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Home My WebLink AboutSite Plan Recvd 1/2/2015v • Issued for: Site Plan Approval Date Issued: January 2, 2015 Latest Issue: January 2, 2015 Number Drawing Title C-1.0 Legend and General Notes C-2.0 - C-2.2 Layout and Materials Plans C-3.0 - C-3.2 Grading and Drainage Plans C-4.0 - C-4.2 Utility plans C-5.0 Erosion and Sediment Control Plan C-6 Site Details I C-7 Site Details II C-8 Site Details III Reference Drawings Number Drawing Title L-1 -L-11 SB -1 SMP -1 OS -1 LI -1 - LI -2 WA Tree and Shrub Planting Plans Soil Borings Soil Management Plan Open Space Plan Lighting Plan Latest Issue 1/2/2015 1/2/2015 1/2/2015 1/2/2015 1/2/2015 1/2/2015 1/2/2015 1/2/2015 Latest Issue 1/2/2015 1/2/2015 1/2/2015 1/2/2015 12/11/2014 he 1Hr..'erRt2g l'' :•II Cutchogue 0 0 Condomi I I Rum Iopme 11 t Cutchogue, Town of S Site Site Location Map Engineers Scientists Planners Designers 0 0 0 o 100 Motor Parkway, Suite 135 Hauppauge, New York 11788 631.787.3400 • FAX 631.813.2545 i • 4y'ac.- y', 11f 5"T �'l5 "'$'E $: 'iii :"• T0 1000 2000 Feet Owner: The Heritage at Cutchogue, LLC 1721-D North Ocean Avenue Medford, NY 11763 Phone • Fax Applicant: The Heritageat Cutchogue, LLC 1721-D North Ocean Avenue Medford, NY 11763 Phone • Fax SCTM: District 1000 - Section 102 - Block Ol - Lot 33.3 Attorney: Certilman Balin 100 Motor Parkway, Suite 156 Hauppauge, NY 11788 Phone (631) 979-3000 • Fax (631) 979-7070 Architect: Charles W Kuehn P.O. Box 641 Northport, N.Y. 11768 Phone (631) 262-8540 • Fax (631) 262-8541 Lighting Consultant: CREE 1200 92nd Street Sturtevant, WI 53177 Phone (800) 236-6800 Site Civil Engineer/Landscape Architect: VHB Engineering, Surveying, & Landscape Architecture, P.C.: 100 Motor Parkway, Suite 13 5 Hauppauge, NY 11788 Phone (631) 787-3400 • Fax (631) 813-2545 JAN 0 2 2015 r� i "J J -r s D Q 4- Fy w ri 2 y C) 0 N 0 0 n N N 0 0 0 0 0 0 z a J Q Q u7 N N 0 N N 0 0 a 0 a 0 LeEend Exist. Prop. - - PROPERTY LINE PROJECT LIMIT LINE - - RIGHT-OF-WAY/PROPERTY LINE EASEMENT BUILDING SETBACK --- PARKING SETBACK 1D+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 G LIMIT OF CURB TYPE - - - - - SAWCUT STM STEAM - T BUILDING ]� EN BUILDING ENTRANCE LD LOADING DOCK • BOLLARD Op DUMPSTER PAD -� SIGN x DOUBLE SIGN STEEL GUARDRAIL WOOD GUARDRAIL ----- PATH TREE LINE WIRE FENCE FENCE STOCKADE FENCE STONE WALL RETAINING WALL STREAM / POND / WATER COURSE DETENTION BASIN HAY BALES SILT FENCE SILT SOCK / STRAW WATTLE Exist. Prop. CONCRETE HEAVY DUTY PAVEMENT RIPRAP 0 0 0 o CONSTRUCTION ENTRANCE 27.35 TC x TOP OF CURB ELEVATION 26.85 BCx BOTTOM OF CURB ELEVATION k 132.75 x SPOT ELEVATION . TWX 388.55 BW TOP & BOTTOM OF WALL ELEVATION 4� BORING LOCATION 61 TEST PIT LOCATION Q Mw MONITORING WELL UD UNDERDRAIN 12 D--► DOUBLE CATCH BASIN ® DRAIN 6"RD- ROOF DRAIN 12"S TRENCH DRAIN _ - _ _ SEWER - FM _ _ FORCE MAIN OHw OVERHEAD WIRE s"w WATER 4"FP FIRE PROTECTION 2"Dw DOMESTIC WATER G GAS E ELECTRIC STM STEAM - T TELEPHONE FA FIRE ALARM CAN CABLE TV ® CATCH BASIN mo DOUBLE CATCH BASIN ® GUTTER INLET TSV DRAIN MANHOLE ® TRENCH DRAIN HYD PLUG OR CAP ®� CLEANOUT VA FLARED END SECTION ID HEADWALL SEWER MANHOLE Cs MINOR CONTOUR 20 CURB STOP &BOX OV WATER VALVE & BOX TSV TAPPING SLEEVE, VALVE & BOX y' SIAMESE CONNECTION HYD STOP LINE CONC FIRE HYDRANT VA DOUBLE YELLOW CENTER LINE ID WATER METER CROSSWALK N OV POST INDICATOR VALVE 0 WATER WELL 4 MINOR CONTOUR 20 MAJOR CONTOUR 1D PARKING COUNT C10 COMPACT PARKING STALLS DYL "' ---" DOUBLE YELLOW LINE SL STOP LINE CONC (IIIIIIIIIIII DYCL DOUBLE YELLOW CENTER LINE EL ELEVATION CROSSWALK N ACCESSIBLE CURB RAMP EXISTING ACCESSIBLE PARKING FOUNDATION VAN -ACCESSIBLE PARKING VAN GRAN ®G GAS GATE GM GAS METER 0 0EMH EM 0 0TMH 0 HH 0 PB 0 ELECTRIC MANHOLE ELECTRIC METER LIGHT POLE TELEPHONE MANHOLE TRANSFORMER PAD UTILITY POLE GUY POLE GUY WIRE & ANCHOR HAND HOLE PULL BOX Matchline MATCHLINE Abbreviations General ABAN ABANDON ACR ACCESSIBLE CURB RAMP ADJ ADJUST APPROX APPROXIMATE BIT BITUMINOUS BS BOTTOM OF SLOPE BWLL BROKEN WHITE LANE LINE CONC CONCRETE DYCL DOUBLE YELLOW CENTER LINE EL ELEVATION ELEV ELEVATION EXIST EXISTING FDN FOUNDATION 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: General 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. JAN 0 2 2015 Southold Town Plannina Board Engineers Scientists Planners Designers 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 f 631.813.2545 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Legend and General Notes DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number C-1 Sheet of 1 14 Project Number 29305.00 29305.00-L G. D WG No. Revision Date Appvd. Designed by DE_TT raw Drawn by DEP Checked by A VL CAD checked by A W Approved by KPW Scale N/A Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Legend and General Notes DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number C-1 Sheet of 1 14 Project Number 29305.00 29305.00-L G. D WG 49'-11" 20'-0" ❑❑ Ell]COVERED PATIO AREA 15"-0" x 18'-0" CA LIVABLE AREA = 1,999 SF 1 STORY 39"-10" COVERED PATIO AREA 14"-0"x 20"-0" LIVABLE AREA = 1,599 SF 1 STORY ;n o I I M r 00 (D LO L 2 CAR GARAGE 19'-0" x 19'-3" 35"-9" 2 CAR GARAGE 22'-0' x 22'-6' GD GD 23"-1" 17'-3" 19'-10" r � Unit Type A (40 Units) Unit Type B (90 Units) N.T. S N.T. S NOTE: SEE ARCHITECTURAL PLANS BY CHARLES W. KUEHN FOR FURTHER DETAIL NOW/FORMERLY OF ESTATE OF FRANK MACHINCHICK Parking Summary Chart Sign Summary Parking Requirements: N M.U.T.C.D. Specification BEARING Number Desc. Width Height MULTIPLE DWELLING 130 2 1 (2 -BEDROOM) UNITS x SPACES / UNIT - 260 SPACES (SEE DETAIL) COMMUNITY 6,188 1 300 = x / 21 SPACES R1-1 30" 30" ' I CENTER SF SPACE SF \ TOTAL PARKING REQUIRED = 281 SPACES ; RESERVED .. ... ..... ..... .. . ......... ............................. .......................... _.... .... ........... .......... }........... ...... ................ .......... ....... i................ ... ....................... ......................................................... ... . i LOT DEPTH I 120 Feet 1792.61 Feet FRONT YARD SETBACK j 35 Feet 166.70 Feet PARKING Parking Provided: MINIMUM LIVABLE FLOOR AREA ( SQUARE FEET PER 850 Sq. Feet 1,599 Sq. Feet R7-8 12' 18" STANDARD ACCESSIBLE TOTAL ~� 1 GARAGE ' (19'X19' MIN.) 260 SPACES t NO PARKING 1 _..........._......., .........__......... .... ----...... .. ....... ...... ..................................... .... ...........ANY VISITOR/ CLUB HOUSE I .__.._...._..............._......_.._... 3 R7-1 12 ! 18" TIME (9'X19") 34 SPACES; 2 SPACES! 36 SPACES �► TOTAL 296 SPACES Designed by DEP PARKING PROVIDED ' ...................................................................................-........ _.......... ............... ..... ............... ........................................................................................................ MINIMUM SETBACK 75 Feet 75 Feet _....._...__._.._...............__....._...._......_. ... .. _... ......_.............. .... ...... .._........_; _......._.._..........:........._........................._..........._.__............ MINIMUM BUFFER 50 Feet 50 Feet NOTES: NOTES: 1. SEE OPEN SPACE PLAN FOR AREA CALCULATIONS 1. CODE REQUIRES SPACES TO BE 9'X19' MIN. 2. COMMUNITY CENTER CALCULATIONS BASED ON REQUIREMENTS General Notes FOR A RECREATIONAL FACILITY. 3. ADA/STATEAOCAL REQUIREMENTS FOR THE CLUB HOUSE: SPACES BETWEEN 26 TO 50 STALLS REQUIRE TWO ACCESSIBLE SPACES. (1106.1 NYS BUILDING CODE) 4. DRIVEWAYS ARE NOT COUNTED IN PARKING SUMMARY. NOW/FORMERLY OF N I N BERTHA KURCZEWSKI 1 I S38'30' 50 E (DEED) PROPOSED GRAVEL v NATURE TRAIL S38'24'20"E (ACTUAL) v N 50' BUFFER — —' 75' BUILDING SETBACK — Z W — W c0 — 2'6 34 J 3B B 8 B B e p 1LA 'e DRA 01 A ,G ✓ o U LA LA X00 •X,D _ B 66 6 57 B g O b m B 0 1 �„s co a NOW/FORMERLY OF WILLIAM M. BEEBE & WILLIAM F. HEANEY am � 1 S37'13'30"E (DEED) 1 am S37'04'30"E (ACTUAL)221.47' 75' l W — O pp �m 0 N - O z 93.7' ,A ,A, ILA NOW/FORMERLY OF I Bm LONG ISLAND VINEYARDS INC. (� N I I LA I �" 1• 109 Z A N OI Oo I 0 -� CA O — 99.6' N 36'54'20" W NOW/FORMERLY OF HIGHLAND ROAD CORP. & MOHRING RT. m N J UNIT TYPE "B" (TYP.) PROPOSED GRAVEL NATURE TRAIL Ll it ' DRA f r t LA 7 \- EMERGENCY ACCESS Zoning District(S): Hamlet Density Residential (HD) ROAD GRASSED N AREA WITH LOAD BEARING � SUB -SURFACE q (SEE DETAIL) MAXIMUM FLOOR AREA (LIVABLE) j 245,000 Sq. Ft. -223,870 Sq. Ft. NOW/FORMERLY OF i € COOK, DAVID A. t � l & DONNA M. v LA NOW/FORMERLY OF DIVINEY, FRANCIS J. & MARIE C. t DRA ae UNIT TYPE "A" (TYP.) 4 119 A 75' BUILDING SETBACK 50' BUFFER CM NOW/FORMERLY OF DEMBROSKY, STANLEY JR. Sim _v NOW/FORMERLY OF DEMBROSKY, STANI FY JR. : 1' ✓/ 0 B9 �B a „ 'e g \ LA FLUSH CURB e122 ,23 124 e e 125 A o 00 NOW/FORMERLY OF NOW/FORMERLY OF SHELBY, BARSALI, PAUL M. & CONCETTA ALDO & LOUISE r N N N 1. TRASH TO BE COLLECTED CURBSIDE AT EACH UNIT 2. MAIL BOXES TO BE LOCATED AT DRIVEWAY ENTRANCE BY EACH UNIT Zoning Summary Chart Zoning District(S): Hamlet Density Residential (HD) Proposed Use: Multi -Family (Condominiums) Overlay District(S): N/A Stipulation Of Settlement Requirements Required Provided MAXIMUM NUMBER OF UNITS 130 Units 130 Units MAXIMUM FLOOR AREA (LIVABLE) j 245,000 Sq. Ft. -223,870 Sq. Ft. Re Regulation Requirements Zoning gRequirements HD Residential Provided MINIMUM LOT AREA 20,000 Sq. Ft. 2,003,582 Sq. Ft. .... ........... ......................................................... ........................... ...... _....... ............................ _....... _._... _I LOT WIDTH ( 75 Feet 216.51 Feet .. ... ..... ..... .. . ......... ............................. .......................... _.... .... ........... .......... }........... ...... ................ .......... ....... i................ ... ....................... ......................................................... ... . i LOT DEPTH I 120 Feet 1792.61 Feet FRONT YARD SETBACK j 35 Feet 166.70 Feet ....................................._........._......................................._................................... ..... ........ ._..._....._;........_.....................................__.......... ..... ..... ............... _ SIDE YARD SETBACK/COMBINED SIDE YARD 15/30 Feet 75.00 Feet/ 154.20 Feet .........__.................................................. ........ ... ......... _-... .._.......... ................................................. .. ......................... _ .................................... _ , REAR YARD SETBACK 35 Feet 75 Feet MINIMUM LIVABLE FLOOR AREA ( SQUARE FEET PER 850 Sq. Feet 1,599 Sq. Feet DWELLING UNIT) ............................................................................................................................................... . MAXIMUM LOT COVERAGE 25% 18% MAXIMUM BUILDING HEIGHT 35 Feet 28 Feet MAXIMUM NUMBER OF STORIES 2 2 Town of Zoning Regulation Requirements Southold Provided " OS Residential Revision Date Requirements Designed by DEP MINIMUM OPEN SPACE SET-ASIDE 50% 50% ...................................................................................-........ _.......... ............... ..... ............... ........................................................................................................ MINIMUM SETBACK 75 Feet 75 Feet _....._...__._.._...............__....._...._......_. ... .. _... ......_.............. .... ...... .._........_; _......._.._..........:........._........................._..........._.__............ MINIMUM BUFFER 50 Feet 50 Feet * BASED ON SECTION 280 ATTACHMENT 6 FOR PROPERTIES >39 ACRES NOTES: 1. SEE OPEN SPACE PLAN FOR AREA CALCULATIONS 2. UNIT TYPE "A' MAX FOOTPRINT = 2,887 SF, UNIT TYPE "B" MAX FOOTPRINT = 2,542 SF INCLUDING COVERED PATIOS AND PORCHES S �\ DRA LA DRA f 2009.51' (DEED) 2009.22' (ACTUAL) NOW/FORMERLY OF STASIUKIEWICZ, HENRY & DEBORAH � I N37'13'30"W PROPOSED RECEPTION BOOTH 92.7' ^�P NOW/FORMERLY OF > I ROMAN CATHOLIC ✓ I o CHURCH OF SACRED HEART 19 P LA F DRA O LO j EMERGENCY ACCESS ROAD GRASSED I AREA WITH LOAD BEARING SUB -SURFACE (SEE DETAIL) 0. NOW/FORMERLY OF s QUARTICELLI, i JOHN & ISABEL " GRIFFING STREET ,�,V^^ rter^^ '1 V N N^ c' Cn cn 129.2' 1 0 0 400.00' rn Cn CP CnD C) m C o D I� L C E L uL JAN 02 2015 Southold Town Planning Board 80 0 80 160 SCALE IN FEET Engineers Scientists Planners Designers 000 0-00 100 Motor Parkway Suite 135 Hauppauge, NY 11788 lb 631.787.3400 f 631.813.2545 1901.44' (DEED) 1904.80' (ACTUAL) LP W w � �I j ok Ui " OS No. Revision Date Appvd. Designed by DEP Drawn by DEP Checked by AVL CAD checked by A VL Approved by KP W Scale 1"—so, Date January 2, 2014 e -A B e ePROPOSED, G PUTTING GREEN (BY OTHERS) ✓ TENNISR�O�RTS ^' B LA Ns w_ U' S37'04'40"E 273.68' my J w 64.. :� x _ •V O Ln POOL e=n. NOW/FORMERLY OF TOWN OF SOUTHOLD j s� CENTER S37'04'40"E 166.7' 95.00' S �\ DRA LA DRA f 2009.51' (DEED) 2009.22' (ACTUAL) NOW/FORMERLY OF STASIUKIEWICZ, HENRY & DEBORAH � I N37'13'30"W PROPOSED RECEPTION BOOTH 92.7' ^�P NOW/FORMERLY OF > I ROMAN CATHOLIC ✓ I o CHURCH OF SACRED HEART 19 P LA F DRA O LO j EMERGENCY ACCESS ROAD GRASSED I AREA WITH LOAD BEARING SUB -SURFACE (SEE DETAIL) 0. NOW/FORMERLY OF s QUARTICELLI, i JOHN & ISABEL " GRIFFING STREET ,�,V^^ rter^^ '1 V N N^ c' Cn cn 129.2' 1 0 0 400.00' rn Cn CP CnD C) m C o D I� L C E L uL JAN 02 2015 Southold Town Planning Board 80 0 80 160 SCALE IN FEET Engineers Scientists Planners Designers 000 0-00 100 Motor Parkway Suite 135 Hauppauge, NY 11788 lb 631.787.3400 f 631.813.2545 rroject une The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Overall Layout and Materials Plan Drawing Number C-2 Sheet of 2 14 Project Number 29305.00 29305.00_LM. DWG No. Revision Date Appvd. Designed by DEP Drawn by DEP Checked by AVL CAD checked by A VL Approved by KP W Scale 1"—so, Date January 2, 2014 rroject une The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Overall Layout and Materials Plan Drawing Number C-2 Sheet of 2 14 Project Number 29305.00 29305.00_LM. DWG I cL 0 LLJ 0 LLJ 7- 0 ,p .Lf) 0 Q) C_ 0 a- 0 0 0 Fy Z 0 tl O (D N 63 0 C14 (4 0 0 :3 C 0 0 S37'1 3'30"E (DEED) S37 -04'30"E (ACTUAL) 13 F 16 Z 17 Ln q Ln 00 0 rri 18 f 631.813.2545 rn J4 0. 0- 75' BUILDING SETBACK DRA D f1i 27 26 25 24 ±67,000 CF F7 28 B B 13 23 CAPACITY 33 30 29 B B (I 34 80T. EL 24.00 C)a� � � -35 B B B B M EL. 29.00 01 32 31 DRA,� 03 B B C__ K. r 13 BBC ,tib Ui 8 8,(TYP. '(TYP.' LA _AC 1 meq, R500-16' HYD Lr_ 26' 64 HYD 59 60 61 62 63 B 53 B B B B a 54 B 55 56 58 � �ma 57 4) 15' (MIN.) 18 FLUSH BELGIUM BLOCK DRIVEWAY BELGIUM BLOCK 17 DIVIDERS TYP. CURB TYP. 13 (SEE DETAIL) LP(SEE DETAIL) CID 07 LA 'a C'A Hl�PROPOSED GRAVEL NATURE _R200.5' H2 TRAIL DRA G2 H5 00C R=33.10 H3 DRA G1 f DWACITYIF 68 H ±58,000 CF 6 CAPACITY 80T. EL. 29.50 R=33.10 OD 130T. EL. 25.00 HWL EL 30.00 HwL [$_ A30.00 Dry H4 04 69 Lo 04 Of 71 72 70) B R) 221.47' F6 F5 F2 F1 R=32..50 R=32.00 F4 F3 EMERGENCY ACCESS ROAD LA GRASSED AREA WITH LOAD BEARING SUB -SURFACE (SEE DETAIL) PROPOSED CRASH GATE N36*54'20"W (SEE DETAIL) CONNECT EMERGENCY ACCESS TO EXISTING ROAD PROPOSED 1 W . qn' 75' BUILDING SETBACK 50' BUFFER E4 E3 Engineers Ell Scientists Planners Designers 000 S38'30'50"E (DEED) 7, 7��1773 - T SIT 1 77- 00 No. J Revision Date Appvd. S38*24'20"E (ACTUAL) _r7 --- 7T -7 CAD checked by A VL Approved by KPW Scale 1"=40' \,z PROPOSED GRAVEL NATO RE TRAIL lb PROPOSED COVERED -F ___ 14 x20' — — PATIO (TYP.) 100 Motor Parkway Suite 135 J2 J3Hauppauge, NY 11788 50' BUFFER jr, 631.787.3400 S37'1 3'30"E (DEED) S37 -04'30"E (ACTUAL) 13 F 16 Z 17 Ln q Ln 00 0 rri 18 f 631.813.2545 rn J4 0. 0- 75' BUILDING SETBACK DRA D f1i 27 26 25 24 ±67,000 CF F7 28 B B 13 23 CAPACITY 33 30 29 B B (I 34 80T. EL 24.00 C)a� � � -35 B B B B M EL. 29.00 01 32 31 DRA,� 03 B B C__ K. r 13 BBC ,tib Ui 8 8,(TYP. '(TYP.' LA _AC 1 meq, R500-16' HYD Lr_ 26' 64 HYD 59 60 61 62 63 B 53 B B B B a 54 B 55 56 58 � �ma 57 4) 15' (MIN.) 18 FLUSH BELGIUM BLOCK DRIVEWAY BELGIUM BLOCK 17 DIVIDERS TYP. CURB TYP. 13 (SEE DETAIL) LP(SEE DETAIL) CID 07 LA 'a C'A Hl�PROPOSED GRAVEL NATURE _R200.5' H2 TRAIL DRA G2 H5 00C R=33.10 H3 DRA G1 f DWACITYIF 68 H ±58,000 CF 6 CAPACITY 80T. EL. 29.50 R=33.10 OD 130T. EL. 25.00 HWL EL 30.00 HwL [$_ A30.00 Dry H4 04 69 Lo 04 Of 71 72 70) B R) 221.47' F6 F5 F2 F1 R=32..50 R=32.00 F4 F3 EMERGENCY ACCESS ROAD LA GRASSED AREA WITH LOAD BEARING SUB -SURFACE (SEE DETAIL) PROPOSED CRASH GATE N36*54'20"W (SEE DETAIL) CONNECT EMERGENCY ACCESS TO EXISTING ROAD PROPOSED 1 W . qn' 75' BUILDING SETBACK 50' BUFFER E4 E3 E2 Ell LA Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Layout and Materials Plan �IN DIST 1000; SEC. 102; BLK. 1 LOT 33.3 UU Drawing Number of NEWy -2,1 C V 40 0 40 80Sheet of 3 14 SCALE IN FEET Project Number R 29305.00 JAN 02 2015 29305.00-LM.DWG Southold Tovm Planning Board No. J Revision Date Appvd. Designed by DEP I Drawn by DEP Checked by A VL CAD checked by A VL Approved by KPW Scale 1"=40' Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Layout and Materials Plan �IN DIST 1000; SEC. 102; BLK. 1 LOT 33.3 UU Drawing Number of NEWy -2,1 C V 40 0 40 80Sheet of 3 14 SCALE IN FEET Project Number R 29305.00 JAN 02 2015 29305.00-LM.DWG Southold Tovm Planning Board � N N N 1901.44' (DEED) 1904.80' (ACTUAL) :..• a r' CP W LA 0. 6 BUNKER BUNKER PROPOSED GRAVEL _ NATURE — TRAIL— 50' BUFFER' ;,,, PUTTING GREEN (DESIGN BY OTHERS) 0 6�, t� f� f DRA 3 t If Z i t I LA 75' BUILDING SETBACK I 50' BUFFER I2009.51' (DEED) r ---f N 2009.22' (ACTUAL) ��Nll ��Nll V V CURBvTYP._vv (SEE DETAIL) EMERGENCY ACCESS ROAD GRASSED AREA WITH LOAD BEARING SUB—SURFACE (SEE DETAIL) PROPOSED CRASH GATE (SEE DETAIL) Q CONNECT EMERGENCY ACCESS i� TO EXISTING ROAD N 37'13' 30"W 108' O N RECEPTION BOOTH 75' BUILDING SETBACK 400.00' PROPOSED ENTRANCE RETAINING WALLS \1 GRIFFING STREET MEET EXISTING PAVEMENT Engineers Scientists Planners Designers 000 0,00 0 lb 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 f 631.813:2545 Project Title The Heritage At Cutchog ue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Layout and Materials Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number C 2 ;1N ;E;, • `R��.fa y- �- 40 0 40 80 �D SCALE IN FEET u JAN 0 2 2015 So; lhold Town a Planning Board +tR V Sheet of = W 4 14 Project Number ' k0, 29305.00 oFES51 i 29305.00_LM. D WG No. I Revision Date Appvd. Designed by DEP Drawn by DEP Checked by A VL CAD checked by A VL Approved by KPW Scale 1"=40' Date January 2, 2014 Project Title The Heritage At Cutchog ue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Layout and Materials Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number C 2 ;1N ;E;, • `R��.fa y- �- 40 0 40 80 �D SCALE IN FEET u JAN 0 2 2015 So; lhold Town a Planning Board +tR V Sheet of = W 4 14 Project Number ' k0, 29305.00 oFES51 i 29305.00_LM. D WG C) I z J J / Q U LJ O U U w c� Q w 0 0 Ln 0 M N 6, N N �c 0 0 a u7 0 0 N N 0 0 c 0 0 _0 L LL N 0 5 F w 77 z U 0 Q 00 0 0 0 N N O T O 7 C O T 0 -0 .L tL 0 LIJ Z Cn NO 00 rr � 1 Cat o) N W CP T+ rwnlo S37'13'30"E (DEED) S37'04'30"E (ACTUAL) 221.47' S38'30'50"E (DEED) S38'24'20"E •(ACTUAL) M I M Drainage Calculation Summary Contributing Drainage Area - C Runoff C Conte utmg Area (SF) Rainfall Runoff C Volume am a (FT) Area (SF) D Contributing ROOF AREA 11,225 X 1.0 X (FT) 1,871 Rainfall (FT) ROOF AREA * 8,815 X 1.0 X 2/12 = 1,469 Volume Local Drainage Design Criteria REQUIRED STORAGE VOLUME CALCULATION PROVIDED STORAGE VOLUME DESIGN USE (6) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH ® 100.88 CF/VF Area (SF) PAVEMENT AREA 18,620 X 1.0 X Runoff C 3,103 (FT) X 1.0 (CF) 2/12 = 1. Storage volume based on a 2 -inch rainfall. ROOF AREA* 86,893 X 1.0 X REQUIRED STORAGE VOLUME CALCULATION 14,482 1.0 2. Runoff coefficients for: 2/12 = ROOF AREA* 32,404 X 1.0 X 2/12 = 5,401 Roof Areas = 1.0 2/12 = 1,464 DRAINAGE RESERVE AREA 20,668 Pavement Areas = 1.0 DRAINAGE RESERVE AREA 27,421 X 1.0 X 2/12 = 4,570 Sidewalk Areas = 1.0 0.3 X 2/12 = REQUIRED STORAGE VOLUME = Gravel Areas = 0.5 LANDSCAPED / GRASS AREA 101,498 X 0.3 X 2/12 = 5,075 Drainage Reserve Areas = 1.0 2/12 = 4,053 PROVIDED STORAGE VOLUME DESIGN GRAVEL AREA 2,917 X 0.5 X 2/12 = 243 Landscaped / Grassed Areas = 0.3 .......... _.._...... _._......... _.................... -_-..._........ _...... _............... ......... _..._..._......................................... _........................ _....... _......................................... ................................................................ ........ .... PROVIDED D STORAGE VOLUME DESIGN __ ............................................_____..........._.................... __ _ __ ....... ... _............. _ _ ................... _._.............. .......... __.................. _................... ...... ......... USE (6) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH ® 100.88 CF/VF _-_____..__._ .. _-__.__....--------...--------- REQUIRED STORAGE VOLUME = 15,046 CF Area - A Drainage e LANDSCAPED / GRASS AREA 197,042 X 0.3 X 2/12 = PROVIDED STORAGE VOLUME DESIGN _ ____. _ __ -__ __. ._. _ ._ . "C" _...... ..... .... _ REQUIRED STORAGE VOLUME _ _......................._.................................._..._.................. _ ._.....__.................................... .._..............___......... .................................................................................. 9 F .... .................... .... ............. ....... STORAGE VOLUME IN DRAINAGE RESERVE AREA = t 16 000 CF , Drainage Area - D b R' fll V 1 REQUIRED STORAGE VOLUME CALCULA11ON Contributing Contributing Runoff C Conte utmg Area (SF) Rainfall Runoff C Volume am a (FT) Area (SF) D o ume (CF) ROOF AREA 11,225 X 1.0 X (FT) 1,871 (CF) , Drainage Area - D b R' fll V 1 REQUIRED STORAGE VOLUME CALCULA11ON Contributing Contributing Conte utmg Area (SF) Rainfall Runoff C Volume am a (FT) Volume D o ume (CF) ROOF AREA 11,225 X 1.0 X 2/12 = 1,871 (CF) (FT) ROOF AREA * 8,815 X 1.0 X 2/12 = 1,469 GRAVEL AREA 2,851 X 0.5 X 2/12 = 238 (CF) REQUIRED STORAGE VOLUME CALCULATION PROVIDED STORAGE VOLUME DESIGN USE (6) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH ® 100.88 CF/VF ......... .. ........ . STORAGE VOLUME IN DRYWELLS: 6 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 9,079 CF PAVEMENT AREA 18,620 X 1.0 X 2/12 = 3,103 REQUIRED STORAGE VOLUME CALCULATION X 1.0 SIDEWALK AREA 1,507 X 1.0 X 2/12 = 251 ROOF AREA* 86,893 X 1.0 X 2/12 = 14,482 1.0 X 2/12 = PAVEMENT AREA 60,852 X 1.0 X 2/12 = 10,142 POOL /TENNIS COURT AREA 27,723 X 1.0 X 2/12 = 4,621 2/12 = 1,464 DRAINAGE RESERVE AREA 20,668 X 1.0 GRAVEL 5,948 X 0.5 X 2/12 = 496 LANDSCAPED /GRASS AREA 76,862 X 0.3 X 2/12 = 3,843 0.3 X 2/12 = REQUIRED STORAGE VOLUME = 13689 CF , SIDEWALK AREA 11,064 X 1.0 X 2/12 = 1,844 ........._......................................................................................................................................................................................................... PROVIDED STORAGE VOLUME DESIGN .................. DRAINAGE RESERVE AREA 24,319 X 1.0 X 2/12 = 4,053 PROVIDED STORAGE VOLUME DESIGN GRAVEL AREA 2,917 X 0.5 X 2/12 = 243 LANDSCAPED / GRASS AREA 57,032 X 0.3 X 2/12 = 2,852 REQUIRED STORAGE VOLUME = 4,984 CF _...... _.... ...................... .......... ...... .......................................................................................... .......... _.._...... _._......... _.................... -_-..._........ _...... _............... ......... _..._..._......................................... _........................ _....... _......................................... ................................................................ ........ .... PROVIDED D STORAGE VOLUME DESIGN __ ............................................_____..........._.................... __ _ __ ....... ... _............. _ _ ................... _._.............. .......... __.................. _................... ...... ......... USE (6) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH ® 100.88 CF/VF _-_____..__._ .. _-__.__....--------...--------- --.--- -- - ------ USE (11) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH ® 100.88 CF/VF ----- --- - -_ -- - - LANDSCAPED / GRASS AREA 197,042 X 0.3 X 2/12 = 9,852 __...._....._..... -.. _ _...__.___ _.........................__._..__�-._-------.._....... _..__.____..........._.____.-- .-.-_. _...._ _ _ - t 64 CF STORAGE VOLUME IN DRYWELLS. 11 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF 16, 2 _....._...._...._______.._. REQUIRED STORAGE VOLUME _ _......................._.................................._..._.................. _ ._.....__.................................... .._..............___......... .................................................................................. 9 F .... .................... .... ............. ....... PROVIDED STORAGE VOLUME DESIGN Drainage Area - A -A STORAGE VOLUME IN DRAINAGE RESERVE AREA "D" = t 67,000 CF Drainage Area - E Contributing Rainfall Volume Area (SF) Runoff C (FT) (CF) Contributing Rainfall Volume Area (SF) Runoff C (FT) (CF) REQUIRED STORAGE VOLUME CALCULATION PAVEMENT AREA 15,639 X 1.0 X 2/12 = 2,607 REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME = 2,607 CF ROOF AREA * 5,774 X 1.0 X 2/12 = 962 ... ....... ... ........................................... .............. ....... ......... ....... ... .................. ...... .......... ...... ................................ PROVIDED STORAGE VOLUME DESIGN LANDSCAPED / GRASS AREA 30,808 X 0.3 X 2/12 = 1,540 ....... ..... ... .............. ............._......... .......... .................. ....................... USE (4) 12 FOOT 0 DRYWELLS WITH 7 FT EFFECTIVE DEPTH ® 100.88 CF/VF ........ ._ REQUIRED STORAGE VOLUME = .............................. ....... 2,503 CF STORAGE VOLUME IN DRYWELLS: 4 x 7 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 2,825 CF PROVIDED STORAGE VOLUME DESIGN ................... ................ ... ... _. ........... _ ............ USE (4) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH ® 100.88 CF/VF Drainage Area - B _ ....-.--.--..._...__...._.... _..._..------ ._...__....__._._.... ._..... ...__ ... _.. _._..._ ......_. .. -- ..._.. .... .... -- ..... ..... ..... .. --._........ ..-_ STORAGE VOLUME IN DRYWELLS: 4 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 6,053 CF Contributing Rainfall Volume Area (SF) Runoff C (FT) (CF) Drainage Area - F REQUIRED STORAGE VOLUME CALCULATION Contributing Runoff C Ra infall Volume ROOF AREA* 47,943 X 1.0 X 2/12 = 7,990 Area (SF) (FT) (CF) PAVEMENT AREA 49,714 X 1.0 X 2/12 = 8,286 REQUIRED STORAGE VOLUME CALCULATION SIDEWALK AREA 5,119 X 1.0 X 2/12 = 853 ROOF AREA* 11,548 X 1.0 X 2/12 = 1,925 DRAINAGE RESERVE AREA 20,105 X 1.0 X 2/12 = 3,351 LANDSCAPED / GRASS AREA 59,842 X 0.3 X 2/12 = 2,992 LANDSCAPED / GRASS AREA 223,718 X 0.3 X 2/12 = 11,186 REQUIRED STORAGE VOLUME = 4,917 CF STORAGE = REQUIRED ST VOLUME 31,666 CF PROVIDED STORAGE VOLUME DESIGN ................._......._........................................__........................._........................__...._............... _............ .... -._... ........ ...._..__..............................._........__..._.._...... _ .. _.._.... ... ........ _..... .................. _..... ...._....._._... ........... ..._...._........................... .... ......_................ _........ ..... ......._........_........................................._....................._ .. _........_..................._............. _.... USE (6) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH @ 100.88 CF/VF PROVIDED STORAGE VOLUME DESIGN -...._._..._.___._..._..---..___........_.._..._.___.__.. ....................... .-._.... _. _ ..._......_._.._ .....__..____.---_......._. _....._._._._....---.___.__.._......_.._ .._.._._._.____._.___-- STORAGE VOLUME IN DRYWELLS: 6 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF = f 9,079 CF STORAGE VOLUME IN DRAINAGE RESERVE AREA "B" = t 55,000 CF .... _......... _..._..._.... _.................. ............................. ........ ..... ........................ ................._..........................._._.... ............ .. ------- -- --- -- - ---------- - ------ Drainage Area - G Drainage Area - H Contributing Contributing Rainfall Rainfall Volume Volume D Runoff C Area (SF) (FT) Runoff C (CF) (FT) ROOF AREA * 8,815 X 1.0 X 2/12 = 1,469 GRAVEL AREA 2,851 X 0.5 X 2/12 = 238 (CF) REQUIRED STORAGE VOLUME CALCULATION PROVIDED STORAGE VOLUME DESIGN USE (6) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH ® 100.88 CF/VF ......... .. ........ . STORAGE VOLUME IN DRYWELLS: 6 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 9,079 CF Drainage Area - I 41 ROOF AREA* 118,340 X 1.0 X 2/12 = 19,723 PAVEMENT AREA 69,723 X 1.0 X 2/12 = 11,621 SIDEWALK AREA 8,781 X 1.0 X 2/12 = 1,464 DRAINAGE RESERVE AREA 20,668 X 1.0 X 2/12 = 3,445 LANDSCAPED / GRASS AREA 345,732 X 0.3 X 2/12 = 17,287 Volume Area (SF) REQUIRED STORAGE VOLUME = 53,539 CF PROVIDED STORAGE VOLUME DESIGN (FT) (CF) REQUIRED STORAGE VOLUME CALCULATION ROOF AREA * 11,334 X 1.0 X 2/12 = 1,889 GRAVEL AREA 2,917 X 0.5 X 2/12 = 243 Drainage Area - H 37'13'30"W Typical Unit Contributing Rainfall Volume Area (SF) D Runoff C (FT) (FT) (CF) REQUIRED STORAGE VOLUME CALCULATION ROOF AREA * 8,815 X 1.0 X 2/12 = 1,469 GRAVEL AREA 2,851 X 0.5 X 2/12 = 238 LANDSCAPED / GRASS AREA 65,507 X 0.3 X 2/12 = 3,275 REQUIRED STORAGE VOLUME = 4,982 CF PROVIDED STORAGE VOLUME DESIGN USE (6) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH ® 100.88 CF/VF ......... .. ........ . STORAGE VOLUME IN DRYWELLS: 6 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 9,079 CF Drainage Area - I 41 LANDSCAPED / GRASS AREA 5,424 X 0.3 X Contributing 271 REQUIRED STORAGE VOLUME = _ ................._..._............ 1,274 CF Rainfall ........ ............................ .... ......... ..................._......__.._....... Volume ____ _...... .. __ _...._... _......... _. __.- ______. __. __...._. _._.....__.__..._......._._._._..__.._._.._...._.....__ ........._.._... USE (1) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH 0 100.88 CF/VF __..._.._......... Area (SF) _._._.__ ....._._.__.__.._.... Runoff C CF (FT) NOTE: SEE DRAINAGE AREA MAP FOR ROOF RUNOFF AREA. CALCULATIONS BASED ON (CF) REQUIRED STORAGE VOLUME CALCULATION ROOF AREA* 14,066 X 1.0 X 2/12 = 2,344 PAVEMENT AREA 12,232 X 1.0 X 2/12 = 2,039 SIDEWALK AREA 533 X 1.0 X 2/12 = 89 GRAVEL AREA 1,250 X 0.5 X 2/12 = 104 LANDSCAPED / GRASS AREA 110,213 X 0.3 X 2/12 = 5,511 REQUIRED STORAGE VOLUME = 10,087 CF PROVIDED STORAGE VOLUME DESIGN ............... ................................... .......................................................... .......... ........... ... .... ..... ................_...._....... ..... ............. USE (9) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH 0 100.88 CF/VF ....... ......................... ............ _..__ ........._ ._....._ ....._.. ..... ..._..................... ......................... ........ .......... .............__............................. _..... ..... _.._............ _........................ __._.._........... _................... ...__.............._............_.......... ............................................................. STORAGE VOLUME IN DRYWELLS: 9 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF = f 13,619 CF Drainage Area - J Contributing Rainfall 25' Volume Area (SF) ROAD WIDTH Runoff C (FT) (CF) REQUIRED STORAGE VOLUME CALCULATION ROOF AREA * 11,334 X 1.0 X 2/12 = 1,889 GRAVEL AREA 2,917 X 0.5 X 2/12 = 243 LANDSCAPED / GRASS AREA 57,032 X 0.3 X 2/12 = 2,852 REQUIRED STORAGE VOLUME = 4,984 CF _...... _.... ...................... .......... ...... .......................................................................................... .......... _.._...... _._......... _.................... -_-..._........ _...... _............... ......... _..._..._......................................... _........................ _....... _......................................... ................................................................ ........ .... PROVIDED D STORAGE VOLUME DESIGN __ ............................................_____..........._.................... __ _ __ ....... ... _............. _ _ ................... _._.............. .......... __.................. _................... ...... ......... USE (6) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH ® 100.88 CF/VF _-_____..__._ .. _-__.__....--------...--------- _._._. -------- ._._.._.._ ...- ------.-.-...._._..---..._...---______________ _ _..-.-.--.__ __-- ...__-.__. _-.._------- STORAGE VOLUME IN DRYWELLS: 6 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 9,079 CF 37'13'30"W Typical Unit -2.20 COVERED PATIO AREA FFE= 0.00 GFE= -1.75 -2.00 1 2 CAR GARAGE -2.00 DRIVEWAY Z X a\ U0 Unit Type A -2.20 -2.20 -2.00 X k Contributing Rainfall Volume Area (SF) D Runoff C (FT) (CF) REQUIRED STORAGE VOLUME CALCULATION O ROOF AREA 5,774 X 1.0 X 2/12 = 962 SIDEWALK AREA 244 X 1.0 X 2/12 = 41 LANDSCAPED / GRASS AREA 5,424 X 0.3 X 2/12 = 271 REQUIRED STORAGE VOLUME = _ ................._..._............ 1,274 CF ... ................ .... ..... ..._................................ _....... ........... .... ... .__..................................._._.._................... _ ..__ ... _._ ._..... PROVIDED STORAGE VOLUME DESIGN ........ ............................ .... ......... ..................._......__.._....... .... _.............. .... ____ _...... .. __ _...._... _......... _. __.- ______. __. __...._. _._.....__.__..._......._._._._..__.._._.._...._.....__ ........._.._... USE (1) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH 0 100.88 CF/VF __..._.._......... _ _ __._._.._.. _._._.__ ....._._.__.__.._.... __._... __...._ _.._..._ __..._._ ._._.....__ . __-- ._.-_.._._.._.._..._.___. _..__.___...._......_.___...._.....__.---- -._.._...... .... ... _... STORAGE VOLUME IN DRYWELLS: 1 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 1,513 CF Appvd. NOTE: SEE DRAINAGE AREA MAP FOR ROOF RUNOFF AREA. CALCULATIONS BASED ON Drawn by DEP Checked by A VL THE UNIT TRIBUTARY AREA WORST CASE SCENARIO. Approved by KP W Scale 1„=80, Date January 2, 2014 GUTTER * DRAINAGE AREAS B THROUGH J PROVIDE FOR ADDITIONAL CAPACITY FOR OVERFLOW FROM INDIVIDUAL UNIT AREAS AS NEEDED TO CONFORM TO SWPPP REQUIREMENTS. SEE SWPPP DOCUMENTS FOR HYDROLOGIC CALCULATIONS. 25' 3' ROAD WIDTH APRON -2.20 COVERED PATIO AREA FFE= 0.00 GFE= -1.75 -2.00 1 2 CAR GARAGE -2.00 DRIVEWAY Z X a\ U0 Unit Type A -2.20 -2.20 -2.00 X k D ZZI O 24+08.43GRIFFING STREE7 Engineers Scientists Planners Designers 000 �► 00 100 Motor Parkway Suite 135 Hauppauge, NY 11788 lb 631.787.3400 f 631.813.2545 Notes 1. THE PROPOSED DESIGN RESULTS IN A BALANCED EXCAVATION. NO IMPORT OR EXPORT OF MATERIALS WILL BE REQUIRED. 2. 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 8. 3. DRIVEWAYS TO BE PITCHED TOWARDS THE ROAD AND SHALL BE 1% - 5% SLOPE. 4. MAX SLOPES TO BE 1V:3H UNLESS OTHERWISE NOTED. 5. GRADES TO PITCH AWAY FROM BUILDING FOUNDATIONS. 6. CONTRACTOR RESPONSIBLE TO PROVIDE POSITIVE DRAINAGE FLOW OVER THE SITE. BIRD BATHS AND PONDING AREAS (OTHER THAN AS DESIGNED) ARE NOT PERMITTED. N Cr N _ • . 00 j Cn Cn , 22 I ►� N 0 CTS tP 75' BUILDING SETBACK •• •• .„,. - . D O n M, c rn D 400.00' j a 1 H L_ 1 C-> a -A ! 1 C 1 1 1 I 1 mom 1 1 1 1 0 0 0 1 I B I 1 F 1 E 1 TYPICAL UNIT 1 AREA Drainage Area Map TOP OF -APRON + 3" FROM GUTTER 1%5% FFE = 0.00 GFE= -1.75 DRIVEWAY GARAGE UNIT Typical Driveway Grading Profile N.T. S 2 CAR GARAGE COVERED PATIO AREA FFE= 0.00 GFE= -1.75 -2.00 -2.20 -2.20 y -2.00 -2.20 -2.00 -2.20 DRIVEWAY ' X z a\ Typical Unit Grading Scheme N.T.S Unit Type B Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Overall Grading and Drainage Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number C-3.0 Sheet of 5 14 Project Number 29305.00 29305.00_ GD. D WG No. Revision Date Appvd. Designed by DEP Drawn by DEP Checked by A VL CAD checked by A VL Approved by KP W Scale 1„=80, Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Overall Grading and Drainage Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number C-3.0 Sheet of 5 14 Project Number 29305.00 29305.00_ GD. D WG S37'13'30"E (DEED) S37'04'30"E (ACTUAL) 221.47' 32 — 32 F • k S38'30'50"E (DEED) S38'24'20"E (ACTUAL) ' �p �� 34.25 35 36 37 �134nING SETBACK 34x 0 . 1 I W I lT�\J V ak �.. 7Ya .. a+ six $ .4 k 30 31 32 33 M 34 33 32 — 31 30 30 �— 29 _ RW3200 3250 —10. 30.! 00 32 �O 75 cFF S� 32 Engineers Scientists Planners Designers 0+t X00 lb 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 f 631.813.2545 Jl !J JAN 0 2 2015 Southoid Tov.-9 DIST 1000; SEC. 102; BLK. 1 LOT Planninc Board 33.3 UJ Drawing Number C-3,1 I — "OV Sheet of 6 14 O N Project Number 29305.00 O 29305.00_GD. D WG cp '— U r Z Revision Date Il Designed by DEP Drawn by DEP I Checked by A VL CAD checked by A VL Y —SYSTEM °w Date January 2, 2014 U: IV —31.50 12'6 O 13 I { I Z T m � Cn 53 N Q I Ut l' 7' 0 1 �a, M M I I� N I t` N � z 1 Nro N Y. N W do '! 221.47' 32 — 32 F • k S38'30'50"E (DEED) S38'24'20"E (ACTUAL) ' �p �� 34.25 35 36 37 �134nING SETBACK 34x 0 . 1 I W I lT�\J V ak �.. 7Ya .. a+ six $ .4 k 30 31 32 33 M 34 33 32 — 31 30 30 �— 29 _ RW3200 3250 —10. 30.! 00 32 �O 75 cFF S� 32 Engineers Scientists Planners Designers 0+t X00 lb 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 f 631.813.2545 Jl !J JAN 0 2 2015 Southoid Tov.-9 DIST 1000; SEC. 102; BLK. 1 LOT Planninc Board 33.3 W LAtq Drawing Number C-3,1 sof ��rr \ — "OV Sheet of 6 14 +• re1 Project Number 29305.00 O Os 29305.00_GD. D WG r No. Revision Date Appvd, Designed by DEP Drawn by DEP I Checked by A VL CAD checked by A VL Y Scale I 11_401 Date January 2, 2014 U: IV O y 0 T m � 53 l' 1 �a, M 4 1 z 1 1 C Y. N W do '! � O G �p � J J 1 H5 R=33.10 H6 R=33.10 221.47' 32 — 32 F • k S38'30'50"E (DEED) S38'24'20"E (ACTUAL) ' �p �� 34.25 35 36 37 �134nING SETBACK 34x 0 . 1 I W I lT�\J V ak �.. 7Ya .. a+ six $ .4 k 30 31 32 33 M 34 33 32 — 31 30 30 �— 29 _ RW3200 3250 —10. 30.! 00 32 �O 75 cFF S� 32 Engineers Scientists Planners Designers 0+t X00 lb 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 f 631.813.2545 R=34.25 Project Title 34.9° "° The Heritage x R=34.2. 12+00 `�S _.._.. At Cutchogue 35.60 35.20 x x 4.75 Cutchogue, New York • R�34.25 S — — — — — — — Town of Southold 35.95 35.95 Issued for 34.50�� 95 35.7 U Not Approved for Construction FFE = 37.95 Drawing Title GFE = 36.20 Grading and Draina e Plan Jl !J JAN 0 2 2015 Southoid Tov.-9 DIST 1000; SEC. 102; BLK. 1 LOT Planninc Board 33.3 Drawing Number C-3,1 sof ��rr \ — "OV Sheet of 6 14 +• re1 Project Number 29305.00 29305.00_GD. D WG No. Revision Date Appvd, Designed by DEP Drawn by DEP I Checked by A VL CAD checked by A VL Approved by KP W Scale I 11_401 Date January 2, 2014 R=34.25 Project Title 34.9° "° The Heritage x R=34.2. 12+00 `�S _.._.. At Cutchogue 35.60 35.20 x x 4.75 Cutchogue, New York • R�34.25 S — — — — — — — Town of Southold 35.95 35.95 Issued for 34.50�� 95 35.7 U Not Approved for Construction FFE = 37.95 Drawing Title GFE = 36.20 Grading and Draina e Plan Jl !J JAN 0 2 2015 Southoid Tov.-9 DIST 1000; SEC. 102; BLK. 1 LOT Planninc Board 33.3 Drawing Number C-3,1 sof ��rr \ — "OV Sheet of 6 14 +• re1 Project Number 29305.00 29305.00_GD. D WG -34 ------ ) 33 32 31 30 05X � \ AD R=27.00 I 1% AD 11 C 3.41 30.75 x D *31.00 0 0 10+00 x .25 I DW R=32.00 �I �I U U 1901.44' (DEED) )1904.80' (ACTUAL) 34.50 75' BUILDING SETBACK X 34 - 50' BUFFER 3435 -36 ---------- 37 AD R=27.00 AD R=27.00 I 1% AD R=27.00 JAU R=27.1)0 TC 31.68 R=30.50 % BC 31.35 C' TC 30.59 BC 30.2 '5N Ln J/ TC 31.23 p t" 32.30 A4 BC 30.90 0 31.97 C, R=31.2 R=32.75 A _b'N' A -SYSTEM R 33 Tr 43 HP33 VARIES 12'0 BC 3343 TC 33.66 35.05 35 !2 BC 33.33 5 ER ....... .. . TC 33.83 > BC 33.50 Q M C: 75' BUILDING SETBACK B15 CB 32.90 36 37 38 N37'13'30"W 400.00' 24+08.43 GPJFFING STREET Engineers Scientists Planners Designers lb 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 f 631.813.2545 Project Title The Heritage _FB1 7CPPFESJ At Cutchogue IR= 25.00 18 0 _1 0 DIF WELL ft -25.50 12 0 Cutchogue, New York Town of Southold Issued for M Not Approved for Construction Drawing Title in p Grading and Drainage Plan _-1 FB11 _ D11 WELL IR= 25.50 12 01 JAN 02 2015 Southold Town P1 nning Board DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Nu�T of NEI$, C V Ute' IV.4� yrs. Sheet of Fu 7 14 40 0 40 80 Project Number SCALE IN FEET ()FES 1 29305.00 29305.00-GD.DWG No. Revision Date Appvd. Designed by DEP I Drawn by DEP Checked by A VL CAD checked by A VL Approved by KP W Scale 1„_40, Date January 2, 2014 Project Title The Heritage _FB1 7CPPFESJ At Cutchogue IR= 25.00 18 0 _1 0 DIF WELL ft -25.50 12 0 Cutchogue, New York Town of Southold Issued for M Not Approved for Construction Drawing Title in p Grading and Drainage Plan _-1 FB11 _ D11 WELL IR= 25.50 12 01 JAN 02 2015 Southold Town P1 nning Board DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Nu�T of NEI$, C V Ute' IV.4� yrs. Sheet of Fu 7 14 40 0 40 80 Project Number SCALE IN FEET ()FES 1 29305.00 29305.00-GD.DWG I I am 2 M. o r Z w � �z c33 to / Lo 4+08.43 GRIFFING STRE1 .p to 13- n r^ 0? / � 7 yoINi ....f 2�kO O N N \ \ �0 G ✓` (J1 (Tt 1 O O No. Revision Date 3. PRIVATE WELL } I G \ 7 100' PRIVATE WELL SETBACK _ t'o / 1 PRIVATE WELL �ss10 :C/, r� •S37'13'30"E (DEED) I S37'04'30"E (ACTUAL) 221, m 38- Lu 33 34 Z • M tf • W-3335 0+0 S38'30'50"E (DEED) S38'24' 20"E ..(ACTUAL) 7ti I r • I I Z n N Ln 0 Ul --t sysmi 33 OT • - 35 -� 1 ' 137 1132 ra J2 71 Engineers Scientists Planners Designers 00 U U 1901.44' (DEED) °;0 1904.80 (ACTUAL) - ---- W' �, I 33 a 323 3 .. ,. g.. .., M ..- •2 ! Qy M " i .. lb 3231 30 7 ry "Motor�100 P k Parkway29 ; v 2g � 2 \ Suite 135 26 Hauppauge .... .. .. ,. - , N 8 to 25 " Y 1178 \. -eooes 631.787.3400 WAC"_ ' \ `'. :...., (631.813.2545 Sanitary Calculation Summary Population Density Equivalent Estimate PROPERTY LOCATED IN GROUNDWATER MANAGEMENT ZONE IV ALLOWABLE DENSITY = 600 GPD / 40,000 SF SITE AREA/ GROSS LAND AREA: 2,003,582 SF POPULATION DENSITY EQUIVALENT = 600 GPD/40,000 SF x (.75 * 2,003,582) SF = 22,540.30 GPD (ALLOWABLE) Overall Design Sewage Density / Flow PROPOSED STRUCTURE USE: PRC UNIT BETWEEN 600-1600 SF GFA = 150 GPD/UNIT PRC UNIT BETWEEN 1600-2000 SF GFA = 225 GPD/UNIT DESIGN DENSITY: 40 (1,999 SF CONDO UNITS) ® 225 GPD/UNIT = 9,000 GPD 90 (1,599 SF CONDO UNITS) ® 150 GPD/UNIT = 13,500 GPD TOTAL PROPOSED DENSITY: 22,500 GPD 22,500.00 GPD < 22,540.30 GPD (ALLOWABLE) o.k. COMMUNITY CENTER DENSITY WAS CALCULATED AT AN ADDITIONAL 300 GPD Sanitary System "A" (4)- 2,000 SF UNITS DESIGN DENSITY: 4 (2,000 SF CONDO UNITS) ® 225 GPD/UNIT = 900 GPD Septic Tank Design SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIRE A SEPTIC TANK SIZED TO STORE 2 DAYS DESIGN SEWAGE FLOW REQUIRED: 900 GPD x 2 DAY STORAGE = 1,80OGAL 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 PROVIDED: (2) 10 FT DIAMETER x 10' EFFECTIVE DEPTH = 31.4 SF/FT x 20 VF = 628 SF Sanitary System "B" t (4)- 1,6000 SF UNITS DESIGN DENSITY: 4 (1,600 SF CONDO UNITS) ® 150 GPD/UNIT = 600 GPD Septic Tank Design SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIRE A SEPTIC TANK SIZED TO STORE 2 DAYS DESIGN SEWAGE FLOW REQUIRED: 600 GPD x 2 DAY STORAGE = 1,200GAL PROVIDED: (1) 8' DIAMETER x 4' LIQUID DEPTH SEPTIC TANK = 1,200 GAL 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 N37'13'30"W ems naer BOOM a ut eons w r�ml 2009.51'" (DEED) 2009.22' (ACTUAL) 1 q PRI\/ATP WP*I I 100' PRIVATE WELL— SETBACK \ Sanitary System "C" C (2)- 2,000 SF UNITS DESIGN DENSITY: 2 (2,000 SF CONDO UNITS) ® 225 GPD/UNIT = 450 GPD Septic Tank Design SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIRE A SEPTIC TANK SIZED TO STORE 2 DAYS DESIGN SEWAGE FLOW REQUIRED: 450 GPD x 2 DAY STORAGE = 900 GAL PROVIDED: (1) 8' DIAMETER x 4' LIQUID DEPTH SEPTIC TANK = 1,200 GAL Sanitary Leaching Pool Design REQUIRED: 450 GPD / 1.5 GPD/SF = 300 SF PROVIDED: (1) 10 FT DIAMETER x 10' EFFECTIVE DEPTH = 31.4 SF/FT x 10 VF = 314 SF Sanitary System "D" (2)- 1,6000 SF UNITS DESIGN DENSITY: 2 (1,600 SF CONDO UNITS) ® 150 GPD/UNIT = 300 GPD Septic Tank Design SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIRE A SEPTIC TANK SIZED TO STORE 2 DAYS DESIGN SEWAGE FLOW REQUIRED: 300 GPD x 2 DAY STORAGE = 600 GAL PROVIDED: (1) 8' DIAMETER x 4' LIQUID DEPTH SEPTIC TANK = 1,200 GAL Sanitary Leaching Pool Design REQUIRED: 300 GPD / 1.5 GPD/SF = 200 SF PROVIDED: (1) 10 FT DIAMETER x 7' EFFECTIVE DEPTH = 31.4 SF/FT x 7 VF = 219 SF Community Center Sanitary System DESIGN DENSITY: 300 GPD NOTE: SYSTEM TO BE DESIGNED FOR 300 GPD FLOW Septic Tank Design SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIRE A SEPTIC TANK SIZED TO STORE 2 DAYS DESIGN SEWAGE FLOW REQUIRED: 300 GPD x 2 DAY STORAGE = 600 GAL PROVIDED: (1) 8' DIAMETER x 4" LIQUID DEPTH SEPTIC TANK = 1,200 GAL 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 13 VF = 408.2 SF 537'04'40"E ' 1 -, 9 5. ©0' ` ,._ ula wo ranrtr m S E e_nw^ 4+08.43 GRIFFING STRE1 R 24.05• 2�kO Ln cn N N Ui Ui (J1 (Tt N N O O No. Revision Date 3. Designed by DEP Drawn by DEP Checked by A VL CAD checked by A VL Approved by KP W Scale 111=801 Date January 2, 2014 'C71 Cn M .m C-'0 400.00' ` c Utility Notes 1. ALL WATER AND SANITARY DESIGN SUBJECT TO APPROVAL BY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AND WATER AUTHORITY AND SHALL MEET ALL OF THE REQUIREMENTS OF THE SAME. 2. ALL DRAINAGE PIPE AS FOLLOWS UNLESS OTHERWISE NOTED: • ROOF DRAINS HEADERS SHALL BE 10" CPP WITH A SLOPE OF 0.5% • ROOF LEADERS TO BE 6" CPP • DRYWELL CONNECTING PIPE SHALL BE 15" CPP WITH A SLOPE OF 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. 80 0 80 160�� E C E SCALE IN FEET II� J U I JAN d 2 2015 Southold Town Planning Board Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Overall Utility Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number C-4 Sheet of 8 14 Project Number 29305.00 29305.00_ U T. D WG No. Revision Date Appvd. Designed by DEP Drawn by DEP Checked by A VL CAD checked by A VL Approved by KP W Scale 111=801 Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Overall Utility Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number C-4 Sheet of 8 14 Project Number 29305.00 29305.00_ U T. D WG 7 J / a / z \ J ;\ U / \ :L / Y r -.J S 6 \D) 7) N tK n A m -0 Lr) T / O ` 7 0 6 O r \ W F— 1 Z \ Q z� 0 a 0 \ 0 \ W 0 ' \ \` V H5 / R=33.10 H6 R=33.10 r \ •h 1 I OI SYSTEM B-20 1 S37'13'30"E DEED \ ,s S37'04'30'E (ACTUAL) 221,47' \ 38 L0 00-tO N tD Lo \ L0 .- Z Z U1 , N O CTI f ,O 32 ut M c I� N N cc, N d1 N O M 32 33 CYCTFM r:-4 —T 32 ----- _ — 32 31 N 36'54' 20"W 100' AND 150' PRIVATE WELL SETBACKS (TYP) E4 \ m w E3 E2 E1 -SYSTEM Dw R=33.50 12'0 ® = 28.50 I -a.�.i :'�^�:'z` ems• � •t'�.�'"."�. ,.,r �,y, a�• � sem'•:.��..r....�:;�;..g.=�"ip>' ,�3'•�'<s�y 30 31 32 33 27 " 26 25 =-- —, — A --I- - 72 � B Rw_-- R=34.25 PROPOSED 8' WATER \1 AM 1 nnD /TVD \ n AD R=34.: I I I I Engineers Scientists Planners Designers 000 1/ 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 f 631.813.2545 32 c R=34.25 PROPOSED 8' WATER \1 AM 1 nnD /TVD \ n AD R=34.: I I I I Engineers Scientists Planners Designers 000 1/ 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 f 631.813.2545 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for J � C07 -1 O CO - — — _ _ I Not Approved for Construction \ 35 Drawing Title \� =SYSTEM C-3 Utility Plan � 40 0 40 80 SCALE IN FEET DIST 1000; SEC. 102; BLK. 1 LOT 33.3 n} r 1 1 ��'J JAN 0 2 2015 Southold Toe,!n Planninq Board Drawing Number C-4.1 Sheet of 9 14 Project Number 29305.00 29305.00_U T. D WG No. Revision Date Appvd. Designed by DEP Drawn by DEP I Checked by A VL CAD checked by A VL Approved by KP W Scale 1"=40' Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for J � C07 -1 O CO - — — _ _ I Not Approved for Construction \ 35 Drawing Title \� =SYSTEM C-3 Utility Plan � 40 0 40 80 SCALE IN FEET DIST 1000; SEC. 102; BLK. 1 LOT 33.3 n} r 1 1 ��'J JAN 0 2 2015 Southold Toe,!n Planninq Board Drawing Number C-4.1 Sheet of 9 14 Project Number 29305.00 29305.00_U T. D WG a \ F Engineers "a. •� S os w " r Scientists ist 36 s 1 � = Planners CA03. LP Designers 32 4 33 SYSTEM B-3 33 e 32000 _ s 33 _ 32 31 r DW" 31 DW " - CID oa--30.75 30 R=29.90 S2 _. 29 • / ® ; f • - • "KGs"' D17 CPP FES 28 ",' / . • /•t;, n (�Tl - ..,, _ _ R=24.00 18' r 27 3 Gib i=za.00 26 ` 31 1 \ ` CD i _ B 11:5 25 1 \ � SYSTEM - \ _.. p \� \ SYSTEM c � $ ° \•- - r 100 Motor Parkway DRA D r t _ 167,000 CF 6 DIF WELL B-15' c _ �\"135 � � � "\ Suite CAPACITY -24.50 1z' r Y 11788 A , w BOT. EL. 24.00 =10.50 Bo ss \ e Hauppauge, e ' HWL EL. 29.00 : ` CAA CF �1, T \ \ 1 631787. 400 f _ f ® B g t 631.813.2545 00,j 0 , 6 CPP FES _2400 16 r ,n , w i ..... =,... DI 1 0.50 DIF W R7 1B2EOLL 24 24.50 r ` 2.0001. N r . W j loo,/ =30.75 15" RCP 16 11 M R=29.75 8=29.9 ,.. • =25.60 RD I=26.15 , v � 32 „ _.. _. =zasz IN u 1?°� D10 CB __.. _ _,. _..S3T04'40"E' __._,. _. 273.68' , 97 _.... J . M 0.82 GQl _ 30 2 _ \� �F D13 ce / D - _ - ,` 26 (1:1-O lv _ 1� R=29.49 /I 27 - O " I=25.39 IN ': \ .S:-_ CC;1 �, M o Al2 t `s ' '� I IN C L ';��' =!P e1 � 012 08 . " /: 8=30.82 ® =30.50 SYSTEM--'--`i:.`'�2 T cv 29.49 J• _.. ._......... / ^ b i=25.74 OUT ''\ \\ i -''I '3., ;,'7` / .... SYSTEM 6-4 - / ... 1. 0000 m ,I _ C - / O ® \ - 22X 3176 "" \ I �„��' � YY SB-. r a I i 29 7s \O _� POOL > O ® r R= / r. R=31.00 rtN. 1 T _ SYSTEM 00,: L;=1 \ ' - B 5 ' e R-30.25 1. "k yi • i 32� / {-- a 30 RD29.75 v $� �� rtf."`Fjl1'T _,. T}i ® - C -, JZ 3, 1 .. T , >w _ IN h I ^N A10m C CO C \ =30.67Woo X RD 27. INV AD R= AI R= tR'=27. CID DW / ° '�rO ` COMMUNITY \ Al R=30. 1$ \ \"" CENTER R=29.45 R 27.00 -20.90 EXTEND EXISTING WATER F , -tss5 MAIN ON SCHOOL HOUSE 17 \ \ LANE AND CONNECT TO I' I w` X ® � ` e ��/ '' , ' _ R� 27.00 R' a C , SITE COORDINATE WITH \� \ \ / / R631.as `� 2700 S37'04'4 "E SCWA( SYSTEM C0 / ,' B13 As i=z7as 28 \ 95.00' ) 1 / R=30.77 R=30.67 47 LF 15" 92 LF 6" AA4 AA3 4+0843 30 \ 1 -8 26.76 B t=26.90 3� . � / � RCP ®5.2% A2 1.CPP ® . % R=z3.9o' R=22.50 RII \ 1 I \ DW \ - - - EN R=29.40 GFFNG STREET R=30.1% f ® �O L9 R 014 CB %% 31.00 #0 AD R= 30.90 - - - R=30.50 31 INV. 25.90 R= 30.61 � -]R=20.90 B12 C \ =1660 oUT RW 31.00 M R 30.77 R_3650 " 3 \ �� M / o i Jj °�� ® -27.00 ® ' R=30.50 �� , 30 (]p N AD eco r7 �Cf ® �j Cn 0=31.25 16+00 /'' / N I `L / f �' Aj O N � -i \ R I M I M DRA C . \ / / / <� M =31. 1 O r I `"116,000 CF 20 * _ -- RD 32.00 ti� `' CAPACITY k AD \ BOT. EL: 2750 8'2800 DIF WELLr SYSTEM B-9 `f/ ?1 ?'� R=32.75 32 • RPS e5 -01 R=3200 SYSTEM HWL EL 29.50 -14.00 80 \ \ -31.40 ter. / 1 C2 DIF WELL �:.,. \ N 6 =28.°0 1z' r c \ / A s. TEM Dw HYD / �k00 34 33 89 ` 13 =14.00 BO �'"� R=VARIES 12'0 \ 2 w 35 '' N 70 > SYSTEM cP6, j J DW e f 71 72 -' B-10. � PROPOSED METER BOX - R=32.00 ` B ` �� SB -5i ,� CO / .L0 00 �1 W i AND RPZ (SEE DETAILS) I D ` Co DW r' \ r000- M \ 1 DW / R=28.00 '12' \ \ 0 W INSTALL THRUST BLOCKS v C3 DIF WELL ' ON ALL BENDS IN WATER � ... R=3200 =14.00 BO if \ \ 9 ( ) 32 C0 \,. MAIN TYP SYSTEM B-12 1 _.. \ / �32.90 CB 1 / SYSTEM"B-6 c \ �.F. * _ _...__._.._ \ 2 50.63 -27.90 y & x \ RW30.50 3� 32 / 36 37 3832 B-11 _ \ N37'13'30"W 400.00' \ \ DW B16 CB R=30.50 R=32.90 .t. '., =26.90 ).. •-;mac. .,,,. / / / 33 \ / / ( 4 MH \ / R 61 SYSTEM A-3 32.80 4'0 SYSTEM A-1 0�0 �p . \ =2sAD IN / =25.65 34 P�� X AD \ d I �- - - - - - - - -7 - - - - CO- 35 co - - -wo-�- - - - - - - - - - - Lou 33 \\ ^,5p ® € I CO, 97 ( - ( 93 92 91 \w / / F ��° y�o/ / \ co ocol 1 I A A "' , N 96 95 r 94 A I A I / ��GQ ,^ o o / N e I I I A I ( ® RW 30.50 .�6 100, H c4 i l \ I _ DW • - S . �. ® I 82 R=32901A� h R = 28.79 ® \ DW ,� R=33.87 4 11=29.31 SYSTEM 17 CPP FES R=34.25 =29.92 DW 010 V R 31.25 B !c 'rI RW34.25 5 � M C-1 25.00 18" r 35 RD 35.25 PROPOSED 8" WATER R=34. 25 R-32.50 5A ® 8=30.95 " ° 4'r =25.00 MAIN LOOP (TYP.) 32 � I:25.97 .. OIN CAA �O ' 41 LF 15" 121 LF 1AD ® R'2205.a50 RCP 0 0.5% S RCP ® 0.5% R=31.75 B6 . G 10+00 ^�11+00 12+00 `S 13+00 30.30 �9 LF- 15" i- -I I ' .. y ., ' T > ,,' "• w \ =26.55 0.5 W W W W W W -33.87 W W AD DW =30. p R=35.00 R=34.75 AD 1s 12 R-32.00 / \ � \ I -26.45 R=33.90 SB -7 _ R=34.25 00 - 43tK - - \ S B 8 { // I \ DRAB 9 I \`," 155 000 CF \J 25.00 CPPits e CAPACITY ry 1 - R=33.50 ^� �2 / Co 2 -,BOT. EL. 25.00 HWL EL. 30.00 123 124 CID '- - o ' AD � RD 33.50 I 126 y R=30.10 110 LF 15 I ` O . . .. r. 125e J � Bll DIF NELL RCP ®1 % 69 CPP FES R=25.50 12' b Co 1' 32 R=24.00 18" r t I-11.50 BID CO / -25.00 35 0 TEM C-3 --- ----- - - - --- Co 32 \ SYSTEM A-2 33 34 ' 2009.51' (DEED) \ / /1!1^A In' 7 A -1. I A I � 40 0 40 80 SCALE IN FEET D J� JAN 0 2 2015 Southold Town Planning Board 100' PRIVATE WELL SETBACK \ 150' PRIVATE WELL SETI \ ' 2009.51' (DEED) \ / /1!1^A In' 7 A -1. 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' 1--i, �_�_ 35 —� --------J7 Typical Erosion & Sedhnent Control Layout Erosion Control Notes 1. PRIOR TO STARTING WORK ON THE SITE, CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCIES AND INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS REQUIRED BY STATE & LOCAL AGENCIES. ACTUAL EROSION CONTROL MEASURES WILL BE DICTATED BY FIELD CONDITIONS AS CUN�TRUC�ON PR0GRESSES. 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 8O AS TO AS TO W|N|W|ZE 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 , "l -Li I (21') __ "i", :t REQUIRED ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION OF THE WORK. NO SEDIMENT FROM i. I i - �t THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PR0PERTIES, WETLANDS OR ROADS. J. 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 �( '! , —, - f �__ � : SERVICE RECOMMENDATIONS. I i I I t . 4. STOCKPILES THAT ARE NOT STABILIZED SHALL BE SURROUNDED BY SILT FENCE . AND INSPECTED AFTER i : I ) i , ---��, i 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. '11� 111z, - i. �.:.:.�:::�:::::..:.::,::::::�:��.::�', �Z:.....__:., .... . .... .... ... ...... . - �_: � ..- _' 11 11 5. 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 U ; �', I , ,�, BARR|ERS, CLEANING AND REPAIR OF BERMS AND D|VERS|ON8, AND CLEANING AND REPAIR OF INLET PROTECTION. 7. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. O. 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. I � I , I F_ F_J_t__, 1;11 ��, i.. 1. Q. SEDIMENT BARRIERS AND OTHER CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STAB|L|ZED, AFTER PERMANENT STAB|L|ZATION, PAVED AREAS SHALL BE I ','\0 % 1J, ] A ) 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 WS4 JURISDICTION OF THE TOWN. THE CONTRACTOR IS ADVISED THAT i 'I L r_1 . 0-n i � STORM WATER POLLUTION PREVENTION PLAN DOCUMENTS HAVE BEEN PREPARED AND A NOTICE OF : -.1, ' L -,,,--r--,, 0 . . � � _ � � _...c, I— /I t ) 111� INTENT HAS BEEN FILED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL PREVISIONS ON THE GENERAL PERMIT AND SYVPPP 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 30|L MANAGEMENT PLAN. Dandy Bag Notes 1. INSTALLATION: 1.1. EMPTY DANDY BAG SHOULD BE PLACED OVER THE GRATE AS THE GRATE STANDS ON END. 1.2. IF USING OPTIONAL 0L A8SORBENT3, PLACE ABSORBENT PILLOW IN POUCH ON BOTTOM OF THE UNIT. ATT�CH �BSORBENT TO TETHER LOOP. HOLDING THE LIFTING DEVICE (D8 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 5TOR� 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 ABS0RBENTS, REMOVE AND REPLACE ABSORBENT PILLOW NEAR SATURATION CONSTRUCTION ENTRANCE 0 INLET PROTECTION (DANDY BAG OR OTHER) Fri_ CURB DROP INLET PROTECTION === SILT FENCE 1O0Motor Parkway Suite 135 Hauppauge, NY11788 631787.3400 f63I.8l3.J545 Project Title The Heritage �� »�UU��K~��UU�� -�� ~�� ^~� �� ^~ [Ut[hOgUe, New York Town OfSouthold issued for Not Approved for Construction Drawing Title ^ �. Sediment �!�~�� l�� ~'^^"~^"" �}�' ��~~~°�"�"��8�� Control � �� ~,�� °�� DIST 1000; SEC. 102; BILK. 1 LOT 33.3 Drawing Number C-5 Sheet Of Project Number 29305.00 No. Revision Date Appvd. CAD checked by A VL Approved by KPW Scale AS NOTED Date January 2, 2014 Project Title The Heritage �� »�UU��K~��UU�� -�� ~�� ^~� �� ^~ [Ut[hOgUe, New York Town OfSouthold issued for Not Approved for Construction Drawing Title ^ �. Sediment �!�~�� l�� ~'^^"~^"" �}�' ��~~~°�"�"��8�� Control � �� ~,�� °�� DIST 1000; SEC. 102; BILK. 1 LOT 33.3 Drawing Number C-5 Sheet Of Project Number 29305.00 CROSSWALK (WHITE) C-6 �2 - 4" BLUE LINES I 24" ON CENTER I I 2' 9' 8' (MIN.) 9" (MIN. 3' O.C. S�OPEQ/� PS/ ACCESSIBLE PARKING (TYP) DASHED LANE LINE (WHITE) 4" (TYP) 2'_ 1. 6 2 6 2 6 I_2_I No. '4" Date BROKEN LANE LINE (WHITE) Drawn by DEP (TYP) CAD checked by AVL Approved by KPW 10' 30' 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. I �s s��E C-6 �2 - 4" BLUE LINES I 24" ON CENTER I I 2' EOOB�E�RO� 8' (MIN.) 9" (MIN. ACCESS PARKING S�OPEQ/� PS/ ACCESSIBLE PARKING Notes: Y4"' LIP MAX. SEE NOTE 9. AREA OF COLORED SURFACE 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' 11/10 N.T.S. Source: VHB REV LD -503 19.7" 9.8" SPECIFICATIONS UNIT SIZE - 20" X 20" X 1" UNIT WEIGHT 18 OZ. OR 4.5 POUNDS STRENGTH - 5720 PSI COLOR - BLACK (STANDARD) RESIN - HDPE (WITH SOME POST -CONSUMER RECYCLED CONTENT PLAN GRASSPAVE2 SQUARES ADJACENT GRASSPAVE2 SQUARES SEE ENLARGEMENT BELOW "'"TROGROW MIX BELOW RING FILLED WITH CONCRETE SAND \N, SHARP SAND) COMPACTED SANDY GRAVEL ROAD BASE 95% MODIFIED PROCTOR DENSITY OMPACTED GRAVEL =D SECTION TOP OF GRASS ROOT MASS 6 MM (1/4") ABOVE TOP OF RING GRASSPAVE2 ATTACH WITH SNAP -FIT FASTENERS ROOT MASS TO FILL GRASSPAVE2 �12" COMPACTED GRAVEL BASE COURSE LANDSCAPE AREA 1 4" DAINT 17" 0" 3' - LENGTH AS REQUIRED 1' 2' (SEE STRIPING PLAN) _� (TYP.) (TYP.) 12" 6N d 16' E--' WHITE PAINTED N 0 STOP LINE I VV AY o0 16" (TYP.) 'q_ 4" WHITE PAINT \-4- WHITE PAINT (TYP.) PLANE 4" Notes: 1. PAVEMENT MARKINGS TO BE INSTALLED FOR ON SITE WORK IN LOCATIONS SHOWN. 2. ALL PAVEMENT MARKINGS (EXCEPT TRAFFIC ARROWS AND STOP BARS) SHALL BE SETFAST LOW VOC TRAFFIC MARKING PAINT OR APPROVED EQUAL AS PER NYSDOT REQUIREMENTS. TRAFFIC ARROWS AND STOP BARS SHALL BE THERMOPLASTIC MATERIAL FORMULATED SPECIFICALLY FOR USE AS RETROREFLECTIVE PAVEMENT MARKINGS AS PER NYSDOT REQUIREMENTS. Painted Pavement Markings - On Site 6/03 N.T.S. Source: VHB LD -554 Notes: NOTE 9. LIP MAX. 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 0% MIN.). 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' X 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. Accessible Curb Ramp (ACR) Type 'J' N.T.S. Source: VHB Notes: 1. GRASS /PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT 6 -COMPACTED GRAVEL OR LANDSCAPE DESIGNER 2. COMPACTED GRAVEL BASE SHALL EXTEND A MINIMUM OF 12" BEYOND COMPACTED SUBGRADE THE EDGE OF GRASSPAVE UNITS AT UNRESTRATINED EDGES Grasspave2 Landscape Island Reinforcement N.T.S. Source: Invisible Structures, Inc. m 5'-6" j n R7-8 SEE DETAIL 4' BLUE SKID - RESISTANT PAINT z_ bo N \-3" WIDTH WHITE 24" MIN 5 CENTERLINE ELEVATION TO EQUAL TOP OF CURB ��/%\/\ SECTION IN CUT SLOPES 3 ON 1 MAX. C-6 SEE NOTE 1 - 4" BLUE LINES Sheet 24" ON CENTER 12 2' 8' (MIN.) 9" (MIN. ACCESS PARKING AISLE SPACE ACCESSIBLE PARKING Notes: 1. PROVIDED R7-1 OFSET A MINIMUM 5'-6" FROM EITHER EDGE OF ACCESSABLE AISLE TO ALLOW ACCESSIBLE ROUTE. 2. HANDICAP LOGO SHALL CONFORM WITH THE LATEST NEW YORK STATE SPECIFICATIONS. 3. SLOPES SHALL NOT BE GREATER THAN 2% IN ANY DIRECTION FOR ALL HANDICAP SPACES AND ACCESS AISLES. Accessible Parking SPace 7/12 N.T.S. Source: VHB N/A nDAnr. rnn nr r)A\/rYlrK1r Notes: 1. NON PERMEABLE PAVERS TO BE CAMBRIDGE RENAISSANCE OR APPROVED EQUAL. 2. COORDINATE PAVING PATTERNS WITH LANDSCAPE PLANS. 3. PAVERS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. 11/10 Flush Non -Permeable Pavers (Roadway Median) REV LD -509 N.T.S. 1-1/2" BITUMINOUS TOP COURSE 0, o O ° 0 0 O °O o 0 o , 0 0 °� ° a �00 O 4" DENSE GRADED AGGREGATE BASE COURSE 0 0 0 O o 0 0 O Q7 0 O 0 00000 0 0 O°oho 'Oo00O O o 0 0 0 0 00000 COMPACTED SUBGRADE Notes: 1. ALL BITUMINOUS CONCRETE USED FOR DRIVEWAY PAVEMENT SHALL BE PLANT MIXED. 2. ALL DRIVEWAY MATERIALS ARE SUBJECT TO LABORATORY TESTS TO DETERMINE IF THEY CONFORM TO THE SPECIFICATIONS. 3. SUBBASE MAY CONSIST OF NATIVE MATERIALS IF FOUND SUITABLE BY THE ENGINEER/INSPECTOR. IF DEEMED UNSUITABLE THE SOIL SHALL BE REPLACED BY SELECT SUBGRADE FILL AS DIRECTED BY THE ENGINEER/INSPECTOR. 4. IN AREAS OF FILL, SUBBASE SHALL BE PLACED IN MAX. 6" LIFTS AND COMPACTED TO A MIN. 95% STANDARD PROCTOR DENSITY. 5. SUBGRADE IS TO BE FREE FROM DEBRIS AND UNSUITABLE MATERIAL AS DETERMINED BY THE ENGINEER/INSPECTOR AND SHALL BE COMPACTED TO 95% MAX. DRY DENSITY. 6. SUBGRADES TO BE VISUALLY INSPECTED AND TESTED PRIOR TO PLACING ROADWAY SUBBASE COURSE. Bituminous Concrete Pavement Section (Driveway) 9/04 N.T.S. Source: VHB REV LD -430 Z 00 c9 � Nz za 00 � (o z W ow ww 0 M CAP STEEL PIPE POST TYPICAL SIGN 2)/2" DIA. STEEL POST (PAINT COLOR SELECTED BY ARCHITECT) LANDSCAPED AREA OR SIDEWALK AREA N 16" OR 12" DIA. CONCRETE SUPPORT NOTE: SIGNS TO BE 18" MINIMUM FROM FACE TO CURB Sign Post - Type 'A' 6/08 N.T.S. Source: VHB LD -701 P'• E3A r'\ C. 1 A A 1 r% C' !1 A M C I'1 A M r A L` vvini !lV ILV .JVIL JVUVI\/1VL Notes: 1. NON PERMEABLE PAVERS TO BE CAMBRIDGE RENAISSANCE OR APPROVED EQUAL. 2. COORDINATE PAVING PATTERNS WITH LANDSCAPE PLANS. 3. PAVERS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. Non -Permeable Pavers (Community Center Patio Area) N.T.S. T u It AM^ Mr ^11 I` I BLOCK Belgium Block Curb (BBC) N.T.S. Source: VHB BASE -tuuu r.al �.urvi;RETE MONOLITHIC POUR INCLUDE CONCAVE JOINTS MUST BE DONE AT SAME TIME AS MONOLITHIC POUR MUST USE FORMS FRONT & REAR Notes: 1. ALL CONCRETE SHALL BE AIR ENTRAINED, 4,000 PSI CYLINDER TESTING REQUIRED AS PER P.E. Concrete Sidewalk 7/12 k.T.S. Source: VHB LD_ R.O.W. (PER PLAN) PER PLAN PER PLAN SECTION IN FILL SLOPES 3 ON 1 MAX. 6" CROWN BELGIUM BLOCK CURB (TIP.) 2R MIN. 2% MIN. 6% MAX. (SEE DETAIL)1�X 1.5% BR MAX. N.T.S. Source: VHB FINISHED GRADE 7 00 ° ° °o o 0 O o 0 0 ° ° o O o 0 O °O O o 0 >ooo ° 0 ° a o°�� 3" WELL GRADED GRAVEL Oo O O O o O O 00 o O ° 5 ° O o 000 0 0 0 0000 ,0o0°0. O p o 0 0 0 OOOOOn COMPACTED SUBGRADE Trail Section N.T.S. Source: VHB 12/14 Flush Belgium Block Curb REVLD-401-REV BELGIUM BLOCK 1/2" CHAMFER FINISH GRADE COMPACTED AGGREGATE BASE Engineers Scientists Planners Designers 00! t 0 i V lb 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 f 631.813.2545 CENTERLINE ELEVATION TO EQUAL TOP OF CURB ��/%\/\ SECTION IN CUT SLOPES 3 ON 1 MAX. C-6 1-1/2" BITUMINOUS TOP COURSE 2-1/2' BITUMINOUS BINDER COURSE Sheet 6' DENSE GRADED AGGREGATE BASE COURSE 12 STABILIZED SOIL BASE Typical Road Section 6/12 N.T.S. Source: VHB FINISHED GRADE 7 00 ° ° °o o 0 O o 0 0 ° ° o O o 0 O °O O o 0 >ooo ° 0 ° a o°�� 3" WELL GRADED GRAVEL Oo O O O o O O 00 o O ° 5 ° O o 000 0 0 0 0000 ,0o0°0. O p o 0 0 0 OOOOOn COMPACTED SUBGRADE Trail Section N.T.S. Source: VHB 12/14 Flush Belgium Block Curb REVLD-401-REV BELGIUM BLOCK 1/2" CHAMFER FINISH GRADE COMPACTED AGGREGATE BASE Engineers Scientists Planners Designers 00! t 0 i V lb 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 f 631.813.2545 Project Title The Heritage At Cutchogue 12/14 Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Site Details I UNDISTURBED OR COMPACTED SUBGRADE DIST 1000; SEC. 102; BLK. 1 LOT 33.3 12/11 N.T.S. Source: VHB REVLD_409_REV 'Pd. 3 / JAN 0 2 2015 Southold Town I Planning Board Drawing Number C-6 Sheet of 12 14 No. Revision Date Appvd. Designed by DEP Drawn by DEP Checked by A VL CAD checked by AVL Approved by KPW Scale Date January 2, 2014 Project Title The Heritage At Cutchogue 12/14 Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Site Details I UNDISTURBED OR COMPACTED SUBGRADE DIST 1000; SEC. 102; BLK. 1 LOT 33.3 12/11 N.T.S. Source: VHB REVLD_409_REV 'Pd. 3 / JAN 0 2 2015 Southold Town I Planning Board Drawing Number C-6 Sheet of 12 14 Project Number 29305.00 29305.00-D T. D WG a J rD J LLw G7 i J U J ,r < i w _ J :J w 0 d _ Ori rn N 6, 0 d 0 C ° J d a; s 0 N �i 0 0 ,_ 0 a c 0 0 z a J d d 0 0 N N O L T 0 ° 0 4I 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" SWING ARM-, 1/2" ROUND 3/16" STOCK N SLEEVED POSTS ROUGH BOLT AND PADLOCK LOCKING LyJ 3/16" CHAIN W/PADLOCK 4'-6" (TYP. 4'-6- TYP.) AND FURNISH 6 KEYS I ° 6 12'-6" 12'-6" CONCRETE FOOTING I ° L 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. 2: )DIA. Notes: 041 eul �I L 1. SHOP PRIME PAINT EXPOSED SURFACES FIELD PAINT EPDXY ENAMEL -YELLOW. 2. PROVIDE "MASTER" PADLOCK WITH 6 WORKING KEYS. I 3. 3,000 PSI CONCRETE FOOTING Emergency Gate (Double) 2/09 N.T.S. Source: VHB REV LD_486 Q < Ww Q a PROVIDE BASE COVER LLI w AS FURNISHED BY 0- POLE MFG. w coil >o Z Z Q = J 1= z LIGHT POLE & ANCHORING SYSTEM BY MFG. 1" CHAMFER LIGHT POLE BASES IIN PARKING LOT TO BE PAINTED YELLOW Light Pole Foundation Detail 2/11 N.T.S. Source: VHB REV LD_310 rl 3 \ GRAVEL AMERICAN -MADE C.I. FRAME WITH x - - SLOTTED COVER, CURB INLET FRAME Half Plan - Dome Top INDICATED ON PLAN. NEEENAH,< AND GRATE OR SOLID COVER, AS CN DRA TO BE SEEDED Cn SLOPES TO VARY CAMPBELL, OR APPROVED EQUAL. =11 ° ° III PRECAST SOLID WALL DOME. III=1 °° °°° °8 O o ae 0 - WRAP DRAINAGE RINGS WITH `O illlllll °�� 60 °O8 ° ° ° Ilj I�I GEOTEXTILE FABRIC SUPAC 4NP, 00 00 I _1� MIRAFI 140N OR APPRD. EQUAL. -III ° - IN PAVEMENT AREAS. � °o IIIII� -III go° ° ° TOP OF RINGS II- EQUALIZATION PIPE TO BE o z 111111 c6 8 11 - INSTALLED AS PER PLAN. o J 1 °rn o °o ° STORAGE INVERT FLOW 1=1 a -III ° VOLUME = ° ° 111= 3' WIDE SAND & GRAVEL COLLAR ° ° ° act 1-1 ALL AROUND. SEE NOTE 6 -III 0° ° ° 100.88 CF/VF ° 1 ( ) c"'.i 1I ° ° ° .0 ° .3' 111= BACKFILL UNDER AND AROUND _III ° ° I 11=1 DRYWELL WITH GRANULAR MIN. CD = 11= a ° °°' o 2.. ° ° 11111= MATERIAL CONTAINING LESS of ;r, -III o _ I ° 1= THAN 15% FINE SAND, SILT AND za o IIIIII°°a ° - : o� °, ° II -1 CLAY SILT AND CLAY FRACTION Of 1111111 °d°° ° _. I o °° 1111111 NOT TO EXCEED 5%). ° o° ° III=1 ° I 00 ° ° II -I FOOTING RINGS REQUIRED IIIIII ° ° °.- .. ° 0 00 l ll l I WHERE UNSUITABLE SOIL U) w =III 8 0 ° 0 CONDITIONS ARE ENCOUNTERED. :1_111110 °8 g ° ° a° ° =1 (III 4' MINIMUM CLEARANCE TO -� 0°0� ° III= z HISTORICAL HIGH GROUNDWATER III a � 0 0� ° ° °O o 111111 M PER COUNTY RECORDS. -III °o 01 ° �o 0 0 ° ° CURRENT EXISTING GW 1� OUTSIDE DIAMETER o 0 o GROUNDWATER ELEVATION TO BE CONFIRMED IN ocu ° ° ° <9 ! 1= FIELD. 1 -III_ v o° 0 000° ° °0 0 _=1 11- _111-I I I - =III-III-III=III=III=III=III=111=III=III=III=III=III=III=III- 6' MINIMUM PENETRATION INTO 111=III-III=III=111=111=111=111=111=III=1I III=III=11'_ VIRGIN STRATA OF PERMEABLE -liI=III-III_III=III-III-III=III-Ill - SAND AND GRAVEL. Half Profile / Half Section 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. Precast Diffusion Well - 12 -foot Dia. (DW) 9/06 N.T.S. DANDY BAG° STORM n SEWER GRATE O O O O VELCRO CLOSURE LIFT STRAPS USED FOR EASY MOVEMENT AND INSPECTION OF UNIT STORM DANDY BAG® SEWER GRATE DANDY BAG® SPECIFICATIONS HI -FLOW DANDY BAG® (SAFETY ORANGE) *Note: All Dandy Bags® can be ordered with our optional oil absorbent pillows 'D&)s1DDT° NOTE: THE DANDY BAG® WILL BE MANUFACTURED IN THE U.S.A. FROM A pROMUsv>� WOVEN MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: DETAIL OF INLET SEDIMENT CONTROL DEVICE °o 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 AL % 24 X 10 Puncture Strength kN lbs 0.40 (90) Mullen Burst Strength kPo (psi) 3097 450 Trapezoid Tear Strength kN lbs 0.51 1 1 S X 0.33 75 UV Resistance 7 90 App CAST IRON INLET MAXIMUM FRAME & SOLID GRADE COVER TO GRADE. BRICK MAY BE USED TO REINFORCED, 4,000 PSI ADJUST CURB INLET CAST ----�-- L Id IRON GRATE & FRAME TO SELF-SEALING BUTYL 20' .° CONCRETE SLAB SURFACE ELEVATION A 36" 24" MAX. 4'-0" IREBAR PER MANUFACTURES N o 48„ OR AS SHOWN STEEL REINFORCED REINFORCED 4,000 PSI 5" DIA. 36" MAX. 65' COPOLYMER PRECAST CONCRETE OR STRUCTURAL ENGINEERS 54" MAX. ° 6" CATCH BASIN STANDARD STEPS 50' Appvd. ° 6" ® 16" O.C.-Typ. SPECIFICATIONS FOR STRUCTURES Scale 18" arent Openin Size MIN. 6" WASHED G US Std Sieve CURB INLET DETAIL (FINISH GRADE (MATERIALS VARY) to CAST IRON CURB INLET TYP. 1 min mZ al/min ft2 m 5907 145 _ �'• .'' CONCRETE FORMED BRICK MAY BE USED TO REINFORCED 4,000 PSI Sec-' 2.1 ADJUST CURB INLET CAST PRECAST CONCRETE MANHOLE TYPE "A" -26-- IRON GRATE & FRAME TO CATCH BASIN Notes: CNN v SURFACE ELEVATION A 48" 2" TYP. COVER O 6" a ° MIN. ;5000 PSI TYPE II o- w 5'-0" 6» • O CONCRETE CEMENT W � 41 °e ° SLAB DETAIL STONE BEDDING CONDUIT AND GROUND ROD U r • ° CONNECT TO INSIDE METAL POLE 4S Iz 6" BEARING 60" SEE ELECTRICAL PLAN FOR SIZE Q NOTE: THICKNESS AND z IL ��x REINFORCEMENT FOR SOIL Q AND TRAFFIC LOADING BY :2 � lK>x" ° a •' j � l w %�� / ° ° °/i< r@ 0 \\\/ ° OQ _ °V G eG i i BOLT LAYOUT ° ° COMPACTED j�, �� /��:��:��:�� & M OU N TI N G �OR UNDISTURBED / 2'-0" (MIN.) PROCEDURE AS SUBGRADE -/ 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 SPECIFIC SITE AND LIGHTING FIXTURES. Light Pole Foundation Detail 2/11 N.T.S. Source: VHB REV LD_310 rl 3 \ GRAVEL AMERICAN -MADE C.I. FRAME WITH x - - SLOTTED COVER, CURB INLET FRAME Half Plan - Dome Top INDICATED ON PLAN. NEEENAH,< AND GRATE OR SOLID COVER, AS CN DRA TO BE SEEDED Cn SLOPES TO VARY CAMPBELL, OR APPROVED EQUAL. =11 ° ° III PRECAST SOLID WALL DOME. III=1 °° °°° °8 O o ae 0 - WRAP DRAINAGE RINGS WITH `O illlllll °�� 60 °O8 ° ° ° Ilj I�I GEOTEXTILE FABRIC SUPAC 4NP, 00 00 I _1� MIRAFI 140N OR APPRD. EQUAL. -III ° - IN PAVEMENT AREAS. � °o IIIII� -III go° ° ° TOP OF RINGS II- EQUALIZATION PIPE TO BE o z 111111 c6 8 11 - INSTALLED AS PER PLAN. o J 1 °rn o °o ° STORAGE INVERT FLOW 1=1 a -III ° VOLUME = ° ° 111= 3' WIDE SAND & GRAVEL COLLAR ° ° ° act 1-1 ALL AROUND. SEE NOTE 6 -III 0° ° ° 100.88 CF/VF ° 1 ( ) c"'.i 1I ° ° ° .0 ° .3' 111= BACKFILL UNDER AND AROUND _III ° ° I 11=1 DRYWELL WITH GRANULAR MIN. CD = 11= a ° °°' o 2.. ° ° 11111= MATERIAL CONTAINING LESS of ;r, -III o _ I ° 1= THAN 15% FINE SAND, SILT AND za o IIIIII°°a ° - : o� °, ° II -1 CLAY SILT AND CLAY FRACTION Of 1111111 °d°° ° _. I o °° 1111111 NOT TO EXCEED 5%). ° o° ° III=1 ° I 00 ° ° II -I FOOTING RINGS REQUIRED IIIIII ° ° °.- .. ° 0 00 l ll l I WHERE UNSUITABLE SOIL U) w =III 8 0 ° 0 CONDITIONS ARE ENCOUNTERED. :1_111110 °8 g ° ° a° ° =1 (III 4' MINIMUM CLEARANCE TO -� 0°0� ° III= z HISTORICAL HIGH GROUNDWATER III a � 0 0� ° ° °O o 111111 M PER COUNTY RECORDS. -III °o 01 ° �o 0 0 ° ° CURRENT EXISTING GW 1� OUTSIDE DIAMETER o 0 o GROUNDWATER ELEVATION TO BE CONFIRMED IN ocu ° ° ° <9 ! 1= FIELD. 1 -III_ v o° 0 000° ° °0 0 _=1 11- _111-I I I - =III-III-III=III=III=III=III=111=III=III=III=III=III=III=III- 6' MINIMUM PENETRATION INTO 111=III-III=III=111=111=111=111=111=III=1I III=III=11'_ VIRGIN STRATA OF PERMEABLE -liI=III-III_III=III-III-III=III-Ill - SAND AND GRAVEL. Half Profile / Half Section 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. Precast Diffusion Well - 12 -foot Dia. (DW) 9/06 N.T.S. DANDY BAG° STORM n SEWER GRATE O O O O VELCRO CLOSURE LIFT STRAPS USED FOR EASY MOVEMENT AND INSPECTION OF UNIT STORM DANDY BAG® SEWER GRATE DANDY BAG® SPECIFICATIONS HI -FLOW DANDY BAG® (SAFETY ORANGE) *Note: All Dandy Bags® can be ordered with our optional oil absorbent pillows 'D&)s1DDT° NOTE: THE DANDY BAG® WILL BE MANUFACTURED IN THE U.S.A. FROM A pROMUsv>� WOVEN MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: DETAIL OF INLET SEDIMENT CONTROL DEVICE °o 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 AL % 24 X 10 Puncture Strength kN lbs 0.40 (90) Mullen Burst Strength kPo (psi) 3097 450 Trapezoid Tear Strength kN lbs 0.51 1 1 S X 0.33 75 UV Resistance 7 90 App Source: VHB REV DRYWELL SAND BAG OR 2' MINIMUM ALTERNATE WEIGHT LENGTH OF 2'X4' 2' x 4' WEIR -� tMva 2' STONE D'p'p D • p FILTER CLOTH 2' x 4' SPACER WIRE MESH aD D D INLET TO PIPE 7 6' MAXIMUM SPACING / OF 2'X4' SPACERS 2' X 4' ANCHORS HRDAT. DIST, STONE �\ / 2' X 4' CLOTH SPACER MESH 2' x 4' WEIR C❑NSTRUCTI❑N SPECIFICATI❑NS 1. FILTER FABRIC SHALL HAVE AN E❑S OF 40-85. 2, WOODEN FRAME SHALL BE CONSTRUCTED OF 2' x 4' CONSTRUCTION GRADE LUMBER. 3. WIRE MESH ACROSS THROAT SHALL BE A C❑NTINU❑US PIECE 30 INCH MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT, IT SHALL BE SHAPED AND SECURELY NAILED TO A 2' x 4' WEIR, 4. THE WEIR SHALL BE SECURELY NAILED TO 2' x 4' SPACERS 9 INCHES LONG SPACED NO MORE THAN 6 FEET APART. 5. THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED BY 2' x 4' ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE INLET AND HELD IN PLACE BY SANDBAGS OR ALTERNATE WEIGHTS. MAXIMUM DRAINAGE AREA 1 ACRE C.I FRAME WITH SLOTTED COVER, CURB INLET FRAME AND GRATE, CONCRETE BRICK & MORTAR SOLID COVER OR CURB BOX FRAME _ (OR CIRCULAR PIPE CHIMNEY & GRATE AS SHOWN ON PLAN WHERE REVD.) 1' MINIMUM _2' MAXIMUM FINISHED GRADE LOAM &SEED V D U FACE PRECAST SOLID WALL SHALLOW DOME ° =1 EQUALIZATION PIPE TO BE \13' ,° °, °L III- INSTALLED AS PER PLAN -0 MIN: q" TOP OF RINGS � g Z -1I 11=11 COLLAR ` ®=._= ,:. -m _- . _ _ III= =III- oo V 8 11 Ed �=III _ 111- 111- o o ®®®®®® III -I WRAP DRAINAGE RINGS WITH 1=11 R. ° ° INVERT FLOW _ GEOTEXTILE FABRIC SUPAC 4NP, VIII c6° 8 ° o VIII MIRAFI 140N OR APPRD. EQUAL °° g3 WHERE DRYWELLS ARE IIIA o ° 0 ®®®®®� o 0° IIIIII INSTALLED UNDER PAVEMENT � 11111 ° ° 00° IIID N IIIIII00° °° ®®® ® ®� 2' 11111- BACKFILL UNDER AND AROUND Notes: - DRYWELL WITH GRANULAR IIIIII o °� ®® ®®®� . I.. ° (MI o)° II111= MATERIAL CONTAINING LESS 1. ALL PRECAST STRUCTURES SHALL BE PROVIDED WITH 6 ° ° - - - -- - � ° 15% FI SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND =III oo° _ ° II II THAN NE SAND, SILT AND °00 ®®®®®® _.., _ ° o ° -III CLAY (SILT AND CLAY FRACTION SHRINKAGE, AND SHALL BE DESIGNED FOR HS -20 LOADING. 6 _III= ° ° ° _ o o II- NOT TO EXCEED 5%) -SEE cn ? I-111 8° - 0. o -III 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST =III ®® IB 18 IB ® 00 ° ° III= NOTE 6 z 1=III ° ° ° o o III STRUCTURES SHALL INCLUDE MANUFACTURER'S a .III ° ° ®®®®®® -i 0 ° 0 11- CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO a �IIIII ° 0 0° ®®®®®® °° ° 000J III WITHSTAND SAID LOADING. BOTTOM OF RINGS ° 1- 1=11 g a III: 2' MINIMUM CLEARANCE TO 3. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 1=11 Ct III= '� HISTORICAL HIGH GROUNDWATER o -�- ° ° _ z 4,000 PSI / 28 DAY STRENGTH CONCRETE. IIIIII o°°$ 0� ° o 1111 N.�. PER COUNTY RECORDS. -III- 00°V °° °°OUTSIDE DIAMETER ° °Q °moo° = 11- CURRENT EXISTING GW 4. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2" MAX. I: III ° o °GROUND SER ELEVATION TO BE CONFIRMED IN CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE III -II (5EE"PLAN, ° I . -1 1=1 o0 g o° 0 �° ° o o FIELD -1I1=1I1=__ ° ° ° - '-111-III-III=III=- �° og III=III=III=11= 6' MINIMUM PENETRATION INTO 5. FRAME AND COVER SHALL BE SET IN FULL MORTAR BED, II_Illl;llll illllllll °O° `� °° IIIIII111111 111-1'' VIRGIN STRATA OF PERMEABLE ADJUST TO GRADE WITH CLAY BRICK AND MORTAR (2 11=III 4' (MIN.) II-III- SAND AND GRAVEL BRICK COURSES, MIN.; 5 BRICK COURSES, MAX.) 1=1 8� I , _I -111=1I=1I I -III -III -III= °a ° 11-111=11I-11-_ = II 6. NATIVE MATERIAL TO BE USED AS COLLAR MATERIAL IF o ° ° ° ° 0 0og o °0° ° ° ° 0 0 - 4' DIA. MINIMUM CONNECTION DETERMINED TO BE SUITABLE BY THE ENGINEER. `6 ° 0', 06 ° ° ° 8 0° °°05 ° .0 oo °° TO UNDERLYING SAND AND 8 8 GRAVEL STRATA Precast Storm Water Drainage Drywell (DW) 7/12 N.T.S. Source: VHB LD CAST IRON INLET MAXIMUM FRAME & SOLID GRADE COVER TO GRADE. BRICK MAY BE USED TO REINFORCED, 4,000 PSI ADJUST CURB INLET CAST ----�-- TRAFFIC BEARING IRON GRATE & FRAME TO SELF-SEALING BUTYL 20' 4' DIA. CONCRETE SLAB SURFACE ELEVATION A 36" 24" MAX. 4'-0" MAXIMUM OF 12 INCHES. 48„ OR AS SHOWN STEEL REINFORCED REINFORCED 4,000 PSI 5" DIA. 36" MAX. 65' COPOLYMER PRECAST CONCRETE 75' 54" MAX. ° 6" CATCH BASIN STANDARD STEPS 50' Appvd. STEPS REQUIRED 6" ® 16" O.C.-Typ. O FOR STRUCTURES Scale Date January 2, 2014 arent Openin Size MIN. 6" WASHED Mm US Std Sieve CURB INLET DETAIL 0.425 40 to CAST IRON CURB INLET REINFORCED, 4,000 PSI GRADE 1 min mZ al/min ft2 m 5907 145 _ �'• .'' CONCRETE FORMED BRICK MAY BE USED TO REINFORCED 4,000 PSI Sec-' 2.1 ADJUST CURB INLET CAST Source: VHB REV DRYWELL SAND BAG OR 2' MINIMUM ALTERNATE WEIGHT LENGTH OF 2'X4' 2' x 4' WEIR -� tMva 2' STONE D'p'p D • p FILTER CLOTH 2' x 4' SPACER WIRE MESH aD D D INLET TO PIPE 7 6' MAXIMUM SPACING / OF 2'X4' SPACERS 2' X 4' ANCHORS HRDAT. DIST, STONE �\ / 2' X 4' CLOTH SPACER MESH 2' x 4' WEIR C❑NSTRUCTI❑N SPECIFICATI❑NS 1. FILTER FABRIC SHALL HAVE AN E❑S OF 40-85. 2, WOODEN FRAME SHALL BE CONSTRUCTED OF 2' x 4' CONSTRUCTION GRADE LUMBER. 3. WIRE MESH ACROSS THROAT SHALL BE A C❑NTINU❑US PIECE 30 INCH MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT, IT SHALL BE SHAPED AND SECURELY NAILED TO A 2' x 4' WEIR, 4. THE WEIR SHALL BE SECURELY NAILED TO 2' x 4' SPACERS 9 INCHES LONG SPACED NO MORE THAN 6 FEET APART. 5. THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED BY 2' x 4' ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE INLET AND HELD IN PLACE BY SANDBAGS OR ALTERNATE WEIGHTS. MAXIMUM DRAINAGE AREA 1 ACRE C.I FRAME WITH SLOTTED COVER, CURB INLET FRAME AND GRATE, CONCRETE BRICK & MORTAR SOLID COVER OR CURB BOX FRAME _ (OR CIRCULAR PIPE CHIMNEY & GRATE AS SHOWN ON PLAN WHERE REVD.) 1' MINIMUM _2' MAXIMUM FINISHED GRADE LOAM &SEED V D U FACE PRECAST SOLID WALL SHALLOW DOME ° =1 EQUALIZATION PIPE TO BE \13' ,° °, °L III- INSTALLED AS PER PLAN -0 MIN: q" TOP OF RINGS � g Z -1I 11=11 COLLAR ` ®=._= ,:. -m _- . _ _ III= =III- oo V 8 11 Ed �=III _ 111- 111- o o ®®®®®® III -I WRAP DRAINAGE RINGS WITH 1=11 R. ° ° INVERT FLOW _ GEOTEXTILE FABRIC SUPAC 4NP, VIII c6° 8 ° o VIII MIRAFI 140N OR APPRD. EQUAL °° g3 WHERE DRYWELLS ARE IIIA o ° 0 ®®®®®� o 0° IIIIII INSTALLED UNDER PAVEMENT � 11111 ° ° 00° IIID N IIIIII00° °° ®®® ® ®� 2' 11111- BACKFILL UNDER AND AROUND Notes: - DRYWELL WITH GRANULAR IIIIII o °� ®® ®®®� . I.. ° (MI o)° II111= MATERIAL CONTAINING LESS 1. ALL PRECAST STRUCTURES SHALL BE PROVIDED WITH 6 ° ° - - - -- - � ° 15% FI SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND =III oo° _ ° II II THAN NE SAND, SILT AND °00 ®®®®®® _.., _ ° o ° -III CLAY (SILT AND CLAY FRACTION SHRINKAGE, AND SHALL BE DESIGNED FOR HS -20 LOADING. 6 _III= ° ° ° _ o o II- NOT TO EXCEED 5%) -SEE cn ? I-111 8° - 0. o -III 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST =III ®® IB 18 IB ® 00 ° ° III= NOTE 6 z 1=III ° ° ° o o III STRUCTURES SHALL INCLUDE MANUFACTURER'S a .III ° ° ®®®®®® -i 0 ° 0 11- CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO a �IIIII ° 0 0° ®®®®®® °° ° 000J III WITHSTAND SAID LOADING. BOTTOM OF RINGS ° 1- 1=11 g a III: 2' MINIMUM CLEARANCE TO 3. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 1=11 Ct III= '� HISTORICAL HIGH GROUNDWATER o -�- ° ° _ z 4,000 PSI / 28 DAY STRENGTH CONCRETE. IIIIII o°°$ 0� ° o 1111 N.�. PER COUNTY RECORDS. -III- 00°V °° °°OUTSIDE DIAMETER ° °Q °moo° = 11- CURRENT EXISTING GW 4. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2" MAX. I: III ° o °GROUND SER ELEVATION TO BE CONFIRMED IN CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE III -II (5EE"PLAN, ° I . -1 1=1 o0 g o° 0 �° ° o o FIELD -1I1=1I1=__ ° ° ° - '-111-III-III=III=- �° og III=III=III=11= 6' MINIMUM PENETRATION INTO 5. FRAME AND COVER SHALL BE SET IN FULL MORTAR BED, II_Illl;llll illllllll °O° `� °° IIIIII111111 111-1'' VIRGIN STRATA OF PERMEABLE ADJUST TO GRADE WITH CLAY BRICK AND MORTAR (2 11=III 4' (MIN.) II-III- SAND AND GRAVEL BRICK COURSES, MIN.; 5 BRICK COURSES, MAX.) 1=1 8� I , _I -111=1I=1I I -III -III -III= °a ° 11-111=11I-11-_ = II 6. NATIVE MATERIAL TO BE USED AS COLLAR MATERIAL IF o ° ° ° ° 0 0og o °0° ° ° ° 0 0 - 4' DIA. MINIMUM CONNECTION DETERMINED TO BE SUITABLE BY THE ENGINEER. `6 ° 0', 06 ° ° ° 8 0° °°05 ° .0 oo °° TO UNDERLYING SAND AND 8 8 GRAVEL STRATA Precast Storm Water Drainage Drywell (DW) 7/12 N.T.S. Source: VHB LD Standard Precast Concrete Catch Basin N.T.S. Source: Town of Southold SW -04 Plan DRIP LINE TREE TRUNK 11117 PLASTIC :NCE (TYP.) SPACED TIES (TYP.) Notes: 1. INSTALL TREE PROTECTION FENCE AT THE DRIP LINE OF EXISTING TREES TO REMAIN. 50' MIN. BUT SUFFICIENT TO KEEP SEDIMENT ON SITE HAY BAIL AND/OR SILT FENCING CAMPBELL FOUNDRY FRAME FINISHED GRADE AND COVER NO. 1009 OR CIRCULAR INLET- SEE PLAN O ADJUST TO GRADE WITH CONC. BRICKS 00 WITH TAR 5" (TYP.)-' 24" (4""MIN.0R2" MAX) MANUF IDENTIFICATION \-,MASONRY 1 4" 11" i Y CAST IRON INLET MAXIMUM FRAME & SOLID GRADE COVER TO GRADE. BRICK MAY BE USED TO REINFORCED, 4,000 PSI ADJUST CURB INLET CAST ----�-- TRAFFIC BEARING IRON GRATE & FRAME TO SELF-SEALING BUTYL 20' 4' DIA. CONCRETE SLAB SURFACE ELEVATION A 36" 24" MAX. 4'-0" MAXIMUM OF 12 INCHES. 48„ OR AS SHOWN STEEL REINFORCED REINFORCED 4,000 PSI 5" DIA. 36" MAX. 65' COPOLYMER PRECAST CONCRETE 75' 54" MAX. ° 6" CATCH BASIN STANDARD STEPS 50' Appvd. STEPS REQUIRED 6" ® 16" O.C.-Typ. O FOR STRUCTURES Scale Date January 2, 2014 GREATER THAN 4' DEEP MIN. 6" WASHED STONE BEDDING CURB INLET DETAIL to CAST IRON CURB INLET REINFORCED, 4,000 PSI GRADE GRATE &FRAME. TRAFFIC BEARING m CONCRETE SLAB _ �'• .'' CONCRETE FORMED BRICK MAY BE USED TO REINFORCED 4,000 PSI TO CL OF PIPE ADJUST CURB INLET CAST PRECAST CONCRETE MANHOLE TYPE "A" -26-- IRON GRATE & FRAME TO CATCH BASIN Notes: SURFACE ELEVATION A 48" MAXIMUM OF 12 INCHES. 6" MIN. FROM 5'-0" 6» O TO 20'-0" MIN. 6" WASHED SLAB DETAIL STONE BEDDING 26" r REINFORI CCONCRETE ED CSLAB 4S 6" BEARING 60" NOTE: THICKNESS AND IL REINFORCEMENT FOR SOIL AND TRAFFIC LOADING BY AN ENGINEER STANDARD PRECAST CONCRETE CA TCH BASIN (4'X4' - TYPICAL) (5 FEET TO 20 FEET IN DEPTH) Standard Precast Concrete Catch Basin N.T.S. Source: Town of Southold SW -04 Plan DRIP LINE TREE TRUNK 11117 PLASTIC :NCE (TYP.) SPACED TIES (TYP.) Notes: 1. INSTALL TREE PROTECTION FENCE AT THE DRIP LINE OF EXISTING TREES TO REMAIN. 50' MIN. BUT SUFFICIENT TO KEEP SEDIMENT ON SITE HAY BAIL AND/OR SILT FENCING CAMPBELL FOUNDRY FRAME FINISHED GRADE AND COVER NO. 1009 OR CIRCULAR INLET- SEE PLAN O ADJUST TO GRADE WITH CONC. BRICKS 00 WITH TAR 5" (TYP.)-' 24" (4""MIN.0R2" MAX) MANUF IDENTIFICATION \-,MASONRY 1 4" 11" i Y PIPE MAXIMUM CAST IN WALL SIZE ALLOWABLE LD -610 N.T.S. Source: PIPE SQ. OR " DIA. DEFLECTION SELF-SEALING BUTYL 20' 4' DIA. - - - - - RUBBER CASKET 24" MAX. 4'-0" 48" MAX. 10' OR AS SHOWN STEEL REINFORCED 40' 5" DIA. 36" MAX. 65' COPOLYMER z 75' 54" MAX. POLYPROPYLENE 6' DIA. 48" MAX. 50' Appvd. STEPS REQUIRED o UJ Checked by A VL 7" - FOR STRUCTURES Scale Date January 2, 2014 GREATER THAN 4' DEEP `') w to m _ �'• .'' CONCRETE FORMED :_; •fir_; ,,;.:.::�;.: TO CL OF PIPE (SLOPE PER FOOT) MANHOLE TYPE "A" MONOLITHIC BASE Notes: 1. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3 OR 4' HEIGHTS AS REQUIRED. 2. ALL STRUCTURES SHALL BE DESIGNED FOR HS -20 LOADING FOR THE COVER CONDITIONS SHOWN ON THE PLANS. -ALL #5 BARS 6"c. TO c. WITH EXTRA BAR 3" c. TO c. AT OPENING A MANHOLE PIPE MAXIMUM SIZE SIZE ALLOWABLE LD -610 N.T.S. Source: 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' Appvd. 42" MAX. 70' Storm Drainage Manhole N.T.S. Source: VHB Item: 102 -MH 0 1 0 o- r y c� a- 0 01__ EL fr oN o� 1-- U 3�3 Of O 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. I I PLAN VIEW CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED HAY BAIL AND/OR 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. SILT FENCING FILL T018" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. CROSS SECTION Temporary Construction Entrance N.T.S. Source: Town of Southold SW -06 Notes: 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, THEN STABILIZED WITH VEGETATION OR COVERED. 4. SEE SILT FENCE DETAIL ON THIS SHEET STABILIZE ENTIRE PILE WITH VEGETATION OR COVER 2 SLOPE 10' OR W W W 1ESS FROM TOE W W W W OF SLOPE W �• W �, W W W W W W W W W W �, W W W �, �• y. "" W �• W W W W W W W W W W W W W W WW W W W W W WWWWyy. �. WJ'WVWWWW �W'WWW WWW WWWWWW WYWW WV'J'W �••YW�� N Seo STRAWBALES OR SILTFENCE Curb Drop Inlet Protection Tree Protection Fence 6/08 Soil Stockpiling N.T.S. N.T.S. Source: VHB LD -610 N.T.S. Source: 18'-0" MAX. C. to C. PERSPECTIVE VIEW 36" MINIMUM 2 x 2 FENCE POST WOVEN WIRE FENCE (6 x 6 - 10/10 WWF) FILTER CLOTH EMBED FILTER CLOTH MIN. 6" INTO GROUND �J 4" NOTE: MAXIMUM DRAINAGE AREA - 1/2 ACRE / 100 LINEAR FEET SECTION DETAIL SILT FENCE DETAILS z Silt Fence ?A &P j N.T.S. Source: Town of Southold ilf� �(a �S,-O[P JAN 0 2 2015 SOUtho!d Tovm Planning Board Engineers Scientists Planners Designers 000 100 Motor Parkway Suite 135 Hauppauge, NY 11788 lb 631.787.3400 f 631.813.2545 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Site Details II DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number C-7 Sheet of 13 14 Project Number 29305.00 29305.00_D T. D WG No. Revision Dale Appvd. Designed by DEP Drawn by DEP Checked by A VL CAD checked by A VL Approved by KPW Scale Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Site Details II DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number C-7 Sheet of 13 14 Project Number 29305.00 29305.00_D T. D WG I 0 ry w ;U) z Q J n 1 i Li i) 0 0 U U w c� Q w 0 0 Ln 0 rn N i 0 Q) C_ Q 0 0 J Q r` C6 of 0 N N 0 T 0 c 0 0 L LL 0 0- 0 z a J Q Q 0 r7 05 0 N N O T 0 C a 0 0 cn 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 24 SIA' =j 24" 0 PVC INLINE DRAIN AS MANUFACTURED BY NYOPLAST OR EQUAL REDUCER (AS REQUIRED) CAP END OF PIPE a WHERE REQUIRED 6" COMPACTED SAND & GRAVEL BEDDING Area Drain Detail 7/12 N.T.S. Source: VHB REV LD_ INLET fV AIII'= TOP VIEW )R SEC11ON FRONT VIEW SIDE VIEW PIPE DIAMETER, in (mm) Diameter 12 15 18 24 30 36 in (mm (300) (375) (450) (600) 1 (750) (900) A 6.5 6.5 7.5 7.5 7.5 7.5 in mm (165) (165) (191) (191) (191) (191) B (max) 10.0 10.0 15.0 18.0 j 22.0 25.0 mm (25 (254) (381) (475)in (559) (635) H 6.5 6.5 6.5 6.5 I 8.6 8.6 in (mm) (165) (165) (165) (165) 1 (218) (218) L 25.0 25.0 32.0 36.0 j 58.0 58.0 in (mm) (635) (635) (813) (914) j (1473) (1473) w 29.0 29.0 35.0 45.0 ! 63.0 63.0 in mm (737) (737) 1 (889) 1 (1143) (1600) 1 (1600) Flared End Section N.T.S. Source: ADS � ASSEMBLY METER VAULT PAVED AREA LANDSCAPED AREA SAWCUT EXISTING SEE APPLICABLE PAVEMENT 2" BEYOND PAVEMENT SECTIONS TRENCH WHERE REQ'D FOR PAVEMENT RESTORATION (TYP.) 0. D. + 2' MAX SEE OTE 00 ° •°�.0 PAVEMENT SUBGRADE SOILS WITHIN 9" OF PAVEMENT SUBGRADE COMPACTED TO 95% OF MAXIMUM DENSITY w BACKFILL ABOVE SPRINGLINE PER AASHTO T -99z0 TO BE PLACED IN 12" LIFTS SOILS IN EXCESS OF N 9" BELOW PAVEMENT w� SUB -BASE COMPACTED TO 90% AASHTO T-99 O.D. SPRINGLINE p BACKFILL PLACED IN 6" LIFTS ON BOTH SIDES -= OF PIPE UP TO SPRINGLINE ELEVATION 6" BEDDING (CLASS 1,11 OR III) WHERE UNSUITABLE MATERIAL IS ENCOUNTERED DURING EXCAVATION OF TRENCH Notes: CLASS I, II, OR III COMPACTED BACKFILL MATERIAL REQUIRED IN ALL PIPE ZONES, PER SUFFOLK COUNTY DHS STANDARDS. IF DEPTH OF TRENCH EXCEEDS 5', THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING OR A SHEETING BOX IN ACCORDANCE WITH OSHA REGULATION AS AN ALTERNATIVE, IF PERMITTED BY THE ENGINEER, THE TRENCH WALLS MAY BE CUT BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL, WHICHEVER IS GREATER. WHERE PIPE IS INSTALLED WITH LESS THAN 3' OF COVER, ALL BACKFILL MATERIAL THROUGH THE PIPE ZONE IS TO BE CLASS I MATERIAL. Pipe Trench 1-53 N.T.S. 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 GRADE (SEE DETAIL ON SHEET) BUILDIN F.F. EL. 8" SOLID PRECAST TOP SLAB PROPOSED HEAVY DUTY, WATERTIGHT CLEAN OUT AND LOCKING CAST IRON (SEE DETAIL) COVERS TO GRADE MIN. 4" DIA. SDR 35 PVC 8" MIN. TRAFFIC PLAN PIPE OR EQUIVALENT. BEARING TOP SLAB PITCHED MIN. 1/8" / 1' PROPOSED HOUSE TRAP FINISHED GRADE TO BE INSTALLED IN BASEMENT INLET . FLOW OUTLET ®®®®®9j LINE n TOP OF RING 2' CAST IRON PIPE �� ®©® ® ®® FROM BUILDING BAFFLE WALL F. ®®®®®131 BACKFILL TO BE CLEAN ®®®®®® SECTION A -A SAND (SP OR SM BY mm MIN. 4" DIA. SDR 35 ASTM STANDARDS) 7®®®®®® PVC PIPE OR ® ® ® ® ®® EQUIVALENT. PITCHED 1,500 GALLON SEPTIC TANK ® ® ® ® ®® MIN. 1/4" / 1' NOTES 1. ALL DOMES AND COVERS TO MEET AASHTO H-20 GROUND WATER _ LOADING REQUIREMENTS. - UNSUITABLE SOILS TO BE REMOVED AND PER PLANS REPLACED WITH CLEAN SAND FOR A DIAMETER 6' GREATER THAN THE LEACHING POOL DIAMETER (3" COLLAR) AND EXTENDING N L A EACHING POOL HYDRAULIC CONNEOCTIION UN IS I ESTABLISHED WITH A MINIMUM OF 6' OF SUITABLE SOIL Sanitary Profile & Details 9/06 N.T.S. Source: VHB 3 LOOPS #4 -/ BARS @ 6" O.C. Source: VHB 8" DIA I a 00 5" DIA. 7.5' DIA. REV 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 OR TO MUNICIPAL STAND, 0 1"" CLEAR (MIN.) 2'1 COMPACTED / BACKFILL THRUST BLOCK - MIN. BEARING 9 S.F., DO LO NOT BLOCK DRAIN.-- 6" RAIN. 6" DIA. PIPE / TEE 6" 420'(MIN.) UNDISTURBED MECHANICAL ° ° DEARTH OR JOINT (TYP) ° ° o o ° °° ��COMPACTED / \ g° °0 ° ° EMBANKMENT .. /i�//./i./, /i./i✓i�//,� �\� ��\�\\�\\�\\aid\\i�� 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 N.T.S. Source: VHB REV LD -250 BILCO DOOR SHOWN CONCRETE COLLAR CL IN OPEN POSITION TO BE POURED WITH (Q3 -AL OR EQUIV.) TOP SLAB • FINISHED GRADE 2" CLEAR a�- 6, 4'-6" 1 (MIN.) I 12 O.C. (TYP.) #3'S ®2'-0" O.C. -VERT. #4'S ® 12" O.C. - HORIZ. OUTLET SIDE SEE VAULT & BY-PASS PIPING NOTES 3,4,7 & 10 FOOTING ARSE GRAVEL FILL (APPROX. 1" - 1 1/2" IN SIZE) (AS SHOWN -SEE DETAIL) OF COPOLYMER PLASTIC MANHOLE STEP #PS2-PF (NOT SHOWN) Table Of Dimensions BENDS 16' 5'-2" -- 16" C 3 F N _ I E F BENDS B C D E io 6" 11 1/4' 8" 15" 12" 24" 3 LOOPS #4 -/ BARS @ 6" O.C. Source: VHB 8" DIA I a 00 5" DIA. 7.5' DIA. REV 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 OR TO MUNICIPAL STAND, 0 1"" CLEAR (MIN.) 2'1 COMPACTED / BACKFILL THRUST BLOCK - MIN. BEARING 9 S.F., DO LO NOT BLOCK DRAIN.-- 6" RAIN. 6" DIA. PIPE / TEE 6" 420'(MIN.) UNDISTURBED MECHANICAL ° ° DEARTH OR JOINT (TYP) ° ° o o ° °° ��COMPACTED / \ g° °0 ° ° EMBANKMENT .. /i�//./i./, /i./i✓i�//,� �\� ��\�\\�\\�\\aid\\i�� 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 N.T.S. Source: VHB REV LD -250 BILCO DOOR SHOWN CONCRETE COLLAR CL IN OPEN POSITION TO BE POURED WITH (Q3 -AL OR EQUIV.) TOP SLAB • FINISHED GRADE 2" CLEAR a�- 6, 4'-6" 1 (MIN.) I 12 O.C. (TYP.) #3'S ®2'-0" O.C. -VERT. #4'S ® 12" O.C. - HORIZ. OUTLET SIDE SEE VAULT & BY-PASS PIPING NOTES 3,4,7 & 10 FOOTING ARSE GRAVEL FILL (APPROX. 1" - 1 1/2" IN SIZE) (AS SHOWN -SEE DETAIL) OF COPOLYMER PLASTIC MANHOLE STEP #PS2-PF (NOT SHOWN) 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' 8" 30" 12" 24" 14" 6" 22 1 /2' "" 19" "" ," 13." 6" 90. " 30" "" 27" 8" 11 1/4' •• 20" •• " 12" 8" 45' " 30" ", Checked by AVL 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"" 1 25" 12" 90' 1 " 1 60" " " 52" Bends Plan Table of nimensinns ,1( C UNDISTURBED SOIL Section 1-1 17 IF TEES G H I J Sheet TEES G H I J 6"x 6"x 6" 12 24 24 18" 12"x 12"x 6" 12" 24 24 18" 8"x 8"x 6" " " " 12"x 12"x 8" •" 24" 8"x 8"x 8" " 24" 12"x 12"x 12' " 36 " 36" Tees 2� G !�2 H UNDISTURBED SOIL Plan Section 2-2 Notes: VALVE BOX DETAIL ELEVATION- NON TRAFFIC AREA I. PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE FOOTING 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 FI TTI N G. 3. CONCRETE SHALL BE 3000 PSI -TYPE I. Water Meter 12/14 Concrete Thrust Block 10/10 N.T.S. Source: SCWA 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" LOCATE 180' S C D N S APART ON PERIMETER as A A a�a NON-SKID COVER DESIGN N 17 ARy 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' L1 LI LF REINFORCING RIBS I �,H, = 8, 'D' = 24' ►I I '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 -SEWER PIPE 30' EL 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 - l N.T.S. Source: SCDHS Wastewater Management Figure 13 - l�' L JAN 0 2 2015 Southold Town Planning Board Engineers Scientists Planners Designers a01 0 a0 ib 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 f 631.813.2545 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Site Details III DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number C-8 r.pf NEW y P Sheet of r ff 14 C . 'A W 14 No. Revision Date Appvd. Designed by DEP Drawn by DEP Checked by AVL CAD checked by AVL Approved by KP W ScaleN/A Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Site Details III DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number C-8 r.pf NEW y P Sheet of r ff 14 C . 'A W 14 Project Number 29305.00 29305.00_ D T. D WG r il n t J _J x _ `U Q iz w 10 0 n O 11) 0) N ,v 0 C O a_ _z n N 0 N E Q) 0 0 0 2 Q) 0 D_ y w z 0 0 d- 00 O N O N r7 E N 0 Q) 0 T V) V) N C N N D V) 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. M I N „ S , PLANT SCHEDULE DECIDUOUS TREES THE PLANS FOR FIELD REVIEW AND APPROVAL BY THE LANDSCAPE COMMON NAME LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE OWNER'S ARCHITECT PRIOR TO INSTALLATION. Acer rubrum 'October Glory' REPRESENTATIVE. 2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL BELOW GRADE AND 8. ALL PLANT MATERIALS INSTALLED SHALL MEET THE SPECIFICATIONS American Sweet Gum ABOVE GROUND UTILITIES AND NOTIFY OWNERS REPRESENTATIVE OF OF THE "AMERICAN STANDARDS FOR NURSERY STOCK" BY THE Pyrus calleryana 'Chanticleer' CONFLICTS. 2 1/2 - 3" CAL. AMERICAN ASSOCIATION OF NURSERYMEN AND CONTRACT QP Quercus palustris Pin Oak DOCUMENTS. 3. NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND Quercus rubra Red Oak 2 1/2 - 3" CAL. CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 9. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR COMMON NAME CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY FOLLOWING DATE OF FINAL ACCEPTANCE. Ilex opaca CONFLICT. 5 - 6' HT. Appvd. IA1 Ilex opaca 10. AREAS DESIGNATED "LOAM & SEED" SHALL RECEIVE MINIMUM 6" OF 4. A 3 -INCH DEEP MULCH PER SPECIFICATION SHALL BE INSTALLED Juniperus virginiana LOAM AND SPECIFIED SEED MIX. LAWNS OVER 2:1 SLOPE SHALL BE 5 - 6' HT. UNDER ALL TREES AND SHRUBS, AND IN ALL PLANTING BEDS, UNLESS JV1 PROTECTED WITH EROSION CONTROL FABRIC. Eastern Red Cedar OTHERWISE INDICATED ON THE PLANS, OR AS DIRECTED BY OWNER'S PG Picea glauca REPRESENTATIVE. 11. ALL DISTURBED AREAS NOT OTHERWISE NOTED ON CONTRACT PG1 Picea glauca White Spruce DOCUMENTS SHALL BE LOAM AND SEEDED OR MULCHED AS DIRECTED 5. ALL TREES SHALL BE BALLED AND BURLAPPED, UNLESS OTHERWISE Pinus rigida BY OWNER'S REPRESENTATIVE. 5 - 6' HT. NOTED IN THE DRAWINGS OR SPECIFICATION, OR APPROVED BY THE PR1 Pinus rigida Pitch Pine OWNER'S REPRESENTATIVE. 12. THIS PLAN IS INTENDED FOR PLANTING PURPOSES. REFER TO SITE / BOTANICAL NAME COMMON NAME SIZE CIVIL DRAWINGS FOR ALL OTHER SITE CONSTRUCTION INFORMATION. 6. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS GRAPHICALLY Shadblow Serviceberry 8 - 10' HT./Multi-Stem SHOWN ON THE PLAN. THIS NUMBER SHALL TAKE PRECEDENCE IN Betula nigra 'Heritage' Heritage River Birch 12 -14' HT., Clump, B&B CASE OF ANY DISCREPANCY BETWEEN QUANTITIES SHOWN ON THE CC Cercis canadensis Eastern Redbud PLANT LIST AND ON THE PLAN. THE CONTRACTOR SHALL REPORT ANY CF Cornus florida 'Cherokee Princess' DISCREPANCIES BETWEEN THE NUMBER OF PLANTS SHOWN ON THE 2 1/2 - 3" CAL. PO PLANT LIST AND PLANT LABELS PRIOR TO BIDDING. Okame Cherry 2 1/2 - 3" CAL. 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. M I N „ S , PLANT SCHEDULE DECIDUOUS TREES BOTANICAL NAME COMMON NAME SIZE AR Acer rubrum 'October Glory' October Glory Maple 2 1/2 - 3" CAL. LS Liquidambar styraciflua American Sweet Gum 2 1/2 - 3" CAL. PC Pyrus calleryana 'Chanticleer' Chanticleer Pear 2 1/2 - 3" CAL. QP Quercus palustris Pin Oak 2 1/2 - 3" CAL. QR Quercus rubra Red Oak 2 1/2 - 3" CAL. EVERGREEN TREES BOTANICAL NAME COMMON NAME SIZE IA Ilex opaca American Holly 5 - 6' HT. Appvd. IA1 Ilex opaca American Holly 6 - 7' HT. Approved by KP W JV Juniperus virginiana Eastern Red Cedar 5 - 6' HT. JV1 Juniperus virginiana Eastern Red Cedar 6 - 7' HT. PG Picea glauca White Spruce 5 - 6' HT. PG1 Picea glauca White Spruce 6 - 7' HT. PR Pinus rigida Pitch Pine 5 - 6' HT. PR1 Pinus rigida Pitch Pine 6 - 7' HT. FLOWERING TREES BOTANICAL NAME COMMON NAME SIZE AM Amelanchier canadensis Shadblow Serviceberry 8 - 10' HT./Multi-Stem BN Betula nigra 'Heritage' Heritage River Birch 12 -14' HT., Clump, B&B CC Cercis canadensis Eastern Redbud 2 1/2 - 3" CAL. CF Cornus florida 'Cherokee Princess' Cherokee Princess Dogwood 2 1/2 - 3" CAL. PO Prunus incisa 'Okame' Okame Cherry 2 1/2 - 3" CAL. SHRUBS BOTANICAL NAME COMMON NAME SIZE SPACING ARM Azalea x Renee Michelle Renee Michelle Azalea 18 - 24" HT. ARB Azalea x 'Rosebud' Rosebud Azalea 18 - 24" HT. CA Clethra alnifolia 'Hummingbird' 'Hummingbird' Summersweet 2 - 2 1/2' HT. FG Fothergilla gardenii Dwarf Fothergilla/ 18 - 24" HT. IC Ilex crenata 'Convexa' Convex -leaved Japanese Holly 2 - 2 1/2' HT. IG Ilex glabra Inkberry 2 - 2 1/2' HT. IR Ilex verticillata 'Red Sprite' Red Sprite Winterberry 18 - 24" SPD IM Ilex x meserveae 'Blue Prince' Blue Prince Holly 2 - 2 1/2' HT. JH Juniperus horizontalis 'Bar Harbor' Bar Harbor Creeping Juniper 18 - 24" SPD KL Kalmia latifolia Mountain Laurel 2 - 2 1/2' HT. LF Leucothoe fontanesiana Drooping Leucothoe 15 - 18" SPD. PF Pieris floribunda Mountain Pieris 18 - 24" SPD RV Rhododendron viscosum Swamp Azalea 2 - 2 1/2' HT. RP Rhododendron x 'Olga Mezitf Olga Mezitt PJM Rhododendron 2 - 2 1/2' HT. SP Spiraea x bumalda 'Little Princess' Little Princess Spirea 15 - 18" SPD. TG Taxus cuspidata 'Greenwave' Japanese Yew 18 - 24" SPD TH Taxus x media ' Hatfieldii' Hatfield Yew 3 - 4' HT. VD Viburnum dentatum 'Arrowwood' Arrowwood Viburnum 2 1/2 - 3' HT. ANNUALS/PERENNIALS BOTANICAL NAME COMMON NAME SIZE SPACING HS Hemerocallis hybrid 'Stella de Oro' Stella de Oro Daylily #1 POT 18" o.c. GRASSES BOTANICAL NAME COMMON NAME SIZE SPACING FE Festuca glauca 'Elijah Blue' Blue Fescue #1 POT 2' o.c. PH Pennisetum alopecuroides 'Hameln' Hameln Dwarf Fountain Grass #1 POT 2' o.c. GROUND COVERS BOTANICAL NAME COMMON NAME SIZE SPACING VM Vinca minor Common Periwinkle flat 12" o.c. REST i a. 5 „ 80 0 80 160 SCALE IN FEET Engineers Scientists Planners Designers 0110 Nil 0 ib 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 f 631.813.2545 �4 Scale Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Overall Planting Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number qr ucE,,, VE� u I JAN 0 2 2015 Southold Town Plannina Board L-1 Sheet of I 11 Project Number 29305.00 29305.00_LA. D WG No. Revision Date Appvd. Designed by SFD Drawn by WHH Checked by A VL CAD checked by wHH Approved by KP W I„_go, Date January 2, 2014 �4 Scale Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Overall Planting Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number qr ucE,,, VE� u I JAN 0 2 2015 Southold Town Plannina Board L-1 Sheet of I 11 Project Number 29305.00 29305.00_LA. D WG 'S J r T- J n SV as L �r 0 0 s 34 JV ' , F j I !8 PR —� 36 PR 29 IA 26 PG v BA 1008 IA F f jjjj(g($j3 , . .../ 11 ARS I � � i 1$ 1 Pf I109 l A y l S: I �E �I ar shy 1,� i 33 LIMIT OF LAWN, f,,ym 3 Q 4 32 L III��E ;� • rw• wp sya wy� �Aw P5. n "s s 3- - y� g « e e • F 30 IA 23 PG 22 PG —' - Engineers Scientists IPlanners IDesigners 000 0-00 ib 29 PG 8 PR 33 PR 34 JV \ 44 IA a ..s:.:. 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I 8 LF 1 KL .f ' 1 IC 1 IC 8 LF 3 RV 110 2 RP 3 RP 111 I I Vis; 3 RV 109 5 LF 3 RP A 5 SP A I I 5 SP A 2 VD O 1 VD �I 4 LF 00 1 VD 5 PH I� 5 PH 1 IG I I ® 2 VD I ® 2 VD I 0 a1\ ° 1 0 /1 TH 9 SP / 6 P r-2 RP / r-3 TG 16 HS 2 RP 3 LF 7 LIG F ®® �\ 1 IR 3 TG v 38 VM 6 LF g 2 SP 2 IC /__2 IC 2 LF F 16 HS CD 2 LF 0 2 IC 3 VM 6 CA 1 TH X 2 KL 6 PF C V xXxX X _ �3 VD 1 \ 16 HS 2 KL 3 LF 2 PF r-2 IC r— 16 HS • LOT & -- SE p��YP��--� 35°° °° o° o°_ 1 V 2 VD 3 LF 106 105 3 FG A 2 RP — 0--3 IG A 3 SP 4 LF 2 IC 2 1C 3 ARB � ( 3 ARM 1 KL 3 LF 1 KL 3 RV 3 LF ° 1 IM 3 LF Q 2 IG 2 VD 3 SP 2 IG 3 PF • 4 LF • 4 PF ss � d01S mn Q • Engineers Scientists Planners Designers 000 X00 lb�Q 100 Motor Parkway Suite 135 Hauppauge, NY 11788 / 631.787.3400 f 631.813.2545 35� 5 LF 1 IM 1 IR 2 IR 1 IM 8 LF 5 LF 1 IC 9 LF 1 IC + 1 IC 3 ARM rl2 2 KLJ A 5 PF—� 2 VD 5 PH — 1F 2 VD LIMIT OF LAWN 1'2 TG 45 LF rl i 2 IG 5 LF 3 ARM vv. oy 00 M�1 —. - —1 RP 3 LF 4 LF 2 IC - 1 IC 4 PF 4 PF LOAM & -ED (TYP.) a 5 LF 1 IM 2 IR 3 LF 8 LF 1 lIG ° 1 IC 1 IG 1 IC 9 LF Q�Q 3 RV1 KL ° 3 RP 113 1 KL 5 SP A (114 8 LF P 1 VD C. O� 5 LF L 5 PH 2 F C A ® 2 VD 2 VD 4 LF ;: • 1 11. 1 IG l"/l 111\\\\\\\ I�l/q,� rr• �/„ :' S 0❑ ❑B. --'ter. - P &�� I ` $ (103 A r- Drawing Number - L-8 k Ccs LJ 1 TH ° • O� o PFf i►• O1i� �i►t� ,Ol Sheet e� 2 IG s 11 —33 34 I 1\ \ i \ Ii 3 LF 1 IG I'- 5 LF 1 IG I I _ 1 IM 9 LF �QQ 2 IR 1 KL l . I 8 LF 1 KL .f ' 1 IC 1 IC 8 LF 3 RV 110 2 RP 3 RP 111 I I Vis; 3 RV 109 5 LF 3 RP A 5 SP A I I 5 SP A 2 VD O 1 VD �I 4 LF 00 1 VD 5 PH I� 5 PH 1 IG I I ® 2 VD I ® 2 VD I 0 a1\ ° 1 0 /1 TH 9 SP / 6 P r-2 RP / r-3 TG 16 HS 2 RP 3 LF 7 LIG F ®® �\ 1 IR 3 TG v 38 VM 6 LF g 2 SP 2 IC /__2 IC 2 LF F 16 HS CD 2 LF 0 2 IC 3 VM 6 CA 1 TH X 2 KL 6 PF C V xXxX X _ �3 VD 1 \ 16 HS 2 KL 3 LF 2 PF r-2 IC r— 16 HS • LOT & -- SE p��YP��--� 35°° °° o° o°_ 1 V 2 VD 3 LF 106 105 3 FG A 2 RP — 0--3 IG A 3 SP 4 LF 2 IC 2 1C 3 ARB � ( 3 ARM 1 KL 3 LF 1 KL 3 RV 3 LF ° 1 IM 3 LF Q 2 IG 2 VD 3 SP 2 IG 3 PF • 4 LF • 4 PF ss � d01S mn Q • Engineers Scientists Planners Designers 000 X00 lb�Q 100 Motor Parkway Suite 135 Hauppauge, NY 11788 / 631.787.3400 f 631.813.2545 35� 5 LF 1 IM 1 IR 2 IR 1 IM 8 LF 5 LF 1 IC 9 LF 1 IC + 1 IC 3 ARM rl2 2 KLJ A 5 PF—� 2 VD 5 PH — 1F 2 VD LIMIT OF LAWN 1'2 TG 45 LF rl i 2 IG 5 LF 3 ARM vv. oy 00 M�1 —. - —1 RP 3 LF 4 LF 2 IC - 1 IC 4 PF 4 PF LOAM & -ED (TYP.) a 5 LF 1 IM 2 IR 3 LF 8 LF 1 lIG ° 1 IC 1 IG 1 IC 9 LF Q�Q 3 RV1 KL ° 3 RP 113 1 KL 5 SP A (114 8 LF P 1 VD C. O� 5 LF L 5 PH 2 F C A ® 2 VD 2 VD 4 LF ;: • 1 11. 1 IG l"/l 111\\\\\\\ I�l/q,� rr• �/„ :' S 0❑ ❑B. --'ter. - P &�� I ` $ (103 A r- I 'C 1 I 3 RV 3 RP 115 5 PF A 1 VD 5 PH 2 VD I Drawing Number 1 KL L-8 k Ccs LJ 3 LF ° 3 RV Sheet of 2 IG s 11 JAN 0 2 2015 3 SP _..> 3 SP Project Number Southold Town No. Revision Date Appvd. Designed by SFD Drawn by WHH Checked by A VL CAD checked by WHH Approved by KPW Scale 111-201 Date January 2, 2014 3 3 3 i \y/ iyJ �) 7I f I 'C 1 I 3 RV 3 RP 115 5 PF A 1 VD 5 PH 2 VD I _ l i j 001 Project Title \ II/r' J•� i €� \ � .. I,i� �� ,z, o -„e w,,Aw«:n w., .« wa ., o ��.. . -�. , .-.:._,«..a_•__"„ .,�>�.� �...: M «.. �`, oo�❑ ❑❑ ❑❑ The Heritage 33 IJJ J J JJ LIMIT OF IRRIGATIONlV; ( ) At g — — — —TYP — - — — — — — — — =- — — Cutc o ue � 1�,.=� \ � '�nn11\\\ `zm, i'�jfde��l \ f'��.1� A• 4�' { \011p, t York _ - `\ `_tl Cutchogue New cfl - ;, LIMIT Town o Southold N OF LAWN Issued f ' /1111\\�' /" \ '�\\~ r /^ i=ce '` � . r N\\\U\IOr 1\lyr°y JJ JJ J LIMIT OF ` J7 /1111= JJ� MEADOW M 32 . haw Ipri \\pPI�!/po �uull0jo \\,111�gi\\ \0 ... .. .. U , = • - - _ _ . �I/lI • _ //IIIIII, I// // - '�//111111\\� \ 1111' r/i//�i �� \\� J�\Un Vi//�i �� • \\� �� '// I\� _�� \\\II Ip G,i 4 \\�c �� /�i - I\\�c �� /�i O I\\� 11•1 v/ __ \\0l p, //11•1 1\\-` //y \\\1,, %\\\11 I// \\\1\II I// \\\\III I„ \ - ,,,,111I1 r/�r�i �\ ��I,\��\ �,\I•I �r,,%,� - �\,\,n•l�,/,%/ _ _ - I \ % _ _ • _ _ • o i-17 _ _ �� . _ � • � • � • c � • - 1 � % '�llll,\\ �\ I / 1 \�` �� \\ , / ---------------- X A ///11111\�\\ �� \ � � \ \ • % lull \ % /!11111\\�\ /1111 11111 /1111 //1111 \\ //111111\\\\ \`� \ � • � ' ` I - i 3 e w 1 , 1. _. X m - Not Approved for Construction Drawing Title Shrub - Planting = g Plan -JW1L A - 20 0 20 40 SCALE IN FEET Drawing Number L-8 k Ccs LJ Sheet of s 11 JAN 0 2 2015 _..> Project Number Southold Town No. Revision Date Appvd. Designed by SFD Drawn by WHH Checked by A VL CAD checked by WHH Approved by KPW Scale 111-201 Date January 2, 2014 _ l i j 001 Project Title \ II/r' J•� i €� \ � .. I,i� �� ,z, o -„e w,,Aw«:n w., .« wa ., o ��.. . -�. , .-.:._,«..a_•__"„ .,�>�.� �...: M «.. �`, oo�❑ ❑❑ ❑❑ The Heritage 33 IJJ J J JJ LIMIT OF IRRIGATIONlV; ( ) At g — — — —TYP — - — — — — — — — =- — — Cutc o ue � 1�,.=� \ � '�nn11\\\ `zm, i'�jfde��l \ f'��.1� A• 4�' { \011p, t York _ - `\ `_tl Cutchogue New cfl - ;, LIMIT Town o Southold N OF LAWN Issued f ' /1111\\�' /" \ '�\\~ r /^ i=ce '` � . r N\\\U\IOr 1\lyr°y JJ JJ J LIMIT OF ` J7 /1111= JJ� MEADOW M 32 . haw Ipri \\pPI�!/po �uull0jo \\,111�gi\\ \0 ... .. .. U , = • - - _ _ . �I/lI • _ //IIIIII, I// // - '�//111111\\� \ 1111' r/i//�i �� \\� J�\Un Vi//�i �� • \\� �� '// I\� _�� \\\II Ip G,i 4 \\�c �� /�i - I\\�c �� /�i O I\\� 11•1 v/ __ \\0l p, //11•1 1\\-` //y \\\1,, %\\\11 I// \\\1\II I// \\\\III I„ \ - ,,,,111I1 r/�r�i �\ ��I,\��\ �,\I•I �r,,%,� - �\,\,n•l�,/,%/ _ _ - I \ % _ _ • _ _ • o i-17 _ _ �� . _ � • � • � • c � • - 1 � % '�llll,\\ �\ I / 1 \�` �� \\ , / ---------------- X A ///11111\�\\ �� \ � � \ \ • % lull \ % /!11111\\�\ /1111 11111 /1111 //1111 \\ //111111\\\\ \`� \ � • � ' ` I - i 3 e w 1 , 1. _. X m - Not Approved for Construction Drawing Title Shrub - Planting = g Plan -JW1L A - 20 0 20 40 SCALE IN FEET Drawing Number L-8 k Ccs LJ Sheet of s 11 JAN 0 2 2015 _..> Project Number Southold Town 29305.00 Planning Board 29305.00_LA. D WG 2 VD 3 FG 2 RP 3 SP 2 IC / A P9 P1 1 KL- -3 LF 3 RV -1 IR 2 IG 3 SP -3 SP 1('( 32 \U1,��.�//i, - _,O •4'4/1111\\Q+inII1Pc _ .... \\1111'1/' \\\l //ii,�I\� �` x/\\ ///III\\ •`\\I\\l\� 11111 \T('�� 9 SPJ �-7 LF 1 THJ k 3 IG � 1 TH 1 IR 2 RP 2 KL 2 IG 6 SP ATCHLIN \ 69 6 SP 6 LF C. 9 3. VD 3 VD 3 TG 70 2 IV !� e 00 32' — — _..7'— \ _ � +i...i 74 LIMIT OF IRRIGATIO } 4 1 _ "5 LF - 1 IM 2 IR - 8 LF 1 IC .., Co 6t--_— �\� Project Title ;\y' � 35 The Heritage un �, At Cutchogue _ Cutchogue, New York _ Town of Southold Issued for Engineers Scientists Planners Designers 000 0-00 lb 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 f 631.813.2545 Not Approved for Construction -� - \p\ullpii� \\�uu Drawing Title % n J\ \1111//,, I p, ,11 q, UUl yl/q, \� \III _ • — _0 \\\111111,,,/ \\ ,� \\\lll'1/� \\111�r„// /// `c \ I // /i�/IIID\\\\ �� % /1111 \\\\ = • — . 8 • /% = _ = _ _ _ . - �_ ",111""01vIIII�,�\�_ . _ _ . _(E)0 Shrub •Q\ -\ • � �c :\uu�//i„ ;/ �.`\\ul�///oO�inu�c • \ • _ /III � //lll`\\�\\� ///111`'\\ PlantingPlan ,/,11111\\� /,III`\\\ x•,111 `\\' =/111`\\\ %K,1,111\\\ =„111`\\\\ I i s € i r 20 0 20 40 SCALE IN FEET DIST 1000; SEC. 102; BLK. 1 LOT 33.3 'F 1 ►�VGE�� FIIF-- JAN 0 2 2015 Southold Tovin Planning Board Drawing Number L-9 Sheet of 9 11 Project Number 29305.00 29305.00_LA. D WG No. Revision Date Appvd. Designed by SFD Drawn by WHH Checked by A VL CAD checked by WHH Approved by KPW Scale 1”-201 Date January2, 2014 Not Approved for Construction -� - \p\ullpii� \\�uu Drawing Title % n J\ \1111//,, I p, ,11 q, UUl yl/q, \� \III _ • — _0 \\\111111,,,/ \\ ,� \\\lll'1/� \\111�r„// /// `c \ I // /i�/IIID\\\\ �� % /1111 \\\\ = • — . 8 • /% = _ = _ _ _ . - �_ ",111""01vIIII�,�\�_ . _ _ . _(E)0 Shrub •Q\ -\ • � �c :\uu�//i„ ;/ �.`\\ul�///oO�inu�c • \ • _ /III � //lll`\\�\\� ///111`'\\ PlantingPlan ,/,11111\\� /,III`\\\ x•,111 `\\' =/111`\\\ %K,1,111\\\ =„111`\\\\ I i s € i r 20 0 20 40 SCALE IN FEET DIST 1000; SEC. 102; BLK. 1 LOT 33.3 'F 1 ►�VGE�� FIIF-- JAN 0 2 2015 Southold Tovin Planning Board Drawing Number L-9 Sheet of 9 11 Project Number 29305.00 29305.00_LA. D WG .01 �VN� / - 7 PF —J / / LIMIT OF IRRIGATION (CP �- 1 TH It 10101 34 LIMIT / r OF LAWN 3 VD ^J� 2 SP tk 33 2IC ! •._ m:: w.w xmv ay.x=w. we aas s.. - c -mu... • . ssnwa. xwxwan ce.e eawm, ccs .w rxa xu sea a-ron. x } I =i j' - m.. w.., r... <-, ua. r> am >., e . w ..- rram\ 16 HS r x'� 6 SP iG DD 2 RP _ UD DD OD DD 7 PF 2 SP ° �r 2 IC 00 0 16 H S /j 1 IM { 10 2 VD 2 TG 91 5 LF 1 IM 93 3 FG 5 LF 92 A 2 IG fft7 :. A 2 RP �• 2 IG A 5 SP 5 LF 5 LF 2 IG 3 F 94 2 C 2 IG 2 KL—\ C Q 5 RV -I,1F , 3 IG 5 SP A 3 ARB 3 ARM 1 KL 2 KL DO 4 LF 1 KL 1 IC RV 2 IC 1 KL 1 KL 1 RP 1 RP 3 F ° + f l<` ;:{ 3 RV 3 ARM 3 LF ° ° 3 LF 5 1 IC LF \ 2 KL 3 RV 4 LF 1 IC \ �`` 5 LF + 1 KL 1 KL 1 IM 2 IC 4 SP fl 0 / X31 't \ 2 t 3 LF 2 IG 1 IC 4 SP ` y� >, 5 3 SP LOA & 4 SP 3 LF 3 SP 4 SP 2 VD SEED ( YP,)2 IG ✓'kk 4 LF 4 SP \ ;G S ..___.._ ..... .... __ ..... _.___._._.....__..._....... 11""` Q_ V C I— C 29 rT1 Engineers Scientists Planners Designers 010 0,i ib 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 f 631.813.2545 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction JJ JJ - v Drawing Title JJ�-37 JJ J J 1n \\,,,,111///,, a\\Ilyr \\\Uly,,,,, \\U,ly,,,,, \\,\,ly,pp11y,py ��'• ,, _ ,,,,ly„ - • / = _ _ � - • - � � \\\\III I � 11111, \ c III \\1111 .\011111/, p\\III I/ii \p11V p,/ \pUl 1//p % \Oplyr„/� �� \pUl 1j/i� i • \ 'oirG :\ /': :\\ /ip� .\\\u yip �\ \Nl�i/qO o - - p /„ -�, %, ► , 1 ,, -- . �\ y �/, ,\” J\ p�` J. ,1 O\ ' _ _ _ % _ % > • _ j� . Shrub — _ = ',111\ • _ — • — — _ • _ \ _ • _ 6,// 1�\ . . ��/1111\\ 111 �` / /l 1 4 \ /I \\ c /Ilio \ % /1111 - % - . _ - . - s • _ - - a c - c • _ o- \Uill// \\1111/, � \\1111!/ � \\114// � \\1114/ � \\III/// � plll/// � \\1111// � \\11111/ � \\\lull/ /ll1 � � _ - � - - • _ - . 2 — • E � _ � c _ — a — O � \p\11 1p � d0 � / /G \ 2 ' /,� ' ,G 1/0, -,� .• �\ y =� `` • =� \ '% . '/ ''/nm III - - - - PlantingPlan — — — . = v = ,\\`. , \,\. �, V ,111= ,1111 11111 „1111\ _.. _ . r. DIST 1000; SEC. 102; BLK. 1 LOT 33.3 _ I Drawing Number r 1 c--10� Sheet of 20 0 20 40 JAN 0 2 2015 10 11 Soutnng Board Project Number SCALE IN FEET Planning 29305.00 29305.00_LA. D WG No. Revision Date Appvd. Designed by SFD Drawn by WHH Checked by A VL CAD checked by WHH Approved by KPW Scale 111_201 Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction JJ JJ - v Drawing Title JJ�-37 JJ J J 1n \\,,,,111///,, a\\Ilyr \\\Uly,,,,, \\U,ly,,,,, \\,\,ly,pp11y,py ��'• ,, _ ,,,,ly„ - • / = _ _ � - • - � � \\\\III I � 11111, \ c III \\1111 .\011111/, p\\III I/ii \p11V p,/ \pUl 1//p % \Oplyr„/� �� \pUl 1j/i� i • \ 'oirG :\ /': :\\ /ip� .\\\u yip �\ \Nl�i/qO o - - p /„ -�, %, ► , 1 ,, -- . �\ y �/, ,\” J\ p�` J. ,1 O\ ' _ _ _ % _ % > • _ j� . Shrub — _ = ',111\ • _ — • — — _ • _ \ _ • _ 6,// 1�\ . . ��/1111\\ 111 �` / /l 1 4 \ /I \\ c /Ilio \ % /1111 - % - . _ - . - s • _ - - a c - c • _ o- \Uill// \\1111/, � \\1111!/ � \\114// � \\1114/ � \\III/// � plll/// � \\1111// � \\11111/ � \\\lull/ /ll1 � � _ - � - - • _ - . 2 — • E � _ � c _ — a — O � \p\11 1p � d0 � / /G \ 2 ' /,� ' ,G 1/0, -,� .• �\ y =� `` • =� \ '% . '/ ''/nm III - - - - PlantingPlan — — — . = v = ,\\`. , \,\. �, V ,111= ,1111 11111 „1111\ _.. _ . r. DIST 1000; SEC. 102; BLK. 1 LOT 33.3 _ I Drawing Number r 1 c--10� Sheet of 20 0 20 40 JAN 0 2 2015 10 11 Soutnng Board Project Number SCALE IN FEET Planning 29305.00 29305.00_LA. D WG T7 00 HARDWOOD STAKES OR DEADMAN (TYP.) TREE PIT ROOT BALL GUY WIRE —UNK 3"�-I Notes: 1. STAKING IS NOT REQUIRED FOR TREES UNDER 10" HIGH. 2. PAINT TOP OF STAKES ORANGE OR REFLECTIVE RED TAPE. 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. Source: VHB VVI I rl 31—Ur-LU 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, F PLACE MULCH 3" OF TRUNK TO FORM A SAUCER BACKFILL MIXTURE. E AND CUT AWAY BURLAP A 1/3 OF ROOT BALL (MIN); fNTHETIC WRAP IS USED, OVE COMPLETELY ROOT BALL ON EXISTING ISTURBED SOIL OR ON PACTED SUBGRADE Tree Planting (For Trees Under 4" Caliper) 1/10 N.T.S. Source: VHB LD -602 HARDWOOD STAKES OR DEAD' ^ "' TREE PIT ROOT BAI GUY WIRE PLANTING TRANSITI( T7 UNTIE AND CUT AWAY BURLAP FROM 1/3 OF ROOT BALL (MIN); IF SYNTHETIC WRAP IS USED, REMOVE COMPLETELY. SIT ROOT BALL ON EXISTING UNDISTURBED SOIL OR ON COMPACTED SUBGRADE PLANT BACKFILL MIXTURE Y2 INCH DIAMETER BLACK REINFORCED RUBBER HOSE GUYWIRE — SEE GUYING SCHEDULE ROOT FLARE SHALL BE SET 2" ABOVE THE ESTABLISHED FINISHED GRADE. 3" PINE BARK MULCH, DO NOT PLACE MULCH WITHIN 3" OF TRUNK. SLOPE TO FORM 3" HIGH SAUCER. 2"X2" HARDWOOD STAKE OR DEADMAN LOCATE TWO OF THE THREE GUYS ON THE UPHILL SIDE OF THE TREE. PLANTING TRANSITION SLOPE 4" LOAM AND % SEED OR SOD DESIGN SLOPE \ \ '41,��`3 COMMON FILL 7, Tree Planting on Slope 1/12 N.T.S. u n ontnrnnn cTn vcc 'Votes: VVI I n OLUrw .)IvL-.D NOT REQUIRED FOR ER 12' HIGH. EE TIE WEBBING TIED) 6" OF STAKES ORANGE TIVE RED TAPE HARDWOOD STAKE 3 PER TREE) THIN 6't OF ROOT BALL) ARE SHALL BE LY EXPOSED, SET THE ESTABLISHED GRADE :ARK 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, 1E 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 HOLE (THREE TIMES ROOTBALL DIA. WITH SLOPED SIDE) Notes: 1. LOOSEN ROOTS AT THE OUTER EDGE OF ROOTBALL OF CONTAINER GROWN SHRUBS. 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 1/3 (MIN) OF ROOT BALL; IF SYNTHETIC WRAP IS USED, REMOVE COMPLETELY. Shrub Bed Planting 6/08 N.T.S. Source: VHB LD -601 Engineers Scientists Planners Designers 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 f 631.813.2545 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Planting Details DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number JAN 0 `L 2015 I Southold Town Planning Bono Sheet of 11 11 Project Number 29305.00 29305.00_LA. D WG No. Revision Date Appvd. Designed by SFD Drawn by WHH Checked by A VL CAD checked by WHH Approved by KPW Scale As Noted Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Planting Details DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number JAN 0 `L 2015 I Southold Town Planning Bono Sheet of 11 11 Project Number 29305.00 29305.00_LA. D WG BORING No. 4L7'TT{ DATE: 12 7106 . -13&rgamm wtix� 12/7/06 A= a r�►na GI"NE�.�i. N0r� Nd INFM �M .� B II/PRP1� i•10 OIL SANDY TOPSOIL COARSE T4 FINE •BRpknR SAND, COARSE TO FINE BR.OUrN AMD19 OF SAWAP S1LTY TOPSOIL 24 SILTY TOPSOIL LIGHT SRO10 SAND AND SO4E SILT, SDME GRAVEL (Skf) SILTY L01K 1) WATER LEVELS SHOWN AT 7110SE ... 7 ..j ._14 .... .,. MEASURED ON' THE DATE INDICATED SILTY LDAM 24 . ._.,. 22 .. , 4 AND MAY NOT BE REFLECTIVE OF ...__ 16• 12 .. _ COARSE TO FINE BItOWY A -ND DAILY OR SEASONAL VARIATIONS .. .. ..._ .._ _.. LIGHT ER.0M SAD AND' IN TffE-.GR0UNDWkTER LEVEL. Scale N/A 12 1S (;RAvrL, 0CW101 1 LARGE 2) THE BORING RESULTS 19 10 __.+ 1S GRAVEL CSW) REPRESENT SUR-StiRFACE 12 15 CONDITIONS AT TRE BORING .. .._. .... COARSE T4 FINE BROG3N M LOCATIONS ONLY AND ARE NOT .. .. LIGHT BROWN SA14D AYD NECESSARILY R.EPRESENT01VE GRAVEL (SV) GRAVEL (Sul) OF CONDITIONS AT OTRER 14 6 . .............8 .... , 14 15 16 lI 20 11 10 14 r10 .. . io 12 17 20 25 24. ,25; . 12 .., ENA OF BORING,: '25,01, END OF BORING: 15 'WATER EIJC0UVT.E1=. 14 J I 2 17 END OF BokING: 25' 0'I BORING No. 4L7'TT{ DATE: 12 7106 VIEvac I fid! FEV _........ NO. Moe= 0811M liddi milts+• 15__ OIL SANDY TOPSOIL COARSE T4 FINE •BRpknR SAND, COARSE TO FINE BR.OUrN AMD19 OF SAWAP GE#'O: KOM 24 SILTY TOPSOIL LIGHT SRO10 SAND AND SO4E SILT, SDME GRAVEL (Skf) COARSE T4 FIDE BROW.S0D .__ ... 7 ..j -•• � .... .,. ,_.., SILTY LDAM 24 . ._.,. 22 .. , 4 .. ...__ .., •.•._�_. .. _ .. ... COARSE TO FINE BROWN SAND Designed by DEP 7 ___•_, _ AND GRAVEL, OGCASIONAL Scale N/A 12 1S ......__ LARGE GRAVEL (S?/SW)- 19 01 12 COARSE TO- FINE DRO'iM--OD COAME TO.FINT, 'BROWN AND 14 LI GIiT BROWN LIGHT BRO10 SAND AND �15 11 ............14, W._... GRAVEL (SW) GRAVEL (SV) 10 14 4 14 15 16 ' 20 11 10 14 r_. , .......... 1g 14 15 I2 END OF BORING: 25.0" .0 0070RINGS M BORING No. 2 cu, 12/7106 Ir3.r��rt 4L7'TT{ +�OQw S�+l� Chi fid! FEV _........ NO. SX S"A"X .. SILTY LOAM 15__ OIL SANDY TOPSOIL COARSE T4 FINE •BRpknR SAND, COARSE TO FINE BR.OUrN AMD19 OF SAWAP GE#'O: KOM 24 5' LIGHT SRO10 SAND AND SO4E SILT, SDME GRAVEL (Skf) COARSE T4 FIDE BROW.S0D .__ ... 7 ..j -•• � .... .,. ,_.., AND GRLVEL (SW) 24 . ._.,. 22 .. , 16 .. ...__ .., •.•._�_. .. _ .. ... COARIE .T(I...FINE $ROWN AND Designed by DEP 7 ___•_, _ LIGHT BROWN SAND Av Scale N/A ... 1.1 ......__ G u . (SV) 9 10 GRAVEL ('SV) 12 COARSE TO- FINE DRO'iM--OD 2.0 14 LI GIiT BROWN SM • AND �15 11 ............14, W._... GRAVEL (SW) 17 END OF -BORING: 25'0" (;ENEM HC)7zs W(L 17 i 7e� DAM 12J7/06 VJRFAraw. avopi SAMPLE /--,SILTY TOPSOIL SILTY LOAM. 7 COARSE TO FINE 1 ROVN 91D LIGHT BROWN SAND AND 14 14 GRAVEL (SW) 10 14 12 '15 12 14 zs _2a 10 1i 12 25 10 r (REP T qN BORA G- � W/L 25'7" 0ATa- 12/5106 -SURF0"XTX*k � ., ...� . ..., ...... _........ ....... SILTY LOAM .. SILTY LOAM 15__ _ .14 COARSE TO FINE BR.OUrN AMD19 OF SAWAP GE#'O: KOM 24 LIGHT SRO10 SAND AND LIGHTBROWNSAND AND, LIGHT OCCASIONAL LARGT �. .... �. ....r r. .... GUM, OpCASIVL LARGE� ,_.., GRAVEL (SR) 24 . ._.,. 22 .. , 16 .. ...__ .., •.•._�_. .. _ .. ... COARIE .T(I...FINE $ROWN AND Designed by DEP 7 ___•_, _ LIGHT BROWN SAND Av Scale N/A ... _..., ....... .. ......__ G u . (SV) _ GRAVEL ('SV) o COARSE TO- FINE DRO'iM--OD 14 LI GIiT BROWN SM • AND ; 11 ............14, W._... GRAVEL (SW) 17 14 4 16 14 11 10 14 r_. , .......... .. . 17 25 24. ,25; . 1. .......... _ 1.5. .., ENA OF BORING,: '25,01, END OF BORING: (REP T qN BORA G- � W/L 25'7" BORING. 0ATa- 12/5106 -SURF0"XTX*k � r �► ►» TOPSOIL _.. ..., .. .._.__ .; ......_..__ . .. SILTY LOAM W P' . ..... .14 _ OF SAWAP GE#'O: KOM COARSE TO FINE' 13ROWN AND 21 30 LIGHTBROWNSAND AND, LIGHT ,.,. ... �. .... �. ....r r. .... GUM, OpCASIVL LARGE� .SILTY LOAM, 24 . ._.,. 22 .. , GRAVEL (SW) .. ....... 26 ' Date Appvd. Designed by DEP 7 Checked by A VL CAD checked by A VL COARSE TO FINE BROW AND Scale N/A ... _..., ....... .. ......__ LIGHT BROWN SAND AND _ GRAVEL ('SV) o COARSE TO- FINE DRO'iM--OD LI GIiT BROWN SM • AND ; 11 ............14, W._... GRAVEL (SW) 17 16 10 14 r_. , .......... .. . 10 ,25; . 1. .......... _ 1.5. .., END OF BORING: 2510" BORING. t�. r �► ►» W P' stoyz W. OF SAWAP GE#'O: KOM lowQP S� i3IL .SILTY LOAM, TRACE GRAYISH ... .._... -- ,._.........._....... ....... BROWN SILT (SM)' Date Appvd. Designed by DEP 7 Checked by A VL CAD checked by A VL Approved by KPW Scale N/A Date January 2, 2014 2 14 y ..,.. COARSE TO- FINE DRO'iM--OD LI GIiT BROWN SM • AND ; 11 ............14, W._... GRAVEL (SW) 17 ID"' r_. , .......... .. . 10 Engineers Scientists Planners Designers 00 ib 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 f 631.813.2545 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for 11 Not Approved for Construction "- Drawing Title .----- ....._._... ., Soil Borings x0 12 14 DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number w END OF BORING: 25'0y' ' ' - '• General Notes 1. SOIL BORINGS PERFORMED BY SLACKE TEST BORING, INC. ON DECEMBER 5, 2006. 2. SEE UTILITY PLANS BY VHB FOR BORING LOCATIONS. 3D - Sheet of ' JAN @ 2 2015 1 I 1 $OUtiownProject Number o!d T 29305.00 T Plannirtn Baa;? 29305.00_BOR. D WG No. Revision Date Appvd. Designed by DEP Drawn by DEP Checked by A VL CAD checked by A VL Approved by KPW Scale N/A Date January 2, 2014 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for 11 Not Approved for Construction "- Drawing Title .----- ....._._... ., Soil Borings x0 12 14 DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number w END OF BORING: 25'0y' ' ' - '• General Notes 1. SOIL BORINGS PERFORMED BY SLACKE TEST BORING, INC. ON DECEMBER 5, 2006. 2. SEE UTILITY PLANS BY VHB FOR BORING LOCATIONS. 3D - Sheet of ' JAN @ 2 2015 1 I 1 $OUtiownProject Number o!d T 29305.00 T Plannirtn Baa;? 29305.00_BOR. D WG Engineers i Scientists '.J ri Planners Designers J 000i L .J :l J, 0 L S U 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 f 631.813.2545 36 J n - 4 s I � .w. •" n � fi 1 •j ♦. t4 .._.. ", ._ _.._....,.. .< O T + 30 � < 31 !y O 2 33 33 + + + 32 J =+ 34- + + + + + + + --- 34 , - + + + + + + + + + + + 32 - -- 31 • 31 . • " • a.,.. r + + + + + + + -- — 30 - `72 i + + �— 3 — PEI�;IlVETER BERM --27 3 32 �, 33 3,800 LF --------- + + + + 8 + �+ + X33 26 27 26 65 B4 4 22 + „ + + + + �/ 34 33 `1 30 29 23 ( -- / „ AREA 3 e B B ' �� 35 B + +,+ + + + (49M + + 0 +IJ- + + + + .� + 30 + 30 + + +AREA 2 (NO STRIP) . + + + + + 30 + + + _ _ + + _+ 27 + + 26 �1+ + + + + + + + + + + + + + + + + + + +,, . + • + + + , .. + + + + + + + + + + + + ' + + + 183,000 SF + + + ® • �9 + ; + + +.... + _4- y + e + + +~ + + 0_ rCF QV= + ++ + + + + + + + + + 7 r ^ z h + No + + Q n Q _ ,. + , - w a I ' 60 .w • . 61 62 _, 63 64 + + ��y . _, , • ,,... ... _. _ _ 3� BD . —1;/ _ . v . _ _ .. ....L_ , _ , J T + 53 59 B 55 w 37 N3 + , c) az 34 s6 COMMUNI ry CENTER^ - M t sr v 31 B - I 28 \'30 O31 30 1 _ 8 2 env J� }t / O t9 N N 1 ` 32 m o / 33 N 33 \ 69 13 35 /. A \ B B AREA 5 209000 SF (3, 704 CF) : CD AREA 4 3 + 1599000 SF r + + 36 (419222 e� 31 M 33 v 'S +' 3 H 9A 33 4 m / yo + + 32 t.rt 33 "� _J _J 35 + 35 ^ .. 34 + 35 ( \J a + + a C7 104 103 96 97 107 106 105 10 A2 101 1A 99 96 A 94 e +t 31 + AREA 6 1 + I 329000 SF 35 32 0 (1 + + � 185 19 , r � � ! 33 h O b h + + + t+ + 11A0 111 113 ,14 1,5 116 116 119 122 123 II 109 A 112 A A 117 A 121 A B A B ,A (126\ f ' + 33 35 32 .. I+ + + + + + 32 + -- — - --- - 34 34 0I I - - -- N I + + 37 + + 36 32 -�- 1 + + 37 i�REA 1 (1 \ O I✓) 37 36 ' l 2 I + No. Revision Date Appvd. Designed by A �� Drawn by AVL Checked by CADchecked d .. - Y Approved y r 1 1 W .,._ b A r b KPW E. 1 f` . I' Scale111-60' Date January 2, 2014 Project Titl f' f' r " _ The Heritage , , , t S > q , , , ..1 1 ' , , < At Cutceh " < , t i. t 7 Cutchogue New York a., Town of Southold Soil Management Notes Issued for NOTE: AREAS 3, AND 5 TO BE EXCA VA TED TO A MINIMUM DEPTH 6 1. CONTRACTOR IS RESPONSIBLE FOR COMPLETING EARTHWORK RELATED TO ARSENIC AND MERCURY IMPACTED SOILS IN ACCORDANCE WITH THE GUIDELINES SET FORTH BY THE FEET BEL 0 W PROPOSED GRADE. AREA 4 TO BE EXCA VA TED TO 8 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES, NYS DEC AND ANY OTHER FEET BELOW PROPOSED GRADE. IMPACTED MATERIAL TO BE BURIED RESPONSIBLE AGENCIES. Soil Remediation Calculations IN AREAS WITH MINIMUM 1 FT CLEAN TOPSOIL. 2. ALL IMPACTED SOIL SHALL BE STRIPPED AND BURIED PRIOR TO THE START OF ANY Not Approved for Construction CONSTRUCTION OF INFRASTRUCTURE. Drawing Title TOTAL SITE AREA = 2,003,324 SF (45.99 Ac.) 3. ALL IMPACTED SOIL IS TO REMAIN ON SITE AND SHALL BE BURIED AND COVERED WITH A TOTAL IMPACTED MATERIAL (12") = 74,197 CY MINIMUM OF 1' NON—IMPACTED MATERIAL. Sol Management Plan AREAS OF SOIL WITH NO STRIPPING REQUIRED: Legend 4. THE CONTRACTOR IS REQUIRED TO ADHERE TO THE REQUIREMENTS OUTLINED IN THE AREA 1 = 229,000 SF = 8,483 CY PROJECT STORMWATER POLLUTION PREVENT10N PLAN. AREA 2 = 183,000 SF = 6.778 CY 5. CONTRACTOR TO REFER TO SEPARATE SOIL BORING PLAN AND SITE PLANS FOR ADDITIONAL SUBTOTAL 15,260 CY + + INFORMATION. AREA OF SITE DOES NOT REQUIRE STRIPPING 6. FILL LOCATED UNDER PAVED SURFACES OR BUILDINGS SHALL BE SAND GRAVEL MIXTURES TOTAL MATERIAL TO BE BURIED ON SITE = 74,197 — 15,260 = 58,937 CY +' +" OF IMPACTED MATERIAL DUE TO FILL ABOVE. WHEREVER POSSIBLE. MIXTURE OF IMPACTED OR NON—IMPACTED LOAM REQUIRED FOR IMPACTED MATERIAL BURIED: + + THESE AREAS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S DIST 1000; SEC. 102; BLK. 1 LOT 33.3 AREA 3 = 23,000 SF 4,259 CY AREA 4 = 159,000 SF 41,222 CY AREA TO ENSURE STRUCTURAL INTEGRITY. Drawing Number AREA 5 = 20,000 SF 3,704 CY 7. FILL MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH GEOTECHNICAL ENGINEER'S AREA 6 = 32,000 SF 1,185 CY RECOMMENDATIONS. AREAS OF OVER—EXCAVATION IN ORDER TO SMP -1 BERM CONSTRUCTION BURY IMPACTED MATERIAL 8. IMPACTED MATERIAL SHALL NOT BE MIXED INTO THE TOP FOOT OF MATERIAL ON THE SITE. ' 30 SF IMPACTED MATERIAL/LF BERM X 3,800 LF BERM) = 4,222 CY �EaF NEt�yo AREA 2 (MIX INTO STRUCTURAL FILL) = 4.900 CY 9. CONTRACTOR SHALL STOCK PILE IMPACTED MATERIAL SEPARATE FROM NON—IMPACTED .P �Fy4V MATERIAL. STOCKPILES THAT REMAIN UNTOUCHED FOR LONGER THAN 72 HOURS SHALL BE s' COVERED WITH POLYETHYLENE PLASTIC. �— -- r, 6 sheet of TOTAL MATERIAL BURIED ON SITE _ ±59,493 CY �� - LU 1 1 lb 10. CONTRACTOR SHALL KEEP A WATER TRUCK ON SITE AND ANY OTHER MEANS NECESSARY I� 1 a" `,j w IMPACTED AREA TO BE STRIPPED 12" AND k! -A ' TO CONTROL DUST DURING THROUGHOUT CONSTRUCTION. j ,, r c� BURIED ONSITE. (� �` �, Project Number JAN 0 2 2015 U° a 29305.00 11. CONTRACTOR TO UTILIZE NON—IMPACTED SAND AND LOAM MATERIALS FROM AREAS 3, 4�®��a��Q. , 60 0 60 12O AND 5 FOR STRUCTURAL FILL AS WELL AS TOPSOIL. L Southold Tovdn 12. NO IMPACTED MATERIAL SHALL BE PLACED BENEATH DRAINAGE RESERVE AREAS OR AT THE Planning Board 29305.00_SMP.DWG SCALE IN FEET BASE OF DRYWELLS AND SANITARY SYSTEMS. Open Space Site Data. TOTAL SITE AREA = 2,003,582 SF OPEN SPACE REQUIRED: 50% OF TOTAL SITE .50 x 2,003,582 SF = 1,001,791 SF OPEN SPACE PROVIDED (HATCHED AREA): 643,750 SF + 335,000 SF + 6,050 SF + 17,000 SF = 1,001,800 = 50% \1 NOW/FORMERLY OFBERTHA KURCZE OF ( ) NOFORMERLY1901.44' DEED ESTATE OF FRANK MACHINCHICK 1904.80' (ACTUAL) S38'30'50"E(DEED) yyy yyyy "yyyyyyyyyyyy""yyyy LP LP S38'24'20"E(ACTUAL)a, yyyy" yyy"yy yyyyyyyyy"yyyyyyyyyy "yyyyyyyy "•yyyy yyyy"yyyyyyy "y "y "y yy yy yy y y w y yy yyy yyy yyyyyyy "yyyyyy "yyyyyyy "yyyyyyy yyyyyyy "•yyyyyy "yyyyyyy y yyy yyy Cp y yyy yyy yyy yyy yyy yy yy yyy yyy y"" cs ._ y vy yyy. yy y y "• yy y"" "yyy " yyyyy ""yyyyy. 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NOW/FORMERLY OF SHELBY, NOW/FORMERLY OF NOW/FORMERLY OF STASIUKIEWICZ, I BARSALI, QUARTICELLI, PAUL M. & CONCETTA _, v� ALDO & LOUISE HENRY &DEBORAH _.,__ JOHN & ISABEL GRIFFING STREET 80 0 80 160 SCALE IN FEET Engineers Scientists Planners Designers 11bl 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 f 631.813.2545 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Open Space Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 _�� !H 1 JAN 0 2 2015 outhold Town annina Board Drawing Number OS -1 Sheet of 1 1 Project Number 29305.00 29505.00_OPEN SPACE.DWG No. Revision Date Appvd. 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U. u." u. .. ..0 ,,.� u. u.,, u.. ..L L.0 .." u.- . ,� n fi n Luminaire Schedule Symbol Qty Label Arrangement Lumens/Lamp LLF Total Watts Description ®) 396 BSP-GRS SINGLE 9000 0.750 50292 BSP-GRS-V-FC-100PMH-MT-BZ-P 4 BAA -S16 SINGLE 22000 0.750 1152 BAA-S16-H-T4-EP.-250PMH-MT-BZ-P 64 BAA -S12 SINGLE 12600 0.750 12160 BAA-S12-H-T3-EP-150PMH-MT-BZ-P 8 BAA -S12-2 BACK -BACK 12600 0.750 3040 1 BAA-S12-H-T3-EP-150PMH-MT-BZ-P Calculation Summary Label Avg Max Min Avg/Min Max/Min Grounds 1.14 16.3 0.0 N.A. N.A. Property Line 0.00 I 0.1 0.0 N.A. N.A. Fixture Mounting Height: Pole Mounted: 76, 14' AFG 02' Pole + 2.0' Base) Proposed Poles meet 140 mph sustained winds. Additional Required Equipment: (68) - PS4S12C1 BZ - (12'X 4" X .125", Square Steel Pole, Side arm mount) (8) - PS4S12C2BZ - (12' X 4" X .125", Square Steel Pole, Back to Back 180*) (4) - SBL -16 - (Standard Backlight Shield) ***Customer to verify voltage, photocell, post -top and color prior to placing order.*** 0 E 0.. 0 (o 1:1E 0 = O 0 _ o ❑ � = �R / Project Name: Heritage Cutchogue Date:12/11 /2014 Scale: 1"=80' Filename: V:\Common\AppEng\OUT\141209HClCJWRl.AGI Customer responsible to verify ordering infor catalogue number prior to placing order. 1200 92nd Street -Sturtevant, WI 53177 www.cree.com - (800) 236-6800 Customer No:01232 Footcandles calculated at grade Layout by: Collin Witherow Illumination results shown on this lighting design are based on project parameters provided to Cree, Inc. used in conjunction with luminaire test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. 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".z .3 '.0 0.0 o.0 t.0 0.0 '0.0 0.0 b.0 b.o b.0 .0 0.0 B MH: 10 SPARS MH 10 `1.2 6.5 15 48 2 5.3 3.0 1.1 5.7 4.8 3.6 3.3 MHRF 0RS 0.1 0.0 0.0 0.0 0.0 0.0 0.D 0.0 0.0 '.00 0.0 11 MH: 14 / B SPGRS 0 B s WVAD 17.4 4.6 5.7 2.7 1.8/ b.9 1.5 n 1 11.6 b.3 ''.0 0.z 0.1 b.0 0.0 0.0 0.0 t.0 0.0 0.0 `,.0 b.0 M 10 SPARS MN: 10 0 BSP RS BSPGRS 4.B 2.z 2.7 _." i.e b.4 0.3 b. i.7 0.0 0.o B Rs o.6 b.l b.o 0.0 t.o t.o 0.0 0.o t.o ' .o b.o MH' 10 BSPARS BSPAR$ BSPARS MH: 10 / .0 MH 10 BSPARS o MH: 10 MH: 10 1.3 1.1 1.3 b.P / 0.4 t.2 t.3 1.4 't.9 3.7 0.0 b.c 3.7 ..7 2.9 b.5 b. b.0 t.0 0.0 0.0 b.0 b.0 b.0 1.0 0.0 BSPARS MH: 10 BSP RS 0 MH 10 MN 10 1.1 0.8 0.6 O.. 0.3 b.l 0.1 b.9 i.6 i b.0 0.1 b.3 1.3 2.0 0.6 0.1 b. b.0 0.0 b.0 b.0 0.0 0.0 0.0 ..0 0.0 PARS MH. 10 0 BSPA 3.2 i.9 0.5 0. /' o.z 0.1 0.1 0.1 b.1 b.z o.l b.1 0.4 b.z e.l o.1 b. b.0 0.0 0.0 b.o b.0 0.0 b.o 3.0 0.0 It SPGRS / BSPARS 9 ,sPARs BSP rq-/ ,0 SPARS Ms12 4.9 3. i.3 i ,' 4 0.1 0.l b.o b.o 0.1 0.I l.E. b.3 0.1 b.1 b.l b.0 b.o b.o b. b.o b.o o.o b.o b.o b.o t.o o.o o.o c BSP BSP I MH. 14 / SPS 0 3.e 4.0 '.7 2.4 0.3 0.1 0.1 b.0 b.0 b.0 b.o b.0 0. Ott to 1 3.3 b.8 b.1 b.o b.o b.o b.o b.o b. b.o b.o o.o b.o b.o b.o b.o o.o b.o 4, *3 ! BSPGRS MH: 10 MH: 10 �sRGRs, 6 1 1.B 11Rsy 4.7 RR1s 4.z 6.6 ..5 l.z 2.7 2.1 .e o.3 1 b.1 b.o b.o b.o b.o o.o O.o b.o 0.6 3.9 *1 .2 b.z b.o b.o b.o b.o O.o o.o o. b.o O.o 5.o b.o o.o b.o b.o ',.o o.o 3.6 4.1 MYt 10 6. BSPGRM MH. 1 ' M 10 MH. 10 0 2.7 2.E 4.9 4 ORS3 0.7 Ms1PGD s .e '.8 t.l c.l t.l 4.6 5.9 .� i.z i. 1.0 i.4 b. 0.7 b.3 b.l o.l 0.0 b.0 b. b.0 b.o 0.0 b.o b.0 b.l 0.2 b.6 b.e 0.2 b.l b.o 0.0 b.0 b.o 0.0 b.o o. b.0 b.0 u.o 0.0 b.0 b.0 b.0 ').0 0.0 o 1.0 1.5 2.2 2.9 2.9 3.0 1.5 i.s 1._ 1.1 1 6.P 6 4.7 5.6 .3 6.1 .1 4.1 s12 _.0 - S 1.o u.o .I, B 12'6'1 5.0 3.3 4.2 MB^H, Q12 3.9 3.0 1.2 5.9 0.7 1.2 .3 i.0 b.3 0.2 b.l 'o.l 0.0 b.0 * o b.o 0.0 b.o 5.0 0.0 0.l b.l 0.1 0.0 0.o b.o 0.0 b.0 b.0 0.0 b.o 5. b.o b.0 b.o 0.0 0.0 b.0 b.0 c.o o.o a l 1 11 MH: 14 MH 14 .0 1.2 2.3 4.2 1.3 6.6 4.9 3.5 1.3 b.P 0.6 b.9 i.7 3.P 4. H 14 .9 3.0 2.2 0.9 0.6 0.9 1.6 3.9 4.2 M�. d 4.2 3.6 1.5 1.0 0.6 u.9 1.6 3.r 'MH 14 .5 3.3 ..0 1.7 1.4 1.4 2.2 4.1 4.2 5 1 2.9 1.3 0.9 0.8 1.0 2.1 3.1 4.6 4.9 2.8 1.9 1.7 2.9 _ 3.9 3.3 2.3 1.3 _.4 1. 3.2 4.5 2. b. b.e 0.6 0.1 0.1 0.0 0.0 1.0 b.0 b.0 b.0 b.0 0.0 5.0 5.0 0.0 0.0 b.0 0.0 b.0 0.0 0.0 0.0 b. b.o b.0 0.0 0.0 b.0 b.0 b.0 1.0 0.0 0 ^ 9 4 h P h s 3 4 2 7 3 9 3 9 3 1 i6 i.o o.6 o.s 1.1 0.9 1.8 2.0 2.3 i.e i.6 i.3 i.o i A i.s 2.3 3 i.s i.4 i.9 i.e i.9 3.1 2.6 1.6 ''.9 13.3 3.z 4 0 .s 0.1 o b.o 0.o b.o b.o 5.0 5.0 t.0 5.0 t.o 0.0 t.o b.0 0.0 b.0 t.o 0.o b.0 0. 0.0 b.o 0.0 b.0 t.o b.o 0.0 3.0 0.0 MH: 14 1; BSPARS i.2 2.3 4.6 S.5 '1.0 4.9 3.5 1.2 0.7 0.9 0.7 t.8 1.2 1.5 3.3 1.4 t.8 1.0 0.6 0.7 1.2 1. 1.3 1.2 1.4 1.0 i.0 0.6 t.4 0.8 1.1 1.7 1.9 i.7 1.6 1.0 0.9 0.4 0.3 0.3 b.3 t.5 t.8 1.7 1.5 2.6 1.9 2.8 i.6 1.7 0.9 0.6 *0 b.9 0.5 ..1 0.5 t.5 1.0 3 6.9 1.8 2 13.MH: 10 3. 11.2 0.0 0.0 .0 0.0 0.0 5.0 b.0 5.0 b.0 b.0 0.0 0.0 b.0 b.0 b.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 Luminaire Schedule 1.4 i.9 9.8 B 6. i.P 0.' 0.1 Symbol Qty Label Arrangement Lumens/Lamp LLF Total Watts Description ®> 396 BSP-GRS SINGLE 9000 0.750 50292 BSP-GRS-V-FC-100PMH-MT-BZ-P 4 BAA -S16 SINGLE 22000 0.750 1152 BAA-S16-H-T4-EP-250PMH-MT-BZ-P I D_10 NNE 64 BAA -S12 SINGLE 12600 0.750 12160 BAA-S12-H-T3-EP-150PMH-MT-BZ-P 8 BAA -S12-2 BACK -BACK 12600 0.750 3040 BAA-S12-H-T3-EP-150PMH-MT-BZ-P 1.3 1.7 2.5 3.1 3.1 3-2 1.9 1.2 .s 0.2 b.2 0 0.3 b.8 .4 1.8 i.s 1.4 2.5 3.5 2.3 b. 0.3 b.3 b.3 b.z 0.3 5.2 b.3 t.7 2 3.e 1 i.s 3 1.4 .3 o.s b.2 o.l b.l b.7 i.o 2.7 5.1 4.1 4.9 2.9 1.1 b.8 b.5 b b.2 b.2 b.2 0.2 b.l 0.2 b.5 ..1 i MH BSPGRs 0.4 ORs 0.0 0.0 0.0 b.0 b. t.o t.o 0.0 b.o 0.o o.0 0.0 b.0 b.o 0.0 0.0 b.o b.o b. 0.o b.0 0.0 0.0 b.0 b.0 b.0 0.0 b.0 MH' 10 . . .0 Calculation Summary 2.s i.7 '2.1 2. i.s o.P b.6 b.6 b.3 b.l b.l 0. 0.3 .0 6.z '.a 1.9 '2.9 9.2 ts .0.1 o.z 5.1 0.l b.l o.l b.l b.z o.7 'z 0.6 3 1.8 s 6.1 .7 0.6 0.2 b.l b.l b.z o.s i.1 2.7 4.o T4.4 3. .e . 2.o i 5.7 b.z 5.1 0.1 0.1 b.z b. 2.7 bo'�.o b.o bo.o 0.0 '.o o.o b.0 0.o b.o b.o b.o b.o b.o b.o 0.0 0.o b.o b. b.o b.o o.o b.o b.o b.o b.o b.o O.o .1 MN: 14 .0 Label Avg Max Min Avg/Min Max/Min 2.5 '2.0 4.9 3.. b.9 b.z b.l b.l b.l b.l i.4 5 , I i.3 e 13.9 5.9 i.z z.z b.l b.o b.o o.o b.1 0.9 1.2 1 esPGRs i.s z X3.7 b.1 S.I b.o b.l 0.3 b.6 i_s i.9 3.e 6.3 5. 2.2 2. 6.0 2 b.9 o.z o.l o.l o.l o.s 2.6 7 1 O.o b.2 0.1 b.o b. o o.o O.o b.o '0.0 t.o b.0 b.o b.o b.o b.o b.o o.o b.o b. O.o b.o '0.0 b.o b.o b.o b.o b.o O.o Grounds 1.14 16.3 0.0 N.A. N.A. BSPARS asp IRS MH 10 MH. 10 BSPGRS B GRS .0 Property Line 0.00 0.1 0.0 N.A. N.A. b 3 5 MH t0 b o 5 o b 0 0 b o 0 o b.o 0.0 0.6 '2.7 6.1 .0 0.0 MH 10 b.o b.0 b.0 0 b.l b.z b.4 b.7 z.5 6.6 6. 2.2 3. . 3 5 b.l b.o b.o 0.1 0.3 i 5.9 .3 b. n S.s 0.3 b.l o.o b.o o b.o b.o o.o b.o b.o b.o b.o b.o b.o o.o b.o b.o b.o b. b.o b.o b.o b.o b.o b.o b.o o.o b.o 1 � ..- .... L____2� o ❑_ Q D ❑� 0 ❑ 'C�I Project Name: Heritage Cutchogue Date:12/11 /2014 ale: 1"=80' Filename: V:\Common\AppEng\OUT\141209HClCJWRl.AGI 1200 92nd Street - Sturtevant, WI 53177 www.cree.com - (800) 236-6800 Customer No:01232 Footcandles calculated at grade Layout by: Collin Witherow /Illumination results shown on this lighting design are based on project parameters provided to Cree, Inc. used in conjunction with luminaire test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The customer is responsible for verifying dimensional accuracy along with compliance with any applicable electrical, lighting, or energy code. tion/ Engineers Scientists Planners Designers � V lb 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 f 631.813.2545 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Lighting Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number T� 1 5/ &� o�l ! DUE C E � lF F JAN 0 2 2015 Southold Town Planning Board LI -2 Sheet of 2 2 Project Number 29305.00 29305.00_LIGHTING. DWG 1.4 i.9 9.8 B 6. i.P 0.' 0.1 0.0 0.0 .1 0 - 1.0 6 .1 BSPGRS BSPARS MH: 10 .0 0 o .o .o asp MH: 10 .o b.o o.o t.0 b.0 b.0 4.0 4 t.0 5 n b. b.0 0.1 b.6 2.1 6 2. SSPGRS 0.1 MH: 10 0.0 .0 b.o b.o 0.a 0.1 b 0.1 b.2 i.o 3.0 5.7 1.7 b.4 b.l 0.0 b.o b.0 b.0 b.0 0. b.o 0.0 b.0 b.0 b.0 b.0 O.o t.o b.o b.0 0. 0.0 0.0 0.0 b.0 b.o 0.0 t.0 0.0 b.o +Q.0 o.o 5.0 b. 0.0 0. b.o t.o b.o b.o b -. .s MH. 10 0 t F BSPAF MH: 10 t-0 b.0 b.0 BSP RS MH: 10 h 0.0 h 7.n 0.n t.n b.n b.o 0.0 0.0 0.o 0.0 O.o b. b.o o.o 5.0 o.o b.o b.o b.o b.o b.o '.o b.o b.0 b.o 0.0 0.o b.a b.o b.o 0.3 b.l b.l 0.4 i.1 0.6 0.2 b.l 0.o o.0 b.0 t.o b.0 b.0 b.0 '.0 0.0 b.0 t.o b.0 b.o 0.0 0.0 0.0 b.0 0. o.o o.0 0.0 b.o 0.o 0.0 t.o ° o.o b.0 b.0 Fixture Mounting Height: J.0 0. 1 - I 0 t.0 t. t I .'. '.' I.: t.0 I I I., I,.. 1.0 U... 1.I u.I I ..I .- I. _. I _ BSPARS .. - � I., U.0 I.., I.0 u.0 u. .,, 1.. _" .o . ... . �1 U.. u.0 u.0 I.0 U.0 U.0 u.. ,I u.0 u.0 u.l I.0 U.., ub.0 U..0 u.1. u u u u ub.o 0 b.0 1.0 b.0 0.0 0.0 t.o b.0 b.o 0.0 0.0 b.o 0.0 MH: 10 MH: 10 b.0 b.o t.o b.o b.o 0.o b.0 b.o b. b.o o.0 0.0 b.o b.0 t.o 0.o t.0 0.0 b.o 0.0 t.o 0.o t.0 MH: 10 b.o b.0 5.0 b.0 t.o 0.0 0.0 b.o b.0 b.0 b.o 0.0 0.0 0.0 b.c 0.o b.0 0.0 0.0 b.0 b.o b.o o.0 5.0 0.0 b.0 b.0 b.o t.0 0.0 0.0 b.0 b.o b.o 0.0 t.0 0.0 0.0 b.0 b-0 b.0 b.0 b.o b.d b.o 'o. 0.o 0.o '0.0 b.0 t.0 b.o o.o t.o b.o D b.o t.o Pole Mounted: 76, 14' AFG (12' Pole + 2.0' Base) ').0 BSPGRS ' E, 0.0 b.0 b.0 b.o b.o b.0 0.0 t.0 BSPARS .0 5.0 b.0 b.o , SPGR 5 ;10 E. 2.2 b.6 t.l 0.1 0.1 b.l 0.1 0.l 0.0 0.0 0.o b.o S.o b.o o. b.o 0.0 0.o b.o b.o b.o b.o b.o o.o b.o b.o 0. o.o b.o b.o b.o b.o b.o b.o o.o b.o b MH 10 b.0 a BSP-GRS MH: 10 b.0 0.0 t.o b.0 b.o 0.0 0.0 0.0 MH 10 0.0 ,.o b.o b.o b.o u.o o.P S.s 2.4 b.s b.l b.o o.o o.o o.o b.o b.o b.o t.o b.o t.o b.o b.o .o 0.o 0.0 b.0 b.o b.0 t.0 0.0 0.0 b.o b.o b. 0.0 0.0 b.o t.o 0.o t.o tx .0 b.o b.o Proposed Poles meet 140 mph sustained winds. 1.0 b. b.o 0 t ' b.0 b b.o 0. 5.8 b.0 0.o 0.0 0.0 BSPAR M": @. b 3 b.o o.o t.o o.l b.5 3.0 BSP '""110 0.o b.0 t.o t.o 0.0 7RM 3.1 .s b.c 0.0 0.0 b.0 .o b.o b.0 b.o 0.1 0.3 1.3 0.9 b.3 b.1 b.0 b.o 0.0 0.o b.0 b.0 b.o b.0 b.o b.0 b.o 0.0 5.0 b.o b.o o.o b. b.o b.o b.D o.o b.0 b.o t.o b. o.o b.o b.o 0.o b.o 5.0 b.o " b.o b.o 0.0 0. ' MH O MH B Additional Required Equipment: 3.7 4. i.9 b.o b.o b.o b.l 0.4 2.6 S.s 3.3 b.e 5.o b.o b.o b.o b. • b.9 b. b.o o.o ..I b.o b.0 0.0 "�'"s 4.9 0.0 0.o b.o o.o b.o b.o o.a 0.2 o.l b.1 b.o b.c b.o b.o o.o b.o b.o b.o t.o o.o b.o b.o t.o o.o b.0 b.0 b.0 b.0 .0 0.0 t.o 0.0 0.0 b.0 b.0 b. o.o b.0 b.o b.o b.o b.o b.o b.o b.o (68) - PS4S12C1 BZ - (12' X 4" X Square Steel Pole, Side arm mount) o.o b.o t BSPGRs' 8 U u.o t.o b.o o.e 2.s O.o b -o o.o o.o i.2 BsPG MH: t0 .125', MH. 10 MH (8) - PS4S12C2BZ - (12' X 4" X .125", Square Steel Pole, Back to Back 180*) 0.0 b.2 b.l o.0 5.1 o.s i.z i.4 i.o b.3 b.o o.0 0.1 0.3 O.s b. b.s o.z b.o t.o b.1 t.z b.4 b.6 o.s 0.s b.l t.o o.o O.o i.3 i.7 i.3 b.3 5.1 0.0 0.1 0.4 6.110 .0 0.0 b.0 b.0 0.0 0.0 3.1 ..� ..I 0.6 0.1 0.0 b.o b.o 0.o o.o o.o b.0 0.0 b.o b.o 0.o b.0 0.0 0.0 b.0 b.0 0.0 0.0 b.0 b.o o.o 0.o 0.0 b.0 b. b.0 b.0 b.0 0.0 0.0 t.o b.o 0.0 0. b.o b.o b.o 0.o 0.0 0.o b.0 b.o b.D O.o b.o b.o 1 D (4) - SBL -16 - (Standard Backlight Shield) b.1 b.o b.o b.o o.l 0.1 b.2 b.1 0.1 b.o o.0 0.0 5.o b.1 b.� o.o o.o b.o b.o b.o b.o 0.0 0.1 b.a b.o b.o b.o b.o o.0 0.1 b.2 b.l b.l b.o b.o o.l 0.3 i.7 2.9 2.5 i.o b.o b.o b.o b.3 b.e i.z i.l 0.9 0.1 .o o.o .o .0 0.0 0.0 .D J.0 I'.0 l.0 - I. - U.0 0.0 .0 .. .. -. b.o b.o b.o b.o o.o b.o b.o 5.0 b.o b.o 0.0 0.0 0.7 i.o i.z b.7 b.o b.o o.o b.l b.o o.o b.o b.o b.o O.o b.o b. b.o b.o b.o b.0 b.0 0.0 0.o t.D t.D b.o b.o b.o o.o b.o t.o o.o o.o o.o b.o o.o o.0 0.1 0.2 b.2 b.z b.l b.l 0.0 b.o b.o b.1 b.1 b.l 0.1 b.o 0.0 0.0 0.0 0.0 0.o b.o b.e b.o b.o b.o b.o 0.o b.o b.o b.o O.o b.o o.o o.o b.o b.o b.o b.o o.o b.o 0. b.o b.o b.o b.0 0.0 b.a b.o b.o O.o b.o 0.0 0.0 0.0 0.0 O.o 0 b.o 5.0 o.o b.o b.o b.l o.l b.1 b.l b.l b.o b.0 .0 ***Customer to verify voltage, photocell, post -top and color prior to placing order.*** ,. ,. b.o b.o O.o b.0 b.o b.o b.o b.o b.o b.o b.o o.o o.o b.l b.o o.o o.o o.o b.0 O.a b.o b.o b.o b.o o.o b.o b.o b.o b.o o.o b.o b.o b.o b.o b.o b.o b.o o.o b.0 b.0 b.o 0.o b.o o.o b.o b.0 b.0 b.o b.o 0.0 0.o b.0 b.o .0 0.0 5.0 t.0 t.0 0.0 0.0 b.o b.0 b.o 0.0 t.0 S.o b.o b.0 b.o b.o b.o b.o b.o 1.0 b.o b.o b.o b.o b. 0.0 0.0 0.o b.o b.o b.o 5.o b.0 0.0 b.0 t.o 0.0 0.0 t.o b.o 0.0 b.0 b.0 t.o 5.0 b.0 0.0 0.0 b.o b.o b.o b.0 0.0 0.0 0.0 0.0 0.0 t.o 0.o b.o b.0 0.0 b.0 b.o 0.o b.0 b.o b.0 b.0 b.o 0.0 0.0 b.0 b.o b.o b.o t.o b.o b.o b.o 0.0 b.o b.o 0.0 b.o b.o .o t.o o o b.o b.o b.o b.o o.c b.o b.o b.o 0.0 b.o b.o b.o .o b.o b.o b.o b.o b.o b.o b.o o.o b.o b.o b.o 0.0 0.0 0.0 5.o b.o b.o b.o O.o b.o 5.0 0.0 O.o b.o b.o o. 0.0 0.o b.o b.0 b.o b.o b.o b.o o.D b.o o.o o.o o.o b.0 b.o b.o b.o b.o b.o o.o o.o b.o b.o b.o b.o b.o b.o b.o 0.0 b.0 b.o b.o b.o b.o 0.0 b.0 t.o 0.0 0.0 o.o t.o o.o b.o b.o b.o b.o o.0 t.o b.o b.o b.o o.o b.o b.o b.o o.o o.o b.o t.o 0.0 b.o b. t.o b. 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 t.o b.o o.o o.o b.o b.o b.o b.o b.o b.o b.o 0.0 0.o b.o b.o b.o b.o 0.0 0.0 b.0 b.0 t.o 0.o 0.o 0.o b.o b.0 0.0 b.0 b.o 0.0 '0.0 b.0 S.o o.o b.0 b.o b.o 0.o b.0 b.0 b.o 0.0 b.0 b.0 b.o b.0 b.o 0.0 t.o b.0 b.0 b.0 b.0 b.o 0.0 b.o b.o b.o b.o b.o b.o b.c b.o 0.0 0.o b.o b.o b.o b.o b.o b. o.0 0. b.o o.o b.o o.o b.o b.o b.o 0.0 0.o b.o 0.0 0.o 0 b.o o.o o.o o.o b.o o.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.0 b.o b.o 0.0 0.o b.o b.o b.o 5. b.o 1 � ..- .... L____2� o ❑_ Q D ❑� 0 ❑ 'C�I Project Name: Heritage Cutchogue Date:12/11 /2014 ale: 1"=80' Filename: V:\Common\AppEng\OUT\141209HClCJWRl.AGI 1200 92nd Street - Sturtevant, WI 53177 www.cree.com - (800) 236-6800 Customer No:01232 Footcandles calculated at grade Layout by: Collin Witherow /Illumination results shown on this lighting design are based on project parameters provided to Cree, Inc. used in conjunction with luminaire test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The customer is responsible for verifying dimensional accuracy along with compliance with any applicable electrical, lighting, or energy code. tion/ Engineers Scientists Planners Designers � V lb 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 f 631.813.2545 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Lighting Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number T� 1 5/ &� o�l ! DUE C E � lF F JAN 0 2 2015 Southold Town Planning Board LI -2 Sheet of 2 2 Project Number 29305.00 29305.00_LIGHTING. 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L____2� o ❑_ Q D ❑� 0 ❑ 'C�I Project Name: Heritage Cutchogue Date:12/11 /2014 ale: 1"=80' Filename: V:\Common\AppEng\OUT\141209HClCJWRl.AGI 1200 92nd Street - Sturtevant, WI 53177 www.cree.com - (800) 236-6800 Customer No:01232 Footcandles calculated at grade Layout by: Collin Witherow /Illumination results shown on this lighting design are based on project parameters provided to Cree, Inc. used in conjunction with luminaire test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The customer is responsible for verifying dimensional accuracy along with compliance with any applicable electrical, lighting, or energy code. tion/ Engineers Scientists Planners Designers � V lb 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 f 631.813.2545 Project Title The Heritage At Cutchogue Cutchogue, New York Town of Southold Issued for Not Approved for Construction Drawing Title Lighting Plan DIST 1000; SEC. 102; BLK. 1 LOT 33.3 Drawing Number T� 1 5/ &� o�l ! DUE C E � lF F JAN 0 2 2015 Southold Town Planning Board LI -2 Sheet of 2 2 Project Number 29305.00 29305.00_LIGHTING. DWG