Loading...
HomeMy WebLinkAboutSite Plan Rec'd 9.29.25 NO PHYSICAL POSSESION GENERAL SITE NOTES R F R-80 RESIDENCE LAND NOW ZONE. PARKING AND SITE OPERATION NOTES COSS FORMERLY OF ZONE:R-80 RESIDENCE 8� LY M USE:RESIDENCE JAMES JR. N . JACOBS USE:RESIDENCE PROP.6'SOUND ATTENUATION-\ S.C.T.M. 10DO-113-12-10.2 1. UNSUITABLE MATERIAL,CONSTRUCTION DEBRIS,EXCESS SOILS,ETC.SHALL BE PROPERLY REMOVED AND DISPOSED OF FENCE ON PROPERTY LINE(OFF SINGLE FAMILY RESIDENCE 1. ALL DELIVERIES AND CONTRACTOR ACTIVITY SHALL BE CONDUCTED ON OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND LAWS. LAND NOW OR FORMERLY OF SET SHOWN FOR CLARITY) SITE. USE OF PUBLIC RIGHT-OF-WAY FOR LOADING, PARKING, OR A; THOMAS R. TALBOT STANDING IS PROHIBITED. S.C.T.M. 1000-113-12-10.3 2, THE CONTRACTOR IS RESPONSIBLE TO TAKE EROSION CONTROL MEASURES NECESSARY IN ACCORDANCE WITH NYS SINGLE FAMILY RESIDENCE N 87016'40"E 300.00' 2. OUTDOOR STORAGE OF MATERIALS OR EQUIPMENT IS PROHIBITED. STANDARDS AND SPECIFICATIONS FOR EROSION&SEDIMENT CONTROL TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS ITE FROM WASHING ONTO ADJACENT ROADWAYS AND PROPERTIES. 0 3. ALL BUSINESS RELATED ACTIVITIES SHALL BE CONDUCTED INDOORS TO 0 0 C 3. ALL ON-SITE CONCRETE SHALL BE IN CONFORMANCE WITH ACI PROVISIONS. ALL CURBING SHALL BE CONCRETE UNLESS MINIMIZE NOISE AND DISTURBANCES. 0 0 OTHERWISE NOTED. 0 0 0 EXIST.WOODED---. 0 IS 4. RELOCATION AND/OR REMOVAL OF EXISTING UTILITY POLES, TRAFFIC SIGNS, ETC,, SHALL BE COORDINATED BY THE 0 X PROP 10'X10' BUFFER AREA TO CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFYING THEIR PRESENCE. (6'HIGH PVC FENCE) 0 REMAIN 0 48 TRASH ENCLOSURE 0po m 41- 00 5. WORK WITHIN THE R.O.W.OF MIDDLE COUNTRY ROAD SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE V ON CONIC.PAD 000 W Q REQUIREMENTS OF SUFFOLK COUNTY REGULATIONS. rF ' 48 R20' "--PROP.POST&RAIL 6. ALL TRAFFIC CONTROL DEVICES, I.E. SIGNALS, SIGNS, AND PAVEMENT MARKINGS SHALL BE INSTALLED IN 5 RY FENCE(TYP.) -4- 0 R30' CONFORMANCE WITH THE GUIDELINES OF THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND C"! AS DIRECTED BY THE TOWN OF SOUTHHOLD,DIVISION OF TRAFFIC SAFETY. ALL PAVEMENT MARKINGS REQUIRED SHALL 0 ROP. ASPHALT THERMOPLASTIC NYSDOT SPECIFICATIONS)UNLESS OTHERWISE NOTED ON PLAN. 19 --0- PAVEMENT 0 ' R8' R5' 7. CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE FREE , R10 R5' 0 2 R15" RT FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL DETERMINE 611 EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUTTING IN ORDER TO PERFORM THE WORKSCOPE DEPICTED ON 25.7" • THE PLANS. TWO FT MINIMUM FROM CURBS, PADS, WALKS, AND WALLS TO PERMIT PROPER COMPACTION OF THE 7 10, REPLACED SURFACES. R18' bz. �Ip RT 0 0 0 8. REMOVAL INCLUDES, BUT IS NOT LIMITED TO, CURBING, PAVEMENT, UNSUITABLE MATERIALS, AND UNDERGROUND PROP.6'HIGH CHAIN LINK PIPING. QUESTIONABLE ITEMS ENCOUNTERED(ABOVE AND/OR BELOW GRADE)SHALL BE BROUGHT TO THE ATTENTION FENCE ON PROPERTY LINE(OFF *C) RZ ROP.10'X 10' Mapdata@2024 Terms Reporta map error OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE, SET SHOWN FOR CLARITY) (6-HIGH PVC FENCE)9 TRASH ENCLOSURE 9. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO EXISTING VICINITY MAP ON CONC.PAD PROP.POST&RAIL FOUNDATIONS AND OTHER STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE N.T.S. FENCE(TYP.) APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF EXPOSED AND/OR BELOW GRADE BULK ZONING TABLE FOUNDATIONS/WALLS/SIDEWALKS AND PAVEMENT TO REMAIN,AND SHALL PROVIDE A SAFE WORK AREA. ANY DAMAGE 3 0 K OR DISTURBANCE DUE TO SUBJECT WORKSCOPE SHALL BE REPAIRED TO LIKE KIND COND!TONS AT THE PROP.ADA&'VAN I PROJECT DATA ZONING DISTRICT:LB LIMITED BUSINESS ACCESSIBLE'SIGNS(TYP.OF 2) CONTRACTOR'S EXPENSE. TAX MAP NUMBER..................... Dist.1000,Sect.1 13,Block 12,Lot 13 f ITEM SECTION PERM ITTED/REQU IRE D PROPOSED PROP.'NO PARKING 1D. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC DURING SITE AREA.................................. 111,848 SF(2.57 Acres) J:1 v .:� :, 'A i. i.I .... 280 ANYTIME'SIGN REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL, ACCESS, AND SAFETY PROVISIONS WITHIN THE R.O.W. AND ACCESS C- MINIMUM LOT AREA ATTACH 80,000 SF 111,848 SF(2.57 ACRES) ROUTES(E.G.ACCESSIBLE RAMPS,PEDESTRIAN CROSSWALKS, SIDEWALKS,PAVEMENT STRIPING,ETC.)SHALL BE THE ZONING.................................... LB LIMITED BUSINESS 2 MENT4 CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL DETERMINE APPROPRIATENESS OF REMOVAL ACTIVITIES PROP.EDGE OF CURRENT USE........................... VACANT AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND SAFETY OF THE PUBLIC UNTIL PERMANENT PAVEMENT(TYP.) 280 PROPOSED USE......................... CONTRACTOR'S BUSINESS CP COM PON ENTS/RE PLACE M ENTS CAN BE INSTALLED. MINIMUM LOT WIDTH ATTACH 175' 300' v 0 MENT4 PROPOSED FOOTPRINT........... 22,020 SF PROPOSED 1-STORY CP 11. IF SHORING AT A DEPTH GREATER THAN 5' IS REQUIRED TO ACCOMMODATE CONSTRUCTION ACTIVITIES, IT SHALL BE kv\s BUILDING 280 THE CONTRACTOR's RESPONSIBILITY TO RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN THE REQUIRED LANDSCAPE/NATURAL AREA 44,945 SF A- CONTRACTOR'S MINIMUM LOT DEPTH ATTACH 200' 400.03' SHEETING AND SHORING DETAILS.SHEETING SHALL BE IN CONFORMANCE WITH OSHA REQUIREMENTS. �­: '-A R3'R3 kq BUSINESS MENT4 PAVEMENTICONCRETE AREA... 44,883 SF 11,010 SF CP 10 . . . 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION,SIZE,TYPE,AND DEPTH OF UTILITIES, IRS PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MUST CONTACT THE APPROPRIATE MINIMUM FRONT YARD 280-43A 100' 100, . . . LOCAL"ONE CALL"SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD CP PRIOR TO ANY WORK AT THE SITE.ANY DISCREPANCIES BETWEEN THE FIELD LOCATIONS AND THE PLANS SHALL BE 280 REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY. THE CONTRACTOR IS ADVISED THAT UTILITY INFORMATION PROPOSED/-STORY MINIMUM SIDE YARD ATTACH 20' 54' SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS.ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND EE 0 W M 10 BUILDING PROP.'NO PARKING MENT4 ACCESSIBLE IN THE FIELD,AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED 10 CONTRACTOR'S ANYTIME'SIGN 0 ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY SEP 2 9 2025 BUSINESS 280 COMPANIES PRIOR TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES MINIMUM REAR YARD ATTACH 75' 75' PROP.ADA&IVA 11,010 SF O ';,e- PROP.EDGE OF DISTURBED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. SOUTHOLD TOWN 1�_ * 4_�,��:.: MENT4 4 ACCESSIBLE'SIGN S PAVEMENT(TYP.) 0 NNING BOARD P121 280 ... ....... 40.2%(44,945 SF) 13. THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL OF ...... LANDSCAPE AREA ATTACH 35% STRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, FROZEN MENT4 MATERIALS,ROOTS AND OTHER ORGANIC MATTER. STONES USED SHALL NOT BE LARGER THAN 6 INCHES IN DIMENSION. PROP.15'X 30' PRIOR TO PLACEMENT OF FILL MATERIALS,UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE THAT AREAS TO . ..... 280 LOADING AREA MAXIMUM LOT ATTACH 20% 19.7%(22,020 SF)"PROP.CONCRETE BE FILLED ARE FREE OF STANDING WATER,FROST,FROZEN MATERIAL,TRASH AND DEBRIS. PLACE FILL MATERIALS IN NO i . COVERAGE HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% PHYSICAL POSSESION 1.:. LAND NOW OR FORMF SIDEWAL Vt MENT 4 FORMERLY OF GULLY REALY, LLC Q­ OPTIMUM DENSITY. GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. ZONE:PROTECTED 280 REFER TO GEOTECHNlCAL REPORT(IF PROVIDED)FOR FURTHER RECOMMENDATIONS. REFER TO GRADING PLAN FOR S'C'tM- 1000-113-12-12 PROP. CONCRETE MAXIMUM BUILDING VACANT bN 41�0. 15 ATTACH 3572 1/2 STORIES 18'(1 STORY) PROPOSED SURFACE ELEVATIONS. SIDEWALK HEIGHT MENT 4 ZONE:LB LIMITED BUSINESS A PROJECT SHALL BE DIVIDED INTO SEPARATE 14. UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, SHALL BE EMPTIED, CLEANED AND REMOVED FROM THE SITE IN USE:VACANT RT • S.C.T.M. 1000-113-12-14 STRUCTURES SO THAT NO SINGLE STRUCTURE ACCORDANCE WITH FEDERAL,STATE,COUNTY,AND LOCAL REQUIREMENTS. PROP.CONC.CURB LAND NOW OR FORMERLY OF SHALL HAVE MORE THAN 60 LINEAR FEET OF (TYP.) R 2 0 TOWN OF SOUTHOLD FRONTAGE ON ONE STREET.THE SETBACKS OF 15. PROPOSED TREE PROTECTION FENCE TO BE INSTALLED BEFORE THE START OF REMOVAL ACTIVITIES AND TO BE 0 R25' VACANT MIN.STRUCTURE 280-50-C MULTIPLE STRUCTURES ON A PARCEL MAY VARY, COMPLIES REMOVED AFTER CONSTRUCTION IS COMPLETE.REFER TO LANDSCAPE PLAN FOR DETAILS. 6 09/12125 JR REV.PER TOWN COMMENTS DATED 9/11/25 RT 0 R15 0 FRONTAGE 0 A PROVIDED THAT THE AVERAGE SETBACK OF THE 6 _j ASPHALT R15' PROP.6'HIGH CHAIN LINK STRUCTURES MEETS THE SETBACK REQUIRED 16, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES 5 08/29/25 JR MISCELLANEOUS REVISIONS R20' FENCE ON PROPERTY LINE(OFF REGARDING MATERIALS AND INSTALLATION OF PROPOSED WORK,FOR OBTAINING THE REQUIRED PERMITS,SIGN OFFS, PAVEMENT SET SHOWN FOR CLARITY) ABOVE AND ALL BUILDINGS ARE AT LEAST 75 AND CONSTRUCTION INSPECTIONS,ACCORDING TO GOVERNING BUILDING CODES AND DISPOSAL OF ALL MATERIAL IN 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS 0 1,,�ROP. ASP �-A FEET FROM THE RIGHT-OF-WAY. PROP.STOP SIGN ACCORDANCE WITH STATE AND LOCAL LAW. PROP.POST&RAIL 04 (TYP.) pQ IN ALL NONRESIDENTIAL DISTRICTS,THERE 3 05/06125 JR UNAFFECTED SHEET SHALL BE A LANDSCAPED STRIP IN THE FRONT 17. SIDEWALKS,CURBS,OR OTHER EXISTING SITE APPURTENANCES DAMAGED BY CONSTRUCTION SHALL BE REPAIRED OR REV.PER SCDPW&HEALTH DEPARTMENT FENCE(TYP.) PROP CONC.CURB % -0 2 05/01/25 JR R50' 0 MIN.LANDSCAPE YARD AREA;THE STRIP SHALL BE 25'.THERE REPLACED IN KIND OR UNLESS NOTED OTHERWISE(UNO),WHETHER SPECIFIED ON THIS PLAN OR NOT,AT THE SOLE COMMENTS R25' (TYP.) BUFFER 280-93-B SHALL BE ALSO BE A LANDSCAPED AREA 5'WIDE COMPLIES COST OF THE CONTRACTOR. R25' PROP.EDGE OF 0 ABUTTING THE FRONT OF THE BUILDING IN ALL 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS PROP.EDGE OF PAVEMENT(TYP.) * * NON RESIDENTIAL DISTRICTS. 18. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS. PAVEMENT(TYP.) NO. DATE BY DESCRIPTION A BUFFER AREA SHALL BE REQUIRED ALONG ALL Q* 19. SEQUENCE AND COORDINATION OF CONSTRUCTION IS SOLELY THE CONTRACTOR'S RESPONSIBILITY. PROP.ALL TRAFFIC BOUNDARIES OF A NONRESIDENTIAL LOT REVISIONS TRANSITION BUFFER 280-94- ABUTTING ANY LOT IN A RESIDENTIAL DISTRICT. 30" U-)v 'Z SIGN(R4-20) PROPOSED LANDSCAPE�R AREA B(3) SUCH BUFFER AREA SHALL COMPLY WITH AT 45' 20. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN A SUFFOLK COUNTY RIGHT-OF-WAY THE APPLICANT/OWNER/DEVELOPER/CONTRACTOR MUST OBTAIN A RIGHT-OF-WAY WORK PERMIT FROM THE SCDPW. 0 . . . LEAST THE FOLLOWING MINIMUM STANDARDS: '--EXIST.WOODED 0 t ;,PROP.CONC.CURB LIMITED BUSINESS DISTRICT:20 FEET R35' . . . . . . 21. ANY UTILITIES INCLUDING POLES REQUIRED TO BE RELOCATED DUE TO THE INSTALLATION OF THE REQUIRED BUFFER, 5'WIDE FILL EASEMENT IN AREA TO) REMAIN 0 00 R35' (TYP.) IMPROVEMENTS SHALL BE RELOCATED AT THE EXPENSE OF THE APPLICANT/OWNER/DEVELOPER/CONTRACTOR. FAVOR OF COUNTY OF SUFFOLK 0 . . . . . . . . . . . y y y y H ANY DISTRICT OTHER THAN A RESIDENTIAL 0 TRANSITION BUFFER 280-94- DISTRICT ADJOINING LAND OWNED OR 22. ALL TRAFFIC ROAD MARKINGS,ROAD SIGNS,AND LIGHT SIGNALS THAT MAY HAVE BEEN MOVED OR DAMAGED IN THE 528.64'\_ .......... .......... AREA B(6) MAINTAINED BY NEW YORK STATE,SUFFOLK PROCESS OF CONSTRUCTION SHALL BE RESTORED AT THE APPLICANT'S EXPENSE TO AT LEAST THE SAME QUALITY AND T IN CURRENT 87116'40 W 300.001 CHARACTERISTICS THAT EXISTED BEFORE CONSTRUCTION BEGAN, THE APPLICANT SHALL BE FURTHER RESPONSIBLE EDGE OF PAVEMENT OR POTENTIAL USE AS PARKLAND:25 FEET. TO INSURE THAT, IN THE ROADWAYS ADJACENT TO THE CONSTRUCTION SITE,THESE MARKINGS,SIGNS AND SIGNALS, ARE MAINTAINED DURING THE ENTIRE PERIOD OF CONSTRUCTION. IF REPLACEMENT OR UPGRADE IS REQUIRED,SAME PROP.STOP SIG MUST BE APPROVED BY THE SCWPW. C 1 V I L ON SIM/;I P/t IF EM RIO 111%*3111 0 MEET EXISTING CURB AND PAVEMENT AND 24'THERMOPLASTIC FLUSH WITH NO TRIP HAZ D STOP BAR PARKING CALCULATIONS 21 ALL ACCESSIBLE PARKING, CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE 664 BLUE POINT ROAD, UNIT B z REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11-ACCESSIBILTY,AND ICC11ANSI A117.1-2017, HOLTSVILLE, NEW YORK 11742 \-PROP THERMOPLASTIC APPROXIMATE LIMIT OF SAWCUT LINE ITEM SECTION PERM ITTEDIREQU IRE D PROPOSED (631) 9151-0506 SOLID WHITE LINE PROP.ONE WAY SIGN(R6-1) WHITE STRIPING WIFESr (MEET EXISTING PAVEMENT FLUSH 24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED S YELLOW LINE WITH NO TRIP HAZARD) MINIMUM STALL SIZE 280-78-C 9'x 19' 91XI91 WITH THE PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A www.KeyCivilEnqineering.com ------------........................................................ CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES,IT IS THE CONTRACTOR'S EDGE OF PAVEMENT RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY PROP. CONIC.CURB(SHALL CONSIST OF-/ MINIMUM AISLE WIDTH 280-78-C 22'MIN.WITH 90*PARKING 25'WITH 90*PARKING THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY PROJECT NAME CLASS D CONCRETE,REQUIRE EXPANSION GRASS MEDIAN PROP.CONC.CURB(SHALL CONSIST OF THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH JOINT EVERY 20'WITH A SAWCUT EVERY 10' CLASS D CONCRETE,REQUlR-_EXPANSION 10'FOR COLLECTOR ROADS&15'FOR LOCAL REGULATIONS AND CODE. PROPOSED AND NOT REQUIRE ANY REINFORCEMENT) PROP.FULL DEPTH ASPHALT PAVEMENT 1Z<:XAJD 48) JOINT EVERY 20'WITH A SAWCUT EVERY 10' AND NOT REQUIRE ANY REINFORCEMENT) ACCESS DRIVEWAY SECONDARY HIGHWAYS(ONE WAY) 30'TWO-WAY 25. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST O.S.H.A.STANDARDS AND REGULATIONS, r% A (SEE PAVEMENT RESTORATION DETAIL), WIDTH 20'FOR COLLECTOR ROADS&30'FOR OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES, THE CONTRACTOR IS CONTRACTOR S EBIUSINESS PROP.ONE WAY SIGN(R6-1) SECONDARY HIGHWAYS(TWO WAY) RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE MINIMUM PARKING CRITERIA OF O.S.H.A.,AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING BUILDINU%'4$ SETBACK 280-78-J-2 10'FROM ALL PROPERTY LINES COMPLIES PROCEDURES. 705 COUNTY ROAD 48 LEGEND FOR MANUFACTURING,WHOLESALE AND 26. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEAN-OUT TOPS SHALL BE ADJUSTED, IF MATTITUCK, NY 11952 REQUIRED,TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. EXISTING ITEM PROPOSED STORAGE USES AND FOR DRY-CLEANING AND TOWN OF SOUTHOLD, COUNTY OF SUFFOLK RUG-CLEANING ESTABLISHMENTS AND 27. IN CASE OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS,IMMEDIATELY NOTIFY THE PROJECT ENGINEER IN DIST.1000, SECT.: 113, BLOCK: 12, LOT: 13 PROPERTY LINE LAUNDRIES:ONE BERTH FOR 5,000 TO 10,000 WRITING OF ANY CONFLICTS. NUMBER OF LOADING 280-79-A-6 SQUARE FEET OF FLOOR AREA IN SUCH USE, NOT APPLICABLE DRAWING TITLE BUILDING L SPACES REQUIRED AND ONE ADDITIONAL BERTH FOR EACH 28. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL ADDITIONAL 10,000 SQUARE FEET OF FLOOR SOURCES AND DISPOSAL FACILITIES.CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO PROJECT ENGINEER AND A AREA OR FRACTION THEREOF SO USED.IN OWNER PRIOR TO INITIATING WORK. DOOR LOCATION EN!EX'r ADDITION,ADEQUATE RESERVED PARKING FOR WAITING TRUCKS SHALE PROVIDED. 29. CONTRACTOR SHALL DOCUMENT,WITH PHOTOS,CRITICAL STAGES OF CONSTRUCTION AND PROVIDE TO ENGINEER OF SITE PLAN OVERHEAD DOOR A RECORD AT END OF CONSTRUCTION. LOCATION OH MINIMUM LOADING 280-79-B 15'IN WIDTH,45'IN LENGTH,AND 14'CLEARANCE NOT APPLICABLE 30. THE CONTRACTOR SHALL PERFORM THE WORK AS SHOWN ON THE PLANS AND SPECIFIED HEREIN.THE PLANS SHOW CONCRETE CURB SPACE SIZE THE GENERAL SCOPE OF THE WORK AND DO NOT NECESSARILY SHOW ALL DETAILS REQUIRED FOR COMPLETE FINISHED WORKING SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIALS AND LABOR AS DATE: 01/27/2025 SIGN - MINIMUM NUMBER OF CONTRACTOR BUSINESS NECESSARY FOR THE CONSTRUCTION OF COMPLETE WORKING SYSTEMS. SCALE: ill = 30' STALLS 280-78 40 SPACES(EMPLOYEES)+20 SPACES(2 PER 60 STALLS 31. ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE(NEC). MANHOLE 00 BUSINESS X 10 TENANTS)=60 REQUIRED STALLS 32. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY OR PROTECTED WITH TEMPORARY FENCING PROJECT NUMBER: 24216 INLET 0 MIN.FRONT FACING 28-48-B.-17-5-a NO GREATER THAN 30%OF TOTAL NUMBER OF NO FRONT FACING IN COMPLIANCE WITH OSHA REQUIREMENTS. DRAWING BY: JR PAVEMENT MARKING OFF-STREET PARKING PARKING STALLS PARKING PROVIDED 33. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND IT IS THE CHECKED BY: DIP ARROW -0- I RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. ACCESSIBLE MARK114G `611% [vj VARIANCE REQUIRED 34. SIGNS TO BE FILED UNDER SEPARATE APPLICATIONS BY OTHERS, APPROVED BY: MID PARKING SPACE SEAL &SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED COUNT @ PROFESSIONAL ENGINEER IS A 0,� N E VWv VIOLATION OF SECTION 7209. CONCRETE PAD SUB-DIVISION 2,OF THE NEW YORK F I LO)rl STATE EDUCATION LAW LANDSCAPE AREA y y y Cj � DRAWING No: W 0 TREE GRAPHIC SCALE NOT ALED 30 0 15 30 60 120 WOODED BUFFER LOVE ! v! SO 005 C-1 p�jOFE ( IN FEET ) Know what's below. 1 inch = 30 ft. Call before you dig. 4 1-800-272-4480 ---/? MARC PILOTTA, P.E. PAGE No: I NEW YORK STATE PROFESSIONAL ENGINEER #081558 1 OF 11 Y:\Key CiviHProjectsI2024\24216._Ron Kuoppala-.705 County Road 48 MattituckOrawingsWey Civi1124216 2025.09.12 SPP-6-TR-l.dwg toe GRADING & DRAINAGE NOTES r': b 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES,2. STORMWATER RUNOFF COEFFICIENTS PER TOWN OF SOUTHOLD: SITE '' a. ROOF=1.00 '. b. PAVEMENT/IMPERVIOUS=1.00 C. LANDSCAPE/PERVIOUS=0.30 3. PROVIDE STORMWATER RUNOFF STORAGE FOR 3"RAINFALL PER TOWN OF SOUTHOLD REQUIREMENTS 4. DRYWELL DESIGN CAPACITY:10'DIAMETER =68.42 CFNF e«\ NO PHYSICAL POSSESION \ LAND NOW OR FORMERLY OF ZONE:R-80 RESIDENCE \\ \ 5. ALL PROPOSED DRAINAGE INTERCONNECTING PIPING SHALL BE SMOOTH WALL HDPE WITH A MINIMUM DIAMETER OF 15 ,. . Ny1 ` _ ZONE:R-80 RESIDENCE JAMES H. JACOBS JR. do SHARON M. JACOBS USE:RESIDENCE . 48 INCHES\ ., \ ° trcve � USE:RESIDENCE SINGLE FAMILY RESIDENCE Z LAND NOW OR FORMERLY OF 6. TOP OF EFFECTIVE DEPTH IN LEACHING STRUCTURES SHALL BE NO HIGHER THAN THE GRATE ELEVATION OF THE T. 10 R. TALBOT 13-12 LOWEST INLET IN THE IMMEDIATE SYSTEM. S.C.T.M. 1000-113-12-10.3 _ / 7. GROUNDWATER WAS NOT OBSERVED AT 21'-0" BELOW GRADE (EL. 41.10) DURING FIELD WORK BY McDONALD SINGLE FAMILY RESIDENCE 2)12 " 9 " N 87°16'40"E __ 300.00' ® ! w .� GEOSERVICES ON NOVEMBER 01,2023.PER USGS LONG ISLAND DEPTH TO GROUNDWATER VIEWER,GROUNDWATER IS 8 it 0] '� 08 fl 0611 -� \ 38'BELOW GRADE(EL.±2.00 NAVD88). �� I f V07 11 Q] 08 06 6 "0 012 �� _� \ 8. ALL LANDINGS AND WALKWAYS SHALL HAVE A MINIMUM OF 1.0%CROSS SLOPE AWAY FROM THE BUILDING OR SLOPE 071/ 0107`� TOWARDS AN INLET/LOW SPOT. IQ 0711 , �01 42.50 42.50 9. CONTRACTOR SHALL CLEAN ALL EXISTING/PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES AT THE : .•. '.` END OF CONSTRUCTION. "=�1 :i'' Map data C�2024 Terms Report a map error 42.25 10. ALL ACCESSIBLE PARKING, CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE 41.85 ] 12 „ TC 42.60 }9 „TC 42.80 42.05 �u� " QI ' BC42.10 42.25 9 BC 2.30 - VICINITY MAP Q6 �•�y�] " `r \ REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11-ACCESSIBILTY AND ICC/ANSI A117.1 -2009.ACCESSIBLE „ v.:JB " 42.50 dj 09 42.00 w �'N�w A-1�j 43 G \ STALLS SHALL HAVE NO SLOPE GREATER THAN 2.0% IN ANY DIRECTION AND THE PROPOSED SIDEWALK SHALL NOT N.T.S. Q6 " TC 42.30 0 TC 42.3) 42 _, --N ® � EXCEED A 5.0%RUNNING SLOPE AND 2.0% CROSS SLOPE. ` BC 41.80 w i AA BC 41.80 GR 41.10 0 42.10 ` PROJECT DATA _ i 11. LOCATION OF EXISTING UTILITY SERVICES ARE UNKNOWN AND SHALL BE CONFIRMED INDEPENDENTLY BY THE �T'�-� ^� St CONTRACTOR WITH THE UTILITY COMPANIES AND/OR PRIVATE MARK OUT COMPANIES PRIOR TO COMMENCEMENT OF TAX MAP NUMBER..................... Dist.1000;Sect.113,Block 12,Lot 13 TC 42.40 / 0 , TC 42.40 A-16 0/ 2 CONSTRUCTION. BC 41.90 ` /A-7 BC 41.90 "�^^+` 41.90 i- TC 42.55 A-9 43.00 SITE AREA.................................. 111,848 SF(2.57 Acres) 1 41.95 42.05 _ 41.55 \ \ 12. ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. ZONING....................................... LB LIMITED BUSINESS A-6 BC 42.05 � \ 42.05 TC 41.25 41.35 13. IF WET CONDITION IS ENCOUNTERED,CONTRACTOR SHALL USE 3/4"CLEAN WASHED STONE IN LIEU OF SAND BACKFILL. CURRENT USE........................... VACANT GR 4t.10 RD=36.10 BC 41.75( 42.15 TC 42.25 \j� �- rr 58:;;;,. 42.65 i_ IA-17 BC 41.7510' PROPOSED USE......................... CONTRACTOR'S BUSINESS 41.50 41.40 RIDGE _ RD=36.75 42.10 41.75 /A-1U 42.20 41.70 bV / 41 90 14. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS EN1PLOYEES,THE GENERAL 41.70 :_ 41.75 PROP.15"0 HDPE PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC R.O.W.'S, ETC. DURING ALL CONSTRUCTION AND PROPOSED FOOTPRINT........... 22,020 SF �RIpGE RD=36.10 TC 42.65 41.65 REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL CODES AND REGULATIONS. THE � DRAINAGE PIPE(TYP.) TC 42.25 41.75 RD=36.10 TC 42.25 BC 42.15 E OWNER AND ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTOR'S SAFETY PROGRAMS&PROCEDURES IN AREA... 44,945 SF 41.30 BC 41.75 41.75 RD=36 RiDG GR 41.00 LANDSCAPE/NATURAL 41.75 BC 41.75 41.75 10 A-18 9 611 \\ CONNECTION WITH THE WORK. PAVEMENT/CONCRETE AREA... 44,883 SF ;:. ♦ G PROP.8"0 PVC ROOF �� RD-36.75 "'�~ 41.75 / 41.70 1� ` 15. GRADING CONTOURS ARE FOR ILLUSTRATION PURPOSES ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION. DRAIN PIPE @ 1.5/° N` o+ � ^„ 41.75 RD=36.10 / 8 u 41.70 LEGEND MIN.SLOPE(TYP.) "� 41.65 a✓'r 41.65 EXISTING ITEM PROPOSED 41.75 „' 41.75 41.75 PROP.HATCHED RIpGE STORMWATER DESIGN CALCULATIONS �n No "`" RD=36.10 1 y .. ,:::AREA TO BEAT 2% V ;, ... PROPERTY LINE �° , MAX SLOPE ]� TRIBUTARY DRAINAGE (REf ACRES)8 S ��� / 41.25 \ \ SITE AREA 111 848 SF '' PROP.HATCHED A-11 AREA-111,84 F A-5 :AREA TO BE AT 2% I;'' 41 7 GR 41,10 RD=36.10 C \ SEP 2 9 2025 BUILDING �51�tJ1 MAX SLOPE 41 75 BUILDING AREA=22,020 SF 5 t10 M j" / RD=36.10 41.75 41.15 --� -o PAVEMENT/IMPERVIOUS AREA=44,883 SF SOUTHOLD TOWN RD=36.75 �,, 41,75 A-121 \ 41 75 " 41.70 A-19 & 41.20 ®� PERVIOUS/LANDSCAPE AREA=44,945 SF PLANNING BOARD DOOR LOCATION ENIEXT 40.90 / �r 41.75 PROPOSED 1-STO xx�`� 1 14" TRIBUTARY AREA W - 41.65 41.75 ;; 40.85 41.05 OVERHEAD DOOR A GR 40.45 GE GE BUILDING �, STORAGE REQUIRED LOCATION RIp RD=36.10 RID CONTRACTOR'S 41.75 41.65 ROOF=22,020 SF x(3"/12)x 1.00 - 5,505.0 CF 41.00 ♦ 41.35 41.75 BUSINESS i , \ IMPERVIOUS=44,883 SF x(3"/l2)x 1.00 =11,220.8 CF CONCRETE CURB t RIDGE F \ PERVIOUS=44;945 SF x(3712 x 0.30 = 3,370.9 CF \ , A-23� / 41.05 PROP.15"0 HDPE: 11,010 SF ® L ) 00 TOTAL STORAGE REQUIRED =20,096.7 CF \ 40.95 :: DRAINAGE PIPE(TYP.):41.75 41.75 F.F. EL. 41.75 RD=36.10 -♦ 40.75 �, SIGN `� RD=36.75 *' ,',. 5 41.75 40.80 r 1 STORAGE PROVIDED /'. '' 41.75 41.65 GR 41710 ✓► 8.1 41.65 ~ GR 40.60 22 DRYWELLS 68.42 CFNFUSE TWENTY TWO(22)10'0 D17.0 VFLS 5'589117A�EFFECTIVE STORAGE DEPTHS MANHOLE 0 ® 41 75 PROPOSED 1-STORY �g RD=36.10 '�' 40.70 40.80 BUILDING tp 9.1 CF CF IS GREATER THAN 20,096.7 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED. l 41.75 41.75 INLET CONTRACTOR'S / 41.75 BUSINESS \ 11,010 SF 41.75 A-13 41.75 �� RIDGE \ W +' WATER SERVICE W PROP.15"0 HDPE X. / l RD=36.10 ( , 40.75 ! a'" -PROP.8"0 PVC ROOF 6 09/12/25 JR REV.PER TOWN COMMENTS DATED 9/11125 \ DRAINAGE PIPE(TYP.) ov HP 41.50 F.F. EL. 41.75 RD=36.10 . RD=36.75 '"� 1'." DRAIN PIPE @ 1.5% RE SCHEDULE DRAINAGE STRUCTURE HE LE 5 08/29/25 JR MISCELLANEOUS REVISIONS ' � 41.75 `MIN.SLOPE(TYP.) o RD-36.75A-21 ELECTRIC SERVICE E - .+"'"r '" 41.75 41.75 ./�° STRUCTURE EFFECTIVE RIM/ TOP OF BOTTOM INVERT INVERT 40.60 41.65 " ��� GR 40.60 NUMBER STRUCTURE TYPE DEPTH GRATE RINGS OF RINGS IN OUT 41.65 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS 41.75 41.75 A-1 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 38.95 37.25 20.25 35.25 35.25 3 05/06/25 JR UNAFFECTED SHEET STORM PIPE 6" 41 ''" RIDE 2�g 75 PROP.8"0 PVC ROOFNO ' LAND NOW TCAL OR FORMERLY OF GR 40.20 h0 1 ION RD=36.75 GR 41.10 W PIPE @ 1.5% 41.75 RIDGE A-2 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 40.05 38.35 21.35 35.25 35.25 2 05/01/25 JR REV.PER SCDPW&HEALTH DEPARTMENT I \ SANITARY PIPE \ GULLY REALM, LLC TC 42.25 0 t A-14 MN SLOPE(TYP.) RD=36.75 41.65 40.90 COMMENTS S.C.T. . OACANT 1s-1z +i.� BC 41.75 cF 41 ZONE:PROTECTED A-3 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.30 38.35 21.35 35.25 35.25 1 04!14125 JR REVISE LIGHTING PER TOWN COMMENTS \ N 711 41.75 41.75 41.75 TC 42.25 1 t A-3 41.75 41.75 `0,*)�t ' *� BC 41.75 DRYWELL 0/ 40.75 41.70-~•' 41.75 RD=36.75 5B A-4 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.20 38.35 21.35 35.25 35.25 NO. DATE BY DESCRIPTION A-5 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.45 38.35 21.35 35.25 35.25 ZONE:LB LIMITED BUSINESS "' ® HP41.35 `r•ti,l•` 41.70 40.40 40.70 REVISIONS --41-- __ USE:VACANT' �" RD-36.75 TC 40.85 CONTOUR 40 GR 40.30 41.65 - S.C.T.M.N 1 R FORMERLY \ A-6 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 38.90 21.90 35.25 35.25 �e . TC 42.25 c �RID� TC 42.25 � _ TC 41.35 BC 40.35 LAND NOW OR FORMERLY OF RIDGE BC 41.75 -\ BC 41.75 A-22 40,65 TOWN OF SOUTHOLD \ RIDGE LINE - - -- \ TC 39.95 �ei- B 85 \ 1 40.35 �� D VACANT A-7 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.60 38.90 21,90 35.25 35.25 BC 39.45 �1 A-8 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 42.00 38.90 21.90 35.25 35.25 k FLOW ARROW �--� GR 39.90 , 41.10 �0 0 40 40.60 A-9 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 38.90 21.90 35.25 35.25 y � . -�A.2 GR 39.15TC GRADE ELEVATION 41.75 / " � ® i- 0 0 � BC 41.10 12 r A-10 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.55 38.90 21.90 35.25 35.25 A A!� 08 ,f TOP&BOTTOM OF TC 40.85 41.15 � A.1�`��20.4'-" �--� ��--�� m �tV A-11 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 38.90 21.90 35.25 35.25 CURB ELEVATION BC O35 ^ ^ "'�V`- \ (� \, \ 9 / ®Q A-12 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.50 38.90 21.90 35.25 35.25 M / 0811 8 A-13 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 38.90 21.90 35.25 35.25 TREE \ , r TC 40.85 ._ A-14 PROPOSED 4'O CONCRETE CATCHBASINWITHFRAME&GRATE --- 41.10 --- --- 36.45 38.10 B6� BLUE POINT R®A®a UNIT B TC39.55 TC 40.70 HOLTSVILLE NEW YORK 11742 / BC 39.55 BC 40.70 / A-15 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER t7.00' 42.05 39.90 21.90 35.25 35.25 � \ �...�'ll " 15 7f \ / 41.10 TC 40.75 \ T / \ A-16 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.75 39.90 21.90 35.25 35.25 16 31) 9 61-0 5®6 (�\ \ 6" Q9 " � www.KeyCivilEngineering.com (`��}� A-17 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.00 39.90 21.90 35.25 35.25 Q9 " \,r TC 40.65 BC 40.25 �(2)167f {]�� / ® a BC 40.15 ] "Q o A-18 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.00 38.90 21.90 35.25 35.25 PROJECT NAME 5'WIDE FILL EASEMENT I " o 6 "o 02 "\_ Z A-19 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.85 33.90 21.90 35.25 35.25 FAVOR OF COUNTY OF SUFFOLK' 8 " o PROPOSED 528.64' -"'- � 9 A-20 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.60 38.90 21.90 35.25 35.25 ... ..1. ...... s A-21 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.60 3$.90 21.90 35.25 35.25 S 6't0" W 300.00' w w 4A 40.90 W W 4o W Elr� - , A-22 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 39'90 38.20 21.20 35.25 35.25 MEET - EL41. ' C 14L�' EL4L1' ;41,0' EL4i.0' EL4U�' L 8" ; .- - - .._- FTC EI-.:40,6' EL40,5' FLAT EL;40,3 TC 40.80 EL40.2' E1.140.?.'- EL4C,1' EL4l.' TC 40.50 A-23 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.20 38.90 21.90 35.25 35.25 EXISTING 40.70 TC 41.10 TC±41.95 BC 40.60 BC 40.30 BC 40.00 705 COUNTY ROAD 48 Bc±a1.45 - - - MATTITUCK, NY 11952 --- TC 41.50 TC 41.30 MEET SOLID WHITE LINE TC 41.70 TC 41.50 BC 41.00 BC 40.80 EXISTING TOWN OF SOUTHOLD, COUNTY OF SUFFOLK BC 41.20 Bc al.00 'T �C>T_TT TD VE1' AINM DISTA 000, SECT.: 113, BLOCK: 12, LOT: 13 _ -___._._........_ SOLID YELLOW LINE EDGE FP MT - _� DRAWING TITLE APPROXIMATE LIMIT OF DLT R®AD APPROXIMATE LIMIT OF SAWCUT LINE ---- GRASS MEDIAN--- (MEET EXISTING PAVEMENT N® 'j' j{® SAWCUT LINE GRADING & DRAINAGE FLUSH WITH NO TRIP HAZARD) (Sxix:q ,®I.K Cc>xiTq r- - R(:x4 D 4s)i (MEET EXISTING PAVEMENT FLUSH WITH NO TRIP HAZARD) PLAN McDONALD GEOSERVICES DATE: 01/27/2025 B 1 POB 1258 SOUTHHOLD,NY 11971 631.765,3677 mcdgeo@gmaii.com SCALE: 1"= 30' Test Hole Data Sheet Name:Falcone PROJECT NUMBER: 24216 DP: Location:Mattituck DRAWING BY: JR Tax Map Number:1000-113-12-13 Projection Description:Lot DP 9� CHECKED BY: Date:11/1123 ELV.=41.10 APPROVED BY: MID .• � s> BROWN LOAM OL '.. ............. 0.5' SEAL &SIGNATURE: BROWN SILT ML ALTERATION C ADDITION TO THIS Know what's below. DOCUMENT EXCEPT BY A LICENSED Call before you dig. ............. PROFESSIONAL ENGINEER IS A 3 VIOLATION OF SECTION 7209, PALE BROWN FINE TO �j•o� N/E W �'p SUB-DIVISION 2,OF THE NEWYORK 1-800-272-4480 COARSE SAND SW �v PILO �� STATE EDUCATION LAW co DRAWING No: UJI GRAPHIC SCALE yy� 1. 4 11`` 1, 30 0 15 30 60 120 C? r NOT I ?l._ ALED PALE BROWN FINE C's SAND SP 0815 Q� V-2 IN FEET OFEc� 1 inch = 30 ft. ELV.=20.10 21 , COMMENTS:NO WATER ENCOUNTERED ARC PILOTTA P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 2 OF 11 Y:Vey CiviWrojectsM24124216._Ron Kuoppala-.705 County Road 48._Mattituck0rawings\Key Civ l'124216._2025.09.12_SPP-6_TR-t.dwg GENERAL NOTES NO EXISTING WATER SANITARY DENSITY CALCULATIONS SERVICE SSE ION 1. APPLICANT ME Y 0 0 PHYSICAL FORMERLY F LAND N ZONE:R-80 RESIDENCE ZONE:R-80 RESIDENCE JAMES H.C�COIIS& MC�NJIM USE:RESIDENCE I S. RONALD KUOPPALA LOT SITE AREA=111,848 SF(2.57 AC) USE:RESIDENCE T.M. oob.�J IS JAC013S SINGLE FAMILY RESIDENCE' NO EXISTING WATER 63 VILLAGE LINE ROAD SITE IS LOCATED IN GROUNDWATER MANAGEMENT ZONE IV=600 GPD/ACRE LAND NOW OR FORMERLY OF SERVICE BABYLON,NY 11702 TOTAL ALLOWABLE SANITARY FLOW=2.57 ACRES x 600 GPD/ACRE=1,542 GPD THOMAS R. TAMT 516-848-0932 2 PROPOSED USE S.C.T. -1 13-1 -10, 1000 SINGLE FAMILY RESIDENCE N 87'16'40"E 300.00' SITE 1711!1, T E-11 PROPERTY OWNER 1-STORY BUILDING CONTRACTOR'S BUSINESS =11,003 SF x 0.04 GPDISF=440.12 GPD ..... ..... ... 705 MAIN ROAD LLC 1-STORY BUILDING CONTRACTOR'S BUSINESS =11,003 SF x 0.04 GPD/SF=440.12 GPD 8 611 i1 7 o 08 /1 PO BOX 1086 TOTAL DENSITY FLOW REQUIRED=880.24 GPD 0711 0 06 /1 0 WESTHAMPTON BEACH,NY 11978 6 "0 012 THE REQUIRED DENSITY IS LESS THAN THE PERMITTED DENSITY,THEREFORE THE LOT IS SUFFICIENT. V07 081, 7 11 - 06 OWNER OF CORPORATION 01011 0911 0711 0 1211 PAUL PAWLOSKI 48 0 0711 (39 --- 42.50 42.50 100 PARK AVE SANITARY SYSTEM SIZING CALCULATIONS ..... ........ 01111 MATTITUCK,NY 11952 C115 42.25 7 b9 41.85 TC 42.60 0 9 J74�80 TO 631-445-4348 12 ,0 42.05 I-STORY BUILDING CONTRACTOR'S BUSINESS =11,010 SIF 01 4P' 061t 0711 081, 0 BC 07' 42.50 1-STORY BUILDING CONTRACTOR'S BUSINESS =11,010 SF 011 PROPERTY KNOWN AS Ave Out 9 42.00 '1� 705 COUNTY ROAD TOTAL=22,020 SIF 0 MATTITUCK,NY 11952 06 TC 42.30 TC 42.30 BC 41. 0 42.10 rt TOWN OF SOUTHHOLD,SUFFOLK COUNTY BC 41.80 - SCTM No.:1000-113-12-13 CALCULATIONS LOT AREA:111848 SF(2.57 ACRES) SANITARY FLOW TC 42.40 1 0 TC 42.40 1 TWO(2)1-STORY BUILDING CONTRACTOR'S BUSINESS=22,020 SF 0.04 GPD/SF 880.80 GPD BC 41.90 BC 41.90 / 41.90 2. REFER TO SITE PLAN(SHEET C-11)FOR ADDITIONAL NOTES. TOTAL SANITARY FLOW REQUIRED=880.80 GPD 41.95 TC 42.55 42.05 43.00 41.55 '1� BC 42.05 3. GROUNDWATER WAS NOT OBSERVED AT 21'-0-BELOW GRADE(EL.41.10)DURING FIELD WORK BY TC 42.251 41.35 42.05 ..1. . ,, .. 0 1\ McDONALD GEOSERVICES ON NOVEMBER 01, 2023, PER USGS LONG ISLAND DEPTH TO HYDRO-ACTION AN GR 41.10 01: BC 41.75 T 1 1 42.15 142.25 GROUNDWATER VIEWER,GROUNDWATER IS 38'BELOW GRADE(EL.±2.00 NAVD88). MINIMUM REQUIRED CAPACITY 1 DAY TOTAL FLOW 880.80 GPD 911 .65 BC 41.75 4 Mapdata02024 Terms Reporta 41.50 41.90 USE THE HYDRO-ACTION AN 1 100C SERIES SYSTEM,AS APPROVED BY SCDHS map error 141.40 42.1 4. THERE ARE NO KNOWN EXISTING WELLS PRESENT WITHIN 150' OF THE PROPOSED SANITARY TC 42.65 SYSTEM. USE ONE(1)HYDRO-ACTION AN-1100C WITH A TOTAL VOLUME OF 1,100 GALLONS BC 4 .15 (MEETS REQUIRED CAPACITY OF 880.80 GALLONS) VICINITY MAP TC 42.25 TC 42.2J5 GR 1.00 5 41.30 5. THERE ARE NO MAPPED DEC WETLANDS/SURFACE WATERS WITHIN 300' OF PROPERTY BC 41.75 BC 41'75 1 0 N.T.S. BOUNDARY LEACHING POOLS GR 41.00 DESIGN FLOW =880.80 GPD =1.5 GPD/SF ADVANCE OF THE COMMENCEMENT OF ANY ON-SITE DRAINAGE, SANITARY, CURB, OR PAVING 41.70 7. THE CONTRACTOR MUST NOTIFY THE TOWN ENGINEERING DIVISION AND SCDHS 24 HOURS IN LEACHING RATE PROJECT DATA .0000 REQUIRED SIDEWALL AREA 880.80 GPD 1.5 GPD/SF 587.20 SF g 000 0 WORK. PROPOSED SIDEWALL AREA =TWO(2)10'0 LEACHING POOL WITH IYEFFECTIVE DEPTH TAX MAP NUMBER..................... Dist.1000,Sect.1 13,Block 12,Lot 13 2 LEACHING POOLS X 31.42 SF PER LEACHING POOLIVIF X 10 VF 628.4 SIF SITE AREA.................................. 111,848 SF(2.57 Acres) 4. t 8. UPON OFFICE OF POLLUTION CONTROL APPROVAL, THE REMOVAL OR ABANDONMENT OF 628.4 SFIS GREATER THAN REQUIRED 587.20 SF J 41.25 EXISTING SEPTIC TANKS,AND LEACHING POOLS SHALL BE PERFORMED IN ACCORDANCE ZONING....................................... LB LIMITED BUSINESS 7'0 GR 41.10 WITH SCDHS REQUIREMENTS AS FOLLOW: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES NOTES CURRIENTUSE........................... VACANT * PUMP OUT ALL SANITARY STRUCTURES 41.15 a REMOVE ALL STRUCTURES IN IT'S ENTIRETY AND DISPOSE OF ACCORDINGLY PROPOSED USE......................... CONTRACTOR'S BUSINESS V,* I. ALL SANITARY PIPING,STRUCTURES,AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SUFFOLK 41. REMOVE ALL SLUDGE FROM THE STRUCTURES UNTIL STRUCTURE IS COMPLETELY COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY STANDARDS FOR APPROVAL OF PLANS AND PROPOSED FOOTPRINT........... 22,020 SF 40.90 EMPTY. CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES,DATED DECEMBER 29,2017. PROPOSED 1-STORY . 141/ FILL HOLES WITH CLEAN FILL COMPACTED TO 95%PROCTOR DENSITY IN MAX ONE FOOT LANDSCAPE/NATURAL AREA... 44,945 SF GR 40.85 BUILDING 41.05 (r LIFTS TO THE ELEVATION REQUIRED. 2. SEWER LINE REQUIREMENTS: PAVEMENT/CONCRETE AREA... 44,883 SF GR 40.45 CONTRACTOR'S a. GRAVITY SEWER LINES AND FITTINGS SHALL MEET OR EXCEED ASTM STANDARD D-3034 FOR PVC SEWER PIPE WITH A MINIMUM 4 .00 BUSINESS 40.90 41.35 ... ... 9. IF WET CONDITION IS ENCOUNTERED, CONTRACTOR SHALL USE 3/4" CLEAN WASHED STONE IN (NO BASEMENT) LIEU OF SAND BACKFILL. SDR-35 RATING,UNLESS OTHERWISE INDICATED. 11,010 SIF b. PVC PIPE AND FITTINGS SHALL BE PROVIDED WITH INTEGRAL BELLS AND SPIGOTS AND RUBBER SEALING RINGS.THE SEALING 41..05 40.75 RINGS SHALL MEET THE REQUIREMENTS OF ASTM STANDARD F-477.ALL SEWER LINES SHALL BE STRAIGHT,AND COUPLINGS F.F. EL. 41.75 40.95 40.80 1 SHALL BE SECURELY INSTALLED AND BE WATERTIGHT. c. ALL GRAVITY SEWER LINES SHALL HAVE A MINIMUM DIAMETER OF SIX(6)INCHES AND BE BURIED BELOW GRADE. GR 1.10 GR 40.60 13-1 McDONALD GEOSERVICES d. WHERE PRACTICAL, GRAVITY SEWER LINES SHALL NOT BE INSTALLED IN GROUNDWATER. FOR INSTALLATIONS THAT ARE PROPOSED 1-STORY . ....... D a! B 40.90 PLACED IN GROUNDWATER,THE SEWER PIPING SHALL BE CONSTRUCTED OF PRESSURE RATED PIPING AND TESTED TO ENSURE(NO BASEMENT) 40.70 BUILDING POB 1258 SOUTHHOLD,NY 11971631.765,3677 40.80 mcdgeo@gmail.com CONTRACTOR'S TIGHTNESS PRIOR TO OPERATION.MAXIMUM PERMISSIBLE LEAK RATE IS 1/4"IN 8 HOURS. e. THERE SHALL BE MINIMUM TWO-FOOT LENGTH OF CAST IRON SEWER LINE EXTENDING THROUGH THE FOUNDATION. SEP 2 9 7025 BUSINESS Test Hole Data Sheet UTILITY CROSSING f. HOUSE CONNECTIONS SHALL HAVE AMIN!MUM PITCH OF 1/4'PER FOOT. SOUTHOLI g. ALL HOUSE CONNECTION SHALL BE PROVIDED WITH A CLEAN-OUTAT THE FACE OF THE BUILDING. t 11,010 SF 40.75 o Bpi BOT.OF STORM ;7.30 : 11 X -/- D TOWN Name:Falcone HP 41. 0 TOP OF WATER 35.80 h. HOUSE CONNECTIONS SHALL BE STRAIGHT WITH NO BENDS IN SEWER LINE TO THE MANHOLE. P F.F. EL. 41. DP: o Location:Mattituck PROP I"0 DOMESTIC GR 40.6 Tax Map Number:1000-113-12-13 3. SEWER MAINILATERAL SEWER REQUIREMENTS: 40.60 WATER SERVICE(40 LF) O PRPOSED 4"0.DR-18 PIPE @ Projection Description:Lot a. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A UNIFORM SLOPE AND BE LAID WITH A STRAIGHT ALIGNMENT, WITHOUT PROPOSED 2"0 VENT 18"ABOVE BENDS.WHEN REQUIRED,APPROVED MANHOLES MAY BE UTILIZED WHERE SEWERS CHANGE DIRECTION OR SLOPE. Date:11/11/23 1/4"MIN.SLOPE(TYP.OF 2) b. HOUSE OR BUILDING SEWERS SHALL BE CONNECTED TO MAIN OR LATERAL SEWERS WITH APPROVED WYE FITTINGS. 6" NO PHYSICAL POSSESION GRADE WITH CARBON FILTER ELV.=41.10 GR 41.10 BROWN LOAM OL c. SEWERS SHALL BE PROVIDED WITH MANHOLES AT INTERVALS NOT TO EXCEED 400 FEET. LAND NOW OR FORMERLY OF GR 40.20 PROPOSED IN GR(360`�AN14I31LIE 40.90 ............. 05 GULLY REALy LLC TC 42.2 d. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A MINIMUM DIAMETER OF 8 INCHES,AND SHALL HAVE A MINIMUM SLOPE OF S.C.T.M. 1000-11i3-12-12 WITH REMOTE PLC CONTROL PANEL; 4t.75 TC 42.25 ZONE:PROTECTED 0.4%.10 INCH DIAMETER SEWERS SHALL HAVE A MINIMUM SLOPE OF 0.28%. VACANT WITH HP-1 50 COMPRESSOR SA-2 BROWN SILT MIL . :: SA-1 BC 41.75 e. SEWER MAIN AND LATERAL SEWERS THAT HAVE LESS THAN 2 FEET OF COVER OR ARE NOT PLACED ON VIRGIN SOIL SHALL BE ............. 3' 40.75 41.70 SA-3 41.70 I I.bz PALE BROWN FINE TO CONSTRUCTED OF DUCTILE IRON PIPE(DIP). ZONE:LB LIMITED BUSINESS 11 HP 41.35 40,40 40.70 COARSE SAND SW f. SEWER MAIN AND LATERAL SEWERS THAT HAVE BETWEEN 2 FEET AND 4 FEET OF COVER SHALL BE CONSTRUCTED OF DR18 OR USE:VACANT SA-4 TC 40.85 S-C-T-M- 1000-113-12-14 ............. 6' DUCTILE IRON PIPE. GR 40.30 A TC 42.25 BC 40.35 LAND NOW OR FORMERLY OF g. SEWER MAIN AND LATERAL SEWERS THAT HAVE OVER 4 FEET OF COVER MAY UTILIZE SDR-35 PIPE. NO EXISTING WATER TC 42.25 TC 41.35 BC 41.75 40.65 TOWN OF SOUTHOLD SERVICE BC 41.75 FT_C39_95_�% BC 40.85 An'21Z VACANT 4. SEPARATION OF SEWER AND DRAINAGE LINES REQUIREMENTS: 6 09/12125 JR REV.PER TOWN COMMENTS DATED 9/11/25 IBC 39.45 150'OFFSET FROM PROPOSED PALE BROWN FINE a. SEWERS SHALL BE LAID AT LEAST 5 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAINAGE LINE. THE DISTANCE 5 08/29/25 JR MISCELLANEOUS REVISIONS SHALL BE MEASURED EDGE TO EDGE. 150'OFFSET FROM PROPOSED-,,, 41.10 A-5 40.60 SANITARY SYSTEM SAND SP b. IN THE EVENT THAT THE DRAINAGE LINE MUST CROSS OVER THE SEWER LINE,THE SEWER LINE MUST BE CONSTRUCTED OF 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS GR 39.15 TC 41.60 01 DUCTILE IRON PIPE(DIP)UNLESS A SEPARATION DISTANCE OF 18 OR MORE INCHES IS MAINTAINED. I SANITARY SYSTEM if 3 05/06/25 JR UNAFFECTED SHEET BC 41.10 c. IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE DRAINAGE LINE,THE SEWER LINE SHALL BE CONSTRUCTED OF 20' DUCTILE IRON PIPE(DIP)FOR A DISTANCE OF 3 FEET HORIZONTALLY INTO VIRGIN SOIL. REV.PER SCDPW&HEALTH DEPARTMENT 41.15 (MIN.) PROPOSED 50%FUTURE d. IF PERIMETER ROOF DRAINAGE PIPING IS INSTALLED NEAR THE FACE OF THE BUILDING,ALL HOUSE CONNECTIONS MUST BE 2 05/01/25 JR COMMENTS SA-6 SA-7 EXPANSION POOL FIR ELECTRIC TRANSFORMER 0 rz I I OP 0 CONSTRUCTED OF DUCTILE IRON PIPE FOR 10 FEET FROM THE BUILDING. �1 PROPOSED 3/4"0 PVC(SCHEDULE 8' (CONTRACTOR TO COORDINATE 0811 ELV.=20.10 121' 1 04/14125 JR REVISE LIGHTING PER TOWN COMMENTS 40)ELECTRICAL CONDUIT FROM TC 40.85, (MIN./TYP.) WITH UTILITY CONTRACTOR) 5. SEPARATION OF SEWER AND WATER LINES REQUIREMENTS: PULLBOX TO HYDRO-ACTION PUMPS BC 40.35 NO. DATE BY DESCRIPTION I COMMENTS:NO WATER ENCOUNTERED A. PARALLEL INSTALLATION ONE 1/2-0 PVC(SCHEDULE 80)AIR TC 39.55 TC 40.7 PROP 2"0 DOMESTIC a. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN OR LATERAL.THE BC 39.55 BC 40.70 WATER SERVICE(120 LF) REVISIONS LINE FROM COMPRESSOR 15 /to 11 11� DISTANCE SHALL BE MEASURED EDGE TO EDGE. PROPOSED 2"0 PVC VENT LINE .10 ROP.6"0 FIRE WATER B. CROSSINGS 10 611 PROPOSED 4"0 DR-18 PIPE 9 TC 40.75 SERVICE(120 LF) a. THE CROSSING OF WATER AND SEWER LINES SHOULD BE AVOIDED UNLESS PROVEN ABSOLUTELY NECESSARY, 7 b. WATER LINE OVER SEWER LINE: IN THE EVENT THAT THE WATER LINE MUST CROSS OVER THE SEWER LINE,THE FOLLOWING @ 1/4"MIN.SLOPE(TYP.) BC 40.25 DIP TC 40.65 ROP.ELECTRIC SERVICE CONDITIONS SHALL BE MET: rmurOSED TO DR-18 PIPE-/ I0 I BC 40.15 7 (CONTRACTOR TO COORDINATE SEWER LINES SHALL BE LAID BELOW THE WATER LINE AND PROVIDE A SEPARATION OF AT LEAST 18 INCHES BETWEEN THE N MIN.SLOPE(TYP.) BOTTOM OF THE WATER LINE AND THE TOP OF THE SEWER LINE;AND 5'WIDE FIAEASEMENT I @ 1/8 WITH UTILITY CONTRACTOR) FAVOR OF COUNT r 7FSUFFOLK 0611 V k,�,f SEWER LINE JOINTS SHALL BEAT LEAST 10 FEET FROM THE POINT OF CROSSING;AND IMP, 411111111, CONSTRUCTED OF PRESSURE PIPE AND HAVE A MINIMUM SEPARATION OF 12 INCHES BETWEEN THE BOTTOM OF THE WATER * WHEN IT IS NOT PRACTICAL TO OBTAIN AN 18 INCH SEPARATION, BOTH THE WATER AND SEWER LINES SHALL BE LEGEND 528.64'\_ EXISTING ITEM PROPOSED IS 87'16'40" W 300.00, LINE AND THE TOP OFF THE SEWER LINE. W_ W- -W -W W_ -w- c. SEWER LINE OVER WATER LINE: IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE WATER LINE,THE FOLLOWING 40.90 -L 7, w PROPERTY LINE ------------- CAVIL FEEVIG111" EERIDJIM3 MEET TC 40.80 TC 40.50 ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE;AND 61334 BLUE P(31NT R0AD, UNIT B BUILDING EXISTING 40.70 TC 41.10 BC •40.30 BC 40.00 WATER LINE AND SEWER LINE JOINTS SHALL BE AT LEAST 10 FEET FROM THE POINT OF CROSSING:AND TC±41.95 BC 40.60 APPROXIMATE LOCATION ------ THE ENTIRE LENGTH OF SEWER LINE BETWEEN ADJACENT MANHOLES OR OTHER SANITARY STRUCTURES SHALL BE HOLTSVILLEs NEW YORK 11742 A BC±41.45 MEET CONSTRUCTED OF MATERIALS AND JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION;AND (6311961-0506 DOOR LOCATION ENIEXT TC 41.50 TC 41.30 OF EXIST.12"WATER MAIN EXISTING • A VERTICAL SEPARATION OF AT LEAST 18 INCHES SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE SEWER LINE AND THE SOLID WHITE LINE TC 4170 TC 41.50 BC 41.00 BC 40.80 TOP OF THE WATER LINE. www.KeyCivilEngineering.com OVERHEAD DOOR A BC 41'20 BC 41.00 LOCATION OH ........................... SOLID YELLOW LINE PAVEMENT SANITARY STRUCTURE SCHEDULE PROJECT NAME CONCRETE CURB STRUCTURE STRUCTURE TYPE EFFECTIVE RIM/GRATE TOP OF BOTTOM INVERT INVERT PROPOSED SIGN - 48) NUMBER DEPTH RINGS OF RINGS IN OUT A SA-1 PROPOSED 6"0 SANITARY BUILDING CONNECTION/CLEAN OUT --- 42.15 --- --- --- 38.55 CONTRUACTOR"S BUSINESS MANHOLE 00 SA-2 PROPOSED 6"0 SANITARY BUILDING CONNECTION/CLEAN OUT --- 41.75 38.15 BUILDINGS INLET 0 PROPOSED 1-STORY SA-3 PROPOSED 60 PRECAST CONCRETE PRIMARY TREATMENT TANK 4.0' 41.60 --- --- 37.05 36.55 705 COUNTY ROAD 48 BUILDING EL.42.15(SA-1) A)40.60 MATTITUCK, NY 11952 _W_ WATER SERVICE W CONTRACTOR'S EL.41.75(SA-2) SA-4 PROPOSED I/A SYSTEM:HYDRO-ACTION AN-1 100 8)40.45 38.48 ±29.23 36.40 35.90 BUSINESS CLEANOUT BOTTOM OF TOP TOP OF STRUCTURE SA-4 RIM C)40.40 1 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK ELECTRIC SERVICE -E 11,003 SF RIM EL.41�60 SLAB EL.38,73 EL.38.48 A=EL.40.60 PROPOSED 5 LF SA-5 PROPOSED 4'0 PRECAST CONCRETE DISTRIBUTION MANHOLE 40.10 38.10 34.10 35.75 35.25 DIST.1000, SECT.: 113, BLOCK: 12, LOT: 13 PROPOSED 7.2 LF OF B=EL.40.45 OF 4"0 DR-18 PIPE RIM EL.40.10 DRAWING TITLE FINISHED FLOOR LEVEL 41.75 C=EL.40.40 6"0 DR-18 PIPE AT 1/8"/FT SA-6 PROPOSED 10'0 PRECAST CONCRETE SANITARY LEACHING POOL 10.01 39.70 37.10 25.10 35.10 --- STORM PIPE 4-ODR-18 PIPE@ 1/4' @ 1/4"MIN.SLOPE MIN SLOPE MIN.SLOPE TOP OF STRUCTURE (8 LF FROM SA-5 TO SA-6) SA-7 PROPOSED 10'0 PRECAST CONCRETE SANITARY LEACHING POOL 10.0, 40.00 37.10 25.10 35.10 ... SANITARY PIPE SA-6 RIM EL.39.70 1 1 1 ;x EL 38.10 (8 LF FROM SA-5 TO SA-7) 1011 �y> SA-7 RIM EL.40.00 SAN INV.:38.55(SA-1) % UTILITY & SANITARY PLAN SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL DRYWELL SAN INV.:38.15(SA-2) TOP OF STRUCTURE 01 SA-6 EL.37.10 =4 SA-7 EL.37.10 I I N_�d I I I IM I I I Ed ,f4_1_7_51 MIN.2'OF CAST IRON PIPING GRADE ELEVATION THROUGH BUILDING FOUNDATION DATE: 01/27/2025(M TOP&BOTTOM OF /f TC 40.85 INV.IN 30' E2.40 35J PROPOSED 4"0 DR-18 PIPE @ 114"' INV.OUT SCALE: CURB ELEVATION EL.37.05 MIN.SLOPE EL.36.55 (12 LF FROM SA-1 TO SA-3) 11E PROJECT NUMBER: 24216 0 TREE > \/'�­INVOUTEL. (44 LF FROM SA-2 TO SA-3) =±35.90 11110 PRECAST CONCRETE PRIMARY TREATMENT TANK INV OUT EL. DRAWING BY: JR (SA-3) N\ INV IN EL. 35.75--/ 35.25 INV.IN EL.35.10 CHECKED BY: DP INV IN EL. ±36.40 4'0 PRECAST CONCRETE DI APPROVED BY: MP STRIBUT10N NMA Aff�OM OF STRUCTURE K EL.34.10 (SA 5) SEAL& SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT PROFESSIOEXCEPT BY A LICENSED \///' \�\/%� �/\//\// \\//\ //\�\� 6 N AL EN GINEER IS A BOTTOM OF STRUCTURE M oii NEVV VIOLATION OF SECTION 7209, EL.31.06 _n 0, SUB-DIVISION 2,OF THE NEW YORK SA-4 PROPOSED IIA SYSTEM:HYDRO-ACTION AN 1100 M STATE EDUCATION LAW Know what's below. BOTTOM OF STRUCTURE < Call before you dig. M EL.29.23 0 co DRAWING No: M 1-800-272-4480 W rr NOT 'ALED GRAPHIC SCALE 081 30 0 15 30 60 120 C-3 OFE k7l 1117773 11� 11L=-.-31 I Ill E3 9== ' IN FEET ) SCHEMATIC SANITARY SYSTEM PROFILE 10 (SA-6/SA--7) A-6/SA LEACHlNG-POOL 7) BOT.EL.25.10 1 inch = 30 ft. N.T.S. MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 3 OF 11 YAKey CivilTrojects\2024\24216 Ron Kuoppala 705 County Road 48 MattituckZrawings\Key Cm!'\24216_2025,09.12 SPP-6_.TR-1.dwg ii ........... .................. . .... ........... PUMP/COMPRESSER POWER CIRCUIT Print i Part Number ............. ....... Revision Date (DEDICATED 110 V SERVICE ON A 20 AMP BREAKER) BACKFILL WITH NATIVE SOIL AN-1100 Wastewater Treatment System :5/15/2024 ... 24"0 CHIMNEY SEE NOTE 13 10 0 X 8 THICK TRAFFIC RATED ........... .... ......... Tanks installed individually and plumbed onsite. ITEM NO. Part Number DESCRIPTION QTY. HYDROACTION TOPPING SLAB CB1 Mi ro- "7 1 24" HEAVY DUTY LOCKING BLK 178 Min. 8 0 X 8" THICK TRAFFIC RATED FOR AN800 AND AN1100 APPROVED BLK SITE � BLK -0 0- SPRAY I HA-AN I 100-P Tank AN-1 100 245 ATU (API 500) FL1 I- CI COVER TO GRADE HYDROACTION TOPPING SLAB -r - BY SCDHS APPROVAL NO. NS-002 PUMP Lifting Locations (3 LOCATIONS) WHT WHT FOR PRETREATMENT TANK N MOTOR PUMP RATINGS: SEE NOTE 11 y . 2 HA-180116 AN-1 100 Pretreatment (PP1200) 1 SEE NOTE 12 BY PREVIOUSLY APPROVED BY SCDH 314H P @ 11 5V SEE NOTE 11 >< CSR 6 LOOPS A 15.0 F.L.A. Assembly, Re-Circulation AN-1100 1211 3 HA-13005X I I ..'* =E CB2 M2 COMPACTED NATIVE FILL BLK BLK 245 Complete BLK 0- -------- RECIRC PUMP RATINGS: 49" �;- * -9 TYP 18 18 1+1 SEE 10 I PUMP C\j WHT 3/4HP @ 115V 07 MOTOR 15.0 F.L.A. r 082 15 095 PENETRATION HOLE *2 II ------UG 0 1 IT > 2" MIN SEE NOTES 7 8: 8 14115 i;il-- 1) All auxiliary plumbing,wiring, and installation methods must conform to C83 M3 z .4 1011.!. . I K T 1 10" MAX *1 i (4 LOCATIONS) -050___j__ r - R ii :�: . i all county,state. province, and local code. SLK -0 0- PUMP RATINGS: BLK BLK L/ MIXER BETWEEN BOTTOM OF SLAB PUMP 3/4HP @ 11 5V 2) All plumbing and connections to be plumbed with SCH 40 pipe or FROM DWELLING AND TOP OF ACCESS COVERS WHT ........... . ........... MOTOR 15.0 F.L.A. equivalent. INVERT IN PER PROPOSED PLAN TO j M Olt --A-Flex 3) All pipe and conduit penetritions to be sealed with Adopt fling Locations-- CA I "�'-3 Flange Width DRAINFIELD CB4 0 grommets that meet A5TM C 1644, M C) GRY F74 I COMP.RATINGS: Blower Controls Housing All Risers and Lids 024" p 0 COMP 12 4) All manufacturer electrical conneciions are terminated in NEMA rated i 1/4HP @ 115V 70 Sewage Inlet r--: WHT 0 Treated Effluent Outlet enclosures with NEMA rated cord grips. (NEMA 4X Min,) -------- MOTOR 8'0 PRECAST CONCRETE -0 _D3 (Gravity)5.4 F.L.A. M (Gravi For details pertaining to installation requirements, (iank assembly, PERFORATED MANHOLE 4 :: internal plumbing coniiiecfions,wiring etc) see HydroAction Installaflo n SEE NOTE Map Terms error NOTE:ALL MOTORS MUST HAVE Re rnap Manual, and additional System detoil prints. INTERNAL OVERLOAD 0 ,n HYDROACTION 10'0 PRECAST CONCRETE BLU wastewater treatment systems, contact HydroAction. SEE NOTE 5 6) Any additional questions pertaining to HydroAction AN series PRETREATMENT TANK PERFORATED MANHOLE SECTION Cn PROTECTION. > 89 VICINITY MAP 110.2 LR1-Q1 FElYWH WHT SEE NOTES 2 N.T.S. 80 104 HYDROACTION TREATMENT TANK PROJECT DATA -Q2 # Mi LR1 WHT BLU PINIMH AIN M2 70 111 11� GROUND SEE NOTE 5 UNDISTURBED GROUND 92 TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13 PINK. H 10 1 z Hydro-Action Specifications A SITE AREA................................. 111,848 SF(2.57 Acres) RECIRC RUNNING B.N _n Model AN-1150 COMPACTED NATIVE FILL, TYP BOTTOM OF EXCAVATION LRI-03 �ELIWH > Daily Treatment Capacity 1,100 Gallons � M3 SEE NOTE 6 (2 LOCATIONS) ZONING...................................... LB LIMITED BUSINESS 0 A 80 Total System Working Volume 3,108 Gallons SEE NOTES 3 4 ---------- : CURRENT USE........................... VACANT G MIXER RUNNING z Pretreatment WorkingVolume 1,144 Gallons PROPOSED USE......................... CONTRACTOR'S BUSINESS BLU MIT Pretreatment Aerobic Working Volume 1,381 Gallons PR POSED FOOTPRINT........... 22,020 SF LR1-Q4 Tank Clearifier Working Volume 583 Gallons LANDSCAPE/NATURAL AREA 44,945 SF 6:L; RED 0 INSTALLATION INSTRUCTIONS: 16 PLCINPUT n. Treatment Certification NSF 245 AS-1 PINK PAVEMENT/CONCRETE AREA 44,883 SF ATU Tank Supply Power Requirement I Phase 120VAC 60Hz 20AM 1. EXCAVATE SO THAT TOP OF THE 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE RUN 22 p RED AUD. Air Supply HiBlow HP-200/7.0 CFM BASES ARE 4.50' BELOW FINISHED GRADE. THE PERFORATED PRECAST CONCRETE MANHOLE BLN 6 0 ALARM Tank Material Fiberglass SECTIONS SHALL BE AS PREVIOUSLY APPROVED BY SCDHS, SCDPW OR NYSDOT FOR TRAFFIC ORG 8RN Clarifier Material Fiberglass BEARING STANDARDS. MUTE •HWA r Controls Housing Polyethylene 2. INSTALL 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE BASES. BTU 0 0 ',TEST aCLjC07,f Drawn by Scale �Sheet Material Weight Tolerances Unless Otherwise Specified Signature 0 lyo///,- ro. _ A 3. EXCAVATE 5.33' BELOW PROPOSED INVERT IN ELEVATION FOR BOTTOM OF PRETREATMENT SEP 2 9 2025 C, ALARM vp . 1:32 1 : 18 Assembly 2025 ±0.25"or 1 0 TANK, AND EXCAVATE 6.83' BELOW PROPOSED INVERT IN ELEVATION FOR BOTTOM OF LIGHT SOUTHOLD TOWN RED BLK RED TREATMENT TANK. PLANNING BOARD 4. FINISH GRADE NATIVE SOIL BELOW THE PROPOSED TANKS TO BE LEVEL ±1/4-INCH. ENABLE O_ 5. INSTALL PRETREATMENT AND TREATMENT TANKS ORIENTING THE PREDRILLED HOLES IN THE Bul F 4-1 YEL 11 CORRECT ORIENTATION AS SHOWN IN THE PLAN. 11 PLC INPUT DEDICATED 20 A,110 V POWER CABLE, 6. PLACE AND COMPACT NATIVE BACKFILL BETWEEN PRECAST CONCRETE MANHOLE BASE AND ROUTED IN 314"PVC (GFl PROTECTED)FROM BUILDINCONDUITG TO HS-20 EXISTING TANKS. BACKFILL SHALL BE PLACED IN 8-INCH MAXIMUM LIFTS AND MECHANICALLY OVERRIDE YELWH RATED JUNCTION BOX INCOMING SERVICE COMPACTED. CEASE THE PLACEMENT OF THE FILL 3-INCHES BELOW THE CROSSOVER PIPE. 12 PLC INPUT NEW 20 AMP. 7. REMOVE A 1-FOOT X 1-FOOT SQUARE HOLE AT THE BOTTOM OF THE 3-FOOT HIGH PERFORATED 8W CSR WRIPINK 14 PLC INPUT 1 POLE BREAKER REMOTE PLC CONTROL PANEL WITH UTILITY PRECAST CONCRETE MANHOLE AND SET THE HOLE DIRECTLY OVER THE INLET PIPE AND ON .......... HP80 COMPRESSOR MODEL HANDLE FOR EASY REMOVAL EC50-30-L-80-PLC AS MANUFACTURED OF SAFETY SCREEN REMOTE PLC CONTROL PANEL TOP OF THE 4-FOOT HIGH BASE. TIME DOSE 0 TAN 17 PLC INPUT BY OPS(OR APPROVED EQUAL) W1 HP80 COMPRESSOR 8. REMOVE 1-FOOT X 1-FOOT SQUARE HOLE WHERE THE CROSSOVER AND OUTLET PIPES WILL BE ONIED SHAPE FOR MAXIMUM EC50-30-L-100-PLC AS CIRCUIT LOAD STRENGTH MANUFACTURED BY OPS(OR 6 09/12/25 JR REV.PER TOWN COMMENTS DATED 9111/25 INSTALLED. HLU 0 - DEMAND REFER TO MANUFACTURER FOR BREAKER METER APPROVED EQUAL) INSTALLATION DETAILS HYDRO-ACTION PANEL 9. INSTALL ELECTRIC CONDUIT AND AIR LINES. 5 08129/25 JR MISCELLANEOUS REVISIONS TANPAIH CONTROL 4"MIN. 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS SPRAY 0 PLC INPUT PANEL SIZED TO FIT INSIDE 4 10.INSTALL INLET, OUTLET AND CROSSOVER PIPES. BACKFILL WITH NATIVE FILL IN 8" MAXIMUM FIRST 24"RISER A 'A MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. AN BE USED WITH OR SHALL BE TAKEN TO MINIMIZE TAMPING OVER SEWER LINES AS TO NOT DAMAGE THE REV.PER SCDPW&HEALTH DEPARTMENT WITHOUT SCREWS 2 05/01/25 JR COMMENTS W1 Ell W1 \>\,\>\,\ '>\1\7_* -A LIFTS TO TOP OF THE PRETREATMENT / TREATMENT TANKS AND HAND TAMP FILL. CAUTION 3 05/06/25 JR UNAFFECTED SHEET NOTES:FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM, '*�EX GROUND ROD A. 7= 0 25.08" DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL, GASKETED SEAL INTO AND OUT OF THE TANKS. NOTES: 4"THICK CONCRETE PAD REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-lbs. 1. BURIED ELECTRICAL POWER CONDUITS SHALL BEA MINIMUM OF 24 INCHES BELOW GRADE. LLf11TL_q_L_!9U3xD_Uj 11if-HE-ELP-37-t 11ANSTALL AND ROTATE TOPPING SLABS SO ACCESS HOLES ARE ALIGNED WITH THE ACCESS 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS FIELD WIRING MUST BE A MINIMUM OF 60°C COPPER WIRE. 2. ALL ELECTRICAL WORK TO BE PERFORMED IN ACCORDANCE WITH NEC. COVERS IN THE PRETREATMENT AND TREATMENT TANKS. NO. DATE BY DESCRIPTION OWTS CONTROL PANEL ONE LINE ELECTRICAL DIAGRAM ELECTRICAL ONE-LINE DIAGRAM DETAIL POLYLOK 20" SAFETY SCREEN PAD MOUNTED CONTROL PANEL 12.INSTALL PRECAST CONCRETE CHIMNEYS ON TOPPING SLAB WITH HEAVY DUTY CAST IRON N.T.S. POLYLOK 20"0 HOPE,PART NO 3009-SS N.T.S. REVISIONS (OR APPROVED EQUAL) FRAME AND COVERS TO GRADE. N.T.S. 11BACKFILL AND COMPACT THE OUTSIDE OF THE PERFORATED PRECAST CONCRETE MANHOLES TO PROPOSED GRADE WITH NATIVE BACKFILL. BACKFILL SHALL BE PLACED IN 8-INCH MAXIMUM LIFTS AND MECHANICALLY COMPACTED. %CONTRACTOR SHALL CONTACT WASTEWATER WORKS, INC. AT (631)-591-0818 TO ADDRESS NOTES: QUESTIONS OR PROVIDE ADDITIONAL INSTALLATION INSTRUCTIONS. 1. SEE SPECIAL NOTES ENTITLED "OWNER REQUIREMENTS FOR WATER MAINS AND APPURTENANCES" FOR ADDITIONAL INFORMATION ON THRUST RESTRAINT REQUIREMENTS. 2. THRUST RESTRAINT USING THRUST BLOCKS OR RESTRAINED LENGTHS ARE SHOWN ON THESE SHEETS. THRUST BLOCKS, RESTRAINED JOINTS USING TIE RODS, OR RETAINER GLANDS ARE ALL ACCEPTABLE METHODS TO NYSDOT. HOWEVER, THE THRUST RESTRAINT METHOD SELECTED SHALL BE APPROVED BY CUIVIL FENIGINEERIN107w, THE SYSTEM OWNER. PLUG&FERRULE 3. IF THE OWNER OF THE WATER SYSTEM REQUIRES A METHOD THAT RESTRAINS INDIVIDUAL JOINTS, EACH 664 BLUE POINT ROAD, UNIT 8 PLUG&FERRULE 12' JOINT THAT FALLS WITHIN THE MINIMUM RESTRAINED LENGTH, MEASURED FROM THE CENTER OF THE HOLTSVILLE3 NEW YORK 11742 12' GRADE FITTING, AS SHOWN ON THESE SHEETS SHALL BE RESTRAINED, AND SHALL WITHSTAND THE MAXIMUM MIN. CO HOUSING( ,000 PSI) PRESSURE APPLIED TO THE SYSTEM. (631] 961-0506 GRADE CONCRETE HOUSING 4. CLASS A CONCRETE SHALL NOT BE PLACED UNDER WATER. THE CONTRACTOR SHALL DEWATER THE WIDTH 000 PSI) APPROVED SEWER PIPE EXCAVATION OR PLACE TYPE G CONCRETE USING APPROPRIATE UNDERWATER PLACEMENT TECHNIQUES. www.KeyCivilEngineering.com APPROVED 5. CONCRETE FOR THRUST BLOCKS SHALL NOT BE ALLOWED TO COVER OR INTERFERE WITH JOINT OR SEWER PIPE 45*ELBOWS RESTRAINT HARDWARE. PLASTIC SHEETING OR BUILDING FELT MAY BE PLACED OVER PIPE OR FITTINGS HEIGHT PROJECT NAME TO PREVENT CONCRETE FROM ADHERING TO SURFACES. CONCRETE FOR THRUST BLOCKS SHALL BE 45*ELBOWS 60'WYE POURED AGAINST UNDISTURBED SOIL. 6. FOR BENDS, BEARING AREA SHALL BE PARALLEL TO THE EDGE OF THE FITTING AT THE FITTING MIDPOINT. PROPOSED F W 7. FOR TEES, BEARING AREA SHALL BE PERPENDICULAR TO THE BRANCH (SINGLE LEG) AXIS. A 8. FOR REDUCERS, BEARING AREA SHALL BE PERPENDICULAR TO THE FITTING AXIS. THE MINIMUM PLAN VIEW END VIEW C01041TRACTOR'S EBUSINESS ALTERNATE "A" ALTERNATE T" THICKNESSSMALLER ALONG THE FITTING AXIS SHALL BE 14" OR THE LENGTH BETWEEN THE BELLS, WHICHEVER IS . Oft NOTES: 9. THRUST RESTRAINTS FOR SIZES OVER 24 NIPS OR FOR FITTINGS NOT SHOWN ON THESE SHEETS WILL BE BUILDINGb 1. CLEANOUT(S)LOCATED IN TRAFFIC AREAS SHALL BE DESIGNED ON A CASE BY CASE BASIS, AND WILL BE SHOWN IN THE CONTRACT DOCUMENTS. MINIMUM RESTRAINED LENGTH OF PIPE (FT-IN) LR 705 COUNTY ROAD 48 PROVIDED WITH TRAFFIC BEARING FRAME AND COVER. 10. THRUST BLOCK SIZES AND MINIMUM RESTRAINED LENGTHS SHOWN ON THESE SHEETS ARE BASED FITTING 4 NIPS 6 NIPS 8 NPS 10 NPS 12 NPS 14 NIPS 16 NIPS 18 NIPS 20 NPS 24 NIPS 2. ALTERNATE"A"IS FOR BENDS,ALTERNATE'B'IS FOR USE UPON THE FOLLOWING STANDARD CONDITIONS: 11 1/40 BEND V-Y' 2'-0- 2'-6" 31-01. 3'-G" 4'-0" 4'-6" 5'-0' 5'-G" 6'-3" MATTITUCK, NY 11952 WITH BUILDING EXTENSION/CONNECTION. 1.5 - SAFETY FACTOR 31-61, 51-0. 51-6.. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 54 2'-6"" - DEPTH OF COVER 22 Y20 BEND V-3" 2'-0- 2'-6" 31-011 4'-V 4'-G" V-15" • 200 PSI - WATER SYSTEM TEST PRESSURE TYPICAL CLEAN-OUT DETAIL 14 PSI - SOIL BEARING CAPACITY 450 BEND 31-0.1 81-6.1 91 131-61,4'-0' 51-3-1 W-21" V-15" -61, 1 O�_611 111-611 DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 NOT TO SCALE 90 LB/CF - SOIL UNIT WEIGHT 900 BEND 7'-0" 91-91, 12'-6" 151-61, 181-01, 204" 23'-0" 25'-6-1 2111 32'-6" SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES,STANDARDS FOR I I. FOR INSTALLATIONS NOT MEETING THE CONDITIONS OF NOTE 10, THE CONTRACTOR SHALL SUBMIT DRAWING TITLE APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL CALCULATIONS TO THE ENGINEER FOR APPROVAL OF RESTRAINT LENGTH CHOSEN. DEAD END 8'-6" 1 12'-6- 1 164" 1 19'41 1 234" 1 261-01, 1 29'-6" 1 33'-0" 36-0" 424" HEAVY DUTY GRAY IRON(CL35)FRAME&SOLID COVER SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES,FIGURE 15, NOTE: PVC PIPE WILL TYPICALLY HAVE SLIGHTLY GREATER RESTRAINED LENGTH SETS BY EJ OR APPROVED EQUALS 12/29/17 12. TO DETERMINE REQUIRED SIZES FOR DIFFERENT CONDITIONS, MULTIPLY THE DIMENSION BY A NOTE- FOR POLYETHYLENE WRAPPED PIPE, MULTIPLY VALUES IN TABLE BY 1.45 MODEL No.:V1600-3 RG REV/GS CPH2 CV UND(LOCKING) FACTOR OF THE SPECIFIC VALUE DIVIDED BY THE STANDARD VALUE. COVED MANHOL PRECAST CONCRETE COLLAR EXAMPLE: FIND THRUST BLOCK DIMENSION FOR 12 NPS 450 BEND WITH 100 PSI TEST PRESSURE: SANITARY DETAILS TO BRING MANHOLE TO GRADE (-I*MIN CONCRETE TOP SLAB SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL TO SUPPORT PPORT H-20 FROM TABLE "450 BEND THRUST BLOCK DIMENSIONING", FINISHED GRADE AREA REQUIRED AT 200 PSI IS 4'-V X 2'-3" = 10.125 SF LOCKING COVER VEHICULAR LOADING(4,000 FOR 100 PSI, AREA = 10.125 X (1001200) = 5.06 SF HEAVY DUTY GRAY IRON(CL35)FRAME&SOLID PLAN VIEW TOP OF RINGS REFERS TO TH IS POINT ­\ PSI AT 28 DAYS) USE WIDTH = 3'-6", HEIGHT = V-V (AREA = 5.25 SF) (SEE SANITARY STRUCTURE SCHEDULE) mi DATE: 01/27/2025 COVERS SETS BY EJ OR APPROVED EQUALS UTLET PIPE FOR 19 CONCRETE COLLARS IF MODEL No.:V1600-3 RG REVIGS CPH2 CV LIND FINISHED GRADE INLET PIP SANITARY DISTRIBUTION HEAVY DUTY GRAY IRON(CL35)FRAME&SOLI D-\ 181� INSTALLED WITHIN PAVED N.T.S. PITC POOLS ONLY.PIPE COVERS SETS BY EJ OR APPROVED EQL)ALS SCALE: PITCHED AT AMIN.1/8"/FT k-20"--4 PITCHED AT A MIN. MODEL No.:V1600-3 RG REV/GS CPH2 CV LIND PENING MUST BE OVER (TYP.) SURFACE PRECAST CONCRETE RISER 1/8'/FT (LOCKING) OUTLET DROP TEE 4 12 MIN PROJECT NUMBER: 24216 24"-'. TOP OF RINGS REFERS TO THIS POINT /,6'MIN CONCRETE TOP SLAB TO 0 -20 VEHICULAR " P�r PRECAST CONCRETE RISER JR LY FINISHED GRADE (SEE SANITARY STRUCTURE SCHEDULE) SUPPORT H I-I ---AINALGRADE DRAWING BY: E LOADING X X 0 0 1=c,r-3 r-3 CURBBOX 20 -24 13 1=O�C:3 I= r"0 10"MIN CONCRETE TOP SLAB TO CHECKED BY: DIP TOP OF RING WITH ROD 1W i Z, 0 1=1 UJ rr.3 - SUPPORT H-20 VEHICULAR LOADING 3 0 C3 Uj 0- W X Uj z INLET P1 (4,000 PSI AT 28 DAYS) APPROVED BY: z 13 1= r W LU 0 MP X 6"ODR-18 PVC PIT 0 U IML > z -UI=3 =LQu�P>:F_ 5�� ALTERATION OR ADDITION TO THIS Z)C-) AT 1/4"1 FT MIN.SLOPE PITCHED E ,,--JOINT SEALANT TO BE V BUTYL 10-U�l SEAL & SIGNATURE: DOCUMENT EXCEPT BY A LICENSED 13 1=1 C3 9=11,-, "0 DR-18 PVC STEPS ARE TO BE COPOLYMER- RUBBER FOR ALL JOINTS PROFESSIONAL ENGINEER IS A POLYPROPYLENE COATED 1/2"STEEL ii 6 E-3 tm,-, PITCHED ,A E VV VIOLATION OF SECTION 7209, 13 0 C= [=- VIS�N 2.OF THE NEW YORK BARS AT 12 0 C. ROVIDE NON-SHRINKING --------- SUB-DIVISION I RISEAL CURB 5"- FIL07- STATE EDUCATION LAW MAST JOINT SEALANT LU STOP AND BOX 0 U) 3-0" UTLET PIPE MIN 4`0 DR-18 PVC PITCHED IPPLE DRAWING No: LU AT 1/4"/FT MIN.SLOPE - M OUTLET PIPE END Ul r-3'-O"MlN CONCRETE TO BE INIF ILLED T XISTING 6"0 PIPE 0 CREATE FORMED INVERT TO AT HIGHEST 2� ------ LEAST NOT ALED HIG j < U ONCRE THREE-QUARTERS OF THE TIEFORMED GROUNDWATER A. TO AT LEAST 3/4 OF 8" PIPE DIAMETER A14--7; WATER SERVICE PIPE %­ :: THE DIAMETER OF THE ACKFILL MATERIAL SHALL 6 UELLER MARK 11 ORISEAL EW CORPORATION VALVE WITH DRAIN MODEL 081115 4'0 C-4 PIPE(6-0) CLEAN SAND AND GRAVEL 0 PSI REINFORCED NOTE CONCRETE AT 28 DAYS TO WATER MAIN • H-1 0284 OR APPROVED EQUAL CIFE SECTION VIEW SUPPORT H-20 LOADING Know what's below. 6'MIN.PENETRATION INTO A VIRGIN STRATA OF SAND AND GRAVEL 6-0"0 NOTE 4'0 SANITARY MANHOLE WITH 4"MIN r DUCTILE IRON PIPE SHALL BE USED FOR WATER SERVICE LATERALS. Call before you dig. COVEDTORMED INVERT LEACHING POOL DETAIL PRIMARY TREATMENT TANK DETAIL WATER SERVICE INSTALLATION DETAIL 1-800-272-4480 (SCDHS STANDARD DETAILS) N.T.S. N.T.S. N.T.S. MARC PILOTTA, P.E. PAGE No: N.T.S. NEW YORK STATE PROFESSIONAL ENGINEER #081558 4 OF 11 YAKey Civil\Projects12024124216-Ron Kuoppala-.705 County Road 48._Maftituck\Drawings\Key Civil\24216--2025.09.12.SPP-6-TR-1,dwg PLANT SCHEDULE LANDSCAPE NOTES 1. THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING,FINISHED GRADING,SOIL PREPARATION,PERMANENT SEEDNG OR CODE OTY BOTANICAL COMMON NAME SIZE CONTAINER NATIVE MATURE HEIGHT MATURE WIDTH SODDING,PLANTING AND MULCHING INCLUDING ALL LABOR,MATERIALS,TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, LANDSCAPE COMPLIANCE CHART 15.THE FOLLOWING BEST MANAGEMENT PRACTICES ARE RECOMMENDED UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. IN ALL LANDSCAPED AREAS: ITEM SECTION PERMITTEDIREQUIRED PROPOSED COMPLIANCE r`' SITE aSHADE TREES 2. EXISTING VEGETATION SHALL BE RETAINED UNLESS SPECIFIED ELSEWHERE ON THIS PLAN.ARAF 13 ACER RUBRUM'AUTUMN FLAME'I AUTUMN FLAME MAPLE 2112.3"CAL. B+B YES 40.60' 30.50' a> 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN.A TREE PROTECTION ZONE SHALL BE ESTA3LISHED AT THE GTIS 6 GLEDITSIA TRIACANTHOS INERMIS'SKYCOLE'TM I SKYLINE THORNLESS HONEY 2112.3"CAL. B+B YES 40.60' 10.40' DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE,WHICHEVER IS GREATER.LOCAL STANDARDS MA'f REQUIRE THAT I. REQUIRE THE USE OF NATIVE, DROUGHT TOLERANT PLANTS IN TOTAL LENGTH ALONG COUNTY '1 p NSW 4 pl9S9,6$YLVATICA'WILDFIRE'1 BLACK GUM 2112.3"CAL. B+B YES 30.50' 20.30' A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. LANDSCAPING. TREES SHALL BE PLANTED G INTERVALS OF 30 ROAD 48(EXCLUDING DRIVEWAY): ' FEET TO 40 FEET DEPENDING ON THE SPECIES, 267.60 L.F. ,<�• ��, 4. AT NO TIME SHALL MACHINERY,DEBRIS,FALLEN TREES OR OTHER MATERIALS BE PLACED,STOCKPILED OR LEFT STANDING IN THE TREE PRO-ECTION ZONE. STREET TREES 161-44 AND THE TREES SHALL BE LOCATED FIVE FEET 267.60 L.F./40=6.7 OR 7 TREES COMPLIES ?. EVERGREEN TREES 5. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE"AMERICAN STANDARD FOR NURSERY STOCK". It. REQUIRE ONLY THE USE OF ORGANIC FERTILIZERS WHERE THE OUTSIDE THE RIGHT-OF-WAY ON PRIVATE EXISTING TREES SUPPLEMENTED E E JUNIPERUS VIRGINIANA 1 EASTERN RED CEDAR 6.7' B+B YES 30-65' 8.2g' 6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES(6")ABOVE THE NATURAL GRADE FOR TREES WATER-SOLUBLE NITROGEN I5 NO MORE THAN 20%OF THE TOTAL PROPERTY. WITH 4 NSW(MORE THAN 7 UP TO AND INCLUDING A FOUR INCH(4")CALIPER SIZE. NITROGEN IN THE MIXTURE. TOTAL) t> PR 26 PINUS RIGIDA I PITCH PINE 6•?' B+B YES 10.15' 6-8' 7. CONTRACTOR SHALL PROVIDE A SIX INCH(6")THICK MINIMUM LAYER OF TOPSOIL,OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT,IN ALL PLANTING 4$ " TOE 21 THUJA OCCIDENTALIS'EMERALD'1 EMERALD ARBORVITAE 6-7' B+B YES 10.15' 6 8' AREAS.TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. III. REQUIRE A MAXIMUM OF 1 LB.OF NITROGEN PER 1000 SQUARE FEET LANDSCAPE 280 ATTACHMENT 4 35%OF (111,848 SF 40.29n 44,945 SF) COMPLIES 8. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY,THE PROPOSED LANDSCAPE,AS SHOWN ON THE APPROVED LANDSCAPE PLAN,MUST BE IN ANY ONE APPLICATION,WITH A CUMULATIVE APPLICATION OF NO AREA ORNAMENTAL TREES INSTALLED,INSPECTED AND APPROVED BY THE APPROVING AGENCY.THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN MORE THAN 2 LBS. PER 1,000 SQUARE FEET PER YEAR. LANDSCAPING,TREES AND PLANTS REQUIRED BY •' N . THIS REGARD AS FOLLOWS. THE PLANTING OF TREES,SHRUBS,VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: "r" 48 CFW 4 CORN US FLORIDA'WHITE'1 WHITE FLOWERING DOGWOOD 21I2-3"CAL. B+B YES 20 25' 15.25' THESE REGULATIONS SHALL BE PLANTED IN A ' IV. PROHIBIT THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING GROWING CONDITION ACCORDING TO ACCEPTED � 1tvV 8.a.PLANTS: MARCH 15 TO DECEMBER 15 NITROGEN, PHOSPHORUS,OR POTASSIUM BETWEEN NOVEMBER 1ST HORTICULTURAL PRACTICES,AND THEY SHALL BE EVERGREEN SHRUBS 8.b.LAWN: MARCH 15 TO JUNE 15 OR SEPT.1 TO DECEMBER 1 IGC 55 ILEX GLABRA'COMPACTA'I COMPACT INKBERRY 24-30" 5 GAL. YES 3.4' 4.6' 8.c.TREES OCTOBER 1 TO DECEMBER 1 AND MARCH 1 TO MAY 31 AND APRIL 1ST. MAINTAINED A A HEALTHY GROWING CONDITION. ANY LANDSCAPING,TREES AND PLANTS WHICH SEE NOTE 12 OF THE JHBH 18 JUNIPERUS HORIZONTALIS'BAR HARBOR`/BAR HARBOR CREEPING JUNIPER 15.18"SPRD. 3 GAL. YES 9.12" 6.8' 280-92-A COMPLIES KL 6 KALMIA LATIFOLIA 1 MOUNTAIN LAUREL 24-30" 5 GAL. YES 5.15, 5.15, PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUMCIPAUTY'S V. THE USE OF PHOSPHOROUS-CONTAINING LAWN FERTILIZER IS ARE IN A CONDITION THAT DOES NOT FULFILL THE "LANDSCAPE NOTES". DISCRETION.CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST INTENT OF THESE REGULATIONS SHALL BE REPLACED BY THE PROPERTY OWNER DURING 9. THERE SHALL BE NO PLANT SUBSTITUTIONS UNLESS AUTHORIZED BY LANDSCAPE ARCHITECT AND/OR STAFF OF THE LOCAL MUNICIPALITY. SHOWS THAT THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. DECIDUOUS SHRUBS 10. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE FERTILIZER LABELS HAVE THREE BOLD NUMBERS.THE NUMBER IN THE THE NEXT PLANTING SEASON FOR THE CAH 10 CLETHRA ALNIFOLIA'HUMMINGBIRD'I HUMMINGBIRD SUMMERSWEET 15-18" 3 GAL. YES 3-6' 3 6' AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY MIDDLE IS THE PERCENTAGE OF PHOSPHORUS IN THE PRODUCT, E.G. PARTICULAR PLANT MATERIAL. CSF 19 CORNUS SERICEA'FARROW'l ARCTIC FIRE RED TWIG DOGWOOD 24-30" 3 GAL. YES 4.6' 3.4' SATURATED.WATERING SHALL CONTINUE ROUTINELY AT LEAST UNTIL PLANTS ARE ESTABLISHED. 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE MIDDLE OR LOWER IS ALL LANDSCAPING,TREES AND PLANTING MP 11 MYRICA PENSYLVANICA 1 NORTHERN BAYBERRY 30-36" B+B YES 5-10• 5-10, 11. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE(1)YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE NOT RESTRICTED.PRODUCTS WITH A NUMBER HIGHER THAN 0.67 MAY APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT 10% OF THE VALUE OF THE LANDSCAPE ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST MATERIAL ADJACENT TO PARKING AREAS, ALL VEGETATION ADJACENT TO (. ( ) '' .�� Map data C2024 Terms Report a map error INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND INDICATES IT IS NECESSARY. GENERAL 280-92-C LOADING AREAS OR DRIVEWAYS SHALL BE PARKING AREAS AND DRIVEWAYS COMPLIES ORNAMENTAL GRASSES PROPERLY PROTECTED FROM VEHICULAR ARE PROTECTED BY CURBS. PV 13 PANICUM VIRGATUM I SWITCH GRASS 24-30" 2 GAL. YES 2.4' 2.T APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. REQUIREMENTS SSLB 26 SCHIZACHYRIUM SCOPARIUM I LITTLE BLUESTEM 15.18" 1 GAL. YES 1.5.2' 1.1.5' 12. LANDSCAPING,TREES AND PLANTS REQUIRED BY THE REGULATIONS WITHIN THE TOWN OF SOUTHOLD ORDINANCE SHALL BE PLANTED IN A GROWING DAMAGE BY BARRIERS,CURBS OR OTHER MEANS. VICINITY MAP CONDITION ACCORDING TO ACCEPTED HORTICULTURAL PRACTICES,AND THEY SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION.ANY TO THE EXTENT POSSIBLE,EXISTING TREES, N.T.S. LANDSCAPING,TREES AND PLANTS WHICH ARE IN A CONDITION THAT DOES NOT FULFILL THE INTENT OF THESE REGULATIONS SHALL BE REPLACED BY THE VEGETATION AND UNIQUE SITE FEATURES.SUCH EXISTING VEGETATION IS PERENNIALS PROPERTY OWNER DURING THE NEXT PLANTING SEASON FOR THE PARTICULAR PLANT MATERIAL. AS STONE WALLS,SHALL BE RETAINED AND PROTECTED BY MEANS OF A PROJECT DATA BA 14 BAPTISIA AUSTRALIS/BLUE FALSE INDIGO 15-18" 2 GAL. YES 3-4' 3.4' 13. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE 280-92-D PROTECTED.EXISTING HEALTHY,MATURE TREES, TREE PROTECTION FENCE AS COMPLIES MATERIAL.UTILITY COMPANIES SHALL BE CONTACTED THREE(3)DAYS PRIOR TO THE BEGINNING OF WORK. IF PROPERLY LOCATED,SHALL BE FULLY SHOWN ON THE PLAN. TAX MAP NUMBER..................... Dist.1000•Sect.113,Block 12,Lot 13 GROUND COVERS 14. CONTRACTOR SHALL ENSURE THAT THE PROPOSED TREES ARE NOT PLANTED ON TOP OF UNDERGROUND PIPES AND ACHIEVE MAXIMUM SEPARATION CREDITED AGAINST THE REQUIREMENTS OF CPE 105 CAREX PENSYLVANICA 1 PENNSYLVANIA SEDGE 6-12" 1 GAL. YES .5-1' 1-2' POSSIBLE. THESE REGULATIONS. ( ) RAGL 56 RHUS AROMATICA'GRO-LOW'l GRO-LOW FRAGRANT SUMAC 15-18" 2 GAL. YES 2.T 6.8' A.................................. 1 48 SF BUSINESS Acres IN CASES WHERE THE EDGE OF THE PAVEMENT ZONING....................................... LB LIMITED BUSINESS WITHIN A PUBLIC RIGHT-OF-WAY DOES NOT SEE NOTE ON PLAN STATING CURRENT USE........................... VACANT 280-92-F COINCIDE WITH THE FRONT LOT LINE,THE THAT SEEDED LAWN AREA SHALL COMPLIES \ PROPERTY OWNER SHALL LANDSCAPE THE AREA EXTEND TO THE CURBLINE OF PROPOSED USE......................... CONTRACTOR'S BUSINESS NO PHYSICAL POSSESION BETWEEN THE FRONT LOT LINE AND THE EDGE OF COUNTY RD.48. JAMES ZONE:R-80 RESIDENCE LOCATIONS FOR PROPOSED THE STREET PAVEMENT. PROPOSED FOOTPRINT........... 22,020 SF LAND NOW OR FORMERLY OF ZONE:R-80 RESIDENCE \ \ H. JACOBS JR. do SHARON M. JACOBS USF,:RESIDENCE USE:RESIDENCE S.C.T.M. 1000-113-12-10.2 \ EVERGREEN TREES WITHIN \ LANDSCAPE/NATURAL AREA... 44,945 SF SINGLE FAMILY RESIDENCE IN ALL NONRESIDENTIAL DISTRICTS,THERE SHALL THE NORTHERN AND EASTERN LANDSCAPE STRIP IN FRONT LAND NOW OR FORMERLY OF BE A LANDSCAPED STRIP IN THE FRONT YARD FAVEMENT(CONCRETE AREA... 44,883 SF 3 PR 1 PR 1 PR VEGETATED AREAS ARE FRONT YARD IS WAND THOMAS R. TALBOT AREA;THE STRIP SHALL BE 25'.THERE SHALL BE S.C.T.M. 1000-113-12-10.3 1 JV 1 JV 1 JV 5 JV 3 JV SHOWN SCHEMATICALLY AND LANDSCAPED 280-93-B BUILDINGS/PARKING LOTS HAVE COMPLIES SINGLE FAMILY RESIDENCE 2)12 " 9 " N 87016'40"E 300.00' SHALL BE FIELD LOCATED BY AREA ALSO BE A LANDSCAPED AREA 5'WIDE ABUTTING GREATER THAN 5'OF LANDSCAPE ® _ ® THE FRONT OF THE BUILDING IN ALL NON - - - - 6 �� LANDSCAPE CONTRACTOR RESIDENTIAL DISTRICTS. AREA. „ WITH THE INTENT TO FILL IN $ "( / 1 " 6 0811 1 PR r THE GAPS OF THE EXISTING \ A BUFFER AREA SHALL BE REQUIRED ALONG ALL 46 OF EXISTING WOODED 01 { 12 BUFFER AND TO CREATE A BOUNDARIES OF A NONRESIDENTIAL LOT „ 6 � 0 ., BUFFER AREA TO REMAIN ALONG \ 0] �' „ 0$ ] „ 6 „ YEAR ROUND SCREEN. 280-94-B(3) ABUTTING ANY LOT IN A RESIDENTIAL DISTRICT. THE NORTHERN BOUNDARY. COMPLIES „ :,'....:. "% „ „ - SUCH BUFFER AREA SHALL COMPLY WITH AT 01 010 �'``'v� , ] � „�' �ri/ 09 01. "..6 '' rai, � ® 1 PR STANDARDS: SUPPLEMENTED WITH mm $ 0 = 10 0 01 (3) j' LEAST THE FOLLOWING Pr11NIPv1U(4 (JV PR;U SEP 2 9 2025 E LIMITED BUSINESS DISTRICT:20 FEET 1 PR ` 11 1 " 1 ARAF 010 110 T ANY DISTRICT OTHER THAN A RESIDENTIAL SOUTHOLD TOWN „ 9 // 2 ARAF „ 10 011 " +, � „ 12 JHBH �•? 25.6'OF EXISTING WOODED PLANNING BOARD 9 IGC 1 1 9 \ DISTRICT ADJOINING LAND OWNED OR 05 •,, 280 94 ( ) BUFFER AREA TO REMAIN ALONG �l� w A B 6 MAINTAINED BY NEW YORK STATE,SUFFOLK COMPLIES W F'`• " W •w N \ THE EASTERN BOUNDARY.AREA ' ® %' Q COUNTY OR SOUTHOLD TOWN WITH CURRENT OR SUPPLEMENTED WITH JV/PR. 9 Y W / 47 CPE 58 CPE 1 CFW ( ) POTENTIAL USE AS PARKLAND:25 FEET. \ 6 JHBH -� 1 CFW 11 TOE 3 KL \ ` W 10 TOE 0 3 K _\ 6 RAGL �" ® 3 FIR THE BUFFER AREA SHALL BE OF EVERGREEN PLANTING OF SUCH TYPE,HEIGHT,SPACING AND TRANSITION ARRANGEMENT AS,IN THE JUDGMENT OF THE EXISTING VEGETATION LOCATED PLANNING BOARD,WILL EFFECTIVELY SCREEN ALONG EASTERN PROPERTY LINE 1 GTIS "%�""'%�" \ BUFFER AREA """ "' THE ACTIVITY ON THE LOT FROM THE SUPPLEMENTED WITH I - i 6 RAGL rzss% =4r \ NEIGHBORING RESIDENTIAL AREA.AS A MINIMUM, EVERGREEN TREES(JV/PR)AT 3 JV 280-94-C COMPLIES "'• ,,. w �`? THE PLANTING SHALL CONSIST OF A DOUBLE ROW 6-T TALL. AREAS DEVOID OF \ 6 RAGL OF TREES SIX FEET IN HEIGHT PLANTED AT EXISTING VEGETATION INCLUDE ROW AT 10 INTERVALS OF 10 FEET ON CENTER A DOUBLE STAGGER NONEVERGREEN PLANTING MAY BE INCLUDED TO FEET ON CENTER. 6 09112/25 JR REV.PER TOWN COMMENTS DATED 9/11/25 SUPPLEMENT EVERGREEN PLANTING,BUT NOT TO 5 CSF " „'• ,. ;,. '',', TAKE ITS PLACE. 5 08/29/25 JR MISCELLANEOUS REVISIONS 1 GTIS RAFr 11 EXISTING VEGETATION 6 RAGL 9 \ WHERE THE EXISTING TOPOGRAPHY AND/OR IN 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS 2A LANDSCAPING PROVIDES ADEQUATE SCREENING, SURROUNDING SITE TO REM 1 ARAF 1 \ AND ACT AS THE(REQUIRED A :✓� .++�"� "`I. 280-94-E THE PLANNING BOARD MAY ACCEPT THE EXISTING COMPLIES 3 05/06/25 JR UNAFFECTED SHEET /, TRANSITION BUFFER AREA ".: ✓""''> $ 0 PLANTING ANDIOR BUFFER AREA AS THE w 2 05I01125 JR REV.PER SCDPW&HEALTH DEPARTMENT ram"` ` " 1 PR REQUIRED PLANTING. COMMENTS 41GC 91GC v� Y� / NORTHERN BOUNDARIES. - ALL USES REQUIRED TO PROVIDE 20 OR MORE 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS ], 10 SF x 60 PARKING SPACES-600 y OFF-STREET PARKING SPACES SHALL HAVE AT SQUARE FEET OF INTERIOR SF OF INTERIOR LANDSCAPE NO. DATE BY DESCRIPTION LANDSCAPING WITHIN THE PAVED PORTION OF AREA REQUIRED 1 1124 SF TOTAL PROVIDED REVISIONS i THE PARKING AREA FOR EACH PARKING SPACE AND AT LEAST ONE TREE WITH ATWO-INCH 60 PARKING SPACES/10=6 1 _ FOR EVERY 10 PARKING SPACES OR PROPOSED R / 280 95-A OF.EACH SEPARATE TREES AT 2"CAL.REQUIRED COMPLIES R POSED 1-STORY (GTIS)AT 21/2"CAL.PROVIDED ® ,'>: LANDSCAPED AREA SHALL CONTAIN A MINIMUM 6 BUILDING `• 1 PR v„ CONTRACTOR'S `, � , 3 JV \ OF 100 SQUARE FEET,SHALL HAVE A MINIMUM EACH SEPARATE LANDSCAPE 1 GTIS �;;;,,,; s ' ;,,;;;;r;, W ;✓:. DIMENSION OF AT LEAST EIGHT FEET,SHALL BE j... /� BUSINESS u 6 RAGL /';' t;` ., c.. ..?E„ 11,010 SF_ r " \ AREA AT LEAST 100 SF IN AREA PLANTED WITH GRASS OR SHRUBS AND SHALL 4 IGC ;;;; ;,; ;; 6 RAGL L � W'' .I „ ®� INCLUDE AT LEAST ONE TREE OF NOT LESS THANAND CONTAINS GROUNDCOVER \ 5 CSF ` x rr, 1 GTIS .ram' '. ..' TWO-INCH CALIPER. � / I AND A TREE C LANDSCAPED AREAS ARE AT LEAST 4 WIDE ' ` v LL PERIMETER LANDSCAPE � � y � W w, A LANDSCAPED AREA SHALL BE PROVIDED ALONG r ,J ME • o O' ' .�, PROPOSED 1-STORY "r� �'�' � �� W� BUILDING PARKING AREA THE PERIMETER OF ANY PARKING AREA EXCEPT .y ,..,rk' 1 .. \ ROW OF IGC/CSF PLANTED CONTRACTOR'S ; :',::' � `®/ �;' " W '' THAT PORTION OF THE PARKING AREA WHICH ��4 BLUE POINT R®Q®� UNIT IS 3 PR ALONG THE WEST PARKING LOT 2 ARAF PROVIDES ACCESS TO A STREET OR PARKING \ 51GC / BUSINESS 1 010 SF y,% 2JV FACILITY ON AN ADJACENT LOT.THE LANDSCAPED AREA,LAWN AND EXISTING& H O LT S LL E NEW PORK 11742 a / \I ,, 1 PR 9IGC z' 2ARAFj, r PROPOSED TREES TO THE EAST (631) 961-050�] +'"" .' 280 95 B AREA SHALL HAVE A MINIMUM DIMENSION OF COMPLIES W W W I V I need COIT1 PARKING LOT AREA FOUR FEET,SHALL BE PLANTED WITH GRASS OR .Ke�/�'r� "IEngi Ong. SHRUBS AND SHALL INCLUDE AT LEAST ONE TREE 499 LF OF PERIMETER 140'=12.5 W OF NOT LESS THAN TWO-INCH CALIPER FOR OR 13 TREES REQUIRED E EVERY 40 FEET ALONG THE PERIMETER OF THE W 3(ARAF)AT 21/2"CAL. 6A, PROJECT NAME v: PARKING AREA. PROVIDED AT 40'0 C ALONG PROPOSED NO PHYSICAL POSSESION LAND NOW OR FORMERLY OF 9' 3SSLB Y` W 1 :\ GULLY REALY, LLC D IN \ S.C.T.M. 000-113-12-12 ZONE.PROTECTED VACANTE , ` HONEY LOCUST, OAK OR OTHER(SIMILAR PARK NG LOTS OARE E " � �„ 280-95-C OWIN A TING IN HARDY COMPLIES 3 SSLB Ip 2JV FAST •GR G,HARDY VARIETIES OR EXISTING FAST-GROWING,G TREES WHERE APPROPRIATELY LOCATED. VARIETIES. ZONE:LB LIMITED BUSINESS USE:VACANT y W 5 IGC „si"s' �{.� W 1 GTIS a;;,,,� ,"' S.C.T.M. 1000-113_12-14 \ 705 COUNTY ROAD 48 y W '°tee '� �� 3SSLB - LAND NOW OR FORMERLY OF 6 RAGL TOWN of So \ 5IGC "- 1 GTIS ;; ;;;';, 5IC� �� W W 01 VACANT 01D MATTITUCK, NY 11952 \ 3 CSF , u ,;;,,; sy:i'zs:� ' 1 SSLB 1 \ 6RAGL - � ""-W- CAS TOWN OF SOUTHOLD, COUNTY OF SUFFOLK - .. .." W W y ,r IRRIGATION NOTES 1 ARAF W 1 PR DIST.:1000, SECT.. 113, BLOCK: 12, LOT: 13 4 RAGL ® 4 RAGL -00 1 JV THIS IRRIGATION PLAN IS A TEMPORARY (FIRST-YEAR) SYSTEM DESIGNED TO ESTABLISH NEW TREES AND PLANTINGS. ALL -� 3 SSLB 1 ARAF 5 CAH > ' NATURAL BUFFER AREAS ARE EXCLUDED FROM IRRIGATION. DRAWING TITLE �. �. W W W 012�. PROP.SEEDED 0 \-�I ®' ` 1 SSLB w W W W W W W }$ LAWN AREA(TYP.) \ EQUIPMENT & STANDARDS PROP.MULCH W ,��", W 5 PR W W W W W G \ - CONTROLLER: HUNTER PRO-HC 24 (SMART SCHEDULING, ET, RAIN SKIP) \ BEDLINE(TYP.) 1 CFW 11 0 7 JV W W W J „ %o - RAIN SENSOR: HUNTER RAIN-CLIK/MINI-CLIK LANDSCAPE PLAN \ PROP.TREE PROTECTION W W W f W W W W W 13 PV" 0$ `,, ,® � - TURF: HUNTER PGP ROTORS (5 HEADS/ZONE) FENCE(TYP.) W W W W W W W W W W w it, PRIVACY SCREENING: NETAFIM TECHLINE CV DRIPLINE W W WY W W W N, W W W W W W 3 PR - BACKFLOW PROTECTION: RPZ OR DCVA (PER CODE) 7 BA "-�. .� W W W W �. �. W W W _ ,W,, -�� '? , - TEMPORARY SYSTEM REMOVED AFTER 1 YEAR DATE: 01/27/2025 3SSLB 3 SSLB 7BA W' - 3CSF L W W J• W 6,/ y 1 CFW " "; 3SSLB s '� '� y '•• '"r%'� °�'" ZONING & SCHEDULE (DRY MONTHS) \ ,�' � SCALE' 1' 30' 6 ' 3 CSF W W L/ 4i , l. I '� �e i \ 3SSLB `� " ., •' ;W �� ' '" I _:..,' _ „ �, 4NSW ZONEAREA/METHODHARDWARERUNTIMEFR£OUENCYIPRIVACY SCREENINGNETAFlM DRIPUNEI.5 HR3x/WEEK2PRIVACY SCREENINGN£TAFlM DRIPUNEI.S PROJECT NUMBER: 24216 W W W W W W W J W W W W HR3x/WEEK3LAWNHUNTER PGP ROTORS (5 HEADS)45 MIN3x/WEEK4LAWNHUNTER PGP ROTORS (5 HEADS)45 MIN3x/WE£KWATER USAGE (50% REDUCTION 5'WIDE FILL EASEMENT I „ u �� � W W W W �. �. W W W W W W �. �. W W •. FAVOR OF COUNTY OF SUFFOLK 06 6„ $ °0 6 0 W w y y y W W y W W APPLIED) DRAWING BY: JR _ 528.64' 0 PRIVACY SCREENING -- NETAFIM DRIP (ZONES 1-2) _ _ _ _ _ _ _ - LENGTH: 1,500 FT TOTAL CHECKED BY: DP _' 87'16'40' 30 0' - WEEKLY: 2,025 GALLONS yy yy yV W W 19L - W W EOF� - - MONTHLY: 8,100 GALLONS APPROVED BY: MP _.,.-..___-._...�._.-_e LAWN -- HUNTER PGP ROTORS (ZONES 3-4) •� - 5 HEADS/ZONE, -2.0 GPM/HEAD ALTERATION OR ADDITION TO THIS attttt>�5'' I DOCUMENT EXCEPT BY A LICENSED PROP.LAWN TO EXTEND TO - WEEKLY: w 1,350 GALLONS PROFESSIONAL ENGINEER IS A - MONTHLY: N 5,400 GALLONS EXIST.CURBLINE ALONG - Q� NE W Y VIOLATION OF SECTION 7209, Know what's below. _. "" COMBINED TOTALS `�j G PiLOrT 'Q,� COUNTY RD.48(TYP.) {) Call before you dig. SUB-DIVISION 2,OF THE NEW YORK .r ®�D .��L - WEEKLY: Fv 3,375 GALLONS '9 STATE EDUCATION LAW 1-800-272-4480 c� DRAWING No: GRAPHIC SCALE NOT ;� �ALED�� 30 0 115 30 60 120 NQR cs oz 4CC>T v- , Rom 48) 08,E C-5 P �AROfiE 5`O� ( IN FEET ) 1 inch = 30 ft. MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 5 OF 11 YAKey CivAProjectsk2024124216,_Ron Kuoppala._705 County Road 48._MattituchDrawingslKey CiviQ4216._2025.09.12_SPP-6-.TR-1.dwg d�J L1..,• e oll SITEOI�� . Z3 48 NA j•Utlt rii wy� NC•T0 i 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE NOTES: FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 3. solL AMENDMENTS:°MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE 1. THOROUGHLY SOAK THE GROUND COVER ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY BARK(UP TO 30%BY VOLUME)OR GYPSUM THROUGHOUT THE FOLLOWING TWO SUMMERS. SEEDING SPECIFICAATT y'"`S °MODIFY EXTREMELY SANDY SOILS(MORE THAN 850%SAND)BY ADDING ORGANIC MATTER AND/OR 2. SOIL AMENDMENTS: 1.PRIOR TO SEEDING,MIX TOP 5"LAYER OF TOPSOIL WITH FERTILIZER AND LIME. 10-30-30 FERTILIZER DRY,SHREDDED CLAY LOAM UP TO 30%OF THE TOTAL MIX SHALT.BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 S,F. LIME SHALL BE *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY VOLUME)OR GYPSUM APPLIED IN ACCORDANCE WITH THE FOLLOWING CHART: f AVOID PURCHASING TREES WITH 'MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY LOAM UP TO 30%OF THE TOTAL MIX sotL TEXTURETONS/ACRE LBS/1,000 S.F. TWO LEADERS REMOVE ONE AT 3. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE-EMERGENT PER MANUFACTURER'S SPECIFICATIONS PLANTING:OTHERWISE,DO NOT CLAY,CLAY LOAM,AND HIGH ORGANIC SOIL 3 135 PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL SANDY LOAM,LOAM,SILT LOAM 2 90 �•� •��`: Map data C2024 Terms Report a map error LOAMY SAND,SAND 1 45 CORRECTIONS ABOVE APPLICATION RATES FOR FERTILIZER AND LIME ARE STANDARD RATES AND SHALL BE ADJUSTED VICINITY MAP SET ROOT BALL FLUSH TO GRADE OR SPACING"D" ROW"A" BASED ON SITE SPECIFIC SOIL.TESTS. DO NOT STAKE OR WRAP TRUNK SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS SPACING CHART 2.TOPSOIL SHAL BE TILLED,FINE GRADED,AND RAKED FREE OF ALL DEBRIS LARGER THAN 1"IN DIAMETER, N.T.S. L 3"DOUBLE SHREDDED ALL LAWN AREAS SHALL BE SLOPED TO DRAIN OR PER THE APPROVED GRADING PLAN. HARDWOOD MULCH(DO NOT NOT TO SCALE 6"O.C. 5.20" PROJECT DATA PLACE MULCH IN CONTACT CUT BANDS OF WIRE BASKET AND 3.CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND IMPLEMENT AS REQUIRED PRIOR WITH TREE TRUNK) FOLD AWAY FROM TOP OF ROOT TO APPLICATION OF SEED. BALL 8"O.C. 6.93" HOLE SHALL BE 2 1/2 TIMES THE 4. 10'V(.:,n.,IC,f TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13 _._ WIDTH OF THE ROOT BALL 4"BUILT-UP EARTH SAUCER 10"O.C, 8.66" SEED MIXTURE LBS ACRE LBS/1,000 S.F. SITE AREA.................................. 111,848 SF(2.57 Acres) FINE FESCUE(BLEND) OPTIMAL PLANTING DATES ROPES AT TOP OF BALL ZONE 5B&6A=3/15-5/31 ZONING,...................................... LB LIMITED BUSINESS SHALL BE CUT AND BACKFILL SOIL REMOVED. FOLD BACK °1 PART SOIL AMENDMENT 130 3.0 - TOP 1/3 OF BURLAP. ALL :!-•�!m!� 'r •^ -• (BASED ON SOIL TEST) 12 O.C. 10.40 ESCU ONE 6B— E !; I 11.. : ••:` t':'«"'", I::;i,{.r::. °3 PARTS NATIVE TOPSOIL D D Q " " CHEWINGS FESCUE Z — 3/1 4/30 NON-BIODEGRADABLE •••••• STRONG CREEPING RED F E 8/15 10/15 CURB NT USE........................... VACANT MAl ERIAL SHALL BE .r. ;;,°"r••• 15 O.0 13.00 KFNTUCKY BLUEGRASS 45 0.1 ZONE 7A&7B=2/1-4/30 ("t - ".'. "=';' 8/15-10/30 PROPOSED USE......................... CONTRACTOR'S BUSINESS REMOVED. .:;;:'L: ;; ....... 4-6"DEEPER THAN ROOT BALL D PERENNIAL RYEGRASS 20 0.5 *WHITE CLOVER s 0.1 PROPOSED FOOTPRINT........... 22,020 SF 18"O.C. 15.60„ UNDISTURBED SUBGRADE " .. TAMP SOIL SOLIDLY AROUND BASE MAINTENANCE LEVEL OF ROOT BALL 24"O.C. 2O.SO" (B)FREQUENT MOWING(4-7 DAYS),OCCASIONAL FERTILIZATION,LIME AND WEED CONTROL LANDSCAPE/NATURAL AREA... 44,945 SF DIG WIDE,SHALLOW HOLE WITH SET ROOT BALL ON FIRM PAD IN (C)PERIODIC MOWING(7-14 DAYS),OCCASIONAL FERTILIZATION AND LIME TAPERED SIDES BOTTOM OF HOLE PLANTED ON CENTER(SEE SPACING CHART) (D)INFREQUENT OR NO MOWING,FERTILIZATION AND LIME THE FIRST YEAR OF ESTABLISHMENT PAVEMENT/CONCRETE AREA... 44,683 SF REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 30"O.C. 26.00 *WHITE CLOVER CAN BE REMOVED WHEN USED TO ESTABLISH LAWNS EVE RGIRE:EIN TREE PLANTING DETAIL. S.SEED SHALL BE APPLIED IN TWO DIRECTIONS AT RIGHT ANGLES TO EACH OTHER, ONCE APPLIED,FIRM THE SOIL WITH A CORRUGATED LAWN ROLLER TO PROMOTE SEED-TOPSOIL CONTACT. NOT TO SCALE 36"O.C. 30.00' 6.APPLY UNROTTED SMALL GRAIN STRAW,HAY FREE OF SEEDS,OR SALT HAY TO ALL SEEDED AREAS AT THE RATE OF 1 1/2-2 TONS PER ACRE OR 70-90 POUNDS PER 1,000 S.F. SPREAD MULCH SO THAT APPROXIMATELY 85%OF THE SOIL SURFACE IS COVERED. ANCHORING OF MULCH SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE 2"DOUBLE SHREDDED ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS:PEG AND TWINE,MULCH NETTING,CRIMPER,OR LIQUID MULCH-BINDER. f(V= D HARDWOOD MULCH(DO NOT 7.IRRIGATE NEWLY SEEDED AREAS WITH A MINIMUM OF 1/4 INCH OF WATER TWICE A DAY(NOT DURING PLACE MULCH AGAINST THE PERIODS OF INTENSE SUN)UNTIL VEGETATION IS WELL ESTABLISHED.BASE OF THE PLANT) SETp" 2 9 2025 SOUTHOLD TOWN GENTLY PULL ROOTS AWAY FROM PLANNING BOARD TOPSOIL MASS WITH FINGERS 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE ?! t'' •"''I.'. -'I i -'--- !' '•'' BACKFILL SOIL OUTER LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE �-,T^�3:'' .'•�;•' '; M' �. €"`''� i'•"-' 1. CONTAINER : � •. °1 PART SOIL AMENDMENT 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE _ I + ,.' �� "' _ ,.' "' (BASED ON SOIL TEST) FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. WJ, 3. SOIL AMENDMENTS: ::. 3,�.;:::.. ' •."�•• ,;1 .•'• •"'•'• •!• '• °3 PARTS NATIVE TOPSOIL 'MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY VOLUME)OR GYPSUM i i- ° ADDING ORGANIC MATTER AND/OR MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADD 0 E - -�,;- T; ...:.L...,:.:.,1,.....':......::... :..:.! :...... ! UNDISTURBED SUBGRADE DRY,SHREDDED CLAY LOAM UP TO 30%OF THE TOTAL MIX AVOID PURCHASING TREES WITH TWO LEADERS OR REMOVE ONE AT PLANTING:OTHERWISE,DO NOT PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL GROUND COVER/PERE NN IAL/ANNUAL PLANTING DETAIL 6 09/12/25 JR REV.PER TOWN COMMENTS DATED 9/11/25 CORRECTIONS DO NOT STAKE OR WRAP TRUNK SET ROOT BALL FLUSH TO GRADE OR N.T.S. 5 08!29/25 JR MISCELLANEOUS REVISIONS SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS HOLE SHALL BE 2 1/2 TIMES THE WIDTH OF THE ROOT BALL CUT BANDS OF WIRE BASKET AND 3"DOUBLE SHREDDED FOLD AWAY FROM TOP OF ROOT 5 5 JR UNAFFECTED SHEET HARDWOOD MULCH(DO NOT BALL REV.PER SGDPW&HEALTH DEPARTMENT 2 05/01/25 JR PLACE MULCH IN CONTACT COMMENTS WITH TREE TRUNK) 4"BUILT-UP EARTH SAUCER 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS ROPES AT TOP OF BALL BACKFILL SOIL SHALL BE CUT AND REMOVED. FOLD BACK 1 PART SOIL AMENDMENT DATE BY DESCRIPTION ' (BASED ON SOIL TEST) TOP 1 3 OF BURLAP. ALL ' '«'•�` t•••'•'' II., NON-BIODEGRADABLE "'-`:"'�" "'`� � ••.•• Ei °3 PARTS NATIVE TOPSOIL• MATERIAL SHALL BE `` '��� �K' •'' :�' 1 i- REVISIONS REMOVED. ::::!.. * 4-6"DEEPER THAN ROOT BALL .., +.—:� �:'::::W...r', .... .. NOTES: .-;: TAMP SOIL SOLIDLY AROUND BASE UNDISTURBED SUBGRADE 1. FOR CONTAINER-GROWN SHRUBS,USE FINGERS OR SMALL HAND TOOL TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF ROOT BALL DIG WIDE,SHALLOW HOLE WITH SET ROOT BALL ON FIRM PAD IN OF THE CONTAINER. -- , TAPERED SIDES BOTTOM OF HOLE 2. THOROUGHLY SOAK THE SHRUB ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 3. SOIL AMENDMENTS: '�" DECIDUOUS TREE PLANTING I I€I DETAIL AIt *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY VOLUME)OR GYPSUM . ,, ' ,% ,,, NOT TO SCALE *MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY LOAM UP TO 30%OF THE TOTAL MIX I 8"TO 12" CIVIL � 664 BLUE POINT ROAD, UNIT B HOLTSVILLE, NEW YORK 11742 (631) 951-0506 TOP OF SHRUB ROOT BALL SHALL BE SET www.KeyCivilEngineering.COrt'1 ROPES AT TOP OF BALL SHALL BE CUT AND FLUSH WITH FINISHED GRADE REMOVED. FOLD BACK TOP 1/3 OF BURLAP. PROJECT NAME ALL NON-BIODEGRADABLE MATERIAL SHALL BE REMOVED. 3"DOUBLE SHREDDED HARDWOOD MULCH(DO NOT PLACE MULCH AGAINST PROPOSED TREE PROTECTION ZONE/DRIPLINE THE BASE OF THE PLANT) CONTRUACTOR'S BUSINESS .... • • • ••...,••h••+. PLANTING HOLE SHALL BE 12"TO —=�' :;-.�,: -." :'• . '� . '' • ' `••. '• • ;:.: `•:.... ••. .:.-j _:-- I 18"DEEP. FOR LARGER SHRUB I I ; t _ CONTAINER-GROWN PLANT WITH ti ROOTS PULLED OUT OF BALL BUILDINGS ROOT BALLS,MAKE DEPTH MIN.4" :<' �, I • DEEPER THAN BALL. 1 705 CO ... .. :1: .. .. LINTY ROAD 4•�• 8 -µl :.... . K BACKFILL SOIL =l MATTIT •i '•t :;j- _ °1 PART SOIL AMENDMENT UC , NY 5 .; ;..- A L.....:: ........ L...._.::: L.......1 ::!........ f i (BASED ON SOIL TEST) SOUTHOLD, COUNTY OF SUFFOLK BALLED AND BURLAPPED PLANT � °°'--� ''- ' -- TOWN OF ...1......-... I is (.. :,:.....:I.......... :.. °3 PARTS NATIVE TOPSOIL DIST. 1000, SECT: 113, BLOCK: 12, LOT: 13.1 4'TALL FLUORESCENT SOIL SURFACE ROUGHENED TO UNDISTURBED SUBGRADE DRAWING TITLE ORANGE HIGH-DENSITY AREA WITHIN TREE CONSTRUCTION FENCE OR PROTECTION ZONE TO REMAIN BIND WITH BACKFILL SOIL. REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 APPROVED EQUAL UNDISTURBED DURING CONSTRUCTION 6'LONGWOOD OR STEEL DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL LAINUSCAPE DETAILS FENCE POSTS. POSTS SHALL BE SPACED HORIZONTALLY 8' N.T.S. ON CENTER MAXIMUM. s<,>< .,,.,,..ht,>ir,ri.R„iS..':>5:,,ii..Yi.e..•.Y<.. �3✓-"'% ,M.•�'..•"K£S'=5 y��; 'j", DATE: 01/27/2025 i�:�r.r.,{ ',:`'rht'%'•5 �.:':i'., ik'-5„y%':i>wrR%'%„^.y;,i3i`.;,^,r ,�„'.,.`,e.'�: AREA OF SITE , r.",y." :,^ ':.t,;.;�M, .`:i..5..'."9,., y,,.i, ..,Shy ,>,..�M,:;- •.';i`C.,,,N';i'`> AREA OF SITE SCALE: Wr, w �. _ 4' N.T.S. CONSTRUCTION ;;... ,;.tCz�'r..' �':si„">^^":'".,,;'��:,.:,.� ','S,; "' �,:<L;��:".;,M',"". CONSTRUCTION PROJECT NUMBER: 24216 DRAWING BY: JR 2' CHECKED BY: DP REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 APPROVED BY: MP TREE PROTECTION FENCE DETAIL, NOT TO SCALE SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED Q� NE LV Y PROFESSIONAL E IS A VIOLATION OF SECTIONCTION 7209, FILOrr�'9'� SUB-DIVISION 2,OF THE NEW YORK STATE EDUCATION LAW co DRAWING No: <xY * t11 P1 \ W `• '. ..,, r«. NOT '{{['Y+ ALED (yam Know what's below. �pROFE Call before you dig. 1-800-272-4480 4 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 6 OF 11 Y:\Key Civil\Projects\2024124216_Ron Kuoppala-705 County Road 48_Mattituck\Drawings\Key Civi1124216_2025.09.12_SPP-6 TR-1.dwg i , m�w Z. SITE LIGHTING NOTES . = .;. LUMINAIRE SCHEDULE 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. m19, a -P oxz CALCULATION SUMMARY 2. NO REVISIONS,ALTERNATES,OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR STT1bFIXTURE FIXTURE MANUFACTURER I FIXTURE QESCRIPTION/ MOUNTING COLOR LUMENS TOTAL ARRANGEMENT TOTAL WRITTEN APPROVAL FROM THE ENGINEER. Et��_ SYP.160L QUANTITY LABEL ARRANGEMENT COUNT MOUNTING TYPE HEIGHT LLF TEMPERATURE PER FIX. LUMENS WATTS WATTS LABEL CALC TYPE I UNITS AVG MAX MIN I AVG/MIN I MAX/MIN 3. ILLUMINATION LEVELS SHOWN IN FOOT-CANDLES. PARKING LOT ILLUMINANCE Fc 0.41 3.20 0.00 N/A NIA 4. ILLUMINATION LEVELS ON THIS PLAN HAVE BEEN CALCULATED FOR PROPOSED SITE AREA LIGHTS ONLY.ACTUAL13 ` COOPER/XTORIB-Y/TYPE III-SHORT-FULL ILLUMINATION LEVELS IN THE FIELD MAY DIFFER FROM THOSE DEPICTED ON THE PLAN DUE TO INTERFERENCE 19 A SINGLE 1 CUTOFF/CROSSTOUR WALL MOUNT/BUILDING 15'-0" 0.900 3000 K 1,327 25,213 12 228.0 FROM EXISTINGIAMBIENT LIGHTING WHOSE ILLUMINATION LEVELS ARE NOT REFLECTED ON THIS PLAN. 5. LIGHT CIRCUITRY PLAN PREPARED BY OTHERS. 6. ILLUMINATION LEVELS SHOWN ON THIS PLAN WERE CALCULATED USING AG132 PHOTOMETRIC SOFTWARE. - /48 7. NOTE:ALL LIGHTING TO BE SET ON PHOTOCELL SENOR TIMERS,WHERE LIGHTS WILL BE TURNED ON HOUR AFTER -un � DUSK UNTIL 10 PM. H , I I SITE LIGHTING COMPLIANCE TABLE TOWN Of SOUTHOLD CODE-SECTION 172-5 PERMITTEDIREQUIRED PROVIDED MAXIMUM MOUNTING HEIGHT 35'-0" 15'-0" 10;000 LUMENS/ACRE x 2.57 R - Map data©2024 Terms Report a map error MAXIMUM LUMENS FOR COMMERCIAL USE ACRES=25.700 LUMENS COMPLIES(25,213 LUMENS) MAXIMUM fc 5 fc 3.10 fc VICINITY MAPN.T.S. \ 1j. + \ MAXIMUM LUMINANCE AT PROPERTY LINE 0.05 fc!0.1 fc COMPLIES(0.00 fc) b.n t.o b.n b.G b.\) b.n e.o t.n t.o b.G b.o b.n t.n b.o b.o .ONO e}{}S '0OSSE510N b.o b.o c.o t.o b.o t.n b.o b.o t.o ?,.o b.G b.;7 t.o b.o o. o o t.o b.o b.o o o.o b.o b.o b.o RESIDENTIAUNON-RESIDENTIAL PROJECT DATA 'S, T M` 10 0 G' R-80 RESIDENCE \ ( ) LAND NOW OR FORMERLY OF LONE: ZONE:R-80 RESIDENCE JAMES H. JACOBS JR. Qe S SE:RESIDENCE \ + + a + N M• dACOBS+ + ,; t t \ TAX MAP NUMBER..................... Dist,1000.Sect.113,Block 12,Lot 13 S RESI' NC ', ', , 00";1 , , , + , \ ' , + 0. .J" P .0 L.0 L.0 0.) C. 0.') C. G. 0.0 C.0 0.0 C.0 0.' INGLE AMILY REStDENCE.2 ) '7 L.G G.0 G.0 L.0 G.o G.0 G.G O.0 0.;) 0.0 G.0 0.0 0.0 u.0 J.0 U.0 0.0 O.D 0.0 G.0 0.0 t.') G.0 LAND NOW OR FORMERLY OF SITE AREA.................................. 111,848 SF(2.57 Acres) o.o '. S R.TALE0T . .n +G..G n.o o.o +C.o ,o.n o ,a.o G.o o.o '.0 t.I) o.0 G.o b.o b.') o b..0 t.o b.o o C.G b.G b.G b.o '). o.o b.n 'to. G b.o . ZONING....................................... LB LIMITED BUSINESSOTHA S.C.r.M. 1000-113-12-10,3 SINGLE FAMILY RESIDENCE 2)12 " 9 " N 870 16'40" F., _ _ 300.00' CURRENT USE........................... VACANT b.n 0.0 O.D �! }�.• �. �. ! t.;) O.o t.o 0,o 0.0 t.0 0.0 t.0 t.0 C..o c-o G.o G.o n G.o t.0 t " t9 t.n b.o b.n b.o „ t.0 t.o b.o b.o t.o e.o t.o b.G b.o b.G b.o 1).1) o.o t.o .,) t,o t).o b.o 5.o PROPOSED USE......................... CONTRACTOR'S BUSINESS $ 11 7 1, $ 6 1/ i • , ♦ � a � 6 n r.o !1 o t.o t.o b.o ').o b.o t.o ?\.G b.o b.o PROPOSED FOOTPRINT........... 22,020SF Q 7 0$ LANDSCAPEINATURAL AREA... 44,945 SF 7 " + b.o t.o b.n b.o b. 0.0 t.o 07 n t.o t,n bb „t,o t,o t,U t,o •, t.o t.0 b.o b. 9 .o b.o 'aG ' 2" b.o b.;) T).;) t).oQ{7.t) ?J.o G.o ).o b.o t0.o A b.o b.o b.o ?c.o b.0 b.o t., b.o t•.o PAVEMENT/CONCRETE AREA... 44,883SF 8 ,0 t + 1010 0 711 09, o.o C..G b.n t.o t.0 ''•;1 t.o b.o C.G t.o t.o b.o t.n t.Qjlt,Jo t.n t.o b.o b.n 0.o b.o G.o t.0 b.o *G o.o O.f) ').o o.o b.o ') „ b.o 0.G 0.,) t 7 16,t) t.o t.0 1).o b.o t.o t.o t.o t.o 12 'Q oil " 7 „ „ l� 7` ,1 9 t'.0 t.') t.0 t.0 0.�60.0 07.0 t.o ') i/ b.t7 t.n t.0 '.SLR" t.� t.0 '(?.D 'i10 0.' b.0 b.1) .0� 0., �i.0 0.0 ) 0 !).0 t.t) ?J.0 �'`".j';�� ?J.0 b.0 tJ.O t.0 �'ap t.0 0.0 t).0 t.0 b.0 b.0 �\.0 t.0 9 " � b.9 0.0 t.0 t.0 t.,` 0 lb. b1 0 0 b.0 t.0 t.o t,0 0.0 t.0 b.0 t.9 t.o t.0 t.0 t.0 t.0 b.0 1".1) 1).0 t,d-'--4.O t.o 0.0 0 0.0 tu.0 0. G i).0 t).0 0811 t.n t.0 O.n o 06 t.o b.o b.o c.n t.o b.o i).n b.o b.o G.n \t.n t.o `b -��� i�"c.l\ t. .o ti�t.o ?'.t�-?J�t t.) t.o t.,) ?).;) ?J.o b.o t.;) 1).1) b.o b.G b.G t.n SEP 2 9 2025 1 0 @/ t.G b,n 0.0 t.o t b.0 t. b.I) o. G 9 /t.0 ').1) '.0 G'.o U ) 0. 2 b.t 'C'.o 0 o T' o b.1 0..3 `. :3 b, u.o ?J.o t.o b.n ').) b.o b.o b.n b.o t.o b.n SOUTHOLD TOWN \ PLANNING BOARD r r� + , S to t t t t . t.n D.n 0.0 'b.n 0.0 L`.0 ..n `'®)/ t.n C.n 0 b. .0 t . ' 1,9 7 G.5 0, b ') O.0 (i � t.0 .��. .9 J.8 0.:3 J.1 `.0 u.0 G.� 0.0 0.0 0.0 t.!) t.0 b.0 O.0 0.0 ', , ' Sa r \ + A It I , ♦ c.o o_o G.n t.o t.a 9" b.n t. t.t L.1 L n i.F 0.2 0.1 t.' b.n tu.o .o b.o t.o b.o t,o t.o t.o o t.o 06/1 G.0 t. t.) a 1 t.2 t.F G.e b,9 t.9 t.7 /� 3 t. t.. c.l t.t b.G t.n t b.o 1).o t.o ?J.o 0.0 t.o :)., t.o /y 611 \ U,0 +C.0 'L'.0 0.0 C.0 '.n L. .t t.3 i.n t'. y 0.9 t.7 i.9 U t.5 0.5 G.:' t.I 'J 11.0 9i�I) ;.0 0.D 0.o t.0 tL0 tJ.O F).0 \ 1).0 A ,y+ \ ,, , , r a ,may` ♦ ti ! s+N�" f .. U.0 G.0 0.0 C•.0 0.0 i C L G.t ).2 t.e i.3 �.7 :.'? t•.7 i•.'� , t.2 0.0 14� (�) 0.0 0.0 t.0 0.0 b.D J.0 i.0 t , A .,, A ' ' g t.0 t.o t.0 b-0 0 t.o 0.1 i t.:3i.z 1\ G.s # .1 t.'. t.2 :.o t.0 b. b.o t.n t.o t.o t.o b.o b.o b.!) 6 09/12/25 JR REV.PER TOWN COMMENTS DATED9/11/25 A / .', 1 5 08/29/25 JR MISCELLANEOUS REVISIONS 7 ( } G.n 0.0 (l.o t.0 0.0�- '.0 L�.1 1;.2 t.9 i.] .. .d 1.0 i. ... 0.9 'L'•.5 i).:3 C.1 0 (i.'7 "'P;.O '.0 'G.0 t.0 t.0 0.0 t.o t.0 \ .0 r 7C 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS G.n n.o n.o e.o G.o t.��'. t.t G.2 r t t\ A i. i.t b Chi, t.t c.o b.) 7 ® b.o b.n t.o t.o b.o t.o t G 3 05/06/25 JR UNAFFECTED SHEET 1 2 05/01/25 JR REV.PER SCDPW&HEALTH DEPARTMENT A A b.o t.o b.n t.o b.o b.o e. t b.9 i.n �,,.•+"' '.� 'h-' �,r*� `.'.4 4.1 n b.o t.n '.o t.o t.0 t.0 b.0 J.n PR RY y. COMMENTS ♦ t , m �A•, t t t t 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS PROPOSED 1-STORY 614 L.J C.0 t.0 G.0 t.0 J C. \,2 U.9 t.6 :.: ... .. i.2 t. 0.9 L.. C S '.5 0.'? b... i '0.1 0.0 t.) t J 0. �,.0 O.o J.0 u.0 u.0 ) BUILDING ONTRACTCR' \ NO. DATE BY DESCRIPTION /� BUSINESS \ \ 1".0 t.o t.n t,n +G.o +G, '., t.\ bit t.4 1.1 t, L c.:3 t.z t.l t.,, 11,010SF b.H o.9 b.t t.o b.o t. 07� t.0 t.a b.t) b.o t.o b. r� A - A ..�- ® REVISIONS o.n c•.o t.o b.n t.o t.o ` .0 9 1.1 t'.1 ,,. A t.t ) t.o ; n - .000 A t.r3 i o b. I ij t , t.o t.o tt' o b.o t. t.;) t.o t.o i PROPOSED 1-STORY ♦ 2 , 0-.0 U.0 t.D 0.0 0.0 'L'•. G b 0.7 t.S ' 0. !' G.7 .... .. 1.9 0.5 0.2 0. C.D t.0 0 0. t.0 0.t) 0.0 0.0 0.0 .0 ... - i BUILDING \� r fi CONTRACTOR'S r c.o G.n L.o u.o G.7 t.o t.0 1% 3 L.7 BUSINESS L.3 G.9 1).) 0'.9 t.z 0 t.o t.o t.o t.o t.o ,).o 1).o t.0 ).� ♦ '1". ♦ + a *G'. O r , , L.0 L.) L.n L.J L.J L.G � `h',.: � ,. �,:..:: i , � q .,.... ,, , - ', ', ', , 1 •; t ? t S \ 0�7 t.2 L., .... � .. Q. L ...- ., � 0.9 L.b (:.9 �L L. L.J �;.�.0 L.0 u.0 J.t) J.0 t.0 u.0 b.0 c.o 10.0 b.o 0.1) G.; 101.; b.t t.2 t.e '•-2 ). �,r► b.t b.i �,► A . t., t.o II.I) 0. 1).o t.o t.o t.o b.o t.o �''m���9 VIL L11 IT 8 0.0 b.0 0.0 0.0 b.0 �7.0 �' 0 t.0 0.3 b. U.5 :., i,.2 0.5 t 2 0 c. L 1 n 0 L 0 1j.0 J 0 0 '0.0 0 ?J NO PHYSICAL POSSESION LAND NOW OR FORMERLY OF A 0.0 O.n b.n t.0 t O LL�.n b.o t.o b.o t c b. u. b.s i.z W 1 t.z t.5 • ` �' , TS LEa N ORK 111 42 POINT ROAD, \ G41S,l�.Y R � b 0 H O L S.C.T,N ' 1000 VACANTI3-12-12 L L.2 n ?J.o ZO�? :P O�I'EGIfD U 0 \ ` Y 1 - t.0 b.0 b.0 t.0 0.0 0.0 G.,) 0 ' '' - ' t' , c S + 1hIW1N. �V� n eri g com + KeyC' 'IEngi a 'n �) `• � 5B b.o n n b.1 b.o b. �.o t.J ;,. b.o b.o t.n o.o t.0 t.o ZONE:A LIMITED suslNEss ® � PROJECT NAME USE:V-AC V,, ' G.0 G.o 0.0 G.0 G.0 G G.1 3 G.6 G'.? 'C.0 G.G U.0\ ` n y*� G.2 0.5 t:.0 %.0 .n C.0 C.n C 1 .0 t.G t.0 G.n U. C.0 U.0 .n L'.0 0.3�C.T.�1,,.n1009-413-4''2�14 \ LAND NOW OR FORMERLY OF �q _ Q j� TOWN of sotmloLo \ PROPOSED\ 0.0 b.0 0.0 b.0 0.0 0.0 b.� 0. t.0 b.1 2 t.2 b.' b.0 b.0 0.0 b.0 b.0 �f J �' 0.2 0.3 0.2 0.0 ii. 0. 0.0 0.0 0\v t.0 0.0 t.0 `.0 O.G 0.0 0.', t.0 0.0 ?J.0 V -uN 0.0 O.G -� + �1 b.o t.o b.n b.n c.o G.o ''.n c.o C.0 c.1 o b.o G.. b.n b.n ffi1'e.1 b.1 t.i t.n b.0 b.o t.n t.o t.o t. o.o tG.o b.o b.o b.o b.o b.o b.o b.o b.o t.0 b.0 U.0 0.0 0.0 b.0 u t '? 0.0 .0 t. �``�-"--r_„'_a"�C•.0 t'.•y'N0 0.') 0.'1� .n t �i� q.0 0.0 0.0 b.0 b 0 0.0 1_0 0.0 '.0 0.0 t.0 j� 0.0 t0.0 �yQOf/ 0 0.0 0.0 t.0 0.0 0.0 BUILDINGS \ 705 COUNTY ROAD 48 G.o G.o G.n G.G b.n b.n t.o b.o b.o G.o b.n b.o b.o b.0 c.n �'.n b.n an b.n b.o b.n b.o b.o b.o b.o b.o o 11' t.o t.n t.o t.o o.o b.G t.o b.o t.o ®�.o b.o t.o b.o tu.o MATTITUCK, NY 11952 \\ , , *G'. 10. t t Q �p TOWN OF SOUTHOLD, COUNTY OF SUFFOLK b.n b.o c.n b.o n.n b.o G n U.n t..1 C.0 b.o b.• c'.0 b.o !'J,'. G.n b.o b.n t.o b.0 �.o t.o b.o o J.0 o 'U.o u.o t.n 0.0 0.o u.G b. o.G o.o .G b.o t.o t.o b.n '.o i; DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 is b.0 c.o b.n b.0 b.n b.o b. t. o.o b.') '..0 t.0 t.o b.n b.o t.0 b.- b.0 bHn O.0 a.o y)3110.0 b.o t.0 G.0 t.0 t.0 t.o t.o b.o 0.0 b.0 t.0 11.0 o.o 0.o t.0 11.0 t.0 t.0 DRAWING TITLE 6 1f -- 15 ,10 T \ b.o b.o b.o t.o b.o b.n b.n b.o G.o b.n b.o t.o b.0 b.n t.0 b.n G.o +G.o o G b.o b.o b.o b.n b.n 0.0 u.o t.G b.o t.o 0.o to.n t.o 0.o b.0 b.G b.o t.0 t. t.0 t.o t.a t.o \ It + it ` SITE LIGHTING PLAN \ 0.0 U.n G.O *0.n o.n C.0 ' G G.n L'.n c.n G.O lb.0 09.6, "L�n U.n n.n G.n U'•O G.G C'.G G.G 0('p G.n G.n G.n tu.n J.G t.O G.n to. G.O G.G tu.G U.G G.G G.O +O G.0 G.O G.O to. 5'WIDE FILL EASEMENT IN „ „ 7 0 LFAVOR�P COUNTY OF•"s)UFFOLK �61 n� 6 }. t : t t t C.. t.0 b.• 0.• b.0 t. U 0 G '.0 t.0 t. t•.0 0.0 '.n b.n 0.0 t.0 (.0 G.0 O.n 0.0 0.0 t.0 0.0 0.0 O.o 0.0 u.G b.0 0.0 J. 0.0 'J.0 O.n 0.0 t.0 528.64' - - - - - - 1, n n -b . '.�...% ..%.a,. a. t ?, DATE:�. �- .:�. ` w..�. . . t .'_ 01/27/2025 w w w w - s 87°16'40" w W_LL w w w 300.00' W w EIEJfi - SCALE: 1" = 30' ', n i) ..J 0.0 'L'.0 t.• ''.0 C. b.0 0.0 �.. ?` ? ?J.0 t.0 0,0 O.0 u.0 ♦ ♦ ♦ , a a� +., , ♦ a , , a a ♦ t a PROJECT NUMBER: 24216 ♦ , + , ♦ , a a , , a C.0 C.0 C.0 .0 G '� G.• U.0 C.0 U.n •.0 ''.0 C.0 G.0 C.0 G.0 .n C.. �.0 C. G)..0 C.0 G.G G.0 G.0 G.0 0.0 O.0 O.G U.0 0.0 0.0 0.0 O.0 J.0 0.0 0.0 0.0 O.u" O.�i 0.0 J.n DRAWING BY: JR b.o b.o n n G.o b.o b.0 b. G.0 0.0 0.0 G.o G.o b.o b.o :;U.o b.n t.0 b.o t.o to.o t.o t.o t.o t.a b.o 0.o t.o b.o t.o t.0 b.0 t.n to.o to.o t.o 1.0 b.o +U.o b.0 b.n 0.G b.n b.n b.o +C.0 C.o b.o b.o +G.n b.0 0.0 0.0 0.0 t.n b.n T �O VEL LANE CHECKED BY: DP . #..: ---- ...._._..........._..........._....._..........-_..........----------------------------------------------- -- ----- --- -.....---._...... APPROVED BY: M P ALTERATION OR ADDITION TO THIS ' .. ' 'v �- .:,y4" f I"dORTH ROE�L? SEAL&SIGNATURE: DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER VIOLATION OF SECTION 7209, �►? LR. C® R�C.1JJ �'?'O� O V S A SUB-DIVISION 2,OF THE NEW IYORK KEVv now what's belOW. � � }' Call before you dig. 1-800-272-4480 ��P�G PiLOT 'p* STATE EDUCATION LAW coG DRAWING No: w NOT 'I. t IALED so 0 15 GRAPHIC SCALE Ito 081 30 60 8 C-7 °PE �� ( IN FEET ) 1 inch = 30 ft. MARL PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 7 OF 11 Y.1Key CivilTrojects4202M24216._Ron Kuoppala.J05 County Road 48._Mattituck0rawingslKey CIv124216._2025.09.12._SPP-6--TR-t.dwg y 10 SITE �0* a 48°ram,; ° \ SOIL EROSION & SEDIMENT CONTROL NOTES: \ NO PHYSICAL FORMEPOSSERLY ZONE:R-80 RESIDENCE \ \ LAND NOW OR FORMERLY OF \ ZONE:R-80 RESIDENCE JAMES H• JACOBS JR. do SHARON M. JACOBS USE:RESIDENCE \USE:RESIDENCE S.C.T.M. 1000-113-12-10.2 1. REFER TO SITE PLAN(SHEET C 1)FOR ADDITIONAL NOTES. SINGLE FAMILY RESIDENCE \ LAND NOW OR FORMERLY OF 2. THE STORMWATER POLLUTION PREVENTION PRACTICES PROPOSED HEREON HAVE BEEN IDENTIFIED AS THE T. 10 - TALBOT 13-12 MINIMUM RECOMMENDED PRACTICES. ADDITIONAL STORMWATER MANAGEMENT FACILITIES OR PRACTICES S.SINGL 1000-i RESIDENCE 10.3 300.00' / SHALL BE INSTALLED TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND PREVENT THE INCIDENTAL SINGLE FAMILY RESIDENCE 2)12 " 9 " N$7°1640"E " `� 7._ DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. CONTRACTOR TO NOTIFY IN WRITING AND 6 " CONSULT WITH THE ENGINEER OF RECORD IF ADDITIONAL MEASURES ARE REQUIRED OR IF THERE IS EVIDENCE 1 $ " } 07 " $ " 0 6 �` INDICATING POTENTIAL OR REALIZED IMPACTS ON WATER QUALITY DUE TO ANY STORMWATER DISCHARGE 07 0 6 " r, \ \ ASSOCIATED WITH CONSTRUCTION ACTIVITIES. Map data©2024 Terms Report a map error O 7 „ 0811 6 "0 012 4 7 „ „ 7 " •---- � '��� 06 " 3. NOTHING IN THIS STORMWATER POLLUTION PREVENTION PLAN'S DRAWINGS OR ANY ASSOCIATED REPORTS VICINITY MAP 0 -- `0 010 -' Q 0711 7 , 09 (3 '\ 01211 ® RELIEVES THE CONTRACTOR OR OWNER/OPERATOR FROM OBTAINING ANY OTHER PERMITS REQUIRED BY LAW N.T.S. OR COMPLIANCE WITH TAKING ALL REASONABLE STEPS TO MINIMIZE OR PREVENT ANY DISCHARGE IN rr /'�- 11 " 7 " ��\. 01011 710 T' VIOLATION OF NYS DEC OR WHICH HAS A REASONABLE LIKELIHOOD OF ADVERSELY AFFECTING HUMAN HEALTH OR THE ENVIRONMENT. a6 „ 0711 12 ' oil " " `P \ PROJECT DATA 11 08 '1 � \ 4. CONTRACTOR SHALL BE FAMILIAR WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13 APPROXIMATE LOCATION OF 09 42 i- 43 o AND SEDIMENT CONTROL('BLUE BOOK")DATED NOVEMBER 2016,ANY REPORTS PREPARED SPECIFICALLY FOR SITE AREA.................................. 111,848 SF(2.57 Acres) MATERIAL OR SOIL STOCKPILE 06 " - J ® "r, THIS PROJECT, AND THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL ® , CONSERVATION FOR STORMWATER DISCHARGE. ZONING....................................... LB LIMITED BUSINESS PROPOSED INLET _ 4 CURRENT USE........................... VACANT PROTECTION(TYP.) / O 5. EROSION CONTROL MEASURES TO PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM / lI EXITING THE SITE SHALL,AT A MINIMUM,CONFORM TO THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION PROPOSED USE......................... CONTRACTOR'S BUSINESS /^ \ CONSTR CTIE CATION CF AND\\ RECORD.SEDIMENT CONTROL UNLESS ADDITIONAL MEASURES ARE NOTED OR REQUIRED BY THE ENGINEER OF PROPOSED FOOTPRINT........... 22,020 SF \ ? LANDSCAPE/NATURAL AREA... 44,945 SF 6. IT SHALL NOT BE A DEFENSE FOR A CONTRACTOR OR AN OWNER/OPERATOR IN AN ENFORCEMENT ACTION THAT PAVEMENT/CONCRETE AREA... 44,883 SF / 1 IT WOULD HAVE BEEN NECESSARY TO HALT OR REDUCE THE CONSTRUCTION ACTIVITY IN ORDER TO MAINTAIN COMPLIANCE WITH THE NYS DEC STORMWATER DISCHARGE REQUIREMENTS OR IMPLEMENT EROSION AND r, ...., SEDIMENT CONTROL PRACTICES. I AS IDENTIFIED DURING SITE INSPECTIONS IN ORDER T- CONTRACTOR 0 0 0 MAINTAIN EFFECTIVENESS OF CONTROL s 6 " MEASURES. ,y 7. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES SHALL BE DEEMED INCLUDED Lr� HD „/"' .+/"'"� ;! , IN THE PRICE BID FOR THE SITE WORK. v 'f �� 8. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK SHALL BE DONE AS INDICATED IN THE SEP 2 9 2025 CONSTRUCTION SEQUENCE. SOUTHOLD TOWN vJ f \ PLANNING BOARD r � u; 710 9. INSTALLATION OF EROSION CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS. Y .�.: -� r -'p 10. CONTRACTOR SHALL INSPECT THE EROSION AND SEDIMENT CONTROL PRACTICES AND POLLUTION PREVENTION � MEASURES BEING IMPLEMENTED AFTER EACH RAINFALL EVENT AND DAILY WITHIN THE ACTIVE WORK AREA TO �r y:r�'' _ r✓"`� ENSURE THAT THEY ARE BEING MAINTAINED IN EFFECTIVE OPERATING CONDITION AT ALL TIMES. INSPECTION PRO -STORY \ 0 4 OF ALL IMPLEMENTED PRACTICES SHALL OCCUR WEEKLY AT A MINIMUM, IF DEFICIENCIES ARE IDENTIFIED,THE OSED 1 S �fi (THIN ONE BUSINESS DAY AND SHALL P TO `fir \ -� BUILDING 1 CONTRACTOR SHALL BEGIN IMPLEMENTING CORRECTIVE ACTIONS W \ COMPLETE THE CORRECTIVE ACTIONS IN A REASONABLE TIME FRAME. CONTRACTOR'S BUSINESS ,; \ 11. CONTRACTOR SHALL REMOVE ANY SILT FROM SOIL EROSION AND SEDIMENT CONTROL MEASURES WHEN IT 11,010 SF _ ® 5, REACHES (1/2) ONE-HALF CAPACITY UNLESS OTHERWISE NOTED OR AS DIRECTED BY THE ENGINEER. THE F.F. EL. 41.75 , �\ MATERIAL SHOULD BE INCORPORATED INTO THE SITE IN A STABILIZED MANNER. r . �w 12. TEMPORARY SEED AND MULCH SHALL BE APPLIED TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO 6 09/12/25 JR REV.PER TOWN COMMENTS DATED 9/11/25 PROPOSED 1 STORY " FINISHED GRADE AND VEGETATED WITHIN 15 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING BUILDING C SEASON, THEY SHALL BE STABILIZED WITH GEOTEXTILE FABRIC AND MAINTAINED ACCORDING TO BEST 5 08/29/25 JR MISCELLANEOUS REVISIONS '.. CONTRACTOR'S Y / VIA '° Fj;�' �^O PRACTICES. BUSINESS w3 \\ 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS 11,010 SF ®� 13. CONTINUE INSPECTION AND REPAIR OF STORMWATER POLLUTION PREVENTION MEASURES UNTIL THE �l �1 1 � 1 COMPLETION OF CONSTRUCTION AND PERMANENT STABILIZATION IS ACHIEVED. 3 05/06/25 JR UNAFFECTED SHEET F.F. EL. 41.75 d�'' ' \ APPROXIMATE LOCATION OF 14 REMOVE 0 S S REV.PER SCDPW&HEALTH DEPARTMENT }' JOB TRAILER AND M VE EROSION CONTROL MEASURE SILT,AND DEBRIS UPON ESTABLISHMENT OF PERMANENT STABILIZED 2 05/01/25 JR C :r. OMMENTS TEMPORARY SANITARY COVER OF ALL UPSTREAM/TRIBUTARY AREAS. ES(IF NEEDED) 1 04/14l25 JR REVIS FACILITIES EEE LIGHTING PER TOWN COMMENTS 6" 15. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND SHALL BE NO PHYSICAL POSSESION DISPOSED OF IN ACCORDANCE WITH ALL CI TAT AND FEDERAL LAWS AND APPLICABLE CODES. DEBRIS _ CITY,STATE, NO. DATE BY DESCRIPTION LAND NOW OR FORMERLY OF 16. THESE PLANS ARE BASED ON INFORMATION AVAILABLE TO OUR OFFICE AT THE TIME OF PLAN PREPARATION REVISIONS \ GULLY REALMLLC S.C.T.M. 1000-11,3-12-12 \ -1 ` ® ZONE:PROTECTED VACANT a . CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS AND NOTIFY OUR OFFICE IF ACTUAL SITE CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN,OR IF THE PROPOSED WORK WOULD BE IMPACTED BY ANY OTHER SITE FEATURES. ZONE:LB LIMITED BUSINESS USE:VACANT S.C.T.M. 1000-113-12-14 17. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. \ '-� � \ ri \e _ LAND NOW OR FORMERLY OF Q12' ' TOWN OF SOUTHOLD \ 18. REFER TO GRADING AND LANDSCAPING PLANS FOR ADDITIONAL INFORMATION. l !f \ =� �� O 19. CONTRACTOR SHALL CLEAN ALL ON-SITE EXISTING & PROPOSED DRAINAGE STRUCTURES AND 1 40 INTERCONNECTING PIPE AT END OF PROJECT AS WELL AS ANY OFF-SITE DRAINAGE STRUCTURES THAT MAY HAVE RECEIVED RUNOFF FROM THE SITE. \` ® \ 012 .1V M %,1111`01,11 o '�..FEE R of, 1 QO \ 20. CONTRACTOR SHALL PROVIDE TEMPORARY INLET PROTECTION BEYOND THE LIMITS OF DISTURBED AREA AS NECESSARY TO PREVENT SILT AND DEBRIS FROM CONSTRUCTION ACTIVITIES GETTING INTO ANY DRAINAGE 664 BLUE POINT ROAD, UNIT B o n \ SYSTEM FOR WHICH THE PROJECT IMPACTS. \ d PROPOSED INLET o� HOLTSVILLE, NEW YORK 11742 I-�-24-►I gg 0 PROTECTION(TYP.) 0 8 „ �0 21. CONTRACTOR SHALL LOCATE CONCRETE WASHOUT AREA, STOCKPILE AREA, AND CONSTRUCTION WASTE (6 31) 9 61-O rJ 06 MATERIAL STORAGE AREAS SO AS TO MINIMIZE EXPOSURE TO STORMWATER.CONSTRUCTION WASTE SHALL BE www.KeyCivilEngineering.com IMMEDIATELY PLACED IN ON-SITE STORAGE CONTAINERS UNTIL READY FOR OFF-SITE DISPOSAL.CONTRACTOR / "0 APPROXIMATE LOCATION SHALL MAINTAIN SPILL PREVENTION & RESPONSE EQUIPMENT AND MAKE AVAILABLE ON-SITE FOR USE BY 15 "0 T OF CONCRETE TRUCK \ CONTRACTOR'S EMPLOYEES TRAINED IN THE APPLICATION OF SPILL PREVENTION&RESPONSE PROCEDURES. PROJECT NAME / \O 9 „ \ WASHOUT STATION \ 22. CONTRACTOR SHALL IDENTIFY LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE PROPOSED \ / 09 LO C016" 9 ® a WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED ON THE PLAN. " ---_. 7 0 0 23. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND [ 5'WIDE FILL EASEMENT 1 '4 1, 8 0 6 „ 02 `r� d IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. FAVOR OF COUNTY OF SUFFOLK ( r, 0 528.64' Q/ 24. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: BUILDINGS - - - - - - - - o® l ® ®! - - a. STABILIZED CONSTRUCTION ENTRANCE/EXIT-A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT 705 COUNTY ROAD 48 W W 41 W S 6'd0" Vr W 40 300.00' W _ SHALL BE INSTALLED AT THE DRIVEWAY ON FLANDERS ROAD; THIS AREA SHALL BE GRADED SO THAT E��F ' i RUNOFF WATER WILL BE RETAINED ON-SITE. MATTITUCK, NY 11952 ------------.- ---- --------- -------------------------------- b. INLET PROTECTION-IMMEDIATELY INSTALL FOR EACH INLET AS DRAINAGE STRUCTURES ARE INSTALLED. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK PROPOSED CONSTRUCTION c. DUST CONTROL-STOCKPILES OF SOIL SHOULD BE LIMITED TO 15' MAXIMUM HEIGHT AND REMOVED OR DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 ENTRANCE/EXIT.RELOCATE AS _L UTILIZED FOR SITE CONSTRUCTION AS SOON AS PRACTICABLE.SHOULD EXCESSIVE DUST BE GENERATED, NECESSARY FOR REQUIRED - THE CONTRACTOR SHALL APPLY WATER TO BARE SOIL SURFACES TO MINIMIZE BLOWING DUST. DRAWING TITLE z CONSTRUCTION PHASING SOLID WHITE LINE PROPOSED SILT FENCE TO BE 25. THE RIGHT-OF-WAY IS NOT TO BE USED FOR STORAGE OR STAGING OF EQUIPMENT OR MATERIALS DURING PLACED DOWN GRADIENT OF S'T .13®1JP41E:) Z. AT973 CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THE RIGHT-OF-WAY DURING SOIL EROSION & DISTURBED AREAS IN ASPHALT SOLID YELLOW LINE CONSTRUCTION AND SHOULD INSTALL FENCING ALONG THE PROPERTY'S FRONTAGE TO LIMIT ACCESS FOR --- - AREAS.CONTRACTOR TO RELOCATE _ EDGE OF PAVEMENT ----- CONSTRUCTION VEHICLES TO DEFINED POINTS OF INGRESS/EGRESS. DURING THE COURSE OF SEDIMENT CONTROL PLAN CONSTRUCTION ACTIVITIES, 26.-----GRASS MEDIAN-�` ��� READ IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS PERMANENTLY OR TEMPORARILY (EXISTING DISTURBED AREA WILL NOT BE DISTURBED AGAIN WITHIN 14 CALENDAR DAYS OF THE PREVIOUS SOIL DISTURBANCE) CEASED, THE APPLICATION OF SOIL STABILIZATION MEASURES MUST BE INITIATED BY THE END OF THE NEXT 1?_<:XA1> 48) BUSINESS DAY AND COMPLETED WITHIN FOURTEEN (14) DAYS FROM THE DATE THE CURRENT SOIL DATE: 01/27/2025 DISTURBANCE ACTIVITY CEASED. SCALE: 1"= 30' PROJECT NUMBER: 24216 DRAWING BY: JR AREA DATA CHECKED BY: DP APPROVED BY: MID PROPERTY AREA................................ 111,848 SF(2.57 Acres) TOTAL DISTURBED AREA.................. 98,272 SF(2.26 Acres) SEAL& SIGNATURE: ALTERATION ORADDIrIONTOTHIs DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A EXISTING IMPERVIOUS AREA 0 SF(0.00 Acres) N E W VIOLATION OF SECTION 7209, Know what's below. SUB-D:VI.SION 2,OF THE NEW YORK Call before you dig. PERVIOUS AREA 111,848 SF(2.57 Acres) '< Q,G rT'9 �- / V P1 1L0 � STATE EDUCATION LAW 1-800-272-448D PROPOSED IMPERVIOUS AREA 66,903 SF(1.54 Acres) �P DRAWING No: w GRAPHIC SCALE PERVIOUS AREA 44,945 SF(1.03 Acres) ; S''�. 1 W ~,.. NOT ', 1P SALED � 30 0 15 30 6C 120 �C7 os 5 _� C8 �AROfiE �� ( IN FEET ) I inch = 30 ft. MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 8 OF 11 Y:\Key Civil',Projects12024\24216,_Ron Kuoppala-.705 County Road 48_Mattituck\Drawings\Key CIv:1,14216.2025.09.12._SPP-6-_TR-t.dwg i r TREE PROTECTION ZONE/DRIPLINE INSTALL PAD LOCK (SEE NOTE 2) 0 SITE 4'TALL FLUORESCENT ORANGE DISPLAY"SWPPP",THE NPDES HIGH-DENSITY CONSTRUCTION PERMIT ID#,AND CONTACT FENCE OR APPROVED EQUAL INFORMATION(SEE NOTE 3) "COUNTRY"SIZE MAILBOX OR AREA WITHIN TREE PROTECTION OTHER CONTAINER ABLE TO HOLD 'N ZONE TO REMAIN UNDISTURBED A MINIMUM OF ONE 3"THREE RING n: 6'LONG WOOD OR STEEL DURING CONSTRUCTION BINDER IN GOOD CONDITION. FENCE POSTS. POSTS SHALL �� BE SPACED HORIZONTALLY 8' 4-,•. ; .;- ., .Y<,•• 8 ON CENTER MAXIMUM. -,>%'r S :xy-•= %"'%> ,` `='; CONSTRUCTION PERMIT PAPERWORK STORAGE NOTES: 1. CONTRACTOR MUST MAINTAIN THE SWPPP BINDER IN A SECURE LOCATION,SUCH AS A JOB TRAILER,ON-SITEyYR `' ,r"�i,.,iiz ';'f .:�� :;.%• � % '�' y' 4' CONSTRUCTION OFFICE,OR MAILBOX WITH LOCK. THE SECURE LOCATION MUST BE ACCESSIBLE DURING 46 r AREA OF SITE AREA OF SITE CONSTRUCTION NORMAL BUSINESS HOURS TO AN INDIVIDUAL PERFORMING COMPLIANCE INSPECTION. 0 CONSTRUCTION ;'" ": 2. PROVIDE A DIGIT OR CHARACTER PAD LOCK(MINIMUM FOUR DIGITS OR CHARACTERS)AND PROVIDE 2' COMBINATION TO TRAINED CONTRACTOR AND QUALIFIED INSPECTOR. A KEY SHALL NOT BE REQUIRED. BMP IMPLEMENTATION AND MAINTENANCE SEQUENCE 3. CONTACT INFORMATION SHALL INCLUDE THE NAME AND PHONE NUMBER OF EACH OF THE TRAINED SOIL RESTORATION REQUIREMENTS DURING CONSTRUCTION ACTIVITY SEQUENCE DESCRIPTION BMP ACTIVITIES MAINTENANCE FREQUENCY CONTRACTOR,QUALIFIED INSPECTOR,AND OWNER/OPERATOR. 4, PAPERWORK SHALL NOT BE TAKEN OFF SITE(SUCH AS STORED IN A WORK VEHICLE). PRE-CONSTRUCTION INSTALL INLET PROTECTION ON EXISTING INLETS TREE PROTECTION FENCE NOTES: TYPE OF SOIL DISTURBANCE SOIL RESTORATION REQUIREMENT COMMENTSIEXAMPLES 1. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR PROPOSED LIMITS OF CONSTRUCTION PERMIT PAPERWORK INCLUDES: A. SWPPP(STORMWATER POLLUTION PREVENTION PLAN). NO SOIL DISTURBANCE RESTORATION NOT PERMITTED PRESERVATION of NATURAL FEATURES INSTALL PERIMETER SEDIMENT CONTROL/SILT FENCE DISTURBANCE. 2. CONSTRUCTION VEHICLES TO STAY AS FAR AS POSSIBLE FROM TREE PROTECTION FENCE TO PREVENT B. NOI(NOTICE OF INTENT)ACKNOWLEDGEMENT LETTER FROM DEC. C. Not SIGNED BY OWNER AND SWPPP PREPARER. MINIMAL SOIL DISTURBANCE RESTORATION NOT REQUIRED CLEARING AND GRUBBING INSTALL STABILIZED CONSTRUCTION ACCESS COMPACTION OF TREE ROOTS. WEEKLY OR AS REQUIRED D. MS4 SWPPP ACCEPTANCE FORM. HYDROLOGIC SOIL HYDROLOGIC SOIL INSTALL WORK TRAILER OR MAILBOX FOR CONSTRUCTION ! r1 TREE PROTECTION FENCE E. SITE DEC GENERAL PERMIT CERTIFICATIONS, TIFIC TION AREAS WHERE TOPSOIL IS STRIPPED ONLY- GROUP A&B GROUP C&D PROTECT AREA FROM ANY ONGOING PERMIT PAPERWORK STORAGE �'� ' F. SITE LOG BOOK INCLUDING CERTIFICATIONS,SITE INSPECTION REPORTS,AND SWPPP UPDATES. NO CHANGE IN GRADE CONSTRUCTION ACTIVITIES. IDENTIFY THE SOIL �r � Map data G2024 Terms Report 8 map error APPLY 6 INCHES OF AERATE*AND APPLY N.T.S. STOCKPILE TOPSOIL 6INCHESOFTOPSOIL CONST U N CTIONSTAGGAREAS ORAGEAND VICINITY MAP CONSTRUCTION PERMIT PAPERWORK STORAGE HYDROLOGIC SOIL HYDROLOGIC SOIL N.T.S. AREAS OF CUT OR FILL GROUP A&B GROUP C&D EARTHWORK APPLY DUST CONTROL N.T.S. - AERATE*AND APPLY APPLY FULL SOIL 6 INCHES CFTOPSOIL RESTORATION** INSTALL TEMPORARY RUN-OFF AND DRAINAGE CONTROL DAILY PROJECT DATA HEAVY TRAFFIC AREAS ON SITE(ESPECIALLY IN APPLY FULL SOIL RESTORATION SWEEP THE SOIL ON ROADWAYS TAX MAP NUMBER..................... Dist.1000.Sect.113,Block 12,Lot 13 A ZONE 5-25 FEET AROUND BUILDINGS BUT NOT (DECOMPACTICN AND COMPOST WITHIN A 5 FOOT PERIMETER AROUND ENHANCEMENT) BUILDING CONSTRUCTION MATERIAL STOCKPILE PERIMETER CONTROL& SITE AREA.................................. 111,848 SF(2.57 Acres) FOUNDATION WALLS) STABILIZATION AS REQUIRED SILT FENCE NOTES KEEP CONSTRUCTION EQUIPMENT FROM ZONING....................................... LB LIMITED BUSINESS 1. PLACE SILT FENCE AT LOCATIONS AS SHOWN ON PLANS AS WELL AS DETAILS. RESTORATION NOT REQUIRED,BUT MAY BE CROSSING THESE AREAS.TO PROTECT NEWLY RUN-OFF AND DRAINAGE INSTALL NEW DRAINAGE SYSTEM 2. SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS THE FENCE AROUND THE ENDS. DEFINITION AREAS WHERE RUNOFF REDUCTION AND/OR CONTROL WEEKLY OR AS REQUIRED CURRENT USE........................... VACANT INFILTRATION PRACTICES ARE APPLIED APPLIED TO ENHANCE THE REDUCTION INSTALLED BMP FROM ANY ONGOING INSTALL INLET PROTECTION FOR NEW SYSTEM 3. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE DIRECTED BY THE THE CONTROL OF DUST RESULTING FROM LAND-DISTURBING ACTIVITIES. SPECIFIED FOR APPROPRIATE PRACTICES. CONSTRUCTION ACTIVITIES.CONSTRUCT PROPOSED USE......................... CONTRACTOR'S BUSINESS . GRADING,DRAINAGE,& GRADE SITE AREAS PROPOSED FOOTPRINT........... 22,020 SF GOVERNING AGENCY. PURPOSE FENCE AROUND BMP 4. DO NOT PLACE MATERIAL AGAINST SILT FENCE. SOIL RESTORATION Is REQUIRED ON UTILITY INSTALLATION AND 5. INSPECT SILT FENCE IMMEDIATELY AFTER PLACING ANY MATERIAL NEARBY. TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBED SOIL SURFACES THAT MAY CAUSE OFF-SITE DAMAGE,HEALTH HAZARDS,AND REDEVELOPMENT PROJECTS IN AREAS WHERE STABILIZATION STABILIZE EXPOSED AREAS AS REQUIRED LANDSCAPEINATURAL AREA... 44,945 SF TRAFFIC SAFETY PROBLEMS. REDEVELOPMENT PROJECTS EXISTING IMPERVIOUS AREA WILL BE 6. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY. CONVERTED TO PERVIOUS AREA. INSTALL EROSION CONTROL MEASURES PAVEMENT/CONCRETE AREA... 44,883 SF CONDITIONS WHERE PRACTICE APPLIES FINALIZE GRADING REMOVE TEMPORARY ESC MEASURES MONTHLY OR AS REQUIRED UPSTREAM/AREA OF DOWNSTREAM/EXISTING ON CONSTRUCTION ROADS,ACCESS POINTS,AND OTHER DISTURBED AREAS SUBJECT TO SURFACE DUST MOVEMENT AND DUST BLOWING WHERE OFF-SITE "AERATION INCLUDES THE USE OF MACHINES SUCH AS TRACTOR-DRAWN IMPLEMENTS WITH COULTERS MAKING A NARROW SLIT IN THE SOIL,A DISTURBANCE NDISTURBED GROUND DAMAGE MAY OCCUR IF DUST IS NOT CONTROLLED. ROLLER WITH MANY SPIKES MAKING INDENTATIONS IN THE SOIL,OR PRONGS WHICH FUNCTION LIKE A MINI-SUBSOILER. POST CONSTRUCTION CLEAN ALL DRAINAGE STRUCTURES AND PIPE THAT MAY **PER'DEEP RIPPING AND DE-COMPACTION,DEC 2008". STORMWATER MANAGEMENT ANNUALLY OR AS REQUIRED DESIGN CRITERIA AND INTERCONNECTING PIPE HAVE RECEIVED RUNOFF ­. V-0-O.C.R METAL FENCE POSTS SPACED CONSTRUCTION OPERATIONS SHOULD BE SCHEDULED TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ONE TIME.BUFFER AREAS OF VEGETATION SHOULD SOIL RESTORATION NOTES: �n��? APPROVED FILTER FABRIC MEETING POSTS . MAXIMUM (METAL FENCE BE LEFT WHERE PRACTICAL. TEMPORARY OR PERMANENT STABILIZATION MEASURES SHALL BE INSTALLED. NO SPECIFIC DESIGN CRITERIA IS GIVEN;SEE 1. SOIL RESTORATION IS TO BE APPLIED TO PROPOSED VEGETATED AREAS WHERE ANY HEAVY CONSTRUCTION VEHICLE HAS INSPECTION REQUIRED �����V is�D POSTS OR APPROVED EQUAL TO BE N.Y.S.SPECIFICATIONS(T-0"WIDE) INSTALLED IN ASPHALT PAVEMENT) CONSTRUCTION SPECIFICATIONS BELOW FOR COMMON METHODS OF DUST CONTROL. BEEN OR OVER COMPACTION HAS OCCURRED AND FINAL STABILIZATION IS TO BEGIN. THIS IS GENERALLY APPLIED IN THE PRE-CONSTRUCTION SEP 2 9 2025 CLEANUP, SITE RESTORATION, AND LANDSCAPING PHASE OF CONSTRUCTION FOLLOWED BY THE PERMANENT FLOW WATER QUALITY SHOULD BE CONSIDERED WHEN MATERIALS ARE SELECTED FOR DUST CONTROL. WHERE THEIR IS A POTENTIAL FOR THE MATERIAL TO ESTABLISHMENT OF AN APPROPRIATE GROUND COVER TO MAINTAIN THE SOIL STRUCTURE. SOIL RESTORATION TRAINED CONTRACTOR:DAILY INSPECT SEDIMENT BASINS,PERIMETER SEDIMENT ROTATE POSTS TOGETHER UPDATE SWPPP AS SOUTHOLD TOWN c� g WASH OFF TO A STREAM,INGREDIENT INFORMATION MUST BE PROVIDED TO THE NYSDEC. NO POLYMER APPLICATION SHALL TAKE PLACE WITHOUT WRITTEN MEASURES SHOULD BE APPLIED OVER AND ADJACENT TO ANY RUNOFF REDUCTION PRACTICES TO ACHIEVE DESIGN CONTROLS,STABILIZED CONSTRUCTION ACCESS,INLET o BEFORE INSTALLATION APPROVAL FROM THE NYSDEC. PERFORMANCE. QUALIFIED INSPECTOR:1/WK PROTECTION,AND OTHER BMPS REQUIRED PLANNING BOARD COMPACTED SOIL iv / / SECOND CONSTRUCTION SPECIFICATIONS 2. AT THE END OF THE PROJECT AN INSPECTOR SHOULD BE ABLE TO PUSH A 3/8"METAL BAR 12 INCHES INTO THE SOIL JUST POST FINAL STABILIZATION SILT FENCE A NON-DRIVING AREAS: WITH BODY WEIGHT.THIS SHOULD NOT BE PERFORMED WITHIN THE DRIP LINE OF ANY EXISTING TREES OR OVER UTILITY NOTES: `� IFF VEGETATIVE COVER-TEMPORARY SEEDING SHALL BE AS FOLLOWS: INSTALLATIONS THAT ARE WITHIN 24 INCHES OF THE SURFACE. 1. BMP ACTIVITIES IDENTIFIED FOR EACH PHASE DESCRIPTION SHALL BE IMPLEMENTED AT THE START OF EACH SEQUENCE A)RYE GRASS(ANNUAL OR PERENNIAL)AT 30 LBS.PER ACRE(0.7LBSI1000SF) AND BE MAINTAINED UNTIL PERMANENT STABILIZATION IS ACHIEVED. 6" FIRST SILT B)CERTIFIED'AROOSTOOK'WINTER RYE(CEREAL RYE)AT 100 LBS.PER ACRE(2.5 LBS/SF) 3. TO MAINTAIN SOIL RESTORATION,KEEP THE SITE FREE OF VEHICULAR AND FOOT TRAFFIC OR OTHER WEIGHT LOADS. 2. IMPLEMENTATION OF BMP ACTIVITIES SHALL IN NO WAY RELIEVE THE CONTRACTOR OF OBLIGATIONS REGARDING DIG 6"WIDE AND 6"DEEP o I USE WINTER RYE IF SEEDING IN OCTOBERINOVEMBER. OTHER CONSTRUCTION ACTIVITIES AND TIME FRAMES. TRENCH,BURY BOTTOM N FENCE MULCH(INCLUDING GRAVEL MULCH)-MULCH OFFERS A FAST EFFECTIVE MEANS OF CONTROLLING DUST. SOIL RESTORATION PROCEDURE: V-0"OF FILTER FABRIC, SPRAY ADHESIVES-EXAMPLES OF SPRAY ADHESIVES FOR USE ON MINERAL SOILS ARE SHOWN IN THE DURING PERIODS OF RELATIVELY LOW TO MODERATE SUBSOIL MOISTURE, THE DISTURBED SUBSOILS ARE RETURNED TO TAMP IN PLACE PST(TYP.) STAPLE(TYP.) FOLLOWING TABLE: ROUGH GRADE AND THE FOLLOWING SOIL RESTORATION STEPS APPLIED: SECTION JOINING FENCE SECTIONS MATERIAL WATER DILUTION NOZZLE TYPE APPLY GALLONS/ACRE 1. APPLY 3 INCHES OF COMPOST OVER SUBSOIL, THE COMPOST SHALL BE WELL DECOMPOSED (MATURED AT LEAST 3 ACRYLIC POLYMER 8:1 COURSE SPRAY 500 MONTHS),WEED-FREE,ORGANIC MATTER.IT SHALL BE AEROBICALLY COMPOSTED,POSSESS NO OBJECTIONABLE ODORS, WOOD OR LATEX EMULSION 12.5:1 FINE SPRAY 235 AND CONTAIN LESS THAN 1%,BY DRY WEIGHT, OF MAN-MADE FOREIGN MATTER. THE PHYSICAL PARAMETERS OF THE 8'O.C. SILT FENCE/FILTER METAL FENCE POST RESIN IN WATER 4:1 FINE SPRAY 300 COMPOST SHALL MEET THE STANDARDS LISTED IN TABLE 5.2-COMPOST STANDARDS TABLE OF THE NYS STANDARDS AND (TYP.) FABRIC SPECIFICATIONSFOR EROSION AND SEDIMENT CONTROL,EXCEPT FOR"PARTICLE SIZE"100%WILL PASS THE 1/2"SIEVE. 6 09/12/25 JR REV.PER TOWN COMMENTS DATED 9/11/25 B DRIVING AREAS: 1.1. NOTE:ALL BIOSOLIDS COMPOST PRODUCED IN NEW YORK STATE(OR APPROVED FOR IMPORTATION)MUST MEET NYS 5 08/29/25 JR MISCELLANEOUS REVISIONS SPRINKLING-THE SITE MAY BE SPRAYED UNTIL THE SURFACE IS WET. THIS IS ESPECIALLY EFFECTIVE ON HAUL ROADS AND ACCESS ROUTES TO DEC'S 6 NYCRR PART 360(SOLID WASTE MANAGEMENT FACILITIES)REQUIREMENTS.THE PART 360 REQUIREMENTS PROVIDE SHORT TERM LIMITED DUST CONTROL. ARE EQUAL TO OR MORE STRINGENT THAN 40 CFR PART 503 WHICH ENSURE SAFE STANDARDS FOR PATHOGEN 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS 1 i POLYMER ADDITIVES-POLYMERS ARE MIXED WITH WATER AND APPLIED TO THE DRIVING SURFACE IN ACCORDANCE WITH THE MANUFACTURER'S REDUCTION AND HEAVY METALS CONTENT. RECOMMENDATION. 3 05/06/25 JR UNAFFECTED SHEET BARRIERS-WOVEN GEO-TEXTILES CAN BE PLACED ON THE DRIVING SURFACE. STONE CAN ALSO BE USED FOR CONSTRUCTION ROADS. 2. TILL COMPOST INTO SUBSOIL.TO A DEPTH OF AT LEAST 12 INCHES USING A CAT-MOUNTED RIPPER,TRACTOR MOUNTED DIRECTION OF REV.PER SCDPW&HEALTH DEPARTMENT WINDBREAK-A SILT FENCE OR SIMILAR BARRIER CAN CONTROL AIR CURRENTS AT INTERVALS EQUAL TO TEN TIMES THE BARRIER HEIGHT. PRESERVE DISC,OR TILLER,TO MIX AND CIRCULATE AIR AND COMPOST INTO THE SUBSOIL. 2 05/01/25 JR SURFACE RUNOFF PLAN EXISTING WIND BARRIER VEGETATION AS MUCH AS PRACTICAL. COMMENTS 3. ROCK-PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF FOUR INCHES AND LARGER SIZE ARE CLEANED OFF THE SITE. 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS STANDARD SILT FENCE NOTES: MAINTENANCE 1. THE SLOPE OF THE LAND FOR AT LEAST 30 FEET ADJACENT AND UPSTREAM TO STANDARD SILT FENCE SHALL MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS UNTIL ALL DISTURBED AREAS ARE STABILIZED. 4. APPLY TOPSOIL TO A DEPTH OF 6 INCHES. NO. DATE BY DESCRIPTION NOT EXCEED 5%. 2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THE END POSTS SHALL BE ROLLED TOGETHER A 5. VEGETATE AS REQUIRED BY THE SEEDING PLAN.USE APPROPRIATE GROUND COVER WITH DEEP ROOTS TO MAINTAIN THE REVISIONS MINIMUM OF 3 TIMES. SOIL STRUCTURE. STANDARD SILT FENCE 6. TOPSOIL MAY BE MANUFACTURED AS A MIXTURE OR A MINERAL COMPONENT AND ORGANIC MATERIAL SUCH AS COMPOST. N.T.S. DUST CONTROL SOIL RESTORATION , N.T.S. ,, F v .�71 654 BLUE POINT ROAD, UNIT B HOLTSVILLE, NEW YORK 11742 GEOTEXTILE, FILTER FABRIC, OR SILT FENCE FABRIC (631) 961-0506 PLACED UNDER INLET GRATE IS NOT AN ACCEPTABLE www.KeyCivilEngineering.com STORMWATER MANAGEMENT PRACTICE PROJECT NAME 2„ PROPOSED 1/8"0 STEEL WIRE .� �y ���� �� INLET PROTECTION TYPES AND USES I r r I I EROSION CONTROL COVER i���i��i��i��i��i��i��i��i���i�� CO T aEBIUSINIESS EXISTING PAVEMENT _ TYPE EXAMPLE USAGE NOTES STAPLE DETAIL STAPLES(YP.ER _ -8 MIN _ -11(MAX)50'MIN. ) STOCKPILE PERIMETER �\ /��� ( B B SEDIMENT CONTROL ���� x � 10'-0"MIN. 3 5 SILT FENCE SHOWN \ = STOCKPILED '���i� z 1 10 MIL PLASTIC - 10 MIL PLASTIC LINING-'z - ( ) %�%j, o 6 MATERIAL ���%� (TYP.) 705 COUNTY ROAD 48 FABRIC PLACED i 0 UNDER INLET NOT PERMITTED THIS METHOD OF INLET PROTECTION IS NOTEz: LINING BINDING _ _ = GRATE ACCEPTABLE. N �� MOUNTABLE BERM WIRE ii��i�� �ij� MATTITUCK, NY 11952 EXISTING GROUND FILTER CLOTH (OPTIONAL) N _ SANDBAGS �)�% ���il, TOWN OF SOUTHOLD COUNTY OF SUFFOLK EXCAVATED DURING INITIAL OVERLOT GRADING MAXIMUM SIDE SLOPES OF 2:1. UNDER STONE PROFILE STRAW BALE I DROP INLET AFTER THE STORM DRAIN TRUNK IS MINIMUM DEPTH 1 FOOT. NATIVE MATERIAL OR CONCRETE - - DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 PROTECTION INSTALLED MAXIMUM DEPTH 2 FEET. 50'MIN. (IF EXCAVATED, BLOCK(TYP.) r i r i r CONTAIN 900 CF PER TRIBUTARY ACRE. 2V:1H MAX SLOPE) DRAWING TITLE WOOD OR METAL STAKES FABRIC DROP DURING FINAL ELEVATION GRADING MAX SLOPE OF 1%OF SURROUNDING AREA. SECTION B-B (2 PER BALE) PLAN STOCKPILE NOTES:II INLET PHASES AFTER THE STORM DRAIN 1.5'MAX UN-REINFORCED HEIGHT OF FABRIC. EXISTING GROUND CONCRETE AND GROUT WASTE MANAGEMENT: 1. STOCKPILE MANAGEMENT INCLUDES MEASURES TO MINIMIZE EROSION AND SEDIMENT TRANSPORT FROM SOILS OR SOIL EROSION SEDIMENT MAINTAIN OVERFLOW TO DROP INTO THE PROTECTION SYSTEM IS COMPLETED 'z 1. ALL WASH OFF AND NON-SOLID CONCRETE AND GROUT WASTE MUST BE CONTAINED IN AN EXCAVATED OR ABOVE OTHER ERODIBLE MATERIALS STORED AT THE CONSTRUCTION SITE. SPECIAL ATTENTION SHOULD BE GIVEN TO DROP INLET. �� z I- 12'MIN. Z LU STOCKPILES IN CLOSE PROXIMITY TO NATURAL OR MANMADE STORM SYSTEMS, PROTECTION OF STOCKPILES IS AGRO CONTROL r� w THIS FA LINED FACILITY WILL RECEIVE CONSTRUCTED PIT. YEAR-ROUND REQUIREMENT. �.1� T R®� DETAILS MINIMUM STONE BARRIER HEIGHT OF 1'. zv x 2. THIS FACILITY WILL RECEIVE ALL WASH WATER FROM THE CLEANING OF CHUTES, MIXERS,HOPPERS, VIBRATORS, STONE&BLOCK DURING THE INITIAL AND INTERMEDIATE MAXIMUM STONE BARRIER HEIGHT OF 21. ��i�' w a PLACING EQUIPMENT, TROWELS, AND SCREEDS. UNDER NO CIRCUMSTANCES WILL WASH WATER FROM THESE 2. THIS DETAIL DOES NOT APPLY TO CONTAMINATED MATERIALS WHICH REQUIRE ADDITIONAL MEASURES. III DROP INLET OVERLOT GRADING OF A DO NOT USE MORTAR. 3. LOCATE STOCKPILES AS FAR AWAY FROM BODIES OF WATER,INFILTRATION AREAS,INLETS,AND OTHER DRAINAGE EXPOSE 6"OF FILTER CLOTH OPERATIONS BE ALLOWED TO INFILTRATE INTO THE SOIL OR ENTER SURFACE WATERS OR STOMWATER PROTECTION CONSTRUCTION SITE LIMIT HEIGHT TO PREVENT PONDING OR z ALONG BOTH SIDES g MANAGEMENT FACILITIES. SYSTEM COMPONENTS AS POSSIBLE SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE ENVIRONMENTAL DAMAGE. DATE: 01/27/2025 BYPASS FLOW. PLAN VIEW 3. CAPACITY-SIZE FACILITY TO CONTAIN SOLIDS,WASH WATER,AND RAINFALL. WASH WATER SHALL BE ESTIMATED 4. WEEDS SHOULD NOT BE ALLOWED TO GROW ON STOCKPILES. USE WITH UPSTREAM BUFFER STRIPS AND BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS AT 1 CUBIC FOOT PER CHUTE AND 7 CUBIC FEET PER 5. WHEN THE STOCKPILE IS NO LONGER NEEDED,PROPERLY DISPOSE OF EXCESS MATERIALS AND RE-VEGETATE OR SCALE: N.T.S. USED AFTER PAVEMENT HOPPER OF THE CONCRETE PUMP TRUCK AND/OR DISCHARGING DRUM. OTHERWISE STABILIZE THE GROUND SURFACE WHERE THE STOCKPILE WAS LOCATED. PAVED SURFACE WITH TEMPORARY SURFACE STABILIZATION. 4. LOCATION-LOCATE FACILITY FOR ACCESS BY TRUCKS AND AS FAR AS POSSIBLE FROM DRAINAGE SWALES,STORM CONSTRUCTION HAS BEEN GONE WHILE 6. FOR STOCKPILES MAINTAINED FOR MORE THAN ONE DAY, A SEDIMENT CONTROL SYSTEM, CONSISTING OF SILT PROJECT NUMBER: 24216 IV INLET PLACE AT INLET PERIMETER OR BEYOND. STABILIZED CONSTRUCTION ACCESS NOTES: FINAL GRADING AND SOIL DRAIN INLETS,WETLANDS,STREAMS AND OTHER SURFACE WATERS AND WHERE POSSIBLE,A MINIMUM OF 100 FEET PROTECTION INTEGRATE TRAFFIC SAFETY. 1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. FENCING OR COIR LOG,SHALL BE INSTALLED AND MAINTAINED ON DOWNHILL SIDES TO CONTAIN MATERIAL. STABILIZATION IS OCCURRING DO NOT CAUSE FLOODING OR BYPASS FLOW. 2. LENGTH -NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH AWAY FROM SUCH. PREVENT SURFACE RUNOFF FROM ENTERING THE STRUCTURE. SIGNS SHALL BE PLACED TO 6.1. FOR TEMPORARY STOCKPILES ON THE INTERIOR PORTION OF A CONSTRUCTION SITE,WHERE OTHER WOULD APPLY). DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS DISCHARGED. DRAWING BY: JR FABRIC WILL EQUAL OR EXCEED THE ) DOWN-GRADIENT CONTROLS,INCLUDING PERIMETER CONTROL,ARE IN PLACE,STOCKPILE PERIMETER 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. 5. LINER-PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 MILS WITH NO HOLES OR TEARS, AND ANCHORED CONTROLS MAY NOT BE REQUIRED. INSTALLED AND ANCHORED IN PERFORMANCE STANDARD FOR THE SILT 4. WIDTH-TWELVE 12 FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS BEYOND THE TOP OF THE PIT WITH STAPLES AS SHOWN, AN EARTHEN BERM, SAND BAGS, STONE, OR OTHER CHECKED BY: DP MANUFACTURED ( ) STRUCTURAL APPURTENANCE. 6.2. PROTECT ALL STOCKPILES FROM STORMWATER RUN-ON. ACCORDANCE WITH THE FENCE FABRIC. THE INSERTS WILL BE 6.3. FOR STOCKPILES IN ACTIVE USE,PROVIDE A STABILIZED DESIGNATED ACCESS POINT ON THE UPGRADIENT V INSERT INLET MANUFACTURERS RECOMMENDATIONS INSTALLED TO PRESERVE A MINIMUM OF 50% OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. 6. PRE-FABRICATED WASHOUTS MAY BE USED IF THEY ENSURE THE CAPTURE AND CONTAINMENT OF THE WASTE PROTECTION AND DESIGN DETAILS OF THE OPEN UNOBSTRUCTED DESIGN FLOW 5. GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. WASH AND BE SIZED BASED AS ABOVE. SIDE OF THE STOCKPILE. APPROVED BY: MP 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED 6.4. SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-THIRD 1/3 OF THE BARRIER AREA OF THE STORM DRAIN INLET OPENING. 7. MAINTENANCE: ( ) IF PIPING I IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.BENEATH THEENTRANCE. S HEIGHT. SEAL & SIGNATURE: ALTEP,ATIONOR ADDITION TOTFiIS 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR 7.1. ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE DOCUMENT EXCEPT BY A LICENSED INLET PROTECTION NOTES: FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED DEACTIVATED AND REPAIRED OR REPLACED IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED 6.5. INSPECT STOCKPILE SEDIMENT CONTROL SYSTEM IMMEDIATELY AFTER MODIFYING STOCKPILE. PROFESSIONAL ENGINEER IS A 1. CONTRACTOR MAY USE THE TYPE SUITABLE FOR THE SITUATION AND THEIR MEANS AND METHODS UNLESS ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. OVER HARDENED CONCRETE SHOULD BE PUMPED TO A STABILIZED AREA,SUCH AS A GRASS FILTER STRIP. 6.6. REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED,OR AS DIRECTED BY THE Q`+ NEW }.� SUB-DIVISION VIOLAT ON 2.OF SECTION OF ENGINEER,CK KEEP THEM FUNCTIONING PROPERLY. G PILOr� 9,t LAW BEFORE NEWWY PORK 7.2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75%OF THE STORAGE CAPACITY OF THE NOTED OTHERWISE ON PLAN. CONTRACTOR MUST SUBMIT SPECIFICATION OF ANY TYPE V TO ENGINEER 8, WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN 7. THE TOE OF STOCKPILES SHALL NOT BE AGAINST SITE PERIMETER SEDIMENT CONTROL. STATE EucArioN LA BEFORE USE. APPROVED SEDIMENT TRAPPING DEVICE. STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND Q� � {r 8 2. THE DRAINAGE AREA FOR A STORM DRAIN INLET WITH INLET PROTECTION SHALL NOT EXCEED 1 ACRE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROPERLY DISPOSED OF OFF SITE. . FOR STOCKPILES INACTIVE FOR MORE THAN 14 DAYS, STABILIZE THE STOCKPILE TO PREVENT SEDIMENT co DRAWING No: 7.3. DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION/DEMOLITION LANDFILL. ON-SITE TRANSPORT USING AN EROSION CONTROL SYSTEM,CONSISTING OF TEMPORARY SEEDING AND MULCHING,PLASTIC tr 3. IMMEDIATELY INSTALL INLET PROTECTION WHEN A STORM DRAIN INLET IS CONSTRUCTED. 10.CONTRACTOR TO ENSURE THAT THE TRACKING PREVENTION REMAINS EFFECTIVE DURING ALL CONSTRUCTION I GEOTEXTILE COVERING,SOIL BINDERS,OR EROSION CONTROL BLANKETS. USE OF MULCH OR SOIL BINDERS ONLY „gin,: * W 4. EROSION CONTROL/TEMPORARY STABILIZATION MEASURES MUST BE IMPLEMENTED ON THE DISTURBED PHASES. DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. S t W DRAINAGE AREA TRIBUTARY TO THE INLET. 11. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS,DITCHES,OR WATERCOURSES. IS ACCEPTABLE IF THE STOCKPILE WILL BE IN PLACE FOR NO MORE THAN 60 DAYS. fi; r NOT ;P i4� FALED IN THAT CASE,THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED,OR BURIED AND COVERED WITH A MINIMUM OF 2 FEET OF CLEAN COMPACTED EARTHFILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. 9. IMPLEMENT DUST CONTROL PRACTICES AS APPROPRIATE ON ALL STOCKPILED MATERIAL. 5. TYPE IV INLET PROTECTION PRACTICES INCLUDE COMPOST FILTER SOCKS,GEO-TUBES FILLED WITH BALLAST, 12. CONTRACTOR TO RELOCATE TRACKING PADS AS NECESSARY. AND OTHER APPROVED EQUAL MANUFACTURED SURFACE BARRIERS. 13.EXPOSE 6"END OF FILTER CLOTH ON BOTH OF THE LONGER SIDES FOR THE ENTIRE LENGTH. 7.4. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. 0$15 v 6. TYPE V INLET PROTECTION PRACTICES INCLUDE DANDY SACK,FLEXSTORM CATCH-IT,ULTRATECH ULTRA-DRAIN 7.5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN MATERIAL STOCKPILE OA O�Q" C GUARD,AND OTHER APPROVED EQUAL MANUFACTURED INLET INSERT. NON-DESIGNATED AREAS. N.T.S. OE'E «, INLET PROTECTION STABILIZED CONSTRUCTION ACCESS CONCRETE AND GROUT WASTE MANAGEMENT Know what's below. Call before you dig. N.T.S. N.T.S. N.T.S. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 9 OF 11 Y.1Key CiviI\Projects12024124216._Ron Kuoppala.-705 County Road 48_-.Mattituck0rawings%ey CiviA24216.2025.09.12_SPP-6__TR-t.dwg .ct6, -1/4"x 1/2'LG.PIN HID.BOLTS 1 WITH NUTS&LOCK WASHERS X-1211 COLOR RESERVED LEGEND&BORDER GREEN(NON-REFLECTORIZED) SITE BACKGROUND WHITE(NON-REFLECTORIZED) _F_ 0 PARKING 1/4"x 1/2"LG.PIN HID.BOLTS .,,,-TREATED WOOD POST NO z SYMBOL WHITE(NON-REFLECTORIZED) WITH NUTS&LOCK WASHERS -M.U.T.C.D."NO PARKING BACKGROUND BLUE(NON-REFLECTORIZED) ANYTIME"SIGN /4"x 1/2"LG.PIN HD.BOLTS a (M.U.T.C.D.R7-8) PAJNNG WITH NUTS&LOCK WASHERS WOOD FENCE RAIL PROPOSED'RESERVED PARKING'&'VAN ACCESSIBLE'S % M 'N 30" IG G) (M.U.T.C.D.#R7-8&R7-8A)(TYP M.U.T.C.D.'RESERVED PARKING' AMME 0 OF 2 SEE SITE PLAN FOR 0 (R7-8) 0 PROPOSED'NO PARKING ANYTIME'SIGN 1�r ADDITIONAL INFORMATION WHITE TEXT--,, NOTES 2'-O"MIN cl� M.U.T.C.D.'VAN ACCESSIBLE' (M.U.T.C.D.#R7-1,NO ARROW) 1. ACCESSIBLE PARKING SIGN SHALL CONFORM WITH CURRENT V - (R7-8A) 0 FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS. AN 0 4"WIDE PAINTED FEDERAL,STATE,AND LOCAL CODES AND REGULATION STRIPE(BLUE) r 511 APPLY ROOFING TAR TO LE Ind 2. VAN ACCESSIBLE SIGN SHALL CONFORM WITH CURRENT 0 4'WIDE PAINTED- RED BACKGROUND-' FINISHED GRADE 0 0 LU 3. SIGN MOUNTING HEIGHT SHALL BE 60 TO 84 INCHES z STRIPE(BLUE) 0 POSTS BELOW GRADE(TYP.) S. ACCESSIBLE 00 \\\-GALVANIZED U CHANNEL POST 0 MEASURED FROM GROUND SURFACE OF PARKING STALLS. 0 0 INSTALLED IN 6"DIAMETER cn I-- z ED 0 CONCRETE SONOTUBE. TMIN, 0 0 LU 0 24'MIN I-+ �PAINTED ACCESSIBLE 0 0 > 0 EMBEDMENT DEPTH 0 0 0 "�_�GALVANIZED U CHANNEL POST 0 4"WIDE PAINTED-)` SYMBOL(TYP) w LE z > INSTALLED IN 6"DIAMETER CONCRETE STRIPE(WHITE) 0 IT SONOTUBE.SMIN.EMBEDMENT DEPTH co T p 4 M OR CC) 0 0 (0 0 1 U I t- 0 W> Lr 0.-1 0 w POST & RAIL FENCE DETAIL C. 0 0 0 a map error 0 0 GALVANIZED U CHANNEL POST < w Map Terms Report 0 PAINTED ACCESSIBLE & INSTALLED IN 6"DIAMETER CONCRETE N.T.S. T 0 :RETE SONOTUBE.XMIN.EMBEDMENT DEPTH C? VICINITY MAP ACCESSIBLE PARKING SIGN NO PARKING ANYTIME SIGN STANDARD STRIPING AREA DETAIL N.T.S. (M.U.T.C.D.#R7.8&R7.8A) (M.U.T.C.D.#R7.1,NO ARROW)(NYR#74) N.T.S. N.T.S. N.T.S. J CL CL \Z �/Z�/Z PROJECT DATA 8'.0- 2"0 SCH.40 GALV.PIPE- j//-CAP 15/8"0 SCH.40 GALV.TOP RAIL TAX MAP NUMBER..................... Dist,1000,Sect.1 13,Block 12,Lot 13 SITE AREA.,................. 111,848 SF(2.57 Acres) BLACK VINYL COATING BLACK VINYL COATING ;e STOP SIGN DETAIL ZONING....................................... LB LIMITED BUSINESS (MUTCD#R1.1) CURRENT USE........................... VACANT ALUMINUM TIES(TYP) N.T.S. PROPOSED USE......................... CONTRACTOR'S BUSINESS ?e e PROPOSED FOOTPRINT........... 22,020 SF C'i co LANDSCAPE/NATURAL AREA... 44,945 SF PAVE MENTICON CRETE AREA... 44,883 SF Ile 1/4"RADIUS EDGE OF PAVEMENT OF FACE OF CURB 2'-0"- EXPANSION JOINT FILLER WHEN FINISH GRADE CURB IS ADJACENT TO SIDEWALK. WHITE PAINTED T I F-2"MIN FINISH GRADE 1"BELOW TOP OF 24" LACK VINYL r-,7-1 112"RADIUS (MIN.) STOP LINE C? CURB IN ALL LAWN AREAS.FLUSH &4 A ED MESH WHERE REVEALED 0.5 IN ALL SIDEWALK AREAS. # COATED o T z I.1 I I z /1 0 -5 8- SCH.40 GALV. II IIIN NOTES: '77 zo I I ZO V] 41 1.CONTRACTOR TO APPLY 2 COATS OF PAINT BOTTOM RAIL A. BLACK VINYL COATING r .-I PAVEMENT 2.LOCATE AT EDGE OF PARKING SPACE SEP 2 9 2025 1,U. 11A . . I f T.9" L-j-'J SOUTHOLD TOWN C11 PLANNING SOARD ���ONCRETE PAINTED RESERVED PARKING SYMBOL 10"(TYP) N.T.S. WHITE PAINT Ca -CONCRETE 4000 PSI AT 28 DAYS 0 6%0" HIGH CHAIN LINK FENCE U_ N.T.S. 1/4"RADIUS 0 ALL PAINT TO BE FAST DRYING TRAFFIC PAINT,MIN.2 COATS OF LU .A CONCRETE CURB- PAINT, MEETING THE REQUIREMENTS OF AASHTO M24B TYPE F, PAINT SHALL BE APPLIED AS SPECIFIED BY THE MANUFACTURER C? U_ A z _j 0 Of I-- 1­-8'MIN zo LU z ON-SITE PAINTED TRAFFIC ARROW DETAIL Uj EXISTING ASP TACK COAT/1.5"THICK ASPHALTIC CONCRETE GRADE z nE N.T.S. HALT ON-SITE CONCRETE CURB NOTES: Uj w PAVEMENT TO REMAIN NYS TYPE 6F WEARING COURSE 1. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL 0 > Uj < z CL U_ CONDITIONS SHALL BE BACKFILLED WITH 3/4"CLEAN CRUSHED STONE. < 2. EXPANSION JOINTS SHALL BE PROVIDED AT EQUAL DISTANCES OF NOT MORE THAN 15, 1 0 6 09/12/25 JR REV.PER TOWN COMMENTS DATED 9/11/25 AND AT ALL STORM SEWER INLETS.JOINTS SHALL BE FILLED WITH PREFORMED EXPANSION OADWAY CENTERLINE WHITE PAINT JOINT FILLER,1/2"THICK.THE JOINT SHALL BE RECESSED 1/4"FROM THE TOP AND FRONT 5 08/29/25 JR MISCELLANEOUS REVISIONS Uj PAVEMENT MARKING NOTES: YELLOW PAINTED STRIPING(TYP.) . . ......... ........ . ........ OF THE CONCRETE CURB.CAULKING SHALL BE PROVIDED ABOVE EXPANSION JOINT,FLUSH 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS A 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING ALL PAVEMENT MARKINGS AT THE SITE TO WITH TOP OF CURB. A 3 05106/25 JR UNAFFECTED SHEET N7 N. 3. PAVEMENT REPAIR TO BE PROVIDED AS NEEDED FOR CURB REPLACEMENT. 4" LIKE KIND CONDITIONS. 4. THE TOP OF CURB (AT THE OUTSIDE OR NON-EXPOSED FACE)AND THE FLOW LINE OF .O"THICK ASPHALTIC CONCRETE CONCRETE GUTTER SHALL NOT VARY MORE THAN 0.01 FT.FROM A 10 FT.STRAIGHT EDGE 2'-0" 2_� �--4'(TYP.) 2 05101/25 JR REV.PER SCDPW&HEALTH DEPARTMENT 95%STANDARD PROCTOR 1 2. ALL PAVEMENT MARKINGS, PARKING STALLS, PAINTED ISLANDS, FIRE LANE STRIPING, DIRECTIONAL COMMENTS COMPACTED STABILIZED SOIL BASE NYS TYPE 3 DENSE BINDER COURSE PLACED LONGITUDINALLY ALONG THE CURB OR AT THE FLOW LINE OF THE GUTTER. 1/4"EXPANSION JOINT NOTE: PAVEMENT MARKINGS TO BE INSTALLED IN LOCATIONS SHOWN ON THE PLANS ARROWS ETC SHALL BE INSTALLED IN THE SAME SIZES AND AT THE SAME LOCATIONS AS PER 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS 0'. 5. THE FACE OF CURB SHALL NOT VARY MORE THAN 0.03 FT.FROM A 10 FT.STRAIGHT EDGE EXISTING CONDITIONS&AS SURVEYED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. I V6 THICK CRUSHED STONE I RECYCLED PLACED LONGITUDINALLY ALONG THE FLOW LINE. INSTALLATION OF THE PAVEMENT MARKINGS SHALL NOT RESULT IN MORE OR LESS PARKING STALLS. NO. DATE I BY I DESCRIPTION CONCRETE AGGREGATE(RCA) 6. THE ELEVATION OF THE TOP OF CURB OR FLOW LINE OF GUTTER SHALL NOT VARY MORE ON-SITE CONCRETE CURB TAPER DETAIL ON-SITE STOP BAR & LEGEND NYS TYPE 45-RCA BASE COURSE THAN 0.02 FT.FROM THE TRUE ELEVATION LAID OUT IN THE FIELD BY THE ENGINEER. N.T.S. N.T.S. 3. THE CONTRACTOR SHALL INSPECT THE SUBSTRATE AND CONDITIONS PRIOR TO THE INSTALLATION OF THE PAVEMENT MARKINGS,AND NOTIFY THE ENGINEER IN WRITING OF CONDITIONS DETRIMENTAL TO REVISIONS ON-SITE ASPHALT ON-SITE CONCRETE CURB DETAIL THE COMPLETION OF THE WORK. N.T.S. PAVEMENT SECTION 4. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN TWO (2) COATS. THE SECOND COAT SHALL BE N.T.S. INSTALLED 30-DAYS AFTER THE FIRST COAT. 6%0"HIGH SOLID PVC FENCE 10, .0 5. ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE MOST RECENT VERSION OF THE AMERICANS WITH DISABILITIES ACT STANDARDS FOR ACCESSIBLE DESIGN. THE CONTRACTOR SHALL NOTIFY THE 777 ENGINEER IN WRITING IF IT IS DETERMINED THAT THE ORIGINAL STRIPING PLAN DOES NOT MEET THESE REQUIREMENTS PRIOR TO THE START OF WORK. 4 % 6"0 BOLLARD 4-4 1. '4 �IVIL I A,11,E F =R1 RAY IRON(CL35)DRAINAGE STRUCTURE SETS BY EJ -4 4 :4 A C1 EA DUTY PITCH SLAB f=VNyEDDCOVEGR SET MODEL No.:V1600-3 RG REVICPH2 CV UND RATE SET MODEL No.:V3600-3 RG REVICPH2 CV LIND 1%MIN TO DOORS A 664 BLUE POINT ROAD, UNIT B ROUND G HOLTSVILLE, NEW YORK 11742 OR APPROVED EQUALS 4 4; CONCRETE CHIMNEY OR BRICK ADJUSTMENT • (631) 96I-0506 www.KeyCivilEngineering.com WF x 12"LG.PIN HD.BOLTS FINISHED GRADE'� z H NUTS&LOCK WASHERS N\5"0 LINE POST(TYP) T STME mi "CONCRETE TOP TO A PROJECT NAME WITH 4 24'- SUPPORT H-20 VEHICULAR 30" A 5"0 GATEPOST(TYP 15"O ADS N-12PIPE C') LOADING,4000 PSI AT 28 DAYS . 1- :4. PROPOSED 4 1 SEE SITE PLAN FOR SIDEWALK WIDTH WHITE TEXT-,, e . ' . . : . r% A 4 . A 4"THICK CONC.WALK 6x6-6x6 VVWF -JOINT FILLER KA m mu N • A 4 4000 PSI 28 DAY PCC PITCH TO CURB (SEE EXPANSION �A 93 r_3 on PI CONT CTOR'S E31 ISPIESS [13 =0 117-71 117-71 IE= 037 • • JOINT DETAIL) &ft 03 C3 [E-7 93 • BUILDINGS1 A A4 RAINAGE RINGS SHALL BE WRAPPED 93 17771 [11= 00 RED BACKGROUND-' 4 A '4. A WITH GEOTEXTILE FILTER FABRIC '4 705 COUNTY ROAD 48 •.4 4 BACKFILL UNDER,AROUND AN 93 =0 MATTITUCK, NY 11952 TOP OF DRYWELL WITH CLEAN : a3 r-3 I a3 GRANULAR GRAVEL AND SAND 0 4 4 • TOWN OF SOUTHOLD, COUNTY OF SUFFOLK • A 4 COMPACTED SUBGRADE(95%MIN COMPACTION, < `1 13: 93><M-3 117771 17-3 w A 4 6"MIN COMPACTED DIST.1000, SECT.: 113, BLOCK: 12, LOT: 13 o A MIN.6"OF SELECT GRANULAR FILL OR a3'r-3 r7 =)I Im 4 • 31CCLEAN WASHED STONE 9 ACCEPTABLE EXISTING MATERIAL,AOBE. OR APPROVED EQUAL DRAWING TITLE r-1 r-7 z, 4 [13�11 9= 11771 01 0 4 C14 Cl) ................. -6"CONCRETE MAT LU A ;�.4 . - . . • I 4 :A. (4,000 PSI AT 28 DAYS) L, U01 . . E3 117771 U WHITE BACKGROUND---- 4 (D WITH 6"X 6"WWF 4"CONC.SIDEWALK WITH W.W.F,- 112'RADIUS(TYP.) 1,,IAX.1 13 Z_3 11771 r-n <1 0- .'A A� 4 A' A, 03 r-3 17711 1 93 RED--' DETAIL SHEET FD D3 C3 1 113 4 A- 0 > E3 E3 U-1 U) 4. of 1 13 4 LU BLACK SYMBOL---' SECTION B-B Uj 0 MIN PLAN DATE: 01/27/2025 LUCOMPACTED on IT771 177 =71 = 93 SECTION A-A 314"CLEAN WASHED STONE CAULKING rr-TI 17711 = = 9:= 03 -- OR APPROVED EQUAL 114" a3 r-3 r-n EFE-=F IZ:3 a3 -3'-O"MIN 11wil B BUILDING A SCALE: N.T.S. r_3 177 1113 131 LU PROJECT NUMBER:C) -7 U3 24216 w A r-3 lr= r > 5"0 POST 0 w m D z W 112"x C PRI'MOULDELD EXPANSION GALVANIZED U CHANNEL POST- 5112"PVC TOP RAIL rDOUBLE GATE /-6'"WIDE SOLID CONCRETE 114" DRAWING BY: JR VARIES GROUNDWATER� INSTALLED IN 6"DIAMETER CONCRETE < �r \ - Ln FLAT CAP SIDEWALK ETE 2" LATCH PVC BOARDS PITCH 2%(MAX.) JOINT SONOTUBE.3'MIN. 0 EXPANSION JOINT DETAIL CHECKED BY: DP EMBEDMENT DEPTH zn "I 0 0 0 1/4" APPROVED BY: MID 6'-O'MIN.PENETRATION INTO AVIRGI I , 0.... 1 B STREET EXPANSION JOINT EVERY 15(SEE z,-z ell YX ALTERATION OR ADDITION TO THIS STRATA OF SAND AND GRAVEL SEAL& SIGNATURE: DETAIL) DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A CONTROL JOINT EVERY 5'(SKIP WHEREVER EXPANSION J01NT- NEW ), VIOLATION OF SECTION 7209, ON-SITE DRYWELL DETAIL SEE DETAIL) \_112"RADIUS TOOLED JOINT D SUB-DIVISION 2,OF THE NEW YORK N.T.S. - PLAN CONTROL JOINT DETAIL FILor STATE EDUCATION LAW FINISH GRADE NOTE: NOTE: "STOP" SIGN DETAIL 4,000 PSI CONCRETESHALLMEETTHEREQUIREh1ENTSOFTHENEWYORKSTATEDEPARTMENTOFTRANSPORTATIONSTANDARO t� DRAWING No: 1) DESIGN COMPRESSIVE STRENGTH=4,000 P.S.I.@ 28 DAYS AASHTO H-20 LOADING z 2"MIN J CONCRETE 7 SPECIFICATIONS FOR ITEM 608.01,01 2) SEAL PIPE OPENINGS WITH NON-SHRINK GROUT w 3) PROPOSED STROMWATER PIPING TO BE 15-DIA.CORRUGATED HDPE UNLESS NOTED. "NO LEFT TURN" SIGN DETAIL 'A AT 28 DAYS NOT 'At-ED . Cl) (R4-20) 5 1/2"PVC BOTTOM RAIL :.r CONCRETE SIDEWALK DETAIL N.T.S. L (FOR USE ON-SITE) 0815 M N.T.S. C-1 0 ELEVATION t1000 - LALUM PVC TRASH ENCLOSURE DETAIL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER N.T.S. OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILOTTA, P.E. PAGE No: ANY DETAIL NOT PROVIDED IN THIS PLAN SET. NEW YORK STATE PROFESSIONAL ENGINEER #081558 10 OF 11 YAKey CivikProjects12024124216_Ron Kuoppala-705 County Road 48._Mattituck\Drawings\Key Civil\24216-2025,09.12-SPP-6-TR-1.dwg a9 ¢" STTE�/ T S 6" WHITE EDGE LINE 1Vi ° M as 10'-0' RETICULATED BAR GRATE MIN. '. - Y4" X J18"DEEP SCORED JOINT GENERAL NOTES: WITH TOOLED EDGES, TYP. 1. THESE SHEETS ARE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA), AND THE TYPE A CURB, I REQUIREMENTS OF THE 2013 PROPOSED ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE TYP. lNE BROOM PUBLIC RIGHT OF WAY (PROWAG). ' FINISH TW. 2. THE DIMENSIONS SHOWN IN THE DETAILS AS MINIMUMS AND MAXIMUMS ARE THE LIMITS FOR DESIGN AND CAST IN PLACE I EXISTING ASPHALT TACK COAT FIELD LAYOUT.FOR WORK ACCEPTANCE VALUES SEE "CRITICAL ELEMENTS FOR THE DESIGN, LAYOUT, AND DETECTABLE PAVEMENT TO REMAIN ACCEPTANCE OF PEDESTRIAN FACILITIES" ON SHEET 11 OF 12 AND SHEET 12 OF 12. WARNING TILE,TYPICAL A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ELEVATIONS AND DIMENSIONS o (� ENSURE THAT THE FINAL LAYOUT SURVEYWORKNECESSARY TO MEET PEDESTRIAN FACILITIES MEETS A THESE REQUIREMENTS TS SHALL BEP PAID FOR UNDA DER ITEM IREMENTS. ANY s 625.01 - ,a ® Map data C2024 Terms Report a map error ZERO REVEAL :•' .i4 SURVEY OPERATIONS. A CONTRACT CONTROL PLAN IS NOT NECESSARY FOR WORK LIMITED TO CONC. 0 PED. % SIDEWALKS AND CURB RAMPS { - { :;:- { -: { -: ' .:.::=Y;; . = LF ;I VICINITY M CROSSING, TYP. . , �` ;; � m:.l' i'�::�'i:':�:i - '• 3. FACILITIES THAT CANNOT BE CONSTRUCTED TO MEET THE DESIGN STANDARDS, DUE TO DESIGN AP ..::.........: .. 1 CONSTRAINTS, SHALL BE CONSTRUCTED TO MEET THE STANDARDS TO THE GREATEST EXTENT PRACTICABLE. N.T.S. sroP SIGN T � :--- , �. _.; i , FEATURES THAT CANNOT MEET THE VALUES FOR WORK ACCEPTANCE SHALL BE JUSTIFIED AS NONSTANDARD ONE WAY R1-1, 30'JC30" S I�P PER HIGHWAY DESIGN MANUAL CHAPTER 2. �. ALL TRAFFIC I R6-1, 48 X18 R4-20, 24')C30" j 4"THICK ASPHALTIC CONCRETE BINDER 2"THICK ASPHALTIC CONCRETE 4. TO CHECK FIELD LAYOUT AND TO VERIFY WORK ACCEPTANCE, ALL MEASUREMENTS SHALL BE MADE IN PROJECT DATA 12" WHITE I COURSE(NYS DOT TYPE 3) SURFACE COURSE(NYS DOT TYPE 6F) ACCORDANCE WITH THE "NOTES ON INSPECTION METHODS WEASUREMENTY' ON SHEET 11 OF 12. ONE WAY 24" THERMOPLASTIC AU, ' TAX MAP NUMBER..................... Dist.1000,Sec t.113,Block 12,Lot 13 EDGE LINE I STOP BAR S 6"THICK CRUSHED STONE/RECYCLED 95%STANDARD PROCTOR 5. JOINTFROM ABRUPT£VERTICALIACHANGES GREATE CURB R THN TURNING4". VERTICAL SURFACES SHALL BE FLUSH AND DISCONTINUITIES BETWEENEJ' SITE AREA.................................. 111,848 SF(2.57 Acres) CONCRETE AGGREGATE(RCA)BASE COURSE COMPACTED STABILIZED SOIL BASE AND %" SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. THE BEVEL SHALL BE APPLIED ONE WAY WHITE ACROSS THE ENTIRE JOINT. SEE "VERTICAL SURFACE DISCONTINUITIES" DETAIL ON SHEET 2 OF 12. ZONING....................................... LB LIMITED BUSINESS R6-1, 48'X 18" CROSSHATCH 4' 12" YELLOW TO MEET 6. SIDEWALKS ARE CONNECTED TO ROADWAYS BY BLENDED TRANSITIONS OR CURB RAMPS. BLENDED MIN. 12" WHITE EDGELINE CURRENT USE........................... VACANT PAVEMENT RESTORATION DETAIL TRANSITIONS ARE CONNECTIONS BETWEEN THE SIDEWALK LEVEL AND THE ROADWAY LEVEL THAT HAVE A �(E WAY AT FLOWLINE " � MAXIMUM GRADE (RUNNING SLOPE) OF 57. CONNECTIONS WITH A MAXIMUM GRADE (RUNNING SLOPE) GREATER PROPOSED USE......................... CONTRACTOR'S BUSINESS �5 YELLOW (SCDPW STANDARDS) THAN 57 ARE CONSIDERED CURB RAMPS. PROPOSED FOOTPRINT........... 22,020SF 1 N.T.S. 7. CURB RAMPS AND BLENDED TRANSITIONS MAY REQUIRE THE INSTALLATION OF DETECTABLE WARNINGS. SEE ADDITIONAL "DETECTABLE WARNING NOTES" AND THE DETAILS ON DIMENSIONS AND ORIENTATION ON SHEET LANDSCAPE/NATURAL AREA... 44,945 SF YELLOW a 2 OF 12. 12" WHITE l0 8. GRADE BREAKS WITHIN THE PEDESTRIAN ACCESS ROUTE SHOULD BE PERPENDICULAR TO THE DIRECTION OF PAVEMENT/CONCRETE AREA... 44,883 SF EDGE LINE TRAVEL AND SHALL NOT BE ROUNDED. VERTICAL ALIGNMENT SHALL BE GENERALLY PLANAR. PED. ACCESS ROUTE 9. MATERIAL DEPTHS SHOWN ON THESE SHEETS ARE TYPICAL MINIMUM VALUES AND MAY BE DIFFERENT IN BUFFER ZONE SIDEWALK WIDTH-, SLOPE TRANSITION THE CONTRACT DOCUMENTS. SIDEWALK GRADEOR 5% FOR WORK WIDTH VARIES 44" MIN. MATERIAL AND 10. ACCEPTANCE, EXCEPT"NING WHENSMATCHINGALL I TOOEX STINGDSIDEWALK4.5% RORESIGN WHEN THE ADJANDOUT CENT HIGHWAY GRADE YELLOW CROSSHATCH (SEE NOTE 13) WIDTH VARIES IS STEEPER THAN 5%. WHEN THE ADJACENT HIGHWAY GRADE IS GREATER THAN 5%, THE SIDEWALK GRADE 11 IE INTO SHALL NOT EXCEED THE HIGHWAY GRADE. o G319CC���IL�D FLOW LINE EXISTING GROUND 11. THE CROSS SLOPE OF PEDESTRIAN ACCESS ROUTES SHALL BE 1.5% MAXIMUM FOR DESIGN AND LAYOUT, AND WHITE Z I ��� (TYP.) �� (TYP.) 2% MAXIMUM FOR WORK ACCEPTANCE. THE FOLLOWING EXCEPTIONS ARE ALLOWED: CROSSHATCH i CURB (TYPE VARIES) A. WHERE PEDESTRIAN STREET CROSSINGS ARE PROVIDED AT INTERSECTIONS WHERE THERE IS NO YIELD SEP 2 9 2025 3 S. (SEE 609 SERIES STANDARD SHEETS) -" rr OR STOP SIGN, OR WHERE THERE IS A TRAFFIC SIGNAL THAT IS DESIGNED FOR THE GREEN PHASE, SOUTHOLD TOWN O -y. THE CROSS SLOPE OF A PEDESTRIAN ACCESS ROUTE CONTAINED WITHIN A STREET CROSSING PLANNING BOARD Al 1.5% M Stop ACCEPT(CROSSANCE.SHALL BE 4.5% MAXIMUM FOR DESIGN AND LAYOUT, AND 5'/. MAXIMUM FOR WORK B. WHERE MIDBLOCK PEDESTRIAN STREET CROSSINGS ARE PROVIDED, THE CROSS SLOPE OF A PEDESTRIAN ACCESS ROUTE CONTAINED WITHIN A MIDBLOCK STREET CROSSING SHALL BE PERMITTED I s TO EQUAL THE STREET OR HIGHWAY GRADE. 12. THE MINIMUM THE CR . THE DEPARTMENT'S CPREFER ED CLEAR WIDTH LEAR WIDTH FOR RIS 5'-0". WHEN WALKWAY S ROUTES IS 'WIIDT SXARE LESSF FTHAN 5U0$. 5'0" x 54" PASSING SPACES (SHOWN IN DETAIL A OR B ON THIS SHEET), OR A FEATURE OF EQUAL OR GREATER ADA COMPLIANT DIMENSIONS THAT MEETS THE SLOPE AND SURFACE CRITERIA, SHALL BE PROVIDED AT A MAXIMUM INTERVAL OF 200'. EXISTING DRIVEWAYS AND STREET CROSSINGS MAY SERVE AS PASSING SPACES, HANDICAP RAMP, SURFACE TYPE(SEE NOTE 13) 6' SUBBASE REQUIRED (SEE NOTE 6" MIN. SUBBASE, WHEREPROVIDED THEY MEET SLOPE AND SURFACE REQUIREMENTS FOR A FEDESTRIAN ACCESS ROUTE. l 13. THE BUFFER ZONE IS A PHYSICAL DISTANCE SEPARATING THE PEDESTRIAN ACCESS ROUTE FROM THE 5'-0" WIDE 6" MIN. SUBBASE, `� VEHICLE TRAVELED WAY. THE BUFFER ZONE MAY BE PLANTED OR PAVED. WHERE THE BUFFER ZONE WIDTH, WHERE 4 CONCRETE SIDEWALK EXCLUSIVE OF CURB, IS LESS THAN 3'-0", THE SURFACE SHOULD BE PAVED OR CONSTRUCTED WITH CONC. SIDEWALK REQUIRED (SEE NOTE 9) (6" AT DRIVEWAYS) HARDSCAPE MATERIALS. I � Ee 14. THE MAXIMUM RECOMMENDED CROSS SLOPE OF A TURF BUFFER ZONE OR SLOPE TRANSITION BEHIND 6 09/12/25 JR REV.PER TOWN COMMENTS DATED 9/11/25 SEE PAVEMENT 6 SIDEWALK IS 257 BUFFER ZONES WITH A CROSS SLOPE GREATER THAN 25% SHOULD BE PAVED, PLANTED 12" WHITE RECONSTRUCTION OPTIONS OR CONSTRUCTED WITH HARDSCAPE MATERIALS. 5 08/29/25 JR MISCELLANEOUS REVISIONS EDGE LINE A AND B ON THIS SHEET VARIES 15. WHEN CROSSING DRIVEWAYS, THE WORK SHALL BE IN CONFORMANCE WITH STANDARD SHEET 608-03. 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS 16. FOR PEDESTRIAN SIGNALS AND PEDESTRIAN PUSH BUTTONS, REFER TO SHEET 12 OF 12 AND STANDARD SHEET 680-10 FOR DETAILS. 3 05/06/25 JR MISCELLANEOUS REVS. 17. WHERE EXISTING ROADWAYS ARE SAWCUT TO INSTALL CURBING AND/OR SIDEWALK. THE ROADWAY SHOULD REV.PER SCDPW&HEALTH DEPARTMENT „ „ BE SAWCUT AT LEAST 2'-0" FROM THE PROPOSED CURB LINE TO ALLOW FOR ADEQUATE COMPACTION OF 2 05/01/25 JR COMMENTS RIGHT WRIGHT OUT STREET TYPE ACCESS TYPICAL OFF-SITE SIDEWALK CROSS ASPHALT, IF THE SAWCUT IS LESS THAN 2'-0" FROM THE PROPOSED CURB LINE, THE ROADWAY SHALL BE REBUILT USING CLASS A, C, OR D CONCRETE. SEE DETAILS ON SHEET 9 OF 12. 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS N.T.S. SECTION CURBED WITH BUFFER ZONE N.T.S. NO. DATE BY DESCRIPTION REVISIONS �► r• CIVIL . •`� . ,.� •* x PIN HD.BOLTS WITH NUTS&LOCK WASHERS 664 BLUE POINT ROAD, UNIT 30" HOLTSVILLE, NEW YORK 11742 (6311 961-0505 + WHITE TEXT--,, www.KeyCivilEngineering.com WHITE BACKGROUND ------------------------_------.........---- __-.............--..._ ALIII PROJECT NAME • • ^. �. TRAFFIC BLACK LETTERS 1 R®f OSED �.. RED BACKGROUN U'%,NEWAY BLACK BORDER T/ CONTMACT , GENERAL NOTE: BLACK SYMBOL c CURBS SHALL CONSIST OF CLASS D CONCRETE,REQUIRE AN EXPANSION JOINT EVERY 20'WITH A SAWCUT EVERY 10'AND NOT REQUIRE ANY REINFORCEMENT. "ONE WAY" SIGN DETAIL "ALL TRAFFIC" SIGN DETAIL (R6.1R) (R4.20) "STOP" SIGN DETAIL 705 COUNTY ROAD 48 N.T.S. N.T.S. (R1'1) MATTITUCK, NY 11952 CONCRETE CURB DETAIL N.T.S. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK (SCDPW STANDARDS) DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 N.T.S. DRAWING TITLE SCDPW HIGHWAY DETAILS DATE: 01/27/2025 SCALE: N.T.S. PROJECT NUMBER: 24216 DRAWING BY: JR CHECKED BY: DP APPROVED BY:: MP SEAL & SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED O� PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, t! �� FILO T�O� SUB-DM 2,OFTHE NEW YORK I STATE EDUCATION LAW DRAWING No: � u.1 w NOT BALED n (7 Z' 0815 P� C-11 p�OF'E CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILOTTA, P.E. PAGE No: ANY DETAIL NOT PROVIDED IN THIS PLAN SET. NEW YORK STATE PROFESSIONAL ENGINEER #081558 11 OF 11 YAKey CivihProiects12024124216_Ron Kuoppala 705 County Road 48_MattitucklDrawingslKey Clvil124216_2025.09.12_SPP-6_TR-t.dwg