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HomeMy WebLinkAboutSite Plan Rec'd 3/18/25 LEGEND GENERAL SITE NOTES ,°,Z,e 25 \��731 EXISTING ITEM PROPOSED 1. UNSUITABLE MATERIAL,CONSTRUCTION DEBRIS,EXCESS SOILS,ETC.SHALL BE PROPERLY REMOVED AND DISPOSED OF �a �940 �% Vf M�70 v IR© i -!�J / � PROPERTY LINE OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND LAWS. ��. MAR 1 8 2025 O�� G N- / 2. THE CONTRACTOR IS RESPONSIBLE TO TAKE EROSION CONTROL MEASURES NECESSARY IN ACCORDANCE WITH NYS /� ,- \�Q\N I BUILDING STANDARDS AND SPECIFICATIONS FOR EROSION&SEDIMENT CONTROL TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS I- Q CD SOUTHOLD TOWN i CrJ.0 BLOCK: 12 / B"DIA. 1 FROM WASHING ONTO ADJACENT ROADWAYS AND PROPERTIES. Ma ' 'ItUck \�c / 1 PLANNING BOARD �� 17"olA. a CONCRETE CURB 3. ALL ON-SITE CONCRETE SHALL BE IN CONFORMANCE WITH ACI PROVISIONS. ALL CURBING SHALL BE CONCRETE UNLESS Ipv� i �ew , �� LOT: 2 a FENCE OTHERWISE NOTED. ZONE: B / X X New►Suffalk o USE: COMMERCIAL 17"DIA. 4. RELOCATION AND/OR REMOVAL OF EXISTING UTILITY POLES, TRAFFIC SIGNS, ETC., SHALL BE COORDINATED BY THE .e ro EXISTINGJ DOOR LOCATION A CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFYING THEIR PRESENCE, e dam, PUBLIC WATER O\ / LANDSCAPED , ENIEXT . qj S G �EL �p� AREA TO PARKING STALL/LOADING 5. WORK WITHIN THE R.O.W.OF MAIN ROAD SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS `Sq.'t Qj g J\�Q\N TANK �� REMAIN OF THE TOWN OF SOUTHOLD,DESIGN STANDARDS. STALL COUNT a � -+ -- 1 B"DIA. 4tiS'20 DIA. DIRECTIONAL ARROW _ _ 6. ALL TRAFFIC CONTROL DEVICES, I.E. SIGNALS, SIGNS, AND PAVEMENT MARKINGS SHALL BE INSTALLED IN 9 11 /!�,`, + +`+'+.+'+ �,,',r�,, CONFORMANCE WITH THE GUIDELINES OF THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND �' .. ' k It 1?j• , bl a`,` 3 9"DIA. AS DIRECTED BY THE TOWN OF SOUTHOLD, DESIGN STANDARDS. ALL PAVEMENT MARKINGS REQUIRED SHALL BE 25 3 Q ��--`-- �'' - ° � , THERMOPLASTIC NYSDOT SPECIFICATIONS)UNLESS OTHERWISE NOTED ON PLAN. Q� Q� p ' ' a `,` ,� CONCRETE SIDEWALK ,.A y 00 �'� 'c-E,Legion=Av SIT rcUs, / + "-`y' + + -+ .,+ +. . 13"DIA. , .. 5 7. CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE FREE Y` ' �0,+� -a- 1 FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL DETERMINE `Q' N �W=l LANDSCAPE AREA EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUTTING IN ORDER TO PERFORM THE WORKSCOPE DEPICTED ON -�1} ,` �' le, , 7 Ca 00 / - + - O a THE PLANS. TWO FT MINIMUM FROM CURBS, PADS, WALKS, AND WALLS TO PERMIT PROPER COMPACTION OF THE �'� PyQ -zr*'DLa - REPLACED SURFACES. A+ R3 - ` 17"DIA. \ d^/ r� e + �,,�, '+'+`.� TREE ° \�Q'a� `ts� ��0! k S�'ii•,A. . , + + 8. REMOVAL INCLUDES, BUT IS NOT LIMITED TO, CURBING, PAVEMENT, UNSUITABLE MATERIALS, AND UNDERGROUND `IF,>o r /* + -WEO ' R3' - - - -4• � - . ++ - - OH-�- - UTILITY POLE& PIPING. QUESTIONABLE ITEMS ENCOUNTERED(ABOVE AND/OR BELOW GRADE)SHALL BE BROUGHT TO THE ATTENTION - 1�� . ® ; Map data©2023 Terms Report a map error OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE. + +- + +` ` .+ OVERHEAD WIRES ' ` " '-'+•. LIGHT POLE M � 9. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO EXISTING VICINITY MAP - -..tz DIA,• FOUNDATIONS AND OTHER STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE N.T.S. I OH OH OH - - - v _ APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF EXPOSED AND/OR BELOW GRADE - + + SAFE+ SIGN ORUDISTURBANCED LLSDUEE SIDEWALKS AND PAVEMENT TO SHALL PROVIDE WORK AREA. ANY AT THEPROJECT DATA PROPOSED SIDEWALK TO ,`,`,` " MEET EXISTING FLUSH WITH / + -a- I�d� R3' `+`+`+`+`+'+` ' BOLLARD O CONTRACTOR'S EXPENSE. NO TRIP HAZARD 2 iz"lira. - APPLICANT/OWNER.................... ALAN A.CARDINALE,SR. -,',`,`,•,`,', , + + 10. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC DURING 11950 MAIN ROAD EXIS I ING'CROSSWALK I a //- . - , ,'.±+±.+" , )3 is DIA.• - MATTITUCK,NY 11952 O , -,-+-----,`I FIRE HYDRANT v REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL, ACCESS, AND SAFETY PROVISIONS WITHIN THE R.O.W. AND ACCESS AHEAD'SIGN TO REMAIN p + + - ao"DIA. ROUTES(E.G,ACCESSIBLE RAMPS,PEDESTRIAN CROSSWALKS,SIDEWALKS,PAVEMENT STRIPING, ETC.)SHALL BE THE (MUTCD W11-2 AND W16-9P) _ + + - - - + STORM STRUCTURE 0 TAX MAP NUMBER... Dist 10 Sect.1 lock of 1.9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I . ,+ - . , .-,` ,`-',',', . "-' )* ',` MEASURES CONTRACTOR ATHE PROTECTION ANDSAFETY OF THE PUBLIC UNTIL A PERMANENT ' • • • • - - • - • ' ' • - • • - • - - Q CONTRACTOR'S RESPONSIBILITY T . . . . . . . . . . . . . . . . . . * , "' + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + +5"&7"DIA." PROPOSED CONRETE I - - R3' :;:;:;:;:;:; :; . - COMPONENTS/REPLAC MENTS CAN BE INSTALLED. SITE AREA.................................. 7 SF(1.785 Acres) CURB TO MATCH EXISTING ,` ` R3 . • ,'-`-",`.` ` b SANITARY STRUCTURE B GENERAL BUSINESS . `,` 77 74 22, ZONING + . VACANT -+.+ PROPOSED CONCRETE a ? '�- PROPOSED PARKING ' ' • • • ' ' RVAQ\� .+. . --... . +- 11. „ I + SAW CUT LINE - IF SHORING AT A DEPTH GREATER THAN 5' IS REQUIRED TO ACCOMMODATE CONSTRUCTION ACTIVITIES, IT SHALL BE -.:•;.....:.;. +`+' '+'- + THE CONTRACTOR'S RESPONSIBILITY TO RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGNTHE REQUIRED CURRENT USE I- LuSTALL STRIPING(TYP.) '�I=- SHEETING AND SHORING DETAILS.SHEETING SHALL BE CONFORMANCE WITH OSHA REQUIREMENTS. N 3 0°O6'1 O" E ' ' ` " ',` CURB(TYP.) w : : ; 4 bIA. to lilA ',.+±+±, a0 LIMITS OF DISTURBANCE PROPOSED USE......................... RETAIL&COMMERCIAL WAREHOUSE " •, ,',',',', R30' `V w a 0 .`+'+ rs '� PROPOSED FOOTPRINT........... PROPOSED BUILDING#1....................4,320 SF 60•0Or a 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION,SIZE,TYPE,AND DEPTH OF UTILITIES, . ,'`0-.-',;+; .%%,` 0 LL a ---► O 9, 0 �� R3' ++ +`,'+','+'+ N• BULK ZONING TABLE PIPING, DRYWELLS, ETC.PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MUST CONTACT THE APPROPRIATE PROPOSED BUILDING#2....................5,520 SF - AL"ONE CALL* RE AT ALL UTILITIES ARE +•+-+- - -+- �� `s>, 8 - - PRICOR 0 ANY WORK ATM THE SITE.ANYHDISCREPANCIES BETWEEN OPTHEYFIELD LOCATIONS AND THE PLANS SHALL BE �8-� ,-j (TYP.) .-+ ZONING DISTRICT•B-GENERAL BUSINESSTOTAL 9 840 SF ' '+4+`+.+.-. - •+ REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY THE CONTRACTOR IS ADVISED THAT UTILITY INFORMATION (WITH AREA BREAKDOWN) .............•., �G� ,�" IA.LL ITEM SECTION PERMITTEDIREQUIRED PROPOSED I GROSS FLOOR AREA PROPOSED BUILDING#1 8,600 SF R3' R3' P W N PROPOSED BUILDING#2 11,040 SF 5' • . - - - . . - . 1(1 2 O + - SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS,ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND TOTAL...................................................19,640 SF i( R12' R1 ' , - , , , ` '1 280- ACCESSIBLE IN THE FIELD,AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED - a + .- 0 . .+± . .+1 MINIMUM LOT AREA ATTACHMENT 4 30,000 SF 77,747 SF ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY 9 COMPANIES PRIOR TO REMOVAL ACTIVITIES, THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES LANDSCAPE/NATURAL AREA... 39,359 SF O PROPOSED , , , , , ` 'EXISTING TR E TO + + ' + 280 DISTURBED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. PAVEMENT/CONCRETE AREA... 28,548 SF PROPOSED LEACHING BASIN REMAIN(TYP 7 5 7 ASPHALT , , , , PAVEMENT M MINIMUM LOT WIDTH ATTACHMENT 4 150' 319.7 COVER FOR TYPE'A'BASIN- I +° , + ,•. .` ` ,* 13. THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL OF REFER TO GRADING AND ` ` PROPOSED CONCRETE ° - . .IIiIII °III'/ I , • . ••° .vu') •°- ' -• v •O ' • • - - I • c. + -'-'-'+ '~ STRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, FROZEN DRAINAGE PLAN&NYSDOT + ` SIDEWALK(TYP.) - - ... 00 MAXIMUM LOT MATERIALS,ROOTS AND OTHER ORGANIC MATTER. STONES USED SHALL NOT BE LARGER THAN 6 INCHES IN DIMENSION. DETAILS(SEE SHEET C-6&C-11) - 4' + -`I (� COVERAGE 280- u u PRIOR TO PLACEMENT OF FILL MATERIALS,UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE THAT AREAS TO 92 ` EXCLUDING ATTACHMENT4 30% 12J/o (NYSDOT ITEM#604.501001) • �PROPOSEDNN��PR'POSED ADA I ( BE FILLED ARE FREE OF STANDING WATER,FROST,FROZEN MATERIAL,TRASH AND DEBRIS. PLACE FILL MATERIALS IN UNDERWATER LAND) HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% i 5 ' S' ', ,` ',`, .. . � PARKING g VAN ACCESSIBLE -+ .-.-.+ OPTIMUM DENSITY. GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. , •. ANYTIME'SIGN ' SIGN - - z F ` MAXIMUM BUILDING 280 REFER TO GEOTECHNICAL REPORT(IF PROVIDED)FOR FURTHER RECOMMENDATIONS. REFER TO GRADING PLAN FOR PROPOSED RECTANGULAR CAST - , "' r ` `.............' , , HEIGHT ATTACHMENT 4 2 STORIES/35' 2 STORY/35' PROPOSED SURFACE ELEVATIONS. FRAME AND GRATE FOR DRY WELL ` ` - PROPOSED ADA PROPOSED 2-STORY I °' (NYSDOT ITEM#665.0007001 1) - - ::-:-: RAMP(TYP.)i BUILDING#2 ( ,' + 14. UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, SHALL BE EMPTIED, CLEANED AND REMOVED FROM THE SITE IN + MINIMUM FRONT YARD 280.50-A 100, 59.5' [V] ACCORDANCE WITH FEDERAL,STATE,COUNTY,AND LOCAL REQUIREMENTS. I. . 1 ST FLOOR= 5,520 SF -y . .+4+y -+- (BLDG.) • v., ° � t �z 2ND FLOOR= 5,520 SF � X® y- - - 280- 15. PROPOSED TREE PROTECTION FENCE TO BE INSTALLED BEFORE THE START OF REMOVAL ACTIVITIES AND TO BE ±+ v "' TOTAL - 11,040 SF + , + , + + MINIMUM SIDE YARD ATTACHMENT 4 25 57,0' REMOVED AFTER CONSTRUCTION IS COMPLETE.REFER TO LANDSCAPE PLAN FOR DETAILS. I . . a . '- . - -- - (NO BASEMENT) , , ' MINIMUM REAR YARD 280 35' 64.6' 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES ' ` ` PROPOSED ADA v, ' - - ATTACHMENT 4 REGARDING MATERIALS AND INSTALLATION OF PROPOSED WORK,FOR OBTAINING THE REQUIRED PERMITS,SIGN OFFS, • "+'+'+`. RAMP(TYP.) o. . `+ AND CONSTRUCTION INSPECTIONS,ACCORDING TO GOVERNING BUILDING CODES AND DISPOSAL OF ALL MATERIAL IN PROPOSED 5'MIN.WIDE ADA COMPLIANT , , °, � 25g-•�%**- � PARKING AREAS SHALL BE SCREENED FROM ACCORDANCE WITH STATE AND LOCAL LAW. 6 -'--- - PARKING AREA ADJACENT PROPERTIES,STREETS AND PUBLIC LANDSCAPING PROVIDED FOR TRAVEL PASSAGE TO BE PROVIDED DURING I-•• I , , ` O II z RT O + + + +','," '�1 28-48-B.-17-5-a CONSTRUCTION OF CURB AND SIDEWALK " ` ` ` PROP.5'WIDE w PROPOSED 10'X 10' 2P - - FENCING SIDEWALKS,PURSUANT TO§280-95, SCREENING r����, `-`1 17. SIDEWALKS,CURBS,OR OTHER EXISTING SITE APPURTENANCES DAMAGED BY CONSTRUCTION SHALL BE REPAIRED OR " ' ' ` PEDESTRIAN TRASH ENCLOSURE ENIEXT EN/EXT (MIN.) + - - LANDSCAPED PARKING AREA. REPLACED IN KIND OR UNLESS NOTED OTHERWISE(UNO), WHETHER SPECIFIED ON THIS PLAN OR NOT,AT THE SOLE ON CONCRETE PAD 92' + + , + - - + 03 01/03/24 KE REV. PERUSE CHANGE PROPOSED ROADSIDE-TOPSOIL&TURF .° . . . + . -'+`+'+ CROSSWALK - ,.1 . - + + + + + + + + + A PROJECT SHALL BE DIVIDED INTO SEPARATE COST OF THE CONTRACTOR. 02 11/20/24 KE REV. PER SCDHS,NYSDOT&TOWN COMMENTS ESTABLISHMENT ' . I . -. - - - - � ;. ,�, R3' 6>> - - - - STRUCTURES SO THAT NO SINGLE STRUCTURE 18. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS. PROPOSED N. - ` ", o - - - SHALL HAVE MORE THAN 60 LINEAR FEET OF (SEE NYSDOT ITEM#610.1402,610.1601) `a . �a DROP CURB =° •'r• • • • ` • • • • • • lB1pG•J b - FRONTAGE ON ONE STREET.THE SETBACKS OF 01 05/o8/2a RA REV.PER SCDHS COMMENTS - . .- � . MIN.STRUCTURE 280-50-C MULTIPLE STRUCTURES ON A PARCEL MAY COMPLIES 19. SEQUENCE AND COORDINATION OF CONSTRUCTION IS SOLELY THE CONTRACTOR'S RESPONSIBILITY..- + ,v- . LO . * :......::....::...:.; - - - FRONTAGE ° •.• _ A"n_ ; T �� ® ® ® - + 1 VARY,PROVIDED THAT THE AVERAGE SETBACK NO. DATE BY DESCRIPTION r- . • . . • - -" - ; I T I%% • ��g N A,\ ---.•.-. .-.-. � • OF THE STRUCTURES MEETS THE SETBACK 20, PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN A TOWN OF SOUTHOLD RIGHT-OF-WAY THE CONTRACTOR MUST 1 . . • + + =: :�:-:-: :•:•:•..---- � + ,` ` OBTAIN A RIGHT-OF-WAY WORK PERMIT FROM THE TOWN OF SOUTHOLD DEPARTMENT REQUIRED ABOVE AND ALL BUILDINGS ARE AT TMENT OF PUBLIC WORKS. REVISIONS ' ' . + PROPOSED � • • • • • • • • • • • • • PROPOSED 15 X 45' + +'§t'6`+ + + LEAST 75 FEET FROM THE RIGHT-OF-WAY. L- -- 21. ANY UTILITIES INCLUDING POLES REQUIRED TO BE RELOCATED DUE TO THE INSTALLATION OF THE REQUIRED 21.2'•• 5' [- e 0 LOADING ZONE -+ DROP CURB . - - IN ALL NONRESIDENTIAL DISTRICTS,THERE IMPROVEMENTS SHALL BE RELOCATED AT THE EXPENSE OF THE OWNER/DEVELOPER. a eero • " a 64.4' , , + + , SHALL BE A LANDSCAPED STRIP IN THE FRONT �' y - MIN.LANDSCAPE YARD AREA;THE STRIP SHALL BE 25'.THERE 22. ALL TRAFFIC ROAD MARKINGS ROAD SIGNS AND N 37°07'50" E j 1.'.`.'. .'. .-+`- . (BLDG.) A r- O O + - LIGHT SIGNALS THAT MAY HAVE BEEN MOVED OR DAMAGED IN THE I EN/EXT ® BUFFER 280-93 B SHALL BE ALSO BE A LANDSCAPED AREA 5'WIDE COMPLIES PROCESS OF CONSTRUCTION SHALL BE RESTORED AT THE APPLICANT'S EXPENSE TO AT LEAST THE SAME QUALITY AND 103.23' II 'I !-+- - - - 4 � I m + - - / ABUTTING THE FRONT OF THE BUILDING IN ALL CHARACTERISTICS THAT EXISTED BEFORE CONSTRUCTION BEGAN. THE APPLICANT SHALL BE FURTHER RESPONSIBLE ' • rn w ` ' , , NON RESIDENTIAL DISTRICTS. PROPOSED RE-LOCATION OF - - - - + Iz ' PROPOSED - - ++1 TO INSURE THAT,IN THE ROADWAYS ADJACENT TO THE CONSTRUCTION SITE,THESE MARKINGS, SIGNS AND SIGNALS, I �lliiilllil�= EXISTING OF"SPEED LIMIT 30 - -- . . A BUFFER AREA SHALL BE REQUIRED ALONG ALL MUST BE APPROVED BY THE TOWN OF SOUTHOLD PLANNING&ENGINEERING.MPH"SIGN(MUTCD R2-1) " +y+ ]L� ASPHALT + BOUNDARIES OF A NONRESIDENTIAL LOT • PROPOSED 0 BUILDING#1 :' PAVEMENT TRANSITION BUFFER ABUTTING ANY LOT IN A RESIDENTIAL DISTRICT. /. r I + FIRE HYDRANT + 24 ° :: z ° ' QQ QQ •+ AREA 280 94-B(4) SUCH BUFFER AREA SHALL COMPLY WITH AT COMPLIES 23. ALL ACCESSIBLE PARKING,CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE c'v� � G+� E��"'S' f`± A ;�` I , , 1 ST FLOOR =4,320 SF 1 .+ - -- + LEAST THE FOLLOWING MINIMUM STANDARDS: REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11-ACCESSIBILTY,AND ICC/ANSI A117.1-2009, �•7 `Y ` . - y, , � 2ND FLOOR=4,281)SF $ o, - `-- - ' ` - - GENERAL BUSINESS DISTRICT:25 FEET 24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED 664 BLUE POINT ROAD, UNIT B w41 • • >. 1 . . . . + + + - �z TOTAL= 8,600 SF � �,I . . . - W • O O - - - - +'% PARKING CALCULATIONS WITH THE PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A HOLTSVILLE, NEW YORK 11742 �/ ' -+ + 5.5' •:5': (NO BASEMENT) . CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES,IT IS THE CONTRACTORS (631) 961-0506 hij ,' RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY WWyy,Ke CivilEn ineerin - - .0 ° - 221' ITEM SECTION PERMITTED/REQUIRED PROPOSED O 5 ,' ` , ' ° PROPOSED"NO PARKING; (22'M1N J + . . - +`+7�'nl".+ THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY Y 9 g•CO n1 /S/ .� , , ,+, , ,+ � ANYTIME"SIGN `., v - - y - - - - MINIMUM STALL SIZE 280-78-C 9'x 19' 9'X19' THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ~I z PROPOSED ADA VAN x; LOCAL REGULATIONS AND CODE. I , , , , , • PROJECT NAME W ACC_ESSIBLE SIGN •. R50' , + + + + + + + MINIMUM OF 5%OF THE TOTAL PARKING a O +,-,+, ,`, , :•:•: EN/EXT .-.-.-.-I SPACES REQUIRED SHOULD BE HANDICAPPED 25. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST O.S.H.A.STANDARDS AND REGULATIONS, PROPOSED R E N E E S OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS ' - - 72' + - PARKING SPACES RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE ' / 3 ADA STALLS PROVIDED e .- +-+-.+.,` +,` . O / ° 64 6 ,+ + . 1 HANDICAPPED PARKING SAME STALL SIZE AS THE REGULAR STALL PLUS 8 x 18'WITH 8'WIDE LOADING PROPOSED 10.5' /III 5, ° • • ° v .a a • ° s (StDG.J , ADJACENT 5'WIDE UNLOADING AREA AREA CRITERIA OF PROCEDURES.O.S.H.A.,AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING WA R E H O U S E ' , +,`,' ` ' , ,' ASPHALT - 59 STALLS x 0.05=2.95=3 ADA PARKING STALLS v ` " -` ` ` PAVEMENT 7, ti-.+--.+y y+ - 26, THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEAN-OUT TOPS SHALL BE ADJUSTED, IF 11950 MAIN ROAD, MATTITUCK, NY 11952 PROPOSED CONRETE ' '+'+`-' ` ' `+'-'+'-'++ sc - - - REQUIRED,TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. TOWN OF SOUTHOLD COUNTY OF SUFFOLK CURB(TYPE VF6)TO BE INSTALLED AT ` -2 , , + ,` + y ' `.` R15' RAMP(TYP.) ? +'- (NYSDOT ITEM#609.04010510) ,*e,, 0 � 2 + + + PROPOSED M/qr� 1 10'FOR COLLECTOR ROADS&15'FOR WRITING OF ANY CONFLICTS. I-. �. DROP CURB RT ,','m,`,`, , ,'.. ","," ACCESS DRIVEWAY SECONDARY HIGHWAYS(ONE WAY) DRAWING TITLE .. •e -,+,+ ` -, ,+ R3' S'r r i� i *-�* h- - - - - - - WIDTH 20'FOR COLLECTOR ROADS&30'FOR 30'TWO-WAY 28. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL / ' " , . 8' 8' PROPOSED ADA 9' R75' + ` • . ` . ' SECONDARY HIGHWAYS(TWO WAY) SOURCES AND DISPOSAL FACILITIES.CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO PROJECT ENGINEER AND ACCESSIBLE PARKING OWNER PRIOR TO INITIATING WORK. 5' ° ` " ' ' ' ' ¢co STRIPING BLUE TYP. `- MINIMUM PARKING "' ( )( ) + ` ' SETBACK 280-78-J-2 10'FROM ALL PROPERTY LINES COMPLIES 29. CONTRACTOR SHALL DOCUMENT,WITH PHOTOS,CRITICAL STAGES OF CONSTRUCTION AND PROVIDE TO ENGINEER OF SITE PLAN • .` ' +'�` `-'-` '+ - N a ¢ o 0 - +`.' ` RECORD AT END OF CONSTRUCTION. I ,'+ , + + + + LU a o_ y PROPOSED PAINTED +1 FOR BUILDINGS WITH OFFICES AND RETAIL N 44056'0 "fE + - - + + . - + . +` +`+'-` - BLOCK: 12 � a DIRECTIONAL - - SALES AND SERVICE ESTABLISHMENTS:ONE r ' `,+, , ,",`,`,',`, _• ARROWS(TYP.) ',',` ' ',- 1 LOT: S BERTH FOR 5,000 TO 25,000 SQUARE FEET OF 30. THE CONTRACTOR SHALL PERFORM THE WORK AS SHOWN ON THE PLANS AND SPECIFIED HEREIN.THE PLANS SHOW 93.73 , + , , , , , , + THE GENERAL SCOPE OF THE WORK AND DO NOT NECESSARILY SHOW ALL DETAILS REQUIRED FOR COMPLETE FINISHED DATE: `,+PROPOSED 5' , , , NUMBER OF LOADING FLOOR AREA,AND ONE ADDITIONAL BERTH FOR // I� / - CONCRETE SIDEWALK . . . + R3' - - - + + + + ZONE: R-80 SPACES REQUIRED 280-79-A-3(b) EACH ADDITIONAL 25,000 SQUARE FEET OF 1 BERTH WORKING SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIALS AND LABOR AS 01/O9/2024 EXISTING UTILITY POLE R10' + + + + + r2"DI 4 NECESSARY FOR THE CONSTRUCTION OF COMPLETE WORKING SYSTEMS. '.NYSDOT ITEM#557.61010018) `+ USE: RESIDENCE FLOOR AREA OR FRACTION THEREOF TO BE SCALE: 1"=20' TO REMAIN(TYP.) 1, - - - + - - PUBLIC WATER USED.THEREFORE,1 LOADING SPACE 31. ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE(NEC). II II `+ +'+' '+'+'+ + + + + +'- ® s O + +`+ + +'- ' + , +",", ,•, REQUIRED ' `+ EXISTING OVERHEAD WIRES + - - m a PROJECT NUMBER: 23163 PROPOSED NYSDOT PAVEMENT .. • , + + '+ ,`, + + +','+','+ MINIMUM LOADING 32. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY OR PROTECTED WITH TEMPORARY FENCING RECONSTRUCTION SHALL BE T.REMAIN(TYP.) - + , + + , + + + 280-79-B 15'IN WIDTH,45'IN LENGTH,AND 14'CLEARANCE 15'X 45'PROVIDED ' ' ' 1 SPACE SIZE IN COMPLIANCE WITH OSHA REQUIREMENTS. DRAWING BY: SUPERPAVE ASPHALT(SEE , + `, ', +--- - - - - RETAIL SHOP OR STORE RA DETAIL SHEET C 11 FOR ITEM V - - -+- - - • , , , -- y y 33. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND IT IS THE NUMBERS).CONTRACTOR PROPOSED NYS DOT TYPE 2 PEDESTRIAN + y - - - --+, - + - . 30' , , , ,- 1 STALL PER 200 SF OF GFA RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. CHECKED BY: MP SHALL SAW CUT A MINIMUM OF � . • ; +CURB RAMP -• - - - - - -. - -, - - MINIMUM NUMBER OF 9,840 GFA *1 STALL/200 SF=49.2 STALLS 4'BEYOND FACE OF CURB PLUS , WITH OPTION 3 DETECTABLE WARNING , , , , . + , + , 280-78 WAREHOUSE OR STORAGE BUILDING 59 STALLS APPROVED BY: MP 1'OVERCUT FOR TOP COURSE. SURFACE PLACEMENT AND - - - -+ -+ - +`+ - STALLS + 1 STALL PER 1,000 SF OF GFA (NYSDOT ITEM#627.50140008) RAMP SIDE OPTION B(NYSDOT ITEM + +- - - Q a o"DIA.-'+- 9,800 GFA *1 STALU1000 SF=9.80 STALLS p .-#608,01050209,608.02020015) - + , , , , , , , , , , , , , , , , , , , � .- - + - -1 _ + _ SEAL& SIGNATURE: ALTERATION OR ADDITION TO THIS TOTAL=49.2 9.80=59.00 STALLS REQUIRED DOCUMENT EXCEPT BY A LICENSED • o ° `,'+ +'. + + + + + +`+'- ` - . --', • -- -,- ----+, - •+•----- - - - - + + + +'1 PROFESSIONAL VIOLATION OF ENGINEER ISA ° %+ + - ,- - , , , , " ' + ,`, , ,`, ', +`+','+ +' •, MIN.FRONT FACING NO GREATER THAN 30%OF TOTAL NUMBER OF NO FRONT FACING PARKING VIOLATION , SECTION 72Y9, -' ` " wt ,A' SUB-DIVISION 2,OF THE NEW YORK I ' - - - • -0 - , - - + - t - ' d 0 1 S . - ----- 28-48-B.-17-5-a N E rV y STATE EDUCATION LAW. o:/ +' + + .0.+ + -Lz:oiA - + y IA'DIA. - + , , ,0 r r,&A OFF-STREET PARKING PARKING STALLS PROVIDED �Q 0 �. ° + + + +'-` + . . + + - - .'+'+'.'. - - +'+`+' '. .'. . + - , . , , 2"DIA. - - - - PILOT 'Q a' �W, +�+ ** .* I .r�.��-� _ �. J _ _ REFERENCES �.,e` '�P G r� PROPOSED �- - R25 . • . - REMOVAL OF [v] VARIANCE REQUIRED Q` DRAWING No: THIS PLAN REFERENCES: `, ' ��- L=35.81 MONUMENT N 57° '40" 182.02' . • . . . . • ' . • • R25'• EXISTING CURB � ),; ,, .. f� R=]9.96' SIGN m1 O EXISTING"U.S.SUBMARINE VETERANS • '`___ •. • '-• . PROPOSED LIMIT OF BOUNDARY AND TOPOGRAPHIC SURVEY \ ..,_V M i I I PREPARED BY: v +7 Z L. _ _ - PINNACLE LAND SURVEYORS,LLP 0 MEMORIAL HIGHWAY"STREET SIGN TO PROPOSED , ' . ASPHALT REMOVAL 4155 VETERANS HIGHWAY,SUITE 11 Know what's below. 20, 0 156$ v C_2 / BE REMOVED AND REINSTALLED ONCE STOP SIGN I. . • • ' .� •� • ' . • • NEW YORK,11779 CaII before you dig. t�`�A e gyp" / CONSTRUCTION IS COMPLETED •PRIVATE 1�� WAy &STOP BAR L ______ DATED:10/04/2023 1-800-272-4480 ROFESS�� (MUTCD D3-1) (pAVED� (TYP.) IF RIM VICINITY MAP BACKGROUND DATA / PROVIDED BY MAPS.GOOGLE.COM MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER 1081558 2 OF 14 Y:\Key Civi1\Projec'ts\2023\23163_Alan Cardinale_11950 Main Road_Mattituck0rawings%ey Civil\23163_2025.01.03_SPP3.dwg MAR 18 2025 SOUfHOLD TOWN NLANNING 60ARD 41 LIFT MECHANICALS /12'-71' ------ LOADING DOCK CLOSET l0 _, 0) e-I LIFT MECHANICALS LOADING w w DOCK YL , - Z V) = Q o, u 42'-7%" `-' N CLOSET w J U_ w N Ql Wz w � N Q O n DU APSTERON uj H 0 DUMPSTER � [� N � O Ln _ FENCE 59'-1" 59'-1" 0 0 f'V ---------- I\/A\/ 1,-j\A/ ---------- ---------i 60'-0" 25'-0" 60'-0" 1ST. FLOOR PLAN SCALE: 1/8" = 1'-0" , F OF NEWY DRAWN BY: MH 0 11/13/2023 w ' ? SCALE: SEE PLAN o F� d1 ASS1 NPv SHEET NO: v '�1YCPD MAR 16 2025 sou�t+.aLra TawN ENV.aNrt' �SaARD 60'-0" LI FT MECHANICALS .................... ........ CLOSET 60'-0" —............ ............ .� ...........,.................,........................o................,.. ......................................................................... .....................................,........,., LIFT MECHANICALS r ........... ................... CLOSET A 0 Iry o cn o w � V o o Lr) H � � H Vol CIO --------- - - - - - - -- 59'-1" 60'-0" 2ND. 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I y ,3 wt 3 3 7 ri s L ^Y,^: 4 f _i i - ,t .x a r a s �., W W �.. - ., :�) (3 WEST ELEVATION- SCALE: 3/16 = 1-0 W � A o CZ � � cry O � W v wz z z .< w 11" � ,I o � cl H � � t., '` % S } W .t' t'F F np �' ( xi i" e i8 i { i, t.' r >> Sfi k� °'; ;` 2,- s` 11 y �,,��1N i ,Ynne 4ifr ri 2 ; 3 Ft 4 ,. a �" �2 yy ! fir - _ •�Y Y '! - S d '4 y' F I S 4 i l! t I ' f + a & st 1 t !: t a %a' b k i p { i f a11 I= x 5 � 4 , c) i -'.' 4r 5, t t 3 - r i _ i e i q i# b f 1> i # 11 ;s e F 1q t t -, r ,t ?, am i c k 3, r 1 - R - '.. z Y t i i 1 - 11 k. M g ' SAIL ��, , f 3' 4 . 5 #, i ,'j L' L' -��� � ., I ;, I �� � � i" I ! I � � 0 ,. „ a F 4 i €; i" i z, � F x � &.. xp j , r ` I 'I i , - 1 I h S t - - r, i t y ,.n3,'.I48:u. ,:r,ev,.. �.,+.Gu,.:,.: '7,:7'sa.:a.�.i...rR..e:;:?r:,:.a`:,:Zk ".,.9i..,�, ' � _dv,......r...k..,sr _w�. ,,:,z,�„ azwu',. w. «:,,-.,-" .u<w.',I;,x.: ' i ;•ayssa,..m,,,,,:.- 1 _-,,,w.I I.o'a.sw._. i ,4 i i ' j r ! . i ( 4d7 i a 3 =ir i i ; I I : . I � : � i ,,�I, 1-1111�-- i t I : I t I 5 ' a i : i S f � ; I I t - l l ; , EIV 1 � ` �P F O F FR �.�..��� —' --- i `� r 'fps ..�.,, '...- :: �., �,,,,�... ,..,m -ter.... $, .�,�:,,,. .t6,w ,.. . -i- ..,l ,�� Y, ,.w I ui n }� W DRAWN BY: MH I 2� V. a i L „ � - i1. �Q do ., ., .��ti ��� 1 ! A`��FFss� NPR 8/10/2023 1 -. i C, i ' SCALE: SEE PLAN 9 i I ! ' I j 5 1 r I 3 I r - - t i • I IL SHEET NO. SOUTH ELEVATION- LL SCALE: 1/4" = 1'-0" 5-1IF, MAR 18 2025 SOUT HOLD TOWN PLANNING BOARD I i I I i' c � ;It�'. 5.. k ,s r r d �'!' 9 t t' j'1 E} 1 ss, }yi } t kk i {' t; w i { >i t w'f tt 9 T Ir t j a e' t 1' r 1 t� > � ,p r S. £ 5 Ia �i, t' '�i, 7.d'•. �i Y I in r,L c a 1 a} }d 1 sf >ti a ` tYf 41 :t "i'w i- P; d }} t ,7 fP i i i.i �, i a' tr ' �q, �P v L f� ;`} -� E i k {r4' I $ :} 4 if i 5 g r '} L 't N f 1' �9 ,A• ii 1 9 d ip .P _ _ �'t sP�^I d'!i t t d, 1� t b-.. 'd.. e ••I. 9= z i:t" '1 :t .Y Y' Y P, :x' 4 E, t r::. Y q t„�: :i I' Y. '+t t. } 1tP f 5 t a {it .f 'f ``(( rF �&. �f 1' ia t '4 � t -{ "'§ t s1 E- 'i lip ,t '4' t k, t. r'• ;f t 2L { '.t •i 111111 �, a 9 : t t• 3 ro 4 s t + 9�•9 a '! S •r t )} I 1 r' i"4. 1 t,' 1 I. 5 4 t k �' t} fi <' 1 f' '+ t . q ty { ! 3 F rl` f.d k 8 $ p 4' , fig { P g i 1, �5 # �A t t i q} d 9 a$t ,pt k {, pp t t M1 S " 3 4 '.'i -5 3 �, A �4' i' 1 � �T t4 i- t p �., _ ➢� _ cif 3 �?' 1 1i , e�, J •i n �' ,i' _ _=i 3= ''s r l, .� .t''''t .I' •S rf. t ,tt i..f 1 i r' t F' "7 {P 'd f g , t r {{ L Y"":P f. °I t i }S 55 ..t r we �' �, YY A' f . • t 55And i� t r'E i} 'S x Y f s f "i t 1. .,{i 1�,. -22 } 3, e'� ^s 'Il'"i t 3 �# ., .• '� - , � },- ,. ': -,. ., .,:. �{; :f .fib,',, :,.� 2, � P �t, a 3� i e'a s; s{ 7. S t } } +€(. p i i � } 1- E- 4 1 d' z: 2 9's C ( r {q ri 5- "t , f i wtr -Z• '1 j "'I x „ , a ' : .F, iif t. + r i kd f i 4� 't j s f.t .'t• { .�9' t a k' 5' t' 1 1' n ' t - pk r P f, t S S Y f' t 4, r ;q Y�• r ni 1.' 2 4 oil Lip T jL pion I I ' 1, •. - jp g - i .- ' 'j'} j' t t Uj { Wiry v i i al it INA I , , � r � ,j. • i j ( 1, F x' 'I....�...,..x.u, .,.....i... a:..u.�,..L„a:.dsu„�.,,•�....e.,.u.t�.. �_....,k..,_,,.,; _ __.,&.t,:_. P EAST ELEVATION 0 A o SCALE: 3/16" = 1'-0" w z Wz W � V o � ) H H V) 0" I a .! rr t dd ' '1 & .:ti t 'f � ;'� '� j 2 {' € •� §' 1} '}I ;�, ♦� '��', i jt- }' � •,�i <f -{- F' i� 5 � 3'', ,Jttt„ 'q '3 t '.i;. I t -i. � !1' ,� a�"i is r{ 3. ;i' i� t: �f kt T'PP I � 'il 'i t a ! .9 sf' ;� �i -I �t } � i � t, � '•.s, �i �i j� ': ,'� f, ! } „k ��;,.�I:' 1 €� � tf' %� ` ft `'4 il,. ; �� } t yf' ? R �# 't'� '� 1 i: i� f Y{ i�' I j ;� ''� - i vE � F - ! r: �i {• �i � t. }�, 1 AL 4 I i - DRAWN BY: M H 4 OF NEW 8/10/2023 ). DEC R�YOF Ah'I * SCALE: SEE PLAN 777777 0 �°���� SHEET NO: ��FESSI NP NORTH ELEVATION SCALE: 3/16" = 1'-0"