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Home My WebLink AboutSite Plan Rec'd 9.4.25 \ NO PHYSICAL POSSESION GENERAL SITE NOTES LAND NOW OR FORMERLY OF ZONE:R-80 RESIDENCE ZONE:R-80 RESIDENCE DES H. JACOBS JR, & SHARON M. JACOBS USE:RE.SIDE,NCF \ "; USE:RESIDENCE PROP.6'HIGH CHAIN LINK SINGLE S. 100ILY113_12_102 SINGLE FAMILYRESIDENCE' \ 1. UNSUITABLE MATERIAL,CONSTRUCTION DEBRIS,EXCESS SOILS,ETC.SHALL BE PROPERLY REMOVED AND DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND LAWS, FENCSETNSHOWNFOROLARITY) h' 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 87°16'40"E 3()0.00' STANDARDS AND SPECIFICATIONS FOR EROSION&SEDIMENT CONTROL TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS 3 SITE #y x �27 7- )�Om FROM WASHING ONTO ADJACENT ROADWAYS AND PROPERTIES. C* O O O \ 3. ALL ON-SITE CONCRETE SHALL BE IN CONFORMANCE WITH ACI PROVISIONS. ALL CURBING SHALL BE CONCRETE UNLESS �� O O O OTHERWISE NOTED. . O 4. RELOCATION AND/OR REMOVAL OF EXISTING UTILITY POLES, TRAFFIC SIGNS, ETC., SHALL BE COORDINATED BY THE »1 t PROP.10'X 10' EXIST.WOODED O ® CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFYING THEIR PRESENCE. (6'HIGH PVC FENCE) © BUFFER AREA T0� rn p ;4, 48 TRASH ENCLOSURE © o REMAIN ~ m O 5" WORK WITHIN THE R.O.W. OF MIDDLE COUNTRY ROAD SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE ON CONC.PAD m o \ REQUIREMENTS OF SUFFOLK COUNTY REGULATIONS. ! •Y •Y y y y •Y y y •Y y y y y CQ "..r.^( ii.. '48 y •Y y y y y 'dyd f't.�M�'""da% yj y y y y R20 y y y o_. 6. ALL TRAFFIC CONTROL DEVICES, I.E. SIGNALS, SIGNS, AND PAVEMENT MARKINGS SHALL BE INSTALLED IN P� g, I��`+. 'u , 5 R30' y O Cn CONFORMANCE WITH THE GUIDELINES OF THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND y *0* y y RT / 0 Y ` AS DIRECTED BY THE TOWN OF SOUTHHOLD,DIVISION OF TRAFFIC SAFETY. ALL PAVEMENT MARKINGS REQUIRED SHALL y y y y y y y y y 0 ROP. ASPHALT/ `V BE THERMOPLASTIC NYSDOT SPECIFICATIONS)UNLESS OTHERWISE NOTED ON PLAN. PAVEMENT �9, 0 ;t R10' R5, • R8' R5' 0 2 mG f 7. CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE FREE �. .� R15' y y y y W �,(-PA FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL DETERMINE PROP.10'X 10' y y pp� Q• / y y •� y y y R3' .� y Qy •� \ EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUTTING IN ORDER TO PERFORM THE WORKSCOPE DEPICTED ON y y y y y (6'HIGH PVC FENCE) y y y y y \" ". y ® 257' y "'- TRASH ENCLOSURE y y ••• ., y y y y � o \ THE PLANS. TWO FT MINIMUM FROM CURBS, PADS, WALKS, AND WALLS TO PERMIT PROPER COMPACTION OF THE y R18 y y y ° 2 ��tt v o� REPLACED SURFACES. cQ ' ON CONC.PAD y y ,� :. R3' 1 U �' p -A y y y w 0 y " • y , 8. REMOVAL INCLUDES, BUT IS NOT LIMITED TO, CURBING, PAVEMENT, UNSUITABLE MATERIALS, AND UNDERGROUND PROP. 6'HIGH CHAIN LINK .y •y y + - , PIPING. QUESTIONABLE ITEMS ENCOUNTERED(ABOVE AND/OR BELOW GRADE)SHALL BE BROUGHT TO THE ATTENTION MaR data�J202A' Terms Report a map er;~br FENCE ON PROPERTY LINE(OFF y R2' Y Y�� OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE. SET SHOWN FOR CLARITY) 9 HE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO EXISTING VICINITY MAP ':.. .. \ FOUNDATIONS AND OTHER STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE N.T.S. 000 G�, y ! APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF EXPOSED AND/OR BELOW GRADE ASP P� BULK ZONING TABLE P • FOUNDATIONS/WALLS/SIDEWALKS AND PAVEMENT TO REMAIN,AND SHALL PROVIDE A SAFE WORK AREA. ANY DAMAGE 69 OR DISTURBANCE DUE TO SUBJECT WORKSCOPE SHALL BE REPAIRED TO LIKE-KIND CONDITIONS AT THE PROJECT DATA y PROP ADA&'VAN ZONING DISTRICT:LB LIMITED BUSINESS lBVvr_ ACCESSIBLE'SIGNS(TYP.OF 2) CONTRACTOR'S EXPENSE. TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13 ITEM SECTION PERMITTEDIREQUIRED PROPOSED �h'Ir 6 G 5- !w PROP.'NO PARKIN 2 0 G 10. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC DURING ,, • w vk A................................. 11 7 Acres) ANYTIME'SIGN \ 280 REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL, ACCESS, AND SAFETY PROVISIONS WITHIN THE R.O.W. AND ACCESS � y 0 SF 1 C SITE ARE 848 SF 2.5 19 C, \ MINIMUM LOT AREA ATTACH 80,00 1 1,848 SF(2.57 ACRES) ROUTES(E.G.ACCESSIBLE RAMPS, PEDESTRIAN CROSSWALKS,SIDEWALKS,PAVEMENT STRIPING,ETC.)SHALL BE THE N! ......• B LIMITED BUSINESS y ZONING L y �, ,., ' ,;; MENT4 CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL DETERMINE APPROPRIATENESS OF REMOVAL ACTIVITIES PROP.EDGE OF , ,.•� r+"'� 25 ,y y �p AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND SAFETY OF THE PUBLIC UNTIL PERMANENT CURRENT USE........................... VACANT PAVEMENT(TYP.) 280 y �E(!P1 '� '"�'�� o M MINIMUM LOT WIDTH ATTACH 175' 300' COMPONENTS/REPLACEMENTS CAN BE INSTALLED. PROPOSED USE......................... CONTRACTOR'S BUSINESS �NG`NP 0 MENT 4 PROPOSED FOOTPRINT........... 22,020 SF PROPOSED 1-STORY o1 CID ® 11. IF SHORING AT A DEPTH GREATER THAN 5' IS REQUIRED TO ACCOMMODATE CONSTRUCTION ACTIVITIES, IT SHALL BE y y v BUILDING y � y y y THE CONTRACTOR'S RESPONSIBILITY TO RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN THE REQUIRED P A AREA 7,961 SF CONTRACTOR'S y y 0 MINIMUM LOT DEPTH ATTACH 200' 400.03' SHEETING AND SHORING DETAILS.SHEETING SHALL BE IN CONFORMANCE WITH OSHA REQUIREMENTS. IANDSCA E/NATUR L EA 4 Ci PAVEM y R3' :11 R3' o. y y y y \ BUSINESSMENT 4 ENTICONCRETE AREA... 41,867 SF 11,010 SF y f1 y y y l 12SIZE. \ t y o Cp Ala % '� R3' 10 y y y ,9 PIPING, DRYWELOLSS ETC. PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MUST CONTACT THE APPROPRIATE MAXIMUM FRONT YARD 280-43 A 100' 100, \ e y y ter+'' y/"'. • ` LOCAL"ONE CALL"SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD y CP PRIOR TO ANY WORK AT THE SITE.ANY DISCREPANCIES BETWEEN THE FIELD LOCATIONS AND THE PLANS SHALL BE F• TING IMMEDIATELY. THE CONTRACTOR IS ADVISED THAT UTILITY INFORMATION 280 REPORTED TO THE ENGINEER IN WRITING y PROPOSED 1-STORY y y y MINIMUM SIDE YARD ATTACH 20' 54' SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS,ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND PROP.'NO PARKING 9 ;y� ;;;;:;: BUILDING o y y y v \ MENT 4 ACCESSIBLE IN THE FIELD,AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED CONTRACTOR'S r ANYTIME'SIGN y ® u y y a� ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY BUSINESS �' o \ 280 y y y COMPANIES PRIOR TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES MINIMUM REAR YARD ATTACH 75' 75' \ PROP. ADA&'VA 11,010 SF DISTURBED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE L :.:,.:. PROP.EDGE OF ACCESSIBLE'SIGNS o�y PROP.CONCRETE MENT 4 .. •%r "s PAVEMENT(TYP.) \ 9, u 2r SIDEWALK ,pM y y y 280 13. THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL OF ° 42.9%(47,961 SF) STRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, FROZEN y r✓'"" r/r LANDSCAPE AREA ATTACH 35/o 10 19 ." ,; y y MENT 4 ORGANIC MATTER. STONES USED SHALL NOT BE LARGER THAN 6 INCHES IN DIMENSION. MATERIALS,ROOTS AND OTHER i PROP.15'X 30' MATERIALS,UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE THAT AREAS TO T LOADING AREA . r BE FILLED ARE FREE OF STANDING WATER,FROST,FROZEN MATERIAL,TRASH AND DEBRIS. PLACE FILL MATERIALS IN ATTACH 0/° 9.7 0 \ 280 J- MAXIMUM LO NO PHYSICAL POSSESION � ( ) HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% LAND NOW OR FORMERLY OF y O \ :e i' 0 y \ GULLY REALM, LLC y MENT 4 L `i:'.., is ,� .I; '>' ZONE:PROTECTED 280 \ S.OT.M. FOOD-113-12-12 RETE BUILDING PROVIDED) FURTHER RECOMMENDATIONS. REFER TO GRADING PLAN FOR U VACANT y PF :.' y MAXIMUM BU REPORT(IF P OPTIMUM DENSITY GRADE THE ACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE ' '• ROP CONC REFER TO GEOTECHNICAL REPO R DED FOR 1 SIDEWALK 5/2 1/2 STORIES ( STORY) PROPOSED SURFACE ELEVATIONS y ' n y 5 l y ATTACH 3 ' 18' 1 Y Q HEIGHT MENT 4 y R3' �x ;'y:: `• y y y y ` •- ' y y y y y y A PROJECT SHALL BE DIVIDED INTO SEPARATE R20' 14. UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, SHALL BE EMPTIED, CLEANED AND REMOVED FROM THE SITE IN ZONE:LB LIMITED BUSINESS y R 'y y W y v W y y y R51 y y y ACCORDANCE WITH FEDERAL,STATE,COUNTY,AND LOCAL REQUIREMENTS. USE:VACANT 1 ` ." S.C.T.M. 1000-113-12-14 \ STRUCTURES SO THAT NO SINGLE STRUCTURE y •• 5Q u \ y y y y y y y PROP.CONC.CURB •• •y y y y y ,r+y�, LAND NOW OR FORMERLY OF SHALL HAVE MORE THAN 60 LINEAR FEET OF y y pGl� y y y y y y y y ® •Y Y * y y y y y �' y `Y(�7 y TOWN OF SOUTHOLD \ 15. PROPOSED TREE PROTECTION FENCE TO BE INSTALLED BEFORE THE START OF REMOVAL ACTIVITIES AND TO BE ,lei y y y y y y y y y Y (TYP.) y Y Y y y y y y y 4yY VACANT FRONTAGE ON ONE STREET.THE SETBACKS OF ® R33' MIN.STRUCTURE REMOVED AFTER CONSTRUCTION IS COMPLETE.REFER TO LANDSCAPE PLAN FOR DETAILS. \ y y y y y y y y y y R15, y y y y y y y y y �' 280-50-C MULTIPLE STRUCTURES ON A PARCEL MAY VARY, COMPLIES \ y y y o R20' R15' ® • y y y y y A FRONTAGE PROVIDED THAT THE AVERAGE SETBACK OF THE y R15' y y .� y y PROP.U HIGH CHAIN LINK 16, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES 5 08/29/25 JR MISCELLANEOUS REVISIONS m ROP.ASPHALT STRUCTURES MEETS THE SETBACK REQUIRED y 'E' P PAVEMENT t-- a y y y y y y �G f FENCE ON PROPERTY LINE(OFF ABOVE AND ALL BUILDINGS ARE AT LEAST 75 REGARDING MATERIALS AND INSTALLATION OF PROPOSED WORK,FOR OBTAINING THE REQUIRED PERMITS,SIGN OFFS, y n fff y y y y y y y nn cn� SET SHOWN FOR CLARITY) FEET FROM THE RIGHT-OF-WAY. AND CONSTRUCTION INSPECTIONS,ACCORDING TO GOVERNING BUILDING CODES AND DISPOSAL OF ALL MATERIAL IN 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS y y PROP.STOP SIGN y y y y y y y 'A`' y R45' y y y y y y y y �Z ACCORDANCE WITH STATE AND LOCAL LAW. 6y (TYP.) -► v�o \ IN ALL NONRESIDENTIAL DISTRICTS,THERE 3 05/06/25 JR UNAFFECTED SHEET y y R40' SHALL BE A LANDSCAPED STRIP IN THE FRONT y y y y y y y y y y y y y y 17. SIDEWALKS,CURBS,OR OTHER EXISTING SITE APPURTENANCES DAMAGED BY CONSTRUCTION SHALL BE REPAIRED OR REV.PER SCDPW&HEALTH DEPARTMENT PROP.CONC.CURB W �` o o MIN.LANDSCAPE YARD AREA;THE STRIP SHALL BE 25'.THERE 2 05/01/25 JR \ y y y y y R25' (�P) ^y y * Il y y y o 0 280-93-B COMPLIES REPLACED IN KIND OR UNLESS ,4OTED OTHERWISE (UNO),WHETHER SPECIFIED ON THIS PLAN OR NOT,AT THE SOLE COMMENTS y y y y •✓ W V- y y y y y y y y y y y y y y y y y y G BUFFER SHALL BE ALSO BE A LANDSCAPED AREA 6 WIDE COST OF THE CONTRACTOR. Q \ r y y y y R25' y9. y y y y y y y y y y y y y y 0 ABUTTING THE FRONT OF THE BUILDING IN ALL 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS PROP.EDGE OF ` ' PROP.ALL TRAFFIC y y y y t y y m y y y y y PROP.EDGE OF y y y y y y y NON RESIDENTIAL DISTRICTS. 18. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS. PAVEMENT(TYP.) y y y Y y y y y y y y y y y y NO. DATE BY DESCRIPTION SIGN(R4-20) y y y y � y y PAVEMENT(TYP.) y y y y y y y y A BUFFER AREA SHALL BE REQUIRED ALONG ALL 19. SEQUENCE AND COORDINATION OF CONSTRUCTION IS SOLELY THE CONTRACTOR'S RESPONSIBILITY. t y W •L W W y y© y y W W y y y y y y y y y \ BOUNDARIESOFANONRESDENTIALLOT REVISIONS \ y y y y y T y PROPOSED y y y y y y y TRANSITION BUFFER 280-94- ABUTTING ANY LOT IN A RESIDENTIAL DISTRICT. CEO y .Y y W y y y y y y y y y y y y y \ 45' 20. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN A SUFFOLK COUNTY RIGHT-OF-WAY THE \ EXIST.WOODED 30' LANDSCAPE AREA AREA B(3) SUCH BUFFER AREA SHALL COMPLY WITH AT APPLICANT/OWNER/DEVELOPER/CONTRACTOR MUST OBTAIN A RIGHT-OF-WAY WORK PERMIT FROM THE SCDPW. < " \ BUFFER AREA TO y y y y y y y y y - LEAST THE FOLLOWING MINIMUM STANDARDS: i y •Y y y y H• y y y y y y y y •Y �Y y REMAIN y y * W y y �� LIMITED BUSINESS DISTRICT:20 FEET 21. ANY UTILITIES INCLUDING POLES REQUIRED TO BE RELOCATED DUE TO THE INSTALLATION OF THE REQUIRED I R35' ROP.CONC.CURB y y y y y y y y y y y y 0 I O5'WIDE FILL EASEMENT I O y y y y y y TYl1 y y y Y Y y y y y y y y M� R35' (TYP.) _ � IMPROVEMENTS SHALL BE RELOCATED AT THE EXPENSE OF THE APPLICANTIOWNERIDEVELOPER/CONTRACTOR. " (' FAVOR OF COUNTY OF SUFFOLK O O y y � y y y y y y y y y y y y y y y y y H ANY DISTRICT OTHER THAN A RESIDENTIAL O 0 y y yY •Y y .y y y y y y W y y y w y W y TRANSITION BUFFER 280-94- DISTRICT ADJOINING LAND OWNED OR 25 6, 22. ALL TRAFFIC ROAD MARKINGS, ROAD SIGNS,AND LIGHT SIGNALS THAT MAY HAVE BEEN MOVED OR DAMAGED IN THE v F ` 528.64 y y y y y y W y y y y y y y y y y W y y AREA B(6) MAINTAINED BY NEW YORK STATE,SUFFOLK PROCESS OF CONSTRUCTION SHALL BE RESTORED AT THE APPLIICANT's EXPENSE TO AT LEAST THE SAME QUALITY AND S '40" W 0.0 COUNTY OR SOUTHOLD TOWN WITH CURRENT CHARACTERISTICS THAT EXISTED BEFORE CONSTRUCTION BEGAN. THE APPLICANT SHALL BE FURTHER RESPONSIBLE r r R POTENTIAL FEET. 0 PO ENT L USE AS PARKLAND:25 F EDGE �: PAVEMENT TO INSURE THAT, IN THE ROADWAYS ADJACENT TO THE CONSTRUCTION SITE,THESE MARKINGS; SIGNS AND SIGNALS, ARE 1AI I tv NTA NED D RIN U G THE ENTIRE P ERIOD F 0 CNTR 0 S UCTI N.IF 0 REPLAC EMENT OR UPGRADE IS RE - .,_, �'�'� �::�:•; _:•_;;:•:�:_:.�.�••�,�:,_:.••..:_�.�-�:e::.:.�:.•:._;:._::..�_.._�::,_:••�....._.�:�•.. �_::-::i✓"•- QUIRED SAMC PROP.STOP SIG MUST BE APPROVED BY THE SCDPW. MEET EXISTING CURB AND PAVEMENT AND 24"THERMOPLASTIC _� 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 STOP BAR - - PARKING CALCULATIONS REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11-ACCESSIBILTY,AND ICC/ANSI At17.1-2017. HOLTSVILLE, NEW YORK 11742 APPROXIMATE LIMIT OF SAWCUT LINE ITEM SECTION PERM ITTEDIREQUIRED PROPOSED [LLEj NEW YORK PROP.THERMOPLASTIC SOLID WHITE LINE PROP.ONE WAY SIGN(R6-1) WHITE STRIPING vY•E�ST .��' V.EL � (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' 91X19' 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 F PAVEMENTRESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY PROJECT NAME PROP. CONC.CURB(SHALL CONSIST OF �L� R� � MINIMUM AISLE WIDTH 280-78-C 22'MIN.WITH 90°PARKING 25'WITH 90°PARKING THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY 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 PROPOSED ®�®� JOINT EVERY 20'WITH A SAWCUT EVERY 10' O�2-TI3 F.� CLASS D CONCRETE,REQUIRE EXPANSION LOCAL REGULATIONS AND CODE. r K AND NOT REQUIRE ANY REINFORCEMENT) PROP.FULL DEPTH ASPHALT PAVEMENT ,K C® 1[$� 4$) JOINT EVERY 20'WITH A SAWCUT EVERY 10' 10'FOR COLLECTOR ROADS&15'FOR AND NOT REQUIRE ANY REINFORCEMENT) ACCESS DRIVEWAY SECONDARY HIGHWAYS(ONE WAY) 30'TWO-WAY 25. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST O.S.H.A.STANDARDS AND REGULATIONS, T (SEE PAVEMENT RESTORATION DETAIL) WIDTH 20'FOR COLLECTOR ROADS&30'FOR OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS V 1 SECONDARY HIGHWAYS(TWO WAY) RESPONSIBLE FOR DETERMINING THE 'MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE PROP.ONE WAY SIGN(R6-1) CRITERIA OF O.S.H.A.,AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING BUILDINIGS MINIMUM PARKING 280-78-J-2 10'FROM ALL PROPERTY LINES COMPLIES SETBACK PROCEDURES. 705 COUNTY ROAD 48 26. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEAN-OUT TOPS SHALL BE ADJUSTED, IF MATTITUCK, NY 11952 LEGEND FOR MANUFACTURING,WHOLESALE AND 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 SQUARE FEET OF FLOOR AREA IN SUCH USE, DRAWING TITLE SPACES REQUIRED 280 79-A-6 AND ONE ADDITIONAL BERTH FOR EACH NOT APPLICABLE 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 EN'A ADDITION,ADEQUATE RESERVED PARKING FOR SITE PLAN WAITING TRUCKS SHALL BE PROVIDED. 29. CONTRACTOR SHALL DOCUMENT,WITH PHOTOS,CRITICAL STAGES OF CONSTRUCTION AND PROVIDE TO ENGINEER OF OVERHEAD DOOR A RECORD AT END OF CONSTRUCTION. LOCATION o" MINIMUM LOADING SPACE SIZE 280-79-B 15'IN WIDTH,45'IN LENGTH,AND 14'CLEARANCE NOT APPLICABLE 30. THE CONTRACTOR SHALL PERFORM THE WORK AS SHOWN ON THE PLANS AND SPECIFIED HEREIN.THE PLANS SHOW CONCRETE CURB THE GENERAL SCOPE OF THE WORK AND DO NOT NECESSARILY SHOW ALL DETAILS REQUIRED FOR COMPLETE FINISHED WORKING SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIALS AND LABOR AS DATE: 01/27/2025 NECESSARY FOR THE CONSTRUCTION OF COMPLETE WORKING SYSTEMS.SIGN - MINIMUM NUMBER OF 280-78 CONTRACTOR BUSINESS 45 STALLS SCALE: 1"= 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 e• PROJECT NUMBER: 24216 32. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY OR PROTECTED WITH TEMPORARY FENCING IN COMPLIANCE WITH OSHA REQUIREMENTS.INLET • DRAWING BY: JR MIN.FRONT FACING NO GREATER THAN 30%OF TOTAL NUMBER OF NO FRONT FACING OFF-STREET PARKING 28 48 B.-17-5 a PARKING STALLS PARKING PROVIDED 33. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND IT IS THE PAVEMENT MARKING RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. CHECKED BY: DP ARROW � [v] VARIANCE REQUIRED 34. SIGNS TO BE FILED UNDER SEPARATE APPLICATIONS BY OTHERS. APPROVED BY: MP ACCESSIBLE MARKING p C�C�C 0��D ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED PARKING SPACE 10 SEP 0 4 2025 AL ! OF NEW 1'SIGNATURE: VIOLATION OF ALSECTION GINEE IS COUNT C/ / PROFESSIONAL ENGINEER IS A 09, CONCRETE PAD SOUTHOLD TOWN P' G PILO 'Q SUB-DIVISION 2,OF THE NEW YORK PLANNING BOARD CD CrPR l� TTq STATE EDUCATION LAW LANDSCAPE AREA y y y �k ,�� A � DRAWING No: O TREE GRAPHIC SCALE I c� o 'tom `.NfLSEA EdW z 30 0 15 30 60 120 ,..':"= - WOODED BUFFER LINE : V- 1 kOpESS10 ( IN FEET ) Know what's below. I inch = 30 ft. Call before you dig. 1-800-272-4480 MARL PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 1 OF 11 Y:1Key CivllTrojects\2024\24216._Ron Kuoppala.--705 County Road 48_6lattituck\Drawings\Key Civil\24216_2025,08.29"_SPP-5_TR-1.dwg .6� 40z : ... .... GRADING & DRAINAGE NOTESrr:,. ST T 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. 1 }Q � ' .. 2. STORMWATER RUNOFF COEFFICIENTS PER TOWN OF SOUTHOLD: o,` a. ROOF=1.00 b. PAVEMENT/IMPERVIOUS=1.00 . c. LANDSCAPE/PERVIOUS=0.30 3. PROVIDE STORMWATER RUNOFF STORAGE FOR 3"RAINFALL PER TOWN OF SOUTHOLD REQUIREMENTS p 4. DRYWELL DESIGN CAPACITY:10'DIAMETER =68,42 CFNF \ NO PHYSICAL POSSESION \ \ 5. ALL PROPOSED DRAINAGE INTERCONNECTING PIPING SHALL BE SMOOTH WALL HDPE WITH A MINIMUM DIAMETER OF 15 �� ZONE:R-80 RF.,SLDF.,NCF.. LAND NOW OR FORMERLY OF ZONE:R-80 RESIDENCE \ DAMES H- JACOBS JR. do SHARON M. JACOBS USE:RESIDENCE \ USE:RESIDENCE S.C.LM. f000-113-12-10.2 \ INCHES. d8 SINGLE FAMILY RESIDENCE 6. TOP OF EFFECTIVE DEPTH IN LEACHING STRUCTURES SHALL BE NO HIGHER THAN THE GRATE ELEVATION OF THE 1 LAND NOW OR FORMERLY OF THOMAS R. TALBOT LOWEST INLET IN THE IMMEDIATE SYSTEM. S.C.T.M. 1000-113-12-10.3 SINGLE FAMILY RESIDENCE 2)12 " 4 9� N 87"16'40"E 300.00' / 7. GROUNDWATER WAS NOT OBSERVED AT 21'-0" BELOW GRADE (EL. 41.10) DURING FIELD WORK BY McDONALD - - - e 9 '� e�(��s � �® w'"' �"' GEOSERVICES ON NOVEMBER 01,2023.PER USGS LONG ISLAND DEPTH TO GROUNDWATER VIEWER,GROUNDWATER IS 0711 6 " 38 BELO'J GRADE(EL.±2.00 NAVD88). 811 071, 06 " 6 " 012 " �4 `_ J \ 8. ALL LANDINGS AND WALKWAYS SHALL HAVE A MINIMUM OF 1.0% CROSS SLOPE AWAY FROM THE BUILDING OR SLOPE V 0 7 '� { 8 " 7 - - 6 TOWARDS AN INLET/LOW SPOT. 07 „ 010 " -/ 'C 091, 12„ 0 0711 d 42.50 42.50 ® 9. CONTRACTOR SHALL CLEAN ALL EXISTING/PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES AT THE / --- 10 U (3) END OF CONSTRUCTION. .q 9 ® Map data @2024 Terms Report a map error Oil " r, \ 41.90 rr 71 12 ,0 41.85 42.25 TC 42.60 ] 9 „ TC 42.80 42.05 1w 10. ALL ACCESSIBLE PARKING, CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE 06 " 0711 08 " 01 BC � O 9 "BC42.30 i \ G VICINITY MAP „ 42.25 REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11-ACCESSIBILTY AND ICC/ANSI Al17.1 •2009.ACCESSIBLE �$ , 42.50 P \ STALLS SHALL HAVE NO SLOPE GREATER THAN 2.0% IN ANY DIRECTION AND THE PROPOSED SIDEWALK SHALL NOT N.T.S. �� A-15 43 o CROSS SLOPE. ` }9 " 42.00 o TC 42.30 Lt.2-j o /-' �, EXCEED A 5.0%RUNNING SLOPE AND 2.0^/ Q6 " TC42.30 a BC 62 0 42.10 PROJECT DATA BC 41.80 �`' A-$ _ GR 41.10 `J ® 11. LOCATION OF EXISTING UTILITY SERVICES ARE UNKNOWN AND SHALL BE CONFIRMED INDEPENDENTLY BY THE / /"'♦ 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 1^0 --^" TC 42.40 1 �� CONSTRUCTION. BC 41.90 ` /A-1 I- BC 41.90 �` A-113��®! 41.90 SITE AREA.................................. 111,848 SF(2.57 Acres) 41.95 TC 42 BC 42.55 A-9 42.05 43.00 c 41.55 � \ 12. ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. ZONING....................................... LB LIMITED BUSINESS /A-6 TC 42.25 41.35 s \ 13. IF WET CONDITION IS ENCOUNTERED,CONTRACTOR SHALL USE 3/4"CLEAN WASHED STONE IN LIEU OF SAND BACKFILL. CURRENT USE........................... VACANT 11 GR 41.10 42.05 RD=36.10 '� BC 41.75/ �) 42.15 TC 42.25 � 7`� 6B 42.65 IA11 PROPOSED USE......................... CONTRACTOR'S BUSINESS x�" ! BC 41.75 11' ! 14. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS EMPLOYEES,THE GENERAL 41.50 9 = 41.75 A-10 42.20 41.70 J,"�" 41.90 PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC R.O.W.'S, ETC. DURING ALL CONSTRUCTION AND PROPOSED FOOTPRINT........... 22,020 SF 41.40 RIDGE _ RD-36.75 42.10 REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL CODES AND REGULATIONS. THE � PROP.15"0 HDPE 41.70 °>: 41.75 �R\pGE RD.36.1100 TC 42.65 41.65 DRAINAGE PIPE(TYP.) LANDSCAPE/NATURAL AREA... 47,961 SF *�. RD=36.10 w, BC 42.15 OWNER AND ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTOR'S SAFETY PROGRAMS&PROCEDURES IN TC 42.25 41.75 ;:;` _ 41.30 BC 41.75 41.75 41.75 BC 41.75 R G 6 „ CONNECTION WITH THE WORK,RD 36.10 _ID R 41. \ PAVEMENT/CONCRETE AREA 41,867 SF 0 41.75 A-18 9 " \ 41.75 %::;:, 41.75 , GR 41.00 ! 15. GRADING CONTOURS ARE FOR ILLUSTRATION PURPOSES ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION. PROP.8"0 PVC ROOF - M/ 41.75 41.70 1�, DRAIN PIPE @ 1.5% N RD-36.75 �,�. 41.75 RD=36.10 ! B „ 41.70 41.65 STORMWATER DESIGN CALCULATIONS MIN.SLOPE TYP. 41.65 LEGEND (TYP.) EXISTING ITEM PROPOSED 41.75 :. 41.75 ' 41.75 PROP.HATCHED oT GE N / AREA TO BE AT 2% Rio \ _ o RD=36.10 ,E ;:; SITE AREA=111,848 SF(2.57 ACRES) PROPERTY LINE /t ` / PROP.HATCHED ^ ! xw MAX SLOPE , 41.25 ]' } \ TRIBUTARY DRAINAGE AREA=111,848 SF A-5 C, .. AREA TO BE AT 2% 41.75 A-11 GR 41,10 RD=36.10 C \ 1g1 41.75 �} BUILDING AREA=22,020 SF MAX SLOPE 41.15 BUILDING 1a M\N� RD=36.10 41.75 PCVEMENTiIMPERVIOUSRREA=41,867 SF l RD=36 7-51 ""r~ ;:41.75 A-12/ \ 41.75 41.70 A-19 \ 41.20 ��'�, P.RVIOUS/LANDSCAPE AREA=47,961 SF DOOR LOCATION ENAr 40.90 / .r+'"o 41.75 / P TRIBUTARYAREA'A' s:; o PROPOSED 1-STO y 1 ... 11 OVERHEAD DOOR 41.65 41.75 x �� 40.85 -i 14 STORAGE REQUIRED > BUILDING 41.05 A GR 40.45 GE RD=36.10 �iDGE : . 41.75 ROOF=22,020 SF x(3"/12)x 1.00 = 5,505.0 CF LOCATION of R1D R CONTRACTOR'S 41.65 \ IMPERVIOUS=41,867 SF x 3"/ 2 x 1 =10,466.8 CF 41.00 41.35 41.75 " 41.75 BUSINESS : 40.90 '^ \ PERVIOUS=47,961 SF x(3'%121 x)0.30 0 = 3,597.1 CF CONCRETE CURB " 20 TOTAL STORAGE ORAGE REQUIRED =1 8.9 CF 11,010 SF RIDGE �^ ,L,`� PROP.15"O HDPE `� , U 9 56 \ 8" 41.05 DRAINAGE PIPE(TYP.) 41.75 41.75 F.F. EL, 41,75 RD=36.10 A- 40.75 r� \ 40.95 �„r"-::, 40.80 / 1 ® STORAGE PROVIDED SIGN RD=36.75 41.75 15 41.75 USE TWENTY ONE(21)10-0 DRYWELLS WITH 17.0'EFFECTIVE STORAGE DEPTHS 41' 1.65 GR 41.10 lC(p ' �,,✓' B•1 41.65 GR 40.60 21 DRYWELLS x 68.42 CFNF x 17.0 VF=24,425.9 CF PROPOSED 1 STORY ox 15 RD-36.10 �� 24,425.9 CF CF IS GREATER THAN 19,568.9 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED. MANHOLE 0® 41.75 = 40.90 40.70 40.80 BUILDING p1 y x CONTRACTOR'S \� ! 41.75 41.75 INLET ® 41.75 BUSINESS w 41.75 GE \ / tA.L� 11,010SF 41,75 A-13 RD=36.10 R\D / N1 40.7II ® a` PROP.8"O PVC ROOF DRAINAGE STRUCTURE SCHEDULE W - WATER SERVICE W \ PROP.15"0 HDPE c` / L` ': \ DRAINAGE PIPE(TYP.) o� F.F. EL. 41.75 RD=36.10 HP 41.50 RD=36.75 11 DRAIN PIPE @ 1.5% ,. 5 08129/25 JR MISCELLANEOUS REVISIONS 'o ._.. � MIN.SLOPE(TYP.) "' RD=36.75 0000:.. 41.75 41.75 41.75 / A-21 GR 40.60 , STRUCTURE STRUCTURE TYPE EFFECTIVE RIM! TOP OF BOTTOM INVERT INVERT 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS ELECTRIC SERVICE E 40.60 41.65 RINGS OF RINGS IN OUT 41.65 �r STORM PIPE 6" RIDGE g 41.75::::: 41.75 PROP.8"0 PVC ROOF xa 41.75 \ A 1 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME AND GRATE 17.00' 38.95 37.25 20.25 35.25 35.25 3 05/06/25 JR UNAFFECTED SHEET NO PHYSICAL POSSESION 2 \ _ REV PER PW&HEALTH DEPARTMENT M\ RD 36.75 GR 41.10 DRAIN PIPE @ 1.5% 41.75 y R1p6ti \ 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 D LAND NOW OR FORMERLY OF GR 40.20 , 11g TC 42.25 A-14 RD=36.75 41.65 40.90 SANITARY PIPE \ GULLY REALY.00-11 LLC-1 MIN.SLOPE(TYP.) A-3 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.30 38.35 21,35 35.25 35.25 \ S.C.LM. VACANT 12-12 , •1• BC 41.75 Ri�� l�1 7.ONE:PROTECTF,D 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS 41.75 '' 41.75 41.75 TC 42.25 7j /"'� l ►A-3 41.75 41.75 " 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 41.75 RD=36.75 NO. DATE BY DESCRIPTION DRYWELL / 01 5a ! 41.70 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 HP 41.35 �,� ZONE:LB LIMITED BUSINESS "' ® 40.70 USE:VACANT RD=36,75 TC 40.85 S.C.T.M. 1000-113-12-14 \ A-6 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 38.90 21.90 35.25 35.25 GR 40.30 41.65 v --L� --- CONTOUR 40 / TC 42.25 BC 40.35 � a LAND NOW OR FORMERLY OF 4/ TC 42.25 �; _ TC 41.35 � TOWN OF SOUTHOLD \ RID BC 41.75 TC 41.60 A-22 4�"` 12 A-7 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.60 38.90 21.90 35.25 35.25 RIDGE 40.50 BC 41.75 TC 40.40 �` 0 BC 40.85 41 BC 41.10 40.30 �\ vAcaNr RIDGE LINE - - -- \ 40.65 41 BC 39.90 ( 0') �D ® F' A-8 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 42.00 38.90 21.90 35.25 35.25 8,r GR 39.90 011 , .. FLOW ARROWS / 00 -� �� GR 38.95 o 40 40.05 A-9 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 38.90 21.90 35.25 35.25 c� ( 0 A-2 _ _ tY 012 A-10 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.55 38.90 21.90 35.25 35.25 GRADE ELEVATION 41.75 / /- 0 TC 40.70 0811 w' p0 A-1� 20 4, , \ A-11 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 38.90 21.90 35.25 35.25 BC 40.70 TOP&BOTTOM OF TC 40.85 \ / --. ®G \ A-12 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.50 38.90 21.90 35.25 35.25 w CURB ELEVATION BC 40.35 �0 1110 0811 ®,.,? A-13 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 38.90 21.90 35.25 35.25 �� V � � � I 0 TREE / �" 40.10 39.45 39.10 / " A-14 PROPOSED 4'O CONCRETE CATCH BASIN WITH FRAME&GRATE --- 41.10 --- --- 36.45 38.10 664 BLUE POINT ROAD, UNIT B A-15 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 42.05 39.90 21.90 35.25 35,25 H O LTS V I LL E, NEW YORK 11742 Coll �15 "€� T I \ A-16 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER + (6 31) 9 61-05 0 5 / 17.00' 41.75 39.90 21.90 35.25 35.25 / 40 TC40.45 `\\ \ www.KeyCivilEngineering.com �\ \ 6" Q 9 " \ `� ® A-17 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.00 39.90 21.90 35.25 35.25 09 " TC 40.35 BC 39.95 C016" 9 - _ a A-18 PROPOSED 11 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.00 38.90 21.90 35.25 35.25 PROJECT NAME ` BC 39.85 7 O ( 5'WIDE FILL EASEMENT I " " r, I o A-19 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.85 38.90 21.90 35.25 35.25 PROPOSED r, ®�C O FAVOR OF COUNTY OF SUFFOLK' � 06„ 8 "0 6 �` �,,// G A-20 PROPOSED 11 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.60 38.90 21.90 35.25 35.25 528.64' - - A-21 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.60 38.90 21.90 35,25 35.25 CONTFRACTOR'S W W 41 W W -- 40 W A-22 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 39.90 38.20 21.20 35.25 35.25 BUILDING'S 40.90 MEET w EL4':.. ' E�4L�' EL14L1' ;4',"' EL1':,0' EL El ,�' / EL;40,6' E�0,5' EL�4'1.4' __. EL40,3 rC 4oso CL140,2` RAO? EL1401 EL 4t.' TC 40.50 EXISTING 40.70 TC 41.10 -� 705 COUNTY ROAD 48 BC 40.30 BC ao.00 MATTITUCK, NY 11952 TC±41.95 -- BC±41.45 - MEET TC41.50 TC41.30 EXISTING TOWN OF SOUTHOLD, COUNTY OF SUFFOLK SOLID WHITE LINE TC 41.70 rc a1.5o Bc a1.00 BC 40.80 'I' ® VEL. DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 BC 41.20 BC 41.00 SOLID YELLOW LINE EPAVEMENT - DRAWING TITLE APPROXIMATE LIMIT OF T _ APPROXIMATE LIMIT OF GRASS MEDIAN �'� RO GRADING & DRAINAGE SAWCUT LINE jv0 ROAD SAWCUT LINE (MEET EXISTING PAVEMENT (MEET EXISTING PAVEMENT FLUSH WITH NO TRIP HAZARD) � LTF"F®L CO 1PC '8> FLUSH WITH NO TRIP HAZARD) 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:11/1/23 ELV.=41.10 APPROVED BY: MID ............. 0.5' BROWN LOAM OL SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS BROWN SILT ML DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A Know what's below. ------------- 3' Call before you dig. ION OF SECTION 7209, PALE BROWN FINE TO 1-800-272-4480 COARSE SAND SW OF NEW YO SUB-DIVISIONSTATE Z,OF THE NEW YORK STATE EDUCATION LAW o R � GpILOTTq � DRAWING No: CO GRAPHIC SCALE PALE BROWN FINE [E�E0 L/M� 30 0 15 30 GO 120 , SEAL ll� SAND SP SOUTHOLD TOWN � 0815`'� � ( IN FEET ) PLANNING BOARD ROFES - - ' 1 inch = 30 ft. ELV.=20.10 21 MARC PILOTTA, P.E. PAGE No: COMMENTS:NO WATER ENCOUNTERED NEW YORK STATE PROFESSIONAL ENGINEER #081558 2 OF 11 YAKey Civil\ProjectsTOM24216_Ron Kuoppala--705 County Road 48._Mattituck\DrawingsVey Civil\24216_2025.08.29_SPP-5_TR-t.dwg GENERAL NOTES NO EXISTING WATER SANITARY DENSITY CALCULATIONS OSSESION SERVICE 0 PHYSICAL OF 1. APPLICANT LAM ZONE:R-80 RESIDENCE ZONE:R-80 RESIDENCE JAMES H. JACOBS JR. & SHARON M. USE:RESIDENCE S.C.T.M. l000-11 JACOBS RONALD KUOPPALA LOT SITE AREA 111,848 SF(2.57 AC) USE:RESIDENCE 3-12-lo.'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 TOTAL ALLOWABLE SANITARY FLOW 2.57 ACRES x 600 GPD/ACRE 1,542 GPD BABYLON,NY 11702 X010 THOMAS R. TALBOT 11P 516-848-0932 S.C.T.M. 1000-113-12-103 9 PROPOSED USE ev 1�1 SINGLE FAMILY RESIDENCE' N 87016'40"E 300.00' SITE 2AI Ism A -=- 7- PROPERTY OWNER 1-STORY BUILDING CONTRACTOR'S BUSINESS =11,003 SF x 0.04 GPD/SF=440.12 GPD 06 0811 0611 705 MAIN ROAD LLC 1-STORY BUILDING CONTRACTOR'S BUSINESS =11,003 SF x 0.04 GPDISF=440.12 GPD 8 l/0 0711 PO BOX 1086 TOTAL DENSITY FLOW REQUIRED=880.24 GPD 0711 0611 6 "0 012 WESTHAMPTON BEACH,NY 11978 THE REQUIRED DENSITY IS LESS THAN THE PERMITTED DENSITY,THEREFORE THE LOT IS SUFFICIENT. 0 7 081, 010 A rL 7 11 06 OWNER OF CORPORATION 0711 091, 01211 PAUL PAWLOSKI ......... 3 10,0 0711 42.50 42.50 100 PARK AVE ...... (39 SANITARY SYSTEM SIZING CALCULATIONS it Ov, 41.90 MATTITUCK,NY 11952 41.85 F4_2_25_�x 7 " TO 0 qj�4T80� I BC 42.10 1-STORY BUILDING CONTRACTOR'S BUSINESS =11 1,010 SF 48 Eg.42 30J Sif 071 12 ,0 -F`C-4-2 670 Q)9 0 631-445-4348 06 0711 01 , T 42.05 0811 08 " Y, 42.50 1-STORY BUILDING CONTRACTOR'S BUSINESS =11 1,010 SF Ac. 00 PROPERTY KNOWN AS TOTAL=22,020 SF 09 " 42.00 01:� 705 COUNTY ROAD TC 42.30 MATTITUCK,NY 11952 06 TC 42,30 BC 41.8 0) 42.10 TOWN OF SOUTHHOLD,SUFFOLK COUNTY BC 41.80 /1- SCTM No.:1000-113-12-13 CALCULATIONS TC 42.40 TC 42A0 1 LOT AREA:111848 SF(2.57 ACRES) SANITARY FLOW TWO(2)1-STORY BUILDING CONTRACTOR'S BUSINESS=22,020 SF x 0.04 GPD/SF 880.80 GPD BC 41.90 BC 41.90 - 41.90 2, REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. TOTAL SANITARY FLOW REQUIRED=880.80 GPD 41.95 TC 42.55 43.00 41.55 BC 42.05 5�, 42.05 '11\ 42.05 TC 42.25 41.35 3. GROUNDWATER WAS NOT OBSERVED AT 21'-0"BELOW GRADE(EL.41.10)DURING FIELD WORK BY HYDRO ACTION AN McDONALD GEOSERVICES ON NOVEMBER 01, 2023. PER USGS LONG ISLAND DEPTH TO G 41.10 BC 41.75 TC 1 1 42.1 2.25 1 1 GROUNDWATER VIEWER,GROUNDWATER IS 38'BELOW GRADE(EL. 2.00 NAVD88). MINIMUM REQUIRED CAPACITY 1 DAY TOTAL FLOW 880.80 GPD 911 42.65 BC 41.75 42 2C MapdataOG2024 Terms Reportamapeor 41.50 41.90 42.10 41.40 4. THERE ARE NO KNOWN EXISTING WELLS PRESENT WITHIN 150' OF THE PROPOSED SANITARY USE THE HYDRO-ACTION AN 1 100C SERIES SYSTEM,AS APPROVED BY SCDHS TC 42.65 SYSTEM. USE ONE(1)HYDRO-ACTION AN-11 1 OOC WITH A TOTAL VOLUME OF 1,100 GALLONS J BC 42.15 TC 42.25 TC 42 (MEETS REQUIRED CAPACITY OF 880.80 GALLONS) GR 41.00 VICINITY MAP 41.30 BC 41.75 BC 4175 5. THERE ARE NO MAPPED DEC WETLANDSISURFACE WATERS WITHIN 300' OF PROPERTY 611 N.T.S. 46 BOUNDARY LEACHING POOLS GR 41.00 DESIGN FLOW 880.80 GPD 41.70 7. THE CONTRACTOR MUST NOTIFY THE TOWN ENGINEERING DIVISION AND SCDHS 24 HOURS IN LEACHING RATE 1.5 GPDISF . ..... ....... PROJECT DATA ADVANCE OF THE COMMENCEMENT OF ANY ON-SITE DRAINAGE, SANITARY, CURB, OR PAVING REQUIRED SIDEWALL AREA 880.80 GPD 1.5 GPD/SF 587.20 SF WORK. PROPOSED SIDEWALL AREA TWO(2)10'0 LEACHING POOL WITH 10'EFFECTIVE DEPTH TAX MAP NUMBER..................... Dist.1000,Sect.1 13,Block 12.Lot 13 2 LEACHING POOLS X 31.42 SF PER LEACHING POOLIVF X 10 VF 628.4 SIF 8. UPON OFFICE OF POLLUTION CONTROL APPROVAL, THE REMOVAL OR ABANDONMENT OF 628.4 SF IS GREATER THAN REQUIRED 587,20 SF SITE AREA.................................. 111,848 SF(2.57 Acres) oil 41.25 7#0 EXISTING SEPTIC TANKS,AND LEACHING POOLS SHALL BE PERFORMED IN ACCORDANCE ZONING....................................... LB LIMITED BUSINESS I lay WITH SCDHS REQUIREMENTS AS FOLLOW: GR 41.10 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES NOTES CURRENT USE........................... VACANT • PUMP OUT ALL SANITARY STRUCTURES 41.15 REMOVE ALL STRUCTURES IN ITS ENTIRETY AND DISPOSE OF ACCORDINGLY PROPOSED USE......................... CONTRACTOR'S BUSINESS 1. ALL SANITARY PIPING, STRUCTURES,AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SUFFOLK 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 .11-000 40.90 EMPTY. CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES,DATED DECEMBER 29.2017. PROPOSED 1-STORY . 1411 FILL HOLES WITH CLEAN FILL COMPACTED T095%PROCTOR DENSITY IN MAX ONE FOOT GR 40.85 LANDSCAPE/NATURAL AREA 47,961 SF BUILDING 41.05 LIFTS TO THE ELEVATION REQUIRED. 2. SEWER LINE REQUIREMENTS: PAVEMENT/CON CRETE AREA 41,867 SF CONTRACTOR'S a. GRAVITY SEWER LINES AND FITTINGS SHALL MEET OR EXCEED ASTER STANDARD D-3034 FOR PVC SEWER PIPE WITH A MINIMUM 41.00 41.35 ip BUSINESS 9. IF WET CONDITION IS ENCOUNTERED, CONTRACTOR SHALL USE 3/4" CLEAN WASHED STONE IN :.. .... . �.?(NO BASEMENT) 11,010 SF 40.90 SDR-35 RATING,UNLESS OTHERWISE INDICATED. LEI LIEU OF SAND BACKFILL. b. PVC PIPE AND FITTINGS SHALL BE PROVIDED WITH INTEGRAL BELLS AND SPIGOTS AND RUBBER SEALING RINGS.THE SEALING RINGS SHALL MEET THE REQUIREMENTS OF ASTM STANDARD F-477.ALL SEWER LINES SHALL BE STRAIGHT,AND COUPLINGS 41.05 40.75 F.F. EL. 41.75 40.95 40,80 SHALL BE SECURELY INSTALLED AND BE WATERTIGHT. .00oo GR 41.10 GR 40.60 c. ALL GRAVITY SEWER LINES SHALL HAVE A MINIMUM DIAMETER OF SIX(6)INCHES AND BE BURIED BELOW GRADE. B-1 PROPOSEDMCDONALD GEOSERVICES d. WHERE PRACTICAL, GRAVITY SEWER LINES SHALL NOT BE INSTALLED IN GROUNDWATER. FOR INSTALLATIONS THAT ARE 1-STORY 40.70 BUILDING (NO BASEMENT). 40.90 PLACED IN GROUNDWATER,THE SEWER PIPING SHALL BE CONSTRUCTED OF PRESSURE RATED PIPING AND TESTED TO ENSURE POB 1258 SOUTHHOLD,NY 11971631.765.3677 40.80 lor� CONTRACTOR'S mcdgeo@gmail.com TIGHTNESS PRIOR TO OPERATION.MAXIMUM PERMISSIBLE LEAK RATE IS 1/4"IN 8 HOURS. e. THERE SHALL BE MINIMUM TWO-FOOT LENGTH OF CAST IRON SEWER LINE EXTENDING THROUGH THE FOUNDATION. BUSINESS CROSSINGS UTILITY CROS Test Hole Data Sheet 11010 SF f HOUSE CONNECTIONS SHALL HAVE A MINIMUM PITCH OF 1/4'PER FOOT. 1 40.75 . :. BOT.OF STORM 37.30 g. ALL HOUSE CONNECTION SHALL BE PROVIDED WITH A CLEAN-OUT AT THE FACE OF THE BUILDING. Name:Falcone TOP OF F. El. 41. HP 41. 0 WATER 35.80 oo� DP: h. HOUSE CONNECTIONS SHALL BE STRAIGHT WITH NO BENDS IN SEWER LINE TO THE MANHOLE. PROP.1"0 DOMESTIC lal LO Location:Mattituck -Z�-I-, ... I. - i. . GR 40.60 Tax Map Number:1000.113-12-13 3. SEWER MAIN!LATERAL SEWER REQUIREMENTS: ......... 40.60 WATER SERVICE(40 LF) a. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A UNIFORM SLOPE AND BE LAID WITH A STRAIGHT ALIGNMENT, WITHOUT 91� Projection Description:Lot PROPOSED 2"0 VENT 18"ABOVE PROPOSED 4"0 DRA 8 PIPE Date:1111/11/23 BENDS.WHEN REQUIRED,APPROVED MANHOLES MAY BE UTILIZED WHERE SEWERS CHANGE DIRECTION OR SLOPE. 611 1/4"MIN.SLOPE(TYP.OF 2) b. HOUSE OR BUILDING SEWERS SHALL BE CONNECTED TO MAIN OR LATERAL SEWERS WITH APPROVED WYE FITTINGS. NO PHYSICAL POSSESION GRADE WITH CARBON FILTER GR 41,10 ELV.=41.10 LAND NOW OR FORMERLY OF BROWN LOAM OL c. SEWERS SHALL BE PROVIDED WITH MANHOLES AT INTERVALS NOT TO EXCEED 400 FEET. GR 40.20 PROPOSED IN GROUND MANHOLE TC 42.25 40.90 At ..... 05 GULLY R Y, LLC ........ d. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A MINIMUM DIAMETER OF 8 INCHES,AND SHALL HAVE A MINIMUM SLOPE OF S.C.T.M. loon 3-12- WITH REMOTE PLC CONTROL PANEL 12 41.75 TC 42 ZONE:PROTECTED 0.4%.10 INCH DIAMETER SEWERS SHALL HAVE A MINIMUM SLOPE OF 0.28%. .25 VACANT WITH HP-150 COMPRESSOR SA-2 iVo BROWN SILT MIL I .:::e� BC 41.75 e. SEWER DRAIN AND LATERAL SEWERS THAT HAVE LESS THAN 2 FEET OF COVER OR ARE NOT PLACED ON VIRGIN SOIL SHALL BE SA-1 ... ........... 3' 40.75 1� .. b� 41.70 SA-3 PALE BROWN FINE TO CONSTRUCTED OF DUCTILE IRON PIPE(DIP). 41.70 HP 41.35 f SEWER MAIN AND LATERAL SEWERS THAT HAVE BETWEEN 2 FEET AND 4 FEET OF COVER SHALL BE CONSTRUCTED OF DR18 OR ZONE:LB LIMITE-D BUSINESS 40.70 COARSE SAND SW USE:VACANT A-4 40.85 S.C.T.M. ............. 6' DUCTILE IRON PIPE. GR 40.30 1000-113-12-14 TIC 42.25 TC LAND NOW OR FORMERLY OF NO EXISTING WATER BC 4 :3'1 A 5 40 g. SEWER MAIN AND LATERAL SEWERS THAT HAVE OVER 4 FEET OF COVER MAY UTILIZE SDR-35 PIPE. TC 4 TC 41.35 BC 41'..1b u If I.ou 012, TOWN VACS SERVICE 40.50 BC 41.75 0.40 B BC 40.85 BC 41.10 .30 VACANT 40.65 BC 39.90 4. SEPARATION OF SEWER AND DRAINAGE LINES REQUIREMENTS: %A a. SEWERS SHALL BE LAID AT LEAST 5 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAINAGE LINE,THE DISTANCE 5 08/29/25 JR MISCELLANEOUS REVISIONS 0 811 e .9 0 150'OFFSET FROM PROPOSED PALE BROWN FINE SHALL BE MEASURED EDGE TO EDGE. 150'OFFSET FROM PROPOSED- 41.00 GR 38.95 SA-5 40.60-51 SANITARY SYSTEM SAND SID b. IN THE EVENT THAT THE DRAINAGE LINE MUST CROSS OVER THE SEWER LINE,THE SEWER LINE MUST BE CONSTRUCTED OF 4 07/31125 JR REVISE DRAINAGE PER SWPPP CALCULATIONS SANITARY SYSTEM 1 0 -0 0 DUCTILE IRON PIPE(DIP)UNLESS A SEPARATION DISTANCE OF 18 OR MORE INCHES IS MAINTAINED. 3 05/06/25 JR UNAFFECTED SHEET �� &, T 4 .70 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.) d. IF PERIMETER ROOF DRAINAGE PIPING IS INSTALLED NEAR THE FACE OF THE BUILDING,ALL HOUSE CONNECTIONS MUST BE 2 05/01/25 JR COMMENTS SA-6 SA-7 PROPOSED 3/4-0 PVC(SCHEDULE 81 PROP ELECTRIC TRANSFORMER CONSTRUCTED OF DUCTILE IRON PIPE FOR 10 FEET FROM THE BUILDING. 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS (CONTRACTOR TO COORDINATE 0 ELV.=20.1 0 21' 40)ELECTRICAL CONDUIT FROM 40.10 39.45 39.10 (MIN./TYP.) PROPOSED 50%FUTURE WITH UTILITY CONTRACTOR) 5. SEPARATION OF SEWER AND WATER LINES REQUIREMENTS: BY DESCRIPTION Ci PULLBOX TO HYDRO-ACTION PUMPS EXPANSION POOL I NO. DATE 3 COMMENTS:NO WATER ENCOUNTERED A. PARALLEL INSTALLATION ONE 1/2"0 PVC(SCHEDULE 80)AIR PROPOSED 4"0 DR-18 PIPE PROPOSED 6"0 DR-18 PIPE Z-PROP.2"0 DOMESTIC a. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN OR LATERAL.THE 0 WATER SERVICE(120 LF) REVISIONS LINE FROM COMPRESSOR @ 1/4'MIN.SLOPE(TYP.) @ 118-MIN.SLOPE(TYP.) 5110 DISTANCE SHALL BE MEASURED EDGE TO EDGE, PROPOSED 2"0 PVC VENT LINE 4�1"____ PROP.6"0 FIRE WATER B. CROSSINGS 1'.. TC 40.45 SERVICE(120 LF) a. THE CROSSING OF WATER AND SEWER LINES SHOULD BE AVOIDED UNLESS PROVEN ABSOLUTELY NECESSARY. I 611 09 " \ " . 09 it n7 11 BC 39.95 b. WATER LINE OVER SEWER LINE: IN THE EVENT THAT THE WATER LINE MUST CROSS OVER THE SEWER LINE,THE FOLLOWING TC 40.35 Q016" PROP.ELECTRIC SERVICE CONDITIONS SHALL BE MET: BC 39.85 O EASEMENT 1 7110 (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 FIL EASEMENT IN WITH UTILITY CONTRACTOR) FAVOR OF CO F SUFFOLK 8 ,o 6 '0 02 BOTTOM OF THE WATER LINE AND THE TOP OF THE SEWER LINE;AND J 06" * SEWER LINE JOINTS SHALL BE AT LEAST 10 FEET FROM THE POINT OF CROSSING;AND * WHEN IT IS NOT PRACTICAL TO OBTAIN AN 18 INCH SEPARATION, BOTH THE WATER AND SEWER LINES SHALL BE LEGEND 528.6 : 'i�\_ - - CONSTRUCTED OF PRESSURE PIPE AND HAVE A MINIMUM SEPARATION OF 12 INCHES BETWEEN THE BOTTOM OF THE WATER .... .... ITEM PROPOSED S 8 7"16'40 W 300.00, LINE AND THE TOP OF THE SEWER LINE. EXISTING W_ _W_ --W -w- c. SEWER LINE OVER WATER LINE: IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE WATER LINE, THE FOLLOWING w W 40.90 PROPERTY LINE --------®-- - MEET -;��870 EXISTING 4070 --- -- -- TT C=40. C4 5 ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE;AND 664 BLUE POINT ROAD, UNIT B TC 41.10 WATER LINE AND SEWER LINE JOINTS SHALL BE AT LEAST 10 FEET FROM THE POINT OF CROSSING;AND BUILDING 71 TC±41.95 BC 40.30 C 40.00 ----- BC-40.60 APPROXIMATE LOCATION . .............. ..... ..... THE ENTIRE LENGTH OF SEWER LINE BETWEEN ADJACENT MANHOLES OR OTHER SANITARY STRUCTURES SHALL BE HOLTSVILLE, NEW YORK 11742 DOOR LOCATION A BC±41.45 TC 4.1.50 TC 41.30 OF EXIST.12"WATER MAIN MEET CONSTRUCTED OF MATERIALS AND JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION;AND 1631) 9S 1-0506 EN/EXT EXISTING • A VERTICAL SEPARATION OF AT LEAST 18 INCHES SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE SEWER LINE AND THE TC 4170 TC 41.50 13C 41.00 BC 40.80 WW SLID WHITE LINE -r 13<:>T_TT%flD -1'1;ZA,V1F_1L 1-d&AT%M TOP OF THE WATER LINE. w.KeyC1viIEnqineerinq.cam OVERHEAD DOOR A BC 41.00 LOCATION OH SOLID YELLOW LINE ------------------------------- ----------------------------- ......... CONCRETE CURB EDGE UE PAVE ENT _::� SANITARY STRUCTURE SCHEDULE PROJECT NAME A411:>11XT_1F_ 1R_4DA1> STRUCTURE EFFECTIVE TOP OF BOTTOM INVERT INVERT PROPOSED SIGN - 1FC>_A1> NUMBER STRUCTURE TYPE DEPTH RIM/GRATE RINGS OF RINGS IN OUT 48> A SA-1 PROPOSED 6"0 SANITARY BUILDING CONNECTION/CLEAN OUT ... 4215 --- --- 38.55 C015,41TRAC T 0 RA'S B U S I IN E CS)S MANHOLE 0 0 SA-2 PROPOSED 6"0 SANITARY BUILDING CONNECTION/CLEAN OUT --- 41.75 38.15 BUILDINIGS INLET 0 SA-3 PROPOSED 60 PRECAST CONCRETE PRIMARY TREATMENT TANK 4.0' 41.60 --- --- 37.05 36.55 PROPOSED 1-STORY 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 I/A 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 RIM EL.41.60 SLAB EL.38.73 EL.38.48 A=EL,40.60 PROPOSED 5 LF SA-5 PROPOSED 4'0 PRECAST CONCRETE DISTRIBUTION MANHOLE ... 40.10 38.10 34.10 35.75 35.25 DIST.1000, SECT.: 113, BLOCK: 12, LOT: 13 PROPOSED 7.2 LF OF B=EL.40.45 OF 4"0 DR-18 PIPE RIM EL.40.10 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 I 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 37.10 25.10 35.10 ... SANITARY PIPE EL.38.10 (8 LF FROM SA-5 TO SA-7) SA-6 RIM EL.39.70 SA-7 RIM EL.40.00 SAN INV.:38.55(SA-1) UTILITY & SANITARY PLAN DRYWELL SAN INV.:38.15(SA-2) TOP OF STRUCTURE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL SA-6 EL.37.10 I I kA I I I 1�d I I I A-41-7-51 GRADE ELEVATION MIN.2'OF CAST IRON PIPING ---------------- ------------ z:_ e >( �ea - - -1 DATE: 01/27/2025 THROUGH BUILDING FOUNDATION xt Ild = ill] r_ Cm TOP&BOTTOM OF /JTC 4-0.875 b CURB ELEVATION E±O 35 PROPOSED 4"0 DR-18 PIPE @ 1/4"' INV.IN INV.OUT EL.37.05 SCALE: 30' I P MIN.SLOPE EL.36.55 0 TREE (12 LF FROM SA-I TO SA-3) \\/ INV OUT EL. (44 LF FROM SA-2 TO SA-3) PROJECT NUMBER: 24216 III ±35.90 M PRECAST CONC RETE PRIMARY TREATMENTTANKIII "",--INV OUT EL. DRAWING BY: JR INV IN EL. 35,75-/ 1 (SA-3) 35.25 INV.IN EL. CHECKED BY: DP 35.10 INV IN EL. ±36- Ail 4'0 PRECAST CONCRETE DISTRIBUTION MA Affff OM OF STRUCTURE APPROVED BY: MID xy, EL.34,10 I (SA-5) X/z SEAL &SIGNATURE: ALTERATION OR ADDITION TO THIS IGNATURE: c� DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A BOTTOM OF STRUCTURE M VIOLATION OF SECTION 7209. SUB-DIVISION 2,OF THE NEW YORK -n rn SA-4 PROPOSED I/A SYSTEM:HYDRO-ACTION ANA 10 0 O�- N E STATE EDUCATION LAW Know what's below. BOTTOM OF STRUCTURE <1 0 EL.31.06 Call before you dig. EL.29.23 M P I L 0 DRAWING No: M 1-800-272-4480 SEA ED� W GRAPHIC SCALE LLJ 30 0 is 30 60 120 C-3 SEP 0 4 2025 6 0815 69�J 77� 1 C3 E3 11=Z1 111=77-7-173, SOUTHOLD TOWN OFESS\ ' ( IN FEET ) SCHEMATIC SANITARY SYSTEM PROFILE 10 LEACHING(SA-6/SA-7)OOL PLANNING BOARD EL.2510 1 inch = 30 ft. N.T.S. MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 3 OF 11 Y:\Key Civikllrojects0241242116_Ron Kuoppala--705 County Road 48__Mattituck\Drawings\Key Civil\24216 2025.08.29 SPP-5_.TR-1.dwg l PUMP/COMPRESSER POWER CIRCUIT Print/Part Number Description Revision Date (DEDICATED 110 V SERVICE ON A 20 AMP BREAKER) HA-190312-U AN-1100 Wastewater Treatment System 5/15/2024 24" C BACKFILL WITH NATIVE SOIL CHIMNEY X 8" THICK RATED CB1_ M1 �L1�i,� ��---��\ Tanesinstalledindividua•.ryandplumbedonsite. ITEM NO. Part Number DESCRIPTION QTY, SEE NOTE 13 HYDROACTIONTOPPINGFSLAB BLK BLK ,_,) BLK t 11 = L1 o SP1 u ;LJ u SPRAY \ 178 Min. 1 HA-AN 1 100-P Tank AN-1 100 245 ATU (API 500) t 8 0 X 8 THICK TRAFFIC RATED 24 HEAVY DUTY LOCKING FOR AN800 AND AN1100 APPROVED .' ' PUMP I Lifting Locations SLAB CI COVER TO GRADE -� -_ I I g BY SCDHS APPROVAL NO. NS-002 HYDROACTION TOPPING S A . N WHT S1 W„T N ______ �\ MOTOR ;PUMP RATINGS: ,._.,-.. .... �. , ;" FOR PRETREATMENT TANK ' . < , (3 LOCATIONS) SEE NOTE 11 2 HA-180116 AN-1 100 Pretreatment (PP1200) 1 SEE NOTE 12 3/4HP @ 115V BY PREVIOUSLY APPROVED BY SCDH CSR 6 LOOPS ' CB2 �.� M2 II' ,-�� 15.0 F.L.A. ' I 3 A 13005X Assembly, Re-Circulation AN-1100 SEE NOTE 11 x. 12„ > BLK Lti BLK RP1 --------� RECIRC\\ PUMP RATINGS: = j - ;. 245 Complete 1 - .. . r I PUMP 13/4HP 115V H COMPACTED NATIVE FILL, TYP �, 181t II H VVHT / @ SEE NOTE 10 N 18 N -------- v j; " " °= MOTOR ; 15.0 F.L.A. 082 �i � D 5 II G -=L, , /s.� :<.. . �,� .:". � 09 PENETRATION HOLE II f CB3 M3 ,- - >:' SEE NOTES 7 & 8 --- --- --- '• �- BLK BLK I BLK r`L- `� '' �� Z „'. w,. fix. 1) All auxiliary plumbing,wiring,and installation methods must conform to --- --- --- 1 II MIN ,fig 4s o MP1 �L u' MIXER ` PUMP RATINGS: ;_. all county, state, province, and local code. (4 LOCATIONS) MAX PUMP 1314HP 11 V :"" . BETWEEN BOTTOM OF SLAB w„r 1 1 @ -., 2) All plumbing and connections to be plumbed with SCH 40 pipe or FROM DWELLING e -I d AND TOP OF ACCESS COVERS N -------- MOTOR / 15.0 F.L.A. x R �:. _"-� _- ' ""`. equivalent` INVERT IN PER PROPOSED PLANr q L_ .. TO 3 Flange Width I p : ai>�..� ,-- - �-; DRAINFIELD - -�, O Ring Locations-- 1' 3) All pipe and con penetrations to be sealed with Adapt-A-Flex a i a C84 grommets that meet ASTM C1644, - U ~ GRY `---` GRY �� `COMP.RATINGS: "' Blower/Controls Housing All Risers and Lids 024' Ct --------- / COMP , `° g 12 4) All manufacturer electrical co::nections are terminated in NEMA rated p WHT ' MOTOR i 1/4HP @ 115V �' Sewage Inlet enclosures with NE,MA rated cod grips. NEMA 4X Min. O - Treated EffluentOutlet 8 PRECAST CONCRETE N -------- / -v ( t y i 5.4 F.L.A. 3� (Gravity) v Q ' ''" '" `>_ 5 For details pertaining to Instalallon requirements, tank assembly, PERFORATED MANHOLE I ' c / Internal plumbing connections,wiring etc) see HydroActlon Installation SEE NOTE 1 NOTE:ALL MOTORS MUST HAVE -< ; • ¢ ' ................_..___._.__......._.......................................-.........._._.__....._....... Manual, and additional System detail prints. Map data 02024 Terms Re ort a ma error cn INTERNAL OVERLOAD O 1 �: HYDROACT } ::w,; , P p An addifional questions eriainin to H droAction AN series r .. PROTECTION. n 89 ;. 6) y q p g y _1% CONCRETE �I t 2 wastewater treatment systems,contact HydroAction. PRETREATMENT TANK PERFORATED MANHOLE SECTIONVICINITY MAP BLU ` LR1-Q1 RED!wH WHT y ...: M1 A 80 SEE NOTE 6 SEE NOTES 2 N.T.S. 104 BLU LR1-Q2 P,NpW,{ M2 WHT NYDROACTION TREATMENT TANK ...: :..... . PINW4NH Z 70 _ "; .. ...., 92 UNDISTURBED GROUND _.. SEE NOTE 5 DATA A 64 Hydro-Action Specific TAX MAP NUMBER PROJECT RECIRC RUNNING C ............_...._._....�..._ Dist.1000.Sect.11 , lock 1 , of 13 HY 3B 2L d - BLU LR1-Q3 YELM,„ WHT D .Model aNi1oo COMPACTED NATIVE FILL TYP BOTTOM OF EXCAVATION SITE AREA.................................. 111 4 M3 - Dail Treatment Capacity i 100 Gallons : s s ( 57Acr ) Spe ` c 2 80 I Y p Y SEE NOTE 6 (2 LOCATIONS) ZONING....................................... LB LIMITED BUSINESS VELNJH-�� Total System Working Volume 3,108 Gallons SEE NOTES 3 8( 4 MIXER RUNNING Z r1 Pretreatment Workl olume VACANT CURRENT USE Bw LR1 WHT ::...- ( 1 ngV 1,144 Gallons OR'S BUSINESS {\M PROPOSED USE CONTRACT LR1-Q4 r- Pretreatment Aerobic WorkingVolume 1,381 Gallons - fiLU� Tank -° ." CATION INSTRUCTIONS: LANDSCAPE/NATURAL AREA 1SF RED C� F Clearifier Working Volume 583 Gallons 16 PLC INPUT :.:. ., PROPOSED FOOTPRINT 222 020 SF INSTAL CTIONS AS-1 ' Treatment Certification NSF 245 PAVEMENT/CONCRETE AREA... 41,867 SF BLU PINK .--........................_....................._. - ATU Tank ---- 22 Supply Power Requirement 1 Phase 120VAC 60Hz 20Amp 1. EXCAVATE SO THAT TOP OF THE 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE 6 RED RUN AUD. Air Supply HiBlow HP-200/7.0 CFM BASES ARE 4.50' BELOW FINISHED GRADE. THE PERFORATED PRECAST CONCRETE MANHOLE BLU 5 �-L ti ALARM Tank Material Fiberglass SECTIONS SHALL BE AS PREVIOUSLY APPROVED BY SCDHS, SCDPW OR NYSDOT FOR TRAFFIC MUTE ORG BRN Clarifier Material Fiberglass BEARING STANDARDS. a: HWA �y a Blower/Controls Housing Polyethylene BLU TEST �, `"•� .... ............................ .............L.................. ........ .................... .................. .. ...... ... ..... ..... ......................................... .. ... ... ................... 2. INSTALL 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE BASES. Drawn by Scale I Sheet Material Weight Tolerances Unless Otherwise Specified Signature c q g3. EXCAVATE 5.33' BELOW PROPOSED INVERT IN ELEVATION FOR BOTTOM OF PRETREATMENT o I ALARM r�<>�r!�,";<r; rra, e,�,. : 1:32 1: 18 Assembly 2025 ±O.25"or Io .. ........ ...I...... ........... . ............................ . . . ............................. .. ........................................ . - LIGHT ............. ......... ...... ............ TANK, AND EXCAVATE 6.83' BELOW PROPOSED INVERT IN ELEVATION FOR BOTTOM OF RED BLK RED WHT TREATMENT TANK. 4. FINISH GRADE NATIVE SOIL BELOW THE PROPOSED TANKS TO BE LEVEL ±1/4-INCH. ENABLE 5. INSTALL PRETREATMENT AND TREATMENT TANKS ORIENTING THE PREDRILLED HOLES IN THE BLU 1 �,1 1 `ti 2 YEL 11 PLC INPUT CORRECT ORIENTATION AS SHOWN IN THE PLAN. / 1 DEDICATED 20 A,110 V POWER CABLE, ROUTED IN 314"PVC CONDUIT(GFI 4 6. PLACE AND COMPACT NATIVE BACKFILL BETWEEN PRECAST CONCRETE MANHOLE BASE AND PROTECTED)FROM BUILDING 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. BLU YELrVH 12 PLC INPUT NEW20AMP. C 7. REMOVE A 1-FOOT X 1-FOOT SQUARE HOLE AT THE BOTTOM OF THE 3-FOOT HIGH PERFORATED CSR 1 POLE BREAKER BLU WHlc!NK 14 PLC I NPUT REMOTE PLC CONTROLCOMPRESSOR M WITH UTILITY PRECAST CONCRETE MANHOLE AND SET THE HOLE DIRECTLY OVER THE INLET PIPE AND ON HP8000MPRESSOR MODEL EC50.30-L-80-PLC AS MANUFACTURED HANDLE FOR EASY REMOVAL REMOTE PLC CONTROL TIME DOSE T"" 17 PLC INPUT BY OPS(OR APPROVED EQUAL) OF SAFETY SCREEN W/HP80 COMPRESSOR PANEL TOP OF THE 4-FOOT HIGH BASE. CIRCUIT OMED SHAPE FOR MAXIMUM EC50-30-L-100-PLC AS 8. REMOVE 1-FOOT X 1-FOOT SQUARE HOLE WHERE THE CROSSOVER AND OUTLET PIPES WILL BE BLU REFER TO MANUFACTURER FOR BREAKER METER LOAD STRENGTH MANUFACTURED BY OPS(OR INSTALLED. DEMAND INSTALLATION DETAILS HYDRO-ACTION PANEL APPROVED EQUAL) SPRAY TANrn" IH PLC INPUT CONTROL 9. INSTALL ELECTRIC CONDUIT AND AIR LINES. 5 os/2s/25 JR MISCELLANEOUS REVISIONS PANEL • 4"MIN. It 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS L -- lO.INSTALL INLET OUTLET AND CROSSOVER PIPES. BACKFILL WITH NATIVE FILL IN 8 MAXIMUM SIZED TO FIT INSIDE z .. ,. � NOTES:FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. - FIRST 24"RISER •` . ';•. LIFTS TO TOP OF THE PRETREATMENT / TREATMENT TANKS AND HAND TAMP FILL. CAUTION 3 05l06/25 JR UNAFFECTED SHEET • . :;' EX GROUND ROD �% • d• c. ,•, /\/ SHALL BE TAKEN TO MINIMIZE TAMPING OVER SEWER LINES AS TO NOT DAMAGE THE REV.PER SCDPW&HEALTH DEPARTMENT MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. - a 25.08° AN BE USED WITH OR W1 61 DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. W1 WITHOUT SCREWS \��\ /\ / ,\ /\ ,\ /\ ,\ /� ,\� GASKETED SEAL INTO AND OUT OF THE TANKS. 2 Ds/01/25 JR COMMENTS NOTES: 4"THICK CONCRETE PAD REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS R In-IbS. 1. BURIED ELECTRICAL POWER CONDUITS SHALL BE A MINIMUM OFH NEC.HES BELOW GRADE 11ANSTALL AND ROTATE TOPPING SLABS SO ACCESS HOLES ARE ALIGNED WITH THE ACCESS 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS FIELD WIRING MUST BE A MINIMUM OF 60°C COPPER WIRE, 2. ALL ELECTRICAL WORK TO BE PERFORMED IN ACCORDANCE WITH NE OWTS CONTROL PANEL ONE LINE ELECTRICAL DIAGRAM ELECTRICAL ONE-LINE DIAGRAM DETAIL COVERS IN THE PRETREATMENT AND TREATMENT TANKS. NO. DATE BY DESCRIPTION POLYLOK 20" SAFETY SCREEN PAD MOUNTED CONTROL PANEL N.T.S. POLYLOK 20"0 HDPE,PART NO.3009-SS 12.INSTALL PRECAST CONCRETE CHIMNEYS ON TOPPING SLAB WITH HEAVY DUTY CAST IRON (OR APPROVED EQUAL) N.T.S. FRAME AND COVERS TO GRADE. REVISIONS N.T.S. 13.BACKFILL AND COMPACT THE OUTSIDE OF THE PERFORATED PRECAST CONCRETE MANHOLES TO fil.x 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 .% 1. : QUESTIONS OR PROVIDE ADDITIONAL INSTALLATION INSTRUCTIONS. 1. SEE SPECIAL NOTES ENTITLED "OWNER REQUIREMENTS FOR WATER MAINS AND APPURTENANCES" FOR ." ADDITIONAL INFORMATION ON THRUST RESTRAINT REQUIREMENTS. 2. THRUST RESTRAINT USING THRUST BLOCKS OR RESTRAINED LENGTHS ARE SHOWN ON THESE SHEETS. THRUST BLOCKS, RESTRAINED JOINTS USING TIE RODS, OR RETAINER GLANDS ARE ALL ACCEPTABLE METHODS TO NYSDOT. HOWEVER, THE THRUST RESTRAINT METHOD SELECTED SHALL BE APPROVED BY � " � , THE SYSTEM OWNER. IPU PLUG&FERRULE 3. IF THE OWNER OF THE WATER SYSTEM REQUIRES A METHOD THAT RESTRAINS INDIVIDUAL JOINTS, EACH PLUG&FERRULE 12" JOINT THAT FALLS WITHIN THE MINIMUM RESTRAINED LENGTH, MEASURED FROM THE CENTER OF THE 664 BLUE POINT ROAD, UNIT B 12" GRADE FITTING, AS SHOWN ON THESE SHEETS SHALL BE RESTRAINED, AND SHALL WITHSTAND THE MAXIMUM MIN. H O LT S V I L L E, NEW Y O R K 11742 CONCRETE HOUSING(3,000 PSI) PRESSURE APPLIED TO THE SYSTEM. GRADE CONCRETE HOUSING 8" 'e (631) 961-0506 8„ (3,000PSI) T APPROVED SEWER PIPE 4" EXCAVATI CLASS A ON OR PLACEATYPE G CONCRETE USING APPRONOT BE PLACED UNDER P3IATER. E UNDERWATER RLACEMEN SHALL TTECHNIQUES.ATER THE WIDTH WWW.KeyCivJilEngineering.COm T APPROVED I CONCRETE BLOCKS SHALL TO OR HEIGHT SEWER PIPE �.-45°ELBOWS 5" RESTRAINT FHARDWARETPLASTIC SHEETING OR BUILDINGDFELTCMAYRBE PLACEDFERE OVERWITH PIPEJORNFITTINGS PROJECT NAME TO PREVENT CONCRETE FROM ADHERING TO SURFACES. CONCRETE FOR THRUST BLOCKS SHALL BE 45°ELBOWS 60'WYE POURED AGAINST UNDISTURBED SOIL. 6. FOR BENDS, BEARING AREA SHALL BE PARALLEL TO THE EDGE OF THE FITTING AT THE FITTING MIDPOINT. PROPOSED ow _`'► 7. FOR TEES, BEARING AREA SHALL BE PERPENDICULAR TO THE BRANCH (SINGLE LEG) AXIS. ��++ 8. FOR REDUCERS, BEARING AREA SHALL BE PERPENDICULAF TO THE FITTING AXIS. THE MINIMUM PLAN VIEW END VIEW CO T V T ALTERNATE "A" ALTERNATE "B" ISISMALLER�ONC THE FITTING AXIS SHALL BE 1'-D" OR THE LENGTH BETWEEN THE BELLS, WHICHEVER 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 SHCWN 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 705 CO U T R D 48 2. ALTERNATE"A"IS FOR BENDS,ALTERNATE"B"IS FOR USE UPON THE FOLLOWING STANDARD CONDITIONS: 11 y,° BEND 11-3" 21-0" 2'-6" 3'-0" 3'6" 4'-0" 4'-fi" 5'-0" 5'-6" 6'-3" WITH BUILDING EXTENSION/CONNECTION 1.5 - SAFETY FACTOR --- - 5'-0" - DEPTH OF COVER 22 %20 BEND 1'-3" 2'-0- V-6" 31-0" 3'-6" 4'-O" V-6- 5'-0" 5'-6" 6'-6" TOWN OF SOUTHOLD, COUNTY OF SUFFOLK ---- N TYPICAL CLEAN-OUT DETAIL 140 PSI I- SOIL T BEARINGER ECAPACITYM TEST RESSURE 450 BEND 3'-O" 4'-0" 5'-3" V-3" 7'-6" B'-6" 9'-6" 10'-6" 11'-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'-6" 18'-0" 20'-0" 23'-O" 25'-6" 28'-0" 32'-fi" SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES,STANDARDS FOR It. FOR INSTALLATIONS NOT MEETING THE CONDITIONS OF NOTE 10, THE CONTRACTOR SHALL SUBMIT f ( APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL DEAD END 8'-6" 12'-6" 16'-0" 19'-3" 23'-0" 26'-0" 29'-6" 33'-0" 36'-0" 42'-O" DRAWING TITLE I I CALCULATIONS TO THE ENGINEER FOR APPROVAL OF RESTRAINT LENGTH CHOSEN. HEAVY DUTY GRAY IRON(CL35)FRAME&SOLID COVER SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES,FIGURE 15, NOTE: PVC PIPE WILL TYPICALLY HAVE SLIGHTLY GREATER RESTRAINED LENGTH SETS BY EJ OR APPROVED EQUALS 12/29/17 12. TO DETERMINE REQUIRED SIZES FOR DIFFERENT CONDITIONS, MULTIPLY THE DIMENSION BY A NOTE: FOR POLYETHYLENE WRAPPED PIPE, MULTIPLY VALUES IN TABLE BY 1.45 MODEL No.:V1600-3 RG REV/GS CPH2 CV UND(LOCKING) FACTOR OF THE SPECIFIC VALUE DIVIDED BY THE STANDARD VALUE. SANITARY COVED MANHOL PRECAST CONCRETE COLLAR DETAILS 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", LOCKING COVERS FINISHED GRADE VEHICULAR LOADING(4,000 AREA REQUIRED AT 200 PSI IS 4'-6" X V-3" = 10.125 SF HEAVY DUN GRAY IRON CL35 FRAME&SOLID PLAN VIEW TOP OF RINGS REFERS TO THIS POINT PSI AT 26 DAYS) FOR 100 PSI, AREA = 10.125 X (100/200) = 5.06 SF COVERS SETS BY EJ OR APPROVED EQUALS (SEE SANITARY STRUCTURE SCHEDULE) USE WIDTH = 3'-6", HEIGHT = i'-6" (AREA = 5.25 SF) MODEL No:V1600.3 RG REV/GS CPH2 CV UND 0 24" N UTLET PIPE FOR DATE: 01/27/2025 INLET PIP � SANITARY DISTRIBUTION HEAVY DUTY GRAY IRON(CL35)FRAME&SOLI ONCRETE COLLARS IF FINISHED GRADE PITCHED AT A MIN.1/8"/FT -_-_ POOLS ONLY.PIPE COVERS SETS BY EJ OR APPROVED EQUALS 18" INSTALLED WITHIN PAVED PRECAST CONCRETE RISER I~ 1--20'• 4 PITCHED AT A MIN. MODEL No.:V1600-3 RG REV/GS CPH2 CV UND PENING MUST BE OVER (TYP.) SURFACE SCALE: N.T.S. } j 12"MIN z - 1/8"/FT (LOCKING) OUTLET DROP TEE a • '4 4 24' g FINISHED GRADE v � \//�, PROJECT NUMBER: 24216 TOP OF RINGS REFERS TO THIS POINT I ZE "MIN CONCRETE TOP SLAB TO 3" _ ;, (SEE SANITARY STRUCTURE SCHEDULE) SUPPORT H-20 VEHICULAR a o INAL GRADE DRAWING BY: LOADING o PRECAST CONCRETE RISER , o JR 20" �. •�;;.•}•'y:.;:r•` :�,•..': ®�0 O ¢ CURB BOX -- 0 ®u-0 I=LU J TOP OF RING ` 24" N � 10"MIN CONCRETE TOP SLAB TO WITH ROD CHECKED BY: J o F 13 �� 3 O- o ` SUPPORT H-20 VEHICULAR LOADING DP ,•� •:`5 Z /\ 13 �o ? INLET PIP -- (4,000 PSI AT 28 DAYS) 0 0 LU \ 6"0DR-18PVCPITCHED 20_ APPROVED BY: ,• •.0 > N] Owl m3 c~> > AT1/4"IFTMIIN.SLOPE v z '.'Z. JOINT SEALANT TO 8E 1"BUTYL -2 � M P d ®�0 G�w ••�, w SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS STEPS ARE TO BE COPOLYMER y \ Q IG�GI O fw w RUBBER FOR ALL JOINTS \ "3 DR-18 PVC DOCUMENT EXCEPT BY A LICENSED POLYPROPYLENE COATED 1/2'STEEL �'' 0 N»0 O~o o -O PTCHED PROFESSIONAL ENGINEER IS A BARS AT120C p Q,-0 pw LL ROVIDE NON-SHRINKING LU w VIOLATION OF SECTION 7209, ;ft 5" w RISEAL CURB SUD-DIVISION 2,OF THE NEW YORK MAST JOINT SEALANT W 3'-O" = UTLET PIPE STOP AND BOX OF NEW ',O STATE EDUCATION LAW 10'0"0 MIN o AT01ID4Rl1FT MIN.8 PVC SLOPE D IPPLE Q� �O pILOTp� DRAWING No: CONCRETE TO BE INFILLED T •,.•. •, '.• :4•�'' - o OUTLET PIPE END 'L P I > •:'s �..!y• XISTING 6"0 PIPE T-O"MIN Gj - .... . CREATE FORMED INVERT TOAT ;!•., �.•:;•,.•,:; ,. •: � R�....;•' �::->..,:::;::::. \, LEAST THREE-QUARTERS OF THE �' "• {1""�''•�'f:'% :t HIGHESTRECORDE zX ------- - ----- L i ..t,: ----CONCRETE FORMED a t PIPE DIAMETER 8° -•- � ' GROUNDWATER q z erg '� SEAL •� ;•;.•;;r';;;1,.:�:•; :••�.w.��',;. TO AT LEAST 3140E zo THE DIAMETER OF THE WATER SERVICE PIPmao E r ACKFILL MATERIAL SHALL B • w. 4'0 PIPE(6.0) ti. MUELLER MARK II ORISEAL y l ` -� r CLEAN SAND AND GRAVEL It t EW CORPORATION VALVE WITH DRAIN MODEL [ 1•, - ,000 PSI REINFORCED 1`" �` r./"www,.,JJJ WATER MAIN / 20 ski SECTION VIEW NOTE „�. `::.';. ", ".'.:''-.. CONCRETE AT 28 DAYS TO H-10284 0R APPROVED EQUAL +yy S EP O 4 'L 4 6'MINMIN.PENETRATION INTO A VIRGIN STRATA OF SAND AND GRAVEL i- 6'-O"0 I SUPPORT H-20 LOADING NOTE Know what's below. tC� Og 15y$ ;, 4'0 SANITARY MANHOLE WITH 4"MIN SOUTHOLD TOWN DUCTILE IRON PIPE SHALL BE USED FOR WATER SERVICE LATERALS. Cal before you dig. PLANNING BOARD OFES © ' COVEDTORMED INVERT LEACHING POOL DETAIL PRIMARY TREATMENT TANK DETAIL WATER SERVICE INSTALLATION DETAIL MARC `f (SCDHS STANDARD DETAILS) N.T.S. N.T.S. 1-HOO-272-44HO R PILOTTA, P.E. PAGE No: N T.S. N.T.S. NEW YORK STATE PROFESSIONAL ENGINEER #081558 4 OF 11 YAKey CIvIIIProjects12024\24216_Ron Kuoppala_705 County Road 48_MattitucklDrawingslKey Clvi1124216_2025.08.29_SPP-5-TR-1.dwg LANDSCAPE NOTES PLANT SCHEDULE LANDSCAPE COMPLIANCE CHART 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 QTY BOTANICAL/COMMON NAME SIZE CONTAINER MATURE HEIGHT NATIVE ITEM SECTION PERMITTED/REQUIRED PROPOSED COMPLIANCE LABOR,MATERIALS,TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT,UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. TOTAL LENGTH ALONG COUNTY vvi�k 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): 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 iv 24 JUNIPERUS VIRGINIANA I EASTERN RED CEDAR 6.7' B+B 30-65' YES FEET TO 40 FEET DEPENDING ON THE SPECIES, 267.60 L.F. A THE LIMIT OF CONSTRUCTION DISTURBANCE,WHICHEVER IS GREATER.LOCAL STANDARDS MAY REQUIRE THAT A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. 267.60 L.F.140=67 OR 7 TREES STTE 4. AT NO TIME SHALL MACHINERY,DEBRIS,FALLEN TREES OR OTHER MATERIALS BE PLACED,STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. TOE 40 THUJA OCCIDENTALIS'EMERALD'l EMERALD ARBORVITAE 6-T B+B 10-15' YES STREET TREES 161-44 AND THE TREES SHALL BE LOCATED FIVE FEET COMPLIES OUTSIDE THE RIGHT-OF-WAY ON PRIVATE EXISTING TREES SUPPLEMENTED 5. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE'AMERICAN STANDARD FOR NURSERY STOCK". SHADE TREES PROPERTY. WITH 4 NSW(MORE THAN 7 6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES(6")ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH(4")CALIPER ARAF 11 ACER RUBRUM'AUTUMN FLAME'!AUTUMN FLAME MAPLE 2"CAL.MIN. B+B 40.60' YES TOTAL) SIZE. 7. CONTRACTOR SHALL PROVIDE A SIX INCH(13")THICK MINIMUM LAYER OF TOPSOIL,OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT,IN ALL PLANTING AREAS.TOPSOIL SHOULD BE SPREAD OVER A GTIS 7 GLEDITSIA TRIACANTHOS INERMIS'SKYCOLE'TM I SKYLINE THORNLESS HONEY LOCUST 2"CAL.MIN. B+B 40-60' YES LANDSCAPE NSW 4 NYSSA SYLVATICA'WILD FIRE'/BLACK GUM 21/2-3"CAL. B+B 30-50* YES 280 ATTACHMENT 4 35%OF 111,848 SF 42.9%(47,961 SF) COMPLIES ...... PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. AREA 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 LANDSCAPING.TREES AND PLANTS REQUIRED BY ~a 4i 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 OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: CFW 4 CORNUS FLORIDA'WHITE'l WHITE FLOWERING DOGWOOD 2"CAL.MIN. B+B 20.25' YES THESE REGULATIONS SHALL BE PLANTED IN AC, GROWING CONDITION ACCORDING TO ACCEPTED HORTICULTURAL PRACTICES.AND THEY SHALL BE 8.a.PLANTS: MARCH 15 TO DECEMBER 15 EVERGREEN SHRUBS ILEX GLABRA'COMPACTA'l COMPACT INKBERRY YES MAINTAINED IN A HEALTHY GROWING CONDITION. 48'. IGC 54 24-30" 5 GAL. 4-6' e 8.b.LAWN: MARCH 15 TO JUNE 15 OR SEPT.1 TO DECEMBER 1 SEE NOTE 12 OF THE tj e 8.c.TREES OCTOBER 1 TO DECEMBER I AND MARCH I TO MAY 31 JHBC 30 JUNIPERUS HORIZONTALIS'BLUE CHIP'/BLUE CHIP JUNIPER 15-18"SPIRD. 3 GAL. .5-1.5' YES 280-92-A ANY LANDSCAPING,TREES AND PLANTS WHICH 'LANDSCAPE NOTES". COMPLIES U11 ARE IN A CONDITION THAT DOES NOT FULFILL THE 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'DENSIFORMIS'l DENSE YEW 24-30" 5 GAL. 34 NO REPLACED BY THE PROPERTY OWNER DURING AGENCY FOR POTENTIAL SUBSTITUTIONS. THE NEXT PLANTING SEASON FOR THE 9. THERE SHALL BE NO PLANT SUBSTITUTIONS UNLESS AUTHORIZED BY LANDSCAPE ARCHITECT AND/OR STAFF OF THE LOCAL MUNICIPALITY. DECIDUOUS SHRUBS PARTICULAR PLANT MATERIAL. 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 ALNIFOLIA*CALEB'/VANILLA SPICE 24-30" 5 GAL. 3.6' YES 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'l ARCTIC FIRE RED TWIG DOGWOOD 24-30" 3 GAL. 34 YES ALL LANDSCAPING,TREES AND PLANTING 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 MATERIAL ADJACENT TO PARKING AREAS, ALL VEGETATION ADJACENT TO 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 ORNAMENTAL GRASSES 280-92-C LOADING AREAS OR DRIVEWAYS SHALL BE PARKING AREAS AND DRIVEWAYS COMPLIES A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. SH 27 SPOROBOLUS HETEROLEPIS I PRAIRIE DROPSEED 18.24" 2 GAL. 24 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 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 MapdataC2024 Terms Reportamaperrbir REGULATIONS SHALL BE REPLACED BY THE PROPERTY OWNER DURING THE NEXT PLANTING SEASON FOR THE PARTICULAR PLANT MATERIAL. PERENNIALS TO THE EXTENT POSSIBLE,EXISTING TREES, 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 46 NEPETA RACEMOSA'BLUE WONDER'/BLUE WONDER CATMINT 12-15" 2 GAL. 1-2' NO VEGETATION AND UNIQUE SITE FEATURES,SUCH EXISTING VEGETATION IS THREE(3)DAYS PRIOR TO THE BEGINNING OF WORK. GROUND COVERS AS STONE WALLS,SHALL BE RETAINED AND PROTECTED BY MEANS OF A VICINITY MAP 14. CONTRACTOR SHALL ENSURE THAT THE PROPOSED TREES ARE NOT PLANTED ON TOP OF UNDERGROUND PIPES AND ACHIEVE MAXIMUM SEPARATION POSSIBLE. CPE 68 CAREX PENSYLVANICA I PENNSYLVANIA SEDGE 6.12" 1 GAL. .5-11' YES 280-92-D PROTECTED.EXISTING HEALTHY,MATURE TREES, TREE PROTECTION FENCE AS COMPLIES N.T.S. 15. CONTRACTOR SHALL PROVIDE AN AUTOMATIC IRRIGATION SYSTEM FOR ALL LANDSCAPE AND LAWN AREAS.THE SYSTEM SHALL MEET ALL CODE REQUIREMENTS. LM 95 LIRIOPE MUSCARI I LILY TURF 10.12" 1 GAL. 11-1.5, NO IF PROPERLY LOCATED,SHALL BE FULLY SHOWN ON THE PLAN. RAGL 6 RHUS AROMATICA'GRO-LOW'l GRO-LOW FRAGRANT SUMAC 15-181, 2 GAL. 1.5-2' YES CREDITED AGAINST THE REQUIREMENTS OF THESE REGULATIONS. PROJECT DATA NO IN CASES WHERE THE EDGE OF THE PAVEMENT TAX MAP NUMBER..................... Dist.1000,Sect.1 13,Block 12,Lot 13 LAND IN PHYSICAL POSSESION WITHIN A PUBLIC RIGHT-OF-WAY DOES NOT SEE NOTE ON PLAN STATING OW OR FORMERLY OF ZONE:R-80 RESIDENCE SITE AREA.................................. 111,848 SF(2.57 Acres) ZONE:R-80 RESIDENCE JAMES H. JACOBS JR. do SHARON M. JACOBS USE:R_ESIDENCE 280-92-F COINCIDE WITH THE FRONT LOT LINE,THE THAT SEEDED LAWN AREA SHALL COMPLIES USE:RESIDENCE S.C.T.M. IOW-113-12-10.2 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 NOW OR FORMERLY OF CURRENT USE........................... VACANT THOMAS R. TALBOT THE STREET PAVEMENT, S.C.T.M. 1000-113-12-10 3 SINGLE FAMILY RESIDENCE 9 N 87016140"E 300.001 IN ALL NONRESIDENTIAL DISTRICTS,THERE SHALL LANDSCAPE STRIP IN FRONT PROPOSED USE......................... CONTRACTOR'S BUSINESS 7 TIM! 57�= TAM---- FRONT BE A LANDSCAPED STRIP IN THE FRONT YARD YARD IS 60'AND PROPOSED FOOTPRINT........... 22,020 SF 2A, U9 - -7,- A - �,Jjlj y\ LANDSCAPED 280-93-B AREA;THE STRIP SHALL BE 25'.THERE SHALL BE 8 it 07 0811 0611 ALSO BE A LANDSCAPED AREA 5'WIDE ABUTTING BUILDINGS/PARKING LOTS HAVE COMPLIES LANDSCAPEINATURAL AREA 47,961 SF 0, AREA THE FRONT OF THE BUILDING IN ALL NON GREATER THAN 5'OF LANDSCAPE V07 11 0711 081/ 06 87 6 "0 012 061/ RESIDENTIAL DISTRICTS. AREA. PAVEMENT/CON CRETE AREA... 41,867 SF 0711 010 " 7 09 it 01211 A BUFFER AREA SHALL BE REQUIRED ALONG ALL 8 '0 1010 0711 (3) 1 ARAF - BOUNDARIES OF A NONRESIDENTIAL LOT 45'OF EXISTING WOODED 3 GTIS Ov, 1 01011 0 280-94-B(3) ABUTTING ANY LOT IN A RESIDENTIAL DISTRICT. BUFFER AREA TO REMAIN ALONG COMPLIES 7 1(bg if 71 SUCH BUFFER AREA SHALL COMPLY WITH AT �,-1�9 /"�12 ,0 0111, 11 10 LEAST THE FOLLOWING MINIMUM STANDARDS: THE NORTHERN BOUNDARY. 0611 V\ raj LIMITED BUSINESS DISTRICT:20 FEET 1 CFW ANY DISTRICT OTHER THAN A RESIDENTIAL 25.6'OF EXISTING WOODED 6TOE 31CPE 11TOE DISTRICT ADJOINING LAND OWNED OR BUFFER AREA TO REMAIN ALONG 01 1 CFW 1 GTIS 280-94-B(6) MAINTAINED BY NEW YORK STATE,SUFFOLK THE EASTERN BOUNDARY.AREA COMPLIES A, 3 RP COUNTY OR SOUTHOLD TOWN WITH CURRENT OR SUPPLEMENTED WITH(JV). POTENTIAL USE AS PARKLAND:25 FEET. THE BUFFER AREA SHALL BE OF EVERGREEN 37 CPE PLANTING OF SUCH TYPE,HEIGHT,SPACING AND TRANSITION ARRANGEMENT AS,IN THE JUDGMENT OF THE BUFFER AREA PLANNING BOARD,WILL EFFECTIVELY SCREEN SUPPLEMENTAL EVERGREEN N 8JHBC N THE ACTIVITY ON THE LOT FROM THE 11 IGC t BUFFER WITH A DOUBLE ROW OF NEIGHBORING RESIDENTIAL AREA.AS A MINIMUM, 280-94-C (JV)AT 6-7-TALL,10 FEET ON COMPLIES "by 3SH 48LM 47LM THE PLANTING SHALL CONSIST OF A DOUBLE ROW CENTER IS PROVIDED ALONG THE 5CAC 2 ARAF OF TREES SIX FEET IN HEIGHT PLANTED AT EASTERN BOUNDARY. 6JHBC INTERVALS OF 10 FEET ON CENTER. NONEVERGREEN PLANTING MAY BE INCLUDED TO 3SH SUPPLEMENT EVERGREEN PLANTING,BUT NOT TO k& TAKE ITS PLACE. .0,1010 1000 EXISTING VEGETATION WHERE THE EXISTING TOPOGRAPHY AND/OR SURROUNDING SITE TO REMAIN LANDSCAPING PROVIDES ADEQUATE SCREENING, AND ACT AS THE REQUIRED 5 08/29/25 JR MISCELLANEOUS REVISIONS N COMPLIES 280-94-E THE PLANNING BOARD MAY ACCEPT THE EXISTING INT3 4 ARAF PLANTING AND/OR BUFFER AREA AS THE TRANSITION BUFFER AREA 15� ALONG THE EASTERN AND 4 07/31125 JR REVISE DRAINAGE PER SWPPP CALCULATIONS '4 70 NORTHERN BOUNDARIES, REQUIRED PLANTING. 3 05/06/25 JR UNAFFECTED SHEET \,_0 A�- 10 SF x 45 PARKING SPACES 450 - 000 .000, REV.PER SCDPW&HEALTH DEPARTMENT 1 GTIS SF OF INTERIOR LANDSCAPE 2 05/01125 JR COMMENTS 10JV AREA REQUIRED 581.5+629.6+1,166.4+970.4 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS PROPOSE!D 1-STORY 3,347.9 SF TOTAL PROVIDED a ALL USES REQUIRED TO PROVIDE 20 OR MORE BUILDING NO DATE BY DESCRIPTION 1 GTIS OF PARKING SPACES SHALL HAVE AT CONTRACTOR'S 45 PARKING SPACES 10 4.5 OR LEAST 10 SQUARE FEET OF INTERIOR L BUSINESS 5TREESAT2"CAL.REQUIRED LANDSCAPING WITHIN THE PAVED PORTION OF REVISIONS 11.010 SF THE PARKING AREA FOR EACH PARKING SPACE 5(GTIS)AT 2"CAL.PROVIDED AND AT LEAST ONE TREE WITH A TWO-INCH 211GC 8JHBC EACH SEPARATE LANDSCAPE CALIPER FOR EVERY 10 PARKING SPACES OR 280-95-A AREAS REQUIRE 100 SF,MIN., COMPLIES 8JHBC FRACTION THEREOF.EACH SEPARATE DIMENSION OF AT LEAST 8'.AND LANDSCAPED AREA SHALL CONTAIN A MINIMUM OF 100 SQUARE FEET,SHALL HAVE A MINIMUM LANDSCAPE AREA 1(581.5 SF) PROPOSED ✓1-STORY AT LEAST 1 TREE AT 2"CAL. BUILDING DIMENSION OF AT LEAST EIGHT FEET,SHALL BE CONTRACTOR'S INULUDING 1(CFVo AT 2"CAL., SHALL ANU, BUSINESS PLANTED WITH GRASS OR SHRUBS LANDSCAPE AREA 2(629.6 SF) INCLUDE AT LEAST ONE TREE OF NOT LESS THAN 11,010 SF TWO-INCH CALIPER, INCLUDING I(CFW)AT 2"CAL., LANDSCAPE AREA 3(1?166.4 SF) .00,0W o Cv% o ,/'r' .;. W W W , INCLUDING I(ARAF)AT 2'CAL., CIVIL E-N,G I rN E R I 1111"i G' LANDSCAPE AREA 4(970.4 SF) INCLUDING 1(ARAF)AT 2-CAL. 664 BLUE POINT ROAD, UNIT B PROVIDED HOLTSVILLE, NEW YORK 11742 6// 2 ARAF LANDSCAPED ALL PERIMETER LANDSCAPE NO (631) 961-0506 LAND PHYSICAL POSSESION NOW OR FORMERLY OF PARKING AREA AREAS ARE AT LEAST 4 WIDE. A LANDSCAPED AREA SHALL BE PROVIDED ALONG GULLY REALY. LLc www.KeyCivilEngineering.com S.C.T.M- 1000-113-12-12 AS 3 CAC ZONE:PROTECTED THE PERIMETER OF ANY PARKING AREA EXCEPT VACANT 7TMD 7 TIMID THAT PORTION OF THE PARKING AREA WHICH ROW OF IGC PLANTED ALONG THE WEST PARKING LOT AREA, 3 CAC PROVIDES ACCESS TO A STREET OR PARKING PROJECT NAME I i LAWN AND EXISTING& 6 NRBW FACILITY ON AN ADJACENT LOT.THE LANDS(jAI1LU PROPOSED TREES TO THE EAST ZONE:LB LIMITED BUSINESS 280-95-B AREA SHALL HAVE A MINIMUM DIMENSION OF COMPLIES USE:VACANT 6 NRBW S-C-T-M- 1000-113-12-14 FOUR FEET,SHALL BE PLANTED WITH GRASS PARKING LOT AREA PROPOSED 3 CAC LAND NOW OR FORMERLY OF OR 0,9 TOWN OF SOUTHOLD SHRUBS AND SHALL INCLUDE AT LEAST ONE TREE Oil 3 CAC 012, VACANT 424 LF OF PERIMETER/40'=10.6 r% A r1%1 22 IGC OF NOT LESS THAN TWO-INCH CALIPER FOR I ARAF % OR 11 TREES REQUIRED CONTKACTOK S BUSINESS A EVERY 40 FEET ALONG THE PERIMETER OF THE 9(ARAF)AND 2(GTIS)AT 2-CAL. 1 GTIS 1 ARA5 SH F 5 NRBW PARKING AREA. ONN WPROVIDED AT 40'O.C.ALONG BUILDINGS PERIMETER OF PARKING AREA 705 COUNTY ROAD 48 MATTITUCK, NY 11952 06 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 3 JV TREES USED IN PARKING LOTS SHALL INCLUDE ALL TREES PROPOSED IN HONEY LOCUST,PINE,OAK OR OTHER SIMILAR PARKING LOTS ARE DIST.1000, SECT.: 113, BLOCK: 12, LOT: 13 d 08 " 1 + * + * . * . -C COMPLIES 5 CSF 280-95 FAST-GROWING,HARDY VARIETIES OR EXISTING FAST-GROWING,HARDY DRAWING TITLE 11 iv TREES WHERE APPROPRIATELY LOCATED. VARIETIES. 1 CFW 1 CFW 5 CSF 28 TOE 611 0911 ------i LANDSCAPE PLAN 091, 07 ' *2 6 SH. 4 NSW 5-WIDE FILL EASEMENT IN 15 NRBW- FAVOR OF COUNTY OF SUFFOLK U 06" Vo 6 ,,0 C12 DATE: 01/27!2025 5 SH . . . . . . 9 NRBW 528.6,1�\ _/11� - ir ------ - I - - - -1 - - SCALE: lit = 30' 3 RAGL 3 RAG '87116'4 ' T3o F,6 W_ _W_ _W_ _W_ W--U- -W-[ft-f F-TAVV9 PROJECT NUMBER: 24216 - ------------------------------ DRAWING BY: JR CHECKED BY: DP 'V APPROVED BY: MP L 3 WIF-Sr 130111JTNT� SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS ----------------------------------- --------------------- 4 DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A NEW VIOLATION OF SECTION 7209, Know what's below. SUB-DIVISION 2 OF THE NEW YORK C,pIL Y000 STATE EDUCATION LAW Call before you dig. CS CALK 41CCoIJI-4� 1?_CXA1:> 48) 71;�q It 1-800-272-4480 DRAWING No: 11 UNTIL EW__ GRAPHIC SCALE Lp�a Im Q�FE ff 9 ME 30 0 15 30 60 120 SEP 0 4 2025 0 C-5 3& . 0815 SOUTHOLD TOWN FESS\ F \3 ( IN FEET ) PLANNING BOARD 1 inch = 30 ft. MARC PILOTTA, P.E. PAGE NO: NEW YORK STATE PROFESSIONAL ENGINEER #081558 5 OF 11 Y:\Key Civil\Projects\2024\24216 Ron KLIOppala..705 County Road 48..Maftituck\DrawingslKey Civil\24216 2025.08.29...SPP-5..TR-1.dwg X%, SITE NOTES: 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE NOTES: 43 FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 3. SOIL AMENDMENTS: —A, 'MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE 1. THOROUGHLY SOAK THE GROUND COVER ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY BARK(UP TO 30%BY VOLUME)OR GYPSUM THROUGHOUT THE FOLLOWING TWO SUMMERS. SEEDING SPECIFICATIONS '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 2. SOIL AMENDMENTS: 1.PRIOR TO SEEDING,MIX TOP 5'LAYER OF TOPSOIL WITH FERTILIZER AND LIME. 10-10-10 FERTILIZER lit SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 S.F. LIME SHALLBE S�600-X *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 L.BS/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 PRUNE 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. BALL 8"O.C. 6.93" HOLE SHALL BE 2 1/2 TIMES THE 4. GENERAL LOIN M.ATNTFN.ANrF:SEE'.)MIX(#6) ? Map data Cc 2024 Terms Report a map error WIDTH OF THE ROOT BALL 4"BUILT-UP EARTH SAUCER 10"O.C. 8.66" SEED MIXTURE LBS/ACRE LBS11,000 S.F. ROPES AT TOP OF BALL FINE FESCUE(BLEND) OPTIMAL PLANTING DATES VICINITY MAP BACKFILL SOIL SHALL BE CUT AND HARD FESCUE ZONE 5B 8 6A 3/15-5/31 -1 PART SOIL AMENDMENT D D 12"O.C. 10.40" CHEWINGS FESCUE 130 3.0 8/1-10/1 REMOVED. FOLD BACK BASED ON SOIL TEST) ZONE 5B 3/1-4/30 N.T.S. TOP 1/3 OF BURLAP. ALL 1. STRONG CREEPING RFD FESCUE NON-BIODEGRADABLE 3 PARTS NATIVE TOPSOIL 8/15-10/15 151,O.0 13.00" KENTUCKY BLUEGRASS 45 0.1 ZONE 7A&7B 2/1-4/30 MA TERIAL SHALL BE 8/15-10/30 REMOVED. 4-6"DEEPER THAN ROOT BALL PERENNIAL RYEGRASS 20 0.5 D I I PROJECT DATA -WHITE CLOVER 5 0.1 181,O.C. 15.60" TAX MAP NUMBER..................... Dist.1000,Sect.1 13,Block 12,Lot 13 UNDISTURBED SUBGRADE TAMP OIL SOLIDLY AROUND BASE MAINTENANCE LEVEL OF ROOT BALL (B)FREQUENT MOWING(4-7 DAYS),OCCASIONAL FERTILIZATION,LIME AND WEED CONTROL DIG WIDE,SHALLOW HOLE WITH _"��SET ROOT BALL ON FIRM PAD IN 24"O,C. 20.80" (C)PERIODIC MOWING(7-14 DAYS),OCCASIONAL FERTILIZATION AND LIME SITE AREA.................................. 111,848 SF(2.57 Acres) (D)INFREQUENT OR NO MOWING,FERTILIZATION AND LIME THE FIRST YEAR OF ESTABLISHMENT TAPERED SIDES REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 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 S.SEED SHALL BE APPLIED TN'n'10 DIRECTIONS AT RIGHT ANGLES TO EACH OTHER. ONCE APPLIED,FIRM NOT TO SCALE 36"O.C. 30.00" THE 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 859%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 HARDWOOD MULCH(DO NOT LIQUID MULCH-BINDER. LANDSCAPEINATURAL AREA... 47,961 SF 7.IRRIGATE NEWLY SEEDED AREAS WITH A MINIMUM OF 1/4 INCH OF WATER TWICE A DAY(NOT DURING PLACE MULCH AGAINST THE PERIODS OF INTENSE SUN)UNTIL VEGETATION IS WELL ESTABLISHED. PAVEMENT/CONCRETE AREA... 41,867 SF BASE OF THE PLANT) GENTLY PULL ROOTS AWAY FROM Y TOPSOIL MASS WITH FINGERS NOTES: 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE BACKFILL SOIL OUTER LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE *1 PART SOIL AMENDMENT CONTAINER 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE (BASED ON SOIL TEST) * FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 3 3. SOIL AMENDMENTS: • PARTS NATIVE TOPSOIL ODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY VOLUME)OR GYPSUM -MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR • UNDISTURBED SUBGRADE DRY,SHREDDED CLAY LOAM UP TO 30%OF THE TOTAL MIX .jmmw AVOID PURCHASING TREES WITH TWO LEADERS OR REMOVE ONE AT PLANTING:OTHERWISE,DO NOT PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL GROUND COVER/PERENNIALIANNUAL PLANTING DETAIL CORRECTIONS N.T.S. DO NOT STAKE OR WRAP TRUNK SET ROOT BALL 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 WIRE BASKET AND FOLD AWAY FROM TOP OF ROOT 3.DOUBLE SHREDDED BALL HARDWOOD MULCH(DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK) 14-BUILT-UP EARTH SAUCER ROPES AT TOP OF BALL BACKFILL SOIL 5 08/29/25 JR MISCELLANEOUS REVISIONS SHALL BE CUT AND *1 PART SOIL AMENDMENT REMOVED. FOLD BACK TOP 1/3 OF BURLAP. ALL (BASED ON SOIL TEST) -3 PARTS NATIVE TOPSOIL 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS NON-BIODEGRADABLE MATERIAL SHALL BE L 3 05/06/25 JR UNAFFECTED SHEET 4-6"DEEPER THAN ROOT BALL REMOVED. NOTES: UNDISTURBED SUBGRADE TAMP SOIL SOLIDLY AROUND BASE 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 2 05/01/25 JR REV.PER SCDPW&H EALTH DEPARTMENT OF ROOT BALL OF THE CONTAINER. COMMENTS DIG WIDE,SHALLOW HOLE WITH SET ROOT BALL ON FIRM PAD IN 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS TAPERED SIDES BOTTOM OF HOLE 2. THOROUGHLY SOAK THE SHRUB ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 3. SOIL AMENDMENTS: DECIDUOUS TREE PLANTING 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" ............ A 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 R 11M G/73; ALL NON-BIODEGRADABLE MATERIAL SHALL 3"DOUBLE SHREDDED HARDWOOD 664 BLUE POINT ROADs UNIT B BE REMOVED. MULCH(DO NOT PLACE MULCH AGAINST HOLTSVILLEx NEW YORK 11742 TREE PROTECTION ZONE/DRIPLINE THE BASE OF THE PLANT) (631) 961-0505 -GROWN PLANT WITH PLANTING HOLE SHALL BE 12"TO www.KeyCivilEngineering.com % CONTAINER 18"DEEP. FOR LARGER SHRUB ROOT BALLS,MAKE DEPTH MIN. 4' ,j PROJECT NAME DEEPER THAN BALL. j BACKFILL SOIL 'T� *1 PART SOIL AMENDMENT PROPOSED • (BASED ON SOIL TEST) BALLED AND BURLAPPED PLANT mp:::r:J i i::::::. mm 9"11, A - ------ CONTKAC T *3 PARTS NATIVE TOPSOIL f WTALL FLUORESCENT • AREA WITHIN TREE SOIL SURFACE ROUGHENED TO UNDISTURBED SUBGRADE BUILDING'S ORANGE HIGH-DENSITY BIND WITH BACKFILL SOIL. REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 CONSTRUCTION FENCE OR PROTECTION ZONE TO REMAIN APPROVED EQUAL UNDISTURBED DURING 705 COUNTY ROAD 48 CONSTRUCTION MATTITUCK, NY 11952 6'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. ON CENTER MAXIMUM. DIST.1000, SECT.: 113, BLOCK: 12, LOT: 13 DRAWING TITLE AREA 01 AREA OF SITE E6 o F SITE 4- CONSTRUCTION CONSTRUCTION Mf LANDSCAPE DETAILS A.4 2' DATE: 01/27/2025 REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 SCALE: N.T.S. TREE PROTECTION FENCE DETAIL NOT TO SCALE PROJECT NUMBER: 24216 DRAWING BY: JR CHECKED BY: DP APPROVED BY: MID SEP0 4 2025 SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS SOUTHOLD TOWN DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A Pt11NNING BOARD VIOLATION OF SECTION 7209 SUB-DIVISION 2,OF THE NEW YORK STATE EDUCATION LAW 0,� tAEW y C,?IL q T?_ DRAWING No: q N TIL At�C e W A C-6 Know what's below. Call before you dig. ES 1-800-272-4480 MARC PiLOTTA, P.E. PAGE NO: NEW YORK STATE PROFESSIONAL ENGINEER #081558 6 OF 11 Y:\Key CivilTrojects024124216-Ron Kuoppala-705 County Road 48_Mattituck\Drawings\Key Civil124216-2025.08,29_SPP-5-TR-1.dwg I SITE LIGHTING NOTES 01 y LUMINAIRE SCHEDULE 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. CALCULATION SUMMARY 2. 1,7 NO REVISIONS,ALTERNATES,OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. -4 FIXTURE FIXTURE MANUFACTURER FIXTURE DESCRIPTION I MOUNTING COLOR LUMENS TOTAL ARRANGEMENT TOTAL SYMBOL QUANTITY LABEL oo LLF ,52 ITE 6 ARRANGEMENT COUNT MOUNTING TYPE HEIGHT TEMPERATURE PER FIX. LUMENS WATTS tVATTS LABEL CALC TYPE UNITS I AVG MAX MIN AVGIMIN MAXIMIN - 3. ILLUMINATION LEVELS SHOWN IN FOOT-CANDLES. PARKING LOT ILLUMINANCE Fc 0.41 3.20 0.00 N/A N!A COOPER/XTOR1 B-YITYPE 111-SHORT-FULL 4. ILLUMINATION LEVELS ON THIS PLAN HAVE BEEN CALCULATED FOR PROPOSED SITE AREA LIGHTS ONLY.ACTUAL 13 /BUILDING 15'-0" 0.900 3000 K 1,327 25,213 12 228.0 ILLUMINATION LEVELS IN THE FIELD MAY DIFFER FROM THOSE DEPICTED ON THE PLAN DUE TO INTERFERENCE 19 A SINGLE 1 CUTOFFICROSSTOUR WALL MOUNT FROM EXISTINGAMBIENT LIGHTING WHOSE ILLUMINATION LEVELS ARE NOT REFLECTED ON THIS PLAN. 5. LIGHT CIRCUITRY PLAN PREPARED BY OTHERS. 46 -A&6. ILLUMINATION LEVELS SHOWN ON THIS PLAN WERE CALCULATED USING AG132 PHOTOMETRIC SOFTWARE C11 7. NOTE:ALL LIGHTING TO BE SET ON PHOTOCELL SENOR TIMERS,WHERE LIGHTS WILL BE TURNED ON HOUR AFTER e 48-- DUSK UNTIL 10 PM. U SITE LIGHTING COMPLIANCE TABLE TOWN OF SOUTHOLD CODE-SECTION 172.5 PERMITTED/REQUIRED PROVIDED MAXIMUM MOUNTING HEIGHT 351-0" 151-0" MAXIMUM LUMENS FOR COMMERCIAL USE 10,000 LUMENS/ACRE x 2.57 Map data C2024 Terms Report a map error ACRES=25,700 LUMENS COMPLIES(25,213 LUMENS) MAXIMUM fc 5 fc 3.10 fc VICINITY MAP N.T.S. MAXIMUM LUMINANCE AT PROPERTY LINE ��P SS&8N L o C.0 0.;) G..0 o.f) C..1) C.o C.o b. *b C-0 0-0 C. f) C0 G. o') C"0 0-0 o'0 G"0 C-0 C") C. 0 0-0 G-() u-k)NO OHYSICo , 0 LAND NOW OR FORMERLY OF ZONE:R-80 RESIDENCE 0.05 fe 0.1 fc COMPLIES(0.00 fc) ZONE:R-80 RESIDENCE JAMES H. JACOBS JR. & SK (RESIDENTIALINOWRESIDENTIAL) PROJECT DATA 1p.ENCC.() 'o.0 *C. j) 'u.f) `o.0 *G..n +C,.0 C *0..f) *C..f) +n. E�.F _ON M. JACOBS, ,ps .9ES .4� USE: f�AOMOIOL�Y.113-12�10,2 .0 0 + + +1 +C.o 'c, f (;�l .211� RESIDENCE 1) C.o b. .0 C..0 G..;) lo.0 le.f) +G..0 lo.o IG'.o lb. +c..:) 'b.o 1b..0 TAX MAP NUMBER..................... Dist,1000,Sect.113,Block 12,Lot 13 tT C..o L 0 LAND NOW OR FORMERLY OF 6.0 +C,. THOMA T* o *b..9 +o o +C.a +C..0 *C.o *C.f) *C.f) +G..0 *o.o *b.o *C 0 1'.1) +C.0 *G.o *C.f) SITE AREA.................................. 111,848 SF(2.57 Acres) _$ R.TALJ30 u.t) 0 *C..() S.C.T. 1000-113-12-10*3 *b.f) 1) +b.0 +b.o +C. +C.0 1". SINGLE FAMILY RESIDENCE �2)12 9 N 87'16'40" E 300.00' ZONING....................................... LB LIMITED BUSINESS TO G"T. 'o.o +G,.,) 'C-0 uvl-,�. x!) .7 T -7= CURRENT USE........................... VACANT -ug,v 06 7 - -7!7!T�: +b.o *C.0 +C.1) +b.:) o +b.') Im *C.0 +G..,) b.0 'o.o 0.() 0 *C.o o *8 ,o+c +,91 0 o to 8 utb.1) 6 PROPOSED USE......................... CONTRACT OR'S BUSINESS '6 7 " - m ..0 t"o t�.f) 0 *o.:) 'o.) *C..0 'G,.f) t,.00 t,"0 t�.o 'C.o +b. f) 'u.") 1%. +b.o +("..q o t..o t,.0 o 10.f) t.1) PROPOSED FOOTPRINT........... 22,020 SF t.I q7 0 8 6 "0 0 12 7 11 LANDSCAPE/NATURAL AREA 47,961 SF 0.f� 1). f) 1) t.f) +b 0. b.f) t,.f) ti.o t,.b 9 t,.,0 612,1 t,.0 *b.o +C.o o 'C.0 t'.o I".: PAVEMENT/CONCRETE AREA... 41,867 SF *b.o +c.o 0 1".f) 1010 07 el 091 ' C-0 10. t,..o *G.0 '09 *(;.011+ol1f) +C.f) +b..0 +0.0 t'.o +C.o I".f) t, *b.0 *C.I) *C.,o t.o +C.o 1,.f) t, C. 011 " 7 "q Id 12 '0 �q 0 7)( +�0 +0.f) 'C'.0 +0.0 t'. 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A 'G. *G,.0 *C.o 'C'.o 0 'n. t.I t'.i 5. +C. +L;.f) lo. 0 t".0 1'..f) +C.o f) +C.o + 0 6" +0.o I",o +C..o 0.; C.f) +0-- 0.1 +C.2 6 +C.4 5 C.4 +o.-7 +C.i +C..o +00 t, ti.o +C.o +C..0 +b.f) *C.r) 3 A +C.o 'o.o +G,.o +G,.0 +C. *b., .1 t.3 .0 IG 4 +0.7 t.4 b 6 + 5 +b..1 f) .0 t'. + .Iwo A +C.o +09 *b.f) +C.f) f)A . : - ;,I o +o o +C.o +c..;) +b.o +b.1 1.2 +G.p A 10 o 1000 Q.0 10.0 10.0 `o.0 'M) +C..f) +C.1 1. +L:3 +h +01 L. 1.2 C.9 10. t`,2 'n..9 +G..0 +G, +C.f) +C..f) +b.0 t".o I.o _0 A + +.G 0.0 m t.0 'o.o�. 0 .2 �.4 76� +b.9 *L.5 3 G). f) +o.f) o t".f) +b..0 +11.0 5 08129/25 JR MISCELLANEOUS REVISIONS A:3� b.() +C��l C.2 0.0 `b.f) + 1"r) +C.f) ol YA .3 4 p +b.0 0 +G +C.0 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS �1 +C f) I".f) 000 3 05/06/25 J R UNAFFECTED SHEET 'o. 'o. 0.000, 2 2'.4 + n +C f) +C f) f) +C o C.0 +b.o o +C..o REV.PER SCDPW&HEALTH DEPARTMENT Y�. 614" PROPOSED 1-STORY 2 05/01/25 JR BUILDING COMMENTS + + I".f) +G..0 +C..f) 0. 2 10.4 6 : . ... C'.o b.o + �.2 1G. +G.4 10- %: � 5 ,. +G.., +b.I G.0 1), L +e. o 1 04/14/25 JR REVISE L CONTRACTOR'S o LIGHTING PER TOWN COMMENTS BUSINESS T" `b. +c.:) +C,0 'o f) t".1 t',.1 tl.4 �.l 11,010 SIF NO. DATE BY DESCRIPTION 10.3 +03.2 10.1 1C.I +(�, 0 1"'.f) o-�4 lb.r) lo.0 +C f) +C.o 1".0 t.4 46' +C..o +0.f) 'o.f) +b.f) +C.f) 0 .0 + REVISIONS +G �rA, I I C.1 c + A �.4 1 2.1 A A 101 0 +C.0 +0') +) 0 +c.:) 0 n 0 A o �o PROPOSED 1-STORY + + + +C..0 t,.:) t". 1,2 +b C.2 0 c,.:) C..1) tk ii. 3 9.4 +0 5 2 Ej t"BUILDING +C.. C. CONTRACTOR'S `b.f) +C.. +b.o +G..o .0 +b.o +C..o OF I BUSINESS u 0 *G.0 +C..o .o +C,o b\ c �7 10.4 9 F 11,010 SF �S A Ap 'o. +b.o *C..0 *C..o f) *G'.0 ov. 10.2 *0.P 1 G.,t u is '0.4 t).5 *C.4 *G..0 1,.0 t".o 1),.o *G..0 A ........ +C.0 0 'G.. o *o i *h 10.6 �.2 t .4 1,6 +G. A b.0 r-WIL E-21MIGINEERNA/ + e. c,.o *U.0 +G..0 +G.0 -o.o 6"0 o 0 *o. +0.6 NO o +b.0 +b.0 +G.o 0 .2 *G.C *C PHYSICAL POSSESION .0 *b.0 0 LAND NOW OR FORMERLY OF A 664 BLUE POINTROAD, UNIT B + + + ti.2 Y G.0 o. b. G.. G. b. +G.1 10.2 10.5 - . : .." I HOLTSVILLEj NEW YORK 11742 S-C-Tr'41 OWI i.3�P12-012 0`9 0`0 G`0 G" 1.4 `o.2 lb o lb.n `o.o +o.o +G..o VACANT Z�kL PkrE(�.r�D (631) 961-0506 + + +0 0.2 +0.6. 0 +b. +C..q +c,, +G o 0.0 0 +G.0 'G.0 +0.0 *G,.o 0 'al G.0 t, *0.0 *G.. *0.0 +G..a +0.o +G..o +G..0 www.KeyCivilEngineering.com ZONE:LB LIMITED BUSINESS USE:VACANT 1b.o +o.o +G..o lb.o *c.o 1 +0.1 3 +0.() +C.8 + .0 C).0 +0.2 *0 5 +1.0 1. +G. + *G. 0 *C..o +G,.r) +(;.0 +0.0 .0 lo.0 10.$X.T.AL.o ioob_i13-i2!,4 PROJECT NAME G.0 G. C.n LAN D NOW OR FORMERLY OF *0.0 + 012" 012, TOWN OF SouTHOLD + + lef � G.0 G..0 G..o t.0 t.. 0 C.0 0.1 '.2 G.2 0. G.0 o.0 C..0 b..0 *o 0.2 +G.3 10.2 '0.1 +C,.;, +G.0 VAG" + � ii, U. G 0 C +C 0 +0.',) +0.o .0 1c,.0 10.0 10. +c..0 +C..0 ).0 G..0 t.00.0Q11, A Ik I PROPOSED t.0 t.o t.0 +G,.o 10.o 0 81L')..0 '.0 +b.0 *G.0 +G.0 b.0 b.n It;.-o 1c..o 0+U.1 1C.1 t.1 0 1),.o *0.0 0 +C.. +G..q +C. +c,.0 +0.,) t.0 0.0 +0.',) +G,.0 1C.0 %%'b.0 lo.") 'u.0 lb.0 +G.0 10. Cull T Ft CTOr"S BUSINESS V +_ *G.n 'o.r�,-+N o +G�.o +c P12 + + + + + + + + + + +0 :0 0 0 ql) G..0 +G,.o t.0 `o.0 0.0 0.0 G..o G.0 G.o 0 *G,.0 +G. +0..,o +o. +C. +0.0 +0.0 +G,.o .0 C.0 0.0 68,111 0 ,,.o 0.0 0.0 t�.o 0.0 BUILDING% +1 +(,.o *C..0 +c..o +b.0 +G..0 +0.0 - vo-0 *e.0 0�'p 1".0 +G..n n 'n n *C.o t.0 +b.r) +b. 0 0 b.0 + J 705 COUNTY ROAD 48 +b.0 '0.0 +0.0 t.0 *0..0 10.0 1C.0 lb.0 lb.0 10.0 t.0 lo.") +G..0 'C'.0 10.0 wo MATTITUCK, NY 11952 0.0 +0.o +G.0 +0.0 0.0 'u.0 0 +0.0 +C..0 +G..0 'C'.0 *G.o +L;,0 +C.0 0.0 0 +G.o +C.o +b.-) +C 0 +b,0 0.0 t.0 *G.0 '0.0 +0.0 0.0 + + +C.0 + + *0.0 +G.0 +G..0 +0.0 *C..q, TOWN OF SOUTHOLD, COUNTY OF SUFFOLK o.0 0.0 0 0.0 C o DIST.1000, SECT: 113, BLOCK: 12, LOT: 13 t.o 0.0 t.o *C.0 +G..o *G.0 +o. +G..0 +C.0 +0..o +C.o +0.0 +G.0 +G..o +b.'.) +0.0 t.0 +C.0 +C1 ) 1b.0 1G.n 0 t.0 +C.,o +0.0 +C,.0 'G.0 t.0 IC-0 lb..0 +G.0 lb..0 `L.0 +G. n +0.0 10.0 1G..0 lb.0 t.0 1G.0 OP 11 - 15 ,10 DRAWING TITLE + + + + + + + + + + + + C.,0 C.o L o C.0 C..0 �O 0.0 0.0 0.0 G.0 0.0 a.10 o.j C.0 o.0 C.0 C, ) 0.0 * 6/1 0911 0 +C.") 'b.0 +C.o +C.0 'u.o `o.0 +G +C..0 +G.o +G..o +C..,) +C.o t'.o 0 0.0 +c'.0 +).0 lo.o 10.0 'c;.0 09 0 *C.0 +b.0 *'.0 0'') 0.0 +0.0 1".0 +C..0 +C.o +0.0 *G,.o +G.o +b.0 +b.0 L).0 A� D +G.0 0 o +C.0 *b.0 +0.0 + 5'WIDE FILL EASEMENT IN-t� + 7 SITE LIGHTING PLAN (FANOR(01`COMY OF-SUFFb p + G.n + +o. "'..9 +G.,0 t'.0 +G, 0 +G 0 1".0 '0.0 +c,,.0 *b.0 t.0 L .0 o66 +G' QO q G.0 *G..o +0'-') *0.o 0 *G,.0 t'. 1'.o t.0 +G.�D +C.0 +b.0 528.6iL\_ *Lo n _*b � !I I + +, + ..; 1�Q G�mi ilea► �i. �__ "I n n _W_ -w- _W_ _W_ S 87'16'40" W... 300.00, DATE: 01/2712025 A N _W -_W_ W_ __4.,-+-W-E7n - ----------------------------- G.n G.. SCALE: ill= 30' b.0 +(;.0 G.0 +,..o +C +C. U.-O .0 0.1 ..9 5 *C.o *C n L;.0 +C.0 x u L 'n +b.n +C.0 +C,.") *G,.0 *b.0 +C.0 +G.0 'C.") t.0 +G,.0 1".0 t'.0 t.0 *c.") +0.0 + + PROJECT NUMBER: 24216 1 1 +1 1 .1 1 z q 1% +) + + + DRAWING BY: .0 C.") C.. 0.0 G.j G.0 0.0 1".0 C.1) +G..0 +b.0 1".0 +G..0 +C.0 *b,0 +0.0 +G.o "o.0 `C.o *C..0 +C.0 +C.0 +G.o +0.0 +Q.0 *G,.0 +C.0 t.0 *b.0 *o,0 JR WIF-Sr 13C>UZsT1:> -1 1ZAA_N"1E11- I-IAAT%M G..0 G.o t.0 +G.0 t.0 0.0 *0.0 t.0 +b.0 +0.0 +b.0 t.o +G.0 +0.0 +G,.a +0.0 'C',0 +b.0 +0.0 "".0 t.0 CHECKED BY: DP ................. ---------------------------------------------------.......................................... ................................................................................... APPROVED BY: MID et SEAL& SIGNATURE: ALTERATION OR ADDITION TO THIS Know what's below. DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A Call before you dig. (ST_TTTT7CX1_X_ 4CC3TJ1%4� 48) VIOLATION OF SECTION 7209, SUB-DIVISION 2,OF THE NEWYORK 1-800-272-4480 0�: NEW 4 E )'0 STATE EDUCATION LAW n, ?I L 71;ri , r DRAWING No: GRAPHIC SCALE 40 0 1 ILS L 30 0 15 30 60 120 1�2 W r SEP 0 4 2025 0 C-7 SOUTHOLD TOWN 0 15��b + 0, .0 ( IN FEET ) PLANNING BOARD 1 inch = 30 ft. MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 7 OF 11 Y.IKey CiviWrojectsQ024\24216 Ron KLIOppala--705 County Road 48 MattituckTrawingsVey Civil\24216-.2025.08.29-.SPP-5..TR-I.dwg i SITE< . . 48 48 \ NO PHYSICAL POSSESION \ \ SOIL EROSION & SEDIMENT CONTROL NOTES: ZONLAND NOW OR FORMERLY OF ZONE:R-80 RESIDENCE, \ \ USE: R-80 RESIDENCE JAMES H. JACOBS JR. do SHARON M. JAC09S usE:xESIDENCE \ \ 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. USE:RESIDENCE S SINGLE FAMIL1000Y RESIDENC113-12-1 2 LAND NOW OR FORMERLY OF 2. THE STORMWATER POLLUTION PREVENTION PRACTICES PROPOSED HEREON HAVE BEEN IDENTIFIED AS THE THOMAs R. rALe12 MINIMUM RECOMMENDED PRACTICES. ADDITIONAL STORMWATER MANAGEMENT FACILITIES OR PRACTICES S.C.T.M. 1000-113-12-10.3 / SHALL BE INSTALLED TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND PREVENT THE INCIDENTAL SINGLE FAMILY RESIDENCE $)12 ' _ _ N 87 16'40" E 300.00' DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. CONTRACTOR TO NOTIFY IN WRITING AND - - - w �� sr� aaaaw�a -ems� aaeRlw ww er awo piss w •a4a o $ „0 07 „ 0811 0611 �\ CONSULT WITH THE ENGINEER OF RECORD IF ADDITIONAL MEASURES ARE REQUIRED OR IF THERE IS EVIDENCE f \ \„ INDICATING POTENTIAL OR REALIZED IMPACTS ON WATER QUALITY DUE TO ANY STORMWATER DISCHARGE ASSOCIATED WITH WITH CONSTRUCTION ACTIVITIES. "j`' j'.` Map data©2024 Terms Report a map error V07 11 ` 07 "-- $ Ql_ «_ _+ �7 /� 09 " (3\`\ 0j$„ 06 ; 3. NOTHING IN THIS STORMWATER POLLUTION PREVENTION PLAN'S DRAWINGS OR ANY ASSOCIATED REPORTS VICINITY MAP r �� RELIEVES THE CONTRACTOR OR OWNER/OPERATOR FROM OBTAINING ANY OTHER PERMITS REQUIRED BY LAW N.T.S. 0 jj r, -, OR COMPLIANCE WITH TAKING ALL REASONABLE STEPS TO MINIMIZE OR PREVENT ANY DISCHARGE IN 7 11(bg „ �� 0 j6 r' 7'0 v' VIOLATION OF NYS DEC OR WHICH HAS A REASONABLE LIKELIHOOD OF ADVERSELY AFFECTING HUMAN HEALTH OR THE ENVIRONMENT. « 06 ,r 07 " 12 0jj " Nr \ PROJECT DATA 0$ " \ 4. CONTRACTOR SHALL BE FAMILIAR WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13 APPROXIMATE LOCATION OF 091, 42 ^\ 43 ��: AND SEDIMENT CONTROL("BLUE BOOK")DATED NOVEMBER 2016.ANY REPORTS PREPARED SPECIFICALLY FOR SITE AREA.................................. 111,848 SF(2.57 Acres) MATERIAL OR SOIL STOCKPILE " - 1 n THIS PROJECT, AND THE REQUIREMENTS OF THE NEW YORK' STATE DEPARTMENT OF ENVIRONMENTAL ` /^\ ^\ - ` CONSERVATION FOR STORMWATER DISCHARGE. ZONING....................................... LB LIMITED BUSINESS PROPOSED INLET / 0 \ ®� 2 5. EROSION CONTROL MEASURES TO PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM CURRENT USE........................... VACANT PROTECTION(TYP.) EXITING THE SITE SHALL,AT A MINIMUM,CONFORM TO THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION PROPOSED USE......................... CONTRACTOR'S BUSINESS i 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. i LANDSCAPE/NATURAL AREA... 47,961 SF I 1 6. IT SHALL NOT BE A DEFENSE FOR A CONTRACTOR OR AN OWNER/OPERATOR IN AN ENFORCEMENT ACTION THAT IT WOULD HAVE BEEN NECESSARY TO HALT OR REDUCE THE CONSTRUCTION ACTIVITY IN ORDER TO MAINTAIN PAVEMENT/CONCRETE AREA... 41,867 SF �6„ " DISCHARGE REQUIREMENTS OR IMPLEMENT EROSION AND � COMPLIANCE WITH THE NYS DEC STORMWATER 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. 9 7. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES SHALL BE DEEMED IN THE PRICE BID FOR THE SITE WORK.lio A INCLUDED lop r �r•"" ✓° 8. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK SHALL BE DONE AS INDICATED IN THE 0 CONSTRUCTION SEQUENCE. Y' r � r I Q " i � � w / 7`0 \ 9. INSTALLATION OF EROSION CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 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 ® PROPOSED 1-STORY x`�► / 1 �> N 014" OF ALL IMPLEMENTED PRACTICES SHALL OCCUR WEEKLY AT A MINIMUM. IF DEFICIENCIES ARE IDENTIFIED,THE BUILDING CONTRACTOR SHALL BEGIN IMPLEMENTING CORRECTIVE ACTIONS WITHIN ONE BUSINESS DAY AND SHALL 9, CONTRACTOR'S \ COMPLETE THE CORRECTIVE ACTIONS IN A REASONABLE TIME FRAME. BUSINESS f'J` \ e l 11,010 SF \ 11. CONTRACTOR SHALL REMOVE ANY SILT FROM SOIL EROSION AND SEDIMENT CONTROL MEASURES WHEN IT ® REACHES (1I2) ONE-HALF CAPACITY UNLESS OTHERWISE NOTED OR AS DIRECTED BY THE ENGINEER. THE \ ✓j0� w F.F. EL. 41.75 , MATERIAL SHOULD BE INCORPORATED INTO THE SITE IN A STABILIZED MANNER. 12 TEMPO SEED AND MULCH SHALL APPLIED TEMPORARY SE L BE AP LI D 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 I y SEASON, THEY SHALL BE STABILIZED WITH GEOTEXTILE FABRIC AND MAINTAINED ACCORDING TO BEST b� CONTRACTOR'S �'c>© \ PRACTICES. E 5 08/29/25 JR MISCELLANEOUS REVISIONS BUSINESS 13. CONTINUE INSPECTION AND REPAIR OF STORMWATER POLLUTION PREVENTION MEASURES UNTIL THE 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS Ao. 11,010 SF \ ��, F.F. EL. 41.75 I t 11' COMPLETION OF CONSTRUCTION AND PERMANENT STABILIZATION IS ACHIEVED. 3 05/06/25 JR UNAFFECTED SHEET o APPROXIMATE LOCATION OF JOB TRAILER AND 14 PW&HEALTH DEPARTMENT REMOVE EROSION I-00" OS ON CONTROL MEASURES,SILT,AND DEBRIS UPON ESTABLISHMENT OF PERMANENT STABILIZED 2 05/01/25 JR A REV.PER SCD F 1 COMMENTS TEMPORARY SANITARY COVER OF ALL UPSTREAM I TRIBUTARY AREAS. E FACILITIES(IF NEEDED) 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS 6« 15. SHALL BE NO PHYSICAL FORMERLY RI HALL NOT BE BURIED ON THE SUBJECT SITE ALL UNSUITABLE MATERIAL AND DEBRIS NO. DATE BY DESCRIPTION \ DISPOSED OF IN ACCORDANCE WITH ALL CITY,STATE,AND FEDERAL LAWS AND APPLICABLE CODES. LAND NOW OR FORMERLY OF � , \ GULLY REALM, LLC O ' z S.C.T.M. VAACAA 13-12-12 _\ , 41 ZONE:PROTECTED 16. THESE PLANS ARE BASED ON INFORMATION AVAILABLE TO OUR OFFICE AT THE TIME OF PLAN PREPARATION REVISIONS I tic' ,(mood CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS AND NOTIFY OUR OFFICE IF ACTUAL SITE CONDITIONS �q 5a DIFFER FROM THAT SHOWN ON THE PLAN,OR IF THE PROPOSED WORK WOULD BE IMPACTED BY ANY OTHER .. � �, SITE FEATURES. ZONE:LB LIMITED BUSINESS y� USE:VACANT S.C.T.M. }000_t13_}2-14 \ 17. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. LAND NOW OR FORMERLY OF TOWN OF SOUTHOLD \ vACANr 18. REFER TO GRADING AND LANDSCAPING PLANS FOR ADDITIONAL INFORMATION.\ /y 0$ 011, 19. CONTRACTOR SHALL CLEAN ALL ON-SITE EXISTING & PROPOSED DRAINAGE STRUCTURES AND _ 40 INTERCONNECTING PIPE AT END OF PROJECT AS WELL AS ANY OFF •SITE DRAINAGE STRUCTURES THAT MAY I �� - 1/^ , HAVE RECEIVED RUNOFF FROM THE SITE. 0 01� 9 p CONT \ 20 NECESSARYT0 PREVEN SHALL T SILT AND DEBRIS VIDE TEMPORARY INLET FROM CONSTRUCTION ACTIVITIES GETTING N BEYOND THE LIMITS OF INTO ANY DRAINAGE 664 \ / __..-• PROPOSED INLET o \ SYSTEM FOR WHICH THE PROJECT IMPACTS. BLUE POINT R®AO, UNIT \ �tp � 11` � I PROTECTION(TYP.) HOLTSVILLE, NEW PORK 11742 / O " 1-24- �� - 0$ " 21. CONTRACTOR SHALL LOCATE CONCRETE WASHOUT AREA, STOCKPILE AREA, AND CONSTRUCTION WASTE (631) 961-OJO6 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 cc 0 APPROXIM=TRK' AT SHALL MAINTAIN SPILL PREVENTION & RESPONSE EQUIPMENT AND MAKE AVAILABLE ON-SITE FOR USE BY ++ jj "{� OF CONCR \ CONTRACTOR'S EMPLOYEES TRAINED IN THE APPLICATION OF SPILL PREVENTION&RESPONSE PROCEDURES. PROJECT NAME / 0 9 \ \ T WASHOUT \ \ \ 22. CONTRACTOR SHALL IDENTIFY LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE PROPOSED 09 rr 0016" ® WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED ON THE PLAN. o \ ,r 9 T 7 "° '� T T' 5'WIDE FILL EASEMENT IN „ 6 „ 0,2 „ Z 23. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND FAVOR OF COUNTY OF SUFFOLK 06„ $ 0 0 o IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. _ _ _ _ __ _ I I 528.6�' !-`-- Ar _ 24. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: a�! W S �'10" �' W W 40 300.00' W - a. STABILIZED CONSTRUCTION ENTRANCE/EXIT-A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE!EXIT 705 COUNTY ROAD 48 W W 41 SHALL BE INSTALLED AT THE DRIVEWAY ON FLANDERS ROAD; THIS AREA SHALL BE GRADED SO THAT 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, NECESSARY FOR REQUIRED -- THE CONTRACTOR SHALL APPLY WATER TO BARE SOIL SURFACES TO MINIMIZE BLOWING DUST. CONSTRUCTION PHASING DRAWING TITLE SOLID WHITE LINE PROPOSED SILT FENCE TO BE 25. THE RIGHT-OF-WAY IS NOT TO BE USED FOR STORAGE OR STAGING OF EQUIPMENT OR MATERIALS DURING PLACED DOWN GRADIENT OF SST 13�� L T_Al'� CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THE RIGHT-OF-WAY DURING SOIL EROSION & DISTURBED AREAS IN ASPHALT SOLID YELLOW LINE E_-.-.___.....PAVEMENTDGE OF CONSTRUCTION AND SHOULD INSTALL FENCING ALONG THE PROPERTY'S FRONTAGE TO LIMIT ACCESS FOR AREAS.CONTRACTOR TO RELOCATE ----------- -------------------- CONSTRUCTION VEHICLES TO DEFINED POINTS OF INGRESSIEGRESS, DURING THE COURSE OF SEDIMENT CONTROL P LA N CONSTRUCTION ACTIVITIES, -..-----GRASS MtDIAN�" DLE ® 26. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS PERMANENTLY OR TEMPORARILY (EXISTING DISTURBED ®� ®A 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 BUSINESS DAY AND COMPLETED WITHIN FOURTEEN (14) DAYS FROM THE DATE THE CURRENT SOIL DATE: 01/27/2025 DISTURBANCE ACTIVITY CEASED. SCALE: 1" = 30' L2© PROJECT NUMBER: 24216 SEP 0 4 2025 DRAWING BY: JR SOUTHOLDTOWN CHECKED BY: DID � PLANNING BOARD j APPROVED BY: MID AREA DATA SEAL SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED Know what's below. PROFESSIONAL ENGINEER IS A Call before you dig. PROPERTY AREA................................ 111,848 SF(2.57 Acres) �0) - N f`1�/ VIOLATION ' SECTION 72Y9, 0 SUB-DIVISION 2,OF THE NEW YORK 1-800-272-4480 TOTAL DISTURBED AREA... ( ) �° � TTq 'r............... 96,272 SF 2.26 Acres 1 PII,® STATE EDUCATION LAW DRAWING No: EXISTING IMPERVIOUS AREA 0 SF(0.00 Acres) y� B GRAPHIC SCALE PERVIOUS AREA 111,848 SF(2.57 Acres) r 0", 30 wr L.sEA I so o Is so 60 I20 PROPOSED IMPERVIOUS AREA 63,887 SF(1.47 Acres) z oil Z C-8 PERVIOUS AREA 47,961 SF(1.10 Acres) �� OS155�' � ( IN FEET ) P%FESS`D�P 1 inch = 30 ft. MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 8 OF 11 Y.Wey Civil\Projects\2024124216__Ron Kuoppala..705 County Road 48._MattituckTrawings\Key CIv1'124216_2025.08.29_SPP-5_TR-t.dwg TREE PROTECTION ZONEIDRIPLINE INSTALL PAD LOCK .:: (SEE NOTE 2) AP SITE N1. 4'TALL FLUORESCENT ORANGE DISPLAY"SWPPP",THE NPDES � HIGH-DENSITY CONSTRUCTION PERMIT ID#,AND CONTACT FENCE OR APPROVED EQUAL AREA WITHIN TREE PROTECTION INFORMATION(SEE NOTE 3) "COUNTRY"SIZE MAILBOX OR OTHER CONTAINER ABLE TO HOLD ZONE TO REMAIN UNDISTURBED A MINIMUM OF ONE 3"THREE RING 6'LONG WOOD OR STEEL DURING CONSTRUCTION F BINDER IN GOOD CONDITION. FENCE POSTS. POSTS SHALL BE SPACED HORIZONTALLY 8' `'�ir, .. ::r•.>.. rt ,.,"er "z<. CONSTRUCTION PERMIT PAPERWORK STORAGE NOTES:' ON CENTER MAXIMUM. >,•>c,;-%;,;�,{�; •'<•��%,�.;�'i�",✓ y z y y 1. CONTRACTOR MUST MAINTAIN THE SWPPP BINDER IN A SECURE LOCATION,SUCH AS A JOB TRAILER,ON-SITE WkCONSTRUCTION OFFICE,OR MAILBOX WITH LOCK. THE SECURE LOCATION MUST BE ACCESSIBLE DURING ,, 4g . .. _ AREA OF SITE AREA OF SITE �-;' {,,,,.,.-. ',"�:-'�;</%•',- ��, -4 NORMAL BUSINESS HOURS TO AN INDIVIDUAL PERFORMING COMPLIANCE INSPECTION. --�^°" � Ve' CONSTRUCTION ! ` =_ %'':•y . CONSTRUCTION 2. PROVIDE A DIGIT OR CHARACTER PAD LOCK(MINIMUM FOUR DIGITS OR CHARACTERS)AND PROVIDE O>tC1 2' COMBINATION TO TRAINED CONTRACTOR AND QUALIFIED INSPECTOR. A KEY SHALL NOT BE REQUIRED. BMP IMPLEMENTATION AND MAINTENANCE SEQUENCE 3. CONTACT INFORMATION SHALL INCLUDE THE NAME AND PHONE NUMBER OF EACH OF THE TRAINED SOIL RESTORATION REQUIREMENTS DURING CONSTRUCTION ACTIVITY SEQUENCE DESCRIPTION BMP ACTIVITIES MAINTENANCE FREQUENCY CONTRACTOR,QUALIFIED INSPECTOR,AND OWNER/OPERATOR. 4. PAPERWORK SHALL NOT BE TAKEN OFF SITE(SUCH AS STORED IN A WORK VEHICLE). PRE-CONSTRUCTION INSTALL INLET PROTECTION ON EXISTING INLETS TREE PROTECTION FENCE NOTES: TYPE OF SOIL DISTURBANCE SOIL RESTORATION REQUIREMENT COMMENTSIEXAMPLES 1. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR PROPOSED LIMITS OF CONSTRUCTION PERMIT PAPERWORK INCLUDES: DISTURBANCE. A. SWPPP(STORMWATER POLLUTION PREVENTION PLAN). NO SOIL DISTURBANCE RESTORATION NOT PERMITTED PRESERVATION OF NATURAL FEATURES INSTALL PERIMETER SEDIMENT CONTROL/SILT FENCE NOTICE OF INTENT)ACKNOWLEDGEMENT LETTER FROM DEC.NOI 2. CONSTRUCTION VEHICLES TO STAY AS FAR AS POSSIBLE FROM TREE PROTECTION FENCE TO PREVENT B. ( COMPACTION OF TREE ROOTS. C. N01 SIGNED BY OWNER AND SWPPP PREPARER. MINIMAL SOIL DISTURBANCE RESTORATION NOT REQUIRED CLEARING AND GRUBBING INSTALL STABILIZED CONSTRUCTION ACCESS D. MS4 SWPPP ACCEPTANCE FORM. WEEKLY OR AS REQUIRED HYDROLOGIC SOIL HYDROLOGIC SOIL INSTALL WORK TRAILER OR MAILBOX FOR CONSTRUCTION E. NYS DEC GENERAL PERMIT No.GP-0 20 001. GROUP A&B GROUP C&D ,:., m'' TREE PROTECTION FENCE AREAS WHERE TOPSOIL IS STRIPPED ONLY- PROTECT AREA FROM ANY ONGOING PERMIT PAPERWORK STORAGE ff F. SITE LOG BOOK INCLUDING CERTIFICATIONS,SITE INSPECTION REPORTS.AND SWPPP UPDATES. NO CHANGE IN GRADE CONSTRUCTION ACTIVITIES. Map data�2024 Terms Report a map error APPLY 6 INCHES OF AERATE*AND APPLY IDENTIFY THE SOIL STOCKPILE STORAGE AND N.T.S. TOPSOIL 6fNCHESOFTOPSOIL CONSTRUCTION STAGING AREAS VICINITY MAP CONSTRUCTION PERMIT PAPERWORK STORAGE HYDROLOGIC SOIL HYDROLOGIC SOIL N.T.S. AREAS OF CUT OR FILL GROUP A&B GROUP C&D EARTHWORK APPLY DUST CONTROL N.T.S. AERATE*AND APPLY APPLY FULL SOIL 61NCHES 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.113,Block 12,Lot 13 A ZONE 5-25 FEET AROUND BUILDINGS BUT NOT (DECOMPACTION AND COMPOST WITHIN A 5 FOOT PERIMETER AROUND ENHANCEMENT) BUILDING CONSTRUCTION MATERIAL STOCKPILE PERIMETER CONTROL& SITE AREA.................................. 111,848 SF(2.57 Acres) FOUNDATION WALLS) STABILIZATION AS REQUIRED SILT FENCE NOTES KEEP CONSTRUCTION EQUIPMENT FROM ZONING....................................... LB LIMITED BUSINESS 1. PLACE SILT FENCE AT LOCATIONS AS SHOWN ON PLANS AS WELL AS DETAILS. RESTORATION NOT REQUIRED,BUT MAY BE CROSSING THESE AREAS.TO PROTECT NEWLY RUN-OFF AND DRAINAGE INSTALL NEW DRAINAGE SYSTEM DEFINITION AREAS WHERE RUNOFF REDUCTION AND/OR CONTROL WEEKLY OR AS REQUIRED CURRENT USE........................... VACANT 2. SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS THE FENCE AROUND THE ENDS. INFILTRATION PRACTICES ARE APPLIED APPLIED TO ENHANCE THE REDUCTION INSTALLED BMP FROM ANY ONGOING INSTALL INLET PROTECTION FOR NEW SYSTEM 3. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE DIRECTED BY THE THE CONTROL OF DUST RESULTING FROM LAND-DISTURBING ACTIVITIES. SPECIFIED FOR APPROPRIATE PRACTICES. CONSTRUCTION ACTIVITIES.CONSTRUCT A PROPOSED USE......................... CONTRACTOR'S BUSINESS GOVERNING AGENCY. PURPOSE FENCE AROUND BMP. GRADING,DRAINAGE,& GRADE SITE AREAS PROPOSED FOOTPRINT........... 22,020 SF 4. DO NOT PLACE MATERIAL AGAINST SILT FENCE. SOIL RESTORATION IS REQUIRED ON UTILITY INSTALLATION AND 5. INSPECT SILT FENCE IMMEDIATELY AFTER PLACING ANY MATERIAL NEARBY. TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBED SOIL SURFACES THAT MAY CAUSE OFF-SITE DAMAGE,HEALTH HAZARDS,AND REDEVELOPMENT PROJECTS IN AREAS WHERE STABILIZATION STABILIZE EXPOSED AREAS AS REQUIRED LANDSCAPE/NATURAL AREA... 47,961 SF 6. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY. TRAFFIC SAFETY PROBLEMS. REDEVELOPMENT PROJECTS EXISTING IMPERVIOUS AREA WILL BE CONVERTED TO PERVIOUS AREA. INSTALL EROSION CONTROL MEASURES PAVEMENT/CONCRETE AREA... 41,867 SF CONDITIONS WHERE PRACTICE APPLIES UPSTREAM/AREA OF DOWNSTREAM/EXISTING ON CONSTRUCTION ROADS,ACCESS POINTS,AND OTHER DISTURBED AREAS SUBJECT TO SURFACE DUST MOVEMENT AND DUST BLOWING WHERE OFF-SITE "AERATION INCLUDES THE USE OF MACHINES SUCH AS TRACTOR-DRAWN IMPLEMENTS WITH COULTERS MAKING A NARROW SLIT IN THE SOIL,A FINALIZE GRADING REMOVE TEMPORARY ESC MEASURES MONTHLY OR AS REQUIRED DISTURBANCE--]-UNDISTURBED GROUND DAMAGE MAY OCCUR IF DUST IS NOT CONTROLLED, ROLLER WITH MANY SPIKES MAKING INDENTATIONS IN THE SOIL,OR PRONGS WHICH FUNCTION LIKE A MINI-SUBSOILER. POST CONSTRUCTION **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 8'-0'O.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: APPROVED FILTER FABRIC MEETING ( BE LEFT WHERE PRACTICAL. TEMPORARY OR PERMANENT STABILIZATION MEASURES SHALL BE INSTALLED. NO SPECIFIC DESIGN CRITERIA IS GIVEN;SEE 1. SOIL RESTORATION IS TO BE APPLIED TO PROPOSED VEGETATED AREAS WHERE ANY HEAVY CONSTRUCTION VEHICLE HAS INSPECTION REQUIRED POSTS OR APPROVED EQUAL TO BE N.Y.S.SPECIFICATIONS(T-0"WIDE) INSTALLED IN ASPHALT PAVEMENT) CONSTRUCTION SPECIFICATIONS BELOW FOR COMMON METHODS OF DUST CONTROL. BEEN OR OVER COMPACTION HAS OCCURRED AND FINAL STABILIZATION IS TO BEGIN, THIS IS GENERALLY APPLIED IN THE PRE-CONSTRUCTION CLEANUP, SITE RESTORATION, AND LANDSCAPING PHASE OF CONSTRUCTION FOLLOWED BY THE PERMANENT FLOW z 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 ROTATE POSTS TOGETHER CONTROLS,STABILIZED CONSTRUCTION ACCESS,INLET � g WASH OFF TO A STREAM,INGREDIENT INFORMATION MUST BE PROVIDED TO THE NYSDEC. NO POLYMER APPLICATION SHALL TAKE PLACE WITHOUT WRITTEN MEASURES SHOULD BE APPLIED OVER AND ADJACENT TO ANY RUNOFF REDUCTION PRACTICES TO ACHIEVE DESIGN o BEFORE INSTALLATION �\ APPROVAL FROM THE NYSDEC. PERFORMANCE. QUALIFIED INSPECTOR:1/WK PROTECTION,AND OTHER BMPS REQUIRED COMPACTED SOIL 04 SECOND CONSTRUCTION SPECIFICATIONS 2. AT THE END OF THE PROJECT AN INSPECTOR SHOULD BE ABLE TO PUSH A 3/8"METAL BAR 12 INCHES INTO THE SOIL JUST POST FINAL STABILIZATION SILT FENCE A NON-DRIVING AREAS: WITH BODY WEIGHT.THIS SHOULD NOT BE PERFORMED WITHIN THE DRIP LINE OF ANY EXISTING TREES OR OVER UTILITY NOTES: CO 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. 6 FIRST SILT B)CERTIFIED"AROOSTOOK"WINTER RYE(CEREAL RYE)AT 100 LBS.PER ACRE(2.5 LBS/SF) 3. TO MAINTAIN SOIL RESTORATION,KEEP THE SITE FREE OF VEHICULAR AND FOOT TRAFFIC OR OTHER WEIGHT LOADS. 2. IMPLEMENTATION OF BMP ACTIVITIES SHALL IN NO WAY RELIEVE THE CONTRACTOR OF OBLIGATIONS REGARDING DIG 6"WIDE AND 6"DEEP o I USE WINTER RYE IF SEEDING IN OCTOBER/NOVEMBER. OTHER CONSTRUCTION ACTIVITIES AND TIME FRAMES. TRENCH,BURY BOTTOM N FENCE MULCH(INCLUDING GRAVEL MULCH)-MULCH OFFERS A FAST EFFECTIVE MEANS OF CONTROLLING DUST. SOIL RESTORATION PROCEDURE: V-0"OF FILTER FABRIC, SPRAY ADHESIVES-EXAMPLES OF SPRAY ADHESIVES FOR USE ON MINERAL SOILS ARE SHOWN IN THE DURING PERIODS OF RELATIVELY LOW TO MODERATE SUBSOIL MOISTURE, THE DISTURBED SUBSOILS ARE RETURNED TO TAMP IN PLACE V PST(TYP.) STAPLE(TYP.) FOLLOWING TABLE: ROUGH GRADE AND THE FOLLOWING SOIL RESTORATION STEPS APPLIED: SECTION JOINING FENCE SECTIONS MATERIAL WATER DILUTION NOZZLE TYPE APPLY GALLONS/ACRE 1. APPLY 3 INCHES OF COMPOST OVER SUBSOIL. THE COMPOST SHALL BE WELL DECOMPOSED (MATURED AT LEAST 3 ACRYLIC POLYMER 8:1 COURSE SPRAY 500 MONTHS),WEED-FREE,ORGANIC MATTER.IT SHALL BE AEROBICALLY COMPOSTED,POSSESS NO OBJECTIONABLE ODORS, WOOD OR LATEX EMULSION 12.5:1 FINE SPRAY 235 AND CONTAIN LESS THAN 1%, BY DRY WEIGHT, OF MAN-MADE FOREIGN MATTER. THE PHYSICAL PARAMETERS OF THE 8'O.C. SILT FENCETILTER METAL FENCE POST RESIN IN WATER 4:1 FINE SPRAY 300 COMPOST SHALL MEET THE STANDARDS LISTED IN TABLE 5.2-COMPOST STANDARDS TABLE OF THE NYS STANDARDS AND (TYP.) FABRIC SPECIFICATIONSFOR EROSION AND SEDIMENT CONTROL,EXCEPT FOR"PARTICLE SIZE"100%WILL PASS THE 1/2"SIEVE. B DRIVING AREAS: 1.1. NOTE:ALL BIOSOLIDS COMPOST PRODUCED IN NEW YORK STATE(OR APPROVED FOR IMPORTATION)MUST MEET NYS 5 08/29/25 JR MISCELLANEOUS REVISIONS SPRINKLING-THE SITE MAY BE SPRAYED UNTIL THE SURFACE IS WET. THIS IS ESPECIALLY EFFECTIVE ON HAUL ROADS AND ACCESS ROUTES TO DEC'S 6 NYCRR PART 360(SOLID WASTE MANAGEMENT FACILITIES) REQUIREMENTS.THE PART 360 REQUIREMENTS PROVIDE SHORT TERM LIMITED DUST CONTROL. ARE EQUAL TO OR MORE STRINGENT THAN 40 CFR PART 503 WHICH ENSURE SAFE STANDARDS FOR PATHOGEN 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS POLYMER ADDITIVES-POLYMERS ARE MIXED WITH WATER AND APPLIED TO THE DRIVING SURFACE IN ACCORDANCE WITH THE MANUFACTURER'S REDUCTION AND HEAVY METALS CONTENT. RECOMMENDATION. 3 05/06/25 JR UNAFFECTED SHEET BARRIERS-WOVEN GEO-TEXTILES CAN BE PLACED ON THE DRIVING SURFACE. STONE CAN ALSO BE USED FOR CONSTRUCTION ROADS. 2. TILL COMPOST INTO SUBSOIL TO A DEPTH OF AT LEAST 12 INCHES USING A CAT-MOUNTED RIPPER,TRACTOR MOUNTED DIRECTION OF REV.PER SCDPW&HEALTH DEPARTMENT SURFACE RUNOFF WINDBREAK-A SILT FENCE OR SIMILAR BARRIER CAN CONTROL AIR CURRENTS AT INTERVALS EQUAL TO TEN TIMES THE BARRIER HEIGHT. PRESERVE DISC,OR TILLER,TO MIX AND CIRCULATE AIR AND COMPOST INTO THE SUBSOIL. 2 05?01/25 JR COMMENTS PLAN EXISTING WIND BARRIER VEGETATION AS MUCH AS PRACTICAL. 3. ROCK-PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF FOUR INCHES AND LARGER SIZE ARE CLEANED OFF THE SITE. 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS STANDARD SILT FENCE NOTES: MAINTENANCE 1. THE SLOPE OF THE LAND FOR AT LEAST 30 FEET ADJACENT AND UPSTREAM TO STANDARD SILT FENCE SHALL MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS UNTIL ALL DISTURBED AREAS ARE STABILIZED. 4. APPLY TOPSOIL TO A DEPTH OF 6 INCHES. NO. DATE BY DESCRIPTION NOT EXCEED 5%. 2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THE END POSTS SHALL BE ROLLED TOGETHER A 5. VEGETATE AS REQUIRED BY THE SEEDING PLAN.USE APPROPRIATE GROUND COVER WITH DEEP ROOTS TO MAINTAIN THE REVISIONS MINIMUM OF 3 TIMES. SOIL STRUCTURE. STANDARD SILT FENCE JA 6. TOPSOIL MAY BE MANUFACTURED AS A MIXTURE OR A MINERAL COMPONENT AND ORGANIC MATERIAL SUCH AS COMPOST. r N.T.S. DUST CONTROL SOIL RESTORATION / PIP N.T.S. �. /,,,,,, / V4�E R 11 664 BLUE POINT ROAD, UNIT B HOLTSVILLE, NEW YORK 11742 GEOTEXTILE, FILTER FABRIC, OR SILT FENCE FABRIC (631) 961-OSCS PLACED UNDER INLET GRATE IS NOT AN ACCEPTABLE www.KeyC!vilEngineering.com STORMWATER MANAGEMENT PRACTICE PROJECT NAME p 2 -- PROPOSED 1/8"0 STEEL WIRE INLET PROTECTION TYPES AND USES 1 I EROSION CONTROL COVER j�� `i�� `i//,``i��ir,`��`i/��`%��%�� CONTRACTOR'S BUSINESS EXISTING PAVEMENT TYPE EXAMPLE USAGE NOTES STAPLE DETAIL STAPLES(2 PER-,-," ER 8'MIN % � 50'MIN. BALE,TYP.) _ STOCKPILE PERIMETER / �/ /� 1 1(MAX} BUILDINGS FABRIC PLACED B - - B SEDIMENT CONTROL ��: x /�� 10'0"MIN. E:�: 3' g. //j�% L = STOCKPILED '��//j 10 MIL PLASTIC 10 MIL PLASTIC LINING-'_z (SILT FENCE SHOWN) /�; /� (TYP.) 705 COUNTY ROAD 48 THIS METHOD OF INLET PROTECTION IS NOT %�// o w MATERIAL 0 UNDER INLET NOT PERMITTED LINING BINDING /i�/i i, ACCEPTABLE. N �` cO z GRATE MOUNTABLE BERM z WIRE //��j �ij��/� MATTITUCK, NY 11952 EXISTING GROUND FILTER CLOTH-/ _ SANDBAGS j l �ii`. TOWN OF SOUTHOLD COUNTY OF SUFFOLK MAXIMUM SIDE SLOPES OF 2:1. UNDER STONE PROFILE (OPTIONAL) `" ` STRAW BALE " EXCAVATED DURING INITIAL OVEREAT GRADING MINIMUM DEPTH 1 FOOT. W.". NATIVE MATERIAL OR CONCRETE - - DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 I DROP INLET AFTER THE STORM DRAIN TRUNK IS MAXIMUM DEPTH 2 FEET. BLOCK TYP. PROTECTION INSTALLED 50'MIN. (IF EXCAVATED, (TYP.) CONTAIN 900 CF PER TRIBUTARY ACRE. 2V:1H MAX SLOPE) DRAWING TITLE WOOD OR METAL STAKES FABRIC DROP DURING FINAL ELEVATION GRADING MAX SLOPE OF 1%OF SURROUNDING AREA. � SECTION B-B (2 PER BALE) PLAN STOCKPILE NOTES: 1.5'MAX UN-REINFORCED HEIGHT OF FABRIC. EXISTING GROUND 1. STOCKPILE MANAGEMENT INCLUDES MEASURES TO MINIMIZE EROSION AND SEDIMENT TRANSPORT FROM SOILS OR SOIL EROSION SEDIMENT II INLET PHASES AFTER THE STORM DRAIN MAINTAIN OVERFLOW TO DROP INTO THE CONCRETE AND GROUT WASTE MANAGEMENT: OTHER ERODIBLE MATERIALS STORED AT THE CONSTRUCTION SITE. SPECIAL ATTENTION SHOULD BE GIVEN TO PROTECTION SYSTEM IS COMPLETED z 1. ALL WASH OFF AND NON-SOLID CONCRETE AND GROUT WASTE MUST BE CONTAINED IN AN EXCAVATED OR ABOVE DROP INLET. �` z I-t12'MIN. Z w STOCKPILES IN CLOSE PROXIMITY TO NATURAL OR MANMADE STORM SYSTEMS. PROTECTION OF STOCKPILES IS A GROUND LINED CONSTRUCTED PIT. 0 N T RO L ETA I LS MINIMUM STONE BARRIER HEIGHT OF 1'. w YEAR-ROUND REQUIREMENT. N X � 2. THIS FACILITY WILL RECEIVE ALL WASH WATER FROM THE CLEANING OF CHUTES,MIXERS,HOPPERS, VIBRATORS, STONE&BLOCK DURING THE INITIAL AND INTERMEDIATE MAXIMUM STONE BARRIER HEIGHT OF 2'. ^�/C�� W a 2. THIS DETAIL DOES NOT APPLY TO CONTAMINATED MATERIALS WHICH REQUIRE ADDITIONAL MEASURES. a PLACING EQUIPMENT, TROWELS, AND SCREEDS. UNDER NO CIRCUMSTANCES WILL WASH WATER FROM THESE III DROP INLET OVEREAT GRADING OF A DO NOT USE MORTAR. 3. LOCATE STOCKPILES AS FAR AWAY FROM BODIES OF WATER,INFILTRATION AREAS,INLETS,AND OTHER DRAINAGE EXPOSE 6"OF FILTER CLOTH OPERATIONS BE ALLOWED TO INFILTRATE INTO THE SOIL OR ENTER SURFACE WATERS OR STOMWATER PROTECTION CONSTRUCTION SITE LIMIT HEIGHT TO PREVENT PONDING OR z MANAGEMENT FACILITIES. SYSTEM COMPONENTS AS POSSIBLE SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE BYPASS FLOW. ALONG BOTH SIDES o ENVIRONMENTAL DAMAGE. DATE: 01/27/2015 PLAN VIEW 3. CAPACITY-SIZE FACILITY TO CONTAIN SOLIDS,WASH WATER,AND RAINFALL. WASH WATER SHALL BE ESTIMATED 4. WEEDS SHOULD NOT BE ALLOWED TO GROW ON STOCKPILES. USE WITH UPSTREAM BUFFER STRIPS AND BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS AT 1 CUBIC FOOT PER CHUTE AND 7 CUBIC FEET PER 5. WHEN THE STOCKPILE IS NO LONGER NEEDED,PROPERLY DISPOSE OF EXCESS MATERIALS AND RE-VEGETATE OR SCALE: N.T.S. USED AFTER PAVEMENT HOPPER OF THE CONCRETE PUMP TRUCK AND/OR DISCHARGING DRUM. PAVED SURFACE WITH TEMPORARY SURFACE STABILIZATION. 4. LOCATION-LOCATE FACILITY FOR ACCESS BY TRUCKS AND AS FAR AS POSSIBLE FROM DRAINAGE SWALES,STORM OTHERWISE STABILIZE THE GROUND SURFACE WHERE THE STOCKPILE WAS LOCATED, CONSTRUCTION HAS BEEN DONE WHILE 6. FOR STOCKPILES MAINTAINED FOR MORE THAN ONE DAY, A SEDIMENT CONTROL SYSTEM, CONSISTING OF SILT PROJECT NUMBER: 24216 IV INLET PLACE AT INLET PERIMETER OR BEYOND. STABILIZED CONSTRUCTION ACCESS NOTES: FINAL GRADING AND SOIL DRAIN INLETS,WETLANDS,STREAMS AND OTHER SURFACE WATERS AND WHERE POSSIBLE,A MINIMUM OF 100 FEET PROTECTION INTEGRATE TRAFFIC SAFETY. 1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 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 FENCING OR COIR LOG,SHALL BE INSTALLED AND MAINTAINED ON DOWNHILL SIDES TO CONTAIN MATERIAL. 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 INSTALLED AND ANCHORED IN PERFORMANCE STANDARD FOR THE SILT 3. THICKNESS-NOT LESS THAN SIX U INCHES. CONTROLS MAY NOT BE REQUIRED. 4. WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS BEYOND THE TOP OF THE PIT WITH STAPLES AS SHOWN, AN EARTHEN BERM, SAND BAGS, STONE, OR OTHER CHECKED BY: pp MANUFACTURED ACCORDANCE WITH THE FENCE FABRIC. THE INSERTS WILL BE OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. STRUCTURAL APPURTENANCE. 6.2. PROTECT ALL STOCKPILES FROM STORMWATER RUN-ON. V INSERT INLET MANUFACTURERS RECOMMENDATIONS INSTALLED TO PRESERVE A MINIMUM OF 50% 6.3. FOR STOCKPILES IN ACTIVE USE,PROVIDE A STABILIZED DESIGNATED ACCESS POINT ON THE UPGRADIENT PROTECTION 5. GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. PRE-FABRICATED WASHOUTS MAY BE USED IF THEY ENSURE THE CAPTURE AND CONTAINMENT OF THE WASTE � s r`l p AND DESIGN DETAILS OF THE OPEN UNOBSTRUCTED DESIGN FLOW 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED WASH AND BE SIZED BASED AS ABOVE. SIDE OF THE STOCKPILE, APPROVED BY: MP ��L�O � AREA OF THE STORM DRAIN INLET OPENING. 7. MAINTENANCE: 6.4. SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-THIRD(1/3)OF THE BARRIER BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. HEIGHT. SEAL Lc SI 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 E 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. S EP 0 4 2025 of N W Y PROFESSIONAL ENGINEER IS A INLET PROTECTION NOTES: FLOWING PUBLIC SEDIMENT ONTO PUBLIC RIGHTS REMOVED I Y,ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED 6.6. REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED,OR AS DIRECTED BY THE �, Oj4 VIOLAT ON OF SECTION 7209. 1. CONTRACTOR MAY USE THE TYPE SUITABLE FOR THE SITUATION AND THEIR MEANS AND METHODS UNLESS ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. OVER HARDENED CONCRETE SHOULD BE PUMPED TO A STABILIZED AREA,SUCH AS A GRASS FILTER STRIP. ENGINEER,TO KEEP THEM FUNCTIONING PROPERLY. SOUTHOLD TOWN 'C G pILOp SUB-DIVISION 2,OF THE NEW YORK NOTED OTHERWISE ON PLAN. CONTRACTOR MUST SUBMIT SPECIFICATION OF ANY TYPE V TO ENGINEER 8. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN 7.2• ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75%OF THE STORAGE CAPACITY OF THE F PLANNING BOARD �P P� 9 STATE EDUCATION LAW 7. THE TOE OF STOCKPILES SHALL NOT BE AGAINST SITE PERIMETER SEDIMENT CONTROL. CO � BEFORE USE. APPROVED SEDIMENT TRAPPING DEVICE. STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND �. 8 2. THE DRAINAGE AREA FOR A STORM DRAIN INLET WITH INLET PROTECTION SHALL NOT EXCEED 1 ACRE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROPERLY DISPOSED OF OFF SITE. . FOR STOCKPILES INACTIVE FOR MORE THAN 14 DAYS, STABILIZE THE STOCKPILE TO PREVENT SEDIMENT 7.3. DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION/DEMOLITION LANDFILL. ON-SITE TRANSPORT USING AN EROSION CONTROL SYSTEM,CONSISTING OF TEMPORARY SEEDING AND MULCHING,PLASTIC � �, � DRAWING No: s". W 'a- I INLET I CONSTRUCTED. CONTRACTOR TO ENSURE THAT THE TRACKING PREVENTION REMAINS EFFECTIVE DURING ALL CONSTRUCTION c 3. IMMEDIATELY INSTALL INLET PROTECTION WHEN A STORM DRAIN I L S CO 10. I GEOTEXTILE COVERING,SOIL BINDERS,OR EROSION CONTROL BLANKETS. USE OF MULCH OR SOIL BINDERS ONLY I � w 4. EROSION CONTROL/TEMPORARY STABILIZATION MEASURES MUST BE IMPLEMENTED ON THE DISTURBED PHASES. DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. ��/; r NOT , Z DRAINAGE AREA TRIBUTARY TO THE INLET. 11.ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS,DITCHES,OR WATERCOURSES. IS ACCEPTABLE IF THE STOCKPILE WILL BE IN PLACE FOR NO MORE THAN 60 DAYS. ,, n O I , D IN THAT CASE,THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED,OR BURIED AND COVERED WITH A MINIMUM 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. 9• IMPLEMENT DUST CONTROL PRACTICES AS APPROPRIATE ON ALL STOCKPILED MATERIAL. £ tn2 -Ck4n, a; .. .... AND OTHER APPROVED EQUAL MANUFACTURED SURFACE BARRIERS. 13.EXPOSE 6"END OF FILTER CLOTH ON BOTH OF THE LONGER SIDES FOR THE ENTIRE LENGTH. 7.4. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. F; O 081 g5� P� 6. TYPE V INLET PROTECTION PRACTICES INCLUDE DANDY SACK,FLEXSTORM CATCH-IT,ULTRATECH ULTRA-DRAIN 7.5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN MATERIAL STOCKPILE N.T.S :: .::;: A C g GUARD,AND OTHER APPROVED EQUAL MANUFACTURED INLET INSERT. NON-DESIGNATED AREAS. " RQFE�S\O . 's below. INLET PROTECTION STABILIZED CONSTRUCTION ACCESS CONCRETE AND GROUT WASTE MANAGEMENT Kn Callabefore you dig. N.T.S. N.T.S. N.T.S. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 9 OF 11 Y:IKey Civil',Projectsk2024124216._Ron Kuoppala_705 County Road 48_.Mattituck0rawings\Key ClviI124216._2025.08.29_SPP-5_TR-1.dwg €: SITE 4e 1/4"x 1/2"LG.PIN HD.BOLTS ' ` WITH NUTS&LOCK WASHERS' COLOR RESERVED 1i4"x 112"LG.PIN HD.BOLTS LEGEND&BORDER GREEN(NON-REFLECTORIZED) WITH NUTS&LOCK WASHERS BACKGROUND WHITE(NOWREFLECTORIZED) PARKING 1/4"x 1/2"LG.PIN HD.BOLTS PROPOSED'RESERVED PARKING'&'VAN ACCESSIBLE'SIGN 30' SYMBOL WHITE(NOWREFLECTORIZED) WITH NUTS&LOCK WASHERS 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 AMNG �_ SEE SITE PLAN FOR 48 (M.U.T.C.D.R7.8) r PROPOSED'NO PARKING ANYTIME'SIGN ADDITIONAL INFORMATION WHITE TEXT (M.U.T.C.D.#R7-1,NO ARROW) 2'-O"MIN BLUANnME ' M.U.T.C.D.'RESERVED PARKING'SIGN •. 48 „ 0 o ( ) 4"WIDE PAINTED `4 NOTES R7 8 o STRIPE(BLUE) 13 , 1. ACCESSIBLE PARKING SIGN SHALL CONFORM WITH CURRENT M.U.T.C.D.'VAN ACCESSIBLE'SIGN 4"WIDE PAINTED RED BACKGROUND-' FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS. VAN (R7-8A) o STRIPE(BLUE) 0 2. VAN ACCESSIBLE SIGN SHALL CONFORM WITH CURRENT ACCESSIBLE FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS. ° °' A5 24"MIN AINTED ACCESSIBLE 3. SIGN MOUNTING HEIGHT SHALL BE 60 TO 84 INCHES o GALVANIZED U CHANNEL POST 4"WIDE PAINTED z SYMBOL(TYP) ° MEASURED FROM GROUND SURFACE OF PARKING STALLS. oJ1. 0 ° INSTALLED IN 6"DIAMETER STRIPE(WHITE) p g 2IN 0 w o CONCRETE SONOTUBE. 3'MIN. N �-(MIN.) o Of > o EMBEDMENT DEPTH J:_'��GALVANIZED U CHANNEL POST m o Of NOTES: > INSTALLED IN 6"DIAMETER CONCRETE ¢ (-•�-9'-0"-��- 8'-0"-�-��-8'-0"---1-�-8'.0"-�-� - > " � 1.CONTRACTOR TO APPLY 2 COATS OF PAINT c SONOTUBE.3'MIN.EMBEDMENT DEPTH o GALVANIZED U CHANNEL POST ¢ cn r Map data CD72024 Terms Report a map errar 2.LOCATE AT EDGE OF PARKING SPACE ,- z r o o INSTALLED IN 6"DIAMETER CONCRETE - PAINTED RESERVED PARKING SYMBOL o a o PAINTED ACCESSIBLE & SONOTUBE.T MIN.EMBEDMENT DEPTH o Y VICINITY MAP ° STANDARD STRIPING AREA DETAIL N.T.S. N.T.S. ° o N.T.S. 1 8'-0•_ ACCESSIBLE PARKING SIGN NO PARKING ANYTIME SIGN �/\ /\/\ \/\/\/\/ /\/�-1 PROJECT DATA (M.U.T.C.D.#R7-8&R7.BA) (M.U.T.C.D.#R7.1,NO ARROW)(NYR#7.4) TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13 2"0 SCH.40 GALV.PIPE qp 1-518"0 SCH.40 GALV.TOP RAIL BLACK VINYL COATING BLACK VINYL COATING N.T.S. N.T.S. _ SITE AREA.................................. 111,848 SF(2.57 Acres) STOP SIGN DETAIL ZONING....................................... LB LIMITED BUSINESS op (MUTCD#R1.1) CURRENT USE........................... VACANT ALUMINUM TIES(TYP) N.T.S. PROPOSED USE......................... CONTRACTOR'S BUSINESS PROPOSED FOOTPRINT........... 22,020 SF 0 LANDSCAPEINATURAL AREA... 47,961 SF Zo PAVEMENT/CONCRETE AREA... 41,867 SF 1/4"RADIUS EDGE OF PAVEMENT OF FACE OF CURB EXPANSION JOINT FILLER WHEN 2-0 FINISH GRADE CURB IS ADJACENT TO SIDEWALK. o WHITE PAINTED _ �2"MIN LACK VINYL r-,r a 112"RADIUS FINISH GRADE 1"BELOW TOP OF i4 I. COATED MESH �' ii WHERE REVEALED 0.5' CURB IN ALL LAWN AREAS.FLUSH 1'-0" STOP LINE o z I.:� I z I 1•�',7 IN ALL SIDEWALK AREAS. fo � L I 1-5180 SCH.40 GALV. BOTTOM RAIL 1 1 1 BLACK VINYL COATING r i PAVEMENT I_I� I 7.9" I--.-I •_i a r> \�. 10"(TYP) "ONCRETE '•` I WHITE PAINT 6'-0" HIGH CHAIN LINK FENCE z ' `" g . . CONCRETE 4000 PSI AT 28 DAYS , N.T.S. N 114"RADIU ( O ALL PAINT TO BE FAST DRYING TRAFFIC PAINT,MIN.2 COATS OF . CONCRETE CUR c`�i PAINT, MEETING THE REQUIREMENTS OF AASHTO M24B TYPE F, o PAINT SHALL BE APPLIED AS SPECIFIED BY THE MANUFACTURER d v J w I--8"MIN �� /. W Z ON-SITE PAINTED TRAFFIC ARROW DETAIL EXISTING ASPHALT TACK COAT 1.5"THICK ASPHALTIC CONCRETE ON-SITE CONCRETE CURB NOTES: GRADE a • z I w N.T.S. PAVEMENT TO REMAIN NYS TYPE 6F WEARING COURSE 1. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL d Q' u� > CONDITIONS SHALL BE BACKFILLED WITH 3/4"CLEAN CRUSHED STONE. aO Q4 d d z O 2. EXPANSION JOINTS SHALL BE PROVIDED AT EQUAL DISTANCES OF NOT MORE THAN 15, WHITE PAINT 0 " AND AT ALL STORM SEWER INLETS.JOINTS SHALL BE FILLED WITH PREFORMED EXPANSION �., OADWAY CENTERLINE c� .....�:,,..... ::.. "n...�.,..,.. ",5...e.,. , t G w 5 08/29;25 JR MISCELLANEOUS REVISIONS 3.,.;�,} ?4,};:�,,r 5 11 a 5;w s JOINT FILLER,112"THICK.THE JOINT SHALL BE RECESSED 114"FROM THE TOP AND FRONT 4 YELLOW PAINTED STRIPINGTYP. PAVEMENT MARKING NOTES. OF THE CONCRETE CURB.CAULKING SHALL BE PROVIDED ABOVE EXPANSION JOINT,FLUSH d 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS ....._f,. .�... .. �.. N WITH TOP OF CURB. d. d 1. E CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING ALL PAVEMENT MARKINGS AT THE SITE TO - ; ; -1 I -i -:; 3. PAVEMENT REPAIR TO BE PROVIDED AS NEEDED FOR CURB REPLACEMENT. d 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 II REV.PER SCDPW&HEALTH DEPARTMENT 3.0"THICK AS CONCRETE CONCRETE GUTTER SHALL NOT VARY MORE THAN 0.01 FT.FROM A 10 FT.STRAIGHT EDGE I 2'0,: I I I -4"(TYP.) 2 05/01/25 JR 95%STANDARD PROCTOR 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 5. THE FACE OF CURB SHALL NOT VARY MORE THAN 0.03 FT.FROM A 10 FT.STRAIGHT EDGE EXISTING CONDITIONS&AS SURVEYED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION, 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS 6 THICK CRUSHED STONE/RECYCLED PLACED LONGITUDINALLY ALONG THE FLOW LINE. INSTALLATION OF THE PAVEMENT MARKINGS SHALL NOT RESULT IN MORE OR LESS PARKING STALLS. NO. DATE 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 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. 3. THE CONTRACTOR SHALL INSPECT THE SUBSTRATE AND CONDITIONS PRIOR TO THE INSTALLATION OF N.T.S. 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 BEof 7 N.T.S. INSTALLED 30-DAYS AFTER THE FIRST COAT. V-0"HIGH SOLID PVC FENCE 101-01, 5. ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE MOST RECENT VERSION OF THE AMERICANS WITH ; ,u • DISABILITIES ACT STANDARDS FOR ACCESSIBLE DESIGN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IF IT IS DETERMINED THAT THE ORIGINAL STRIPING PLAN DOES NOT MEET THESE REQUIREMENTS PRIOR TO THE START OF WORK. 6"0 BOLLARD C EAVY DUTY GRAY IRON(CL35)DRAINAGE STRUCTURE SETS BY EJ 4 a ROUND COVER SET MODEL No.:V1600-3 RG REV/CPH2 CV UND ° . PITCH SLAB ROUND GRATE SET MODEL No.:V3600-3 RG REV/CPH2 CV UND 1%MIN TO DOORS 664 BLUE POINT ROAD, UNIT CONCRETE CHIMNEY OR OR APPROVED EQUALS o a ° '.° " , HOLTSVILLE, NEW YORK 11742 BRICK ADJUSTMENT c " < • •.a (631) 961-0506 www.Ke CivilEn fneerin com FINISHED GRADE y g" g• 1l2"LG.PIN HD.BOLTS ° , z WITH NUTS&LOCK WASHERS a 5"0 LINE POST(TYP) PROJECT NAME "CONCRETE TOP TO 24" o o SUPPORT H-20 VEHICULAR 30" ° ° r, 1 5"0 GATE POST TYP)' ° ° ° 15"0 ADS N-12 PIPE LOADING,4000 PSI AT 28 DAYS PROPOSED ---- WHITE TEXT g • ° • I n ° a SEE SITE PLAN FOR SIDEWALK WIDTH 03 ® ® ® ® ® • . 4"THICK CONC.WALK 6x6-6x6 WWF JOINT FILLER ` a a° • 4000 PSI 28 DAY PCC EM ® ® ® ® ® ' a° ° CONTRACTOR'S EL'SUS110"MIESS ° ° ° ° PITCH TO CURB`A ,z JOINT DETAIL)EXPANSION BUILDINGS ® ® ® ® ® ® RAINAGE RINGS SHALL BE WRAPPED °. • ° • ® ® ® ® ® ® RED BACKGROUN a ° r-�_ WITH GEOTEXTILE FILTER FABRIC °d n a e °n. ° �. \� 705 COUNTY ROAD 48 BACKFILL UNDER,AROUND AN ® ® ® ® ® of 93 ° , r,.,F; .-;: MATTITUCK, NY 11952 TOP OF DRYWELL WITH CLEAN ° • ° • \ \/\//\/ / / r" 93 W ° ° TOWN OF SOUTHOLD, COUNTY OF SUFFOLK GRANULAR GRAVEL AND SAND ° ° COMPACTED SUBGRADE(95%MIN COMPACTION), p ®a® ® ® ® Nl ® ° 6"MINCOPn,ACTEO D /�\//\\�//\/ DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 "' o °° c 'a MIN.6"OF SELECT GRANULAR FILL OR ®o® ® ® ® �I ® • °•° 314"CLEAN WASHED STONE ®N® ® ® ® jl ® °. 8 °°n ° .°• a °. ACCEPTABLE EXISTINGMATERIAL,AOBE. OR APPROVED EQUAL / / DRAWING TITLE wF \ ° • ' a ° "CONCRETE MAT �\ (4,000 PSI AT 28 DAYS) 03 ® 9- 1 ® ® Qwl ® WHITEI • . ° a > BACKGROUND ° ," ° < ° ° ° ° 4"CONC,SIDEWALKWITHW.W.F. ® ® ® ® ® z l ® \ o ,, /r: °c° ° d ° WITH 6"X 6"WWF (T 1 -, ® ® ® ® ® 1 ® CO REDS ° •° o, ° •a a° 112"RADIUS YP. PRCH 2`/a(MAX.) D E TA I L SHEET U) ® ® ® ® ® wl ® \ \� a BLACKSYMBOL % a° \ \��\��\��/\�/��/\\�/�\/�\�/�\/� �� SECTIONB•B O 'LL ' , y. PLAN 6"MIN COMPACTED w �/ %� ® ® ® ® ® ® \ �/ ® ® ® ® ® ® `; SECTION A A 314"COR APPROVED EQUAL t14„ 112" CAULKING ATE: 01/27/2025 \ 1ir0 _11__ B BUILDING A �~N� SCALE: N.T.S. ® ® ® u_p ® ® 3'0"MIN \\ ® ® ® ® ® ® U LU _ \ A r P • ROJECT NUMBER: 24216 ® ® IT77 ® ® ® > u- 5"0 POST ':' :+• '�,: ,+ z m 5112"PVC TOP RAIL -DOUBLE GATE Of "WIDE SOLID "` `` 112"z 4"PREMOULDELD EXPANSION GALVANIZED U CHANNEL POST a U' 114" DRAWING BY: JR GROUNDWATER 4 z INSTALLED IN 6"DIAMETER CONCRETE z } 2" LATCH PVC BOARDS VARIES PITCH 2%(MAX.) CONCRETE JOINT l +� FLAT GAP SIDEWALK 1, SONOTUBE.3'MIN.EMBEDMENT DEPTH o Y ;'. I EXPANSION JOINT DETAIL CHECKED BY: DP '. 6'-0"MIN.PENETRATION INTOAVIRGI ? 114" APPROVED BY: STREET :,.,:;•:;...., ---[--I-�112" MP B EXPANSION JOINT EVERY 15(SEE ? ::; '"`' '''•� SEAL He SIGNATURE: ALTERATION OR ADDITION TO THIS STRATA OF SAND AND GRAVEL �� 0 1" ;r:.;•,• DETAIL) '' ' �*.: •.'s.[; ";.; _ DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A CONTROL JOINT EVERY 6'(SKIP WHEREVER EXPANSION JOINT• vloLAnGN of secTloN�2os, ON-SITE DRYWELL DETAIL SEE DETAIL) 112"RADIUSTOOLEDJOINT SUB-DNISION2,OF THE NEW YORK pF N Ew y STATE EDUCATION LAW N.T.S. PLAN CONTROL JOINT DETAIL � O "STOP" FINISH GRADE G PILO NOTE: STOP SIGN DETAIL 4,000 PSI CONCRETE SHALL MEET THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD �,j�`P��P� � TTq DRAWING No: 1) DESIGN COMPRESSIVE STRENGTH=4,000 P.S.I.@ 28 DAYS AASHTO H-20 LOADING (R1.1) 5" ., z 2"MIN CONCRETE SPECIFICATIONS FOR ITEM 608.0101 2) SEAL PIPE OPENINGS WITH NON-SHRINK GROUT rrNO LEFT TURN" SIGN DETAIL �: AT 28 DAYS ` Q � 0v�� A X 3) PROPOSED STROMWATER PIPING TO BE 15"DIA.CORRUGATED HOPE UNLESS NOTED. "•. CONCRETE SIDEWALK DETAIL II �. r�',I SEA Ej (R4.20) M 5112' PVC BOTTOM RAIL � �'''� ' SEP 0 4 2025 N.T.S. FOR USE ON-SITE) CO r N.T.S. �I MIN ' PLANNING BOARD A 08155� � ELEVATION OFF_SS\ PVC TRASH ENCLOSURE DETAIL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER N.T.S. OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILOTTA, P.E. PAGE No: ANY DETAIL NOT PROVIDED IN THIS PLAN SET. NEW YORK STATE: PROFESSIONAL ENGINEER #081558 10 OF 11 YAKey CivflYrolects12024124216_Ron Kuoppala_705 County Road 48_Mattituck0rawingslKey Civi1124216_2025.08.29_SPP-5_TR-i.dwg �4 r. x0\y� SITE 6" WHITE 48 ,r EDGE LINE 10'-0' RETICULATED BAR GRATE 11k�+ MIN. GENERAL NOTES: WITH TO X J18O"DEEP SCORED JOINT 1. THESE SHEETS ARE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA), AND THE WOLED EDGES, TYP. REQUIREMENTS OF THE 2013 PROPOSED ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE TYPE "A' CURB,TYP. -FINE BROOM PUBLIC RIGHT OF WAY (PROWAG). FINISH TYP. 2. THE DIMENSIONS SHOWN IN THE DETAILS AS MINIMUMS AND MAXIMUMS ARE THE LIMITS FOR DESIGN AND ' CAST IN PLACE I EXISTING ASPHALT TACK COAT FIELD LAYOUT. FOR WORK ACCEPTANCE VALUES SEE "CRITICAL ELEMENTS FOR THE DESIGN, LAYOUT, AND ;L. ACCEPTANCE OF PEDESTRIAN FACILITIES" ON SHEET I OF 12 AND SHEET 12 OF 12. DETECTABLE PAVEMENT TO REMAIN WARNING TILE, p}u A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ELEVATIONS AND DIMENSIONS TYPICAL Q TO ENSURE THAT THE FINAL LAYOUT OF PEDESTRIAN FACILITIES MEETS ADA REQUIREMENTS. ANY ' r ::..y SURVEY WORK NECESSARY TO MEET THESE REQUIREMENTS SHALL BE PAID FOR UNDER ITEM 625.01 - Map data®2024 Terms Report a map error ZERO REVEAL .. A ANRAMPS. CT CONTROL PLAN IS NOT NECESSARY FOR WORK LIMITED TO �O •, SURVEY OPERATIONS. A CONTRA CONC. 0 PED. SIDEWALKS D CURB : :; - ! `- :: i :: i' ;F.: VICINITY MAP CROSSING, TYP. �_ , �` ;€'m-:';t� ' m f!:° ;:°-�.:: ! � _ ? .:.': '� �'' - '- '.' �' 3. FACILITIES THAT CANNOT BE CONSTRUCTED TO MEET THE DESIGN STANDARDS, DE TO DESIGN CONSTRAINTS, SHALL BE CONSTRUCTED TO MEET THE STANDARDS TO THE GREATEST EXTENT PRACTICABLE. (� FEATURES THAT CANNOT MEET THE VALUES FOR WORK ACCEPTANCE SHALL BE JUSTIFIED AS NONSTANDARD STOP SIGN ONE WAY R1-1, 30"X.30' STl1P : PER HIGHWAY DESIGN MANUAL CHAPTER 2. ALL TRAFFIC R6-1, 48 X18 4 THICK ASPHALTIC CONCRETE BINDER R4-20, 24"X30 " 2"THICK ASPHALTIC CONCRETE 4. TO CHECK FIELD LAYOUT AND TO VERIFY WORK ACCEPTANCE, ALL MEASUREMENTS SHALL BE MADE IN PROJECT DATA 12" WHITE I COURSE(NYS DOT TYPE 3) SURFACE COURSE(NY DOT TYPE 6F) ACCORDANCE WITH THE "NOTES ON INSPECTION METHODS (MEASUREMENT)" ON SHEET 11 OF 12. TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13 WAY 24" THERMOPLASTIC ALL EDGE LINE STOP BAR S 6"THICK CRUSHED STONE/RECYCLED 95.STANDARD PROCTOR 5. FROM ABRUPT JOINTS EVERTICEN AL CHANGES GREATE CURB R THAN Iw/4". VERTICALL SURFACE G SPACES AND SDISCONTINUITIES BETWEEN SHALL BE FLUSH AND E14" SITE AREA.................................. 111,848 SF(2.57 Acres) CONCRETE AGGREGATE(RCA)BASE COURSE COMPACTED STABILIZED SOIL BASE AND V2" SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. THE BEVEL SHALL BE APPLIED ""ACROSS THE ENTIRE JOINT. SEE VERTICAL SURFACE DISCONTINUITIES DETAIL ON SHEET 2 OF 12. ONE WAY WHITE ZONING....................................... LB LIMITED BUSINESS R6-1, 48'X 18' CROSSHATCH 4' 12" YELLOW TO MEET 6. SIDEWALKS ARE CONNECTED TO ROADWAYS BY BLENDED TRANSITIONS OR CURB RAMPS. BLENDED MIN, 12" WHITE EDGELINE PAVEMENT RESTORATION DETAIL TRANSITIONS ARE CONNECTIONS BETWEEN THE SIDEWALK LEVEL AND THE ROADWAY LEVEL THAT HAVE A CURRENT USE........................... VACANT Ot(E WAY AT FLOWLINE MAXIMUM GRADE (RUNNING SLOPE) OF 5%. CONNECTIONS WITH A MAXIMUM GRADE (RUNNING SLOPE) GREATER PROPOSED USE......................... CONTRACTOR'S BUSINESS --5' YELLOW (SCDPW STANDARDS) THAN 5% ARE CONSIDERED CURB RAMPS. 1 7. CURB RAMPS AND BLENDED TRANSITIONS MAY REQUIRE THE INSTALLATION OF DETECTABLE WARNINGS. SEE PROPOSED FOOTPRINT . 22,020 SF N.T.S. ADDITIONAL "DETECTABLE WARNING NOTES" AND THE DETAILS ON DIMENSIONS AND ORIENTATION ON SHEET 2 Of 12. YELLOW PE NATURAL AREA... 47,961 SF ,. (` 8. GRADE BREAKS WITHIN THE PEDESTRIAN ACCESS ROUTE SHOULD BE PERPENDICULAR TO THE DIRECTION OF PAVEMENT/CONCRETE AREA... 41,867SF EDGE LINE WHITE r-`\O TRAVEL AND SHALL NOT BE ROUNDED. VERTICAL ALIGNMENT SHALL BE GENERALLY PLANAR. E � t--L,/N, PED. ACCESS ROUTE/ 9. MATERIAL DEPTHS SHOWN ON THESE SHEETS ARE TYPICAL MINIMUM VALUES AND MAY BE DIFFERENT IN BUFFER ZONE SIDEWALK WIDTH SLOPE TRANSITION THE CONTRACT DOCUMENTS. WIDTH VARIES 4'-O" MIN. 10. SIDEWALK GRADE (RUNNING SLOPE) SHALL NOT EXCEED 4.5% FOR DESIGN AND LAYOUT OR 5% FOR WORK Il, MATERIAL AND ACCEPTANCE, EXCEPT WHEN MATCHING INTO EXISTING SIDEWALK OR WHEN THE ADJACENT HIGHWAY GRADE YELLOW CROSSHATCH (SEE NOTE 1 ) WIDTH VARIES IS STEEPER THAN 5% WHEN THE ADJACENT HIGHWAY GRADE IS GREATER THAN 57, THE SIDEWALK GRADE IE INTO SHALL NOT EXCEED THE HIGHWAY GRADE. EXISTING GROUND It. THE CROSS SLOPE OF PEDESTRIAN ACCESS ROUTES SHALL BE 1.5% MAXIMUM FOR DESIGN AND LAYOUT, AND Z FLOW LINE WHITE 6" (TYP.) 6" (TYP.) 27 MAXIMUM FOR WORK ACCEPTANCE. THE FOLLOWING EXCEPTIONS ARE ALLOWED: CROSSHATCH CURB {TYPE VARIES) •r- A. WHERE PEDESTRIAN STREET CROSSINGS ARE PROVIDED AT INTERSECTIONS WHERE THERE IS NO YIELD (SEE 609 SERIES STANDARD SHEETS) OR STOP SIGN, OR WHERE THERE IS A TRAFFIC SIGNAL THAT IS DESIGNED FOR THE GREEN PHASE, p s- THE CROSS SLOPE OF A PEDESTRIAN ACCESS ROUTE CONTAINED WITHIN A STREET CROSSING ,ql 1.SI `Op (CROSSWALK) SHALL BE 4.57 MAXIMUM FOR DESIGN AND LAYOUT, AND 5% MAXIMUM FOR WORK Vf _,.-•�,,, ACCEPTANCE. �✓ B. WHERE MIDBLOCK PEDESTRIAN STREET CROSSINGS ARE PROVIDED, THE CROSS SLOPE OF A A�} 1/0I�'S PEDESTRI THE C STREE O ORE HCONTAINED IGHWAY GRADE WITHIN A MIDBLOCK STREET CROSSING SHALL BE PERMITTED 12. THE MINIMUM CLEAR WIDTH FOR PEDESTRIAN ACCESS ROUTES IS 4'-O", EXCLUSIVE OF THE CURB. THE DEPARTMENT'S PREFERRED CLEAR WIDTH IS 5'-0". WHEN WALKWAY WIDTHS ARE LESS THAN 5'-0". 5'-0" x 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 ADA COMPLIANT INTERVAL OF 200'. EXISTING DRIVEWAYS AND STREET CROSSINGS MAY SERVE AS PASSING SPACES, HANDICAP RAMP, SURFACE TYPE Err SUBBASE 6rr MIN. SUBBASE WHERE PROVIDED THEY MEET SLOPE AND SURFACE REQUIREMENTS FOR A PEDESTRIAN ACCESS ROUTE. TYP. (SEE NOTE 13) REQUIRED (SEE NOTE 9) 13. THE BUFFER ZONE IS A PHYSICAL DISTANCE SEPARATING THE PEDESTRIAN ACCESS ROUTE FROM THE VEHICLE TRAVELED WAY. THE BUFFER ZONE MAY BE PLANTED OR PAVED. WHERE THE BUFFER ZONE WIDTH, 5'-0" WIDE 6" MIN. SUBBASE, WHERE 4" CONCRETE SIDEWALK EXCLUSIVE OF CURB, IS LESS THAN 3'-O". THE SURFACE SHOULD BE PAVED OR CONSTRUCTED WITH CONC. SIDEWALK REQUIRED (SEE NOTE 9) (6" AT DRIVEWAYS) HARDSCAPE MATERIALS. �� 14. THE MAXIMUM RECOMMENDED CROSS SLOPE OF A TURF BUFFER ZONE OR SLOPE TRANSITION BEHIND SEE PAVEMENT 6 i--*" SIDEWALK IS 25%. BUFFER ZONES WITH A CROSS SLOPE GREATER THAN 25% SHOULD BE PAVED, PLANTED " RECONSTRUCTION OPTIONS OR CONSTRUCTED WITH HARDSCAPE MATERIALS. 5 08129/25 JR MISCELLANEOUS REVISIONS EDGE LINE A AND B ON THIS SHEET `-VARIES WHITE 15. WHEN CROSSING DRIVEWAYS, THE WORK SHALL BE IN CONFORMANCE WITH STANDARD SHEET 608-03. E 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS 16. FOR PEDESTRIAN SIGNALS AND PEDESTRIAN PUSH BUTTONS, REFER TO SHEET 12 OF 12 AND STANDARD SHEET 680-10 FOR DETAILS. 3 05/06/25 JR MISCELLANEOUS REVS. 1T, WHERE EXISTING ROADWAYS ARE SAWCUT TO INSTALL CURBING AND/OR SIDEWALK, THE ROADWAY SHOULD 2 05/01/25 JR REV.PER SCDPW&HEALTH DEPARTMENT CRO SS /��+�+ BE SAWCUT AT LEAST 2-0" FROM THE PROPOSED CURB LINE TO ALLOW FOR ADEQUATE COMPACTION OF COMMENTS "RIGHT IN/RIGHT OUT" STREET TYPE ACCESS TYPICAL OFF-SITE SIDEWALK CROSS ASPHALT. IF THE SAWCUT IS LESS THAN 2'-0" FROM THE PROPOSED CURB LINE, THE ROADWAY SHALL BE N.T.S. SECTION CURBED WITH BUFFER ZONE REBUILT USING CLASS A, C. OR D CONCRETE. SEE DETAILS ON SHEET 9 OF 12. 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS N.T.S. NO. DATE BY DESCRIPTION REVISIONS .. 7 4 It• `. .F. �� r` WITH NUTS .PICK D.BOLTS WASHER 664 BLUE ROINT ROAD, UNIT B ,_• , 30" WITH NUTS&LOCK WASHERS HOLTSVILLE, NEW YORK 11742 • . " (631) 961-0506 �► + WHITE TEXT-,, www.KeyCivilEngineering.com WHITE BACKGROUND ALL PROJECT NAME ,9i , �"• O PROPOSED • � ,� TRAFFIC BLACK LETTERS RED BACKGROUND-' EWAY BLACK BORDER CON�" GENERAL NOTE: ��' I BLACK SYMBOL 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 (R6.1R) (R420) CONCRETE CURB DETAIL N.T.S. N.T.S. N.T.S. MATTITUCK, NY 11952 N.T.S. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK (SCDPW STANDARDS) DISTA 000, SECT.: 113, BLOCK: 12, LOT: 13 N.T.S. DRAWING TITLE SCDPW HIGHWAY DETAILS DATE: 01/27/2025 SCALE: N.T.S. PROJECT NUMBER: 24216 DRAWING BY: JR CHECKED BY: DP APPROVED BY: MP SEAL&SIGNATURE: ALTERATION OR ADDITION'TO THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2,OF THE NEW YORK �O` w1 EW ), STATE EDUCATION LAW COI �c p(LorT R�`r DRAWING No: �P -ter �C NO LI LED S�P 42025 �W� y LU SOUTHOLD TOWN �;�-�,�4�,-� PLANNING BOARD �- <� 08155� pFES. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILOTTA, P.E. FPAGE No: ANY DETAIL NOT PROVIDED IN THIS PLAN SET. NEW YORK STATE PROFESSIONAL ENGINEER 1081558 11 OF 11 Y:\Key CiviRProjects12024\24216_Ron Kuoppala 705 County Road 48_Mattituck\Drawings\Key CiviIQ4216_2025.08.29_SPP-5_TR-i.dwg