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HomeMy WebLinkAboutSite Plan Rec'd 6.2.25 NO PHYSICAL POSSESION GENERAL SITE NOTES LAND NOW OR FORMERLY OF ZONF: R-80 RESIDENCE ZONE:R-80 RESIDENCE DAMES H. JACOBS JR. & SHARON M. JAC013S LISF_':RESID1­-.NCF USE:RESIDENCE S.C.T.M. 1000-113-12-10.2 1. UNSUITABLE MATERIAL,CONSTRUCTION DEBRIS,EXCESS SOILS,ETC.SHALL BE PROPERLY REMOVED AND DISPOSED OF SINGLE FAMILY RESIDENCE OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND LAWS, LAND NOW OR FORMERLY OF THOMAS R. TALBOT 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, STANDARDS AND SPECIFICATIONS FOR EROSION&SEDIMENT CONTROL TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS ► ITEo" 0 0 FROM WASHING ONTO ADJACENT ROADWAYS AND PROPERTIES. 0 0 0 C 3. ALL ON-SITE CONCRETE SHALL BE IN CONFORMANCE WITH ACI PROVISIONS. ALL CURSING SHALL BE CONCRETE UNLESS 0 0 0 OTHERWISE NOTED. % 0 rx) 0 4. RELOCATION AND/OR REMOVAL OF EXISTING UTILITY POLES, TRAFFIC SIGNS, ETC., SHALL BE COORDINATED BY THE 0 PROP I0'X10' CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFYING THEIR PRESENCE. 8 `��EXIST.WOODED 0 {6'HIGH 0 48 0 0 REMAIN TRASH ENCLOSURE 0 0 BUFFER AREA T 0 5. WORK WITHIN THE R.O.W. OF MIDDLE COUNTRY ROAD SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE PVC FENCE) 0 ON CONIC.PAD co REQUIREMENTS OF SUFFOLK COUNTY REGULATIONS. "icy 0 o 48 V-) 6. ALL TRAFFIC CONTROL DEVICES, I.E. SIGNALS, SIGNS, AND PAVEMENT MARKINGS SHALL BE INSTALLED IN R201 uni R30' CONFORMANCE WITH THE GUIDELINES OF THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND 0 5 R3 AS DIRECTED BY THE TOWN OF SOUTHHOLD,DIVISION OF TRAFFIC SAFETY, ALL PAVEMENT MARKINGS REQUIRED SHALL ROP. ASPHALT--�� BE THERMOPLASTIC NYSDOT SPECIFICATIONS)UNLESS OTHERWISE NOTED ON PLAN, 0 PAVEMENT 0 0 RIO' /_9P R8' R5' 0 2 7. CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE FREE 19 R5' R15' FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL DETERMINE PROP.10'X 10" RT EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUTTING IN ORDER TO PERFORM THE WORKSCOPE DEPICTED ON (6'HIGH PVC FENCE) 25.71, TRASH ENCLOSURE THE PLANS. TWO FT MINIMUM FROM CURBS, PADS, WALKS, AND WALLS TO PERMIT PROPER COMPACTION OF THE REPLACED SURFACES. ON CONIC.PAD R3' 10 '1�4?1011 R18' 0 0 0 8. REMOVAL INCLUDES, BUT IS NOT LIMITED TO, CURBING, PAVEMENT, UNSUITABLE MATERIALS, AND UNDERGROUND PIPING. QUESTIONABLE ITEMS ENCOUNTERED(ABOVE AND/OR BELOW GRADE)SHALL BE BROUGHT TO THE ATTENTION a map error R2' OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE. Map Terms Report 9. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO EXISTING VICINITY MAP 0 FOUNDATIONS AND OTHER STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE N.T.S. 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 0 0 OR DISTURBANCE DUE TO SUBJECT WORKSCOPE SHALL BE REPAIRED TO LIKE-KIND CONDITIONS AT THE !q0- PROP. ADA&'VAN PROJECT DATA ZONING DISTRICT:LB LIMITED BUSINESS ACCESSIBLE'SIGNS(TYP.OF 2) CONTRACTOR'S EXPENSE. ITEM SECTION PERM ITTEDIREQU I RED PROPOSED TAX MAP NUMBER..................... Dist,1000,Sect.1 13,Block 12,Lot 13 PROP.'NO PARKING 10. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC DURING SITE AREA.................................. 111,848 SF(2.57 Acres) ANYTIME'SIGN 280 REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL, ACCESS, AND SAFETY PROVISIONS WITHIN THE R.O.W. AND ACCESS 0 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 "o. MENT4 CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL DETERMINE APPROPRIATENESS OF REMOVAL ACTIVITIES CURRENT USE........................... VACANT 280 AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND SAFETY OF THE PUBLIC UNTIL PERMANENT 5? COMPONENTS/REPLACEMENTS CAN BE INSTALLED. PROPOSED USE......................... CONTRACTOR'S BUSINESS 11<10�1 -0, MINIMUM LOT WIDTH ATTACH 175' 300' 0 PROPOSED 1-STORY MENT4 PROPOSED FOOTPRINT........... 22,020 SF 11. IF SHORING AT A DEPTH GREATER THAN 5'IS REQUIRED TO ACCOMMODATE CONSTRUCTION ACTIVITIES, IT SHALL BE CP BUILDING 280 THE CONTRACTOR'S RESPONSIBILITY TO RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN THE REQUIRED LANDSCAPE/NATURAL AREA 47,961 SF R3' CONTRACTOR'S RT MINIMUM LOT DEPTH ATTACH 200' 400.03' SHEETING AND SHORING DETAILS.SHEETING SHALL BE IN CONFORMANCE WITH OSHA REQUIREMENTS. PROP. CONS.CURB BUSINESS MENT4 PAVE MENTICONCRETE AREA 41,867 SF (TYP.) 11,010SF A9 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION,SIZE,TYPE,AND DEPTH OF UTILITIES, Cp 0 R3' 10 PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MUST CONTACT THE APPROPRIATE MAXIMUM FRONT YARD 280-43 A 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 00-100 PROPOSED 1-STORY MINIMUM SIDE YARD ATTACH 20' 54' SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS,ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND BUILDING MENT 4 ACCESSIBLE IN THE FIELD,AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED PROP.'NO PARKING CONTRACTOR'S ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY ANYTIME'SIGN BUSINESS 280 COMPANIES PRIOR TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES PROP. ADA&'VAN 11,010 SF MINIMUM REAR YARD ATTACH 75' 75' JUN 0 2 2025 eR 0 MENT4 DISTURBED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. ACCESSIBLE'SIGNS 1000 SOUTHOLD TOWN O " 2y ,,.++'" ''� W W W ` 280 PLANNING BOARD 13. THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL OF .1001 LANDSCAPE AREA ATTACH 35% 42.9%(47,961 SF) STRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, FROZEN NIS 0-00 MENT4 MATERIALS,ROOTS AND OTHER ORGANIC MATTER. STONES USED SHALL NOT BE LARGER THAN 6 INCHES IN DIMENSION. Q, ROP.CONC.CURB PRIOR TO PLACEMENT OF FILL MATERIALS,UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE THAT AREAS TO (TYP.) 280 MAXIMUM LOT REE OF STANDING WATER,FROST,FROZEN MATERIAL,TRASH AND DEBRIS. PLACE FILL MATERIALS IN PROP. CONCRETE ATTACH 20% 19.7%(22,020 SF) BE FILLED ARE F NO PHYSICAL POSSESION COVERAGE MENT4 HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% LAND NOW OR FORMERLY OF SIDEWALK GULLY REALy. OPTIMUM DENSITY. GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. LLC S.C.T.M- 1WO-113-12-12 4�- PROP. CONCRETE ZONE:PROTECTED MAXIMUM BUILDING 280 REFER TO GEOTECHNICAL REPORT IF PROVIDED)FOR FURTHER RECOMMENDATIONS. REFER TO GRADING PLAN FOR VACANT A�­ SIDEWALK HEIGHT ATTACH 3572 112 STORIES 18'(1 STORY) PROPOSED SURFACE ELEVATIONS. MENT4 RT R20' 14. UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, SHALL BE EMPTIED, CLEANED AND REMOVED FROM THE SITE IN ZONE:LB LIMITED BUSINESS R5' A PROJECT SHALL BE DIVIDED INTO SEPARATE ACCORDANCE WITH FEDERAL,STATE,COUNTY,AND LOCAL REQUIREMENTS. USE:VACANT • S.C.T.M. 1000-113-12-14 STRUCTURES SO THAT NO SINGLE STRUCTURE LAND NOW OR FORMERLY OF SHALL HAVE MORE THAN 60 LINEAR FEET OF PROP. CONC.CURB *0 0 TOWN OF SOUTHOLD 15. PROPOSED TREE PROTECTION FENCE TO BE INSTALLED BEFORE THE START OF REMOVAL ACTIVITIES AND TO BE (D (TYP.) R33' VACANT MIN.STRUCTURE FRONTAGE ON ONE STREET.THE SETBACKS OF REMOVED AFTER CONSTRUCTION IS COMPLETE.REFER TO LANDSCAPE PLAN FOR DETAILS, 0, FRONTAGE 280-50-C MULTIPLE STRUCTURES ON A PARCEL MAY VARY, COMPLIES 0 R2 R15' R15' 0 0 PROVIDED THAT THE AVERAGE SETBACK OF THE R15' 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES m ROP.ASPHALT STRUCTURES MEETS THE SETBACK REQUIRED REGARDING MATERIALS AND INSTALLATION OF PROPOSED WORK,FOR OBTAINING THE REQUIRED PERMITS,SIGN OFFS, PAVEMENT ABOVE AND ALL BUILDINGS ARE AT LEAST 75 AND CONSTRUCTION INSPECTIONS,ACCORDING TO GOVERNING BUILDING CODES AND DISPOSAL OF ALL MATERIAL IN /p FEET FROM THE RIGHT-OF-WAY. R45' -p 5rp ACCORDANCE WITH STATE AND LOCAL LAW. k1Q, IN ALL NONRESIDENTIAL DISTRICTS,THERE 3 05/06/25 JR UNAFFECTED SHEET R40' PROP. STOP SIGN V 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 0 (TYP.) %0 2 05/01/25 JR jW. # if 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' BUFFER 280-93-B SHALL BE ALSO BE A LANDSCAPED AREA SWIDE COMPLIES COST OF THE CONTRACTOR. 0 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS ABUTTING THE FRONT OF THE BUILDING IN ALL R25' _j PROP.CONC,CURB CID * PROP.CONC.CURB ' NON RESIDENTIAL DISTRICTS. 18. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS. N 0] DATE BY DESCRIPTION (TYP.) PROP.ALL TRAFFIC SIGN(R4-20) �7 .0 . (TYP.) * A BUFFER AREA SHALL BE REQUIRED ALONG ALL 19. SEQUENCE AND COORDINATION OF CONSTRUCTION IS SOLELY THE CONTRACTOR'S RESPONSIBILITY. BOUNDARIES OF A NONRESIDENTIAL LOT REVISIONS PRO'POSED C> * TRANSITION BUFFER 280-94- ABUTTING ANY LOT IN A RESIDENTIAL DISTRICT. 45' 20. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN A SUFFOLK COUNTY RIGHT-OF-WAY THE -EXIST.WOODED-t:_-, 30-- CD LANDSCAPE AREA AREA B(3) SUCH BUFFER AREA SHALL COMPLY WITH AT 0 * . . . LEAST THE FOLLOWING MINIMUM STANDARDS: APPLICANT/OWNER/DEVELOPER/CONTRACTOR MUST OBTAIN A RIGHT-OF-WAY WORK PERMIT FROM THE SCDPW, BUFFER AREA TO . * * * * - . . . . . . . DISTRICT:20 FEET AIL, . . . . . . . . . LIMITED BUSINESS REMAIN % . . M A: i t . . . . . . . . . . . . . . . . . 21. ANY UTILITIES INCLUDING POLES REQUIRED TO BE RELOCATED DUE TO THE INSTALLATION OF THE REQUIRED 5'WIDE FILL EASEMENT IN R35' * . . W IMPROVEMENTS SHALL BE RELOCATED AT THE EXPENSE OF THE APPLICANT/OWNER/DEVELOPER/CONTRACTOR. 0 R35' FAVOR OF COUNTY OF SUFFOLK 0 4-, 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 52S.6 I AREA B(6) MAINTAINED BY NEW YORK STATE,SUFFOLK 25.6' PROCESS OF CONSTRUCTION SHALL BE RESTORED AT THE APPLICANT'S EXPENSE TO AT LEAST THE SAME QUALITY AND 01 f-- S 87'16'40"W 300.0 COUNTY OR SOUTHOLD TOWN WITH CURRENT CHARACTERISTICS THAT EXISTED BEFORE CONSTRUCTION BEGAN. THE APPLICANT SHALL BE FURTHER RESPONSIBLE _N EDGE OF PAVE OR POTENTIAL USE AS PARKLAND:25 FEET. TO INSURE THAT, IN THE ROADWAYS ADJACENT TO THE CONSTRUCTION SITE,THESE MARKINGS,SIGNS AND SIGNALS, VENT ARE MAINTAINED DURING THE ENTIRE PERIOD OF CONSTRUCTION. IF REPLACEMENT OR UPGRADE IS REQUIRED,SAME MUST BE APPROVED BY THE SCWPW. CIVIL MIN10,11 RUMERISIME/3 PROP.STIC MEET EXISTING CURB AND PAVEMENT LASTIC PARKING CALCULATIONS 23. ALL ACCESSIBLE PARKING. CURB RAMPS,AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE 664 BLUE POINT ROAD, UNIT B FLUSH WITH NO TRIP HAZARD )P BAR REQUIREMENTS OF THE 202"0 NYS BUILDING CODE CHAPTER 1 I-ACCESSIBILTY,AND ICC/ANSI Al 17.1-2017. HOLTSVILLEj NEW YORK 11742 ......... ....... \�-PROP.THERMOPLASTIC APPROXIMATE LIMIT OF SAWCUT LINE ITEM SECTION PERMITTED/REQUIRED PROPOSED (631) 961-0506 SOLID WHITE LINE PROP.ONE WAY SIGN(R6-1) WHITE STRIPING (MEET EXISTING PAVEMENT FLUSH 24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH NO TRIP HAZARD) MINIMUM STALL SIZE 280-78-C 9'x 19' 91X191 WITH THE PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A www.KeyCivilEngineering.com -­--------------------------- S YELLOW LINE .............................. ..........................................------------------- 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 PROJECT NAME PROP.CONIC.CURB(SHALL CONSIST OF-/ MINIMUM AISLE WIDTH 280-78-C 22'MIN.WITH 90'PARKING 25WITH 90'PARKING THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY 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,REQUIRE EXPANSION 10'FOR COLLECTOR ROADS&15'FOR LOCAL REGULATIONS AND CODE. PROPOSED AND NOT REQUIRE ANY REINFORCEMENT) PROP.FULL DEPTH ASPHALT PAVEMENT IZ<X,� 48) JOINT EVERY 20'WITH A SAWCUT EVERY 10' ACCESS DRIVEWAY SECONDARY HIGHWAYS(ONE WAY) (SEE PAVEMENT RESTORATION DETAIL) AND NOT REQUIRE ANY REINFORCEMENT) WIDTH 20'FOR COLLECTOR ROADS&30'FOR 30'TWO-WAY 25. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST O.S.H.A.STANDARDS AND REGULATIONS, C01114TRACTOR'S BUSINIESS OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS 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 BUILDING%41) 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 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 BUILDING ADDITIONAL 10,000 SQUARE FEET OF FLOOR SOURCES AND DISPOSAL FACILITIES,CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO PROJECT ENGINEER AND AREA OR FRACTION THEREOF SO USED.IN OWNER PRIOR TO INITIATING WORK. DOOR LOCATION A ADDITION,ADEQUATE RESERVED PARKING FOR ENfE,X'r WAITING TRUCKS SHALL BE PROVIDED. 29. CONTRACTOR SHALL DOCUMENT,WITH PHOTOS,CRITICAL STAGES OF CONSTRUCTION AND PROVIDE TO ENGINEER OF SITE PLAN RECORD AT END OF CONSTRUCTION. OVERHEAD DOOR A LOCATION OH MINIMUM LOADING 280-79-B 151N WIDTH,45IN LENGTH,AND 14'CLEARANCE NOT APPLICABLE 30, THE CONTRACTOR SHALL PERFORM THE WORK AS SHOWN ON THE PLANS AND SPECIFIED HEREIN.THE PLANS SHOW SPACE SIZE CONCRETE CURB THE GENERAL SCOPE OF THE WORK AND DO NOT NECESSARILY SHOW ALL DETAILS REQUIRED FOR COMPLETE FINISHED DATE: 01/2712025 WORKING SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIALS AND LABOR AS SIGN MINIMUM NUMBER OF 280-78 CONTRACTOR BUSINESS 45 STALLS NECESSARY FOR THE CONSTRUCTION OF COMPLETE WORKING SYSTEMS. SCALE: ill = 30' STALLS 22,020 SF/1 SPACE PER 500 SF=44 STALLS 31. ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE(NEC). MANHOLE 00 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 MARKINC. 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: ARROW -4- RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. DP IV] VARIANCE REQUIRED 34. SIGNS TO BE FILED UNDER SEPARATE APPLICATIONS BY OTHERS. APPROVED BY: MP ACCESSIBLE MARKING PARKING SPACE SEAL& SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A COUNT VIOLATION OF SECTION 7209, tAF-W yo SUB-DIVISION 2, OF THE NEW YORK CONCRETE PAD pILOp STATE EDUCATION LAW. A�_ LANDSCAPE AREA DRAWING No: Uj LIJ 0 TREE GRAPHIC SCALE N L EALE 0 30 0 15 30 60 120 01 WOODED BUFFER LINE �r C 0 S 7\3 Know what's below. ( IN FEET ) Call before you dig. 1 inch = 30 ft. 1- - 7 -44 80 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 1 OF 11 Y.\Key CivMProjects\2024\24216..Ron Kuoppala-705 County Road 48-Mattituck0ralvingsWey Civil',242162025.05.06 SPP-3.dwg ::toe r. F GRADING & DRAINAGE NOTES S T1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. 1 1�4 0 2. STORMWATER RUNOFF COEFFICIENTS PER TOWN OF SOUTHOLD: a. ROOF=1.00 v b. PAVEMENT/IMPERVIOUS=1.00 a LANDSCAPE/PERVIOUS=0.30 „ 3. PROVIDE STORMWATER RUNOFF STORAGE FOR 3"RAINFALL PER TOWN OF SOUTHOLD REQUIREMENTS48 �q 4. DRYWELL DESIGN CAPACITY:10'DIAMETER =68.42 CFNF C, ,\ NO PHYSICAL POSSESION \ \ 5. ALL PROPOSED DRAINAGE INTERCONNECTING PIPING SHALL BE SMOOTH WALL HDPE WITH A MINIMUM DIAMETER OF 15 \ a8 , LAND NOW OR FORMERLY OF ZONE:R-80 RESIDENCE \ INCHES. , ,: ZONE:R-80 RESIDENCE.: JAMES H. JACOBS JR. & SHARON M. JACOBS USE:RESIDENCE \ FAve USE:RESIDENCE S-C.T.M. 1000-113-12-10.2 \ SINGLE FAMILY RESIDENCE 6. TOP OF EFFECTIVE DEPTH IN LEACHING STRUCTURES SHALL BE NO HIGHER THAN THE GRATE ELEVATION OF THE LAND NOW OR FORMERLY OF LOWEST INLET IN THE IMMEDIATE SYSTEM. THOMAS R. TALBOT S.SING 1000Y REST 2-10.3 11 q 7. GROUNDWATER WAS NOT OBSERVED AT 21'-0" BELOW GRADE (EL. 41.10) DURING FIELD WORK BY h4cDONALD SINGLE FAMILY RESIDENCE N 87`16'40' E 300.00' / �' .� ®® -® a.. s �! »� GEOSERVICES ON NOVEMBER 01,2023.PER USGS LONG ISLAND DEPTH TO GROUNDWATER VIEWER,GROUNDWATER IS u 1) n. C' IS „ 7 0 6 " `� 38'BELOW GRADE(EL.±2.00 NAVD88). 7 6 " 6 » 12 " �� �_ �, \ 8. ALL LANDINGS AND WALKWAYS SHALL HAVE A MINIMUM OF 1.0%CROSS SLOPE AWAY FROM THE BUILDING OR SLOPE 0711 7_" ___ r-_$ " �} 0611 : TOWARDS AN INLET 1 LOIN SPOT. - 1010 l LM Y) 7 41 {3) , TC 43.00 TC 43.00 ® 9 END OF COOSTRUCTION.R SHALL EAN ALL EXISTING/PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES AT THE .= ® Map data 02024 Terms Re ort a ma etYor t BC 42.50 BC 42.50 TC 42.40 7, P p p 7 '� V )2 , TC 42.35 jl T74 2.75 =TC42.60 7 TC 42.75 BC 42.25 „TC4280 BC 41.90 TC4255 u� 10. ALL ACCESSIBLE PARKING, CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE06 " 07 'r BC 41.85 08 BC 42.25 l 9 BC 42.30 �� 07' BC 42.05 \ VICINITY MAP REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11CID -ACCESSIBILTY AND ICClANSI A117.1 -2009.ACCESSIBLE f", �, $„ TC 43.00 �,� \ STALLS SHALL HAVE NO SLOPE GREATER THAN 2.0% IN ANY DIRECTION AND THE PROPOSED SIDEWALK SHALL NOT N.T.S. 0911 t TC 42.50 LU A-21 43 BC 42.50 G EXCEED A 5.0%RUNNING SLOPE AND 2.0% CROSS SLOPE. r BC 42.00 TC 42.30 I 0 CC -\ TC 42.30 /-� 0 TC 42 60 PROJECT DATA BC 41.80 BC 41.80 A-19/ 0 ® 11. LOCATION OF EXISTING UTILITY SERVICES ARE UNKNOWN AND SHALL BE CONFIRMED INDEPENDENTLY BY THE /-� 0� / �� /-� BC 42.10 CONTRACTOR WITH THE UTILITY COMPANIES AND/OR PRIVATE MARK OUT COMPANIES PRIOR TO COMMENCEMENT OF TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13 TC 42 40 ,0 `' A-1 U \ / TC 42.40 J 1 4 CONSTRUCTION. BC 41.90 A-$ A-11 "'"^- A-22\ 0/ / BC 41.90 *_0 TC 42.40 SITE AREA.................................. 111,848 SF(2.57 Acres) /- TC 42.05 43.00 TC 42.05 BC 41.90 \\ 12. ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. ZONING....................................... LB LIMITED BUSINESS ( 41.95 BC 42.05 t GR 41.10 \ /A-7 " TC 42.25 42.05 " BC 41.55 TC 41.85 13. IF WET CONDITION IS ENCOUNTERED,CONTRACTOR SHALL USE 314"CLEAN WASHED STONE IN LIEU OF SAND BACKFILL. CURRENT USE........................... VACANT � 42.05 i GR 41.10 R2.65 0 BC 41.75 l \1 42.15 TC 42,25 BC 41.35 6a 42.65 1A-23 PROPOSED USE......................... CONTRACTOR'S BUSINESS q„ x'� / � BC 41.75 :.:: 11' 14. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS EMPLOYEES,THE GENERAL TC 42.00 TC 41.90 RIDGE RD=36.75 42.10 41.75 A-12 42.20 41,70 / TC 42.40 PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC R.O.W.'S, ETC. DURING ALL CONSTRUCTION AND PROPOSED FOOTPRINT........... 22,020 SF BC 41.50 �; PROP.15"0 HDPE BC 41.40 41.70 41.75 R\pGE RD=36.t0 TC 42.65 41.65 BC 41.90 DRAINAGE PIPE(TYP.) REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL CODES AND REGULATIONS. THE LANDSCAPElNATURALRREA... 47,961 SF RD41.7 w BC 42.65 OWNER AND ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTOR'S SAFETY PROGRAMS&PROCEDURES IN TC 42.25 r: 41.75 TC 42.25 RD=36.10 '�\OGE GR 41.00 \ CONNECTION WITH THE WORK. PAVEMENT/CONCRETE AREA... 41,867 SF TC 41.80 BC 41.75 � �` 41.75 � � ' BC 41.75 6 " BC 41.30 l 1 .. 41.75 A-24 A-6 41./5 y/"" \` / 41.75 .�"' .^�� GR 41.00 9 ® \ 15. GRADING CONTOURS ARE FOR ILLUSTRATION PURPOSES ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION. PROP.8'0 PVC ROOF ? / N) _ r,/ A-13 41.75 : ,�'' 41.70 11' TC 42.20 DRAIN PIPE @ 1.5% c� ` ` 0 /`; RD 36.75 41.75 RD=36.10 8 ' 41.65 „ BC 41.70 LEGEND MIN.SLOPE(TYP.) 41.65 .►�'' STORMWATER DESIGN CALCULATIONS y 41.75 41.75 41.75 PROP.HATCHEDo� \pGE EXISTING ITEM PROPOSED - 5 R a t. ( : AREA TO BE AT 2%' RD=36.10fy � SITE AREA=111,848 SF 2.57 ACRES ®�® PROPERTY LINE /G lCi / w PROP.HATCHED v / MAX SLOPE s. A-25 TC 41.75 7'0 \ TRIBUTARY DRAINAGE AREA=111,848 SF 1 A-5 A 'AREA TO BE AT 2% 41.75 A-14 GR 41,10 41.75 RD=36.10 w \� BC 41.25 v \ BUILDING AREA=22,020 SF J U N 0 2 2025 161 MAXSLOPE 41.15 --� c�^0 BUILDING \Nl ! RD=36.10 41.75 ® �o�s PAVEMENTIItti:PERVIOUSRREA=41,867 SF SOUTHOLD TOWN 41.75 �� `�, `0 41.70 A-26 Cr \ TC 41.70 PERVIOUS/LANDSCAPE AREA=47,961 SF PLANNING BOARD DOOR LOCATION '�' :' A-15 41.75 BC 41.20 ENiEXT TC 41.40 ! P. / 41.75 ,1 „ TRIBUTARY AREA W BC 40.90 PROPOSED 1-STO 14 r 41.65 41.75 40.85 STORAGE REQUIRED BUILDING TC 41.55 n OVERHEAD DOOR A GR 40.45 � GE `° 2 ROOF=22,020 SF x T712 x 1.00 = 5,505.0 CF o pGE RD=36.10 R\p °, CONTRACTOR'S 41.75 ( ) LOCATION R• x `"" 41.65 BC 41.05 \ IMPERVIOUS=41,867 SF x(3112)x 1.00 =10,466.8 C- TC 41.50 TC 41.85 w 4175 .:I::.:: 41,75 BUSINESS TC 41.40 '" PERVIOUS=47,961 SF x 3"/12 x 0.30 = 3,597.1 CF \ BC 40.90 TOTAL STORAGE REQUIRED =19,568.9 CF CONCRETE CURB BC 4100 r 11,010 SF RIDGE \ ( ) BC 41.35 L� I' PROP.15"0 HDPE 1 \\ TC 41.45 -$ TC 4L55 DRAINAGE PIPE(TYP.) 75 \� / 41.75 F.F. EL. 41.75 RD=36.10 A-27 TC 41.25 ,r ;: TC 41.30 1 BC 4075 ` STORAGE PROVIDED SIGN BC 41.05 RD=36.75 A-16 ;� 41.75 BC 40.95 \ 41.75 15 BC 40.80 ��--�' USE TWENTY NINE(29)10'0 DRYWELLS WITH 17.0'EFFECTIVE STORAGE DEPTHS �V 41.65 GR 41.10 `�P\ B-1 4165 GR 40.60 29 DRYWELLS x 68.42 CFNF x 17.0 VF=33,731.1 CF PROPOSED 1-STORY o� 33,731.1 CF CF IS GREATER THAN 19,568.9 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED, MANHOLE 0 0 TC 41.20 \ 41.75 BUILDING 19 RD=36.10 �i TC 41.40 C BC 40.70 40.80 �� CONTRACTOR'S h(P 1 / 41.75 41.75 BC 40.90 INLET 0 41.75 BUSINESS w 41.75 R\GE �� \ \ ( to-4 11,010 SF 41.75 A-17 RD=36.10 p TC 41.25 �`� PROP.8"0 PVC ROOF PROP.15"0 HDPE x% � ,'' ti BC 40.75 DRAIN PIPE @ 1.5% DRAINAGE STRUCTURE SCHEDULE W - WATER SERVICE W \ DRAINAGE PIPE(TYP.) Go, \ / F.F. EL. 41.75 RD=36.10 HP 41.50 RD=36.75 - r 41.75 MIN.SLOPE(TYP.) RD=36.75 ` A-28 GR 40.60 STRUCTURE EFFECTIVE RIM/ TOP OF BOTTOM INVERT INVERT ,,.e"''.' 41.75 41.75 ✓'" NUMBER STRUCTURE TYPE DEPTH GRATE RINGS OF RINGS IN OUT ELECTRIC SERVICE E TC 41.10 � 41.65 BC 40.60 41.65 5% E'er 4135 \ 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 41.75 6r, RIDGE , 41.75 5 STORM PIPE o� r PROP.8"0 PVC ROOF TC 41.40 REV.PER SCDPW&HEALTH DEPARTMENT No PHYSICAL POSSESION \ 21�Nl RD=36.75 GR 41 10 @ 1 5% 41.75 r ?110 E BC 40.90 \ 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 COMMENTS LAND NOW OR FORMERLY OF GR 40 20 `1� DRAIN PIPE SANITARY PIPE \ GULLY REALY, LLC 1 TC 42.25 JA-18 = MIN SLOPE(TYP.) RD 36.75 1 41.65 A-3 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME AND GRATE 17.00' 40.30 38.35 21.35 35.25 35.25 fix, BC 41.75 Rio�� _ �� /( ZONE:PROTECTED 1 04,14/25 JR REVISE LIGHTING PER TOWN COMMENTS \ s.c.r.M. t000-tt3-12-t2 41.75 41.75 41.75 TC 7 vACANr / 1 A-3 41.75 41.75XS �� A-29 BC 41.75 A-4 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.20 38.35 21.35 35.25 35.25 RD=36.75 NO. DATE BY DESCRIPTION DRYWELL ( 01 TC 41.25 \ �� ��""' 41.75 68 %, -.,/ BC 40.75 �w 41.70 HP 41.35 41.70 A-5 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.45 38.35 21.35 35.25 35.25 REVISIONS ZONE:1-,13 LIMI I'ED BUSINESS ® �� TC 41.20 USE:VACAN I' GR 40 30 41.65 RD=36.75 y�, TC 40.85 BC 40.70 S.C.T.M. 1000-113-12-14 \ A-6 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 40.95 38.35 21.35 35.25 35.25 --4 -- CONTOUR 40 q� TC 42.25 l( �;� TC 42.25 BC 40.35 �" LAND ONOW OR WN OF SOUTHERLY OF \ RIp T BC 41.75 TC 41.60 A-30 12 A-7 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 38.90 21.90 35.25 35.25 TC 41.00 BC 41.75 TC 40.40 -�' \ TC 40.80 VACANT RIDGE BC 40.85 4 BC 41.10 `�� RIDGE LINE - - - - \\ BC 40.50 , BC 40TC .65 tiyh:� BC 39.90 ( ®�j BC 40.30 tI� �D` ® A-8 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.60 38.90 21.90 35.25 35.25 $» GR 39.90 011 FLOW ARROW -+A! / ��1 '' _ LU 40 A-9 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41,95 38.90 21.90 35.25 35.25 .� TC 41.50 -�A 2 GR 38.95 o TC 40.55 BC 41.00 ! 0 - I� BC 40.05 Ql2 ` A-10 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.80 38.90 21.90 35,25 35.25 " GRADE ELEVATION 4L15 { $" \ - /- 0 - TC 41.20 " �O A-1 20.4 BC 40.70 0 \ A-11 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 38.90 21.90 35.25 35.25 TOP&BOTTOM OF ATC 40.85 it _.-_.-----------:_ 0 A-12 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.55 38.90 21.90 35.25 35.25 CURB ELEVATION BC 40.35 �`p� \ AO 0 41 TC 39.950811 $ ll� / G 7 " A-13 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.55 38.90 21.90 35.25 35.25 CIVIL G G1 � 1 ® \ TC 39.60 J Q TREE / „ BC39.45 BC39.10 1 A-14 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 38.90 21.90 35.25 35.25 664 BLUE POINT ROAD, UNIT A-15 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.50 38.90 21.90 35.25 35.25 H O LTS V I LL E, NEW YO R K 11742 A-16 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.55 38.90 21.90 35,25 35.25 (6 311 9 61-0 5 0 6 �\ \ 61r 09 it40 TC40.45 \` �� s / \ www.KeyCivilEngineering.com ` 9 " n7 It TC 40.35 BC 39.95 C0116u Q _ _` ` A-17 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 38.90 21.90 35.25 35.25 t` \ " l PROJECT NAME BC 39.85 7 0 o A-18 PROPOSED 4'0 CONCRETE CATCH BASIN WITH FRAME&GRATE --- 41.10 --- --- 36.45 38.10 ® ia 1 5'WIDE FILL EASEMENT IN ` $ ? r z PROPOSED Q FAVOR OF COUNTY OF SUFFOLK' 06„ $ "� 6 �` N A-19 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41,65 38.90 21.90 35.25 35.25 528.64' A� -_. - A-20 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 42.15 39.90 21.90 35.25 35.25 '�' T S 6`40" W 300.00' W OIR'S BUSINESS W _ 41` 40.90 W 40 W E F� - - A-21 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 42.05 39.90 21,90 35.25 35.25 .. �. �. ._. cam._,.�- _-- e �-_-- ._. ... ,... :�. A 22 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.75 39.90 21.90 35.25 35.25 BUILDINGS MEET EL4'.'' EL41.'' EL4Ll' 4IF EH,0' LL40 EI .8' f.1.40,6' L_40,5' LL:40,4' EL40.3 EL40.�' E.L140,?` EL40.1' EL4U. TC 40.30 TC 40.50 00 EXISTING � 40.70 TC 41.10 � A-23 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.00 39.90 21.90 35.25 35.25 705 COUNTY ROAD 48 TC±41.95 / BC 40.30 BC 40.00 BC 40.60 .00 38.90 21.90 35.25 35.25 MATTITUCK, NY 11952 - A-24 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41 BC±41.45 MEET _ TC 41.50 TC TOWN OF SOUTHOLD COUNTY OF SUFFOLK EXISTING A-25 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.50 38.90 21.90 35.25 35.25 SOLID WHITE LINE TC 41.70 TC 41.50 BC 41.00 BC 40.8o DISTA 000, SECT.: 113, BLOCK: 12, LOT: 13 BC 41.20 BC 41.00 SOLID YELLOW LINE 'T B'� VEL A-26 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.85 38.90 21.90 35.25 35.25 EDGE F PAVEMENT - A-27 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.60 38.90 21.90 35.25 35.25 DRAWING TITLE APPROXIMATE LIMIT OF T �,L,� (� APPROXIMATE LIMIT OF A-28 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.60 38.90 21.90 35.25 35.25 GRADING & DRAINAGE SAWCUT LINE GRASS MEDIAN ® A� SAWCUT LINE (MEET EXISTING PAVEMENT (MEET EXISTING PAVEMENT A-29 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.05 39.30 22.30 35.25 35.25 (S OLD. CQ �•Q �-$ FLUSH WITH NO TRIP HAZARD)FLUSH WITH NO TRIP HAZARD] � A-30 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 39.90 38.20 21.20 35.25 35.25 PLAN McDONALD GEOSERVICES DATE: 01/27/2025 B 1 POB 1258 SOUTHHOLD,NY 11971 631.765.3677 mcdgeo@gmail.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 CHECKED BY: DP Date:11/1123 ELV=41.10 APPROVED BY: MID BROWN LOAM OL SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS BROWN SILT ML DOCUMENT EXCEPT BY A LICENSED Know what's below. ________ 3. PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, Call before you dig. PALE BROWN FINE TO OF NEW YpR SUB-DIVISION 2,OF TI1E NEW PORK COARSE SAND SW `�i O pILo r STATE EDUCATION LAW. 1-800-272-4480 ............• 6' P� .ems DRAWING No: u� w GRAPHIC SCALE N )I IL EALE Z so 0 17, so � PALE BROWN FINE r,0 1_0 SANDSP n ,� � 08155� �/ L FEET op OFESS\ _ ( IN ) iI 1 inch = 30 ft. 21' �� U ELV.=20.10 MARC PILOTTA, P.E. PAGE No. COMMENTS:NO WATER ENCOUNTERED NEW YORK STATE PROFESSIONAL ENGINEER #081558 2 OF 11 Y.\Key ClvAProlects\2024\24216_.Ron Kuoppala_705 County Road 48_MattituckUrawingslKey Civil\24216--2025.05.06-SPP-3.dwg GENERAL NOTES NO EXISTING WATER SANITARY DENSITY CALCULATIONS N AL SSESION C 0 PHYSICAL FORMERLY or SERVICE LAND N ZONE:R-80 RESIDENCE 1 APPLICANT ZONE:R-80 RESIDENCE • JAMES H. JACOBS JR. & SHARON M. JACOBS USE:RESIDENCE RONALD KUOPPALA LOT SITE AREA=111,848 SF(2.57 AC) USE:RESIDENCE S.C.T.M. l000-113-12-IO.'2 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. TALBOT 516-848-0932 S.C.T.M. 1000-113-12-10.3 300.00' PROPOSED USE SINGLE FAMILY RESIDENCE N 97'16'40" E TTEP� 4111111110 PROPERTY OWNER 1-STORY BUILDING CONTRACTOR'S BUSINESS =11,003 SF x 0.04 GPD/SF=440.12 GPID 0911 _J 0611 7bl": 705 MAIN ROAD LLC 1-STORY BUILDING CONTRACTOR'S BUSINESS =11,003 SF x 0.04 GPD/SF=440.12 GPD 8110 0711 0611 PO BOX 1086 TOTAL DENSITY FLOW REQUIRED=880.24 GPD WESTHAMPTON BEACH,NY 11978 0 0611 12 THE REQUIRED DENSITY IS LESS THAN THE PERMITTED DENSITY,THEREFORE THE LOT IS SUFFICIENT. 0711 6 01 07 OWNER OF CORPORATION 06 " PAUL PAWLOSKI C9 07 010 " _---k-q---T' 48 - TIC 43.00 7 0711 0 FTC 43 Oo 100 PARK AVE i# 011 " BC 42.50 BC 42.50 TC 42..40 MATTITUCK,NY 11952 SANITARY SYSTEM SIZING CALCULATIONS 711 TC 42.75 TC 42.75 710 TC 42.35 7 BC 41..90 631-445-4348 12 C) BC 42.25 JTC 42.60 BC 42.25 �8O TC 42.55 OV BC 41.85 1-STORY BUILDING CONTRACTOR'S BUSINESS =11,010 SF 0611 07 " C� 0 Z' I BC 42.10 IBC42.30 07' BC 42.05 CP PROPERTY KNOWN AS 1-STORY BUILDING CONTRACTOR'S BUSINESS =11 1,010 SF TC 43.00 09 TC 42.50 BC 42.50 705 COUNTY ROAD TOTAL=22,020 SF BC 42.00 TC 42.30 rn MATTITUCK,NY 11952 t rFT C 4-2 370 0) TC 42.60 TOWN OF SOUTHHOLD,SUFFOLK COUNTY BC 41.80 1 BC 41.801 0 BC 42.10 SCTM No.:1000-113-12-13 CALCULATIONS LOT AREA:111848 SF(2.57 ACRES) SANITARY FLOW TC 42.40 TWO(2)1-STORY BUILDING CONTRACTOR'S BUSINESS=22,020 SF x 0.04 GPD/SF 880.80 GPD TC 42.40 2. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. TOTAL SANITARY FLOW REQUIRED=880.80 GPD BC 41.90 TC 42.55 43.00 TC 42.05 BC 41.90 f��' 41.95 05 GR 41.10 BC 42 42.05 BC 41.55 3TC 41.85 . GROUNDWATER WAS NOT OBSERVED AT 21'-0"BELOW GRADE(EL.41.10)DURING FIELD WORK BY 42.05 TC 42.25 -\ McDONALD GEOSERVICES ON NOVEMBER 01, 2023. PER USES LONG ISLAND DEPTH TO HYDRO-ACTION AN GR 41.10 41.75 42.15 TC 42.25 BC 41.35 MINIMUM REQUIRED CAPACITY 1 DAY TOTAL FLOW 880.80 GPD GROUNDWATER VIEWER,GROUNDWATER IS 38'BELOW GRADE(EL.12.00 NAVD88). 911 42.65 0/ r-v .: ?0 TC 42.00 42.2 ::?J! Map data @2024 Terms Report a map ertbr TC 4 40, USE THE HYDRO-ACTION AN 1 100C SERIES SYSTEM,AS APPROVED BY SCDHS TC 41.90 4210 4. THERE ARE NO KNOWN EXISTING WELLS PRESENT WITHIN 150' OF THE PROPOSED SANITARY BC 41.50 TC 42.65 BC 4190 USE ONE(1)HYDRO-ACTION AN-1 100C WITH A TOTAL VOLUME OF 1,100 GALLONS BC 41.40 SYSTEM. TC 42.25 TC 42.25 BC 42.15 GR 41.00 (MEETS REQUIRED CAPACITY OF 880.80 GALLONS) VICINITY MAP TC 41.80 BC 41.75 5. THERE ARE NO MAPPED DEC WETLANDSISURFACE WATERS WITHIN 300' OF PROPERTY BC 41.30 BC 41.75 BOUNDARY LEACHING POOLS 0 N.T.S. 0-00 �GR41 00� DESIGN FLOW =880.80 GPD _fC"�4220 7. THE CONTRACTOR MUST NOTIFY THE TOWN ENGINEERING DIVISION AND SCDHS 24 HOURS IN LEACHING RATE =1.5 GPD/SF PROJECT DATA I BC 41.70 ADVANCE OF THE COMMENCEMENT OF ANY ON-SITE DRAINAGE, SANITARY, CURB, OR PAVING REQUIRED SIDEWALL AREA =880.80 GPD 11.5 GPD/SF 587.20 SF TAX MAP NUMBER..................... Dist,1000,Sect.1 13,Block 12,Lot 13 WORK. PROPOSED SIDEWALL AREA TWO(2)10'0 LEACHING POOL WITH 10'EFFECTIVE DEPTH 2 LEACHING POOLS X 31.42 SF PER LEACHING POOLIVF X 10 VF 628.4 SF SITE AREA.................................. 111,848 SF(2.57 Acres) 710 8. UPON OFFICE OF POLLUTION CONTROL APPROVAL, THE REMOVAL OR ABANDONMENT OF 628.4 SF IS GREATER THAN REQUIRED 587.20 SF TC 41.75 EXISTING SEPTIC TANKS,AND LEACHING POOLS SHALL BE PERFORMED IN ACCORDANCE ZONING....................................... LB LIMITED BUSINESS BC 41.25 WITH SCDHS REQUIREMENTS AS FOLLOW: t GR 41.10 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES NOTES CURRENT USE........................... VACANT C21 * PUMP OUT ALL SANITARY STRUCTURES 000 41.15 * REMOVE ALL STRUCTURES IN ITS ENTIRETY AND DISPOSE OF ACCORDINGLY 1 ALL SANITARY PIPING, STRUCTURES,AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SUFFOLK PROPOSED USE......................... CONTRACTOR'S BUSINESS 000 :..-Poo TIC 41.70 * 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 BC 41.20 EMPTY. 0 CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES,DATED DECEMBER 29,2017. TC 41.40 PROPOSED 1-STORY 1 . 14 • FILL HOLES WITH CLEAN FILL COMPACTED TO 95%PROCTOR DENSITY IN MAX ONE FOOT LANDSCAPEINATURAL AREA 47,961 SF BC 40,90 GR 40.85 - - BUILDING TC 41.55 <A LIFTS TO THE ELEVATION REQUIRED. GR 40.45 Cr 2. SEWER LINE REQUIREMENTS: PAVEMENT/CONCRETE AREA... 41,867 SF CONTRACTOR'S rA BC 41.05 a. GRAVITY SEWER LINES AND FITTINGS SHALL MEET OR EXCEED ASTM STANDARD D-3034 FOR PVC SEWER PIPE WITH A MINIMUM TC 41.50 BUSINESS 9. IF WET CONDITION IS ENCOUNTERED, CONTRACTOR SHALL USE 3/4" CLEAN WASHED STONE IN TC 41.85 TC 41.40' (NO BASEMENT) SDR-35 RATING,UNLESS OTHERWISE INDICATED. 1 11,010 SF BC 41.00 BC 41.351; BC 40 90 LIEU OF SAND BACKFILL. A�, �� M % b. PVC PIPE AND FITTINGS SHALL BE PROVIDED WITH INTEGRAL BELLS AND SPIGOTS AND RUBBER SEALING RINGS.THE SEALING .0-00 \ 0/ N TC 1.25 RINGS SHALL MEET THE REQUIREMENTS OF ASTM STANDARD F-477,ALL SEWER LINES SHALL BE STRAIGHT,AND COUPLINGS TC 41,45 TC 41.55 F.F. EL, 41.75 ..il BC 41.05 TC 41.30 t I BC 0.75 SHALL BE SECURELY INSTALLED AND BE WATERTIGHT. BC 40.95 BC 40.80 R41.10 GR 40.60 c. ALL GRAVITY SEWER LINES SHALL HAVE A MINIMUM DIAMETER OF SIX(6)INCHES AND BE BURIED BELOW GRADE. 0.010 PROPOSED 1-STORY TC 41.40 B., McDONALD GEOSERVICES d. WHERE PRACTICAL, GRAVITY SEWER LINES SHALL NOT BE INSTALLED IN GROUNDWATER. FOR INSTALLATIONS THAT ARE TC 41.20 40.8n BUILDING (NO BASEMENT) POB 1258 SOLITHHOLD,NY 11971631.765.3677 PLACED IN GROUNDWATER,THE SEWER PIPING SHALL BE CONSTRUCTED OF PRESSURE RATED PIPING AND TESTED TO ENSURE TIGHTNESS PRIOR TO OPERATION.MAXIMUM PERMISSIBLE LEAK RATE IS 114"IN 8 HOURS. BC 40.70 CONTRACTOR'S BC 40.90 mcdgeo@gmaii.com e. THERE SHALL BEAMINIMUM TWO-FOOT LENGTH OF CAST IRON SEWER LINE EXTENDING THROUGH THE FOUNDATION. JUN 0 2 2025 BUSINESS UTILITY CROSSINGTest Hole Data Sheet f HOUSE CONNECTIONS SHALL HAVE A MINIMUM PITCH OF 1/4"PER FOOT. 111010SF TC t, BOT.OF STORM 37.30 75 Name:Falcone g. ALL HOUSE CONNECTION SHALL BE PROVIDED WITH A CLEAN-OUT AT THE FACE OF THE BUILDING. SOUTHOLD TOWN HIP 41.50 TOP OF WATER 35.80 DP: F.F.1 ✓EL. 41.D5 h. HOUSE CONNECTIONS SHALL BE STRAIGHT WITH NO BENDS IN SEWER LINE TO THE MANHOLE. PLANNING BOARD 1!21 Location:Mattituck PROP,1"0 DOMESTIC GR 40.60 3. SEWER MAIN/LATERAL SEWER REQUIREMENTS: Tax Map Number:1000-113-12-13 TC 41.10 .0'0 WATER SERVICE(40 LF) BC 40.60 PROPOSED 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 BENDS.WHEN REQUIRED,APPROVED MANHOLES MAY BE UTILIZED WHERE SEWERS CHANGE DIRECTION OR SLOPE. PROPOSED 2"0 VENT 18"ABOVE Date:11/1123 611 114'MIN.SLOPE(TYP.OF 2) TC 41.40 b. HOUSE OR BUILDING SEWERS SHALL BE CONNECTED TO MAIN OR LATERAL SEWERS WITH APPROVED WYE FITTINGS. NO GRADE WITH CARBON FILTER 15� GR 41,110 BC 40.90 ELV.=41.10 PHYSICAL POSSESION i.. r:1 LAND NOW OR FORMERLY OF BROWN LOAM OL c. SEWERS SHALL BE PROVIDED WITH MANHOLES AT INTERVALS NOT TO EXCEED 400 FEET. GULLY RE!Ly LLC GR 40.20 PROPOSED IN GROUND MANHOLE TC 42.25 ............. 0.5' d. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A MINIMUM DIAMETER OF 8 INCHES,AND SHALL HAVE A MINIMUM SLOPE OF M. 1000 S.C.T. FOOD-1 13-12-12 WITH REMOTE PLC CONTROL PANEL 41.7 A TC 42.25 ZONE:PROTECTED BROWN SILT ML 0.4%.10 INCH DIAMETER SEWERS SHALL HAVE A MINIMUM SLOPE OF 0.28%. VACANT WITH HP-150 COMPRESSOR SA-1 S 2 A�S 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 bb ............. 3' TC 41.25 41.70 SA-3 41.70 PALE BROWN FINE TO CONSTRUCTED OF DUCTILE IRON PIPE(DIP). ZONE:[,13 LIMITED BC BUSINESS HP 41,35 TC 41.20 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 \4 BC 40.70 S.C.T.M. "00-113-12-14 ............. DUCTILE IRON PIPE. GR 40.30 NO EXISTING WATER T(,4 .25 A TIC 42.25 LAND NOW OR FORMERLY OF g. SEWER MAIN AND LATERAL SEWERS THAT HAVE OVER 4 FEET OF COVER MAY UTILIZE SDR-35 PIPE. TC 41.35 BC 4175 TOWN OF SOUTHOLD SERVICE TC 41.00 TC 41.15 BC4 .75 FT C-4 0-4-0 BC 40.85 B 41'10 TC 0 VACANT BC 39.90 0 BC 4. SEPARATION OF SEWER AND DRAINAGE LINES REQUIREMENTS: BC 40.50 BC 40.65 75 a. SEWERS SHALL BE LAID AT LEAST 5 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAINAGE LINE.THE DISTANCE - 811 CA r W GR 39, 0 oil, 150'OFFSET FROM PROPOSED PALE BROWN FINE SHALL BE MEASURED EDGE TO EDGE. 150'OFFSET FROM PROPOSED- TC 41.50 GR 38.95 TC 40.55 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 SANITARY SYSTEM BC 41.11 1 BC 40.05 01 , DUCTILE IRON PIPE(DIP)UNLESS A SEPARATION DISTANCE OF 18 OR MORE INCHES IS MAINTAINED. 3 05/06/25 JR UNAFFECTED SHEET /?'_� TC 41.20 c. IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE DRAINAGE LINE,THE SEWER LINE SHALL BE CONSTRUCTED OF 20' BC 40.70 DUCTILE IRON PIPE(DIP)FOR A DISTANCE OF 3 FEET HORIZONTALLY INTO VIRGIN SOIL. REV PER SCDPW&HEALTH DEPARTMENT (MIN.) 2 05/01/25 JR d. IF PERIMETER ROOF DRAINAGE PIPING IS INSTALLED NEAR THE FACE OF THE BUILDING,ALL HOUSE CONNECTIONS MUST BE COMMENTS SA-6 SA-7 PROPOSED 3/4"0 PVC(SCHEDULE 8' CONSTRUCTED OF DUCTILE IRON PIPE FOR 10 FEET FROM THE BUILDING. 0 081/ 0 1 1 04114/25 JR REVISE LIGHTING PER TOWN COMMENTS 40)ELECTRICAL CONDUIT FROM TC 39.95 C 39.60 (MIN.rFYP.) PROPOSED 50%FUTURE ELV.=20.10 121' 5. SEPARATION OF SEWER AND WATER LINES REQUIREMENTS: I I I -ACTION PUMPS BC 39,10 EXPANSION POOL DATE BY DESCRIPTION PULLBOX TO HYDRO BC 39.45 PROP.ELECTRIC TRANSFORMER COMMENTS:NO WATER ENCOUNTERED A. PARALLEL INSTALLATION (CONTRACTOR TO COORDINATE a. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN OR LATERAL.THE ONE 112`0 PVC(SCHEDULE 80)AIR PROPOSED 4"0 DR-18 PIPE PROPOSED 6"0 DR-18 PIPE 0 WITH UTILITY CONTRACTOR) REVISIONS LINE FROM COMPRESSOR @ 1/4"MIN.SLOPE(TYP.) @ 1/8'MIN.SLOPE(TYP.) 5 /10 DISTANCE SHALL BE MEASURED EDGE TO EDGE. PROPOSED 2"0 PVC VENT LINE PROP.2"0 DOMESTIC B. CROSSINGS a. THE CROSSING OF WATER AND SEWER LINES SHOULD BE AVOIDED UNLESS PROVEN ABSOLUTELY NECESSARY. 6 09 " 1 U 4U.40 WATER SERVICE(120 LF) 09 n7 BC b. WATER LINE OVER SEWER LINE: IN THE EVENT THAT THE WATER LINE MUST CROSS OVER THE SEWER LINE,THE FOLLOWING TC 40.35 9 95 ()016" ROP.ELECTRIC SERVICE CONDITIONS SHALL BE MET: BC 39.85 7 0 (CONTRACTOR TO COORDINATE SEWER LINES SHALL BE LAID BELOW THE WATER LINE AND PROVIDE A SEPARATION OF AT LEAST 18 INCHES BETWEEN THE 5'WIDE FILL EASEMENT P IN WITH UTILITY CONTRACTOR) BOTTOM OF THE WATER LINE AND THE TOP OF THE SEWER LINE;AND J 8 ,,o 6 C12 FAVOR OF COUNTY OF SUFFOLK 0611 SEWER LINE JOINTS SHALL BE AT LEAST 10 FEET FROM THE POINT OF CROSSING;AND LEGEND 528.6�_\_ • WHEN IT IS NOT PRACTICAL TO OBTAIN AN 18 INCH SEPARATION, BOTH THE WATER AND SEWER LINES SHALL BE omb-low an 11111111110 4m am 4111111110 CONSTRUCTED OF PRESSURE PIPE AND HAVE A MINIMUM SEPARATION OF 12 INCHES BETWEEN THE BOTTOM OF THE WATER EXISTING ITEM PROPOSED S 87'16'40" W 300.00, w- W_ w LINE AND THE TOP OF THE SEWER LINE. PROPERTY LINE 40.90 c. SEWER LINE OVER WATER LINE: IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE WATER LINE,THE FOLLOWING CIVIL EIRM-CONDITIONS SHALL BE MET: 711MEEFERFAWS, -- --- -- -- ------------- - MEET TC 40.80 TC 40.50 * ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE;AND BUILDING EXISTING 40.70 TC 41.10 BC 4030 •BC 40.00 * WATER LINE AND SEWER LINE JOINTS SHALL BE AT LEAST 10 FEET FROM THE POINT OF CROSSING;AND 664 BLUE POINT ROAD, UNIT B TC±41.95, BC 40.60 APPROXIMATE LOCATION 9 THE ENTIRE LENGTH OF SEWER LINE BETWEEN ADJACENT MANHOLES OR OTHER SANITARY STRUCTURES SHALL BE HOLTSVILLE, NEW YORK 11742 BC±41.45 MEET CONSTRUCTED OF MATERIALS AND JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION;AND DOOR LOCATION A ---=......... TC 41.50; TC 41.30 OF EXIST.12"WATER MAIN (6311961-0506 ENiEXT TC 411.70 BC 41.001 BC 40.80 -)7Vr1Es,­r EXISTING * A VERTICAL SEPARATION OF AT LEAST 18 INCHES SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE SEWER LINE AND THE SGLID WHITE LINE TC 41.50 TOP OF THE WATER LINE. www.KeyCivilEngineering.com OVERHEAD DOOR A BC 41.20 BC 41.00 LOCATION OH .................................................. SOLID YELLDW LINE .._EDGE .......------------ ...................... .......................... CONCRETE CURB EDGE OF PAVEMLNT 1R_0PAJ1:> SANITARY STRUCTURE SCHEDULE PROJECT NAME REM'- 1%qCXPL-r'14 _VCXAJ1::) STRUCTURE STRUCTURE TYPE EFFECTIVE RIM/GRATE TOP OF BOTTOM INVERT INVERT PROPOSED SIGN - 1R_CXAA:> 48)1 NUMBER DEPTH RINGS OF RINGS IN OUT MANHOLE 00 SA-1 PROPOSED 6"0 SANITARY BUILDING CONNECTION/CLEAN OUT ... 42.15 38.55 C011"MITRACTO"R'S BUIS118,41ESS SA-2 PROPOSED 6"0 SANITARY BUILDING CONNECTION/CLEAN OUT ... 41.75 38.15 Et'5%U INLET 0 PROPOSED 1-STORY SA-3 PROPOSED 6'0 PRECAST CONCRETE PRIMARY TREATMENT TANK 4.0' 41.60 37.05 36.55 705 COUNTY ROAD 48 -W- WATER SERVICE BUILDING EL.42.15(SA-1) A)40.60 MATTITUCK, NY 11952 CONTRACTOR'S EL.41.75(SA-2) SA-4 PROPOSED IIA SYSTEM:HYDRO-ACTION AN-1 100 --- B)40.45 38.48 ±29,23 36.40 35.90 BUSINESS CLEANOUT BOTTOM OF TOP TOP OF STRUCTURE SA-4 RIM C)40A0 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK ELECTRIC SERVICE -E 11,003 SF RINI 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 DISTA000, 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 STORM PIPE FINISHED FLOOR LEVEL 41.75 4"ODR-18 PIPE@ 1/4' C=EL.40.40 @ 1/4"MIN.SLOPE 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 --- DRAWING TITLE MIN.SLOPE MIN SLOPE SANITARY PIPE TOP OF STRUCTURE (8 LF FROM SA-5 TO SA-6) SA-7 PROPOSED 10'0 PRECAST CONCRETE SANITARY LEACHING POOL 10.01 40.00 25.10 35.10 ... EL.38.10 (8 LF FROM SA-5 TO SA-7) SA-6 RIM EL.39.70 SA-7 RIM EL.40.00 '\R/ SAN INV.:38.55(SA-1) DRYWELL UTILITY & SANITARY PLAN SAN INV.:38.15(SA-2) TOP OF STRUCTURE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL 0 A- EL. 7. A_ SA-7 EL.37.10 GRADE ELEVATION /T4-1-7-51 MIN.2'OF CAST IRON PIPING >( DATE:THROUGH BUILDING FOUNDATION 41: ---------- 01/27/2025 TOP&BOTTOM OF ATC 40.85 INV.IN SCALE: 30' PROPOSED 4"0 DR-18 PIPE @ 1/4' INV.OUT CURB ELEVATION �O35 EL.37.05 MIN,SLOPE EL.36 55 0 TREE (12 LF FROM SA-1 TO SA-3) II �/_ INV OUT EL (44 LF FROM SA-2 TO SA-3) 6-0 PRECAST PROJECT NUMBER: 24216 ±35.90 CONCRETE PRIMARY 1? �\\\X/_ INV OUT EL. DRAWING BY: TREATMENT TANK INV IN EL. 35.75-/ 35.25 JR (SA-3) N INV.IN EL. CHECKED BY: DP INV IN EL. ±36.40 4'0 PRECAST 35.10 CONCRETE BOTTOM OF STRUCTURE APPROVED BY: MP N'\ ON P.** v % DISTRIEUTION EL.34.10 x MANHOLE SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS (SA-5) DOCUMENT EXCEPT BY A LICENSED BOTTOM OF STRUCTURE PROFESSIONAL ENGINEER IS A M '\X EL.31.06 VIOLATION OF SECTION 7209, M SUB-DIVISION 2,OF THE NEW YORK SA-4 PROPOSED I/A SYSTEM:HYDRO-ACTION AN-1 100- 0 STATE EDUCATION LAW Know wh befor IOW. =j Yo"� BOTTOM OF STRUCTURE < Call e you dig. M 0 ?�LCIT-r EL.29.23 0 .1 DRAWING No: M 1-800-272-4480 0 co .pcN L LED GRAPHIC SCALE z 30 0 15 30 60 120 C-3 \3 0 A 10'LEACHING PfR?o ES IN FEET ) SCHEMATIC SANITARY SYSTEM PROFILE POOL (SA-6/SA-7) BOY.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 Y:\Key CivjlTrqects\2024\24216..Ron Kuoppala-705 County Road 48_Ma%tuck\Drawings\Key Civil\24216--2025.05.06--SPP-3.dwg .. � .. PUMP/COMPRESSER POWER CIRCUIT Print!Part Number Description Revision Date k, (DEDICATED 110V SERVICE ONA20 AMP BREAKER) HA-190312-U AN-1 100 Wastewater Treatment System 5/15/2024 24�� l� CHIMNEY BACKFILL WITH NATIVE SOIL 10� X 8 THICK TRAFFIC RATED _ SEE NOTE 13 :: CB1 M1 �� Tanks installed indviduall and plumbedonsite. ITEM NO. Part Number DESCRIPTION QTY. n G II HYDROACTION TOPPING SLAB 5kP r-� Y 24" HEAVY DUTY LOCKING ,aHb BLK BLK BLK S`pi J /1^ ` L-// SPRAY \` 1 78 Min. 1 HA-ANl 100-P lank AN-1 100 245 ATU AP1500 1 B 0 X 8 THICK TRAFFIC RATED FOR AN800 AND AN1100 APPROVED = L1 -� N l , ( } HYDROACTION TOPPING SLAB CI COVER TO GRADE SITE . O_ WHT VJHT - ; PUMP -Lifting Locations (3 LOCATIONS) BY SCDHS APPROVAL N0. NS-002 N n ---- ----� /PUMP RATINGS: 0 E A SEE NOTE 11 a'.. r MOTOR , - ----- ------ -t-- ----- ----- 2 HA-1801 16 AN-1 100 Pretreatment (PP1200) 1 SEE NOTE 12 314HP 115V BY PREVIOUSLYAPPROVED BY SCDH ` @ v .. CB2 csR s loops 15.0 F.L.A. �,:�.` ,� , :. :: � SEE NOTE 11 x :: � Assembly, Re-Circulation AN-1 12 MZ , 3 A-13005X 1 - BIK - BILK BLK _ - a RP1 ---------/ RECIRC ` PUMP RATINGS: _ I Complete COMPACTED NATIVE FILL, TYP o ,r) :: i 1811 °t 18 r , 1 :;li..... ... SEE NOTE 10 -4a` PUMP 3/4HP 115V = WHT WHT ( @ v ' .� i �- -- N ti\ MOTOR ; 15.0 F.L.A. C-h 32 N.,, / . .% �, 5 PENETRATION HOLE 2:l •A , h R '9 r. MIN SEE NOTES 7 8; 8 --- --- --- a CB3 M3 �•� Z 1) All auxiliary plumbing,wiring,and installation methods must conform to --- ___ ____ _ ��' _� � - -' ' all county, state, province, and local coderlsorld ~ BLK BLK ELK I ,p, .J L• : :. ;:... , r o- M 1 1 MIXER ` PUMP RATINGS: .: . ) -- .:.:::.. :..... s ' e a BETWEEN BOTTOM OF SLAB ' _.:; 4 LOCATIONS p ; .:� PUMP )3/4HP @ 115V 2) All plumbing and connectiors to be plumbed with SCH 40 pipe or FROM DWELLING p_� AND TOP OF ACCESS COVERS �r-------__� MOTOR 15.0 F.L.A. z INVERT IN PER PROPOSED PLAN :__ m r1 WHT - - --- ( / ~ equivalent. L...:.::. cD q TO _ 1 3 Flange Width 3 All pipe and conduit penetrations to be sealed wit' Adapt-A-Flex "' P I f DRAINFIELD --•_ g� ) p per' p ':� Q fling Locations- d G e b grommets that meet ASTM C1644, GRY GRY 1 --------7/ COMP \COMP.RATINGS: -� Blower/ Controls Housing 12 All Risers and Lids 024 >�.) All manufacturer electrical connections are terminated in C*1E141A rated r" ' 1/4HP 115V 7° Sewage Inlet _ enclosures with NEMA rated cord grips. (NEMA 4X Min.) WHT ' MOTOR ' @ Treated Effluent Outlet 8 PRECAST CONCRETE m N �--------------�, / 5.4 F.L.A. � 3 (Gravity) ,... /. x. ' Int �ndetails blrtaconnectE�ns installation requirements, HncroActloanslns assembly, PERFORATED MANHOLE `"gym v / ? ii g ) y SEE NOTE 1 ' NOTE:ALL MOTORS MUST HAVE -< - Manual, and additional System detail prints. ) :; Map data 02024 Terms Report a map errrzr 0o INTERNAL OVERLOAD O I......................................... :a / 10�0 P CJ1 T7 1 .: PROTECTION. 8q ------.! - -:i..- y addiiiional questions pertaining to HydroActior)AN series -- -- : 6) Ar-r HYDROACTION . RECAST CONCRETE �' � t 110.2 wastewater treatment systems,contact HydroAclion. PR T ATME MANHOLE SECTION ITV , BLU L LR1'Q1 . REDWH WHT ..._L................_. SEE NOTE 5 NT T SEE FNOTES 2 M N.T.S. MA �- M1 = 80 ( 10� BLU LR1-Q2 RIN�JH M2 WHT � � Flo HYDROACTION TREATMENT TANK PROJECT DATA y, 92 UNDISTURBED GROUND SE NO E 5 T P E T PI" "r" A Z 64 Hydro-Action Specifications NUMBER..................... Dist. 0,Sect.113,Block 12,Lot 13 :.; . TAX MA RECIRC RUNNING C D 100 Model AN t oo COMPACTED NATIVE FILL, TYP BOTTOM OF EXCAVATION SITE AREA.................................. 111t,848 SF(2.57 Acres) B.N LR1-Q3 YEuwr: Hr Z+ NI IT BUSINESS 80 Daily Treatment Capacity 1,100 Gallons SEE NOTE 6 (2 LOCATIONS) ZONING....................................... LB LIMITED Total System Working Volume 3,108 Gallons SEE NOTES 3 & 4 YELMH G I I '. 1_ :: .. CURRENT USE........................... VACANT MIXER RUNNING D CONTRACTOR'S BUSINESS Z Pretreatment WorkinoVolume 1,144 Gallons PROPOSE USE......................•.. CONTAAC B u LR1 WHT r Pretreatment - Aerobic Working Volume 1,381 Gallons PROPOSED FOOTPRINT........... 22,020 SF LR1-Q4 Tank --- - _ _ e_u RED n Clear'ifier Working Volume 583 Gallons INSTALLATION INSTRUCTIONS LANDSCAPEINATURAL AREA... 47,961 SF 16 PLCINPUT :... i Treatment Certification NSF 245 PAVE MENTICONCRETE AREA... 41,867 SF BLU AS-1 PINK I �ATLI Tank I 1. EXCAVATE SO THAT TOP OF THE 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE 22-f Supply Power Requirement 1 Phase 120VAC 60Hz 20Amp RUN AUD. Air Supply Hi Blow HP-200/ 7.0 CFM BASES ARE 4.50 BELOW FINISHED GRADE. THE PERFORATED PRECAST CONCRETE MANHOLE w • t-'F'Y ALARM Tank Material Fiberglass SECTIONS SHALL BE AS PREVIOUSLY APPROVED BY SCDHS, SCDPW OR NYSDOT FOR TRAFFIC MUTE I °RG BRN ` • Clarifier Material Fiberglass BEARING STANDARDS. HWA I „-g" on using Polyethylene 2. INSTALL BLU ...... ......... ... ................. .. ......... .. ..... .. ... ............ ............ ������ Blower Controls Ho TEST y Material Weight Tolerances Un s Otherwise Specified Signature 3 EXCAVATE 5 33' BELOW PROPOSED INVERT IN ELEVATION FOR BOTTOM OF PRETREATMENT ;:, 7�; �' �; •������� Drawn b scale i Sheet ,- s. 4 HIGH PERFORATED PRECAST CONCRETE MANHOLE BASES D I �s,;;y<x:;•.:;rv.:::-,•f,,:,r:;,, �r, Assembly +0.25"or 1° 683' BE ' 1 : 18 y 2025 I � ALARM ; 1:32 _ C LIGHT ......... ......... .. ...... TANK, AND EXCAVATE LOW PROPOSED INVERT IN ELEVATION FOR BOTTOM OF JUN 0 2 202 TREATMENT TANK. SOUTHOLDTOWNJ RED BLK RED --�"�"� PLANNING BOARD 4. FINISH GRADE NATIVE SOIL BELOW THE PROPOSED TANKS TO BE LEVEL ±1/4-INCH. c- 5. INSTALL PRETREATMENT AND TREATMENT TANKS ORIENTING THE PREDRILLED HOLES IN THE ENABLE CORRECT ORIENTATION AS SHOWN IN THE PLAN. PLC INPUT 6. PLACE AND COMPACT NATIVE BACKFILL BETWEEN PRECAST CONCRETE MANHOLE BASE AND f11� DEDICATED 20 A,110 V POWER CABLE, o DUIT(GFI PROTECTED)FROM BUILDINUTED IN 3/4"PVC G TO HS-20 EXISTING TANKS. BACKFILL SHALL BE PLACED IN 8-INCH MAXIMUM LIFTS AND MECHANICALLY OVERRIDE RATED JUNCTION BOX INCOMING SERVICE COMPACTED. CEASE THE PLACEMENT OF THE FILL 3-INCHES BELOW THE CROSSOVER PIPE. YE`ry" 12 PLC INPUT NEW 20 AMP. CSR 1 POLEBREAKER 7. REMOVE A 1-FOOT X 1-FOOT SQUARE HOLE AT THE BOTTOM OF THE 3-FOOT HIGH PERFORATED 'n'H`'INK 14 PLC INPUT 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 REMOTE PLC CONTROL PANEL TOP OF THE 4-FOOT NIGH BASE. TIME DOSE T�°' 17 PLC INPUT BY CPS(OR APPROVED EQUAL) OF SAFETY SCREEN WI HP80 COMPRESSOR CIRCUIT OMED SHAPE FOR MAXIMUM EC50.30-L-100-PLC AS 13. REMOVE 1-FOOT X 1-FOOT SQUARE HOLE WHERE THE CROSSOVER AND OUTLET PIPES WILL BE LOAD STRENGTH MANUFACTURED BY OPS(OR INSTALLED. BLU REFER TO MANUFACTURER FOR R METER APPROVED EQUAL) DEMAND INSTALLATION DETAILS PANEL HYDRO-ACTION 9. INSTALL ELECTRIC CONDUIT AND AIR LINES. SPRAY �o� PLC INPUT CONTROL 4"MIN. PANEL 10.INSTALL INLET, OUTLET AND CROSSOVER PIPES. BACKFILL WITH NATIVE FILL IN 8" MAXIMUM SIZED TO FIT INSIDE ? -� NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. FIRST 24"RISER a `. . • '' .' : • • ' -A LIFTS TO TOP OF THE PRETREATMENT / TREATMENT TANKS AND HAND TAMP FILL. CAUTION 3 05/06/25 JR UNAFFECTED SHEET EX.GROUND ROD 0 25 08" AN BE USED WITH OR 7� • °' *• /��� SHALL BE TAKEN TO MINIMIZE TAMPING OVER SEWER LINES AS TO NOT DAMAGE THE 2 05/01/25 JR REV.PER SCDPW&HEALTH DEPARTMENT MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. W1 - WITHOUT SCREWS \�/\ /\ / /\ /\ /\ /\ /\ /\ /� GASKETED SEAL INTO AND OUT OF THE TANKS. COMMENTS W1 B1 DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. Noyes: REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 In-lbS. 1. BURIED ELECTRICAL POWER CONDUITS SHALL BE A MINIMUM OF 24 INCHES BELOW GRADE. 4"THICK CONCRETE PAD 11.INSTALL 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. 13.BACKFILL 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. 14.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. I. ' ; 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 CIVIL "I 4 THE SYSTEM OWNER. PLUG&FERRULE 3. IF THE OWNER OF THE WATER SYSTEM REQUIRES A METHOD THAT RESTRAINS INDIVIDUAL JOINTS, EACH 664 BLUE POINT ROA®y UNIT B PLUG&FERRULE 12" i-� JOINT THAT FALLS WITHIN THE MINIMUM RESTRAINED LENGTH, MEASURED FROM THE CENTER OF THE 1-a FITTING, AS SHOWN ON THESE SHEETS SHALL BE RESTRAINED, AND SHALL WITHSTAND THE MAXIMUM MIN. H O LTS V I LL E, NEW YO R K 11742 --{ 12" i GRADE CONCRETE HOUSING(3,000 PSI) PRESSURE APPLIED TO THE SYSTEM. (6 31) 9 61-0 5 0 6 GRADE I CONCRETE HOUSING 8" a 4. CLASS A CONCRETE SHALL NOT BE PLACED UNDER WATER. THE CONTRACTOR SHALL DEWATER THE WIDTH (3,co PSI) www.Ke CivilEn meerin com g^ APPROVED SEWER PIPE EXCAVATION OR PLACE TYPE G CONCRETE USING APPROPRIATE UNDERWATER PLACEMENT TECHNIQUES. Y 9• 9 T APPROVED 5. CONCRETE FOR THRUST BLOCKS SHALL NOT BE ALLOWED TO COVER OR INTERFERE WITH JOINT OR 1 EWER 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. PROPOSED 6. FOR BENDS, BEARING AREA SHALL BE PARALLEL TO THE EDGE OF THE FITTING AT THE FITTING MIDPOINT. T. FOR TEES, BEARING AREA SHALL BE PERPENDICULAR TO THE BRANCH (SINGLE LEG) AXIS. 1 BUSINESS 8. FOR REDUCERS, BEARING AREA SHALL BE PERPENDICULAR TO THE FITTING AXIS. THE MINIMUM PLAN VIEW END VIEW THICKNESS ALONG THE FITTING AXIS SHALL BE V-O" 4R THE LENGTH BETWEEN THE BELLS, WHICHEVER ALTERNATE "A" ALTERNATE "B" IS SMALLER. BUILDINGS NOTES. 9. THRUST RESTRAINTS FOR SIZES OVER 24 NPS OR FOR FITTINGS NOT SHOWN ON THESE SHEETS WILL BE 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 NPS 6 NPS 8 NPS 10 NPS 12 NPS 14 NPS 16 NPS 18 NPS 20 NPS 24 NPS MATTITUCK 2 ALTERNATE"A"IS FOR BENDS,ALTERNATE"B"IS FOR USE UPON THE FOLLOWING STANDARD CONDITIONS: 11 '/4° BEND V-3" 2'-0" 2'-G" 3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-3" , NY 11952 WITH BUILDING EXTENSION/CONNECTION. 1.5 . SAFETY FACTOR TOWN OF SOUTHOLD COUNTY OF SUFFOLK 5'-0" - DEPTH OF COVER 22 %p° BEND i'-3" 2'-0" 2'-6" 3'-0" 3'-6" 4'-O" 4'-6" 5'-0" 5'-6" 6'-6' - 200 PSI - WATER SYSTEM TEST PRESSURE TYPICAL CLEAN-OUT DETAIL 14 PSI - SOIL BEARING CAPACITY 450 BEND 3'-0" 4'-0" 5'-3" 6'-3" 7'-6" 8'-6" 9'-6" 10'-6" 1t'-6" 13'-6" DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 NOT TO SCALE 90 LB/CF - SOIL UNIT WEIGHT 900 BEND 7'-0" 9'-9" 12'-6" 15'-G" 18'-0" 20'-0" 23'-0" 25'-6" 28'-0" 32'-6" SUFFOLK COUNTY DEPARTIv1ENT OF HEALTH SERVICES,STANDARDS FOR It. 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" 12'-6 16'-O" 19'-3" 23'-0" 26'-O" 29'-6" 33'-O" 36'-0" 42'-O" J'� I 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 REVIGS CPH2 CV UND(LOCKING) FACTOR OF THE SPECIFIC VALUE DIVIDED BY THE STANDARD VALUE. SANITARY DETAILS COVED MANHOL PRECAST CONCRETE COLLAR TO BRING MANHOLE TO GRADE EXAMPLE: FIND THRUST BLOCK DIMENSION FOR 12 NPS 450 BEND WITH 100 PSI TEST PRESSURE: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL "MIN CONCRETE TOP SLAB TO SUPPORT H-20 FROM TABLE "450 BEND THRUST BLOCK DIMENSIONING", FINISHED GRADE VEHICULAR LOADING 4,000 AREA REQUIRED AT 200 PSI IS 4'-6" X 2'-3" -- 10.125 SF LOCKING COVER ( FOR 100 PSI, AREA = 10.125 X (100/200) = 5.06 SF HEAVY DUTY GRAY IRON(CL35)FRAME&SOLID PLAN VIEW TOP OF RINGS REFERS TO THIS POINT Qx P51 AT 28 DAYS) USE WIDTH c 3'-6", HEIGHT = i'-6" (AREA o 5.25 SF) DATE: 01/27/2025 COVERS SETS BY EJ OR APPROVED EQUALS (SEE SANITARY STRUCTURE SCHEDULE) a 24" JTLET PIPE FOR MODEL No.:V1600-3 RG REV/GS CPH2 CV UND N CONCRETE COLLARS IF INLET PIP SANI rARY DISTRIBUTION HEAVY DUTY GRAY IRON(CL35)FRAME&SOLI INSTALLED WITHIN PAVED FINISHED GRADE PITCHED AT A MIN 1/8"/FT -- POOLS ONLY.PIPE COVERS SETS BY EJ OR APPROVED EQUALS 18 SCALE: N.T.S. (�-PO .1 PITCHED AT A MIN. MODEL No.:V1600-3 RG REVIGS CPH2 CV UND PENING MUST BE OVER �--m P.) SURFACE PRECAST CONCRETE RISER x - 118"IFT (LOCKING) OUTLET DROP TEE a , , : PROJECT NUMBER: 24216 a 12"MN ? . x } FINISHED GRADE DRAWING BY: 24" ' "MIN CONCRETE TOP SLAB TO `3 = 7�TTTTTITTT77TTmTf77r TTT rT` TOP OF RINGS REFERS TO THIS POINT N N �- I{ p � INALGRADE ,JR SUPPORT H-20 VEHICULAR a PRECAST CONCRETE RISER La (SEE SANITARY STRUCTURE SCHEDULE) w LOADING Q ®�� CURB BOX 20" 1. f :y :� ;:::�.•..: \ 4. X w TOP OF RING 24" da WITH ROD ; a a a=0=u �w J 0 10"MINCONCRETETOPSLABTO CHECKED BY: DP C3 IC o= ,�� p `" SUPPORT H-20 VEHICULAR LOADING N C3 iC I� i w % z -- (4,000 PSI AT 28 DAYS) APPROVED BY: IMP •?1 y z �� C1 �jw r c�c INLET PIP 20° \ 6"0 DR-18 PVC PITCHED -- ^. / -`.' ® C`n� r3 W P- , > AT 1/4"/FT MIN SLOPE s p 0 1= � SEAL a SIGNATURE. ALTERATION OR ADDITION TO THIS JOINT SEALANT TO BE 1"BUTYL 10 a C>I �0 w "0 DR- PVC DOCUMENT EXCEPT BY A LICENSED STEPS ARE TO BE COPOLYMER y ;�,� RUBBER FOR ALL JOINTS ® ®?� C�cy U PROFESSIONAL ENGINEER IS A POLYPROPYLENE COATED 1/2"STEEL PITCHED VIOLATION OF SECTION 7209, STATE EDUCATION LAW. CA G w i SUB-DIVISION 2,OF T14E NEW YORK n w RISEAL CURB BARS AT 12 O.0 ROVIDENoN-SHRINKING w c� "! "s 5 MAST JOINT SEALANT LU 3,0„ = �UTLET PIPE STOP AND BOX ON STATE NEW L'Oj� 10'-G"0 MIN a 4"0 DR-18 PVC PITCHED IPPLE C'pILOTTq DRAWING No: o AT 1l4"I FT MIN.SLOPE o OUTLET PIPE END CO ��✓' CONCRETE TO BE INFILLED T - %:- :'i,•.:-!. • ''�'• + XISTING 6"0 PIPE T-0"M N CREATE FORMED INVERT TO AT „*5; �.l.;;:•R.�:; ;g cY _ ------- - ----' r ? 1" LEAST THREE-QUARTERS OF THE •'• : J r `` "''.• "•:'•%`j HIGHEST P,ECORDE - z' ° L SF LEU)1 _ ONCRETE FORMED 7 Z x -++-+• GROUNDbVA:ER /� z C W PIPE DIAMETER , -;.':�.�'^.;' '!,4 ',%y;. TO AT LEAST 3/4 OF / r Z 8" , E/ ::; WATER SERVICE PIPE • THE DIAMETER OF THE ACKFILL MATERIAL SHALL B 1 MUELLER MARK II ORISEAL : "' ': �� �0 4'0 PIPE(6"0) CLEAN SAPJD AND GRAVEL L'^' TION VALVE WITH DRAIN MODEL 4 '; F� C- s EW CORPORA 000 PSI REINFORCED e H-10284 OR APPROVED EQUAL 2 %• "�`;� ';..-� -'; �, '-�, .'.:' •.. CONCRETE AT WATER MAIN -., :: S SECTION VIEW NOTE ".. 0815 P / 6'MIN.PENETRATION INTO A VIRGfJ STRATA OF SAND AND GRAVEL �I- _ I SUPPORT H-20 LOADING NOTE Know what's below. � O� 4�0 SANITARY MANHOLE WITH 4"MIN 6-0 0 DUCTILE IRON PIPE SHALL BE USED FOR WATER SERVICE LATERALS. Call before you dig. OFFS COVED/FORMED INVERT LEACHING POOL DETAIL PRIMARY TREATMENT TANK DETAIL WATER SERVICE INSTALLATION DETAIL p (SCDHS STANDARD DETAILS) N T.S. N T.S. �'HOO-272-4480 N.T.S. MARC PILOTTA, P.E. PAGE No: N T.S. NEW YORK STATE PROFESSIONAL ENGINEER #081558 4 OF 11 YAKey CiviAPro)ects12024124216_Ron Kuoppala-705 County Road 48_MattitucklDrawingslKey Clvil'Q4216-2025.05.06-SPP-3.dwg LANDSCAPE NOTES PLANT SCHEDULE LANDSCAPE COMPLIANCE CHART ITEM SECTION PERMITTED/REQUIRED PROPOSED COMPLIANCE 1, THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING,FINISHED GRADING,SOIL PREPARATION,PERMANENT SEEDING OR SODDING,PLANTING AND MULCHING INCLUDING ALL CODE OTY BOTANICAL/COMMON NANE SIZE CONTAINER MATURE HEIGHT NATIVE LABOR,MATERIALS,TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT,UNLESS OTHERyAJISE CONTRACTED BY THE GENERAL CONTRACTOR. ' TOTAL LENGTH ALONG COUNTY 2. EXISTING VEGETATION SHALL BE RETAINED UNLESS SPECIFIED ELSEWHERE ON THIS PLAN. EVERGREEN TREES TREES SHALL BE PLANTED AT INTERVALS OF 30 ROAD 48(EXCLUDING DRIVEWAY): "C 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN.A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT JV 10 JUNIPERUS VlRGINIANA 1 EASTERN RED CEDAR 6-7' B+B 30.65' YES FEET TO 40 FEET DEPENDING ON THE SPECIES, 267.60 L.F. �`' THE LIMIT OF CONSTRUCTION DISTURBANCE.WHICHEVER IS GREATER.LOCAL STANDARDS MAY REQUIRE THAT A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. ITE �, TOE 21 THUJA OGCIDENTALIS'EMERALO'1 EMERALD ARBORVITAE 6-7' B+B 10-15' YES STREET TREES 161-44 AND THE TREES SHALL BE LOCATED FIVE FEET 267.60 L.F.I40=6.7 OR 7 TREES COMPLIES `�, �i. 4. AT NO TIME SHALL MACHINERY,DEBRIS,FALLEN TREES OR OTHER MATERIALS BE PLACED,STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 5. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE"AMERICAN STANDARD FOR NURSERY STOCK". OUTSIDE THE RIGHT-OF-WAY ON PRIVATE EXISTING TREES SUPPLEMENTEDe 6. CALIPER MEASUREP,AENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A,POINT ON THE TRUNK SIX INCHES(6")ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH(4")CALIPER SHADE TREES PROPERTY. WITH 4 NSW(MORE THAN 7 ARAF 11 ACER RUBRUM'AUTUMN FLAME'IAUTUMN FLAME MAPLE 2"CAL.MIN. B+B 40-60' YES TOTAL) SIZE' GTIS 7 GLEDITSIA TRIACANTHOS INERMS'SKYCOLE'TM/SKYLINE THORNLESS HONEY 2"CAL.MIN. B+B 40-60' YES 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 AREAS.TOPSOIL SHOULD BE SPREAD OVER A LANDSCAPE 280 ATTACHMENT 4 35%OF 111,848 SF 42.9% 47,961 SF 2, , n NSW 4 DJ@566�YLVATfCA'WILDFIRE't ELACK GUM 21/2.3"CAL. B+B 30.50' YES ( ) COMPLIES PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. AREA tr} ' y' 8. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY,THE PROPOSED LANDSCAPE,AS SHOWN ON THE APPROVED LANDSCAPE PLAN,MUST BE INSTALLED,INSPECTED AND APPROVED BY THE APPROVING AGENCY.THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES,SHRUBS,VINES OR GROUND COVER SHALL ORNAMENTAL TREES LANDSCAPING.TREES AND PLANTS REQUIRED BY y`Ie 48 OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: CFW 4 CORNUS FLORIDA'WHITE'1 WHITE FLOWERING DOGWOOD 2"CAL.MIN. B+B 20.25' YES THESE REGULATIONS SHALL BE PLANTED IN A GROWING CONDITION ACCORDING TO ACCEPTED HORTICULTURAL PRACTICES,AND THEY SHALL BE 4 1 svm 8.a.PLANTS: MARCH 15 TO DECEMBER 15 EVERGREEN SHRUBS A °' ' IGC 54 ILEX GLABRA'COMPACTA't COMPACT IN 24.30" 5 GAL. 4.6' YES MAINTAINED IN A HEALTHY GROWING CONDITION. , •r .-' 8.b.LAWN: MARCH 15 TO JUKE 15 OR SEPT.1 TO DECEMBER 1 ANY LANDSCAPING,TREES AND PLANTS WHICH SEE NOTE 12 OF THE 8.c.TREES OCTOBER 1 TO DECEMBER 1 AND MARCH 1 TO MAY 31 JHBC 30 JUNIPERUS HORIZONTALIS'BLUEOHIP'1 BLUE CHIP JUNIPER 15.18"SPRD. 3 GAL. .5.1.5' YES 280.92-A COMPLIES ARE IN A CONDITION THAT DOES NOT FULFILL THE "LANDSCAPE NOTES". RP 6 RHODODENDRON'PJM'I PJM RHODODENDRON 24.30" 5 GAL, 3.6' NO INTENT OF THESE REGULATIONS SHALL BE PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION.CONTRACTOR SHOULD CONTACT APPROVING TMD 14 TAXUS X MEDIA'DENSI FORM IS'/DENSE YEW 24.30" 5 GAL, 3.4' NO REPLACED BY THE PROPERTY OWNER DURING AGENCY FOR POTENTIAL SUBSTITUTIONS. 9. THERE SHALL BE NO PLANT SUBSTITUTIONS UNLESS AUTHORIZED BY LANDSCAPE,ARCHITECT AND/OR STAFF OF THE LOCAL MUNICIPALITY. DECIDUOUS SHRUBS THE NEXT PLANTING SEASON FOR THE 10. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB CAC 17 CLETHRA ALN IFOLIA'CALEB'/VANILLA SPICE 24.30" 5 GAL. 3.6' YES PARTICULAR PLANT MATERIAL, BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED.WATERING SHALL CONTINUE ROUTINELY AT LEAST UNTIL PLANTS ARE ESTABLISHED. CSF 10 CORNUS SERICEA'FARROW'/ARCTIC FIRE RED TWIG DOGWOOD 24.30" 3 GAL. 3.4' YES 11. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE(1)YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY ALL LANDSCAPING,TREES AND PLANTING THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT(10%)OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN MATERIAL ADJACENT TO PARKING AREAS, ALL VEGETATION ADJACENT TO A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. ORNAMENTAL GRASSES 280-92-C LOADING AREAS OR DRIVEWAYS SHALL BE PARKING AREAS AND DRIVEWAYS COMPLIES SH 27 SPOROBOLUS HETEROLEPIS 1 PRAIRIE DROPSEED 18.24" 2 GAL. 2.4' YES GENERAL PROPERLY PROTECTED FROM VEHICULAR ARE PROTECTED BY CURBS. 12. LANDSCAPING,TREES AND PLANTS REQUIRED BY THE REGULATIONS WITHIN THE TOWN OF SOUTHOLD ORDINANCE SHALL BE PLANTED IN A GROWING CONDITION ACCORDING TO ACCEPTED HORTICULTURAL REQUIREMENTS f DAMAGE BY BARRIERS,CURBS OR OTHER MEANS.PRACTICES,AND THEY SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION.ANY LANDSCAPING,TREES AND PLANTS WHICH ARE IN A CONDITION THAT DOES NOT FULFILL THE INTENT OF THESE REGULATIONS SHALL BE REPLACED BY THE PROPERTY OWNER DURING THE NEXT PLANTING SEASON FOR THE PARTICULAR PLANT MATERIAL PERENNIALSTO :. Map data Q2024 Terms Report a map error 13. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL.UTILITY COMPANIES SHALL BE CONTACTED NRBW d6 NEPETA RAGEMOSA'BLUE WONDER'1 BLUE WONDER CATMINT 12.15" 2 GAL. THE EXTENT POSSIBLE,EXISTING TREES, 1.2' NO VEGETATION THREE(3)DAYS PRIOR TO THE BEGINNING OF WORK. VEGETATION AND UNIQUE SITE FEATURES,SUCH EXISTING VEGETATION IS 14. CONTRACTOR SHALL ENSURE THAT THE PROPOSED TREES ARE NOT PLANTED ON TOP OF UNDERGROUND PIPES AND ACHIEVE MAXIMUM SEPARATION POSSIBLE. GROUND COVERS AS STONE WALLS,SHALL BE RETAINED AND PROTECTED BY MEANS OF A VICINITY MAP 15. CONTRACTOR SHALL PROVIDE AN AUTOMATIC IRRIGATION SYSTEM FOR ALL LANDSCAPE AND LA4^Y'N AREAS.THE SYSTEM SHALL MEET ALL CODE REQUIREMENTS. CPE 68 CAREX PENSYLVANICA/PENNSYLVANIA SEDGE 6.12" 1 GAL. .5-1' YES 280.92-D PROTECTED.EXISTING HEALTHY,MATURE TREES, TREE PROTECTION FENCE AS COMPLIES N.T.S. LM 95 LIRIOPE MUSCARI I LILY TURF 10-12" 1 GAL. 1-15 NO IF PROPERLY LOCATED,SHALL BE FULLY SHOWN ON THE PLAN, RAGL 6 RHUS AROMATICA'GRO-LOW"t GRO-LOW FRAGRANT SUMAC 15.18" 2 GAL. 1.5.2' YES CREDITED AGAINST THE REQUIREMENTS OF THESE REGULATIONS. PROJECT DATA \ \ IN CASES WHERE THE EDGE OF THE PAVEMENT TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13 LAND NOW OR FOORMERRMERLYY OF ZONE,:R-80 RESIDENCE \ NO PHYSICAL \ \ WITHIN A PUBLIC RIGHT-OF-WAY DOES NOT SEE NOTE ON PLAN STATING ZONE:R-so RESIDENCE JAME$ H. JACOBS JR. de SHARON M, JACOBS usE:RESIDENCE \ 280 92 F COINCIDE WITH THE FRONT LOT LINE,THE THAT SEEDED LAWN AREA SHALL SITE AREA.................................. 111,848 SF(2.57 Acres) COMPLIES usE:RESIDENCE S•C.T.M. 1000-113-12-10.z \ PROPERTY OWNER SHALL LANDSCAPE THE AREA EXTEND TO THE CURBLINE OF ZONING....................................... LB LIMITED BUSINESS SINGLE FAMILY RESIDENCE BETWEEN THE FRONT LOT LINE AND THE EDGE OF COUNTY RD.48. LAND NOR FORMERLY OF THE STREET PAVEMENT. CURRENT USE........................... VACANT THOMAS R. TALBOT $.SING 1000Y REST 2-10.3 „ PROPOSED USE......................... CONTRACTOR'S BUSINESS SINGLE FAMILY RESIDENCE 2)12 9 ti 87`'16'40"I:' 300.00' IN ALL NONRESIDENTIAL DISTRICTS,THERE SHALL 4 `"'.�. '"""'° BE A LANDSCAPED STRIP IN THE FRONT YARD LANDSCAPE STRIP IN FRONT 9 „ c j5 U FRONT YARD IS 60'AND PROPOSED FOOTPRINT........... 22,020 SF 6 AREA;THE STRIP SHALL BE 25'.THERE SHALL BE \ LANDSCAPED 280-93-B BUILDINGS/PARKING LOTS HAVE COMPLIES LANDSCAPEINATURALMREA... 47,961 SF 8 +' 07 11 03 ++ Q 6 ALSO BE A LANDSCAPED AREA 5'WIDE ABUTTING AREA GREATER THAN 5'OF LANDSCAPE 07 „ 6 „ 012 „ \ THE FRONT OF THE BUILDING IN ALL NON AREA. PAVEMENT/CONCRETE AREA... 41,867 SF \ ! 0711 0 7 ® RESIDENTIAL DISTRICTS. f 6 „ \ , 0711 1(1 '+ 7 r (3}� A BUFFER AREA SHALL BE REQUIRED ALONG ALL 8 +� lf` 0 0] " 0 1 ARAF BOUNDARIES OF A NONRESIDENTIAL LOT ABUTTING ANY LOT IN A RESIDENTIAL DISTRICT. 45'OF EXISTING WOODED 7 " 3 GTIS-} O it , „ 10 " , P 280-94-B(3) BUFFER AREA TO REMAIN ALONG COMPLIES 7 „ J O SUCH BUFFER AREA SHALL COMPLY WITH AT ' 9 , THE NORTHERN BOUNDARY. „ _L ,li I „ 9 ++ \ LEAST THE FOLLOWING MINIMUM STANDARDS: I� -j`r jyyyl� `r LIMITED BUSINESS DISTRICT:20 FEET L. FEl 9700WLNn y y y �o \ ANY DISTRICT OTHER THAN A RESIDENTIAL 25.6'OF EXISTING WOODED ++ y W. y y W t CFW y y y DISTRICT ADJOINING LAND OWNED OR JUN 0 2 2025 y y `�' - .-31 CPE �, ® . BUFFER AREA TO REMAIN ALONG \ y y y 11 TOE i- y 280-94-B(6) MAINTAINED BY NEW YORK STATE,SUFFOLK COMPLIES 10 TOE ®l._` i-� ® _�� 0 1 CFW 1 GTIS , COUNTY OR SOUTHOLD TOWN WITH CURRENT OR THE EASTERN BOUNDARY.AREA �~\ -� SOUTHOLD TOWN 3 RP 1 POTENTIAL USE AS PARKLAND:25 FEET. SUPPLEMENTED WITH(JV). PLANNING BOARD THE BUFFER AREA SHALL BE OF EVERGREEN y y = y y \ PLANTING OF SUCH TYPE,HEIGHT,SPACING AND TRANSITION 37 CPE \ ARRANGEMENT AS,IN THE JUDGMENT OF THE PLANNING BOARD,WILL EFFECTIVELY SCREEN BUFFER AREA SUPPLEMENTAL EVERGREEN ( y S JHBC THE ACTIVITY ON THE LOT FROM THE \ 11 IGC- y y '" 'j 6� T \ / ( y BUFFER WITH A DOUBLE ROW OF ® / NEIGHBORING RESIDENTIAL AREA.AS A MINIMUM, 3 SH '� 48 LM 47 LM 280 94-C THE PLANTING SHALL CONSIST OF A DOUBLE ROW (CJVNAT L, COMPLIES TALL,10 FEET 5 CAC y OF TREES SIX FEET IN HEIGHT PLANTED AT EASTERN BOUNDARY. TER IS OVIDED LONG TH ` 2ARAF E 1 6 JHBC INTERVALS OF 10 FEET ON CENTER. i „ \ NONEVERGREEN PLANTING MAY BE INCLUDED TO 3 SH y 11 ( y 9 ++ 6 \ SUPPLEMENT EVERGREEN PLANTING,BUT NOT TO ✓'ter. TAKE ITS PLACE. EXISTING VEGETATION WHERE THE EXISTING TOPOGRAPHY AND/OR SURROUNDING SITE TO P .•'"� :.. y - LANDSCAPING PROVIDES ADEQUATE SCREENING, REMAIN y $ AND ACT AS THE REQUIRED 4 ARAF / 280-94-E THE PLANNING BOARD MAY ACCEPT THE EXISTING COMPLIES �J r ( PLANTING AND/OR BUFFER AREA AS THE TRANSITION BUFFER AREA ' . •a- / �L % 7 �' / . r \ ALONG THE EASTERN AND F t t ' w vz _! y 7 \ REQUIRED PLANTING. NORTHERN BOUNDARIES. A \ 3 05/06/25 JR UNAFFECTED SHEET t 10 SF x 45 PARKING SPACES=450 \ ` LANDSCAPE RE '° 1 GTIS SF OF INTERIOR LA 2 05/01/25 JR V PER SCDPW&HEALTH DEPARTMENT AREA REQUIRED \ �w: •"'� z �M/ C 10 JV COMMENTS 581.5+629.6+1,166.4+970.4= 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS PROPOSED 1-STORY ( + 3,347.9 SF TOTAL PROVIDED ALL USES REQUIRED TO PROVIDE 20 OR MORE AVEAT\ 1 GTIS BUILDING !. r y CONTRACTOR'S y`Yh, _ R w " °, LEAST 10 SQUARE FEET OF INTERIOR H 45 PARKING SPACES 110 4.5 NO. DATE BY DESCRIPTION \ BUSINESS y ,'.V \ LANDSCAPING WITHIN THE PAVED PORTION OF 5 TREES AT 2"CAL.REQUIREDREVISIONS 11,010 SF 5(GTIS)AT 2"CAL.PROVIDED \\ 21 IGC ` �) ✓"�,., .. `.®/ ! .✓""" ° ` ° E AND ATL EIA TONE TREE WITH A TWO-INCHPARKING SPACE f( /� 8 JHBC y w `M-• 280 95 A CALIPER FOR EVERY 10 PARKING SPACES OR EACH SEPARATE LANDSCAPE ( � '000000 y ` o AREAS REQUIRE 100 SF,MIN., COMPLIES y' " y IMENS10N OF AT LEAST 8 AND r ( 1 / FRACTION THEREOF EACH SEPARATE 8 JHBC-`� '/°� /`�� PROPOSED 1-STORY o "" " � y( •y y'•. ; ; LANDSCAPED AREA SHALL CONTAIN A MINIMUM T LEAST 1 TREE AT 2 CAL BUILDING "' OF 100 SQUARE FEET,SHALL HAVE A MINIMUM F D � ( 1 ,.`` AREA 1(581.5 SF) A CONTRACTOR'S LANDSCAPE � \ DIMENSION OF A7 LEAST EIGHT FEET,SHALL BE �� y PLANTED WITH GRASS OR SHRUBS AND SHALL LANDSCAPE AREA 2 629.6 SF / w y INCLUDING 1 CFW AT 2'CAL., �- BUSINESS 6 1/ 0 11,010 SF y .. LEAST ONE TREE OF NOT LESS THAN '� .. 7� INCLUDE AT LEA INCLUDING 1(CFW)AT 2"CAL., Q TWO-INCH CALIPER. LANDSCAPE AREA 3(1,166.4 SF) INCLUDING 1(ARAF)AT 2"CAL., LANDSCAPE NCLUDINGI (ARAF) )AT24SF) 664 BLUE POINT FI®Q®� UNIT INCLUDING 1(ARAF)AT 2"CAL. y PROVIDED 2A HOLTS 1 1742 \ J RAF � NEW YORK NO PHYSICAL POSSESION LAND NOW OR FORMERLY OF \ PARKING AREA AREAS ARE AT LEAST 4 WIDE. '."^' / y y , A LANDSCAPED AREA SHALL BE PROVIDED ALONG LL PERIMETER LANDSCAPE (6 31) 9 61 O 5 O 6 \ LANDSCAPED ERIMETE APE \ GULLY REALM, LLc °,r. �' 3 www. IVI neeri com 6:Pi. S.C.T. . 1000-113-12-12 '� �__ ( ZONE. PROTECTED THE PERIMETER OF ANY PARKING AREA EXCEPT \ CAC VACANT 7 TMD xp 7 TMD - y ey ngi ng. \ @ ./ y ROW Of IGC PLANTED ALONG ( �N �� -3 CAC THAT PORTION OF THE PARKING AREA WHICH THE WEST PARKING LOT ARE PROVIDES ACCESS TO A STREET OR PARKING ' PROJECT NAME 6 NRBW E LAWN AND EXISTING&T A FACILITY ON AN ADJACENT LOT.THE LANDSCAP D ZONE:1,B LIMITED BUSINESS `� C . w rya u y y y y 280-95-B AREA SHALL HAVE A MINIMUM DIMENSION OF PROPOSED TREES TO THE EAST COMPLIES 3 i 6 NRBW S.c.T.M. 1000-113-12-14 \ FOUR FEET,SHALL BE PLANTED WITH GRASS OR PROPOSED c us1.:VACANT' - y �+. � ` PARKING LOT AREA I� �®f®V E -�® 1 3 CAC - Yi y W y LAND NOW OR FORMERLY OF CAC -` y• y y y\ `®/; '' y •♦' y y •Y y `"' 1 012, TOWN OF SOUTHOLD \ SHRUBS AND SHALL INCLUDE AT LEAST ONE TREE y y y =j y - 5 SH y y y y 1 VACANT OR 11424 OF TREESREMETER/QUIRED RED 0'=10.6 22 IGC �' y y � y y y y Y `'® y J• y y y ' y y y y y OF NOT LESS THAN TWO-INCH CALIPER FOR v \1 ARAF ® EVERY 40 FEET ALONG THE PERIMETER OF THE g(ARAF)AND 2(GTIS) D 2"CAL. 1 GTIS 5 NRBW - 1 ARAF y \ L 5 NRBW W y y y y PARKING AREA. PROVIDED AT 40'O.C.ALONG BUILDIN63S PERIMETER OF PARKING AREA „ (,r'��('�y 705 COUNTY ROAD 48 `... `Y •"` W\ ®y i y W •Y •Y .v V, .�,,_ y `a✓" \ MATTITUCK, NY 11952 {;�6+\� y y y v y y y y y y y y o \ TOWN OF SOUTHOLD, COUNTY OF SUFFOLK llu[� y y y y y y y c TREES USED IN PARKING LOTS SHALL INCLUDE ALL TREES PROPOSED IN 5 CSF y y W y y W .Y `W -� W y •Y W y y y 08 ++ ®G, p HONEY LOCUST,PINE,OAK OR OTHER SIMILAR PARKING LOTS ARE DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 a •Y •Y •Y W W y y y y y W�-�C•Y1 y W y y y y y y 2UO-95•C COMPLIES y y y y ! FAST-GROWING,HARDY VARIETIES OR EXISTING FAST-GROWING,HARDY y y y y y y y y W y y y y y y y y TREES WHERE APPROPRIATELY LOCATED. VARIETIES. DRAWING TITLE -1 CFW y 1 CFW y y �t y y y y y v y y y y y y y y 5 CSF y y l y •YY •Y y y y yk y y y y y •Y y y i ,.y y y y T y y •Y y y y y W y y y y y y \ LANDSCAPE PLAN ^ „ y ,'':y y •Y y y y y y J y y y y y y y y y 4/ 0- ' 0 ��++ W •Y y W y yY WY y W y y y•1 y yy G \ I 7 + y3:fit.. � J �`y� \ f� 9 � �6 tSYHy y W y W W y W W y W y 4 NSW y y y W •Y , y !/ y y y y •V y W W y •Y 5'WIDE FILL EASEMENT IN �� „ 6 „ 2 „ 1 y 15 NRBW y y y y y y y y y y y y y FAVOR OF COUNTY OF SUFFOLK 6/1 8 !C) , 5 SH / y y y y y y y J W y y y y y y DATE: 01/27/2025 y y W W •Y y y y y y y y y 'Y ® y y ® y y y y W y y yY y SCALE: 111 301 528.64' 9 NRBW W W W yy 3 RAGL 3 RAGL-7 87 I6'40' W 30 0' W W - EFL - PROJECT NUMBER: 24216 :/-:._ - - -- - - - --- -- ------------------------------- �' - DRAWING BY: JR CHECKED BY: DP 1, �T 13C> VEL LAI®tiTE APPROVED BY: MP F. SEAL& SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, Know what's below. SUB-DIVISION 2,OF THE NEW YORK Call before you dig. UI$'ITH Rd� t 1' �tL©rr STATE EDUCATION LAW. 1-800-272-4480 (5 C7L CCJ�JI RC3 48) DRAWING No: � cL w y W GRAPHIC SCALE r' N T _ IL F..AL _Z 30 0 15 30 60 120 2d'FO os 15y� �P� C-5 pROFES( IN FEET ) 1 inch = 30 ft. ` MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER J081558 5 OF 11 YAKey CiviP,Projects12024124216._Ron Kuoppala_705 County Road 48_h4attituck!DrawingslKey Civil\24216_2025.05.06.--SPP-3.dwg T E .� NOTES: 1. FOR CONTAJNFR-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 148 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. SOIL AMENDMENTS:-MODIFYHEA CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING CONIPOSTED 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 TOVY SEEDING SPECIFICATIONS 5,� 30%,BY VOLUME)OR GYPSUM THROUGHOUT THE FOLLOWING TWO SUMMERS. 48 oMODIFY EXTREMEN SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR 1.PRIOR TO SEEDING,MIX TOP S'LAYER OF TOPSOIL WITH FERTILIZER AND LIME. 10-10-10 FERTILIZER %OF THE TOTAL MIX Z. SOIL AMENDMENTS: SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 S.F. LIME SHALL BE r -argv DRY,SHREDDED CLAY LOAM UP TO 30 *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: 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 TWO LEADERS OR REMOVE ONE AT SOIL TEXTURE TONS/ACRE UBS/1.000 S.F. PLANTING:OTHERWISE,DO NOT 3. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE-EMERGENT PER MANUFACTURER'S SPECIFICATIONS CLAY,CLAY LOAM,AND HIGH ORGANIC SOIL 3 135 PPUNE TREE AT PLANTING EXCEPT SANDY LOAM,LOAM,SILT LOAM 2 90 FOR SPECIFIC STRUCTURAL LOAMY SAND,SAND 1 45 CORRECTIONS ABOVE APPLICATION RATES FOR FERTILIZER AND LIME ARE STANDARD RATES AND SHALL BE ADJUSTED 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 SHALL BE TILLED,FINE GRADED,AND RAKED FREE OF ALL DEBRIS LARGER THAN I-IN DIAMETER. 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" 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. Yx BALL 8"O.C, 6.93" HOLE SHALL BE 2 1/2 TIMES THE 4, GENERAL LDWMAINTFNANCF SEED MIX(#6) Map data 02024 Terms Report a map error WIDTH OF THE ROOT BALL 4"BUILT-UP EARTH SAUCER 101,O.C. 8.66" SEED MIXTURE LBS/ACRF LBS/1,000 S.F. POPES AT TOP OF BALL FINE FESCUE(BLEND) OPTIMAL PLANTING DATES BACKFILL SOIL HARD FESCUE ZONE 58&6A=3/15-5/31 SHALL BE CUT AND .1 PART SOIL AMENDMENT 12"O.C. 10.40" 130 3.0 8/1-10/1 VICINITY MAP REMOVED. FOLD BACK (BASED ON SOFT TEST) D D < CHEWINGSFESCUE ZONE 6B 3/1-4/30 N.T.S. TOP 1/3 OF BURLAP. ALL STRONG CREEPING RED FESCUE NON-BIODEGRADABLE -3 PARTS NATIVE TOPSOIL. 8/I5-I0/I5 15"O.0 13.00" KENTUCKY BLUEGRASS 45 0.1 ZONE 7A&78-2/1-4/30 MATERIAL SHALL BE 8/15-10/30 REMOVED. J.; 4-6"DEEPER THAN ROOT BALL D PERENNIAL PYEGRASS 20 0.5 18"O.C. 15.60" PROJECT DATA -WHITE CLOVER 5 0.1 -NANCE LEVEL TAMP SOIL SOLIDLY AROUND BASE nAINTE UNDISTURBED SUBGRADE ... ....... :37 TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13 OF ROOT BALL (B)FREQUENT MOWING(4-7 DAYS),OCCASIONAL FERTILIZATION,LIME AND WEED CONTROL DIG WIDE,SHALLOW HOLE WITH SET ROOT PALL ON FIRM PAD IN 24"O.C. 20.80" (C)PERIODIC MOWING(7-14 DAYS),OCCASIONAL FERTTLJZATTON AND LIME SITE AREA................................. 111,848 SF(2.57 Acres) (D)INFREQUENT OR NO MOWINC,FERTILIZATION AND LIME THE FIRST YEAR OF ESTABLISHMENT TAPERED SIDES REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGH-T 2000 BOTTOM OF HOLE PLANTED ON CENTER(SEE SPACING CHART) 30"O.C. 26.00" 'WHITE CLOVER CAN BE REMOVED WHEN USED TO ESTABLISH LAWNS ZONING....................................... LB LIMITED BUSINESS EVERGREEN TREE PLANTING DETAIL 5.SEED SHALL.BE APPLIED IN TWO DIRECTIONS AT RIGHT ANGLES TO EACH OTHER. ONCE APPLIED,FIRM NOT To SCALE 36"O.C. 30.00" T14E SOIL WITH A CORRUGATED LAWN ROLLER TO PROMOTE SEED-TO-SOIL CONTACT. CURRENT USE........................... VACANT 6.APPLY UNROTTED SMALL GRAIN STRAW,HAY FREE OF SEEDS,OR SALT HAY TO ALL SEEDED AREAS AT THE PROPOSED USE......................... CONTRACTOR'S BUSINESS 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 PROPOSED FOOTPRINT...,..,.... 22,020 SF 2"DOUBLE SHREDDED ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS:PEG AND TWINE,MULCH NETTING,CRIMPER,OR S—A HARDWOOD MULCH(DO NOT LIQUID MULCH-BINDER. LANDSCAPE/NATURAL AREA... 47,961 SF 7,IRRIGATE NEWLY SEEDED AREAS WITH A MINIMUM OF 114 INCH OF WATER TWICE A DAY(NOT DURING PLACE MULCH AGAINST THE PERIODS OF INTENSE SUN)UNTIL VEGETATION 15 WELL ESTABLISHED. PAVEMENT/CONCRETE AREA... 41,867 SF BASE OF THE PLANT) GENTLY PULL ROOTS AWAY FROM TOPSOIL MASS WITH FINGERS f _:J i,-: NOTES: 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PUI t THE ROOTS OUT OF THE G�M 0 WLE 11D BACKFILL SOIL M OUTER LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE . ........ NT *1 PART SOIL AMENDME CONTAINER % (BASED ON SOIL TEST)2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE J U N 0 2 2025 ' .......... .... 3 PARTS NATIVE TOPSOIL ..... FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 3. SOIL AMENDMENTS: 'MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE sou THOLD TOWN BARK(LIP TO 30%BY VOLUME)OR GYPSUM PLANNING BOARD 'MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR I 1— 0— i.f UNDISTURBED SUBGRADE DRY,SHREDDED CLAY LOAM UP TO 30%OF THE TOTAL MIX :::::::i AVOID PURCHASING TPEFS WITH TWO LEADERS OR REMOVE ONE AT PLANTING:OTHERWISE,DO NOT PRUNE TREE AT PLANTING EXCEPT FOP SPECIFIC STPU1_7UPAL CORRE-71ONS GROUND COVE R/PEREN N IALIANN UAL PLANTING DETAIL N.T.S. DO NOT STAKE OR WRAP TRUNK SET ROOT BAL L FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS HOLE SHALL BE 2 1/2 TIMES THE WIDTH OF THE ROOT BALL CUT BANDS OF WIPE BASKET AND FOLD AWAY FROM-!OR OF POOT 3"DOUBLE SHREDDED BALL HARDWOOD MULCH(DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK) 4'BUILT-UP EARTH SAUCER ROPES AT TOP OF BALL BACKFILL SOIL SHALL BE CUT AND 'I PART SOIL AMENDMENT REMOVED. FOLD BACK BASED ON SOIL TEST) TOP 1/3 OF BURLAP. ALL 3 PARTS NATIVE TOPSOIL NON-BIODEGRADABLE MATERIAL SHALL BE -6"DEEPER THAN ROOT BALL 3 05!06/25 JR UNAFFECTED SHEET REMOVED. NOTES: UNDISTURBED SUBGRADE 2 TAMP SOTI.SO'IDLY AROUND BASE REV PER SCDPW&HEALTH DEPARTMENT OF ROOT BALI. 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 05/01/25 JR COMMENTS ENTS OF THE CONTAINER. DIG WIDE SHALLOW HOLE WITH SET ROOT BALL ON FIRIA PAD IN 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS TAPERED WIDE, BOTIOM 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 DETAIL *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY VOLUME)OR GYPSUM NO. DATE BY DESCRIPTION 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 REVISIONS 8"TO 12" V. 7 FF, I IFU TOP OF SHRUB ROOT BALL SHALL BE SET ROPES AT TOP OF BALL SHALL BE CUT AND FLUSH WITH FINISHED GRADE REMOVED. FOLD BACK TOP 1/3 OF BURLAP C I V I L E F14%I r, I I'M F,112 Fla,I R!Ov ALL NON-BIODEGRADABLE MATERIAL SHALL BE REMOVED. 3"DOUBLE SHREDDED HARDWOOD 61524 BLUE POINT ROAD, UNIT B MULCH(DO NOT PLACE MULCH AGAINST HOLTSVILLE, NEW YORK 11742 TREE PROTECTION ZONE/DRIPLINE THE BASE OF THE PLANT) (115331) 961-0506 ..... www. ey v n9ineering.com PLANTING HOLE SHALL BE 12"T 0 A E' CONTAINER-GROWN PLANT WITH 18"DEEP. FOR LARGER • ROOTS PULLED OUT OF BALL ROOT BALLS,MAKE DEPTH MIN.4 . . . I .., . : PROJECT NAME -j d • SHRUB • DEEPER THAN BALL, :% BACKFILL SOIL % PROPOSED 1 PART SOIL AMENDMENT ..... .........• (BASED ON SOIL TEST) BALLED AND BURLAPPED PLANT 1177 rr! *3 PARTS NATIVE TOPSOIL COINITRACTOR'S It"31"U'SINESS WTAL! FLUORESCENT SOIL SURFACE ROUGHENED TO UNDISTURBED SUBGRADE B U I L D I G ORANGE HIGH-DENSITY AREA WITHIN TREE CONSTRUCTION FENCE OR PROT ECTION ZONE TO REMAIN BIND WITH BACKFILL SOIL. REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 APPROVED EQUAL UNDISTURBED DURING 705 COUNTY ROAD 48 CONSTRUCTION MATTITUCK, NY 11952 &LONG WOOD OR STEEL DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL TOWN OF SOUTHOLD, COUNTY OF SUFFOLK FENCE POSTS. POSTS SHALL BE SPACED HORIZONTALLY 8* N.T.S. DIST.1000, SECT.: 113, BLOCK: 12, LOT: 13 ON CENTER MAXIMUM, DRAWING TITLE AREA OF SITE 4' AREA OF SITE CONSTRUCTION oNsTRUC7ION LANDSCAPE DETAILS 2- DATE: 01/2712025 SCALE: N.T.S. REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHi 2000 TREE PROTECTION FENCE DETAIL NOT TO SCALE PROJECT NUMBER: 24216 DRAWING BY: JR CHECKED BY: DP APPROVED BY: MID ALTERATION OR ADDITION TO THIS SEAL&S E: DOCUMENT EXCEPT BY A LICENSED tIEW PROFESSIONAL ENGINEER IS A VIOLATION OF SECTI ON 7209 SUB-DIVISION 2,OF THE NEW YORK STATE EDUCATION LAW. DRAWING No: N _AL D 08,15 N/ C-6 )0 ROFES':>\ Know what's below. Call before you dig. 0 -272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 6 OF 11 YAKey CiviI\ProjecW2024\24216_Ron Kuoppala--705 County Road 48_mattTtuck\Drawings\Key Civil\24216-2025.05.06-SPP-3.dwg SITE LIGHTING NOTES 1, REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. , LU INI E SCHEDULE NO REVISIONS,ALTERNATES,OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR ° c�fiQ�'c 2.CALCULATION SUMMARY WRITTEN APPROVAL FROM THE ENGINEER. % SITE rvly� FIXTURE FIXTURE MANUFACTURER I FIXTURE DESCRIPTION I MOUNTING COLOR LUMENS TOTAL ARRANGEMENT TOTAL SYMBOL QUANTITY LABEL ARRANGEMENT COUNT MOUNTING TYPE HEIGHT LLF TEMPERATURE PER FIX. LUMENS WATTS WATTS LABEL CALC TYPE UNITS AVG MAX MIN AVG/PAIN MAXIMIN 3. ILLUMINATION LEVELS SHOWN IN FOOT-CANDLES. PARKING LOT ILLUMINANCE 0.41 3.20 0.00 NIA NIA 4. ILLUMINATION LEVELS ON THIS PLAN HAVE BEEN CALCULATED FOR PROPOSED SITE AREA LIGHTS ONLY.ACTUAL 13 COOPER/XTOR1 B-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. 48 6. ILLUMINATION LEVELS SHOWN ON THIS PLAN WERE CALCULATED USING AG132 PHOTOMETRIC SOFTWARE. G r "48 7. NOTE:ALL LIGHTING TO BE SET ON PHOTOCELL SENOR TIMERS,WHERE LIGHTS WILL BE TURNED ON HOUR AFTER -""" tVe C3tt3 DUSK UNTIL 10 PM. �a SITE LIGHTING COMPLIANCE TABLE TOWN OF SOUTHOLD CODE•SECTION 172.5 PERMITTEDIREQUIREO PROVIDED MAXIMUM MOUNTING HEIGHT 35'-0" 15'-0" f 10,000 LUMENS/ACRE x 2.57 Map data©2024 Terms Report a map ery6r MAXIMUM LUMENS FOR COMMERCIAL USE ACRES=25,700 LUMENS COMPLIES(25,213 LUMENS) MAXIMUM fc 5 fc 3.10 fc VICINITY MAPN.T.S. \ MAXIMUM LUMINANCE AT PROPERTY LINE L.o L.'J L.a ? ., L.`) L.o L. L.a ?., (:.o L.') (,.n e.o L.a L.o L.ONo p l '•possE§EON L.o L.0 C.o L.0 L.o L.o L.o L.o e.o L.D $.o L.o L.o e.0 L. L.o *C.0 C.o L..9 L.o L.o C.o \ L.I) L.I) L'0 (RESIDENTIALINON-RESIDENTIAL) 0.05fc10.1 fc COP•,1PLIES(O.00fc) PROJECT DATA LAND NOW OR FORMERLY OF ZONE:R-80 RESIDENCE « s ACCT.W ,1JR.& - d, . .; JSE:RE•SIDENCE * TAX MAP NUMBER..................... Dist.1000.Sect.113,Block 12,Lot 13 ZONE:R-80 KL:SIDENC;F DAMES H. JACOBS JR. dt SHARON M. ACOBS, I+ \, i).,{ISF",RI-SID!-dC�>.,) i;. L.) C..0 L.a L.> L• . 3L,� MILYRESID`2ENCE"2L.J c.7 L.7 L.) L.o L.o L.o L.o 0 L.o L.o L.p L.o L.0 L.o \L.') L.0 L.o L.o L.o L.) L.o L.o c.) *o, SITE AREA.................................. 111,848 SF(2.57 Acres) LAND NOW OR FORMERLY OF « , + , + + + + , + , ,, +, , +, + +, + , , , + c.o (,.n11�o11AS R. T,ALBOT`,•,, a D.n u.a o n e.o O.o L.o c•.o D.o c.o c•.o o.o c.0 c•.o L.o L.o L.D 0.0 0.0 L.o L.o L.o L.o L.0 L.o L.o a o L o c.0 c.o L.o L.0 e.o L.D L.) e.o L.o ZONING....................................... LB LIMITED BUSINESS S.C.T.M• 1000-113-12-10.3 SINGLE FAMILY RESIDENCE N 87 16'40" F, 300.00' CURRENT USE........................... VACANT - _ - M.® was ego war � Win 6 L.0 A L.J L.L ` L 15 r,.;) 7) I-I) 1 .+s u.0 C.:) o.0 L..) L.J L.L L.D L.D L.D L.D L.1) L.J L.:) f PROPOSED USE......................... CONTRACTOR'S BUSINESS S.a `8 r, + , 1 L.o L.o L.o L.a '''. rr L.o L 8 /L.o L.,) L.o L.0 I).o L.0 L.0 L.'J L.o L. 6Lr o O.o L.o L.0 e.o L.0 L.o o L.o b.o 1).1) 1"..1) L.o c.o \\.o L.o 'L.o PROPOSED FOOTPRINT........... 22,020SF L.o u.. f 7 „ 67 0 8 rr 6 6 "0 012 I LANDSCAPE/NATURAL AREA... 47,961 SF L.0 L.' '':.' ` ,. L.a f.h „ S:.a (:.n ?lir „L.0 1).a L.o L.0 , 7bro L.o L.o L. g yr.o L.o L.o �z„ L.o L.o L.o L.OQu.o L.o c.'J c.o 'r,.o L.o L1 L.o L.o L.o L.o L.0 L.o L.' L.0 L.o PAVEMENT/CONCRETE AREA... 41,867SF (39 ko L.:) (;.) .;.') (:,n .:.:) L.�i L.:) L.0 i:.:) �i.n 0.') L.0 b.a O.011Lu0 L•.0 L.o 0.0 C..0 O.0 0.0 C.6 L.0 L.0 0.0 L.0 L.0 0.0 0.0 1".1) 0 „ L.0 L.0 '0.') (i 0 '�.10 0.0 0.0 L.0 b.J 0.0 L.0 0.0 L.I) I 7 r, Old 7' 9 „ „ lc ° Cpll ,,�.-..,,QQ rr � �, 1).a L.0+,:.:) c'^a,7)11 „ ) *;8;) O,0 L.a 0.0 O.�a 8 L.o L.I) L.I) �1L) L.0 L.o L.o 009 L.o O.o L.o L.:) L•.o C..o G..1) 9, L.1) L.0 L.o L.0 an +C..9 1".1) L.o C..'J L.0 L.I) (\.0 L.o 8 " \ L.' 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L.0 L.0 L.0 0.0 0.0 78,1 L.D L.0 L.0 ). 0+.,'---b--0__ ;.p L.Y�dYO ii.0 L.y - .'.1 o _)..0 C..0 0.0 0.0 C 0 G, 0 C..0 C. L.D L.0 i:.0 o.0 J C'.D L.I.) Orr L 1 L.0 L.0 L.0 o.D L.D ( `�,8 705 COUNTY ROAD 48 L.,) C.0 L.0 L.0 L.0 0.0 L.0 l L.0 L.'J �, L.0 L.0 L.0 L.0 L.0 L.9 L.0 1 L.0 L.0 L.D L.0 'LI.0 0.0 L.0 L.0 0.0 L.0 o.0 n L.D L.D L.0 L.0 \ ® � 11, 0 \ MATTITUCK, NY 11952 \ $ ;' TOWN OF SOUTHOLD, COUNTY OF SUFFOLK L.0 L.0 0.0 C.0 L.0 0.0 V1.0 rh 0.0 L.0 L.D L.0 +C.0 C.D +C.0 L.0 0 L.0 L.0 L.0 L 0.0 L.0 0.0 L.0 L.0 L.0 L.0 L.0 +i.0 0.0 L.0 0.0 0 C.0 0.o :.D L.D G..0 0.0 L.0 0.0 n " DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 L.0 L.D L.0 G.0 C'.O L.0 0. L.D L.0 L.0 L.D 0.0 L.0 0.0 L.0 L.D C•.0 L.0 L ', 0.0 L.D (13)'r .0 0.0 C'.0 0.0 0.0 0.0 L.0 L.0 C•.0 L.0 0.0 C•.0 0.0 0.0 0. 0.0 L.0 0.0 L.0 L.0 DRAWING TITLE 15110 1 \ L.0 L.0 +C.0 L.D C.0 0.o L.0 L.D L.o L.0 L.0 L.0 C.0 L.0 L.o L.o L.0 0.0 LI:o L.o o.o L.0 L^.(0 L.0 c.0 L.0 L.p L.0 L.0 u.o L.0 L.0 L.0 L.o L.0 L.0 L.0 L. L.o L.D '0.0 L.0 \ \ L.D L.0 L.D C..D L.D L.0 0 L.a 0.0 L.0 L.0 0.0� "L.0 L.D L.D L.D LI�O 0.0 L.0 0.0 0016 0.0 C.0 Z L.0 C'.D C'.D L.0 C.0 L.0 L.0 L.0 0.0 L.0 C.0 L.D L.0 0.0 L.0 L.0 n u \ 6 �' r 7 " � ;, '� * * � SITE LIGHTING PLAN ��,, 7 TAVOR�OPICOUNTYOFSU FOLK J._ L.6 0-d""66„0"' O.B r' 06 81 rrtyto ',0 L.0 L. 0.o L.r) 0 L.0 L.0 L.o ' .0 0.0 C.D +C.o u.0 L.0 L.0 L.0 L.0 L.0 L.0 L.0 L.D L.0 L.o L.D L.o L.0 L.D -'t' E4' DATE: 01/27/2025 -C +-'er1�. n n aG' +' m *'.w�nw + •Ywr Y�ner « 1 alit iw * .2 S 87"16'40" lT�/ 300.00' W W W W W W W W W W F F-MAI - - SCALE: 1"= 30' * I.,) 0.0 L. 0 0. L.0 L.0 L.0 L.0 L.D L.5 0.0 /.// PROJECT NUMBER: 24216 C.0 L.0 C.0 0 L 0 L.0 0.0 C.0 .0 .0 C'.0 0.0 L.0 L.0' .0 0. 0 L 0.0 L.D L.0 L.D D.0 L.D 0.0�L.O L.0 L.D L.0 L.0 L.0 L.D 0.•0 0.0 L.D L.D C 0/ C.D U.D 0.0 + �- / DRAWING BY: JR o.o L.D 0 n �;- 0 0.0 0.0 L.: 0.0 C.0 C.o D.o 0.0 'C.0 L.D L.o *C.0 L.o L.0 L.0 0.0 0.0 L.0 L.0 L.0 C.0 0.0 0.0 L.D L.D L.o L.D L.0 L.0 L.0 , « , ,.: 0.0 C.0 C.0 C.0 0.0 D.D D.0 e.0 c.0 0.0 L.o L.D 0.0 0.0 0.0 0.0 0.0 u.o u.o L.o 0.0 -..-. APPROVED BY: MP y .1K SEAL�SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT GI A LICENSED 1�1 PROFESSIONAL ENGINEER IS A VIC Know what's below. CaII before you dig. �S OLK C® , CATION OF SECTION 7209, ����{ ��� SUB-DIVISION 2,OF THE NEW YORK �j Y9 STATE EDUCATION LAW 1-800-272-4480 ~ * DRAWING No: G TIL S AID r GRAPHIC SCALE C-7 30 0 15 30 60 120 � /'. / OFESS� IN FEET 1 inch = 30 ft. MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER 1081558 7 OF 11 Y:\Key Civil\Prolects)2024\24216-Ron Kuoppala_705 County Road 48-Mattituck\Drawings\Key CiviQ4216..2025.05.06._SR-3.dwg 6. TTEA�1' _47 F C11 NO PHYSICAL POSSESION SOIL EROSION & SEDIMENT CONTROL NOTES: MD N R FORMERLY OF ZONE:R-80 RESIDENCE JAMES Co OW 0. 8, WON M. JACOBS USE:RESIDENCE 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. ZONE:R-80 RESIDENCE BS JR USE:RESIDENCE S 1000-1 -1 2-10.2 SINGLE 13 S�C T GLE FAMILY RESIDENCE LAND NOW OR FORMERLY OF 2. THE STORMWATER POLLUTION PREVENTION PRACTICES PROPOSED HEREON HAVE BEEN IDENTIFIED AS THE THOMAS R. TALBOT S.C.T.M. 1000-113-12-10.3 MINIMUM RECOMMENDED PRACTICES. ADDITIONAL STORMWATER MANAGEMENT FACILITIES OR PRACTICES SINGLE FAMILY RESIDENCE N 87`16'40"E 300.00' SHALL BE INSTALLED TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. CONTRACTOR TO NOTIFY IN WRITING AND 06 CONSULT WITH THE ENGINEER OF RECORD IF ADDITIONAL MEASURES ARE REQUIRED OR IF THERE IS EVIDENCE 07 08 /1 0611 INDICATING POTENTIAL OR REALIZED IMPACTS ON WATER QUALITY DUE TO ANY STORMWATER DISCHARGE j 0611 ASSOCIATED WITH CONSTRUCTION ACTIVITIES. MapdataC2024 Terms Reportamaperrbr 07 07 081, 711 6 "0 012 0611 3. NOTHING IN THIS STORMWATER POLLUTION PREVENTION PLAN'S DRAWINGS OR ANY ASSOCIATED REPORTS VICINITY MAP 07 ", 0911 0 1211 RELIEVES THE CONTRACTOR OR OWNER/OPERATOR FROM OBTAINING ANY OTHER PERMITS REQUIRED BY LAW -P ' 10,0 0711 N.T.S. 01111 (39, OR COMPLIANCE WITH TAKING ALL REASONABLE STEPS TO MINIMIZE OR PREVENT ANY DISCHARGE IN E 711 710 VIOLATION OF NYS DEC OR WHICH HAS A REASONABLE LIKELIHOOD OF ADVERSELY AFFECTING HUMAN HEALTH 12 '0 0111, W 11 OR THE ENVIRONMENT. PROJECT DATA 06 " or Q 2 Ql 081) 16-1 13 01�_ 09 , 0 4. CONTRACTOR SHALL BE FAMILIAR WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION APPROXIMATE LOCATION 1 12 43 AND SEDIMENT CONTROL('BLUE BOOK')DATED NOVEMBER 2016,ANY REPORTS PREPARED SPECIFICALLY FOR SIT E AREA.................................. 111,848 SF(2.57 Acres) MATERIAL OR SOIL STOCKPILETHIS PROJECT, AND THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL /1- 0 0 CONSERVATION FOR STORMWATER DISCHARGE. ZONING....................................... LB LIMITED BUSINESS 0 0 CURRENT USE........................... VACANT PROPOSED INLET 1 5. EROSION CONTROL MEASURES TO PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM PROTECTION(TYP.) EXITING THE SITE SHALL,AT A MINIMUM,CONFORM TO THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION PROPOSED USE......................... CONTRACTOR'S BUSINESS APPROXIMATE LOCATION OF AND SEDIMENT CONTROL UNLESS ADDITIONAL MEASURES ARE NOTED OR REQUIRED BY THE ENGINEER OF PROPOSED FOOTPRINT........... 22,020 SF CONSTRUCTION DUMPSTER RECORD. LANDSCAPE/NATURAL AREA 47,961 SF 6. IT SHALL NOT BE A DEFENSE FOR A CONTRACTOR OR AN OWNER/OPERATOR IN AN ENFORCEMENT ACTION THAT PAVEMENT/CONCRETE AREA 41,867 SF 13� 0/ 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 06 SEDIMENT CONTROL PRACTICES. SOIL EROSION CONTROL MEASURES SHALL BE ADJUSTED/RELOCATED BY CONTRACTOR AS IDENTIFIED DURING SITE INSPECTIONS IN ORDER TO MAINTAIN EFFECTIVENESS OF CONTROL MEASURES. '� \ �,,.✓ \`�/ /f 10 7. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES SHALL BE DEEMED INCLUDED IN THE PRICE BID FOR THE SITE WORK. �: ` C( 8. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK SHALL BE DONE AS INDICATED IN THE 11 0 JUN 0 2 2025 CONSTRUCTION SEQUENCE. SOUTHOLD TOWN PLANNING BOARD 9. INSTALLATION OF EROSION CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 0 7# RECOMMENDATIONS AND REQUIREMENTS. 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 ENSURE THAT THEY ARE BEING MAINTAINED IN EFFECTIVE OPERATING CONDITION AT ALL TIMES. INSPECTION OF ALL IMPLEMENTED PRACTICES SHALL OCCUR WEEKLY AT A MINIMUM. IF DEFICIENCIES ARE IDENTIFIED,THE PROPOSED 1-STORY 014" CONTRACTOR SHALL BEGIN IMPLEMENTING CORRECTIVE ACTIONS WITHIN ONE BUSINESS DAY AND SHALL BUILDING 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 REACHES (1/2) ONE-HALF CAPACITY UNLESS OTHERWISE NOTED OR AS DIRECTED BY THE ENGINEER. THE MATERIAL SHOULD BE INCORPORATED INTO THE SITE IN A STABILIZED MANNER. IF.F. EL. 41. 12. TEMPORARY SEED AND MULCH SHALL BE APPLIED TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO PROPOSED 1-STORY FINISHED GRADE AND VEGETATED WITHIN 15 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING BUILDING SEASON, THEY SHALL BE STABILIZED WITH GEOTEXTILE FABRIC AND MAINTAINED ACCORDING TO BEST CONTRACTOR'S PRACTICES. k� BUSINESS 11,010 SF 13. CONTINUE INSPECTION AND REPAIR OF STORMWATER POLLUTION PREVENTION MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND PERMANENT STABILIZATION IS ACHIEVED. 3 05/06/25 JR UNAFFECTED SHEET F.F. EL, 41.n� APPROXIMATE LOCATION OF -.00, REV.PER SCDPW&HEALTH DEPARTMENT JOB TRAILER AND 14. REMOVE EROSION CONTROL MEASURES,SILT,AND DEBRIS UPON ESTABLISHMENT OF PERMANENT STABILIZED 2 05101125 JR errCOMMENTS TEMPORARY SANITARY COVER OF ALL UPSTREAM/TRIBUTARY AREAS. 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS FACILITIES(IF NEEDED) 6" 15. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE NO. DATE BY DESCRIPTION DISPOSED OF IN ACCORDANCE WITH ALL CITY,STATE,AND FEDERAL LAWS AND APPLICABLE CODES. NO PHYSICAL POSSESION LAND NOW OR FORMERLY OF CULLY R Yj LLC S.C.T.M. 1 00�!) 3-12-12 41 ZONE:PROTECTED 16. THESE PLANS ARE BASED ON INFORMATION AVAILABLE TO OUR OFFICE AT THE TIME OF PLAN PREPARATION. REVISIONS VACANT -VERIFY EXISTING CONDITIONS AND NOTIFY OUR OFFICE IF ACTUAL SITE CONDITIONS CONTRACTOR SHALL FIELD t A�b DIFFER FROM THAT SHOWN ON THE PLAN,OR IF THE PROPOSED WORK WOULD BE IMPACTED BY ANY OTHER SITE FEATURES. ZONF:1 13 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. LAND NOW OR FORMERLY OF 0 12' TOWN OF SOUTHOLD VACANT 18. REFER TO GRADING AND LANDSCAPING PLANS FOR ADDITIONAL INFORMATION. 41 oil, 19. CONTRACTOR SHALL CLEAN ALL ON-SITE EXISTING & PROPOSED DRAINAGE STRUCTURES AND W­ INTERCONNECTING PIPE AT END OF PROJECT AS WELL AS ANY OFF-SITE DRAINAGE STRUCTURES THAT MAY 01? HAVE RECEIVED RUNOFF FROM THE SITE. 0 20. CONTRACTOR SHALL PROVIDE TEMPORARY INLET PROTECTION BEYOND THE LIMITS OF DISTURBED AREA AS IFE 081, NZ jp� i 1. NECESSARY TO PREVENT SILT AND DEBRIS FROM CONSTRUCTION ACTIVITIES GETTING INTO ANY DRAINAGE 611324 BLUE POINT ROAD, UNIT B 41 PROPOSED INLET 0 SYSTEM FOR WHICH THE PROJECT IMPACTS. HOLTSVILLE, NEW YORK 11742 0 PROTECTION(TYP.) 08 /1 24' 21. CONTRACTOR SHALL LOCATE CONCRETE WASHOUT AREA, STOCKPILE AREA, AND CONSTRUCTION WASTE (6311961-0506 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 0 OF CONCRETE TRUCK CONTRACTOR'S EMPLOYEES TRAINED IN THE APPLICATION OF SPILL PREVENTION&RESPONSE PROCEDURES. PROJECT NAME WASHOUT STATION 09 " \ - � il, 1 22. CONTRACTOR SHALL IDENTIFY LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE PROPOSED U-1 __ WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED ON THE PLAN. 09 C016" 7110 23. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND CONTRIACTOR'S IBIUSINESS z 5'WIDE FILL EASEMENT8 rr IN pto 6 10 C12 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. FAVOR OF COUNTY OF SUFFOLK a, I'Oft 52S.6 06/1 24. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: BUILDIN U I a. STABILIZED CONSTRUCTION ENTRANCE/EXIT-A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT 705 COUNTY ROAD 48 S " 640" W 300.00, SHALL BE INSTALLED AT THE DRIVEWAY ON FLANDERS ROAD; THIS AREA SHALL BE GRADED SO THAT W_ _W_ -W W_ 40 -w-Eft) 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 UTILIZED FOR SITE CONSTRUCTION AS SOON AS PRACTICABLE.SHOULD EXCESSIVE DUST BE GENERATED, 7 NECESSARY FOR REQUIRED THE CONTRACTOR SHALL APPLY WATER TO BARE SOIL SURFACES TO MINIMIZE BLOWING DUST. DRAWING TITLE CONSTRUCTION PHASING PROPOSED SILT FENCE TO BE 25. THE RIGHT-OF-WAY IS NOT TO BE USED FOR STORAGE OR STAGING OF EQUIPMENT OR MATERIALS DURING SOLID WHITE LINE PLACED DOWN GRADIENT OF Wj---Sr 13C:)TJPq1E> CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THE RIGHT-OF-WAY DURING .................................................. DISTURBED AREAS IN ASPHALT SOLID YELITULINE....... . ......... CONSTRUCTION AND SHOULD INSTALL FENCING ALONG THE PROPERTY'S FRONTAGE TO LIMIT ACCESS FOR SOIL EROSION & AREAS.CONTRACTOR TO RELOCATE EDGE OF PAVEMENT ----------------------- CONSTRUCTION VEHICLES TO DEFINED POINTS OF INGRESS/EGRESS, DURING THE COURSE OF CONSTRUCTION ACTIVITIES, 26. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS PERMANENTLY OR TEMPORARILY (EXISTING DISTURBEDNCR SEDIMENT CONTROL PLAN GRASS MEDIAN 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 ]Rt(:XA]E> 413) BUSINESS DAY AND COMPLETED WITHIN FOURTEEN (14) DAYS FROM THE DATE THE CURRENT SOIL DATE: 01/27/2025 DISTURBANCE ACTIVITY CEASED. SCALE: ill = 30' PROJECT NUMBER: 24216 DRAWING BY: JR CHECKED BY: DP APPROVED BY: MP ALTERATION OR ADM I[ON TO THIS SEAL& SIGNATURE: AREADATA DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, Know what's below. PROPERTY AREA................................ 111,848 SF(2,57 Acres) SUB-DIVISION 2,OF THE NEW YORK Call before you dig. &14E y STATE EDUCATION LAW. TOTAL DISTURBED AREA.................. 98,272 SF(2.26 Acres) ?I 07'r 1-800-272-4480 ?,, EXISTING IMPERVIOUS AREA 0 SF(0.00 Acres) *0� DRAWING No: PERVIOUS AREA 111,848 SF(2.57 Acres) No LED Uj GRAPHIC SCALE LU 30 0 is 30 60 120 PROPOSED IMPERVIOUS AREA 63,887 SF(1.47 Acres) I C-8 CO PERVIOUS AREA 47,961 SF(1.10 Acres) 0, 0815 16 r\3 ( IN FEET ) PROF 1 inch = 30 ft. L, MARC PILOTTA, P E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #0;1558 8 OF 11 Y.\Key Civi!\ProjectsT02C24216_Ron Kuoppala--705 County Road 48..Mattituck\Drawings\Key Civil124216-.2025.05.06--SPP-3.dwg TREE PROTECTION ZONEIDRIPLINE INSTALL PAD LOCK (SEE NOTE 2) \0 SITE 4'TALL FLUORESCENT ORANGE DISPLAY"SWPPP",THE NPIDES 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 ZONE TO REMAIN UNDISTURBED A MINIMUM OF ONE 3"THREE RING 6'LONG WOOD OR STEEL DURING CONSTRUCTION BINDER IN GOOD CONDITION. FENCE POSTS. POSTS SHALL BE SPACED HORIZONTALLY 8' ON CENTER MAXIMUM. CONSTRUCTION PERMIT PAPERWORK STORAGE NOTES: 1. CONTRACTOR MUST MAINTAIN THE SWPPP BINDER IN SECURE LOCATION,SUCH AS JOB TRAILER,ON-SITE 41 ... CONSTRUCTION OFFICE,OR MAILBOX WITH LOCK. THE SECURE LOCATION MUST BE ACCESSIBLE DURING 48 .. AREA OF SITE CON AREA OF SITE NORMAL BUSINESS HOURS TO AN INDIVIDUAL PERFORMING COMPLIANCE INSPECTION. CONSTRUCTION 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: CONSTRUCTION PERMIT PAPERWORK INCLUDES: 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 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. COMPACTION OF TREE ROOTS. C. NOI SIGNED BY OWNER AND SWPPP PREPARER. MINIMAL SOIL DISTURBANCE RESTORATION NOT REQUIRED CLEARING AND GRUBBING INSTALL STABILIZED CONSTRUCTION ACCESS WEEKLY OR AS REQUIRED D. MS4 SWPPP ACCEPTANCE FORM. HYDROLOGIC SOIL HYDROLOGIC SOIL INSTALL WORK TRAILER OR MAILBOX FOR CONSTRUCTION E. NYS DEC GENERAL PERMIT No.GP-0-20-001. TREE PROTECTION FENCE AREAS WHERE TOPSOIL IS STRIPPED ONLY- GROUP A&B GROUP C&D PROTECT AREA FROM ANY ONGOING PERMIT PAPERWORK STORAGE J§ MapdataC2024 Terms Reportamaperrbr N.T.S. F. SITE LOG BOOK INCLUDING CERTIFICATIONS,SITE INSPECTION REPORTS,AND SWPPP UPDATES. NO CHANGE IN GRADE APPLY 6 INCHES OF AERATE'AND APPLY CONSTRUCTION ACTIVITIES. IDENTIFY THE SOIL STOCKPILE STORAGE AND TOPSOIL 6 INCHES OF TOPSOIL CONSTRUCTION STAGING AREAS VICINITY MAP CONSTRUCTION PERMIT PAPERWORK STORAGE HYDROLOGIC SOIL HYDROLOGIC SOIL EARTHWORK APPLY DUST CONTROL N.T.S. N.T.S. AREAS OF CUT OR FILL GROUP A&B . GROUP C&D AERATE'AND APPLY APPLY FULL SOIL 6 INCHES OF TOPSOIL 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.1 13,Block 12,Lot 13 A ZONE 5-25 FEET AROUND BUILDIN(33 BUT NOT (DECOMPACTION AND COMPOST WITHIN A 5 FOOT PERIMETER AROU14D 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 RUN-OFF AND DRAINAGE INSTALL NEW DRAINAGE SYSTEM ZONING....................................... LB LIMITED BUSINESS 1. PLACE SILT FENCE AT LOCATIONS AS SHOWN ON PLANS AS WELL AS DETAILS. DEFINITION AREAS WHERE RUNOFF REDUCTION AND/OR RESTORATION NOT REQUIRED,BUT MAY BE CROSSING THESE AREAS.TO PROTECT NEWLY CONTROL WEEKLY OR AS REQUIRED CURRENT USE........................... VACANT INSTALL INLET I 2. SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS THE FENCE AROUND THE ENDS. THE CONTROL OF DUST RESULTING FROM LAND DISTURBING ACTIVITIES INFILTRATION PRACTICES ARE APPLIED APPLIED TO ENHANCE THE REDUCTION INSTALLED BMP FROM ANY ONGOING PROTECTION FOR NEW SYSTEM . 3. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE DIRECTED BY THE SPECIFIED FOR APPROPRIATE PRACTICES. CONSTRUCTION ACTIVITIES.CONSTRUCT A PROPOSED USE......................... CONTRACTOR'S BUSINESS GOVERNING AGENCY. I FENCE AROUND BMP. GRADING,DRAINAGE,& GRADE SITE AREAS PROPOSED FOOTPRINT........... 22,020 SF 4. DO NOT PLACE MATERIAL AGAINST SILT FENCE. PURPOSE 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 REDEVELOPMENT PROJECTS IN AREAS WHERE STABILIZATION STABILIZE EXPOSED AREAS AS REQUIRED LANDSCAPE/NATURAL AREA... 47,961 SF6. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY. TRAFFIC SAFETY PROBLEMS. EXISTING IMPERVIOUS AREA WILL BE INSTALL EROSION CONTROL MEASURES PAVEMENT/CONCRETE AREA... 41,867 SF CONVERTED TO PERVIOUS AREA, CONDITIONS WHERE PRACTICE APPLIES I 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 INCLUDESTHE USE OF MACHINES SUCH AS TRACTOR-DRAWN IMPLEMENTS WITH COULTERS MAKING A NARROW SLIT IN THE SOIL,A _-T-UNDISTURBED GROJND 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 DISTURBANCE PER"DEEP RIPPING AND DE-COMPACTION,DEC 2008". STORMWATER MANAGEMENT CLEAN ALL DRAINAGE STRUCTURES AND PIPE THAT MAY ANNUALLY OR AS REQUIRED WOOD OR METAL FENCE POSTS SPACED DESIGN CRITERIA AND INTERCONNECTING PIPE HAVE RECEIVED RUNOFF 640.C.MAXIMUM (METAL FENCE CONSTRUCTION OPERATIONS SHOULD BE SCHEDULED TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ONE TIME.BUFFER AREAS OF VEGETATION SHOULD SOIL RESTORATION NOTES: INSPECTION REQUIRED APPROVED FILTER FABRIC MEETING POSTS OR APPROVED EQUAL TO BE 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 N.Y.S.SPECIFICATIONS(3'-0'WIDE) INSTALLED IN ASPHALT PAVEMENT) CONSTRUCTION SPECIFICATIONS BELOW FOR COMMON METHODS OF DUST CONTROL. BEEN OR OVER COMPACTICN HAS OCCURRED AND FINAL STABILIZATION IS TO BEGIN. THIS IS GENERALLY APPLIED IN THE PRE-CONSTRUCTION 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 UPDATE SWPPP AS JUN 0 2 2025 ROTATE POSTS TOGETHER 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 REQUIRED SOUTHOLD TOWN BEFORE INSTALLATION _I,_ _ QUALIFIED INSPECTOR:VWK PROTECTION,AND OTHER BMPS COMPACTED SOIL C? APPROVAL FROM THE NYSDEC. PERFORMANCE, PLANNING BOARD N POST FINAL STABILIZATION FLOW COMPACTED SOIL 7 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 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: 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(0.7LBS/1000SF) AND BE MAINTAINED UNTIL PERMANENT STABILIZATION IS ACHIEVED. Irl 6)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 FIRST SILT USE WINTER RYE IF SEEDING IN OCTOBER/NOVEMBER. OTHER CONSTRUCTION ACTIVITIES AND TIME FRAMES. TRENCH,BURY BOTTOM cli 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 POST(TYp.)-/ STAPLE(TYP.) FOLLOWING TABLE: ROUGH GRADE AND THE FOLLOWING SOIL RESTORATION STEPS APPLIED: SECTION JOINING FENCE SECTIONS MATERIAL WATER DILUTION NOZZLE TYPE APPLY GALLONTACRE 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 1251 FINE SPRAY 235 AND CONTAIN LESS THAN 1%, BY DRY WEIGHT, OF MAN-MADE FOREIGN MATTER. THE PHYSICAL PARAMETERS OF THE 8'0 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 (T#�) 7 FABRIC SPECIFICATIONSFOR EROSION AND SEDIMENT CONTROL,EXCEPT FOR"PARTICLE SIZE"100%WILL PASS THE 1/2"SIEVE. B DRIVING AREAS: 1.1. NOTE:ALL BIOSOLIDS COMPOST PRODUCED IN NEW YORK STATE(OR APPROVED FOR IMPORTATION)MUST MEET NYS 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 MDRE STRINGENT THAN 40 CFR PART 503 WHICH ENSURE SAFE STANDARDS FOR PATHOGEN 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 05106/25 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 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 05101/25 JR REV.PER SCDPW&HEALTH DEPARTMENT 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 04114/25 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. 664 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 INLET PROTECTION TYPES AND USES EROSION CONTROL COVER r1% A C 0 IN'TRACTOR'S BUSINESS EXISTING PAVEMENT Ti - - 1 -STAPLES(2 PER-,- FMIN STOCKPILE PERIMETER I(MAX) A TYPE EXAMPLE USAGE NOTES STAPLE DETAIL BALE,TYP.) 10'-O"MIN. 50'MIN 3' S. B B SEDIMENT CONTROL X >< '*"� BUILDINGS 'T STOCKPILED ' 11 10 M I L PLASTIC (SILT FENCE SHOWN) C.D MATERIAL (TYP.) 705 COUNTY ROAD 48 -10 MIL LINING-2� MAT FABRIC PLACED THIS METHOD OF INLET PROTECTION IS NOT j_lr�l UNDER INLET LINING BINDING LD NOT PERMITTED 0 ACCEPTABLE. WIRE '10 `0 MATTITUCK, NY 11952 OUNTABLE BERM GRATE EXISTING GROUND FILTER CLOTH-/ (OPTIONAL) - SANDBAGS TOWN OF SOUTHOLD, COUNTY OF SUFFOLK MAXIMUM SIDE SLOPES OF 2:1. UNDER STONE PROFILE STRAW BALE----_ EXCAVATED DURING INITIAL OVERLOT GRADING MINIMUM DEPTH 1 FOOT. -N-NATIVE MATERIAL OR CONCRETE DIST.1000, SECT: 113, BLOCK: 12, LOT: 13 DROP INLET AFTER THE STORM DRAIN TRUNK IS MAXIMUM DEPTH 2 FEET. 50'MIN. (IF EXCAVATED, BLOCK(TYP.) PROTECTION INSTALLED CONTAIN 900 CIF PER TRIBUTARY ACRE. 2V:1 H MAX SLOPE) �WOOD OR METAL STAKES DRAWING TITLE FABRIC DROP DURING FINAL ELEVATION GRADING MAX SLOPE OF 1%OF SURROUNDING AREA. SECTION B-B (2 PER BALE) PLAN STOCKPILE NOTES: INLET PHASES AFTER THE STORM DRAIN 15MAX 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 II 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 1-12-MIN. z Uj GROUND LINED CONSTRUCTED PIT. STOCKPILES IN CLOSE PROXIMITY TO NATURAL OR MANMADE STORM SYSTEMS. PROTECTION OF STOCKPILES IS A :71 YEAR-ROUND REQUIREMENT, MINIMUM STONE BARRIER HEIGHT OF 1'. CO > 2. THIS FACILITY WILL RECEIVE ALL WASH WATER FROM THE CLEANING OF CHUTES, MIXERS,HOPPERS,VIBRATORS, 5< 2. THIS DETAIL DOES NOT APPLY TO CONTAMINATED MATERIALS WHICH REQUIRE ADDITIONAL MEASURES. CONTROL DETAILS HDIATE MAXIMUM STONE BARRIER HEIGHT OF 21. LU < PLACING EQUIPMENT, TROWELS, AND SCREEDS. UNDER NO CIRCUMSTANCES WILL WASH WATER FROM THESE STONE&BLOCK DURING THE INITIAL AND INTERIVE 3. LOCATE STOCKPILES AS FAR AWAY FROM BODIES OF WATER,INFILTRATION AREAS, INLETS,AND OTHER DRAINAGE III DROP INLET OVERLOT GRADING OF A DO NOT USE MORTAR. EXPOSE 6"OF FILTER CLOTH-/- OPERATIONS BE ALLOWED TO INFILTRATE INTO THE SOIL OR ENTER SURFACE WATERS OR STOMWATER SYSTEM COMPONENTS AS POSSIBLE SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE PROTECTION CONSTRUCTION SITE LIMIT HEIGHT TO PREVENT PONDING OR ALONG BOTH SIDES MANAGEMENT FACILITIES. 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. PAVED SURFACE USED AFTER PAVEMENT WITH TEMPORARY SURFACE STABILIZATION. HOPPER OF THE CONCRETE PUMP TRUCK AND/OR DISCHARGING DRUM. OTHERWISE STABILIZE THE GROUND SURFACE WHERE THE STOCKPILE WAS LOCATED. IV INLET CONSTRUCTION HAS BEEN DONE WHILE PLACE AT INLET PERIMETER OR BEYOND. STABILIZED CONSTRUCTION ACCESS NOTES: 4. LOCATION-LOCATE FACILITY FOR ACCESS BY TRUCKS AND AS FAR AS POSSIBLE FROM DRAINAGE SWALES,STORM 6. FOR STOCKPILES MAINTAINED FOR MORE THAN ONE DAY, A SEDIMENT CONTROL SYSTEM, CONSISTING OF SILT PROJECT NUMBER: 24216 PROTECTION FINAL GRADING AND SOIL INTEGRATE TRAFFIC SAFETY. 1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. DRAIN INLETS,WETLANDS,STREAMS AND OTHER SURFACE WATERS AND WHERE POSSIBLE,A MINIMUM OF 100 FEET FENCING OR COR 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 5. LINER- PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 MILS WITH NO HOLES OR TEARS, AND ANCHORED DOWN-GRADIENT CONTROLS,INCLUDING PERIMETER CONTROL,ARE IN PLACE,STOCKPILE PERIMETER 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. CONTROLS MAY NOT BE REQUIRED. MANUFACTURED INSTALLED AND ANCHORED IN PERFORMANCE STANDARD FOR THE SILT BEYOND THE TOP OF THE PIT WITH STAPLES AS SHOWN, AN EARTHEN BERM, SAND BAGS, STONE, OR OTHER CHECKED BY: DP ACCORDANCE WITH THE FENCE FABRIC. THE INSERTS WILL BE 4. WIDTH-TWELVE(12)FOOT 10INIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS STRUCTURAL APPURTENANCE. 6.2. PROTECT ALL STOCKPILES FROM STORMWATER RUN-ON. V INSERT INLET MANUFACTURERS RECOMMENDATIONS INSTALLED TO PRESERVE A MINIMUM OF 50% OCCURS.TAIENTY-FOUR(24)FOOT!F SINGLE ENTRANCE TO SIT E. 6. PRE-FABRICATED WASHOUTS MAY BE USED IF THEY ENSURE THE CAPTURE AND CONTAINMENT OF THE WASTE 6.3. FOR STOCKPILES IN ACTIVE USE,PROVIDE A STABILIZED DESIGNATED ACCESS POINT ON THE UPGRADIENT 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-A ILL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED 6.4. SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-THIRD(113)OF THE BARRIER AREA OF THE STORM DRAIN INLET OPENING. BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED 7. MAINTENANCE: HEIGHT. SEAL & SIGNATURE: ALTERATION OR ADDITION TO THIS 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 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 INLET PROTECTION NOTES: FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL SEDIMENT SPILLED, DROPPED,WASHED OR TRACKED 6.6. REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED,OR AS DIRECTED BY THE VIOLATION OF SECTION 7209 BILE FOR THE SITUATION AND THEIR MEANS AND METHODS UNLESS ONTO PUBLIC RIGHTS-OF-WAY MUST REMOVED IMMEDIATELY. OVER HARDENED CONCRETE SHOULD BE PUMPED TO A STABILIZED AREA,SUCH AS A GRASS FILTER STRIP. SUB-DIVISION 2,OF THE NEW PORKSUITABLE 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 STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND 7. THE TOE OF STOCKPILES SHALL NOT BE AGAINST SITE PERIMETER SEDIMENT CONTROL. 0,� tAF-W YO- BEFORE USE. APPROVED SEDIMENT TRAPPING DEVICE. 8. FOR STOCKPILES INACTIVE FOR MORE THAN 14 DAYS, STABILIZE THE STOCKPILE TO PREVENT SEDIMENT 2. THE DRAINAGE AREA FOR A STORM DRAIN INLET WITH INLET PROTECTION SHALL NOT EXCEED 1 ACRE, 9. PER!:ODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROPERLY DISPOSED OF OFF SITE. TRANSPORT USING AN EROSION CONTROL SYSTEM,CONSISTING OF TEMPORARY SEEDING AND MULCHING,PLASTIC ipIL T7,q DRAWING No: 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 7.3. DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION/DEMOLITION LANDFILL. ON-SITE /GEOTEXTILE COVERING,SOIL BINDERS,OR EROSION CONTROL BLANKETS. USE OF MULCH OR SOIL BINDERS ONLY C-9 MEASURES MJST BE IMPLEMENTED ON THE DISTURBED PHASES. DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. 4. EROSION CONTROLITEMPORARY STABILIZATION IS ACCEPTABLE IF THE STOCKPILE WILL BE IN PLACE FOR NO MORE THAN 60 DAYS. IN THAT CASE,THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED,OR BURIED AND COVERED WITH A MINIMUM OT S E et DRAINAGE AREA TRIBUTARY TO THE INLET. 11. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS,DITCHES,OR WATERCOURSES. 9. IMPLEMENT DUST CONTROL PRACTICES AS APPROPRIATE ON ALL STOCKPILED MATERIAL. LU 5. TYPE IV INLET PROTECTION PRACTICES INCLUDE COMPOST FILTER SOCKS,GEO-TUBES FILLED WITH BALLAST, 12. CONTRACTOR TO RELOCATE TRACKING PADS AS NECESSARY. OF 2 FEET OF CLEAN COMPACTED EARTHFILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. Y" AND OTHER APPROVED EQUAL MANUFACTURED SURFACE BARRIERS. 13. EXPOSE 6"END OF F!:LTER 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. 7.5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN MATERIAL STOCKPILE 6. TYPE V INLET PROTECTION PRACTICES INCLUDE DANDY SACK.FLEXSTORM CATCH-IT,ULTRATECH ULTRA-DRAIN C-9 NON-DESIGNATED AREAS. N.T.S. GUARD,AND OTHER APPROVED EQUAL MANUFACTURED INLET INSERT. noww at'sbelow. 081 INLET PROTECTION STABILIZED CONSTRUCTION ACCESS CONCRETE AND GROUT WASTE MANAGEMENT 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 J081558 9 OF 11 YAKey Civi1\Projects12024Q4216__Ron Kuoppal-q--705 County Road 48__%,1atttuck\Drawings\Key Civil124216-.2025.05.06.-SPP-3.dwg INNS ,141 ITE�� 1/4*x 1/2"LG.PIN HID.BOLTS WITH NUTS&LOCK WASHERS AO COLOR RESERVED 14"x 1/2"LG.PIN HD.BOLTS LEGEND&BORDER GREEN(NON-REFLECTORIZED) WITH NUTS&LOCK WASHERS BACKGROUND WHITE(NON-REFLECTORIZED) PARKING 114'x 1/2"LG.PIN HID.BOLTS PROPOSEDRESERVED PARKING' ACCESSIBLE'S 'N 30" SIGN SYMBOL WHITE(NON-REFLECTORIZED) WITH NUTS&LOCK WASHERS NO M.U.T.C.D."NO PARKING (M.U.T.C.D.#R7-8&R7-8A)(TYP OF 2' BACKGROUND BLUE(NON-REFLECTORIZED) ANYTIME"SIGN SEE SITE PLAN FOR (M.U.T.C.D.R7.8) ANYTIME'PARING (M.U.T.C,D.#R7-1,NO ARROW) '5p ADDITIONAL INFORMATION WHITE TEXT-,, PROPOSEDNO PARKING ANY E'SIGN----- 2'-0"MIN Or A BLUEU.T.C.D.'RE SERVED PARKING'SIGN ANnME 48 VAX$ 0 4"WIDE PAINTED ;0 Z (R7-8) STRIPE(BLUE) U" C'4 NOTES 0 4-WIDE PAINTED- RED BACKGROUND-' M,U.T.C.D.VAN ACCESSIBLE'I ACCESSIBLE PARKING SIGN SHALL CONFORM WITH CURRENT STRIPE(BLUE) FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS. (R7-8A) 0 VAN 0 2. VAN ACCESSIBLE SIGN SHALL CONFORM WITH CURRENT Z/ FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS. ACCESSIBLE 0 24-MIN I-f -PAINTED ACCESSIBLE 3. SIGN MOUNTING HEIGHT SHALL BE 60 TO 84 INCHES 0 SYMBOL(TYP) 00 \\\-GALVANIZED U CHANNEL POST z 4"WIDE PAINTED-� MEASURED FROM GROUND SURFACE OF PARKING STALLS. 0 0 STRIPE(WHITE) 0 D� INSTALLED IN 6"DIAMETER 24" z 0 0 :3 CONCRETE SONOTUBE. 3'MIN. CN (MIN.)— 0 Uj > Df_ . EMBEDMENT DEPTH 0 0 UJI -JO. GALVANIZED U CHANNEL POST m U_ U > U>i NOTES: INSTALLED 1N 6"DIAMETER CONCRETE 8'0' 8'-0" 8'-0' 0 0 Of 0 1.CONTRACTOR TO APPLY 2 COATS OF PAINT SONOTUBE.3'MIN.EMBEDMENT DEPTH z m _D 0 GALVANIZED U CHANNEL POST 0 �E < U) Mapdata@2024 Terms Report a map error SONOTUBE.3' EMBEDMENT D 0 2.LOCATE AT EDGE OF PARKING SPACE 0 0 INSTALLED IN 6"DIAMETER CONCRETE 0 0 0 PAINTED ACCESSIBLE & 0 0 DEPTH 9 0 VICINITY MAP PAINTED RESERVED PARKING SYMBOL C) 0 0 0 CLO 0 0 STANDARD STRIPING AREA DETAIL 0 N.T.S. N.T.S. 0 0 0 N.T.S. 0 PROJECT DATA ACCESSIBLE PARKING SIGN NO PARKING ANYTIME SIGN (M.U.T.C.D.#R7.8&R7.8A) (M.U.T.C.D.#R7.1,NO ARROW)(NYR#74) TAX MAP NUMBER..................... Dist.1000,Sect.1 13,Block 12,Lot 13 N.T.S. N.T.S. SITE AREA.................................. 111,848 SF(2.57 Acres) STOP SIGN DETAIL ZONING....................................... LB LIMITED BUSINESS (MUTCD#R1-1) CURRENT USE........................... VACANT N.T.S. PROPOSED USE......................... CONTRACTOR'S BUSINESS PROPOSED FOOTPRINT........... 22,020 SF LANDSCAPE/NATURAL AREA... 47,961 SF PAVEMENT/CONCRETE AREA... 41,867 SF 1/4"RADIUS EDGE OF PAVEMENT OF FACE OF CURB 7-0" EXPANSION JOINT FILLER WHEN CURB IS ADJACENT TO SIDEWALK. FINISH GRADE 1"BELOW TOP OF WHITE PAINTED 9 T 1/2"RADIUS CURB IN ALL LAWN AREAS.FLUSH STOP LINE C? WHERE REVEALED 05-1 C14 I'W:If�l IN ALL SIDEWALK AREAS. FD io PAVEMENT T-9" JUN 0 2 2025 9 SOUTHOLD TOWN PLANNING BOARD WHITE PAIN # m ,,,-CONCRETE 4000 PSI AT 28 DAYS 1/4"RADIUS 0 ALL PAINT TO BE FAST DRYING TRAFFIC PAINT, MIN.2 COATS OF Lu CONCRETE CURB- 0 PAINT, MEETING THE REQUIREMENTS OF AASHTO M24B TYPE F, 9 LU LL PAINT SHALL BE APPLIED AS SPECIFIED BY THE MANUFACTURER z 0 ON-SITE PAINTED TRAFFIC ARROW DETAIL �-8"MIN-] z LU z :E N.T.S. EXISTING ASPHALT TACK COAT/1.5"THICK ASPHALTIC CONCRETE GRADE LU UJI PAVEMENT TO REMAIN NYS TYPE 6F WEARING COURSE ON-SITE CONCRETE CURB NOTES: 1. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL Id • LU CONDITIONS SHALL BE BACKFILLED WITH 3/4"CLEAN CRUSHED STONE. < . LL 2. EXPANSION JOINTS SHALL BE PROVIDED AT EQUAL DISTANCES OF NOT MORE THAN 15' .4 0 CL WHITE PAINT AND AT ALL STORM SEWER INLETS.JOINTS SHALL BE FILLED WITH PREFORMED EXPANSION OADWAY CENTERLINE LIA N JOINT FILLER, 112"THICK THE JOINT SHALL BE RECESSED 1/4"FROM THE TOP AND FRONT PAVEMENT MARKING NOTES: r. YELLOW PAINTED STRIPING(TYP.) OF THE CONCRETE CURB,CAULKING SHALL BE PROVIDED ABOVE EXPANSION JOINT,FLUSH 4.- 1.;::7: WITH TOP OF CURB. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING ALL PAVEMENT MARKINGS AT THE SITE TO 4 3. PAVEMENT REPAIR TO BE PROVIDED AS NEEDED FOR CURB REPLACEMENT. 7 A 4" LIKE KIND CONDITIONS. 3 05/06/25 JR UNAFFECTED SHEET 4. THE TOP OF CURB (AT THE OUTSIDE OR NON-EXPOSED FACE) AND THE FLOW LINE OF ................1 7 3.0"THICK ASPHALTIC CONCRETE CONCRETE GUTTER SHALL NOT VARY MORE THAN 0.01 FT.FROM A 10 FT.STRAIGHT EDGE 2'0" 4-(TYP.) 2 05/01/25 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.STRAIGHTEDGE EXISTING CONDITIONS&AS SURVEYED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. V6 THICK CRUSHED STONE/RECYCLED PLACED LONGITUDINALLY ALONG THE FLOW LINE. INSTALLATION OF THE PAVEMENT MARKINGS SHALL NOT RESULT IN MORE OR LESS PARKING STALLS. BY 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 NO. DATE 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. PAVEMENT SECTION N.T.S. 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 71g, JA 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 d < ENGINEER IN WRITING IF IT IS DETERMINED THAT THE ORIGINAL STRIPING PLAN DOES NOT MEET THESE 4 REQUIREMENTS PRIOR TO THE START OF WORK. 0 4.0 Ja A� '- SO C EF VIE, r,,,/] I Adl,E EFFE GRAY IRON(CL35)DRAINAGE STRUCTURE SETS BY EJ 6"0 LLAR EA DUTY • -4 PITCH SLAB ROUND COVERSET MODEL No.:V1600-3 RG REV/CPH2 CV LIND 1%MIN TO DOORS 664 BLUE POINT ROAD, UNIT B ROUND GRATE SET MODEL No.:V3600-3 RG REV/CPH2 CV LIND CONCRETE CHIMNEY OR OR APPROVED EQUALS 4 HOLTSVILLE, NEW YORK 11742 4 BRICK ADJUSTMENT • 4 (1531) 961-0506 A FINISHED GRADE www.KeyCivilEngineering.com 14"x 12"LG.PIN HD.BOLTS WITH NUTS&LOCK WASHERS PROJECT NAME \\"-5"0 LINE POST(TYP) E� CONCRETE TOP TO 30" .A 4 24"- SUPPORT H-20 VEHICULAR 15"0 ADS N.12 PIPE LOADING,4000 PSI AT 28 DAYS 5-0 GA I TE POST TYP PROPOSED 4 1 WHITE TEXT • SEE SITE PLAN FOR SIDEWALK WIDTH 4"THICK CONC.WALK 6x6-6x6 VVWF —JOINT FILLER 4000 PSI 28 DAY PCC PITCH TO CURB (SEE EXPANSION C 011MIT R&A^ CTOR'S BUSIDNIESS 113 =D 117-7 = I= 13- • JOINT DETAIL) A 13 [= 77 177 = T= 03 BUILD111MIGS A 14 RAINAGE RINGS SHALL BE WRAPPED RED BACKGROUND-' 93 9--3 [1= 93 4 Lwu WITH GEOTEXTILE FILTER FABRIC 4. 705 COUNTY ROAD 48 K BACKFILL UNDER,AROUND AN 93 9= 003 MATTITUCK, NY 11952 4 TOP OF DRYWELL WITH CLEAN 13- GRANULAR GRAVEL AND SAND TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 0 A COMPACTED SUBGRADE(95%MIN COMPACTION, 93><=1 U11 m CTION < iE LU A 6"MIN COMPACTED DISTA000, SECT.: 113, BLOCK: 12, LOT: 13 93 a--3 r-7 'I m- 0 4 MIN.6"OF SELECT GRANULAR FILL OR 03 IQ 1177 01 93-- A.' A A- ACCEPTABLE EXISTING MATERIAL,AOBE. OR APPROVED EQUAL DRAWING TITLE \\\-6"CONCRETE MAT • 314"CLEAN WASHED STONE W LU 4 EE A U) . I .. • .-.4 (4,000 PSI AT 28 DAYS) ED 0--3 ujI 93 WHITE BACKGROUND----� WITH 6"X 6"WWF 4'CONC.SIDEWALK WITH W.W,F.- A " A" . • . . ED 77 <1 03- 6 1/2"RADIUS JYP.) 1,(MAX.) z U) A ® ® ® r-3 1 03 DETAIL SHEET REDS 1 03 07 0 > CID 02 of 1 03-- LU Uj BLACK SYMBOL-'-_ IN SECTION 13-13 > LU Uj 02 M PLAN DATE: 01/27/2025 -A ING SECTION A �4'CLEAN WASHED STONE 112" �CAUL 1131 M IE= 13. B OR APPROVED EQUAL 114" N.T.S. 911 C-3 —3'-0"MIN SWILLING A SCALE: 9--3 93-- LU ? A PROJECT NUMBER: 24216 ;? Lu < "0 POST r_3 9H 93H 112"x 4"PRIEMO'ULDELD EXPANSION DRAWING BY: JR > 0 Of < U) 5112"PVC TOP RAIL DOUBLE GATE 'WIDE SOLID GALVANIZED U CHANNEL POST E� i CONCRETE GROUNDWATER� 2" LATCH GATE BOARDS VARIES PITCH 2%(MAX.) RLIL JOINT K C LAT CAP SIDEWALK C:) �e V;: EXPANSION JOINT DETAIL CHECKED BY: DP INSTALLED IN 6"DIAMETER CONCRETE SONOTUBE.3'MIN.EMBEDMENT DEPTEH 0 0 0 112" 6'-0'MIN.PENETRATION INTO A' 0 STREET B I STRATA OF SAND AND GRAVEL \ZPANSION J01NT EVERY 15(SEE C? ALTERATION OR ADDITION TO THIS 0 114" APPROVED BY: MP VIRGI SEAL&SIGNATURE: DOCUMENT EXCEPT BY A LICENSED IR rx) ED PROFESSIONAL ENGINEER IS A �,N DETAIL) C� CONTROL JOINT EVERY T(SKIP WHEREVER EXPANSION JOINT• JOINT e,tAEvv y VIOLATION OF SECTION 7209, ON-SITE DRYWELL DETAIL SEE DETAIL) \_112"RADIUS TOOLED SUB-DIVISION 2,OF THE NEW YORK QR STATE EDUCATION LAW PLAN CONTROL JOINT DETAIL PILOrr FINISH GRADE NOTE: NOTE: "STOP" SIGN DETAIL J.- .1 4,000 PSI CONCRETE SHALL MEET THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD co DRAWING No: 1) DESIGN COMPRESSIVE STRENG-H=4,000 P.S.I.@ 28 DAYS AASHTO H-20 LOADING z 2"MlM CONCRETE SPECIFICATIONS FOR ITEM 608.0101 2) SEAL PIPE OPENINGS WITH NON-SHRINK GROUT "NO LEFT TURN" SIGN DETAIL AT28DAYS Uj 3) PROPOSED STROMWATER PIPING TO BE 15"DIA.CORRUGATED HOPE UNLESS NOTED. IL SE (R4-20) 5 1/2"PVC BOTTOM RAILJ L .......... N.T.S. CONCRETE SIDEWALK DETAIL L. kn V-6- (FOR USE ON-SITE) -10 MIN N.T.S. 08 5,�b C go :NO OF S PA n �AR 01 0 ELEVATION 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 0081558 10 OF 11 YAKey Civil',Projects12024124216—Ron Kuoppala-705 County Road 48—mattituck0rawingsWey Civil124216-2025.05,06—SPP-3.dwg 6zl' 9�6 rT-1 y-1 44b I1 • 48 6" WHITE • EDGE LINE 48 iWr` Un pe RETICULATED BAR GRATE GENERAL NOTES: MIN. 1. THESE SHEETS ARE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA), AND THE Y4- X 3/a"DEEP SCORED JOINT REQUIREMENTS OF THE 2013 PROPOSED ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE WITH TOOLED EDGES, TYP, PUBLIC RIGHT OF WAY (PROWAG). TYPE "A" CURB, 5 2. THE DIMENSIONS SHOWN IN THE DETAILS AS MINIMUMS AND MAXIMUMS ARE THE LIMITS FOR DESIGN AND TYR. 1�r BROOM FIELD LAYOUT. FOR WORK ACCEPTANCE VALUES SEE "CRITICAL ELEMENTS FOR THE DESIGN, LAYOUT, AND CAST IN PLACE FINISH TYP. ACCEPTANCE OF PEDESTRIAN FACILITIES" ON SHEET It OF 12 AND SHEET 12 OF 12. EXISTING ASPHALT -TACK COAT A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ELEVATIONS AND DIMENSIONS DETECTABLE PAVEMENT TO REMAIN TO ENSURE THAT THE FINAL LAYOUT OF PEDESTRIAN FACILITIES MEETS ADA REQUIREMENTS. ANY WARNING TILE, SURVEY WORK NECESSARY TO MEET THESE REQUIREMENTS SHALL BE PAID FOR UNDER ITEM 625.01 - TYPICAL SURVEY OPERATIONS. A CONTRACT CONTROL PLAN IS NOT NECESSARY FOR WORK LIMITED TO SIDEWALKS AND CURB RAMPS. Map data @2024 Terms Report a map error ZERO REVEAL 3. FACILITIES THAT CANNOT BE CONSTRUCTED TO MEET THE DESIGN STANDARDS, DUE TO DESIGN CONC. 0 PED. CONSTRAINTS, SHALL BE CONSTRUCTED TO MEET THE STANDARDS TO THE GREATEST EXTENT PRACTICABLE. ------ ------- VICINITY MAP CROSSING, TYP. FEATURES THAT CANNOT MEET THE VALUES FOR WORK ACCEPTANCE SHALL BE JUSTIFIED AS NONSTANDARD PER HIGHWAY DESIGN MANUAL CHAPTER 2. N.T.S. STOP SIGN ONE WAY 4. TO CHECK FIELD LAYOUT AND TO VERIFY WORK ACCEPTANCE, ALL MEASUREMENTS SHALL BE MADE IN R6-1, 48'508- RI-1, JO'JVJO" ALL TRAFFIC 4"THICK ASPHALTIC CONCRETE BINDER ACCORDANCE WITH THE "NOTES ON INSPECTION METHODS (MEASUREMENT)" ON SHEET 11 OF 12. 11 . R4-20, 24-XJO" COURSE(NYS DOT TYPE 3) 2"THICK ASPHALTIC CONCRETE 5. JOINTS BETWEEN SIDEWALKS, CURB RAMPS, TURNING SPACES AND ROADWAYS SHALL BE FLUSH AND FREE PROJECT DATA wAY12 WHITE 24" THERMOPLASTIC SURFACE COURSE(NYS DOT TYPE 6F) FROM ABRUPT VERTICAL CHANGES GREATER THAN 1/4". VERTICAL SURFACE DISCONTINUITIES BETWEEN 114" TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13 EDGE LINE STOP BAR AND I/," SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. THE BEVEL SHALL BE APPLIED 6"THICK CRUSHED STONE/RECYCLED 95%STANDARD PROCTOR ACROS� THE ENTIRE JOINT. SEE "VERTICAL SURFACE DISCONTINUITIES" DETAIL ON SHEET 2 OF 12. SITE AREA.................................. 111,848 SF(2.57 Acres) CONCRETE AGGREGATE(RCA)BASE COURSE COMPACTED STABILIZED SOIL BASE ONE WAY WHITE 6. SIDEWALKS ARE CONNECTED TO ROADWAYS BY BLENDED TRANSITIONS OR CURB RAMPS. BLENDED ZONING....................................... LB LIMITED BUSINESS R6-1, 48:YI8- CROSSHATCH 4' 12" YELLOW TO MEET TRANSITIONS ARE CONNECTIONS BETWEEN THE SIDEWALK LEVEL AND THE ROADWAY LEVEL THAT HAVE A PAVEMENT RESTORATION DETAIL MAXIMUM GRADE (RUNNING SLOPE) OF 5%. CONNECTIONS WITH A MAXIMUM GRADE (RUNNING SLOPE) GREATER CURRENTUSE........................... VACANT MIN. 12" WHITE EDGELINE THAN 5% ARE CONSIDERED CURB RAMPS. AT FLOWLINE 7. CURB RAMPS AND BLENDED TRANSITIONS MAY REQUIRE THE INSTALLATION OF DETECTABLE WARNINGS. SEE PROPOSED USE......................... CONTRACTOR'S BUSINESS 5" YELLOW (SCDPW STANDARDS) ADDITIONAL "DETECTABLE WARNING NOTES" AND THE DETAILS ON DIMENSIONS AND ORIENTATION ON SHEET PROPOSED FOOTPRINT........... 22,020 SIF 2 OF 12. N.T.S. 8. GRADE BREAKS WITHIN THE PEDESTRIAN ACCESS ROUTE SHOULD BE PERPENDICULAR TO THE DIRECTION OF LANDSCAPE/NATURAL AREA... 47,961 SF YELLOW TRAVEL AND SHALL NOT BE ROUNDED. VERTICAL ALIGNMENT SHALL BE GENERALLY PLANAR. PAVEMENTICONCRETE AREA... 41,867 SF 12" WHITE 9. MATERIAL DEPTHS SHOWN ON THESE SHEETS ARE TYPICAL MINIMUM VALUES AND MAY BE DIFFERENT IN EDGE LINE THE CONTRACT DOCUMENTS. 10. SIDEWALK GRADE (RUNNING SLOPE) SHALL NOT EXCEED 4.5% FOR DESIGN AND LAYOUT OR 5% FOR WORK ACCEPTANCE, EXCEPT WHEN MATCHING INTO EXISTING SIDEWALK OR WHEN THE ADJACENT HIGHWAY GRADE IS STEEPER THAN 5%. WHEN THE ADJACENT HIGHWAY GRADE IS GREATER THAN 5%, THE SIDEWALK GRADE YELLOW CROSSHATCH SHALL NOT EXCEED THE HIGHWAY GRADE. PED. ACCESS ROUTE/ 11. THE CROSS SLOPE OF PEDESTRIAN ACCESS ROUTES SHALL BE 1.5% MAXIMUM FOR DESIGN AND LAYOUT, AND BUFFER ZONE SIDEWALK WIDTH TRANSITION 2% MAXIMUM FOR WORK ACCEPTANCE. THE FOLLOWING EXCEPTIONS ARE ALLOWED: FLOW LINE SLOPE A. WHERE PEDESTRIAN STREET CROSSINGS ARE PROVIDED AT INTERSECTIONS WHERE THERE IS NO YIELD WHITE WIDTH VARIES 4'-0" MIN. MATERIAL AND OR STOP SIGN, OR WHERE THERE IS A TRAFFIC SIGNAL THAT IS DESIGNED FOR THE GREEN PHASE, CROSSHATCH (SEE NOTE 13) WIDTH VARIES THE CROSS SLOPE OF A PEDESTRIAN ACCESS ROUTE CONTAINED WITHIN A STREET CROSSING JUN 0 2 2025 f-41E INTO (CROSSWALK) SHALL BE 4.5% MAXIMUM FOR DESIGN AND LAYOUT, AND 5% MAXIMUM FOR WORK EXISTING GROUND ACCEPTANCE. SOUTHOLD TOWN CURB (TYPE VARIES) 6" (TYP.) 6" {TYP.) B. WHERE MIDBLOCK PEDESTRIAN STREET CROSSINGS ARE PROVIDED, THE CROSS SLOPE OF A PLANNING BOARD (SEE 609 SERIES STANDARD SHEETS) PEDESTRIAN ACCESS ROUTE CONTAINED WITHIN A MIDBLOCK STREET CROSSING SHALL BE PERMITTED TO EQUAL THE STREET OR HIGHWAY GRADE. 1.5% M C11,10? 12. THE MINIMUM CLEAR WIDTH FOR PEDESTRIAN ACCESS ROUTES IS C-O", EXCLUSIVE OF THE CURB. THE DEPARTMENT'S PREFERRED CLEAR WIDTH IS 5'-0". WHEN WALKWAY WIDTHS ARE LESS THAN 54", 54" x vt 5'-0" PASSING SPACES (SHOWN IN DETAIL A OR B ON THIS SHEET), OR A FEATURE OF EQUAL OR GREATER 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, ADA COMPLIANT ACE REQUIREMENTS FOR A PEDESTRIAN ACCESS ROUTE. HANDICAP RAMP, 13. THE BUFFER ZONE IS A PHYSICAL DISTANCE SEPARATING THE PEDESTRIAN ACCESS ROUTE FROM THE TYR VEHICLE TRAVELED WAY. THE BUFFER ZONE MAY BE PLANTED OR PAVED, WHERE THE BUFFER ZONE WIDTH, EXCLUSIVE OF CURB, IS LESS THAN 3'-0'-, THE SURFACE SHOULD BE PAVED OR CONSTRUCTED WITH 50-0- WIDE SURFACE TYPE G" SUBBASE 6" MIN. SUBBASE, WHERE HARDSCAPE MATERIALS. CONC. SIDEWALK (SEE NOTE 13) REQUIRED (SEE NOTE 9) 14. THE MAXIMUM RECOMMENDED CROSS SLOPE OF A TURF BUFFER ZONE OR SLOPE TRANSITION BEHIND 6" MIN. SUBBASE, WHERE 4" CONCRETE SIDEWALK SIDEWALK IS 257 BUFFER ZONES WITH A CROSS SLOPE GREATER THAN 25% SHOULD BE PAVED, PLANTED REQUIRED (SEE NOTE 9) (6" AT DRIVEWAYS) OR CONSTRUCTED WITH HARDSCAPE MATERIALS. 12 WHITE SEE PAVEMENT 6" 15. WHEN CROSSING DRIVEWAYS, THE WORK SHALL BE IN CONFORMANCE WITH STANDARD SHEET 608-03. EDGE LINE RECONSTRUCTION OPTIONS 10 16. FOR PEDESTRIAN SIGNALS AND PEDESTRIAN PUSH BUTTONS, REFER TO SHEET 12 OF 12 AND STANDARD A AND B ON THIS SHEET VARIES SHEET 680-10 FOR DETAILS. 17. WHERE EXISTING ROADWAYS ARE SAWCUT TO INSTALL CURBING AND/OR SIDEWALK, THE ROADWAY SHOULD 3 05/06/25 JR MISCELLANEOUS REVS. BE SAWCUT AT LEAST 2'-0" FROM THE PROPOSED CURB LINE TO ALLOW FOR ADEQUATE COMPACTION OF ASPHALT. IF THE SAWCUT IS LESS THAN 2'-0" FROM THE PROPOSED CURB LINE, THE ROADWAY SHALL BE 2 05/01/25 JR REV.PER SCDPW&HEALTH DEPARTMENT "RIGHT IN/RIGHT OUT" STREET TYPE ACCESS TYPICAL OFF-SITE SIDEWALK CROSS REBUILT USING CLASS A. C. OR D CONCRETE. SEE DETAILS ON SHEET 9 OF 12. COMMENTS 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS N.T.S. SECTION CURBED WITH BUFFER ZONE N.T.S. NO.1 DATE BY DESCRIPTION REVISIONS 0e, �j • C.Nvlp. Erj GINEERINIG q Of 14"x 1/2"LG.PIN HD.BOLTS WITH NUTS&LOCK WASHERS 664 BLE PINT ROAD, UNIT B �30" HOLTSVUILLEj ONEW YORK 11742 (6311961-0506 WHITE TEXT-, www.KeyCivilEngineering.com WHITE BACKGROUND A L I--, PROJECT NAME -----BLACK LETTERS RED BACKGROUND-' 7Y&A htP$7A rorz- TRAFFIC PROPOSED ME WAY BLACK BORDER CONTRACTOR'S BUSINESS m t5 ---BLACK SYMBOL GENERAL NOTE: .................. ............................. .............. 0 CURBS SHALL CONSIST OF CLASS D CONCRETE,REQUIRE AN EXPANSION BUILDINGS JOINT EVERY 20'WITH A SAWCUT EVERY 10'AND NOT REQUIRE ANY REINFORCEMENT. "ONE WAY" SIGN DETAIL ."ALL TRAFFIC" SIGN DETAIL "STOP" SIGN DETAIL 705 COUNTY ROAD 48 (N.T.S. (N.T.S. N.T.S. MATTITUCK, NY 11952 CONCRETE CURB DETAIL N.T.S. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK (SCDPW STANDARDS) DISTA000, 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: DID APPROVED BY: MP SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2,OF THE NEW YORK e_w,Ew STATE EDUCATION LAW DRAWING No: SEA E�j w z 0 C-1 1 OFES 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 Civil\Projects12024124216_Ron Kuoppala-705 County Road 48-Maftituck\Drawings\Key Civil'24216-2025.05.06--SPP-3.dwg