PROCEDURE SHALL TAKE PLACE FOR PHASE II PORTION OF THE SITE. Soil Management Calculations IT IS NOTED THAT ALL ARSENIC IMPACTED MATERIAL IS TO BE HANDLED AS FOLLOWS IN ACCORDANCE WITH SCDHS GUIDELINES: 1. MATERIAL SHALL BE BURIED AND CAPPED WITH MINIMUM 1 FOOT OF NON -IMPACTED MATERIAL. 2. SOIL IS MIXED WITH CLEAN SAND MATERIAL AND TEST RESULTS INDICATE THAT ARSENIC LEVELS IN THE MIXED SOILS ARE BELOW THE REQUIRED 4 mg/kg THRESHOLD. THE FOLLOWING TABLE CALCULATES THE QUANTITY OF IMPACTED SOIL THAT MAY BE BURIED AT RECOMMENDED DEPTHS WITHIN EACH SOIL MANAGEMENT AREA: SMA Area (SF) Depth of Fill (FT) Volume (CF) Volume (CY) 1 75,000 3 225,000 8,333 2 28,600 5 143,000 5,296 3 61,000 5 305,000 11,296 4 22,500 5 112,500 4,167 5 43,800 5 219,000 8,111 6 61,300 3 183,900 6,811 7 23,000 4 92,000 3,407 8 14,800 3 44,400 1,644 9 18,000 3 54,000 2,000 Total = 51,067 SOIL MANAGEMENT NOTES: 1. AS SHOWN, THE SITE IS CAPABLE OF HANDLING APPROXIMATELY 8,100 CY OF ADDITIONAL IMPACTED MATERIAL THAN IS ANTICIPATED. 2. ANY ADDITIONAL MATERIAL ENCOUNTERED SHALL BE BURIED IN THE SOIL MANAGEMENT AREAS AND IF REQUIRED, MIXED WITH CLEAN SAND MATERIAL AND USED FOR BERM CONSTRUCTION AROUND THE PERIMETER OF THE SITE. CER SOELMANAGEMENT PHASE I 60 0 60 120 SCALE IN FEET V Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 iNil Emil �m q The Heritage at 'o Cutchogue Cutchogue, New York Town of Southold No. Revision Date Appvd. 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 MANAGED IN ACCORDANCE WITH THIS PLAN AND THE DIRECTION OF THE ENVIRONMENTAL CONSULTANT PRIOR TO THE START OF ANY CONSTRUCTION OF INFRASTRUCTURE. 3. THE CONTRACTOR IS REQUIRED TO ADHERE TO THE REQUIREMENTS OUTLINED IN THE PROJECT STORMWATER POLLUTION PREVENTION PLAN. 4. CONTRACTOR TO REFER TO SEPARATE SOIL BORING PLAN AND SITE PLANS FOR ADDITIONAL INFORMATION. 5. 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. 6. FILL MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 7. ANY MIXING OF IMPACTED SOIL REQUIRED SHALL BE DONE SO IN ACCORDANCE WITH DIRECTION OF ENVIRONMENTAL CONSULTANT. 8. CONTRACTOR SHALL KEEP A WATER TRUCK ON SITE AND ANY OTHER MEANS NECESSARY TO CONTROL DUST DURING THROUGHOUT CONSTRUCTION. 9. CONTRACTOR TO UTILIZE NON -IMPACTED SAND AND LOAM MATERIALS FOR STRUCTURAL FILL AND TOPSOIL RESPECTIVELY. 10. NO IMPACTED MATERIAL SHALL BE PLACED BENEATH DRAINAGE RESERVE AREAS OR AT THE BASE OF DRYWELLS AND SANITARY SYSTEMS. 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N.A. Property Spill 0.00 0.0 0.0 N.A. N.A. Site Lighting 1.14 21.3 0.0 N.A. N.A. Fixture Mounting Height: Pole Mounted: 73, 14' AFG (12' Pole + 2.0' Base) Proposed Poles meet 140 mph sustained winds. Additional Required Equipment: (64) - PS4S12C1 BZ - (12'X 4" X.125", Square Steel Pole, Side arm mount) (9) - PS4S12C2BZ - (12'X 4" X.125", Square Steel Pole, Back to Back 180*) (8) - SBL -16 - (Standard Backlight Shield) ***Customer to verify voltage, photocell, post -top and color prior to placing order.*** II. � - ",� .� . �� I , . D F\ � •-- 1200 92nd Street - Sturtevant, WI 53177 TM www .cree.com - (800) 236-6800 Project Name: Heritage - Cutchogue Revision 3 Date:6/19/2015 1Z Scale: V=40' Filename: S:\S-OUT\141209HC1CJWR3.AGl 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. Customer responsible to verify ordering information/ catalogue number prior to placing order. 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SHI .5 1.6 b.6 0. 3.6 3.7 4.2 3.6 1. 7 .4 b.1 0.1 0.1 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 b.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 b.o 0.0 0.1 0. 0.5 2 },:, .4 0. 0.3 0.8 11 ,x2.0 '! 0.2 0.1 0. / o 1 0.1 0.1 0.1 0. 1.1 4.1 8.3 °.l 2 4 0.7 0.2 0.1 0.0 0.0 b.o 0.0 0.0 b.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 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.2 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 0.0 ' .0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 b.2 1.8 5.3 2.1 ' .9 .1 2 2.6 3.1 2.7 ' :3 ' 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 b.0 0.0 b.o 0.0 0.0 b.0 0.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.o 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 b.l 0.0 b.0 0. tt .o 0 0.0 0.0 0.1 0. 2.0 .4 0.1 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 0.0 0.1 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 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 0.1 0.6 2. 5.4 '_ t 0.0 sPG�s9 \4.7 2. 2 .6 1. 1.2 1. 1.5 :Z 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0. �` ` °� `° °' `' '. 'V 'V ° D' - °" `" �" V' �'O " A 1 P-GRS MH: 10 MH: 14 MH: 1 0 O ' " 1-•-j / 0 0 • 0 0 ' o b.o b.o b.o b.o b.l 0.2 0.1 b.o b.o b.o b.o b.o b.o b.o 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 b.o b.o o b.o b.o b.o b.o b.o b.o O.o 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 0 o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.l 0.1 0.2 0. �,t, 2. 4 6.8 ,,4 212.9 2.1 1. "i b.2 0.1 b.o b.o b.o b.o b.o b.o b.o 0. N 3 / 1 3 3 0 V\YI L14 L� MH: 14 0 `' b.o 0.o 0.0 0.0 0.o 0.0 b.0 0.0 0.0 0.0 0.0 0.o 0.0 b.o 0.0 0.0 0.0 0.0 0.0 0 ) 0.0 0.0 0.0 .0 ' . 0.o 0.0 b.0 0.0 0. 0 U. .0 0.0 0.0 0.0 0.o 0.o 0.0 0.0 0.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 b.o 0.0 0.0 0.0 b.o 0.0 0.1 0.2 b.3 0.3 0.2 0. Q' MHP Off\ 2.4 4.2 3.8 4.5 3.6 2. /.8 1. .1 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 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 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 b.0 b.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 O.o 0.0 0.0 0.1 0.5 1.7 2.6 0.7 0.2 0.0 b. BHP 5.5 3 _ 1.4 2.5 2.9 3.3 4 _� 4 y.4 0.0 0.0 0.0 0.0 0.0 0.0 b.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 U.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 b.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 0.0 0.0 0.4 2.3 3. 0 0.0 0.0 4. 4.8 2.7 0.6 0.9 1.3 `7. ^ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. o Symbol Qty Label Arrangement Lumens/Lamp LLF MHp4 Y Description O 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.o b.o 0.0 0.0 0.0 0.0 0.o 0.0 0.o 0 ) 0.0 0.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 O.o o.o 0.0 0.0 0.0 0.0 b.o 0.0 0.0 0.0 0.o 0.o 0.0 0.0 0.0 0.o 0.0 0.0 b.o 0.o 0.0 0 Pts 0.0 0.0 0.0 ' .2 2.7 2.0 .2 0.7 0.6 1 2.9 0.750 Q 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0. ° .' 1. 56 MH:1 � SINGLE 12600 MHP ORS 10640 .D o 0.0 b.0 0.0 0.o b.o 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.o 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 O.o b.o 0.0 0.0 0.0 0.0 0.o 0.0 O.o 0.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 0.0 0.0 0.0 O.o 0.0 0.0 0.0 0.0 0.0 0.0 .0 0. 0.2 0.7 1. 3 1.7 1.0 0 2.7 4. .2 b. 0.750 5. 1.7 0.3 0.1 0.o 0.0 0.0 0.0 0.0 0. BAA-S16-H-T4-EP-250PMH-MT-BZ-P L -J% • 0 0.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 b.o C.0 b.o 0.o 0.0 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 0.0 b.o b.o 0.0 0.0 0.0 0.0 0.0 b.0 b.o 0.1 0.1 0.0 0.0 b.o b.o 0.0 0.0 b.0 0.o 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.0 0.o 0.o I _ b.2 0.5 1. 126 3.2 1.8 ' 0 1.5 3 10 3 .0 0. BSPGRS �1.I .3 2.9 0.8 0.1 0.0 0.0 0.0 0.0 0.0 0. ° 0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.o 0.o 0.0 0.o 0.0 0.0 0.0 0.o b.o 0 C b.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 b.0 0.0 0.0 b.l 0.0 0.o 0.0 0.0 0.1 0.2 0.3 0.3 0.2 0.0 0.0 0.0 0.o 0.1 0.1 0.1 0.1 b.l 0.0 0.1 0.3 1.0 2.2 ..0 .0 0. BHP s 2. 1.6 1. 4.0 15.0 3.4 j 0 0.8 3 PGRS MH: 10 0.0 0 4.6 1.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0. .0 .- 0 0.0 0.0 0.8 1.2 0.9 0.4 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.0 I 0.0 0.0 0.o 0.1 0.1 0.1 0.0 0.0 b.0 0.0 0.0 0.1 0.2 0.3 0.2 0.1 0.1 0.1 0.3 1.6 3.1 2.9 1.3 0.0 0.0 0.0 0.0 0.4 0.8 1.1 0.8 0.3 0.1 0.3 1.7 5 3. 0 4.4 1. '. 2.0 3.1 3.6 ,.'4 b. 0.5 2.1 .9 `]. 0 0.0 o.0 0.8 0.3 0.1 0.0 0.0 b.o 0.0 0.0 0.0 0: 0 r -I o • 0 0 ' o ' '.1 0.7 b.l o.l 0.2 1.2 2.5 2.5 1.4 0.0 b.0 0.0 0.0 0.3 0.6 0.9 0.6 0 3 0.1 0.1 0.2 0.5 0.7 0.7 0.5 0.0 0.0 0.0 0.0 0.0 2.0 3.2 1.9 0.5 0.1 0.1 0.3 1. 4.7 3 7 .0 0.0 2.8 0.5 0.2 0.3 1.3 '.0 ' 0.0 B s6. 0.8 1.0 1.3 �4 0. 0.2 0.2 O. MHPGRS 0.0 0.0 0.0 0.1 0.0 0.0 0.0 b.o 0.0 0.0 0.0 0.0 b. PGRS ; 10 n^ M1:10 �Y ''° (�Oobt ) , 11.5 .4b.8 0.1 0.1 0.3 1. 3.5 3. 0.0 0.0 b.0 0.0 3.0 5.9 3.0 b 6 0.1 0.1 0.2 1.5 4.3 4.3 0.0 0.0 0.0 0.0 0 0 8.4 .4 0.6 0.1 0.0 U 6 0 0 10.8 3.6 0.6 0.1 0.2 0 2 2 4.1 5.8 0. 0.6 0.7 .� 0 b. 0.1 0.0 0. Q' .0 b.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o 0.0 0. O MH: 10 0.0 0.0 0 1. s 0 11.5 .7 0 7 0.1 0.1 0.3 1. 6.5 6. 'i 0 ') s - 4 0.0 0.0 0 86 0 0 MH: 10 0.0 0.0 0.' BSPGR' 2.9 3. 2 .1 1.1 0.8 0. / .1 0.0 0. 0.0 0.0 o. 8.' 0.0 0.0 0.0 0.0 0.0 0.0 O.o 0.0 0.0 0.o 0.0 0.0 0.0 0. �I BSPGRS 91 MH:10 e S S . MH: 10 J $5 MH: \ MH: 10 0 0.0 0.0 0 0 90 0 ) MH: 10 0.0 0.0 0 0 MH: 10 0 0 87 0.0 0.0 0 Q � 0.0 0.0 O.o 0. BSp3bs9' 9.8 6 3. .6 3.9 2.1 1.4 • .3 0.1 0.0 0.0 0.o 0.0 0.0 0.0 0 6. 6.3 2.8 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. '10 / 0.6 n L'J Luminaire Schedule Label Avg Max Min . Max/Min Property Line 0.00 0.2 0.0 Symbol Qty Label Arrangement Lumens/Lamp LLF Total Watts Description 9 BAA -S12-2 BACK -BACK 12600 0.750 3420 BAA-S12-1-1-T3-EP-150PMH-MT-BZ-P .' 1. 56 BAA -S12 SINGLE 12600 0.750 10640 BAA-S12-H-T3-EP-150PMH-MT-BZ-P 8 BAA -S16 1 SINGLE 22000 0.750 2304 BAA-S16-H-T4-EP-250PMH-MT-BZ-P L -J% 1 378 1 BSP-GRS I SINGLE I 9000 0.750 48006 BSP-GRS-V-FC-100PMH-MT-BZ-P Footcandles calculated using predicted lumen values after 50K hours of operation Label Avg Max Min Avg/Min Max/Min Property Line 0.00 0.2 0.0 N.A. N.A. Property Spill 0.00 0.0 0.0 N.A. N.A. Site Lighting 1.14 21.3 0.0 N.A. N.A. 89 188 ° ! 0.0 0.0 0 0 Q O.o 0.0 b 0 Q ' ) Q 0.0 0.0 0 BsP_G 0 0 0.0 0.0 O.o 0.0 0. 5. 3. a A 1;8 5.4 2.3 :9 .8 0.9 0.0 O.o 0. 0.0 0.0 .0 0.0 0.1 0.6 2.3 2.9 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 D.0 0.0 0.0 0.0 0.0 0. . I I;� '�'\::) MH: 14 9SP4 MH: 10 BSP4 /" '0 n�+90 b.0 0.0 0 0 0) 0.0 0.0 0 o 0 0 0.0 0.0 0.0 2. 48saG4k 2.9 b 9 MF1�.I 0.0 0.0 0.1 ' .1 b.3 1. 2.7 ].2 5 3.0 3.4 5.0 3.1 2 ' .3 3 2.6 0.0 0.0 0. 0.0 0.0 ' .0 0.1 0.2 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 b.0 0.0 0.0 0.0 0.0 0.0 0.0 b. Fixture Mounting Height: BSP4 BSPGR MH: 10 BSP -GR e�g MH: 10 BSPGR I .0 N. 1MN:i9. 3.5 0.9 0.0 0.0 0.o 0. MH +� GR o - Marr 0.1 0.1 0 6Mr�: s ' BSP -GR ' 3.4 b.l b.l o.l b.3 1.9 3.8 4.0 .0 9.2 2.7 2. 6roB:,�6 3.2 0. 0.2 0.2 0.6 b.6 b. 0.9 1.8 2.7 3.6 .6 6. b.0 0.0 0 0.0 b.0 0.0 0.1 b.l 0.0 0.0 b.0 b.0 0.0 b.0 0.0 0.0 0.0 0.0 b.0 0.0 b.0 0.0 0.0 0. Pole Mounted: 73, 14'AF(12' Pole + 2.0' Base) MH: 10 BSP�,R BSPGR � MH: '.0 O 6 2.8 1.5 1.3 0. 3 0.4 1.7 4.0 4 4 .4 13.53.5 2. BM�:,d• 3.0 b 0.2 0.3 0.4 1.9 2 ,04.3 2. 4 5.3 4.7 5.8 3.1 1.0 0.3 0. 0.2 0.3 0. 2 3.6 2.9 2. 4. 1.6 1.1 0.6 0.5 0.8 1. 9 0. 9 0.8 1.3 2. 14.9 MH °trry 0 0.0 0.0 .0 b.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 0.0 0.0 0.0 0.0 0. 1.6 1. 0 0.4 0. 12 .2 5.6 .3 3. 5.6 5. 3.2 .0 1.4 7 0.5 1.0 1.3 2.3 2.8 2.9 .6 6. j3.2 2. 3.6 4.Q 2.7 2.0 1.6 1.4 0.9 0.5 .1 1.5 2.0 I. 3.3 2.7 0.9 0.7 0.4 .9 5. 9 2. ORs Q' 0.3 0.1 0.0\.0 0.0 0. 0.0 0.0 0.0 b.o 0.0 0.0 0.0 0.0 0.0 0.o 0.0 0.0 0.0 0.0 0.0 0.0 0. Proposed Poles meet 140 mph sustained winds. MH: 14 .0 6 1.2 1.7 3.2 4.3 4.3 3.7 1.7 1.2 0. 3 3.7 4.0 3. 3� 1. F 0.9 1.0 1.6 3.1 4.2 4.3 3.9 1.8 1.3 0. .2 3.0 3.4 4.8 5.2 2.0 1.4 ' 0.6 1.7 .8 12. 0.9 J.0 .5 0.9 0.2 0.1 0. 0.0 D.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 0.0 0. 12 BAA -S12 / BSPGRS H:. 4 H 1d. Ft, '1 PGRS MW 10° " Additional Required Equipment: ` ., .4 0.7 0.3 0.3 0.8 1.3 3.3 4.g �.3 3.0 2.8 1.0 0.7 0 4 0 6 0.9 2.6 2.9 �.3 A.8 3.4 1.4 1.0 '.4 .4 0.8 1.2 3.2 3.�1 5.43 3.4 2.8 1.0 0.6 0 3 0. 0.8 0 4 b.6 0.9 2.1 3.2 '2.9 2 0.6 '.5 0.8 3 MH:,o 6 4.8 2.0 0.3 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. i BAA 512.2 BAA 12.2 " (64) - PS4S12C1BZ - (12' X 4" X .125", Square Steel Pole, Side arm mount) I ,.:; n - 'n �. 1.5 0.7 0.3 .3 0.7 1.3 1.9 2.8 3.1 3.4 1.9 1.4 0. 0. 1 0 1.6 1.6 3.4 3.1 2.8 2.0 1.4 0.8 .3 3 0.8 1.4 2.0 3.5 3.3 4.1 1.9 1.5 0. 0.3 0. t . �. 0.8 0.4 0.6 1.2 .4 0.9 0 .3 0.2 0.6 2. .9 6. 0 2.9 2.7 0.5 0.1 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.0 0.0 0. 1 P1 PGRS 10 L••► 6 1.3 2.2 3.9 5.4 5.3 4.2 2.3 1.3 0.2 0. b.5 0.7 b.8 b.9 0.9 . . 0 2. 2.3 1.6 1.1 1.1 0.8 0.7 0. 0.3 . 1.1 2.5 3. ._ 6 2.5 0.7 1.1 1.8 3.3 5.1 5.0 4.3 2.4 1.6 1. .9 2 3.8 1.7 1.0 0.9 0.4 0.2 0.3 1. .0 0.0 0.0 0.0 0.9 0.4 0.1 0.0 0.0 b.0 0.0 b. 0.0 O.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 0.0 0.0 0.0 0.0 0.0 0.0 0. (9) - PS4S12C2BZ - (12' X 4" X .125, Square Steel Pole, Back to Back 180*) MH 0 8 1.9 .7 3. ' .0 0.7 0.3 0.2 0.1 0.2 0.4 1.5 2.5 2.9 .8 6.7 .0 3. 6 5 5. 3.3 0.8 0.1 0.1 0.4 1.4 2.9 2.9 .8 6.8 3.0 2. 6.5 5 3.2 ' .9 0.8 1.1 1.7 1.9 1.8 2.1 2. 9� 3.0 2 6.8 4� 6 2.8 b.o b.o b.o o ^�'Q, 0.0 0.0 0.0 O.c o.l 0.o 0.0 0.0 0.0 0.0 0.0 D. ' .0 0.0 ' 0 0.0 0.0 0.o 0.0 0.0 0.0 0.0 0.0 0.0 0.o 0.0 0.0 0.0 0. O (8) - SBL -16 - (Standard Backlight Shield) o / 'P -GR BSPGRS 3 2.9 1.7 0.7 0.1 0.0 0.0 1. ^ ^.7 0 7 0 13. 0 0.0 0.0 0.0 1. y., .8 0 5 D 12. 1 14.13.5 2 sp GRs 6 11. 0.o 0.0 0.0 0.0 0.0 b.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 D.o 0. 0.0 0.0 0.0 0.0 0.0 0.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o 0. 0 • y BSPGRS MH: 10 BSPGRS MH: 10 BSP4R5 MH: 10 .0 MH: 10 BSPGRS MH: 10 BSPGRS BSP-GRS MH 1 g RSP4Rs 1. 9. 8 .. 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I d. .,. - - .. 01 n re- 177 '�00 92 d Stet Sturtevant WI 53 2 0 0 9.51 ' (DEED) _ j' 7"7TM www.cree.com - (800) 236-6800 w 1 2 0 0 9.2 2 ' (ACTUAL)/Project Name: Heritage - Cutchogue Revision 3 Customer No: 01232 PC M N 1 H l.-4 Date:611912015---------/Scale: 1 "=40' /Z Footcandles calculated at grade Filename: S:\S-OUT\141209HC1CJWR3.AG1 /Z 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. Customer responsible to verify ordering information/ catalogue number prior to placing order. Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 The Heritage at Cutchogue Cutchogue, New York Town of Southold No. Revision Date Appvd. Designed by Issued for Not Approved for Construction Checked by Date July 1, 2015 PgI&o�Z1 : U � 9 E E� I JUL 1 G 2015 Board Drawing Number Sheet of 2 2 Project Number 29305.00 P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_Lightin g.dwg p 13 Beta Calm log Nriiither : R14 - S12 - H - 'I:9 - EP - 1.0 P T1 - - BZ -P Reset 6allavt i Hc'using T Reflector- t-atrll•:, �8e!tlet'1r rl a!urrrnurl, } +, 11' 41 1:-n �;,EE't E,.,t t+;!t' -':,aid}' CaFacitar - i r _ -in h ,;0i. t! ones filf::I nt ,.r• nl„ rl<< }. ignitor ti < i �,• r. r Ij :.r. - _ Lam hoider "" I 1': mol; . -__ - J1. _}..- jLjvnp Cord (included) 1 24" (i, 10 rnrn) a Len sFra mc s:cmPcrtmrnt ��_;. Cie-�d.:,l•a!urnillun Extended � irrr `carne 3e -1:i6:_ Polo Mount over lera, 3tdi l.1' d;th Patented F d r:0 ne c1 d s!: e 1 Hinge Finish o:1!vr blact; A sscmbly iw- ,s:,,,, d•'... $�. 3 s,#,'rr r.»' 1 X:. ,;:,r .m ff.., - ,. rX., x bre°p ., rG°.della a.Fz,.r,•3. J..-. �d�Qi$;, zv6• <,,x�..2.`. ..kw2::% . ... .. -f a�,. Gr:'�Er':" .Pd. YG!8x£ £. ..�&,<..rT>:� ` zo r° - 1fa pp•Pr yy i y' .`F` aa -��, «r'«. � r one n•, 'n nla•-..^ t:.• > i •d' F8•i% gt��;1''%g< f" t'� f{�f r. $€,7,c% {' Ekii#.. :� _f mil. J>inS ,uJxC t.ld.l J71. il.il. <.,... .�„ ,� It'iertna.l �r �:�.1 till: 1?Ti �.S r•:rrwiHr-d BAA S12 II T3' EPt [3<,50 PMH [3035 I1PS [9M -V 01070 Pik H 005011PS ❑DT" Out i; ©F -Fuse? *L&Mp Ab&reTia:io7ley: FrtaesT,*r, ,^:at =.,,, 100 PMH 0 07 ZIPS ® I2-12Cv 0WT-T OP -Photocell' A•.2I : _A,7etai Ezt:.t Ell50 PMH [3 100 HPS ®201-205\ ©Pr, ©Q-(;!uaxtz Standby' Nx1i = N, f: r .r, rnrn- Srvin,c E3150 HPS 1324-240'V ©;sV ❑t.-UpIEsIti D.)(_?ri'raule`' [3175 MHX ❑ 2 r-. ,7`. ❑34- 1iV •gpp [34S-4SCI- L`"tt'iis�. ® --50 HG° �W��f�,�,�Jv�W'�,W�•»�.,,.a, a-..� . , d� �; �. «W,��W'.W✓: ..�a.,.,�..�, lex W, : Eacldight Shield " ®SBL -1- NN ire Guard �.dr�Ym/Zti.;.AS?YP�'�93F".W::?lZ":�:`^:z:.'..'.Y;�'.�.�%.':��1�Yrsq?sre,I,%i.",^"Y ... �¢-'sy/."'s.; J""%%9�4"../i%R'r'T�. �"/�"�':'P24G'.,'.':':�»:.to6.;,:•:'.•�«.,.a:.ttv"..°Y.'.•'e•:�LW,i'4?✓.�'..,.... .,... '�;'^„�'..H4":^'R: .dT,.,�';P.!_' 1-13 •1EEN.=>.'I�'peIII 4 -SUN, 13'4',;z 10U1v PMF and J017HFSare .saadatd .lith 7-Mtir.•twp;c:fywltag, ,.,,_lthan h7Ta DT r _ rt r , jxt a r" a ''_)•^ h i £'-Lelay_irlse t K and nrludsa 1n1Vi Ta dual_co^tact 2 -EP i,Fi.t�r_3<_'3 Fele .n,t.0:tilt arra) ..fleet.- h, fin .11. � Dual -tae (>_ �) -allele _ yl fl t'ol 48 'v 1rel.a>t t r ii'si,i•_ fo:' RHh dull iCrr`a. 301'+i' t latup 3•l5U;' Fl1'rl, 17 15W11_'.. an 11 1_Ui'F ? :' 7 i__UC �- t as fo ' r it s 5tE? 15Cn' I P. R> ir,u rag: om—tandol'i with multi top (MT):,r;llFct o•Intcraa:icnci 50%Icrtz bails":t availut:lc, contact t,x•;t•.•n, Farling let and rerad5t ay luminaire for ].rIIP lamp, totally enclosed. Ilausing .r i. r., seamless. die cast aluminum. A•Iountln�• consists of a 1.8" *41 rnrn) gide by 7-5 -� r " (6'1 mm) highh by +S" (1a_� menrol m) loos? extruded aluminum The arru is held ill place wi(h Lwu 3/4" (9 min) inountim, rods fastened to a steel baclirlg• plate inside the pcle., and by two huts inside the rrxtare, housing' >trtirS rods are provlded with sealin�e washers to prevent water leakage. Lens,eLens,sse.mh.yiy c F-,ttlrsists of rigid 21lli}3lnilnl trARle And Ii71?,Il fTripA(;t, clear tempered Mass. LA a r C'a`l Fixture includes clear, medium base lamp. Pulwe-rated porcelain enclosed. 4kv rimed screw shell ty pct lampholder. Lamp ignitor included where.. required. All ballast asseniblies wre high power factor and use the foilowin<_' circuit types: C-ti'.-� Constant Wattage Autotransforme'r. Exr'lttsive Colorfast DeltaGuardTLt finish features an E -Coat epoxy o?:•' P rimer `;virh medium bronze ultra -durable powder topcoat. providing excellent ?s•- t corrosion, lultrniolet de,,radation and abr si n it s r..astan�-e oa n .The f. t1 h is covered by our 7 year limited warranty. ANSTIanr �oatt.A.a 1al`�k�l su .lied- tii,ii lR. dnrinr rei;im 1I1 . I1ir T.isterl in P £' [� P � P 1, U.S. and t.ar.aJat-1 wet.locations and enclotiu.eclassified IP65 Ile. ILC 529 and IEC 594. U.S. 4,689,729 11J2,01�" Beta Lighting Inc. + 1200 92nd Street. Sturtevalit. IVI 53177 800-236-6890 + www.beLa-hghting,cont _. A" T M1 F' El': b t t. 1 ✓ I-� , .µ - Poeta Catalog N rcrttbey- BAL4 - S16 -H- 7'4 -EP- 250 P.Affl - -BZ -P Reset PSaliaGI Capx�=licit Igni&ir —ti required) 6" 0 E r t r r t E E E � Cc•rd 7t! t 24" (610 j m m long) 1 Ewcteitdei3 Pott: Glorir$t &- amkass r-- PrOirirsled semi-spEcular dEe--castalum r10m fp dlffus and diffuse aluminum Dc taruarv46 fin, ism i v;rap(:r:r, and semi-sp+_::ul3r f aluminum side>s —Cl16" (406 mm)� Lamp f Fckj (Included) 65"(165mm) — Lampho6d r I R31IL st _N; Corn paruC Mn Pateset"xl Coves H ii Asscrnbiy Lcfx Frarnce D"r_', c .staluminum door frame s,,cu res lens; s,s31o_�3 with silicone-. gasket S rf•{�1 J�61P%'; $T'X&`Xd �Si�: L.,«. .j-° ks.r s<r.s .ib 6rrr.,[k rX:, t.. �✓a. e�.' (� . TyRa o.le f >t >.<; f (r, s.r rr'.,W d •.,c.z(i 3:� `-3��'it"... &•.. ,t •RiPF 3 6:,{9•..yid�Dyrr-x�8', SJ. ., t r•"i I� (i f � i'Y2 .f ,�: a ~L. Lk (tet .. P V, t�d . R_) Y$4 {� is dl �ll''�.7rl f� InOf' ift3T: nIu; G �i1nI1. 1];' iSa t'rrle _ I F t1pe r%'i�> BAA S16 H 2 41 r ,Q E�` ©'.Olt r'I`v1H ®:'S �1 J-IIJti, Q 1ti'gT� ® in rnvLuall�1 on th_ lsnes prcRrided abG•ra and abrasion. The finish is covered by our 7 year limited warranty. 0 2.` 0 PN11P [3400 HPS Q i2. -120V ® r K © F -Fusel rI am 4h nvialioaz F.c : ;i.^ =p;ro r: r,�:r�.t: ' t_ [3 320 PI�'7H� ®�'Eg 20?,r Elx','1:3 ElF'-Photc- -W M =hie.? rHiaritie 13 350 PMH' ❑ 24-24TV FB Oe Quartz StandLlys HfP." = Hi »itPl:.sur� Saziun [3 400 PMH' Q 27-2727-277V S ❑ tl'-Ur+liPaht Door Frame' ` ,�. a�.� , �.°pT•�,rP ® 34 -'?,47 r Fixture includes clear, inedium-base lamp. Pulse -rated porcelain enclosed, Oki -rated sorely -shell -type lampholder. Lamp ignitor included ;-here © 175 TM H X ® 4S -4 SOV ballast assemblies are high-power factor and use the. following circuit types: 13 25�r ® 5_-5n Hz' Reactance.: 50NV - 100N",7 PSA4:K and 5OW - 150W HPS, CWA - Constant > t t < x 1Y0 'M, HHX © 400 X3 E35--50 I -L .,�". :�a'ia'.,"�Y»'r ; ... .. * 400-236-69M + svv'm%6,-t2-lightillg,conj r i g h t 1 a S, ;�.,s ,. . . ., s:.— 4�s'Y' �"�;t ..� 9r -;•rag, -g Backlight Shield .-. _ ElSBL-1F <FR£PRgRggs Wire Guard ❑F't�r'iJ-15 Y'°en..,'nRdR3. °""v;"m•rs�rr'.`"� 1 I-T4-IE.,NAT J I'P y � 3 ...%�#. � ballast ^n 7 -t 4 -All fixtures are sty-d'and with multi .a {R.,T belles. F . } t ; :;. 2 -Dela -rata•! ,y t.r and includes lUOw T � F'a 4 du a1 -cant act 2 -EF' iExtanded PGla inountinf, arm's -Offsets tla fixture 6" _ `- All watta^as mailable in R9?PV ballot v'han ra uirad 4 of uart�latn F (not ac,ailable 277V ianctot ballafts) frond pole 6 -international 5() Ii�rtz. lball .ts availabl.=, Contact f aeo., e_ --'.squired fcr all e ierior upli^ht applica+iOlns J 3 - T1 -Reduced arvZl- ape ED'22 lalnp 7 -Must sF1 cif) trolta a other than MT 6.0' forward tzrcr- full cutoff 1uh1n31r- for HID lamp, totally enclosed. l i Field -Installed B ar'..sylrglit Shield accessory provides precise cutoff adju tability from 0° (nadir) to 30" (house -side) Housing is seamless, die cast aluminum: Mounting consists of a 1.8J' (44 trim) wide by 4.5" (114 mm) high by 6" (152 mm) long e�aruded aluminum arm, The arm is held in place with t,vri 3/8" (9 rnrn) mountin,? rods fastened to a steel bachintr plate inside the pole, and by two r1u,.a In.,ld:. the fixtur,. housing, Mounting rods are r'osYided with s.ealino u'asl7ers ro re',rent water lealta^ . Lens assembly consists of rigid aluminum frame and high impact, clear tempered glass. ical Fixture in -chides clear, mogul base. lamp; 320W - 400'N FSMH and 40OV-7 MH utilize the ED28 reduced envelope lamp, 'ul,_-rated porcelain -enclosed, 41,,1 rated screw shell type lampholder with spring loaded o�_-nter contact and lamp err ips. Larap ignitorincluded wh' ne r-q_uired. All ballast assemblies are high pc1:>r'er factor and use the follo:4'ing circuit type: Constant Wattac e Autotransformer. E:>clusivColorfast DeltaGuardTt•- finish features an E -Croat epoxy primer with an ultra -durable powder_r topcoat, pro,'idin� excellent resrnt3rc= to corrosion, ultraviolet degradation and abrasion. The finish is covered by our 7 year limited warranty. r r aae e ANSI lamp hatta� label visible during relamping. UL Listed in TS. and Canada for wet locations and enclosure classified IF65 per IEC 52'=f and IE'C 598, U.S. 4,6M729, 430n,3, 1 ; 04/16107 Beta Lighting Inc. 1200 92nd Street a Sturtevant, NN71 53177 800-236-6800 ww,-v.beta-lighting.corn A. Y..�a.. s �• v�. „ t V; Beta Catalog 1'S7r inkier: RSP- GRS - I,' -FC- 100 P111H - - $Z - P Lents- Assemt,ly f 9cj d d i oast G:,pper•tree al Lirt;!nurn a rd fb,tgIRS S lens t- 82'(Lo mmol ;'s mnU f _6 malt '^a4 rotor 1--12.0' (3Cct rnmt--.? Whirr Cont artrn-ni kinitor (Iftere requirerfi Larnphoki -r Flotising C1ie-cast a!umnurn Lamr'+ (Includer4E FWI,Nnor PrecisiorE eJuminum na�t 3s 'd .>. «-, .'xr .i L}t wi°e. ,. � �,'�i3,,>F' Lb `a d -y a..h � E.. a�f S•�' � J{aL 3fi"�.•'�fb a>�, cx. ac. J_�fslv.r X'6 'b • r s F . ) Jx-�a �'•t.itat'"!.it' i>�F�`t,. x_.i3,r�t}r'CTP'X i' �i)�ftRir3Fi` a1°;gar'"p, 0;":'1;rpt, Inch;,rssilt�Itiorethatone option, pleastYp> $S11 GItS N', FC s ©054 PATH 1:1035 HPS aA'IT` � C7BZ in niam allyl on the lines piozu r ided abe, and abrasion. The finish is covered by our 7 year limited warranty. [3 070 Pl~-IH 1:1050 HPS ❑DT' [3BK ® F -Fuse +L�"�"`�1 `}: 0 lOil PA'1H 0 070 HPS ❑ 12-120-tr` ❑wH E] P pttLr`srt-,1 P,31h` —Puty� Srx�rh�drxi i3;:z"td? atiiPHN -A:&a(H3,zri.a., [3 125 PATH [3 i00 HPS ®20-20SV OPB -Photocell, 0 {_Quartz Standby' fiPS — Higzr Pr SSury Salto nq © 150 PATH E3 150 PIPS 1324-240V ®Sv and approved for easy through-wir,ng- ,�. a�.� , �.°pT•�,rP Fixture includes clear, inedium-base lamp. Pulse -rated porcelain enclosed, Oki -rated sorely -shell -type lampholder. Lamp ignitor included ;-here 0 175 MHX (337 ^i_3 -17`V ballast assemblies are high-power factor and use the. following circuit types: Reactor 2.77V: 150W. PSMH - Reactor 120V: 35W -150W HPS HX - Hig,Ti ®-t8-4SO \rd Reactance.: 50NV - 100N",7 PSA4:K and 5OW - 150W HPS, CWA - Constant ie �Z?^d �i 44$S Sr &.. wrs i•s Ll�S �f�f if _, :�: •,G^ ,«ss'a.,n,W' "' 9D.�'„9u"`.xP. %W�oWYJ^•;;.^m:'�.aawi:n f�f ,sent ' E35--50 I -L .,�". :�a'ia'.,"�Y»'r ; ... .. * 400-236-69M + svv'm%6,-t2-lightillg,conj r i g h t 1 a S, ;�.,s ,. . . ., s:.— 4�s'Y' �"�;t ..� 9r -;•rag, -g 1-5017.r, -7Crrd, 3002 '+ fie 125W MIR and 5+117! Ifl'S ,ate 4-3517) MIS is statd.ad with 120V ballast 'I -Delay -relay type e and includes 1COW T4 dual- ontact Y standard with dual -tap OD') ballast 5-4 KI Yb t1last zv.;ilah•le for 115'4v MEXand 'y0`7,t,11n017,r & qua,tz lamp 2_150'17,'I'MK 175wA1HX, alid 131412VV & 150W 11I's 15 1,'4 III's are staldard with multi -tap (121) ballast f,_hqust sFecii�r voltage other than Itli' of LT 3 -FC Full cutoff distribution Crf,F;fro gg f Ft11 cutoff tiva11 pack luminaire. for vertically- -positioned HID lama �, totally p P I y Txt - ExclLls,ve Colorfast DeltaGuard frnisll features an ultra -durable �oti's-der I _ y , enclosed, A precision specular alturyrnl..m reflector provides, forward ihrotiv topcoat, pravidirlg excellent resistance to Corrosion, ultraviolet degradation iii th v6de distribution to ensure wide fixture spacings and maximum light and abrasion. The finish is covered by our 7 year limited warranty. levels- Housing is seamless copper -free die-cast aluminum. Lens assembly consists of a hinged, rigid die-cast copper -free aluminum frame and clear Lc•}br``h borosilicate• glass lens held securely ins, de. Lens frame is easily removable ANSI lamp wattage label supplied, visible during rel amping. 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 Basketing at mounting provide a watertight seal. The optical chamber is sealed to reduce dirt and insect Po ern contamination. Furnished v ith e -coated, copper -free, lightweight mounting 6,S67,959 and Patents Pending. box designed for installation over standard 4 -incl: scluare. or octagonal and single -gang 7 boxes and for conduit entry from top, sides and rear. Designed and approved for easy through-wir,ng- ,�. a�.� , �.°pT•�,rP Fixture includes clear, inedium-base lamp. Pulse -rated porcelain enclosed, Oki -rated sorely -shell -type lampholder. Lamp ignitor included ;-here retluired. Fixtures require a minimurn 9CYC temperature feed wire. All ballast assemblies are high-power factor and use the. following circuit types: Reactor 2.77V: 150W. PSMH - Reactor 120V: 35W -150W HPS HX - Hig,Ti Reactance.: 50NV - 100N",7 PSA4:K and 5OW - 150W HPS, CWA - Constant %Vattage Autotransfortner: 125W & 150W PSA'III and 175W AIH 07P277/06 Beta Lighting Inca + 1200 92nd Street + Sturtevant, W1 53I77 * 400-236-69M + svv'm%6,-t2-lightillg,conj r i g h t 1 a S, V s Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 The Heritage at Cutchogue Cutchogue, New York Town of Southold No. Revision Date Appvd. Designed by Checked by Issued for Date July 1, 2015 Not Approved for Construction P C, 21 0�: Zi D EIEDVE JUL 16 1.015 Southold Town Planning Board Sheet of 3 3 Project Number 29305.00 P: \29305.00 HERITAGE CU TCHOGUE\ CAD \LD \PLANSET\500' RADIUS MAP 4.11 7 8 6.1 C3 C= 0o C �o�oo��oc�oraoo�000�oo�oD0000000000rnooMo �4 N � O 0. z � 9.2 C17 c 5.2 n i o ZONE: R-80 (RESIDENTIAL LOW DENSITY A) a Z Z •W 0 C� Q0 Oo Cl aE 4.5 4.6 c� 4.4 z { H A . • 4.7 7 • F .j EVERGREEN D0-) M R. 0 4.8 ®Do �nm S37013'30"E (DEED) cC) Eli' 37004'30"E (ACTUAL;D 4.10 4.9 _ CF Y o� 221.47 O' N c ZONE: AC Lou AGRIC ® UL N N ( 0 e CONSERVATION) 3.3 •• w� COUNTY OF3 4 > o� SUFFOLK C� Io DEVELOPMENT 41 C) Ln RIGHTS U-) N z� BLOCK LINE it SECTION LINE - a 100 0 100 200 SCALE IN FEET � 26 4Q 25 N 00 24 O 10 29 1901.44' (DEED) S38 30 50 E0! ZONE• R g� _ . ,190 ®80 ("ACTUAL) ®L ®® . ®� - ®® �.:.�----,--i�J--�--� =---� o N ZONE. ZONE: I -ED -8 w O . L 23.1 � no® O Q- Ax A J J S37° 04> 40» E 269.77 (ACTUAL) ®W v Q 273.68' (DEED) NE� 20 U LO IO0 V) L 10Cy) ZONE: (HAMLET DENSITY RESIDENTIAL) , I 1113 J S37°04'44"E o .' 95.00' v w SUBJECT PARCCN EL Q o IOU 102 ®N NN � N37013'30"W 400.00' 1 �o 0 33.3 •• j �; ,• �® �0 ` � C 0 0 =N N L0 L0 ` d' 18.1 ROMAN CATHOLIC CHURCH OF THE SACRED HEART 13 12 10 17 CUTCHOGUE SCHOOL DISTRICT O ZONE: R-40 (RESIDENTIAL LOW O� DENSITY AA) O� O ZONE: R-4 1 onNORTH ST. ..... ....... . . . . ZONE: HE ` 9.2 ZO6 RIF FIN G ST. (HAMLET BUSINESS) 33.4 ZONE: R-40 c c �c C E 33.5 tSTATE 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 BILK: 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 0 s > Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 Legend ® ' 500 RADIUS Is SUBJECT PROPERTY I I i SECTION LIMIT ® BLOCK LIMIT I ZONE LINE ROW LINE 49 0 SECTION NUMBER OBLOCK NUMBER 4 LOT NUMBER 17150 CR 48 JUNG JEAN T DIST: 1000 SEC: 102 BLK: 1 LOT: 18.1 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 CUTCHOGUE, NY 11935 7800 CALLE PINABETE CARLSBAD, CA 92009 1142 GLENDON WAY S. PASADENA, CA 9030 SCHOOLHOUSE RD PO BOX 32 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 RD CURRENT USE: RECHARGE BASIN The Heritage rita e g CURRENT USE: VINEYARD CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 STUART, FL 34996 CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 No. Revision Dote Appvd. Designed by DP Drawn by DP Checked by A'- LCAD CADchecked by CS Approved by KW --[Scale 1"=100' Date February 26, 2015 17150 CR 48 JUNG JEAN T DIST: 1000 SEC: 102 BLK: 1 LOT: 18.1 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 CUTCHOGUE, NY 11935 7800 CALLE PINABETE CARLSBAD, CA 92009 1142 GLENDON WAY S. PASADENA, CA 9030 SCHOOLHOUSE RD PO BOX 32 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 RD CURRENT USE: RECHARGE BASIN The Heritage rita e g CURRENT USE: VINEYARD CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 STUART, FL 34996 CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 MARTILOTTA JACK H CUTCHOGUE, NY 11935 FREEPORT, NY 11520 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: RESIDENTIAL VACANT LAND DIST: 1000 SEC:102 BLK: 7 LOT: 7 CURRENT USE: ONE FAMILY RESIDENTIAL MARTILOTTA ROSEMARY CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL At Cutchogue DIST: 1000 SEC: 102 BLK: 1 LOT: 3.3 DIST: 1000 SEC: 102 BLK: 1 LOT: 4.8 DIST: 1000 SEC: 102 BLK: 1 LOT: 7 PO BOX 214 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 DIST: 1000 SEC:102 BLK: 5 LOT: 9.2 DIBORGHESE COSTELLO LLC BURNS DOUGLAS CUTCHOGUE, NY 11935 HANNA-KIRBY JANET DIST: 1000 SEC: 102 BILK: 1 LOT: 25 DIST: 1000 SEC: 102 BILK: 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 Parcel CURRENT USE: ONE FAMILY RESIDENTIAL 17150 CR 48 BURNS LYDIA GAMMON SCOTT 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 & 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 DIST: 1000 SEC: 102 BILK: 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 ZONING INFORMATION FROM TOWN OF SOUTHOLD Drawing Title 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 ZONING MAP DATED NOVEMBER 30, 2004 1455 EVERGREEN DR FORTE SUSAN CUTCHOGUE, NY 11935 DIST: 1000 SEC: 102 BILK: 1 LOT: 29 MEYER-SYRKIN ELAINE REV TRUST CUTCHOGUE, NY 11935 MANNINO LAWRENCE 1020 BRIDLE LN CASEY LESLIE CUTCHOGUE, NY 11935 500' Radius M a CUTCHOGUE, NY 11935 1400 EVERGREEN DR CURRENT USE: ONE FAMILY RESIDENTIAL ZAHRA CHARLES PO BOX 391 CURRENT USE: ONE FAMILY RESIDENTIAL MANNINO JENNIFER CUTCHOGUE, NY 11935 2890 HIGHLAND RD CURRENT USE: ONE FAMILY RESIDENTIAL p CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 610 PIKE ST CUTCHOGUE, NY 11935 ---------------------------- 2275 HIGHLAND RD CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC: 102 BLK: 1 LOT: 9.2 PO BOX 1137 CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC:102 BLK: 8 LOT: 3 CUTCHOGUE, NY 11935 CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC: 102 BILK: 8 LOT:32 DIST: 1000 SEC: 102 BLK: 1 LOT: 4.5 GRATTAN BARBARA MATTITUCK, NY 11952 HENDRY LENORE CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC: 102 BLK: 8 LOT: 19 SLEDJESKI THOMAS BENEDIKTSSON BEN DIST: 1000 SEC: 102 BLK: 1 LOT: 4.11 427 OSTRANDER AVE CURRENT USE: ONE FAMILY RESIDENTIAL 1000 SEC: 102 BLK: 5 LOT: 17 HIGHLAND RD BRISOTTI JOHN P DIST: 1000 SEC:102 BLK:8 LOT:25 SLEDJESKI ANN D BENEDIKTSSON DIANE NICHOLSON FRANK E RIVERHEAD, NY 11901 CURRENT USE: CUTCHOGUE SCHOOL DISTRICT PO BOX 289 DIST: 1000 SEC: 102 BILK: 8 LOT: 9 BRISOTTI MAUREEN HUBSCHMITT WADE 1170 HIGHLAND RD 1655 EVERGREEN DR NICHOLSON KAREN CURRENT USE: FIELD CROPS DIST: 1000 SEC: 102 BLK: 1 LOT: 33.4 ----------------------------- CUTCHOGUE, NY 11935 TERRY DANIEL W 210 BRIDLE CT 31 MARTHA ST CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 1250 EVERGREEN DR MAY BE SUBJECT TO PAYMENT ANJO LTD DIST: 1000 SEC:102 BLK: 7 LOT: 6 CURRENT USE: ONE FAMILY RESIDENTIAL TERRY ELISABETH C CUTCHOGUE, NY 11935 FREEPORT, NY 11520-6239 CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 UNDER AGDIST LAW TIL 2020 ATTN: CRON & CRON SALICE GARY J 2945 HIGHLAND RD CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: RESIDENTIAL VACANT LAND CURRENT USE: ONE FAMILY RESIDENTIAL PO BOX 871 LANE SALICE ANNE DIST: 1000 SEC: 102 BLK: 8 LOT: 4 CUTCHOGUE, NY 11935 DIST: 1000 SEC: 102 BLK:8 LOT: 33 DIST: 1000 SEC: 102 BLK: 1 LOT: 4.6 DIST: 1000 SEC: 102 BLK: 1 LOT: 18.1 RIVERHEAD, NY 11901 2120 CROWN LAND LN D'ELIA JOSEPH F CURRENT USE: ONE FAMILY RESIDENTIAL DIST: 1000 SEC: 102 BLK: 8 LOT: 20 DIST: 1000 SEC:102 BLK:8 LOT:26 SAYRE ROBERT E JR LEBEL ROY DIST: 1000 SEC: 102 BLK: 1 LOT: 5.2 CURRENT USE: ROMAN CATHOLIC CHURCH CURRENT USE: RESIDENTIAL VACANT LAND CUTCHOGUE, NY 11935 D'ELIA CHARLENE E ROMANELLI PAUL HUBSCHMITT WADE SAYRE JEANETTE F LEBEL DEBRA ROSE'S VINEYARD LLC OF THE SACRED HEART CURRENT USE: ONE FAMILY RESIDENTIAL 160-35 23RD AVENUE DIST: 1000 SEC: 102 BLK: 8 LOT: 10 90 BRIDLE CT 31 MARTHA ST 970 HIGHLAND RD 1755 EVERGREEN DR PO BOX 914 DIST: 1000 SEC: 102 BLK: 1 LOT: 33.5 WHITESTONE, NY 11357 MARTILOTTA JACK H CUTCHOGUE, NY 11935 FREEPORT, NY 11520 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 DIST: 1000 SEC: 102 BLK: 1 LOT: 23.1 CURRENT USE: STATE OF NEW YORK DIST: 1000 SEC:102 BLK: 7 LOT: 7 CURRENT USE: ONE FAMILY RESIDENTIAL MARTILOTTA ROSEMARY CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: ONE FAMILY RESIDENTIAL CURRENT USE: FIELD CROPS ZAHRA CHARLES J ---------------------------- SALICE CHARLES G PO BOX 214 ZAHRA JEAT T DIST: 1000 SEC:102 BLK: 5 LOT: 9.2 SALICE THOMAS P CUTCHOGUE, NY 11935 DIST: 1000 SEC:102 BLK:8 LOT:27 DIST: 1000 SEC:102 BLK:8 LOT:34 P BOX 1137 KOEHLER FAM LTD PTNRSHP 1940 CROWN LAND LN CURRENT USE: ONE FAMILY RESIDENTIAL LAKE CYNTHIA GAMMON SCOTT Drawing Number R-1 j Sheet of • �1 1 MATTITUCK, NY 11952 108 ALLEN BLVD. CUTCHOGUE, NY 11935 2270 HIGHLAND RD GAMMON VICTORIA CURRENT USE: GAS STATION FARMINGDALE, NY 11735 CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 770 HIGHLAND RD CURRENT USE: FIELD CROPS CURRENT USE: ONE FAMILY RESIDENTIAL CUTCHOGUE, NY 11935 Project Number CURRENT USE: ONE FAMILY RESIDENTIAL 29305.00 500' RADIUS MAP.DWG Q) V. A 2 rv` A O V LQ � cc cep ca N"1 0 � Wt�NJO [y q W v 4 � Q) 4-1 a v� IC♦�, � o � � � � �, tee` o 64 J W�� W y v 'K Q) CWNi` S ct N/0/F BARBARA GRATTAN o poc Q. N10N101F ROSE WNYARD LLC I W ,. J 1901.44' (DEED) x298 a W o m a �)Swo050 E Q �t�e + S3874'20"E o T x287 0,•. c> " x20.5 1904.80' ACTUAL x272 �' ,� -T --� a1 ive xl�l^ x' O W QN 4-4 cC 3 # x x x R` x �i O Q,� 3 Q �to � --K x Qc� NIOIJ* CHARLES do SAN cn a �! x ZAHRA W ®� M r S Q Rx ry ---- -x---------- A C N O N a^oai 9 x� #►` ©� x xcu RAI lul (3 1Ay It x N . - p 312 w x L O, `\` � Q r -�� `\ � � aD x 273.68- x r` ' \'fix xa i * ---- x (DEED) x --- 262 � x w NX - x t^ Nx W ! ♦ C>t O vV X; • • •, zs x hO Q •N U 30 01 �,, ` x9 /I w � ` `. to 3Cx © x ; / # • x�, 0)30 N O NC.4 �✓ 1 x�3 x -- - - -- �O x x ' ' , % ^ �, ° * • * x S37*04944" W W ^ x Ii t \ ``\`\\ x x © x ix wx • x • • x pS xm 95. ' �� O \'�+�'`� A � w � • * � H 4 � �' � � � abs GR FFI � G SL �� x x\ ` r; ,' x L • x �' » �+ * • � * x x �i x 30.5 `'* J /, `-- ---- � .3x ° �tiu—D x362 v © Q cit M 6Y - —M'AX `. * * x x t 37.7 � xM x ° © * * 'v x J x35 V W O Q , x ;'Yk x x x� e • xcy • ••x xib S3713.30"E (DEED) '% ► ;% 1^ `, ' Rx j x » * » ° ,� � C� N N 339 / \ ; ; » x306 x 4 x114 �-.S37*04'30"f ACTUAL r / /;, l r ° •*» N 9x ;! xfi3 p xI f 1 , to 221.47, 1 f i ; ~ ©x� x - -- - : _ 2 ^ l�cs---� W ,;' - * 1 /;' -�� - --`- x3 _ -:__ - --,a _ • • ; = © N37'13'30W x ; ; • : * .. ; , ° -- x30b ! 400.00 W IZ CS x x .� � x � x Q x3e2 i - T ► j >f?F CEJ �' .J / �__ - _ / • • K 11 4 x ;x x� � t ficy �cy \ - - > - x y, x , __ -- , p y Q tAi m W ; ,1 `�' x i ) _- ' - - E ~f • A Q � �x � t(�c �x 7 ♦ x ^ a\ L x J� cox V' tea w C---> c—�c—�c-�� Q -J 1� ` JAI ;x �c/��U�`��'� x A ^ , � � m A � � m xN CrIR Q7 Q - -w cS IE c -^ f x � �,"E O a � O �.��...� �,J � � � Pax � §Na � O W I'' 1 Pwr x �(j ix N36 J4 20 W ,x� s F y I x �— 33 o o"2009.22'ACTUAL) a, z9s Q S W LOT 25 2009.51' (DEED) i A o z LOT 26 LOT 27 LOT 28 LOT 29 ; LOT 33 o a LOT 30 LOT 3f LOT 32 W cc W � 2 'MAP OF HIGHLAND ESTATES" W (n MED NO. 6537 RLED APRIL 26, 1977 ¢V) RESERVED FOR PO SIBLE 2tis Ci FUTURE HIGHWAY DEDICATION U N� WzQ W RAil o�Qi tat.n, ta.. cn Ncm 4 W� -s : Q 0-RiM ,.R� CL p 1'Q, OOp40i O W ZUWC9 V Q i I . I I I I NOW/FORMERLY OF B RTHA KURCZEWSKI FORMERLY OF 1901.44' (DEED) ESTATE OF FRANK MACHINCHICK I 1904.80' (ACTUAL) S38'30' S0"E (DEED) _. —--------- --•---'------"' -_"'_ _ � _,.""""'"'_ - _..... �—. — ..._ CTU AL S 3 8 2 4 2 0 E (A ) _ -- — -- '— '" -- NOW/FORMERLY OF ZAHAR CHARLES J &A,JEANT. � � ,` , f•, ;? ,:; l` 1, E':; i`, ;� ._ .,: - - s'.--`... S37'04'40"E O 273.68 Cf) � C N En D D N I n m O mI�� q46�/ro LY D `MOWN OF SOTH f ` l ;l •JS37'04'40'E 95.00 O NOW/FORMERLY OF WILLIAM M. BEEBE & WILLIAM F. HEANEY J TENNIS COURT TENNIS COURT S,37'1 3'30"E (DEED) ,r ( 221.47' --------- S37'04 30 E ACTUAL 37'13' 30" W 400.00' LtJ Ln co NOW/FORMERLY OF r- ROMAN CATHOLIC O CHURCH OF z �1'y SACRED HEART r` tl j .- •• — tr. 1.4 OFO OF MERLY SLANDRVINEYA DS INC. CD �,�• t` ':F ``},I I; 1.f,;: `'ra 1- ;.,1 _ i:)'7 .,1 /j� :f`ti,`,, 0 r . i• j;. Z rn r� N 0 oC+ 0 I MAR 2 5 2015 I I N36454'20"W I I 2009.51' (DEED) �— SITE DATA TOTAL SITE AREA = 2,003,582 S.F. ( 45,9 ACRES ) 2,000 S.F. ( 2 ATTACHED) a 40 UNITS 1,600 S.F. ( 2 ATTACHED) 2009.22' (ACTUAL) UNITS TOTAL UNITS PROPOSED a 130 UNITS I I W W < Z Z O mooz4u- I I I I I I I I Im ::) W < � < W I i O0 W N LL 00 0 o � N Q CN N T Q � w r o = NOW/FORMERLY OF w Z '`= NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF o O _ NOW/FORMERLY OF -4--4-U Li I HIGHLAND ROAD CORP, I w I COOK, I DIVINEY, IDEMBROSKY, I ( SHELBY, I I& I I drawn bq I checked baa; do MOHRING RT. project no; z 210047 DAVID A. FRANCIS J. STANLEY JR STANLEY JR. ALDO & LOUISE PAUL M. & ONCETTA HENRY DEBORAH JOHN do SABEL I do DONNA M. do MARIE C. ICtf I lai J ii ICno m SITE DATA TOTAL SITE AREA = 2,003,582 S.F. ( 45,9 ACRES ) 2,000 S.F. ( 2 ATTACHED) a 40 UNITS 1,600 S.F. ( 2 ATTACHED) 90 UNITS TOTAL UNITS PROPOSED a 130 UNITS SITE DATA TOTAL SITE AREA = 2,003,582 S.F. ( 45.9 ACRES ) TOTAL OPEN SPACE ( SHADED AREA ) = 1,005,500 S.F. = 50.18 7 OPEN SPACE PLAN 1" = 80'-o" �P KEY MAP SCALE: 1" = 0.5 MILE z ...D U' - _ Z�� W� 00 W o a a z z N �U 0o C° Q0 CN W W < Z Z O mooz4u- W�r-- r4') N ol � M _+-f0 O O1:01tx — x.O Z X O Q Im ::) W < � < W V / O0 W N LL 00 0 o � N Q CN N T � w r o = o m W ...D U' - Z�� W� < N I o a a z z oz -Waw W d J W W < Z Z O mooz4u- c nWw4 I I I I N ol � M _+-f0 O O1:01tx N � N I; = N L" J ::) W < � < W N M V LO (0 W LC) � w o L� w r o = o m w Z '`= Z o Li ocW.� o m:O U _ O -4--4-U Li U VI W N 0- 0 O W L a h— d J flake; JULY 2012 Sca) e, 1" = 80'-0" drawn bq CHARLES KUEHN checked baa; project no; 210047 SD -2 drawing We OPEN SPACE PLAN