Loading...
HomeMy WebLinkAboutSite Plan Rec'd 6/20/24 j LEGEND GENERAL SITE NOTES °s04 25 EXISTING ITEM PROPOSED a ��-'"�,�` R E C E I V E[ /J�" 1. UNSUITABLE MATERIAL,CONSTRUCTION DEBRIS,EXCESS SOILS,ETC.SHALL BE PROPERLY REMOVED AND DISPOSED OF v OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND LAWS. 1I` . � i --!! P` / � PROPERTY LINEP �p ` Vr N ON / 2. THE CONTRACTOR IS RESPONSIBLE TO TAKE EROSION CONTROL MEASURES NECESSARY IN ACCORDANCE WITH NYS il- , J� k JUN 2 0 2Q4 f \gyp\NC' I BUILDING STANDARDS AND SPECIFICATIONS FOR EROSION&SEDIMENT CONTROL TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS t Q� 2`` FROM WASHING ONTO ADJACENT ROADWAYS AND PROPERTIES. Mat't'ItUCI( �,Wic 5J vv/ 8"DIA. Sout o Town %1 BLOCK: 12 / 17"DIA. b CONCRETE CURB 3. ALL ON-SITE CONCRETE SHALL BE IN CONFORMANCE WITH ACI PROVISIONS. ALL CURBING SHALL BE CONCRETE UNLESS I I - Planning Board _`� LOT. 2 ", ew ,pve OTHERWISE NOTED. t$WfpI1C O ZONE: B X FENCE X N USE: COMMERCIAL / t7 4. RELOCATION AND/OR REMOVAL OF EXISTING UTILITY POLES, TRAFFIC SIGNS, ETC., SHALL BE COORDINATED BY THE d� /�� DOOR LOCATION CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFYING THEIR PRESENCE. ae o�. 1 PUBLIC WATER O N � J ' ENIEXT 5. WORK WITHIN THE R.O.W.OF MAIN ROAD SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS b. ��� G -UEL PARKING STALL/LOADING O Q CJ TANK ��` � STALL COUNT � OF THE TOWN OF SOUTHOLD,DESIGN STANDARDS. a W (j 18"DIA. l5 6. ALL TRAFFIC CONTROL DEVICES, I.E. SIGNALS, SIGNS, AND PAVEMENT MARKINGS SHALL BE INSTALLED IN �11 11"DIA. z°'DIA' DIRECTIONAL ARROW -4- �13 1 CONFORMANCE WITH THE GUIDELINES OF THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND 25 �° �' I � � 12"DIA. g^DIA. s DIA AS DIRECTED BY THE TOWN OF SOUTHOLD, DESIGN STANDARDS, ALL PAVEMENT MARKINGS REQUIRED SHALL BE `-"°°' � .A THERMOPLASTIC NYSDOT SPECIFICATIONS)UNLESS OTHERWISE NOTED ON PLAN. 10' 6 s"DIA. 7"DIA. CONCRETE SIDEWALK ° 010,111�1E-L-e IorSIT , raus, 1% / 2"DIA. li @9"DIA. I 7. CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE FREE '� g t N 5o ��'2 f5 10"DIA. 13"DIA. 6 11 4 Jw 1 b FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL DETERMINE 4' tea, S" o , 8"DIA. LANDSCAPE AREA . • • � � � / d � 4 $� ' 6"DIA. 10"DIA. b THE PLANS. TWO FT MINIMUM FROM CURBS, PADS, WALKS, AND WALLS TO PERMIT PROPER COMPACTION OF THE J `11 t$ ', `) z'DIA. a EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUTTING IN ORDER TO PERFORM THE WORKSCOPE DEPICTED ON C � *DIA. 13"DIA. 9'DIA 17"DIA. REPLACED SURFACES. "i �� O�� I ,°'DIA. EXISTING 26'DIA. [� 4, ��• 07 a B A. LANDSCAPED a 17" IA TREE 0 8. REMOVAL INCLUDES, BUT IS NOT LIMITED TO, CURBING, PAVEMENT, UNSUITABLE MATERIALS, AND UNDERGROUND . 4 D O D 1 � . �. •' ` '/ �.. � t2 D'A ,��� AREA TO _� - PIPING. QUESTIONABLE ITEMS ENCOUNTERED(ABOVE AND/OR BELOW GRADE)SHALL BE BROUGHT TO THE ATTENTION ® , Map data©2023 Terms ' Report a map error DIA. 12"DIA. REMAIN , OH UTILITY POLE& OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE. ` ' `. � k-jN"' 1 o"DI OVERHEAD WIRES .-14:D r .• s"DIA. 10"DIA. S 9. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO EXISTING VICINITY MAP ' ' ' ' ' ' ' ' - ' ' ' ' ` 1 z"DIA S' LIGHT POLE 136 �� FOUNDATIONS AND OTHER STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE N.T.S. I OH OFi a"ola � ... . ... . . . . ...±.±.;. . . . . .j.y. . 12 DIA a APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF EXPOSED AND/OR BELOW GRADE I EH a 9"DIA. v SIGN FOUNDATIONS/WALLS/SIDEWALKS AND PAVEMENT TO REMAIN,AND SHALL PROVIDE A SAFE WORK AREA, ANY DAMAGE ` ` ` ' + '+' ' ' +. ` '� OR DISTURBANCE DUE TO SUBJECT WORKSCOPE SHALL BE REPAIRED TO LIKE-KIND CONDITIONS AT THE PROJECT DATA //. `. ;. .;.`. .. .'.` ` . .`. .`.`\ ® CONTRACTORS EXPENSE. 0 .`.`.`.'.'.`.'.'.` ` . . 1 z"DIA. APPLICANT/OWNER.................... R. �` . . y+ ... + + . . . . BOLLARD 1195 A CNR ROAD S . •y12"oln.�. b 10"DIA. , 10. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC DURING 11950 MAIN ROAD 14"DIA. FIRE HYDRANT � REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL, ACCESS, AND SAFETY PROVISIONS WITHIN THE R.O.W. AND ACCESS MATTITUCK,NY 11952 PROPOSED SIDEWALK TO I 0 /I. . . .. . . . . .+. . . . . . . . . . . ..+. .y. .y. .+.+. . . . . . .+. . . . . . `. MEET EXISTING FLUSH WITH o . - _ ' +" y.\ 1 o"DIA. ROUTES(E.G.ACCESSIBLE RAMPS,PEDESTRIAN CROSSWALKS,SIDEWALKS, PAVEMENT STRIPING,ETC.)SHALL BE THE i _ ' ' ' ' ' ' ' ' ', ' PROPOSED CONCRETE ' NO TRIP HAZARD I • ',' ' ' ' ' `,' ',` ' ., CURB(�P) . ' ' . ` ' . ` ' ` 00 APPROPRIATENESS of REMOVAL ACTIVITIES TAX MAP NUMBER..................... Dist.1000,Sect.122,Block 3,Lot 1.9 CU . '-' ' �' STORM STRUCTURE CONTRACTOR'S RESPONSIBILITY THE CONTRACTOR SHALL DETERMINE I I ` ` ` ` ` ' ' ` ` ' ` ±, +. ` ,. to sQln 15 DIA. AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND SAFETY OF THE PUBLIC UNTIL PERMANENT SITE AREA.................................. 7 SF(1.785 Acres) PROPOSED CONRETE I 0 ... . . . . ... . . . . . . s'DIA+ II COMPONENTS/REPLACEMENTS CAN BE INSTALLED. . . . . . . . . . . . . . . . . . . . DIA.. CURB TO MATCH EXISTING . `.` .` .i W`.y 4±. a ZONING..................... Bj GENERAL BUSINESS '�� SANITARY STRUCTURE ------_ . , SAW CUT LINE 11. IF SHORING AT A DEPTH GREATER THAN 5' IS REQUIRED TO ACCOMMODATE CONSTRUCTION ACTIVITIES, IT SHALL BE . . . . +�+ THE CONTRACTORS RESPONSIBILITY TO RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN THE REQUIRED �,_ PROPOSED PARKING ' ,+„� � CURRENT USE........................... VACANT . .`.'.` R25' STALL STRIPING(TYP.) `, `, `� MITS OF DISTURBANCE -I=- SHEETING AND SHORING DETAILS.SHEETING SHALL BE IN CONFORMANCE WITH OSHA REQUIREMENTS. PROPOSED USE......................... COMMERCIAL WAREHOUSE N30-06'10" E .` -.'.`.`.' PROPOSED . .` �•+•14"DIA.'7a:Dh`. ,'.'. � Op . . .`�' ` ' 60,QQ' . .`.'.`.`.'.`.`.`. N ASPHALT ` ` `+`.` "�v 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION,SIZE,TYPE,AND DEPTH OF UTILITIES, PROPOSED FOOTPRINT........... PROPOSED BUILDING#1....................4,320 SF ' ' ' ` . . . 0 0 9, 0 PAVEMENT `.`.',`.`,` '+ ` ` ` `:`+'.`: 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 . . • ' `.`.`.`.`.` `.`.`.` �g' ._I►-g-.y (TYP.) . . • . , • y.. . . . . .. d" ZONING DISTRICT:B•GENERAL BUSINESS LOCAL"ONE CALL"SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD TOTAL...................................................9,840 SF � s� I % - •� PRIOR TO ANY WORK AT THE SITE.ANY DISCREPANCIES BETWEEN THE FIELD LOCATIONS AND THE PLANS SHALL BE I- ..'.'.'.' '.'.'. to - W ` GROSS FLOOR AREA................ PROPOSED BUILDING#1....................8,640 SF - - `.'.` R3' ' ` ' 16"PIA, ' ITEM SECTION PERMITTEDIREQUIRED PROPOSED REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY. THE CONTRACTOR IS ADVISED THAT UTILITY INFORMATION (WITH AREA BREAKDOWN) PROPOSED BUILDING#2................. 11,040 SF 5 .`. .`.`.'... . . 1) RS 0 . . . . . . SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS,ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND TOTAL...................................................1 0 SF L�- 9 68 R12' !R R12' y ` `� 280- ACCESSIBLE IN THE FIELD,AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED MINIMUM LOT 30,000 SF 77,747 SF ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY 0 - O ' -+ ATTACHMENT 4 LANDSCAPE/NATURAL AREA... 39,359 SF 9 DCOMPANIES PRIOR TO URBED DURING CONSTRUCOVAL ACTIVITIES. THE TION MUST BE REPAIRED OR REPLACER IS ALSO ADVISED THAT ALL D AT THE CONTRACTOR'S EXPENSE. PAVE FACILITIES PAVEMENTICONCRETE AREA... 28,548 SF I s ..... . . .+. .. 7' 7' 280- . 5' - M MINIMUM LOT WIDTH ATTACHMENT 4 150, 319.7 ' 0 {{ I .""...1. �r 13. THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL OF PROPOSED CONCRETE ° . III II - I. II .. . ••° .V`6 •°. ' '• v ..d ' _ s - • °`• - 0 'ti STRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, FROZEN MAXIMUM LOT MATERIALS,ROOTS AND OTHER ORGANIC MATTER. STONES USED SHALL NOT BE LARGER THAN 6 INCHES IN DIMENSION. • SIDEWALK(TYP.) .• ' ' COVERAGE 280- o o PRIOR TO PLACEMENT OF FILL MATERIALS,UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE THAT AREAS TO .'. 92'.., 4' 24' 19' .`.`W ^ 30% 12.7/o . '. .' PROPOSED'NO PROPOSED ADA p . .� r/" (EXCLUDING ATTACHMENT 4 BE FILLED ARE FREE OF STANDING WATER,FROST,FROZEN MATERIAL,TRASH AND DEBRIS. PLACE FILL MATERIALS IN ` ` ` ` ` °'. . PARKING VAN ACCESSIBLE` a • • � . • C/? UNDERWATER LAND) HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% 4 `�`+` ` +`+`,` •• e. . < N 1.e SIGN ' ' . OPTIMUM DENSITY, GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. ANYTIME'SIG '.`.`.' ,`. . c • w . MAXIMUM BUILDING 280- STORIESl35 STORY/35 REFER TO GEOTECHNICAL REPORT(IF PROVIDED)FOR FURTHER RECOMMENDATIONS. REFER TO GRADING PLAN FOR I .y '.'. ,"``y PROPOSED 2-STORY W y W `y HEIGHT ATTACHMENT 4 2 2 PROPOSED SURFACE ELEVATIONS. PROPOSED ADA RAMP(TYP.)s' BUILDING#2 14. UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, SHALL BE EMPTIED,CLEANED AND REMOVED FROM THE SITE IN I . . I I :: i � t 1 ST FLOOR= 5,520 SF MINIMUM FRONT YARD 280-50-A 100, 59.5' m ACCORDANCE WITH FEDERAL,STATE,COUNTY,AND LOCAL REQUIREMENTS. l O 25 59.5 520 SF m 1 . I . . . . . . 15. PROPOSED TREE PROTECTION FENCE TO BE INSTALLED BEFORE THE START OF REMOVAL ACTIVITIES AND TO BE I . . . �_ 2ND FLOOR= 5, Z' ' (BLDG.) v. w k . MINIMUM SIDE YARD 2H 25' 57.0' REMOVED AFTER CONSTRUCTION IS COMPLETE,REFER TO LANDSCAPE PLAN FOR DETAILS. TOTAL = 11,040 SF % y ATTACHMENT4 I IV +.' ±. .+.•. .'.' t .`.`.`.`.`.`.`.` 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES .� . % • . I' ° - - - •.• MINIMUM REAR YARD 280 35' 64.6' 1 `.+.`+`.`.`. .'. PROPOSED ADA a> (NO"BASEMENT) R5' •. .•. . -. . ATTACHMENT 4 REGARDING MATERIALS AND INSTALLATION of PROPOSED WORK,FOR OBTAINING THE REQUIRED PERMITS,SIGN OFFS, , �-.` -.`.`.`. . RAMP(TYP.) ° AND CONSTRUCTION INSPECTIONS,ACCORDING TO GOVERNING BUILDING CODES AND DISPOSAL OF ALL MATERIAL IN ° r` . 256, -+ •,- • PARKING AREAS SHALL BE SCREENED FROM ACCORDANCE WITH STATE AND LOCAL LAW. • . . 0 •'. . 40 y .- . .�� PARKING AREA 2g 4g_g_17-5-a ADJACENT PROPERTIES,STREETS AND PUBLIC LANDSCAPING PROVIDED FOR ' . PROP.5'WIDE w PROPOSED 10'X 10' . .J FENCING SIDEWALKS,PURSUANT TO§280-95, SCREENING 17. SIDEWALKS,CURBS,OR OTHER EXISTING SITE APPURTENANCES DAMAGED BY CONSTRUCTION SHALL BE REPAIRED OR I p ' . . . PEDESTRIAN TRASH ENCLOSURE EN/EXT EN/EXT ` ` `,` `,', LANDSCAPED PARKING AREA. REPLACED IN KIND OR UNLESS NOTED OTHERWISE (UNO),WHETHER SPECIFIED ON THIS PLAN OR NOT,AT THE SOLE I . . . . ON CONCRETE PAD 92', I . CROSSWALK y,._ _ ® A PROJECT SHALL BE DIVIDED INTO SEPARATE COST OF THE CONTRACTOR. +. PROPOSED.`.'. _ ..........................: R3' 6>1, ' . * * STRUCTURES SO THAT NO SINGLE STRUCTURE 18, THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS. I ' P CURB � .�'`'- o (e� . SHALL HAVE MORE THAN 60 LINEAR FEET OF $ . �, ` 'DRO . '. ----- -- (BLDG.) y ' URE FRONTAGE ON ONE STREET.THE SETBACKS OF ' ° - ................ - :::- :: : : : ,',' ' ' MIN.STRUCTURE 280-50 C MULTIPLE STRUCTURES ON A PARCEL MAY COMPLIES 19. SEQUENCE AND COORDINATION OF CONSTRUCTION IS SOLELY THE CONTRACTOR'S RESPONSIBILITY. ' ° �, a:0 n i?i : : : : : ' ' ' . I i I. RIGHT-OF-WAY ® y . y OF THE STRUCTURES MEETS THE SETBACK T, •� ' ' ' ' ' ' ` ' ' ' ' ° REQUIRED ABOVE AND ALL BUILDINGS ARE AT OBTAIN ARIGHT-OF-WAY WORK PERMIT FROM THE TOWN OF SOUTHOLD DEPARTMENT OF PUBLIC WORKS. REVISIONS PROPOSED L------- -- PROPOSED 15'X 45' .` ' . .W "5i�` LEAST 75 FEET FROM THE RIGHT-OF-WAY. I DROP CURB • 5 21.2' LOADING ZONE p1. ANY UTILITIES INCLUDING POLES REQUIRED TO BE RELOCATED DUE TO THE INSTALLATION OF THE REQUIRED • 5 . . • • . . . . . . . I 24' IN ALL NONRESIDENTIAL DISTRICTS,THERE IMPROVEMENTS SHALL BE RELOCATED AT THE EXPENSE OF THE OWNER/DEVELOPER. :. ...•.•........ .•.•.•.-. : 64.4' ° . o �..-- ` o r rr ' ..• (BLDG.) o.. Q. ±.+ SHALL BE A LANDSCAPED STRIP IN THE FRONT m.__.__"._ w_. _ N 37 07 SO E ' $•:•:•:•:-:•:•:-:•:- :-:-:-:-:-:-: : ° r MIN.LANDSCAPE YARD AREA;THE STRIP SHALL BE 25'.THERE 22. ALL TRAFFIC ROAD MARKINGS,ROAD SIGNS,AND LIGHT SIGNALS THAT MAY HAVE BEEN MOVED OR DAMAGED IN THE 3 /11 r (.:.:.:.:%%'..:.::.: .:.:::::::.:.:::.:. 72' EN/EXT � m y y 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 III I• : - O m 1 II • • I I .`I ABUTTING THE FRONT OF THE BUILDING IN ALL CHARACTERISTICS THAT EXISTED BEFORE CONSTRUCTION BEGAN. THE APPLICANT SHALL BE FURTHER RESPONSIBLE Y'1' PROPOSED RE-LOCATION OF I . Q Z � � . '.'I NON RESIDENTIAL DISTRICTS. TO INSURE THAT, IN THE ROADWAYS ADJACENT TO THE CONSTRUCTION SITE,THESE MARKINGS,SIGNS AND SIGNALS, I EXISTING OF'30 MPH'SIGN I w F ® PROPOSED - ARE MAINTAINED DURING THE ENTIRE PERIOD OF CONSTRUCTION.IF REPLACEMENT OR UPGRADE IS REQUIRED,SAME tv . . . . . . . . . . a •:•:•: PROPOSED 2-STORY ASPHALT - . • - A BUFFER AREA SHALL BE REQUIRED ALONG ALL L_ BOUNDARIES OF A NONRESIDENTIAL LOT MUST BE APPROVED BY THE TOWN OF SOUTHOLD PLANNING&ENGINEERING. - �. PROPOSED: : : : : : :: 0 BUILDING#1 PAVEMENT TRANSITION BUFFER ABUTTING ANY LOT IN A RESIDENTIAL DISTRICT. - ' FIRE HYDRANT: . : : : : : 24 ° - •f AREA 280-94-B(4) H BUFFER AREA HALL COMPLY WITH AT COMPLIES 23. ALL ACCESSIBLE PARKING, CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE To MEET THE ..:. SUCH S CIVIL 1 ST FLOOR- 4,320 SF I LEAST THE FOLLOWING MINIMUM STANDARDS: REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11 ACCESSIBILTY,AND ICCIANSI A117.1-2009. l 2ND FLOOR=4,320 SF ` ` ` ` GENERAL BUSINESS DISTRICT:25 FEET 664 BLUE POINT ROAD, UNIT B '' ' ' ' ' ' ' ' ' CO: - �, PROPOSED 4" .`.` ,',`,` 24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED 0 I w TOTAL - 8,640 SF WIDE 1 WITH THE PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A HOLTSVILLE, NEW YORK 11742 ��// ' l 5.5' •:-5': (NO BASEMENT) STRIPING AT 2' ' ' PARKING CALCULATIONS CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES,IT IS THE CONTRACTOR'S (631) S 61-050 B W •'•:0:•:•:•.•:•:•:•:• .:•:•:•:• :•:•:•:•:• I ,...... . . . RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY ' S,: O.C.(WHITE) *- www.Ke CivilEn ineerin com O ° - .7'DIA ITEM SECTION PERMITTEDIREQUIRED PROPOSED THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY y g" g' ' PROPOSED"NO PARKING �/ THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH W �c ANYTIME"SIGN 1. R51.4' a w MINIMUM STALL SIZE 280-78-C LOCAL REGULATIONS AND CODE. PROJECT NAME ,z PROPOSED ADA VAN a "' ACCESSIBLE SIGN I . . . . . .'. 0 25. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST O.S.H.A.STANDARDS AND REGULATIONS, EN/EXT R75' MINIMUM OF 5/o OF THE TOTAL PARKING OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS PROPOSED R E IV E E S ' 72' ' SPACES REQUIRED SHOULD BE HANDICAPPED : 0 2 ADA STALLS PROVIDED RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE ° ' ' 6q , PARKING PACES .6 SPACES CRITERIA OF O.S.H.A. AS WELL AS ANY OTH ER ER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING ' a PROPOSED 10:5' III 5 7,,• °'v :6 < ° (BCOG) HANDICAPPED PARKING SAME STALL SIZE AS THE REGULAR STALL PLUS 8'X 18'WITH 8'WIDE LOADING UI/ARE H O U S E 1 ASPHALT AREA PROCEDURES. c / PAVEMENT R99' ADJACENT 5'WIDE UNLOADING AREA . �7, ?A, -4 y±+ 19 STALLS x 0,05-0.95-1 ADA PARKING STALLS 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 ' �':•:•: . , . . . :•:•:•:•:•:•:•:•:•:•:•:•:•:•: . . . . . . . REQUIRED,REQU TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. - CURB(TYPE VF-150)TO BE INSTALLED e TOWN OF SOUTHOLD, COUNTY OF SUFFOLK AT EXISTING EDGE OF PAVEMENT, PROPOSED ADA 0 6 AMP P . - -R TY . I DI MIN MUM AISLE WIDTH 280 7 ST.:1000 E 8 C 22'MIN.WITH PARKING 24'WITH I S CT.:122 BLOCK: ( ) O T 90 P G 2 ITH 90°PARKING 27. IN CASE OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS,IMMEDIATELY OCK: 03, LOT:1.9 (NYSDOT ITEM#609.04010510) : ::: ::: :: : : : : :•:•:•:•:•:•:•:•:•:• •: : : : : : .• C 0 S, EDIATELY NOTIFY THE PROJECT ENGINEER IN 0 PROPOSED WRITING OF ANY CONFLICTS. ' R15' �" DROP IURB I 0 m• . 10'FOR COLLECTOR ROADS&16 FOR DRAWING TITLE o< R5' -..I Fes- * 'h•' •y. . " 28. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL ' . ACCESS DRIVEWAY SECONDARY HIGHWAYS(ONE WAY) PROPOSED ADA 3•4� . WIDTH 20'FOR COLLECTOR ROADS&30'FOR 30'TWO-WAY SOURCES AND DISPOSAL FACILITIES.CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO PROJECT ENGINEER AND R75' OWNER PRIOR TO INITIATING WORK. .. I I: 8' 8' �� ACCESSIBLE PARKING . .'. '.'.'.`.`.`.`.' SECONDARY HIGHWAYS(TWO WAY) STRIPING(BLUE)(TYP.) .`. . .`.'.`. .'. . MINIMUM PARKING 29, CONTRACTOR SHALL DOCUMENT,WITH PHOTOS,CRITICAL STAGES OF CONSTRUCTION AND PROVIDE TO ENGINEER OF . . . ­ ­ ­ . . N SITE PLAN o ° 280-78 J 2 10'FROM ALL PROPERTY LINES COMPLIES R25' 0 0 0 o r r► 2 o PROPOSED PAINTED .+ + . -I SETBACK RECORD AT END OF CONSTRUCTION. N 44 56 00 E DIRECTIONAL BLOCK: 12 %% �S FOR MANUFACTURING,WHOLESALE AND 30. THE CONTRACTOR SHALL PERFORM THE WORK AS SHOWN ON THE PLANS AND SPECIFIED HEREIN.THE PLANS SHOW r . . . .. . . . . . . . . . ARROWS TYP. 1 o. ( ) . . . LOT: 5 93 73 ' STORAGE USES AND FOR DRY-CLEANING AND THE GENERAL SCOPE OF THE WORK AND DO NOT NECESSARILY SHOW ALL DETAILS REQUIRED FOR COMPLETE FINISHED I :PROP ED 5 ' ' ' ' ' ' _ DATE: 01/09/2024 . CONCRE SIDEWALK ZONE R 80 RUG-CLEANING ESTABLISHMENTS AND WORKING SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIALS AND LABOR AS 0 F LAN NECESSARY OR THE CONSTRUCTION OF COMPLETE WORKINGSYSTEMS. :NYSDOT I N#557.61010018 LAUNDRIES:ONE BERTH FOR 5,000 T010,000 R25' USE RESIDENCE - SQUARE FEET OF FLOOR AREA IN SUCH USE SCALE: 1 - 20 - NUMBER LOADING Q U OF 0 DING - 31. ELECTRICAL WORK HALL E 0 S B IN CONFORMANCE WITH A C TH THE NATIONAL ELECTRICAL :��� �:�: :�:�:�:�:�: :�:�:���:���:�:���:��������������=������� '���� ��������������'�'�'•�-�•�•�•�•�-�•�•�•�•�-�_�� •�• AT 280 79-A- ND ONE ADDITIONAL BERTH FOR EACH ECTR CAL CODE(NEC). PROPOSED NYSDOT PAVEMENT c� PUBLIC W E R 6 2 PROVIDED ( ) / SPACE REQUIRED o • n S QU .��'�'�'•'�'•'�'�'•'�'�'•'•'••'•'•'•':':•:•;.. . . . ADDITIONAL 1 ARE RECONSTRUCTION SHALL BE r- � • 0 0,000 SQUARE FEET OF FLOOR PROJECT NUMBER: 23163 SUPERPAVE ASPHALT(SEE %PROPOSED NYS OT TYPE 2 PEDESTRIAN . . AREA OR FRACTION THEREOF SE USED.IN 32. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY OR PROTECTED WITH TEMPORARY FENCING : CURB RAMP ADDITION ADEQUATE RESERVED PARKING FOR IN COMPLIANCE WITH OSHA REQUIREMENTS. DETAIL SHEET C 10 FOR ITEM I v :a' I Q E DRAWING BY: RA NUMBERS).CONTRACTOR WITH OPTI 3 DETECTABLE WARNING . . . . . . - WAITING TRUCKS SHALL BE PROVIDED. PLACEMENT AND I . . ° 33. DEWATERING IF REQUIRED)SHALL BE PERFORMED ACCORDANCE SHALL SAW CUT A MINIMUM OF . THEREFORE,2 LOADING SPACES REQUIRED ( Q ) 0 IN ACCO CE WITH LOCAL&STATE REGULATIONS,AND IT IS THE ° •:•: RAMP SIDE OPTION B(NYSDOT ITEM 30' % CHECKED BY: MP . . 4'BEYOND FACE OF CURB #608.01050209,608.02020015) . RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. " " " " " " ' ` ` MINIMUM LOADING o "o . 0 G A PROPOSED PROTECTIVE 280-79 B 15'IN WIDTH,45'IN LENGTH,AND 14'CLEARANCE 15'X 45'PROVIDED APPROVED BY: MP RIP RAP TYP. SPACE SIZE CIA+ A 10"D . WAREHOUSE R OUSE 0 STORAGE BUILDING ALTERATION G T N OR ADDITION TO THIS � t ,- - EAL S &o I, N R U E: . . MINIM M N MBER F DOCUMENT U U O EN EXCEPT BY A LICENSED 1 STALL PER 1 000 F F GFA 280-78 S 0 25 TAL S LS F 0 .. I .L...-..�..-.".-.-.......-.-.--.-.--......-..- - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . STALLS PROFESSIONAL L ENGINEER IS A �' . F = E VIOLATION OF SECTION 7209 o . . . : :: .:: .�.::: . . . . .i... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19,680 G A o00 19.68 STALLS REQUIRED NEW F Y `•..'• . . .'.'.'.'.'.'.'.'.'.'.'.'.`••'•'`'`'`•`'`'`'`•`'`'`'`'•'- ' . . . O SUB-DIVISION 2,OF THE NEW YORK I o O P AT T SED STORMW ER STATE EDUCATION LAW. � P]L o 9 d 01S . . r 2 D a NCES G r / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 11 DIR. MIN.FRONT FACING NO GREATER THAN 30/o OF TOTAL NUMBER OF NO FRONT FACING PARKING /�Q Q• +' o z"DIA. 28-48 B:17-5-a THIS . .�.. - H PLAN REFERENC ES:CES: � •'•`•'•'• '•'• •••'• •'•'• •'•�•'•'•'•'•'•'•`•'•'•'•'• •`•'•'•'•'•`•'•`•'•'•`•`•'•'•'•`•'•'•' � _ _ _ _ OFF-STREET PARKING PARKING STALLS PROVIDED •�>'�.. fib � DRAWING No: . . . . . . . . . . . . . . . . ..mp . . . . . . . . . . . . . . . �� � �- y L=35.81 PROP D o r• rr ► R25 REMOVAL OF art * LU W N 57 40 W 182.02 R25' EXISTING CURB [v] VARIANCE REQUIRED BOUNDARY AND TOPOGRAPHIC SURVEY ,P \ z R=19.96' MONUMEN PREPARED BY: ' , _ / SIGN GRAPHIC SCALE NOT ALEDfft PINNACLE LAND SURVEYORS,LLP , O PROPOSED LIMIT OF 4155 VETERANS HIGHWAY,SUITE 11 L"'= �" 2 w2 z L--- --------, 20 o To 20 4o ao NEW YORK,11779 's 0815 py C-1 / PROPOSED ASPHALT REMOVAL DATED:10/04/2023 Know what's below. OA STOP SIGN I ,, , ,.,- .. Call before you dig. AOFE 5` .P.RIV`4"� D 1-800-272-4480 / CpAVED, AY &sro�) L------- � ® RIM ( IN FEET / 10.42 PROVIDED BY MAPS.GOOGLE.COM MARC PILOTTA, 1 inch = 20 ft. VICINITY MAP BACKGROUND DATA III P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 1 OF 12 Y:\Key Civil\Projects\2023123163_Alan Cardinale_11950 Main Road_Mattituck\Drawings\Key CiviN23163_2024.02,19_SPP0.dwg 25 RECEIVE® /,,� LANDSCAPE COMPLIANCE CHART74 4 i V� P G 10N ZONING DISTRICT:B•GENERAL BUSINESS ,e �• Q�¢ JUN 2 0 202 p � / SECTION REQUIREMENT CALCULATIONS(REQUIRED/PROPOSED) COMPLIANCE MattituCk J� 8"DIA. / sout of Town � cJ BLOCK: 12 �''�-� �eWt` /� 17"DIA. f3 B.TREES SHALL BE PLANTED AT INTERVALS OF 30 FEET TO 40 FEET DEPENDING ON THE SPECIES,AND THE TREES , Planning Board SHALL BE LOCATED FIVE FEET OUTSIDE THE RIGHT-OF-WAY ON PRIVATE PROPERTY.THE STREET TREES SHALL BE STREET TREES(UAP)PLANTED 40'O.C.ALONG MAIN ROAD 5'OUTSIDE THE ,$uffolk'AVe LOT: 2 STREET TREES PLANTED ON BOTH SIDES OF THE STREET AND THE SPACING AND LOCATIONS OF ALL TREES SHALL BE APPROVED BY New II 16144 THE SUPERINTENDENT OF HIGHWAYS AND THE PLANNING BOARD.IN ORDER TO PROVIDE VISIBILITY FOR TRAFFIC R.O.W.AND AT LEAST 20'FROM THE INTERSECTION. 3 EXISTING TREES ALONG COMPLIES r «' PRIVATE DRIVEWAY SUPPLEMENTED BY 2 PROPOSED SHADE TREES 4 eq ZONE: B 17"DIA. SAFETY,NO TREES SHALL BE PLANTED WITHIN A MINIMUM LENGTH OF 20 FEET FROM THE ENDS OF THE ye o1� USE: COMMERCIAL RIGHT-OF-WAY CURVE RADIUS AT INTERSECTIONS. .%: �¢+ PUBLIC WATER 1 \A �o• USE REGULATIONS PARKING AREAS SHALL BE SCREENED FROM ADJACENT PROPERTIES,STREETS AND PUBLIC SIDEWALKS,PURSUANT s� V ANK 280-48.A.(2)(a)I5l[bl co PARKING): SEE SECTION 280 95 BELOW COMPLIES T �� TO§280-95,LANDSCAPED PARKING AREA. a 0 ,8"DIA. zo'DIA.� (1)WHEREVER A PARKING AREA OF OVER FIVE SPACES ABUTS OR IS WITHIN 15 FEET OF THE SIDE OR REAR LOT LINE 11"DIA. �nl"" SSS 25 OF A LOT IN ANY RESIDENCE DISTRICT,SAID PARKING LOT SHALL BE SCREENED FROM SUCH ADJOINING LOT BY A 10 PARKING SPACES LOCATED EAST OF BUILDING#2 ARE MORE THAN 15'FROM NOT 00 13• DIIA. B^ 08 DIA 9"DIA. SUBSTANTIAL WALL,FENCE OR THICK HEDGE APPROVED BY THE PLANNING BOARD.GENERALLY,SUCH SCREEN ADJACENT RESIDENTIAL LOT. APPLICABLE O 3 II SHALL BE NOT LESS THAN FOUR FEET NOR MORE THAN EIGHT FEET IN HEIGHT. E Le Ion Av ` > SIT raus, -J 9"DIA. �.,IS Z 7"DIA. I OFF-STREET PARKING g 1, �� 'z D II 9"DIA SS ,r�� AREAS: (2)WHENEVER A PARKING AREA OF OVER FIVE SPACES IS LOCATED ACROSS THE STREET FROM OTHER LAND IN ANY �y J- 00 N 1,50 II a 1o"DIA. 1a"DIA. 280-78.K. RESIDENCE DISTRICT,IT SHALL BE SCREENED FROM THE VIEW OF SUCH LAND BY A THICK HEDGE,WALL OR FENCE, d NO PARKING LOCATED WEST OF THE PROPOSED BUILDINGS WHICH FRONT ON NOT B^DIA. 6"DIA. APPROVED BY THE PLANNING BOARD,LOCATED ALONG A LINE DRAWN PARALLEL TO THE STREET AND A DISTANCE �� ye`� ,` -5� 12"DIA. 10"DIA. MAIN ROAD AND ARE ACROSS THE STREET FROM RESIDENTIAL PROPERTIES APPLICABLE II 7"DIA. 9"DIA. OF 20 FEET THEREFROM,SUCH SCREENING TO BE INTERRUPTED ONLY AT POINTS OF INGRESS AND EGRESS. d �`\e,�.P ` ���' 1 /� 13"DIA. 26"DIA. 17"°IA. GENERALLY,NO SUCH SCREENING SHALL BE LESS THAN FOUR FEET NOR MORE THAN SIX FEET IN HEIGHT. .. . -..�' 10 DIA. � �`�}1, ? -i A FRONT LANDSCAPED AREA SHALL BE REQUIRED FOR ALL USES IN ALL ZONING DISTRICTS.THE REQUIRED e'IA ;a V� FRONTAGE OF MAIN ROAD CONSISTS OF LAWN AREA SUPPLEMENTED WITH 0 0 o �• A �12"DIA. t 7" 1A LANDSCAPED AREA SHALL BE COVERED WITH GRASS OR OTHER GROUND COVER AND SHALL INCLUDE APPROPRIATE I -f„�.1 SHRUBS PLANTINGS. � ® ; Map data©2023 Terms Report a map error Ir METER II TREES AND SHRUBS.AS A MINIMUM,IN ALL NONRESIDENTIAL DISTRICTS AND IN THE HAMLET DENSITY RESIDENTIAL Ea•'DIA. 12"DIAIi.,LS AND R-40 LOW-DENSITY RESIDENTIAL DISTRICTS,ONE SHADE TREE HAVING A CALIPER OF TWO INCHES SHALL BE COMPLIES -� TOTAL LENGTH OF FRONTAGE IS 256.96 LF II / a 1o^DI PLANTED WITHIN THE FRONT LANDSCAPED AREA FOR EACH 40 FEET OR FRACTION THEREOF OF LOT FRONTAGE.THE VICINITY MA \ 10"DIA. II REQUIRED:256.96/40=6.4 OR 7 TREES /jP /f4"DIA. B"DIA. PURPOSE OF THE LANDSCAPING IS TO ENHANCE THE APPEARANCE OF THE USE ON THE LOT BUT NOT TO SCREEN PROPOSED:7 UAP ALONG MAIN ROAD 0 N.T.S. 12"DIA. II FRONT LANDSCAPED THE USE FROM VIEW. I OH SP AREA: REQUIRED:25'LANDSCAPE STRIP IN FRONT YARD OH OH / T 3 QA a 9'DIA. 280-93 B.NONRESIDENTIAL DISTRICTS.IN ALL NONRESIDENTIAL DISTRICTS,THERE SHALL BE A LANDSCAPED STRIP IN THE PROPOSED:25'ALONG MAIN ROAD FRONTAGE PROJECT DATA \� FRONT YARD AREA;IN THE LIMITED BUSINESS,GENERAL BUSINESS AND LIGHT INDUSTRIAL PARK/PLANNED OFFICE PARK AND LIGHT INDUSTRIAL DISTRICTS,THE STRIP SHALL BE 25 FEET,AND IN THE MARINE I AND II DISTRICTS,THE APPLICANT/OWNER.................... ALAN A. ARDINAL . I REQUIRED: o"DIA. 12"DIA. LANDSCAPED STRIP SHALL BE 15 FEET DEEP ALONG AND CONTIGUOUS TO THE FRONT LOT LINE OF THE PROPERTY. FACING MAINN ROAD WIDE LANDSCAPE AREA ALONG THE FRONT OF THE BUILDINGS COMPLIES 11950 MAIN ROAD 12"DIA. II t II 14"DIA THERE SHALL ALSO BE A LANDSCAPED AREA FIVE FEET WIDE ABUTTING THE FRONT OF THE BUILDING IN ALL PROPOSED:5'WIDE LANDSCAPE AREA PROVIDED ALONG FRONTAGE OF MATTITUCK,NY 11952 i 1o"DIA. NONRESIDENTIAL DISTRICTS,INCLUDING THE HAMLET BUSINESS DISTRICT. BUILDING FACING MAIN ROAD tti rS� TAX MAP NUMBER..................... Dist.1000,Sect.122,Block 3,Lot 1.9 �' II B.THE MINIMUM WIDTH OF BUFFER AREAS SHALL BE AS FOLLOWS: REQUIRED:25'WIDE BUFFER TO THE EASTam: II 10"DIA.I / COMPLIES 15"DIA. II (4)GENERAL BUSINESS DISTRICT:25 FEET. PROPOSED:>25'WIDE BUFFER TO THE EAST SITE AREA.................................. 77,747 SF(1.785 Acres)I 5 IA. s"DIA. II q ZONING..................... B-GENERAL BUSINESS I 7 UAP C �(�_ II C.THE BUFFER AREA SHALL BE OF EVERGREEN PLANTING OF SUCH TYPE,HEIGHT,SPACING AND ARRANGEMENT AS, _% IN THE JUDGMENT OF THE PLANNING BOARD,WILL EFFECTIVELY SCREEN THE ACTIVITY ON THE LOT FROM THE CURRENT USE........................... VACANT NEIGHBORING RESIDENTIAL AREA.AS A MINIMUM,THE PLANTING SHALL CONSIST OF A DOUBLE ROW OF TREES SIX TRANSITION BUFFER FEET IN HEIGHT PLANTED AT INTERVALS OF 10 FEET ON CENTER.NONEVERGREEN PLANTING MAY BE INCLUDED TO PROPOSED USE......................... COMMERCIAL WAREHOUSE 1a"DIA. 00 AREA:280-94 EXISTING TREES TO REMAIN LOCATED ALONG THE EAST PROPERTY LINE N 30°06'10" E G' 14"DIA. I SUPPLEMENT EVERGREEN PLANTING,BUT NOT TO TAKE ITS PLACE. PROPOSED FOOTPRINT........... PROPOSED BUILDING#2...................4,320 SF II 'ti SUPPLEMENTED WITH A DOUBLE STAGGERED ROW OF EVERGREEN TREES(W COMPLIES 60,oOr I r® T T T T� T T T T ® II �• D.A LANDSCAPED EARTHEN BERM,WALL OR FENCE OF A LOCATION,HEIGHT,DESIGN AND MATERIALS APPROVED BY &PS)U TALL AT 10'ON CENTER PROPOSED BUILDING#2....................5,520 SF _ ' \ �N THE PLANNING BOARD MAY BE ACCEPTED FOR ANY PORTION OF THE REQUIRED PLANTING AND/OR BUFFER AREA. TOTAL...................................................9,840 SF 4JHBCGROSS FLOOR AREA................ PROPOSED BUILDING#1....................8,640 SF �' 2 POTW 1 GTIS j aab� E.WHERE THE EXISTING TOPOGRAPHY AND/OR LANDSCAPING PROVIDES ADEQUATE SCREENING,THE PLANNING rp 1 BOARD MAY ACCEPT THE EXISTING PLANTING AND/OR BUFFER AREA AS THE REQUIRED PLANTING. (WITH AREA BREAKDOWN) PROPOSED BUILDING#2................. 11,040 SF 3 POTW 1 CAKF 3 CAKF (� � �.°°�°o° � TOTAL...................................................19, F ,( TOTAL PARKING SPACES:25 I I 5 LSK •° REQUIRED:25 x 10=250 SF LANDSCAPE/NATURAL AREA... 39,359 SF 3 MP F T® °0 , A.ALL USES REQUIRED TO PROVIDE 20 OR MORE OFF-STREET PARKING SPACES SHALL HAVE AT LEAST 10 SQUARE PROPOSED:475 SF . p°r 3 CAKF ( I I I 4 JHBC ° °a° FEET OF INTERIOR LANDSCAPING WITHIN THE PAVED PORTION OF THE PARKING AREA FOR EACH PARKING SPACE PAVEMENT/CONCRETE AREA... 28,548 SF °° - AND AT LEAST ONE TREE WITH A TWO INCH CALIPER FOR EVERY 10 PARKING SPACES OR FRACTION THEREOF.EACH REQUIRED:25/10=2.5 OR 3 TREES COMPLIES 1 POTW F +- + 3 POTW °�pr: ° o c SEPARATE LANDSCAPED AREA SHALL CONTAIN A MINIMUM OF 100 SQUARE FEET,SHALL HAVE A MINIMUM DIMENSION PROPOSED:3 GTIS OF AT LEAST EIGHT FEET,SHALL BE PLANTED WITH GRASS OR SHRUBS AND SHALL INCLUDE AT LEAST ONE TREE OF PROPOSED I I ° IIIII a IIIIII ° a a 1 GTIS ® ° 2 PS NOT LESS THAN TWO-INCH CALIPER. ALL INTERNAL ISLANDS ARE AT° LAWN TO BE 1 CAKF I I ° 3 JV LANDSCAPED PARKING PLANTED WI SHR BS AND 2"CALIPER IN AREA, ES 8 WIDE,AND ARE (� SEEDED(TYP.)I I 92'_ °oo ! 1 1 ° AREA:280-95 B.A LANDSCAPED AREA SHALL BE PROVIDED ALONG THE PERIMETER OF ANY PARKING AREA EXCEPT THAT PORTION 7 CP ° I ,I OF THE PARKING AREA WHICH PROVIDES ACCESS TO A STREET OR PARKING FACILITY ON AN ADJACENT LOT. I I 2 IIGC ° •o ACCESSWAYS TO ADJACENT LOTS SHALL NOT EXCEED 24 FEET IN WIDTH AND SHALL NOT EXCEED TWO IN NUMBER A MINIMUM 4'WIDE LAWN AREA PROVIDED AROUND THE PERIMETER OF THE ° FOR EACH PURPOSE.THE LANDSCAPED AREA SHALL HAVE A MINIMUM DIMENSION OF FOUR FEET,SHALL BE PLANTED PARKING AREA. QA TREES AT LEAST 2"IN CALIPER AT 40'ON CENTER COMPLIES l a o w PROPOSED 2-STORY ° -4 PS WITH GRASS OR SHRUBS AND SHALL INCLUDE AT LEAST ONE TREE OF NOT LESS THAN TWO-INCH CALIPER FOR PROVIDED AROUND THE PERIPHERY OF PARKING LOT AREAS. " I 2 QA EVERY 40 FEET ALONG THE PERIMETER OF THE PARKING AREA.IN CASES WHERE THE PARKING AREA ADJOINS A 3 CAKF ° I I I I BUILDING#2 �� •o ° °off PUBLIC SIDEWALK,THE REQUIRED LANDSCAPED AREA SHALL BE EXTENDED TO THE EDGE OF THE SIDEWALK. I 3 POTW ° ° •°°`° 3 MP �° 1ST FLOOR= 5,520 SF o z � °�off°°,��°° HC.TREES USED IN ARDY VARIETIES OR EXISTING NGTS SHALL INCLUDE HONEY TREES WHERE APPROPRIATELY LOCATED. CD OR OTHER SIMILAR FAST-GROWING, HONEYLOCUST TREES SPECIFIED WITHIN THE INTERNAL PARKING LOT ISLANDS COMPLIES 3 LSK I I I 8'CP v ° .( t 2ND FLOOR= 5,520 SF �,. � °°. -�- �Gc W TOTAL= 11,040 SF FE 3 5 CAKF , M.... ,...r._.�....,, ....... °°° I 5 POTW � � ' I I (NO BASEMENT) 11 LSK I 1 �- -}- -�- aCP a� a I •0 PLANT SCHEDULE I 3 JV 1 MID ° i 0 I 3 IGC / \ 00 °° 1 5 PS CODE QTY BOTANICAL/COMMON NAME SIZE CONTAINER I I I I •oo EVERGREEN TREES o G G 92,, ENIIEElXT ' EN/EXT ' ° \® j o °p JV 16 JUNIPERUS VIRGINIANA I EASTERN RED CEDAR 6-7' B+B o 3 CAKF 8 CP - °DL / �° •o PS 17 PINUS STROBUS I EASTERN WHITE PINE 6-7' B+B I I I 2IGC I I 8 RAGL - °° 4 MP _ _ - - - _ - _ _ / oD SHADE TREES -I' /' ®\ Q " I GTIS 3 GLEDITSIA TRIACANTHOS INERMIS'SKYCOLE'TM I SKYLINE THORNLESS HONEY LOCUST 2-2112"CAL. B+B 6DI 2-2112"CAL. B+B NO. DATE BY DESCRIPTION a ° 1 QA 8 QUERCUS ALBA I WHITE OAK II 'd AP LMUS AMERICANA'PRINCETON'I PRINCETON AMERICAN ELM 2112-3"CAL. B+B W • ! W W = °og�. �,�� I / ® / /III o U 9 U � W W W _ 6"DIA. REVISIONS u S - - - - - - - - - � EVERGREEN SHRUB ` ° 3 JV ° -• IGC 20 ILEX GLABRA'COMPACTA'I COMPACT INKBERRY 24-30" B+B I 1 POTW I o G ` '' _ ° IGSB 3 ILEX GLABRA'STRONG BOX'/STRONGBOX INKBERRY HOLLY 18-24" 3 GAL. a N 3 7°07'$0" $7 LSK G ° �•EN/AEXT r ( JHBC 17 JUNIPERUS HORIZONTALIS'BLUE CHIP'/BLUE CHIP JUNIPER 15-18"SPRD. 3 GAL. 72: r 3 POTW ' ° ' ® T l i z DECIDUOUS SHRUBS 103.23 I I 6 CP e x�x I o / 1 MP �Z .. � MP 16 MYRICA PENSYLVANICA I NORTHERN BAYBERRY 3036" B+B s , � � + 2IGC-I w I I 3 CAKF ° PROPOSED 2-STORY I POTW 29 PHYSOCARPUS OPULIFOLIUS'TINY WINE'/TINY WINE NINEBARK 18 24" 3 GAL. I 1 MP / I I I L__ PROPOSED 0D J ° � BUILDING#1 - ORNAMENTAL GRASSES CIVIL ! A - 2 SF CAKF 36 CALAMAGROSTIS XACUTIFLORA'KARL FOERSTER'I FEATHER REED GRASS 18 24" 2 GAL. �I V IL. i V 3 I I LAWN TO BE 8 CP 10 ® 1 ST FLOOR 4,3 0 dr CP 61 CAREX PENSYLVANICA/PENNSYLVANIA SEDGE 9-12" 1 GAL. SEEDED(TYP.) 31GC � 2ND FLOOR=4,320 SF o FE 664 BLUE POINT ROAD, UNIT B I 5POTW / �W °` TOTAL = 8,640 SF \b /`- DPERENN PERENNIALS DIANTHUSX'FIREWITCH'/FIREWITCHPINK 1012" 2GAL. HOLTSVILLE, NEW YORK 11742 r � 18 24" 1 GAL. 631 96 -0506 7LSK (NO BASEMENT) LSK 36 LIATRIS SPICATA�KOBOLD�I KOBOLD SPIKE GAYFEATHER www.KeyCivilEngineerin g.com 3 LSK ' 7"DIA. GROUND COVERS RAGL 8 RHUS AROMATICA'GRO-LOW'I GRO-LOW FRAGRANT SUMAC 15-18" 2 GAL. PROJECT NAME 8 CP a I 31GC �W p PROPOSED RENEE'S 5CAKF EN/EXT I ° ' 3MP ° I I 8CP ° ° 72 �1PS SEE LANDSCAPE DETAIL SHEET FOR LANDSCAPE I 1 CAKF 2IGC WAREHOUSE n + ° III /III o I IIIII ° o ° ° I 5JV SPECIFICATIONS, DETAILS, AND SEED SPECIFICATIONS 11950 MAIN ROAD, MATTITUCK, NY 11952 °° TOWN OF SOUTHOLD, COUNTY OF SUFFOLK y y DIST.:1000, SECT.:122, BLOCK: 03, LOT:1.9 3 I Z y y' n y y y ® 3 POTW I I •°°p g° ,I y y _ ° y y DRAWING TITLE I 1 GTIS •° 9JHBC I- - +- - + +- - + - �- - -� - � 4 CAKF _ _ _ _ PROP'ERNST - + - - - - � - + - SEED MIX 1801 3 Q + + + + + ti 5 PS LANDSCAPE PLAN b y I I I .0 N 44056'00" E = y y y y y e°o BLOCK: 12 I93.73' � � ' y y y y y y y Y - -� / w O� LOT: 5 DATE: 01/09/2024 ZONE: R-80.0 12"DI SCALE: 1"= 20' II USE: RESIDENCE PUBLIC WATER PROJECT NUMBER: 23163 ' ' � y y y " y y ," y y y y y y y y y y y y J o°°� •0 6 y y y DRAWING BY: RA I CHECKED BY: MP 1 JV APPROVED BY: MP ALTERATION OR ADDITION TO THIS y y y y y y y y y y y y y y fj 10"DIA. E DOCUMENT EXCEPT BY A LICENSED ROFESSIONAL ENGINEER IS s1 E Vy VIOLATION OF SECTION 7209,4 SUB-DIVISION 2,OF THE NEW YORK STATE EDUCATION LAW. / oo / 4 CAKF Cis) ,z"DI� "DIA. I 11 °I^' 2"DIA. fi) �P DRAWING No: / uj 0 - - Old PROP.TREE PROTECTION L=35.81 31GSB j�j S7° '40" W 182.02' FENCE(TYP.) GRAPHIC SCALE n NOT ALED �? R=19.96' 40 80 15 OF 20 o io 20 , o PROP.SEEDED L O -----------_ A 0815 pv ,; All 2 UAP LAWN AREA(TYP.) Know what's below. / P.RIVATM/ .DRIVEW L------- RI ( IN FEET ) Call before you dig.AY D10..42 1 inch = 20 ft. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 2 OF 12 Y:1Key Civil\Projects12023123163_Alan Cardinale_11950 Main Road_MattitucklDrawingslKey CiviA23163_2024.02.19_SPP0.dwg LANDSCAPE NOTES �! ............ ' 25 1. THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING,FINISHED GRADING,SOIL PREPARATION,PERMANENT SEEDING OR SODDING,PLANTING AND MULCHING INCLUDING ALL LABOR, �f✓/ Oar A R RECEIVED IVED MATERIALS,TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT,UNLESS OTHERWISE i\E�.s E NOTES: 5 CONTRACTED BY THE GENERAL CONTRACTOR. '�-,' �/� et 2. EXISTING VEGETATION SHALL BE RETAINED UNLESS SPECIFIED ELSEWHERE ON THIS PLAN. JU N 2 0 2024 1. THOROUGHLY SOAK THE GROUND COVER ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST r Q to 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN.A TREE MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. Mat 'It ck ` c PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF 2. SOIL AMENDMENTS: ewl. CONSTRUCTION DISTURBANCE,WHICHEVER IS GREATER.LOCAL STANDARDS MAY REQUIRE THAT A MORE Sout OI Town NOTES: °MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30% BY 1AVe o STRICT TREE PROTECTION ZONE SHALL BE HONORED. Planning Board 1. FOR CONTAINER-GROWN SHRUBS,USE FINGERS OR SMALL HAND TOOL TO PULL THE ROOTS OUT OF THE OUTER LAYER OF VOLUME)OR GYPSUM NeW,$Uf{p►k o 4. AT NO TIME SHALL MACHINERY,DEBRIS,FALLEN TREES OR OTHER MATERIALS BE PLACED,STOCKPILED OR LEFT POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. 'MODIFY EXTREMELY SANDY SOILS(MORE THAN 85% SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY c STANDING IN THE TREE PROTECTION ZONE. 2. THOROUGHLY SOAK THE SHRUB ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER LOAM UP TO 30%OF THE TOTAL MIX 5. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE"AMERICAN STANDARD FOR 3. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE-EMERGENT PER MANUFACTURER'S SPECIFICATIONS NURSERY STOCK PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. `J 3. SOIL AMENDMENTS: ��' ��� 6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY SPACING CHART (T)ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH(4")CALIPER SIZE. VOLUME)OR GYPSUM NOT TO SCALE SPACING"D" ROW"A" � 7. CONTRACTOR SHALL PROVIDE A SIX INCH(T)THICK MINIMUM LAYER OF TOPSOIL,OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT,IN ALL PLANTING AREAS.TOPSOIL SHOULD BE SPREAD OVER A PREPARED 'MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY 6"O.C. 5.20" SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. LOAM UP TO 30%OF THE TOTAL MIX 8"TO 12" 8"O.C. 6.93" 25 �0 - 8. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY,THE PROPOSED LANDSCAPE,AS SHOWN ON THE APPROVED LANDSCAPE PLAN,MUST BE INSTALLED,INSPECTED AND APPROVED BY THE APPROVING AGENCY. p Q 12"O.C. 10.4 THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD ASXX 12"O.C. 10.40" FOLLOWS. THE PLANTING OF TREES,SHRUBS,VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE 0 15"O.0 13.00" �`E,Legion-Av S IT r�us FOLLOWING PLANTING SEASONS: ROPES AT TOP OF BALL SHALL BE CUT AND TOP OF SHRUB ROOT BALL SHALL BE SET FLUSH WITH 18"O.C. 15.60" co =r~- REMOVED. FOLD BACK TOP 1/3 OF BURLAP. FINISHED GRADE PLANTED ON CENTER SEE SPACING CHART) 24"O.C. 20.80" - 8.a.PLANTS: MARCH 15 TO DECEMBER 15 ALL NON-BIODEGRADABLE MATERIAL SHALL 3"DOUBLE SHREDDED HARDWOOD MULCH(DO NOT 30"O.C. 26.00" 8.b.LAWN: MARCH 15 TO JUNE 15 OR SEPT.1 TO DECEMBER 1 BE REMOVED. PLACE MULCH AGAINST THE BASE OF THE PLANT) 8.c.TREES OCTOBER 1 TO DECEMBER 1 AND MARCH 1 TO MAY 31 PLANTING HOLE SHALL BE 12"T018" 36"O.C. 30.00" ;� �a✓'�F 9� 7�1, � OUT PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NE DEEP. FOR LARGER SHRUB ROOT -i'1=1 CONTAINER-GROWN PLANT WITH ROOTS PULLED 0 I!-) =.;,•:: ";.`.;.: ,.`°;. .r .. : ,;';: OF BALL c Map data©2023 Terms Report a map error APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION,CONTRACTOR SHOULD CONTACT APPROVING BALLS,MAKE DEPTH MIN.4"DEEPER =III= •'.• `f. .^.,"i '.' : .t., "� 2"DOUBLE SHREDDED HARDWOOD MULCH AGENCY FOR POTENTIAL SUBSTITUTIONS. THAN BALL. BACKFILL SOIL'11 PART SOIL AMENDMENT(BASED ON 9. THERE SHALL BE NO PLANT SUBSTITUTIONS UNLESS AUTHORIZED BY LANDSCAPE ARCHITECT AND/OR STAFF OF I- III-1 SOIL TEST)°3 PARTS NATIVE TOPSOIL (DO NOT PLACE MULCH AGAINST THE BASE VICINITY MAP THE LOCAL MUNICIPALITY. OF THE PLANT) 0 BALLED AND BURL.APPED PLANT = _- _II -I -_ -_ `. . N.T.S. 10. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. I, I L (1-- ---ITi=1 =___ _ __ ` i_ (=1 1=TI=LI1 1I f-T(-1 1-1 I-) 1-1 -I 1-, -1I! :� "r � L-T IE 11 I ` GENTLY PULL ROOTS AWAY FROM TOPSOIL WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO -I'I-III-III-III-III-I n - -I" UNDISTURBED SUBGRADE =1 '::` I- I-I .: SOIL SURFACE ROUGHENED TO BIND " MASS WITH FINGERS THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED.WATERING SHALL REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 =111 1=1_I I -I 11= ":: :. '� :• III PROJECT DATA _I=I',:::.�:.,. '-III- I',_II: ...•_.... : ��_ CONTINUE ROUTINELY AT LEAST UNTIL PLANTS ARE ESTABLISHED. WITH BACKFILL SOIL. -I!(_ :.;i..+'`-.'k:":` �_) T_ ;?:i •`r''4::':` _-! BACKFILL SOIL 1 PART SOIL AMENDMENT 11. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE(1)YEAR FROM ' II II I! II11.1 _ _,,.•;.._••.` -III= (BASED ON SOIL TEST)3 PARTS NATIVE TOPSOIL APPLICANT/OWNER.................... ALAN A.CARDINALE,SR. APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL I_I,,,IIMIL_-iI III IT_Irlll_ -IIhIII,.,III- IIITIII ill i_I` �� UNDISTURBED SUBGRADE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT(10%)OF THE VALUE OFTHE LANDSCAPE INSTALLATION N.T.S MATT MAIN ROAD MATT MAIN NY 11952 WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. GROUND COVERIPE REN N IALIAN NUAL PLANTING DETAIL TAX MAP NUMBER..................... Dist.1000,Sect.122,Block 3,Lot 1.9 12. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL LNDERGROUND UTILITIES PRIOR N.T.S TO INSTALLATION OF ANY LANDSCAPE MATERIAL.UTILITY COMPANIES SHALL BECONTACTED THREE(3)DAYS SITE AREA.................................. 77,747 SF(1.785 Acres) PRIOR TO THE BEGINNING OF WORK. ZONING..................... B-GENERAL BUSINESS 13. CONTRACTOR SHALL ENSURE THAT THE PROPOSED TREES ARE NOT PLANTED ON TOP OF UNDERGROUND PIPES CURRENT USE........................... VACANT AND ACHIEVE MAXIMUM SEPARATION POSSIBLE. 14. CONTRACTOR SHALL PROVIDE AN AUTOMATIC IRRIGATION SYSTEM FOR ALL LANDSCAPE AND LAWN AREAS.THE PROPOSED USE......................... COMMERCIAL WAREHOUSE SYSTEM SHALL MEET ALL CODE REQUIREMENTS. PROPOSED FOOTPRINT........... PROPOSED BUILDING#1....................4,320 SF PROPOSED BUILDING#2....................5,520 SF TOTAL...................................................9,840 SF GROSS FLOOR AREA................ PROPOSED BUILDING#1....................8,640 SF (WITH AREA BREAKDOWN) PROPOSED BUILDING#2................. 11,040 SF ERNST SEED CO. RAIN GARDEN GRASS MIX TOTAL...................................................19,680 SF SEEDING SPECIFICATIONS (ERNMX-180-1): LANDSCAPE/NATURAL AREA... 39,359SF 40% RIVER OATS,PA/VA ECOTYPE BLEND(CHASMANTHIUM LATIFOLIUM(UNIOLA LATIFOLIA),PANA ECOTYPE BLEND) NOTES: PAVEMENT/CONCRETE AREA... 28,548 SF 20% REDTOP PANICGRASS,PA ECOTYPE(PANICUM RIGIDULUM(P.STIPITATUM),PA ECOTYPE) 16/o VIRGINIA WILDRYE,PA ECOTYPE(ELYMUS VIRGINICUS,PA ECOTYPE) 1. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR PROPOSED LIMITS OF DISTURBANCE. 15/o FOWL BLUEGRASS(POA PALUSTRIS) 5% BLUNT BROOM SEDGE,PA ECOTYPE(CAREX SCOPARIA,PA ECOTYPE)) NOTES: 2. CONSTRUCTION VEHICLES TO STAY AS FAR AS POSSIBLE FROM TREE PROTECTION FENCE 4% AUTUMN BENTGRASS,PA ECOTYPE(AGROSTIS PERENNANS,PA EC&PE) 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF TO PREVENT COMPACTION OF TREE ROOTS. 1. SOW ABOVE MIX AT A RATE OF 15 LBS./ACRE POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER 2. SUPPLEMENT ABOVE MIX WITH A COVER CROP OF GRAIN RYE AT 30 LBS/ACRE. TREE PROTECTION ZONE/DRIPLINE 3.• MOW SEEDED AREA ONCE PER YEAR IN LATE SPRING. 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANT SELECTION PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 3. SOIL AMENDMENTS: THE ROLE OF PLANTS IN ALL STORM WATER MANAGEMENT FACILITIES IS TO PREVENT EROSION AND SLOW WATER *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY ` MOVEMENT,HOLD OR CONVERT POLLUTANTS,ENHANCE INFILTRATION AND EVAPOTRANSPIRATION,AND ENCOURAGE VOLUME)OR GYPSUM WILDLIFE,THE DESIGNER CAN SELECT PLANT SPECIES OR MIXES THAT MEET THE CRITICAL OBJECTIVES AND EXTREME *MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY LOAM2' CONDITIONS UNDER WHICH PLANTS MUST SURVIVE.NATIVE GRASSES ESTABLISH RAPIDLY,WITH FIBROUS ROOT UP TO 30% OF THE TOTAL MIX SYSTEMS THAT TOLERATE FAST-MOVING WATER.HERBACEOUS SPECIES PLAY THE ROLE OF ADDING AESTHETICS, AVOID PURCHASING TREES WITH TWO LEADERS OR TEXTURE,AND PROVIDING WILDLIFE FOOD AND HABITAT.WOODY SPECIES ASSIST IN EVAPOTRANSPIRATION,WHILE REMOVE ONE AT PLANTING:OTHERWISE,DO NOT III PREVENTING EROSION. PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC w „ STRUCTURAL CORRECTIONS SITE PREPARATION INVASIVE SPECIES,PARTICULARLY THOSE THAT WILL ADAPT TO WET CONDITIONS,SHOULD BE REMOVED OR SPRAYED DO NOT STAKE OR WRAP TRUNK SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES 4'TALL FLUORESCENT '� BEFORE THEY BECOME INCORPORATED INTO THE SITE.NORMAL VEGETATION CAN BE WORKED INTO THE TOPSOIL,WHICH HIGHER IN POORLY DRAINING SOILS ORANGE HIGH-DENSITY AREA WITHIN TREE SHOULD BE STOCKPILED UNTIL THE FINAL GRADE HAS BEEN ESTABLISHED. WITH THE ENGINEER'S SPECIFICATIONS AND 3"DOUBLE SHREDDED HARDWOOD MULCH(DO NOT PROTECTION ZONE TO DIMENSIONS IN HAND,ON-SITE CONSTRUCTION OF THE BERM AND OUTLETS MUST BE EXECUTED CAREFULLY IN ORDER PLACE MULCH IN CONTACT WITH TREE TRUNK) CUT BANDS OF WIRE BASKET AND FOLD AWAY FROM CONSTRUCTION FENCE REMAIN UNDISTURBED OR APPROVED EQUAL TO MAINTAIN STRUCTURAL INTEGRITY.THE INFILTRATION AND PLANT GROWTH AREAS SHOULD BE LOOSE AND FRIABLE, HOLE SHALL BE 21/2 TIMES THE TOP OF ROOT BALL HIGH IN ORGANIC MATTER,AND COMPLETED WITHOUT COMPACTIONS FROM HEAVY EQUIPMENT.BY USING THE"DIG AND 6'LONG WOOD OR DURING CONSTRUCTION WIDTH OF THE ROOT BALL DROP"METHOD,ONE CAN USE AN EXCAVATOR TO DIG AND DROP EACH AREA OF THE BOTTOM SOIL IN A LOOSE MANNER. 4"BUILT-UP EARTH SAUCER STEEL FENCE POSTS. AT THIS POINT,ONE CAN INCORPORATE LIME,COMPOSTED LEAVES,AND/OR GRASS CLIPPINGS.THE EXCAVATION POSTS SHALL BE ROPES AT TOP OF BALL SHALL BE CUT AND BACKFILL SOIL°1 PART SOIL AMENDMENT SPACED MACHINE DOES NOT MOVE OVER THE FINISHED SURFACE,THUS AVOIDING UNNECESSARY COMPACTION.NATIVE _- REMOVED. FOLD BACK TOP 1/3 OF BURLAP. ALL BASED ON SOIL TEST °3 PARTS NATIVE TOPSOIL HORIZONTALLY 8'ON � VEGETATION CAN BE PLANTED OR SEEDED OVER THIS UNEVEN,ABSORBENT SURFACE. _ • _- ( ) NON-BIODEGRADABLE MATERIAL SHALL BE i- `�.:°..: CENTER MAXIMUM. III=III «;� =III_' _ REMOVED. :� SEEDING AND PLANTING METHODS _ 1 a a � � r ,' a' AREA OF SITE NO. DATE BY DESCRIPTION =III= 4 6"DEEPER THAN ROOT BALL AREA OF SITE SEEDING AND PLANTING SHOULD BEGIN IMMEDIATELY UPON COMPLETION OF THE STRUCTURE WHEN THE SOIL IS STILL .III -111=1I _ 4 "�4 z S r FRIABLE AND BEFORE INVASIVE WEEDS EMERGE.PLAN SEEDING AND PLANTING BEFORE THE BASIN IS FLOODED,OR II= II II-I1 -1 1.-11 CONSTRUCTION 4 3 �,; 5 j CONSTRUCTION UNDISTURBED SUBGRADE _/ TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL ? � �4r REVISIONS ALLOW THE BASIN TO DRAIN TO A FEW INCHES BEFORE SEEDING.BROADCAST SEED EVENLY OVER EACH UNIT BY HAND , �`' SEEDING OR HYDROSEEDING.SEEDING RATES ARE GENERALLY LOW(112 LB PER 1,000 SQ FT).THE USE OF A SEED FILLER; '] { h DIG WIDE,SHALLOW HOLE WITH TAPERED SIDES SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE I.E.,PAM-12,CAN BE USED TO CREATE A MIX OF 10 LB PER 1,000 SQ FT(I.E.,9-1/2 LB OF PAM-12 MIXED WITH 1/2 LB OF SEED),WHICH CAN BE BROADCAST EVENLY OVER THE AREA.BARLEY,OATS,OR RYE CAN PROVIDE TEMPORARY REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 2 VEGETATION TO PROTECT THE SOIL IN STORM WATER MANAGEMENT FACILITIES UNTIL PERMANENT VEGETATION CAN BE ' ESTABLISHED.THE USE OF NATIVE SPECIES;I.E.,VIRGINIA WILD RYE,CAN CREATE AN INTERMEDIATE VEGETATIVE COVER EVERGREEN TREE PLANTING DETAIL THAT SUCCEEDS TO NATIVE LONG-TERM VEGETATION.STRAW MULCH OR STRAW COCONUT MATS ARE FREQUENTLY USED TO CONTROL EROSION AND PROTECT EMERGING SEEDLINGS FROM EXTREME TEMPERATURES AND DRYING OUT. N.T.S. MULCH SHOULD BE SPARSE TO ALLOW SUNLIGHT TO REACH THE GROUND. TRANSPLANTED SEEDLINGS AND SHRUBS TREE PROTECTION FENCE DETAIL NEED TEMPORARY WATER UNTIL THEY BECOME WELL ROOTED.IRRIGATION OF SEEDED AREAS IS OF VALUE UNTIL N.T.S. SEEDLINGS BECOME ESTABLISHED. GENERAL MAINTENANCE CIVIL ! I IN ADDITION TO STRUCTURAL MAINTENANCE,SILTATION NEEDS TO BE REMOVED AS NEEDED.PLANTS NEED TO BE 664 BLUE POINT ROAD UNIT B TRIMMED BACK TO MAINTAIN AESTHETIC VALUE AND INVASIVE SPECIES NEED TO BE CONTROLLED.CLOSE MOWING OR , EXTENSIVE CHEMICAL USE IS NOT CONDUCIVE TO WATER QUALITY IMPROVEMENT AND WILDLIFE HABITAT. HOLTSVILLE, NEW YORK 11742 (631) 861-0506 www.KeyC!vilEngineering.com SEEDING SPECIFICATIONS PROJECT NAME 1. PRIOR TO SEEDING,MIX TOP 6"LAYER OF TOPSOIL WITH FERTILIZER AND LIME. 10-20-10 FERTILIZER PROPOSED RE N E E'S SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 S.F.LIME SHALL BE APPLIED IN ACCORDANCE WITH THE FOLLOWING CHART: ' SOIL TEXTURE TONSIACRE LBSI1,000 SF WAREHOUSE CLAY,CLAY LOAM,AND HIGH ORGANIC SOIL 3 135 SANDY LOAM,LOAM,SILT LOAM 2 90 11950 MAIN ROAD, MATTITUCK, NY 11952 LOAMY SAND,SAND 1 45 NOTES TOWN OF SOUTHOLD, COUNTY OF SUFFOLK ABOVE APPLICATION RATES FOR FERTILIZER AND LIME ARE STANDARD RATES AND SHALL BE 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER ADJUSTED BASED ON SITE SPECIFIC SOIL TESTS. LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER DISTA 000, SECT.:122, BLOCK: 03, LOT:1.9 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST 2. TOPSOIL SHALL BE TILLED, FINE GRADED, AND RAKED FREE OF ALL DEBRIS LARGER THAN 1" IN MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. DRAWING TITLE 3. SOIL AMENDMENTS: DIAMETER. ALL LAWN AREAS SHALL BE SLOPED TO DRAIN OR PER THE APPROVED GRADING PLAN. 3.1. MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30% BY VOLUME)OR GYPSUM 3. CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND IMPLEMENT AS REQUIRED 3.2. MODIFY EXTREMELY SANDY SOILS(MORE THAN 85% SAND)BY ADDING ORGANIC MATTER AND/OR DRY, NOTES LANDSCAPING DETAILS PRIOR TO APPLICATION OF SEED. SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX 1. ENSURE ALL WEEDS ARE CLEAR FROM AREA BEFORE PLANTING. 4. GENERAL LOW MAINTENANCE SEED MIX(4) AVOID PURCHASING TREES WITH TWO LEADERS 2. SOIL MUST BE MOIST BUT NOT WATERLOGGED DURING SEEDING. DO NOT SEED OR REMOVE ONE AT PLANTING:OTHERWISE,DO IMMEDIATELY AFTER OR BEFORE A STORM WITH MORE THAN 1/4"PRECIPITATION. SEED MIXTURE LBS/ACRE LBS/1,000 SF OPTIMAL PLANTING DATES NOT PRUNE TREE AT PLANTING EXCEPT FOR 3. FOR TOPSOIL AND OTHER NOTES,SEE SPECIFICATION. FINE FESCUE(BLEND) 75 2.1 ZONE 5B&6A=3/15-5/31 SPECIFIC STRUCTURAL CORRECTIONS DATE: 01/09/2024 HARD FESCUE 75 2.1 =8/1-10/1 DO NOT STAKE OR WRAP TRUNK NEW TOPSOIL, SET ROOT BALL FLUSH TO GRADE OR SEVERAL SEE SPEC. SCALE: N.T.S. STRONG CREEPING RED FESCUE 75 2.1 ZONE 6B =3/1-4/30 INCHES HIGHER IN POORLY DRAINING SOILS TOPSOIL DEPTH .• .. SHALL BE 4-6"DEEP a..::,...�;: :'.•,;.;,...••: '••:; :.':,,:.,..:." :'`:::' KENTUCKY BLUEGRASS 10 0.25 =8/15-10/15 HOLE SHALL BE 21/2 TIMES THE WIDTH OF THE : ' •' PERENNIAL RYEGRASS 10 0.25 ZONE lA&7B=2114130 ROOT BALL CUT BANDS OF WIRE BASKET AND FOLD AWAY i;_u�-Ili'_;:-I _-,, 1=1i__,I 1-i1_- u r-.11- PROJECT NUMBER: 23163 FROM TOP OF ROOT BALL SOIL SURFACE / 1= = ==1 I.=1 i.=LI I= =i-I1 e_IW-�j=' =i I1=1=1 =1 L - _-_Lj t-I I I1 I-III-m' WHITE CLOVER 5 0.10 =8115-10/30 ROUGHENED TO UNDISTURBED DRAWING BY: RA 3"DOUBLE SHREDDED HARDWOOD MULCH(DO NOT BIND WITH NEW SOIL SUBGRADE 4 BUILT-UP EARTH SAUCER MAINTENANCE LEVEL PLACE MULCH IN CONTACT WITH TREE TRUNK) " CHECKED BY: MP (B)FREQUENT MOWING(4-7 DAYS),OCCASIONAL FERTILIZATION,LIME AND WEED CONTROL ROPES AT TOP OF BALL SHALL BE CUT AND BACKFILL SOIL°1 PART SOIL AMENDMENT(BASED LAWN PLANTING DETAIL (C)PERIODIC MOWING(7-14 DAYS),OCCASIONAL FERTILIZATION AND LIME REMOVED. FOLD BACK TOP 1/3 OF BURLAP. ALL ON SOIL TEST)°3 PARTS NATIVE TOPSOIL APPROVED BY: MID (D)INFREQUENT OR NO MOWING,FERTILIZATION AND LIME THE FIRST YEAR OF ESTABLISHMENT NON-BIODEGRADABLE MATERIAL SHALL BE -L N.T.S. 'III 5. SEED SHALL BE APPLIED IN TWO DIRECTIONS AT RIGHT ANGLES TO EACH OTHER. ONCE APPLIED, REMOVED. .: ;,.., ::•: ;II =1IC=1 ' 4-6"DEEPER THAN ROOT BALL SEAL� SIGNATURE: ALTERATION PTTBIYIALICENSED FIRM THE SOIL WITH A CORRUGATED LAWN ROLLER TO PROMOTE SEED-TO-SOIL CONTACT. - _! PROFESSIONAL ENGINEER IS A UNDISTURBED SUBGRADE "I_I = TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL F NEW ), VIOLATION OF SECTION 7209, ORK P 6. APPLY UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS,OR SALT HAY TO ALL SEEDED AREAS �GOG PILOT 0,9 SUB-DIVISION 2,OF THE NEW,STATE EDUCATION LAW. AT THE RATE OF 1 1/2-2 TONS PER ACRE OR 70-90 POUNDS PER 1,000 S.F. SPREAD MULCH SO THAT DIG WIDE,SHALLOW HOLE WITH TAPERED SIDES SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE APPROXIMATELY 85% OF THE SOIL SURFACE IS COVERED. ANCHORING OF MULCH SHALL BE j !�P * DRAWING No: ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 BE ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS: PEG AND TWINE, MULCH NETTING, OR LIQUID MULCH-BINDER. TREE PLANTING DETAIL _ (� I NOT TP ALED N.T.S. f a 7. WATER NEWLY SEEDED AREAS WITH A MINIMUM OF 114 INCH OF WATER TWICE A DAY(NOT DURING r PERIODS OF INTENSE SUN)UNTIL VEGETATION IS WELL ESTABLISHED. 0815 C-3°•,? OpROFE O� Know what's below. Call before you dig. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 3 OF 12 Y:1Key Civii\Projects\2023\23163_Alan Cardinale_11950 Main Road_Mattituck\Drawings\Key C1vi1\23163_2024.02.19_SPP0.dwg LEGEND GENERAL NOTES �d+ 25 a 39� RECEIVED /J�� rtio> EXISTING ITEM PROPOSED 1. APPLICANT/PROPERTY OWNER ALAN A.CARDINALE,SR. �r A PROPERTY LINE :O P ♦ 11950 MAINROAD `�� l , m JUN 2 U 2024 O�� �N ♦ MATTITUCK,NY 11952 /.� �e5 74 x,a \�Q\NG / BUILDING t Q A �Ivo� 0J 8"DIA y/ 2. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. Mat' 'ItllCIC � c Southo Town 5 BLOCK: 12 x�$ ♦♦ f7"DIA. 9 CONCRETE CURB � 0ew1• Planning Board k`$ 3. SEE PARTIAL SITE PLAN FOR ADDITIONAL NOTES. - � LOT: 2 9 NeW,gu�{ottc A o ZONE. B ,$ DOOR LOCATION A 4. THE CONTRACTOR MUST NOTIFY THE TOWN ENGINEERING DIVISION AND SCDHS 24 HOURS IN ADVANCE OF THE < USE: COMMERCIAL , ♦ 1g3 17"DIA. 1. EN.1d COMMENCEMENT OF ANY ON-SITE DRAINAGE,SANITARY,CURB,OR PAVING WORK. PUBLIC WATER O N � k / CONCRETE SIDEWALK e . 5. IF WET CONDITION IS ENCOUNTERED,CONTRACTOR SHALL USE 3/4"CLEAN WASHED STONE IN LIEU OF SAND BACKFILL. G 1 �rAEL / m UTILITY POLE&OVERHEAD 6. GROUNDWATER IS ESTIMATED TO BE 6'BELOW LAND SURFACE,BASED ON SOIL BORING PERFORMED ON 9/27/2023 BY TANK ��`� >( WIRES MCDONALD GEOSERVICES. a ty 18"DIA. y 3 20"DIA. SIGN��� ♦♦ 1 i"DIA. tid y 25 �1 • 12"DIA. B..DIA. ' s DIA. BOLLARD O O l g"pIA. � 7_6 Z7"DIA. >( SANITARY DENSITY CALCULATIONS �° A=E-tegion:Av'`'" SITrays, 00 11 Y ♦ b k-DIA. ,N' .� 1♦ 12" IA. ,�015 10"DIA. 13"DIA. LIGHT POLE � U j W 5y a SITE IS LOCATED IN GROUNDWATER MANAGEMENT ZONE IV=600 GPD/ACRE a / 3011 8'DIA. 12"DIA. 6.pI CS k �y '^ TC 18.o6 $ �6 10"DIA• A _ TOTAL ALLOWABLE SANITARY FLOW=1.00 ACRES x 600 GPDIACRE=1,071 GPD �,� \�•P�Q' ;� BC 17.78 7"DIA. x ♦ /S 9"DIA. rl d e� 13"DIA. kS jo"olA. 26 DIA. 17"DIA. LEACHING GALLEYS e �� IV p - J PROPOSED USE PUBLIC RAGE rc 18.1 a ♦ ME II`a 2° 17 D A. STORM PIPE THE REQUIRED DEONSITI IS LESS THAN THEIPERMITTED DENSITY,THEREFORE THE LOT IS SUFFICIENT. �� 9 ®�+ Map data©2023 Terms Report a map error TC 12 47 �� O BC 17.63 ♦ x,y;1 5/Aa pIA. 12 DIA,BC 11.97 ` 'S0 ",Vw\ ` 4tiN 6 1o"DIA. 1 g81A / O STORM STRUCTURES � 0 VICINITY MAP k,h• ♦ . 14"D 12"DI ,�l' xA6. 8"DIA. '``;` 1 SANITARY SYSTEM SIZING CALCULATIONS 0 P(c'�i.`!S,{`r� 12"DIA. (y N.T.S. OH OH ♦8"DIA. 1ti� \ MANHOLE COVER I OH k � a s'DIA CALCULATIONS SANITARY FLOW PROJECT DATA • 15 16 SANITARY STRUCTURE ` ® ,l® WAREHOUSE........0.04 GPD/SF x 19,680 SF=787.2 GPD APPLICANT/OWNER.................... ALAN A.CARDINALE,SR. 1 Q x x 1$ 12"DIA. .`�/ . / TOTAL SANITARY FLOW REQUIRED...............................787.2 GPD 11950 MAIN ROAD TC 12 43 1,y6 1A 1,Lh h� 12"DIA. f5 r9 10"DIA. 11 Bc 1 1 95 I ` b 4"DIA. x MATTITUCK,NY 11952 do k ,ru1, / SANITARY PIPE PRIMARY TREATMENT TANK(S-1) p ♦ ,�1 14 �L�_ r1,o"DIA PROVIDE ONE(1)6'0 MANHOLE WITH 6'0"LIQUID DEPTH k �3 , + CAPACITY=1 UNIT x 200 GALNF x 6.0 VF=1,200 GALLONS TAX MAP NUMBER..................... Dist.1000,Sect.122,Block 3,Lot 1.9 I " TREE I e TC 13.85 TC 13.70 �:�y� 1 p"pIA, s�.. IA 1 s"pIA. b SITE AREA.................................. 77,747 SF(1.785 Acres) I ♦ k BC 12.35 BC t \ I/A OWTS SYSTEM(S-2 AND S-3) ♦ , GRADING CONTOUR 38 MINIMUM REQUIRED CAPACITY:1 DAYS DESIGN FLOW=787.2 GPD ZONING..................... B-GENERAL BUSINESS I ,ti6d k USE THE HYDRO-ACTION AN SERIES SYSTEM,AS APPROVED BY SCDHS TC 12.95 TC 13.40 13 CURRENT USE........................... VACANT I TC 13.50 BC 12,90 / +12.67 PROVIDE ONE(1)HYDRO-ACTION AN-800(880 GPD TREATMENT CAPACITY) ,e ♦♦ BC 12.45 GRADING SPOT 94.61 BC 13.00 14"DIA. 1 AN-600 UNITS X 880 GPD/UNIT=880 GPD PROPOSED USE......................... COMMERCIAL WAREHOUSE N 30°06'10" E 14"DIA. / 00 880 GPD PROVIDED IS GREATER THAN 787.2 GPD REQUIRED,THEREFORE SUFFICIENT. _ _ _ _ ti PROPOSED FOOTPRINT........... PROPOSED BUILDING#1....................4,320 SF 60.00' rc 12 41 2° f - T T T - T T T T T -1 k b n ,6 TOP OF CURB/BOTTOM OF TC 38.41 5� ec 11.93 k O 0 15• k (�" Tc 1_ z.43\ PROPOSED BUILDING#2....................5,520 SF 06 - - _ � � - � _ � _ - _ - Bc 11.ss CURB BC 37.91 LEACHING POOLS(S 4,S 5 AND S 6) 2 12.55 - M TOTAL...................................................9,840 SF 12 12.45 �� DESIGN FLOW =787.2 GPD TC 13.25 GR.=12.25 � 12.65 e LEACHING RATE =1.5 GPD/SF GROSS FLOOR AREA................ PROPOSED BUILDING#1....................8,640 SF ec 1 31 �1. 13 BC 1275 TC 13.40 � a W WATER SERVICE W e5 BC 12.90 1 s"pIA. ,5 REQUIRED SIDEWALL AREA =787.2 GPD 11.5 GPD/SF=524.8 SF (WITH AREA BREAKDOWN) PROPOSED BUILDING#2................. 11,040 SF k 't / TOTAL..... -E- - ELECTRIC SERVICE E PROVIDE FOUR(4)10'0 PRECAST CONCRETE LEACHING POOLS WITH 4.5'EFFECTIVE DEPTH F_ T TC 13,40 TC 13.40 GR.=12.20 / 4 POOLS x 31.42 SFNF x 4.5 VF= 565.56 SF LANDSCAPE/NATURAL AREA... 39,359 SF x I ® TC 13.55 BC 12.90 BC 12.90 TC 13.40 - G - GAS SERVICE TC 13.40 BC 13.05 BC 12.90 G ° y6 IN 13.45 12.93 12.93 565.56 SF PROVIDED IS GREATER THAN 524.8 SF REQUIRED,THEREFORE SUFFICIENT. PAVEMENT/CONCRETE AREA... 28,548 SF c) 11y ti 0 BORING LOCATION FUTURE EXPANSION(FE) e$ TC 12.90 GR=12 35 13.50 IIII IIII o III Ii ° a ° 13.50 a TC 13.45 O� TC 13,20 REQUIRED: 50%OF LEACHING CAPACITY x,o BC 12.40 p v BC 12,95 I I BC 12J0 o� PROVIDE: TWO(2)10Yd PRECAST CONCRETE LEACHING POOLS WITH 4.5'EFFECTIVE DEPTH I I 1 I I o 13.50 13.00 13.50 92':; k _J I � I 112.25 + + X3.50 1 I UTILITY CROSSING TABLE SANITARY STRUCTURE SCHEDULE W e I I I I 17 w � x�k� CROSSING NUMBER BOTTOM OF PIPE TOP OF PIPE CLEARANCE STRUCTURE EFFECTIVE TOP OF BOTTOM INVERT INVERT , 12.30 STRUCTURE TYPE RIM/GRATE SUMP PROPOSED 2-STORY k NUMBER DEPTH RINGS OF RINGS IN OUT WATER=10.81 1.50 FT I TC 13.30 1 1 1 sc iz.o BUILDING#2 f PROPOSED 1 STORM=7.39 WATER=10.81 1.50 FT S-1 PROPOSED 4'0 DISTRIBUTION MANHOLE -- 13.40 11.25 - 10.75 10.65 -- I o BC 12.80 f TC 13.40 FUTURE + + ° 13.50 1 ST FLOOR = 5,520 SF e ,,, BC 12.90 EXPANSION POOL 1 / ELECTRIC=10.82 PROPOSED IIA SYSTEM HYDRO-ACTION AN-800 A.13.45 �; 2ND FLOOR- 5,520 SF �' Z J / 2 STORM=7.39 GAS=10.80 1.50 FT S'2 (H-20 RATED) 8.13.40 12.40 4.90 10.23 10.13 I I + + W TOTAL - 11,040 SF 13.50 FE GR,=12.15 S 3 PROPOSED 10'0 PRECAST CONCRETE DISTRIBUTION 4 6, A.13,00 11.15 5.15 10.00 9.75 -- PROPOSED F i 10.1' LEACHING POOL WITH FRAME AND SOLID COVER B.12.95 I I l a I I P (NO BASEMENT) PROPOSED 100 PRECAST CONCRETE LEACHINGPOOL A.13. 0 I ' BACKFLOW S-4 4.5' 11.15 5.15 9.65 -- - TC 12.90 + a' 13.50 PREVENTEREL. 13.50 a o WITH FRAME AND SOLID COVER B.13.35 . .,. II I° o BC 12.40 GR.=12.35 ° ", TC 14.00 PROPOSED 10'0 PRECAST CONCRETE LEACHING POOL v z PROPOSED ELECTRIC I SAN.INV.-11.00 BC 13.50 TC 13.40 _ 13 / S-5 4.5' 13.15 11.15 5.15 9.65 --- -- -� [C�,�NSFORM ER CONTRACTOR r-- BC 13.45 \ WITH FRAME AND SOLID COVER ( PROPOSED 6" O COORDINATE WITH UTILITY , ( S� ) DR18 SANITARY o PROPOSED 10'f�PRECAST CONCRETE LEACHING POOLONTRACTOR) 94- EN/EXT ' EN/EXT ' ® >< S 6 WITH FRAME AND SOLID COVER 4.5' 13.30 11.15 5.15 9.65 G TC 13.25 TC 13.40 13.50 r 13.50 ° SLOPPIPE E(TYP,)1/4 IN. -.., ' BC 12.75 BC 12.90 PROPOSED 2" �� 12.30 TC 12.80 = 13.40 yy � DOMESTRIC SERVICE g, 12.30 BC 12.80 TC 12.85 ITC 12.90 _ TC 13.00 v �i; 10.8' TAP TO 16"SCWA MAIN I ° BC 12.85 BC 12.90 BC 13.00 g 6.8' �'� �/ s"DIA. 2-STORY 12.25 TC 13.35 1 /r / S-2 ' 8' N0. DATE BY DESCRIPTION BC 12.85 T � S-1 (® ® A B / BUILDING#1(8,640 GFA) EL.131.90 W W = A A B ®S-3 , / BUILDING#2(11,040 GFA) RIM EL.13.40 TC 14.75 . I GR.=12.60 6"DIA. S-2 RIM A EL.13.45/RIM B EL.13.40 S-4 RIM A EL.13.40/RIM B EL,13.35 REVISIONS W PROPOSED GAS 2 W BC 14.25 13.80 Z FINISHED FLOOR EL. I 13.40 rn BUILDING#1&#2=13.50 INV.OUT TOP OF STRUCTURE EL. S 5 RIM A EL.13.15 I SERVICE(TYP.) 13.50 ° v, PROPOSED TOP.EL. EL.10.65 12.40 ' TC 13.40 ELECTRICAL PANEL RIM A EL,13.00 S-6 RIM A EL.13,30 l� �' I"-- TO BE PAD MOUNTED ° RIM B EL.12.95 - N 37007'50" E I G ,r � BC 12.90 a PROPOSED `• 13.50 13.50 3 � __ 72',ENIEXT 10' _ __ _ BACKFILOW -- �\- _ _ �\ 6"!D SDR-35 PIPE AT 1/4"1 103.23' I I I GR.=12.35 ►- Z` - TC 13.50 / r / TC 12.90 PREVENTER SAN.INV,=+11.00; I -® SAN INV.: -- j\ a -- FT MIN SLOPE 6 BC 13.00 \ --- --- --- \\ I I BC 12.40 + + Z \" / \�/ _ _ _ \/ -- -- 6"0 SDR-35 w 1 ® 11.5' �� - �% PIPE AT 1/8"IFT MIN I PROPOSED 2-STORY L_ ss-') (1o'MIN.) _-_-_- - - i TOP OF RINGS INV.OUT EL. -- a -W •-- ---- •---W I 12.60 I I I I 13.50 � �- %\/ - IIIII \� INV.IN SLOPE -- i y m J +5 ��� BUILDING#1 13.50 \''-'/ 5 MIN.2'OF DIP PIPING THROUGH \ I I \i EL.=10.00 EL.129.70 g•75 CIVIL �e p� 12.69 TC 13,30 TC 13.40 13.50 0��® 1 ST FLOOR=4,320 SF E \ k15 BUILDING FOUNDATION %\ - \ d�I I �.7 N �? BC 12.90 �I \ \ TOP OF STRUCTURE 2ND FLOOR=4 320 SF 10.6' FE o INV.IN EL. II \ S 4,S-5,S 6 EL.11.15 TC12.70 ' BC .o' o= O x�"' 6"ODIPPIPEAT114"1 �/ INV IN > 664 BLUE POINT ROAD, UNIT B 10. z 10.75 4'0 PRECAST CONCRETE %\ IIII III \ lu BC12.20 12.79 k W TOTAL =8,640SF / FT MIN SLOPE DISTRIBUTION \\/ II EL.=10.23 III - IIII \/ INV OUT EL. INV.IN EL. HOLTSVILLE NEW YORK 11742 k ° GR.=12.25 / MANHOLE �\. -I I \\� =10.13 w �- � ' ( BASEMENT) S 1 +/e III IIII III �� W o 9s5 > _ (631) 961-0506 PROPOSED FIRE PROPOSED 4" NO BA I ( ) %\ III - IIII \\ BOT.EL. in (/ \ ' W W www.KeyC!vilEngineering.com O / FIRE SERVICE \\ \ \ I /\ w BOT.EL. 7"DIA. �/ 5.15 HYDRANT 13.50 F.F.EL. 13.50 \\�/\ �\ I III //\\ 10'DISTRIBUTION I 5.15 PROJECT NAME w ��\�\\ //\\//\�/\\/\�/\\//\�\/\ \\//\�/ 10'0 PRECAST LEACHING POOL �I I a I TC 12.90 ° 13.50 . 13.00 13.50 %\\�/�\ ��\\ �\\�/�� �\�� \\ � \\ \ CONCRETE PROPOSED R E IV E E S BC 12.40 �GR=12.35 13.48 72' EN/EXT13.50 13.00 \j///\// /\/ / /�j��/��/�\ \ \� \� (S3) 10'(S-4ISI51S-600L13.40 ° o ° \/// /\\�/\/�\//�///�//�///\\/%�///\%�/// /,�-BOTTOM OF + BC 12.90 III III o I lull ° ° o \�\\�\\��\�/\�\\�/\�\\i�\�\ \�i�\� STRUCTURE WAREHOUSE I ' o m S-2 EL,4.90 �>9 TC 13.00 I I TC 12.90 TC 13.40 TC 13.40 PROPOSED 1/A SYSTEM:HYDRO-ACTION AN-800 11950 MAIN ROAD, MATTITUCK, NY 11952 BC 12.50 13.09 -�- -� TC 13. BC 12.90 BC 12.90 BC 12.90 5 5ti tiff SCHEMATIC SANITARY SYSTEM PROFILE TOWN OF D ST.110 0, SECTO.1D22COUNTY OF BLOCK: 03, LOT: .9 K 3 ti o k 10 1 1 BC 12.9090 TC 12.90 I12yti ' l 1 0 J BC 12.90 N.T.S. 9 ( �' �B T T T �� ®TEST BORING DRAWING TITLE TC13.13 - -+- - +- - +- - + - + - + - d I ' TC13.20 BC12.63 12.60 - + - + - + - + - + - + - d 3I III' ° a 6.90 BC 12.70 ELEV. 10.85 MIXED SAND & LOAM k �O + - + �+ - + - + - + 0� ELIEV. 8.8 --- 2' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL SANITARY & UTILITY PLAN N 44056'00" E = TC 13.30 BC 12.80 L / BLOCK: 12 ELEV. 6.8 --- 4' BROWN SILTY SAND (M) 12 / I 93.73' ( ' TC 22.40 LOT: 5 PALE BROWN FINE SAND DATE: 01/09/2024 TC 13.00 BC11.90 ,2"DI a ZONE: R-80 (Sp) 5ti BC 12.50 13.09 ,�� USE: RESIDENCE ELEV, 2.1 -- 8,7- WATER ENCOUNTERED Iryp9 h k " PUBLIC WATER PROJECT NUMBER: 23163 / � p k a TC 12.05 Io o a 6.90 IBC11.35 / k�titi WATER IN PALE BROWN DRAWING BY: RA FINE SAND (SP) If 13.50 CHECKED BY: MP� � al s.90 s.90 6.90 ELEV. -6.1 17' APPROVED BY: MP Vj p I I v k1,9 ,o GR.=10.80 Z"�"D 10"DIA. SOIL BORING SEAL& SIGNATURE: ALTERATION OR ADDITION TO THIS / + "�„ DOCUMENTPROFESSIONAL ENGINEER S A LICENSED / TEST RESULTS _H.W L•10.80 _ �� / (� N E w 1. VIOLATION OF SECTION 7209, BC 2.39 o v ` 0 SUB-DIVISION 2,OF THE NEW YORK o ` PERFOBORINGT ST DATE 09/27/22023 VICES ,`�Ci G PILOT �,� o / 12� TC 11.75 11"DIA. N.T.S. AQ P * STATE EDUCATION LAW 1z'DIA. a 3 1o"DIA. BC 11.25 TC 11. (� �P DRAWING No: 6� oo k k`1 x� �'5 ��ti �o� BC 11.1 2"DIA. TC 12.93 BC 12.48 X Ary X L=35.81 TC 11.90 NOT \ ALED ? N 57°51'40" W 182.02' BC 11.40 TC 11.30 GRAPHIC SCALE R=19.96' BC 10.80 20 0 10 20 40 80 �t� ?t? TC 13.34 TC 12 37 TC 11.67 TC 1 1.35 TC 1 1.16 R ' = BC 12.84 BC 11.97 BC 1 1.27 L- --- BC 10.95 BC 10 76 ---_---, O 0815 v 6k A �P / 1� e5 I 4::`� w OF O kNti. PRIVA 9 TC 10.a9 ( IN FEET ) L-----B�o Know what's below. o Call before you dig. k1ti• ,,6a �A-VED� k1,• k o10�42 1 inch = 20 ft. 1-800-272-4480 k MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 4 OF 12 Y:\Key Civil\Projects\2023\23163_Alan Cardinale_11950 Main Road_Mattituck\Drawings\Key Civi1\23163_2024.02.19_SPP0.dwg ,�'F4yrr 25 PUMP/COMPRESSER POWER CIRCUIT (DEDICATED 110 V SERVICE ON A 20 AMP BREAKER) INSTALLATION INSTRUCTIONS � ✓j BACKFILL WITH NA11VE SOIL I 24 0 CHIMNEY NOT 13 10 0 X 8 THICK TRAFFIC RATED 1 M1 - RECEIVED SEE E 1. EXCAVATE SO THAT TOP OF THE 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE ae ,�✓ Q�e F�� SEE NOTE#2 HYDROACTION TOPPING SLAB = L1 BLK BLK N BLK Sp1 tt� SPRAY 24 HEAVY DUTY LOCKING BASES ARE 4.50 BELOW FINISHED GRADE. THE PERFORATED PRECAST CONCRETE MANHOLE r 8 0 X 8 THICK TRAFFIC RATED FOR AN800 AND AN1100 APPROVED t ._i , JUN 2 0 2024 HYDROACTION TOPPING SLAB CI COVER TO GRADE BY SCDHS APPROVAL N0. NS-002 SECTIONS SHALL BE AS PREVIOUSLY APPROVED BY SCDHS, SCDPW OR NYSDOT FOR TRAFFIC Ma -ituck t fc WHT WHT -------_ 1� PUMP ; A K (3 LOCATIONS) SEE NOTE 11 BEARING STANDARDS. ,� i, N N N MOTOR �i PUMP RATINGS. Sout o Town FOR PRETREATMENT TANK SEE NOTE 12 �pve 314HP @ 115V Planning Board BY SEEPREVIOUSLY APPROVED BY SCDH x 2. INSTALL 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE BASES. Neyy►Suffolk m G Q CB2 csR s LOOPS 15.0 F.L.A. 12 3. EXCAVATE 5.33' BELOW PROPOSED INVERT IN ELEVATION FOR BOTTOM OF PRETREATMENT M2 COMPACTED NATIVE FILL, TYP o e � �, 18 18„ TANK, AND EXCAVATE 6.83 BELOW PROPOSED INVERT IN ELEVATION FOR BOTTOM OF � BLK BLK BLK RECIRC ��� PUMP RATINGS: PUMP ; 314HP @ 115V SEE NOTE 10 N TREATMENT TANK. v WHT WHi --------- `�� MOTOR �i 15.0 F.L.A. PENETRATION HOLE \� _ _ - ! „ 4. FINISH GRADE NATIVE SOIL BELOW THE PROPOSED TANKS TO BE LEVEL ±1/4-INCH. a w SEE NOTES 7 & 8 \ — _-- ___ 1 MIN 5. INSTALL PRETREATMENT AND TREATMENT TANKS ORIENTING THE PREDRILLED HOLES IN THE E / fT BETWEEN BOTTOM OF SLAB 25 (4 LOCATIONS) �\ � ___ 10 MAX y i CORRECT ORIENTATION AS SHOWN IN THE PLAN. C M3 FROM DWELLING % /' — /IIII �/ AND TOP OF ACCESS COVERS 6. PLACE AND COMPACT NATIVE BACKFILL BETWEEN PRECAST CONCRETE MANHOLE BASE AND d BLK BLK I N BLK Mr11 tiZ1` L7 MIXER �� PUMP RATINGS: _ — �� TANKS. BACKFILL SHALL BE PLACED IN 8-INCH MAXIMUM LIFTS AND MECHANICALLY '�=ELegion7A ` raus t- \—' i PUMP '314HP 115V INVERT IN PER PROPOSED PLAN II DRAINFIELD �.- �� �U� SIT , ' = @ COMPACTED. CEASE THE PLACEMENT OF THE FILL 3-INCHES BELOW THE CROSSOVER PIPE. \ e ve f, 1, WHT N ---------��� MOTOR 15.0 F.L.A. di �I ICI \\i 7. REMOVE A 1-FOOT X 1-FOOT SQUARE HOLE AT THE BOTTOM OF THE 3-FOOT HIGH PERFORATED �/� P / �II' ; II III/ ;�/o PRECAST CONCRETE MANHOLE AND SET THE HOLE DIRECTLY OVER THE INLET PIPE AND ON °^i ,t �e`� \ III•� TOP OF THE 4-FOOT HIGH BASE. tea''' C64 ,-`J'`�� 8'� PRECAST CONCRETE i/. ICI III; ; IIII GRY ________ /' `� PERFORATED MANHOLE 8. REMOVE 1-FOOT X 1-FOOT SQUARE HOLE WHERE THE CROSSOVER AND OUTLET PIPES WILL BED a g i Map data©2023 Terms Report a map error C1 — COMP.RATINGS: /// IIII �' INSTALLED. COMP I SEE NOTE 1 ��\/// / / / / / �\ / WHT MOTOR i //�\//��j�\//\\\/ /\�j��j\\/� /�\j��j 10�0 PRECAST CONCRETE 9. INSTALL ELECTRIC CONDUIT AND AIR LINES. VICINITY MAP � 5.4 F.L.A. HYDROACTION �`� PRETREATMENT TANK � // //\\ \� \ \ \ \/\\/ PERFORATED MANHOLE SECTION N.T.S. NOTE:ALL MOTORS MUST HAVE SEE NOTE 5 ���//�\/��\//�\/���/�, \�/�\/�\�/�\ \ SEE NOTES 2 10 LIFTS TOTOP TO O THE PRETREATMENT ER TREATMENT TANKS ANDHAND TAMP FILL. CAUTION M n \ ' � / \//%\\�\\/ �\\%\ SHALL BE TAKEN TO MINIMIZE TAMPING OVER SEWER LINES AS TO NOT DAMAGE THE PROJECT DATA INTERNAL OVERLOAD \ \ \ \ �, / / / / / �\'�\ ����\ �' \ �� �\ �� ��'���' HYDROACTION TREATMENT TANK PROTECTION. UNDISTURBED GROUND GASKETED SEAL INTO AND OUT OF THE TANKS. APPLICANT/OWNER.................... ALAN A.CARDINALE,SR. SEE NOTE 5 LR1-01 RED/WH WHT IIANSTALL AND ROTATE TOPPING SLABS SO ACCESS HOLES ARE ALIGNED WITH THE ACCESS MATTITAINROAD 11950 BLU ' 2 M1 COMPACTED NATIVE FILL, TYP BOTTOM OF EXCAVATION COVERS IN THE PRETREATMENT AND TREATMENT TANKS. ArrITucK,NY11952 BLU LR1-Q2 PINKNNH M2 WHr SEE NOTE 6 (2 LOCATIONS) 12.INSTALL PRECAST CONCRETE CHIMNEYS ON TOPPING SLAB WITH HEAVY DUTY CAST IRON TAX MAP NUMBER..................... Dist.1000,Sect.122,Block 3,Lot 1.9 2 SEE NOTES 3 & 4 FRAME AND COVERS TO GRADE. SITE AREA.................................. 77,747 SF(1.785 Acres) PINKMH A 13.BACKFILL AND COMPACT THE OUTSIDE OF THE PERFORATED PRECAST CONCRETE MANHOLES TO ZONING..................... B-GENERALBUSINESS RECIRC RUNNING PROPOSED GRADE WITH NATIVE BACKFILL. BACKFILL SHALL BE PLACED IN 8-INCH MAXIMUM CURRENT USE... VACANT BLU LR1-Q3 YELWH M3 WHT HYDROACTION H2O KIT (AN800) LIFTS AND MECHANICALLY COMPACTED. PROPOSED USE......................... COMMERCIAL WAREHOUSE N.T.S. 14.CONTRACTOR SHALL CONTACT WASTEWATER WORKS, INC. AT (631)-591-0818 TO ADDRESS PROPOSED FOOTPRINT........... PROPOSED BUILDING#1....................4,320 SF YELNNH G QUESTIONS OR PROVIDE ADDITIONAL INSTALLATION INSTRUCTIONS. MIXER RUNNING PROPOSED BUILDING#2....................5,520 SF TOTAL...................................................9,840 SF 40 BLU WHT Li LR1 " GROSS FLOOR AREA................ PROPOSED BUILDING#1....................8,640 SF LR1-Q4 (WITH AREA BREAKDOWN) PROPOSED BUILDING#2................. 11,040 SF 111111 BLU P RED 16 PLC INPUT OF NEB/ TOTAL...................................................19,680 SF BLU AS-1 PINK �P JO Vw`Y �0 LANDSCAPEINATURAL AREA... 39,359 SF C �Q- PAVE MENTICONCRETE AREA... 28,548 SF BLU RED RUN AUD. 6 ALARM MUTE ORG BRN 0� \\fkfflil CV�I/ HWA 'LSD 0927 2 7 3 p o BLU TEST AROFESS04 ALARM 12/05/2022 2:17:47 PM LIGHT Prepared By: RED BLK RED WHr FIGURE- SCALE: NTS HYDROACTION H2O KIT WASTEWATER WORKS, INC C-2 DATE: 12/05/2022 AN800 AND AN 1100 139 REEVES AVE ENABLE RIVERHEAD, NY 119m 21 YEL OD PLC INPUT 1 OVERRIDE 40 BLU 3 �_i /1t 4 CSR YEL,WH 12 PLC INPUT BLU WH/PINK 14 PLC INPUT TIME DOSE 0 TAN 17 PLC INPUT BLU DEMAND NO. DATE BY DESCRIPTION � REVISIONS SPRAY TANNNH to PLC INPUT NOTES: 1. FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. MATERIALS&JOINTS EQUIVALENT To MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. o WATER MAIN STANDARDS OF CONSTRUCTION , ' AND PRESSURE TESTED TO ASSURE WATER UNDERGROUND UTILITY INSTALLATION DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. W1 B1 REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-Ibs. W1 REMOTE PLC CONTROL PANEL TIGHTNESS PRIOR TO BACKFILLING MARKING TAPE W/HP80 COMPRESSOR 10'-0" 10'-0" FIELD WIRING MUST BE A MINIMUM OF 60 C COPPER WIRE. EC50-30-L-100-PLC AS � 1 2. SPRAY PUMP IS ONLY REQUIRED FOR PRESSURIZED LEACHING FIELDS. MANUFACTURED BYOPS(OF, A. SCOPE THE CONTRACTOR SHALL FURNISH AND INSTALL AN UNDERGROUND APPROVED EQUAL) MARKING TAPE ALONG ALL PROPOSED MANS CONN CONNECTIONS AND EXISTING UTILITIEER,S THAT ARE EXPOSED.ATER,GAS,AND ELECTRIC CIVIL I I L 1 N OWTS CONTROL PANEL i••s G ONE LINE ELECTRICAL DIAGRAM 18"MIN. B. MATERIALS 664 BLUE POINT ROAD, UNIT B - THE MATERIAL SHALL BE SOLID PLASTIC TAPE WITH A MINIMUM THICKNESS HOLTSVILLE, NEW YORK 11742 WATER MAIN OR OF 4.5 MIL.THE TAPE SHALL BE RESISTANT TO ALKALIS,ACIDS AND OTHER Z ° + WATER SERVICE SEWER MAIN/DRAINAGE DESTRUCTIVE ELEMENTS. THE TAPE SHALL BE GREEN FOR SEWER,BLUE (6 31) 9 61-05 0 6 ° ° _4 4"MIN. EDICATED 20 A,110 '/POWER BUILDING CONNECTION FOR WATER,YELLOW FOR GAS,AND RED FOR ELECTRIC,3"MIN.WIDTH, www.KeyCivilEngineering.com CABLE,ROUTED IN 3/4'PVC 18"MIN. MARKED WITH THE WORDS,"CAUTION-SANITARY SEWER","CAUTION- 777777 /\ /� /\ /\ "� / WATER","CAUTION-GAS",AND"CAUTION-ELECTRIC". THE WARNING SHALL PROJECT NAME i CONDUIT FROM HOUSE BE REPEATED EVERY 16"-36 4"THICK CONCRETE PAD C. INSTALLATION PROPOSED RENEE'S 10'-0" 10'-0" AFTER PARTIALLY BACKFILLING AND LEVELING THE TRENCHES TO A HEIGHT PAD MOUNTED CONTROL PANEL r T i OF 18"-24"ABOVE THE CROWN OF PIPE/CONDUIT,THE ROLL TAPE SHALL BE WAREHOUSE MOUNTED ON A WHEEL AND SPREAD ABOVE THE PREPARED SURFACE AS N.T.S. NOTE: STRAIGHT AS POSSIBLE. THE TAPE SHALL BE HELD IN POSITION BY ADDING BACKFILL AND HAND SHOVELS BEFORE USING MECHANICAL EQUIPMENT TO 11950 MAIN ROAD, MATTITUCK, NY 11952 4"CONCRETE BLOCK OR HORIZONTAL SEPARATION BETWEEN SEWER,DRAINAGE,AND FINISH THE BACKFILL. PRECAST CONCRETE COLLAR WATER LINES MUST BE 10'MINIMUM TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TO BRING MANHOLE TO GRADE EAVY DUTY CAST IRON FRAME OR PRESSURE PIPE DR-18 MUST BE INSTALLED DISTA 000, SECT.:122, BLOCK: 03, LOT:1.9 FINISHED GRADE AND LOCKING COVER TO GRADE TOP OF RINGS REFERS TO THIS POINT x 5 UTILITY CROSSING DETAIL DRAWING TITLE z < 8"MIN CONCRETE TOP SLAB TO LOCKING COVERS 24" SUPPORT H-20 VEHICULAR LOADING HEAVY DUTY GRAY IRON(CL35)FRAME&SOLID 7 N.T.S. N NLET PIPE COVERS SETS BY EJ OR APPROVED EQUALS SANITARY & UTILITY --- MIN.6"0 SDR-35 PVC PIPE MODEL No.:V1600-3 RG REV/GS CPH2 CV UND DEDICATED 20 A,110 V POWER CABLE, PITCHED AT A MIN.118'/Fr FINISHED GRADE ROUTED IN 314"PVC CONDUIT(GFI SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL DETAILS PRECAST CONCRETE RISERS PROTECTED)FROM BUILDING TO HS-20 RATED JUNCTION BOX ® ® ® ® \ TOP OF RINGS REFERS TO THIS POINT 24" 04 'MIN CONCRETE TOP SLAB TO EXISTING DATE: 01/09/2024 a / (SEE SANITARY STRUCTURE SCHEDULE) SUPPORT H-20 VEHICULAR REMOTE PLC CONTROL PANEL WITH INCOMING SERVICE ® ® ® ® Q J --- LOADING SCALE: N.T.S. -� ® ® ® HP80 COMPRESSOR MODEL p 20" ° NEW 20 AMP. o / 4 ® ® ® \ cn --- EC50-30-L-80-PLC AS MANUFACTURED ® I® ® Z BY OPS(OR APPROVED EQUAL) 1 POLE BREAKER PROJECT NUMBER: 23163 O DRAWING BY: RA j \ ® ® ®10„0"0 \\\ ® ® ® ® JOINT SEALANT TO BE 1"BUTYL UTILITY ® ® ® ® RUBBER FOR ALL JOINTS REFER TO MANUFACTURER FOR CHECKED BY: MP ® ® ® ® STEPS ARE TO BE COPOLYMER INSTALLATION DETAILS POLYPROPYLENE COATED 1/2"STEEL APPROVED BY: MP 3'-0" BARS AT 12 O.C. ,PROVIDE NON-SHRINKING CIRCUIT MIN 5 MAST JOINT SEALANT BREAKER METER SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS CONCRETE TO BE INFILLED T HYDRO-ACTION PANEL N E w y DOCUMENTPROFESSIONAL EPENGINEER IS AT BY A ED VIOLATION OF SECTION 7209, CONTROL O SUB-DIVISION 2,OF THE NEW YORK 3'-0"MIN CREATE FORMED INVERT TO AT PANEL STATE EDUCATION LAW. HIGHEST RECORDE LEAST THREE-QUARTERS P PE D AMETER ' . �,<<G��, PILOr�q co DRAWING No: GROUNDWATER .9 �• Q' ° AST IN PLACE FLEXIBLE RUBBER EX.GROUND ROD d �ACKFILL MATERIAL SHALL B g SLEEVE WITH STAINLESS STEEL — CLEAN SAND AND GRAVEL * W < 40 STRAPS OR FLEXIBLE RUBBER BOOT NOTES: $� n 4 } W NOTE r NOT i}' ALED ? 1. BURIED ELECTRICAL POWER CONDATS SHALL BE A MINIMUM OF 24 INCHES BELOW GRADE. 6'MIN.PENETRATION INTO A VIRGIN STRATA OF SAND AND GRAVEL 2. ALL ELECTRICAL WORK TO BE PERFORMED IN ACCORDANCE WITH NEC. j ?' LEACHING POOL DETAILAll N.T.S. SECTION VIEW os1o�v C-5 4 0 DISTRIBUTION MANHOLE DETAIL ELECTRICAL ONE-LINE DIAGRAM DETAIL ' - - ° o�� P N.T.S. HT.S. Know what's below. AR Call before you dig. �. 1-800-272-4480 MARL PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 5 OF 12 Y:IKey CiviI\ProjectsQ023123163_Alan Cardinale_11950 Main Road_Mattituck\Drawhgs\Key Civi1123163_2024.02.19_SPP0,dwg LEGEND GRADING & DRAINAGE NOTESd3' -''' 25 EXISTING ITEM PROPOSED RECEIVED z 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. r• � �, PROPERTY LINE O� .! P► " 2. STORMWATER RUNOFF COEFFICIENTS PER TOWN OF SOUTHOLD: JUN 2 0 2024 C� pN / a. ROOF=1.00 �� 1 BUILDING b. PAVEMENT/IMPERVIOUS=1.00 f Q ego , c. LANDSCAPE/PERVIOUS=0.30 Sout o Town x v���/ ' e / ,� Mat"ituck � 8"DIA. Planning Board �� BLOCK: 12 x`�° / 0.P7"DIA. 9 CONCRETE CURB 3. PROVIDE STORMWATER RUNOFF STORAGE FOR 3"RAINFALL PER TOWN OF SOUTHOLD REQUIREMENTS LOT: 2 9 / x NeWtSuffolk'A�e ,� DOOR LOCATION 4. DRYWELL DESIGN CAPACITY: _ c ZONE: B ENlEXT a. 8'DIAMETER=42.24 CFNF - USE: COMMERCIAL / $� 17"DIA. b. 10'DIAMETER =68.42CF/VF 40 x CONCRETE SIDEWALK a c. 12'DIAMETER=100.88 CF/VF ve PUBLIC WATER 1 N � �,c•J� UTILITY POLE&OVERHEAD osr V `\C' -F-UEL I m WIRES 5. ALL PROPOSED DRAINAGE INTERCONNECTING PIPING SHALL BE SMOOTH WALL HDPE WITH A MINIMUM DIAMETER OF 15 INCHES. `\ ,� co TANK �f� x�9' \ QJ , �1r SGN 6. TOP OF EFFECTIVE DEPTH IN LEACHING STRUCTURES SHALL BE NO HIGHER THAN THE GRATE ELEVATION OF THE LOWEST INLET h 11 18'DIA. rye:S 20"DIA. i 11'DIA. t� �S IN THE IMMEDIATE SYSTEM. It �o •< -� r 25 �. 3l3• r 12"DIA. 8"DIA 9"DIA. BOLLARD o 7. GROUNDWATER WAS NOT OBSERVED FOR 8.7 FEET BELOW GRADE DURING FIELD WORK BY MCDONALD GEOSERVICES ON "' w O x, "ter=E - Ion-Av rausl 9"DIA. k.,U 7"DIA. 9;S SEPTEMBER 27,2023. 00 � 6 9 DIA. LIGHT POLE [e � 7, SIT � / 12'DIA. g \ 13"DIA. x 8. ALL LANDINGS AND WALKWAYS SHALL HAVE A MINIMUM OF 1.0%CROSS SLOPE AWAY FROM THE BUILDING OR SLOPE TOWARDS :-1�- N 5� 1 o"DIA. , 2 011 8'DIA. 6"DIA. x1$. AN INLET/LOW SPOT. TC 18 08 � / 12"DIA. 60 10"DI •ey e?5 ,�` - BC 17.78 / f5 7"DIA• k 9"DIA. LEACHING GALLEYS re �1 9. CONTRACTOR SHALL CLEAN ALL EXISTING/PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES AT THE END OF - d� �Qi�e� 6 13"DIA. 'ti5 iD„DIA. 26"DIA. 17"DIA. LP-_ J CONSTRUCTION. v�,',, ��a.�s rD7�• °a 8 IA, x` ,,....r�v� \ �y a 17"DIA. / 10. ALL ACCESSIBLE PARKING, CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE t K,: ELEC. a 1z°DIA. ti, STORM PIPE Nv�` ° ° Ma data©2023 Terms Re ortama error TC 18.14 '% METER 1 ��.rrvvyy \ / REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11-ACCESSIBILTY AND ICC/ANSI Al17.1 -2009.ACCESSIBLE STALLS P P P ec 17.63 / 6��"v�� DIA. �16 12"DIA. ts \ 1a_ , SHALL HAVE NO SLOPE GREATER THAN 2.0% IN ANY DIRECTION AND THE PROPOSED SIDEWALK SHALL NOT EXCEED A 5.0% �a 0 TC 12.47 ,,L�° ° x- ` x \ I �-- o ° VICINITY MAP ��. , BC 11.9 �\ 10"D\ a 10 STORM STRUCTURES RUNNING SLOPE AND 2.0/° CROSS SLOPE. 9 14" 66 8"DIA. OH O x , //x - �\ \ 12"ol x` 12"DIA. fj MANHOLE COVER 0 11. LOCATION OF EXISTING UTILITY SERVICES ARE UNKNOWN AND SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR N.T.S. I H OH x,ti WITH THE UTILITY COMPANIES AND/OR PRIVATE MARK OUT COMPANIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 9'DIA. %--�� % � PROJECT DATA {� SANITARY STRUCTURE ®�' ® 12. ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. .� 16 ` ` APPLICANT/OWNER.................... ALAN A.CARDINALE,SR. O X rx 1 15 ,z'DIA. -� �� 13. IF WET CONDITION IS ENCOUNTERED,CONTRACTOR SHALL USE 314"CLEAN WASHED STONE IN LIEU OF SAND BACKFILL. 11950 MAIN ROAD TC 12.43 195 I �26ry PROPOSED LEACHING GALLEYS WITH ,�° 12"DIA. �61 o"DIA. x MATTITUCK,NY 11952 BC 17.95 4.0'EFFECTIVE DEPTH(TYP.OF 10) 1 014"DIA. SANITARY PIPE 14. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS EMPLOYEES,THE GENERAL PUBLIC, p / /�,` BOTTOM OF TOP SLAB=10.70 4 \ 10 DIA. STRUCTURES TO REMAIN,ADJACENT PROPERTIES,PUBLIC R.O,W.'S,ETC.DURING ALL CONSTRUCTION AND REMOVAL ACTIVITIES x TAX MAP NUMBER..................... Dist.1000,Sect.122,Block 3,Lot 1.9 J BOTTOM OF STRUCTURE=6.70 I TREE IN ACCORDANCE WITH FEDERAL,STATE,COUNTY AND LOCAL CODES AND REGULATIONS.THE OWNER AND ENGINEER ASSUME NO TC 33.85 INV.IN EL.=7.50 TC 13.70 SITE AREA.................................. 77,747 SF 1.7 ,,55 10"DIA. 5 11 1s.� 15"DIA. b RESPONSIBILITIES FOR THE CONTRACTOR'S SAFETY PROGRAMS&PROCEDURES IN CONNECTION WITH THE WORK. ( 85 Acres) / x BC 12.35 INV OUT EL=7.50 BC is p R --3g •-- GRADING CONTOUR 38 ZONING..................... B-GENERAL BUSINESS x` 15. GRADING CONTOURS ARE FOR ILLUSTRATION PURPOSES ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION. �ti 1 TC 12.95 x TC 13.40 13 CURRENT USE........................... VACANT / TC 13,50 w BC 12.90 �6 +1 z 67 GRADING SPOT 94.61 BC 12.45 x PROPOSED USE......................... COMMERCIAL WAREHOUSE N 30 06 10 E / ABC 13.00 PROPOSED 27 LF o � - o r rr c� 18"HDPE � 1a"DI _ 14"DIA. _ _ _ _ _ _ _ _ \ STORMWATER DESIGN CALCULATIONS PROPOSED FOOTPRINT........... PROPOSED BUILDING#1....................4,320 SF r rc 1.43 yo/ 9 x a �6. TC 12 43 TOP OFCURB/BOTTOM OF TC 38.41 � ec 1.s3 r T T T o T T T T T � � . PROPOSED BUILDING#2....................5,520 SF 60•00 6 12.55/X Pi 0 x1 0 + PROPOSED 38 LF `� x !�' BC 11.9� CURB BC 37.91 0 o - - - - - - - - N TRIBUTARY DRAINAGE AREA=77,747 SF TOTAL...................................................9,840 SF GR.=12.25 18"HDPE 2,41 12.45 ^ ��cc TC 13.25 12 65 GROSS FLOOR AREA................ PROPOSED BUILDING#1....................8,640 SF B 1 41 �5 PROPOSED LEACHING GALLEYS WITH BC 12.75 TC 13.40 RIDGE LINE __ RIDGE __ 13 9 (WITH AREA BREAKDOWN) PROPOSED BUILDING#2................. 11,040 SF a� BC 12.90 -� 4.0'EFFECTIVE DEPTH(TYP.OF 4) 1 s"DIA. �y' STORAGE REQUIRED I \ / ,t A-1 BOTTOM OF TOP SLAB=10.60 W TOTAL STORAGE REQUIRED FOR 6"OF STORMWATER:3"PER TOWN OF SOUTHOLD REQUIREMENT+3"PONDING FOR SWPPP REQUIREMENTS. TOTAL...................................................19,680 SF I % BOTTOM OF STRUCTURE=6.60 WATER SERVICE W IMPERVIOUS=37,015 SF x(6712)x 1.00=18,507.5 CF 'O� F_ T -I GR.=12.20 INV.IN EL.=7.50 LANDSCAPEIPERVIOUS =40,732 x(6712)x 0.30=6,109.8 CF LANDSCAPEINATURAL AREA... 39,359 SF TC 13.55 TC 13.40 TC 13.40 I x I 1 0 BC 12.90 BC 12.90 TC 13.40 �� INV OUT EL=7.50 ( r - E - ELECTRIC SERVICE E TOTAL STORAGE REQUIRED=24,616.8 CF e TC 13.40 n BC 13.05 6 BC 12.90 x° PROPOSED 24 LF - PAVEMENT/CONCRETE AREA... 28,548 SF ° 12.93 12.93 `° 18"HDPE STORAGE REQUIRED + BC 12.90 13.45 E - ,� G GAS SERVICE G UTILIZE PROPOSED DRAINAGE RESERVE AREA GR=12.35 13.50 III II(IIIII " III /III III o v x ° 13.50 ,� AVERAGE BOTTOM ELEVATION=7,00' I ea TC 12.90 a TC 13.45 0 TC 13.20 AVERAGE TOP ELEVATION=10,80' x 1° BC 12.40 BC 12.95 1 1 BC 12.70 o� m BORING LOCATION HIGH WATER LEVEL ELEVATION=2.1' I o BOTTOM AREA=2016.4 SF 13.50 13.00 13.50 92'� � � x L J 13.50 -� ®TEST BORING TOP AREA=5,965.8 SF I I f 1 ° < ,�6 I I VOLUME OF DRAINAGE RESERVE AREA=(5.965.8+2016.4 SF)X(10.80'-7.00')=15,166.2 CF 12.25 1� $ x ° x 3 Z f 1 `" ELEV. 10.85 g 12.30 $ / r, �9 � o D' � °j a x x ALSO PROVIDE SEVENTY-SIX (76)8.5'X 4.75'LEACHING GALLEYS WITH MIN.4,-0.EFFECTIVE DEPTH I -10 ,° ++ `°' 9 PROPOSED 2-STORY x I 1,. ELEV. 8.8 _-_ 2, MIXED SAND & LOAM 76 LEACHING GALLEYS x 32 CF/VF x 4.0 VF=9,728 CF I I TC 13.30 I TC 13.40 � BUILDING#2 ° L I - BC 12.90 ELEV. 6.8 --_ 4� BROWN SILTY SAND (M) PROPOSED LEACHING GALLEYS, BC 12.80 TC 13.40 WITH 4.0'EFFECTIVE DEPTH -+- R GE ° 13.50 1ST FLOOR= 5,520 SF m BC 12.90 I ( 9,728+15,166.2 CF=24,894.2 CF IS GREATER THAN 24,616.8 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED I (TYP.OF24) �� ( 1 2ND FLOOR= 5,520 SF �; �D J PALE BROWN FINE SAND BOTTOM OF TOP SLAB=6.80 \ ° W TOTAL= 11,040 SF 13.50 FE GR.=12.15 (SP) � BOTTOM OF STRUCTURE=6.80 V.IN EL.=7.50 I 1 1 19.5' o. x r\1 (NO BASEMENT) ELEV. 2.1 --- 8.7' WATER ENCOUNTERED INV OUT EL=7.50 TC 12.90 ~(15'MIN.) BC 12.40 GR.=12.35 ° �/ EL. 50 TC14.50 i DRAINAGE STRUCTURE SCHEDULE g Z BC 13.50 TC 13.40 - 13 WATER IN PALE BROWN / FINE SAND (SP) BOTTOM BC 13.45 \ STRUCTURE EFFECTIVE TOP OF BOTTOM OF INVERT INVERT I o ' STRUCTURE TYPE RIM/GRATE OF TOP SUMP � I C � 92, EN/�XT � ENIEXT � ° ® x�k NUMBER DEPTH STRUCTURE STRUCTURE IN OUT I c� PROPOSED /,TC1325. TC 13.40 131.50 13.50 RIDGE 1�6 ELEV. -6.1 17' SLAB J140 LF 18"HDPE BC 12.75 BC 12.90 - - \ A-1 PROPOSED 4'0 PRECAST CONCRETE CATCH BASIN WITH FRAME AND CIRCULAR GRATE 12.20 11.20 10.53 7.55 -- 8.75 1.2' 12.30 TC 12.80 13.80 13.40 13.50 �3 Q I I g 12.30 BC 12.80 ° TC 12.85 TC 12.90 1 TC 13.00 \ SOIL BORING A-2 PROPOSED 2'-6"x 4'PRECAST CATCH BASIN WITH FRAME AND RECTANGULAR GRATE 12.60 11.60 10.93 8.83 -- 9.93 1' 12.85 BC 12.90 { BC 13.00 e --� •�'� 12.25 TC 13.35 RIDGE x �s / �/ / A 2 6'DIA. I TEST RESULTS A-3 PROPOSED 7-6"x 4'PRECAST CATCH BASIN WITH FRAME AND RECTANGULAR GRATE 12.25 11.50 7.50 8.50 1' NO. DATE BY DESCRIPTION W - W = oI a� ` / 1\ J ® j \ PER=ORMED BY MCDONALD GEOSERVICES A 4 PROPOSED 2'-6"x 4'PRECAST CATCH BASIN WITH FRAME AND RECTANGULAR GRATE - 10.80 10.15 -- 6.15 -- 7.60 1.45' REVISIONS W W Ll W TC 14.75 I GR.=12.60 PROPOSED 49 LF 6"DIA. ` BORINGTEST DATE 09/27/2023 BC 14.25 13.80 N.T.S. I _. 18"HDPE ® 13.40 TC 13.40 13.50 0 ,r � BC 12.90 a _ RIDGE GRAPHIC SCALE _...__. N 37 07 SO E 13.50 i 3.50 1 103.23 r I T-I 72' EN/EXT 1 F 20 0 10 20 40 80 � ° y. TC 12.90 GR.=12.35 Z �. \ TC 13.50 1 BC 13.00 BC 12.40 ._ /LU ® ,�� v I I ° PROPOSED 2-STORY IL- x (( IN FEET I 12.60 1 1 1 13.50 1 I t 12.69 0 _L J ��1:3 BUILDING#1 13.5a 5 1 inch = 20 ft. CIVIL I I TC 13.30 TC 13.40 13.50�10�' 1 ST FLOOR=4,320 SF ( >( LEACHING HOLE(TYP) A I RIDGE_ 12.90 2ND FLOOR=4 320 SF e FE ��9 664 BLUE POINT ROAD UNIT B Q' TC 12.70 ' ,�a BC 12.80 Z e w x 10"0 PIPE KNOCKOUT TO BE BC12.20 12.79 x �, do w xN°� TOTAL= 8,640SF - O 10"OPIPEKNOCKOUTTOBE 8112"--I PUNCHED OUT WHEN HOLTSVILLE, NEW YORK 11742 x ° r GR.=12.25 PUNCHED OUT WHEN STRUCTURES STRUCTURES ARE STACKED RECESSED (NO BASEMENT) ) ARE STACKED SIDE BY SIDE 91/2" [CONCRETE [631) 961-05D6 > 8„ SIDE BY SIDE ' PROPOSED 33LF "" """"' A_3 �, HEAVY DUTY GRAY IRON(CL35 COVER www.KeyCivilEnginee ring.cam PROPOSED LEACHING GALLEYS WITH ° 7"DIA. �u ou N 18"HDPE 13.50 = DRAINAGE STRUCTURE SET 4.0'EFFECTIVE DEPTH(TYP.OF 10) F.F.EL. 13.50 4"TYP to ROUND COVER SET MODEL No.: / 2" PROJECT NAME hy BOTTOM OF TOP SLAB=10,80 I ' a ° l V1600-3 RG REV/CPH2 CV UNDLU 1 BOTTOM OF STRUCTURE=6.80 w PROPOSED 52 LF PROPOSED LEACHING GALLEYS WITH ® ® ® o OR APPROVED EQUAL N I INV.IN EL.=7.50 TC 12.90 ° 13.50 13.00 13.50 18"HDPE 4.0'EFFECTIVE DEPTH(TYP.OF 28) ®® ® © © � w PROPOSED R E N E E S INV OUT EL=7.50 BC 12.40 GR.=12.35 EN/EXT - - 13.48 7P'.; 13.00 BOTTOM OF TOP SLAB=10.15 v 0 TC 13.40 13.50 BOTTOM OF STRUCTURE=6.15Uj ® ® ® ® ® ® w - - o BC 12,90 ° ° a ° INV.IN EL.=7.50 V v•o ov=v. ��,�,o u o,�,oV o , o�, o� o co J III III � I IIIIIIIII o ° WAREHOUSE I ' I _71Z TC 13.40 INV.OUT EL.=7.40 - 11950 MAIN ROAD, MATTITUCK, NY 11952 ,ti?9 TC 13.00 1 1 1 TC 12.90 TC 13.40 0�� c c / BC 12.50 13.09 I--�- -{ TC 13.40 BC 12.90 nl ;n BC 12.90 BC 12.90 SIDE VIEW o 1'4 9?" o TOWN OF SOUTHOLD, COUNTY OF SUFFOLK , ( BC 12.90 TC 12.90 ��. >( >( NOTES 1 1/2"TYF T-1 1/2" DIST.:1000, SECT.:122, BLOCK: 03, LOT:1.9 BC 12.90 x 1. CONCRETE 4,000 PSI @ 28 DAYS 3 5" END VIEW-END WALL J >( % r� T T T 2. REBAR TO BE ASTM A-615 GRADE 60 PLAN VIEW DRAWING TITLE I 9 \ 3. WELDED WIRE FABRIC ASTM A-185 g PROPOSED 33 LF TC 13.13 - +_+ - •-�-• -+ - -I- 4. DESIGNED FOR AASHTO HS-20 LOADING 24"RCP I TC 13.20 BC 12.63 12.60 - - - - 5. TOP SLAB AND WALL ARE MONOLITHIC BACKFILL AROUND LEACHING I 6. GRAVEL SHALL BE AVERAGE 3/4'CLEAN NULAR GRADING & DRAINAGE 3 I x " 6.90 1 12.70 - - - - - - - �3 WASHED AGGREGATE MATERIAL GALLEY ICON CTH ONTAINING LESS THAN 15%FINE SAND,SILT, PLAN o r rr L , BLOCK: 1 2 HEAVY DUTY GRAY IRON(CL35)DRAINAGE STRUCTURE SET BY EJ 6.5"THICK WITH#5 AT 6"E.W. AND CLAY(SILT AND CLAY N 44 56 00 E TC 13.30 �2 ROUND COVER SET MODEL No.:V1600-3 RG REV/CPH2 CV UND REINFORCED CONCRETE COVER I FRACTION NOT TO EXCEED 93.73 r 'I BC 12.80 PROPOSED 29 LF TC 12.40 LOT: S OR APPROVED EQUAL SLAB(H-20 VEHICULAR LOADING) L3"THICK REINFORCED CONCRETE 5.0%) DATE: 01/09/2024 10 24"RCP BC 11.90 ZONE: R-80 COVER(H-20 VEHICULAR LOADING) TC 13.00 12-DI . 6 FINISHED GRADE SCALE: 1" = 20' I y5 x BC12.50 13.09 l USE: RESIDENCE / / BRICK UP AS - PROPOSED RIPRAP , , / of \�/ 12"MIN GRAVEL ? 12"MIN GRAVEL OUTLET PROTECTION(TYP.)OF 2 x x x x PUBLIC WATER /\\� REQUIRED \X� I 10111 STONE SHALL BE>4"BUT<6". T 12.05 •. ; .: 2'-0"MIN w� 1'-3"MIN \\\�\ PROJECT NUMBER: 23163 CONTRACTOR TO PROVIDE C �\ I I o SUBMITTAL TO FOR FOR APPROVAL ° ° 6.90 BC 11.35 _ x 2? \ \\ 1-3'MIN DRAWING BY: RA PROPOSED 44 LF 12 BACKFILL AROUND LEACHING GALLEY I 13.50 // PROPOSED ° 18"RCP WITH GRANULAR MATERIAL ® ® ® ® ® ® ® ® ® ® ® ® 5, \\\ CHECKED BY: MP 6.90 � t 6.90 DRAINAGE 6 90 CONTAINING LESS THAN 15%FIND �* RESERVE AREA ° SAND,SILT AND CLAY(SILT AND CLAY \j ® ® ® © © ® ® ® ® ® ® ® \\� AP PROVED BY: M P I-�-15'�I FRACTION NOT TO EXCEED 5.0%) 13 10"DIA. I _ GRAVEL \ \ DOCUMENT EXCEPT EPT BY A LICENSED o ? SEAL&SIGNATURE: ALTERATION -_� 1 \ )�o 4BED t PROFESSIONAL ENGINEER IS A o 7 NEW VIOLATION OF SECTION 7209, H_W.L.10.80 _ A� \\ Ci` Y SUB-DIVISION 2,OF THE NEW YORK ° ` PROPOSED FLARED END TC 11.75 3'5" 3'5" ��e° PILor�o9,� STATE EDUCATION LAW BC 11.25 TC 11. Cry DRAWING No: / ° 12"DIA is SECTION(TYP.OF 2) 11"DIA. 2'-0"MIN. /.. �P �c a9 Nk ti6� 0 x x,1 �� 115 INV.E���� ,off B6=11.1 z"DIA. - - - - GW Bc 12 48 Y _ -�- °6 LEACHING GALLEYS&STONE WRAPPED - Ic x TC 11.90 WITH GEOTEXTILE FABRIC INDUSTRIAL 1 W R= 5.81 N J7�J 1 r40rr vv 1�Z.�Zr i NOT 'I ALED ? L=35.81 BC 11.40 TC 11.30y, "'"" / FABRICS INC.TYPAR-3401 OR APPROVED STORMWATER LEACHING GALLEY DETAIL =�F BC 10.80 EQUAL(TYP) A o TC 13.34 TC 12.3 rC 11.67 TC 11.3s TC 11.16 N.T.S. GROUNDWATER +g`> BC 12.84 BC 11. 7 BC 11.27 BC 10.95 BC 10.76 ELEVATION OA 081� a�Pv C-6 PER PLAN ROFE 1Ie'IUNIrA E D A Know what's below. 1� TC 10 89 x , 6 /� � , O RIM� x�0.9 BC 10.64 x ( AV.ED x 10.42 Call before you dig. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 6 OF 12 Y:1Key CMI\Projects12023123163_Alan Cardinale_11950 Main Road_MattitucklDrawingslKey Civi1123163_2024.02.19_SPP0.dwg �- GENERAL FOUNDATION NOTES RECEIVED � �`� 0.0 + . 0.( a C- N 1. STRUCTURAL CONCRETE AND CONCRETING PRACTICES SHALL CONFORM WITH ACI-318, "BUILDING CODE `�4 `m 1 REQUIREMENTS FOR STRUCTURAL CONCRETE." DETAILS SHALL BE IN ACCORDANCE WITH ACI-315, "MANUAL OF m� JUN B 0 2024 F� / 0.0 0.0 0.0 0v 0.0 0.1) 0.( STANDARD PRACTICE: DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." FORMWORK SHALL CONFORM / WITH ACI-347, "GUIDE TO FORMWORK FOR CONCRETE," UNLESS OTHERWISE NOTED ON THE CONTRACT 74 BLOCK: 12 South o Town �� � s DA Planning Board 17"DIA. DOCUMENTS. LOT: 2 Mat 'ituck 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 0 0.( 2. CONCRETE SHALL BE NORMAL WEIGHT STONE AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 1s tyeW ZONE: B a I AT 28 DAYS. ALL DESIGN USE: COMMERCIAL 17"°IA' ON THE BASIS OF FIELDEXP RIE CE ANDIOR TRIIAL MIXT°URESI OF A 13118N THE WATER-CEMENT RATIO FORORTIONING Ne wlSuffolk'Ave o + + + + + + + + + + + PUBLIC WATER 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.( PROPOSED MIX DESIGN SHALL ACHIEVE AN AVERAGE 28-DAY STRENGTH OF 1,200 PSI GREATER THAN THE ` c_ \A gyp• REQUIRED STRENGTH ON LABORATORY TEST RESULTS. ALL DESIGN MIXES INCLUDING HISTORICAL TEST RESULTS f ro ��\NG UEL �Fp SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW.NK �e 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 QQ + 0.0 0.0 0.0 0.0 0 0.( 3. CONCRETE SHALL HAVE A SLUMP NO GREATER THAN 4"TO WITHIN A TOLERANCE OF 1 fj 19"DIA. 20"DIA. {\ 1� � 11"DIA. i � v 60 60 co 1 I 4. EXPOSED CONCRETE SHALL BE AIR ENTRAINED,6%(WITHIN 1%TOLERANCE),CONFORMING TO ASTM C 260. /\1 + + + + 12+DIA' FS�-9"DIA. 0.0 0.0 0.0 0 3 0 0 W.0 D1 0.0 �Ul 0 0.0 0.0 0.0 0 0 0.00 O 9"D�.' 9"DIA. 5. CONCRETE SHALL BE CONSOLIDATED IN PLACE USING AN INTERNAL VIBRATOR. 25 ,E 15 9"DIA. 6. REINFORCING STEEL BARS SHALL BE BILLET STEEL CONFORMING TO ASTM A 615,GRADE 60. ALL REINFORCEMENT ¢0 01 M 00 12"DIA, 13"DIA. + + 1'S� + rs + a ° 1o"DIA. + SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED,ADDITIONAL BARS OR STIRRUPS -E-Ceglon!-A raus, 0.0 0.0 0.0 0.n 0' , �! 12QIA 6:'� 0.0 0.0 B 0.0 a .0 (y�� 0.0 .0 0.00 . , $3 7"DIA. 10"DIA. II a" SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS. BAR SUPPORTS IN CONTACT 4 SIT j� �j 9"DIA. ` WITH EXPOSED SURFACES SHALL BE PLASTIC TIPPED. ALL ACCESSORIES SHALL BE GALVANIZED. _' d 13"DIA. 1TDIA. �� P�erJ •� 10'DIA. 26"DIA. + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 s I�` .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.00 0.00 7. ALL SPLICES OF REINFORCING BARS NOT INDICATED ARE TO BELTS AS PER THE REINFORCING SPLICE SCHEDULE d„� 12"DIA. 15 n"DIA. OR 40 BAR DIAMETERS. DISCONTINUOUS ENDS OF CONTINUOUS BARS SHALL BE STANDARD HOOKS. f cP. m' r j DIA. 12"DIA. / 8. SHOP DRAWINGS OF REINFORCING TO BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION '�F., ' 0.0 0.0 0.0 0.1 0.1 0. 0.1 -117 0.0 0.0 19".`.0 0.0 0.0 0.0 0 % 0 Oo"DIA. 0.0 0.0 0.9 0.00 AND ORDERING OF MATERIAL. SHOP DRAWINGS SHALL SHOW ALL REINFORCEMENTS, SPLICE LENGTHS, BAR ® , Map data©2023 Terms Reports map error 10 rA. LENGTHS,BEND SCHEDULES,AND CONCRETE DIMENSIONS, REINFORCING LAYERS SHALL BE SHOWN SEPARATELY 14"DIA. 8"DIA. VICINITY MAP 12"DI 15 OH �� \ 1 z"DIA. B ON SHOP DRAWINGS. + + �H + '---+ + + + + 8"DIA. + + + + + + + + + + + + + + + 0 0.0 0.0 0.0 0.0 �:0 - 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 �. `0 0.� ,s DR. 0 0.0 0.0 0.0 0.0 .0 0.00 9. CONCRETE FIELD TESTS SHALL BE PERFORMED AS REQUIRED BY GOVERNING CODES BY A QUALIFIED N.T.S. \ S S INDEPENDENT INSPECTION FIRM. TESTS SHALL NOT BE TAKEN LESS THAN ONCE A DAY OR LESS THAN ONCE PER 150 CUBIC YARDS OF CONCRETE. NO LESS THAN 6 TEST CYLINDERS ARE TO BE TAKEN TO OBTAIN 7-DAY AND PROJECT DATA + C + n 28 DAY AVERAGE COMPRESSIVE STRENGTHS.o. o.o o.o o.o o.o 0.1 0 0.3 0.4 0.5 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 12"DQ a 10"DIZ-0 0.0 72" .O 0.0 /0.0 0.00 SITE LIGHTING COMPLIANCE TABLE a APPLICANT/OWNER.................... ALAN A.CARDINALE,SR. © ' 74 DIA. / 10, IF CAVING OF DRILLED HOLES ARE ENCOUNTERED, CONTRACTOR SHALL PROVIDE BENTONITE SLURRY IN 11950 MAIN ROAD 0 \ j OS 00-DIA, TOWN OF SOUTHOLD CODE-SECTION 172-5 PERMANENT CASINGS FOR DRILLED CONCRETE PIER FOUNDATIONS. MATTITUCK,NY 11952 + + + +0.0 0. O F 0.0 0.0 0.1 0.3 0.6 0.9 1.0 0.9 0.9 0.9 0.9 0.6 0.3 0.2 0.3 0.5 0.4 0.2 0. 0.0 .0�0.0 .0 0.0 0 0.0 0 PERMITTEDIREQUIRED PROVIDED I 10"DIA. 15"DIAIA. . 45 11. CONCRETE SHALL ATTAIN 80%OF THE DESIGN STRENGTH OR CURE FOR A MINIMUM OF 7-DAYS PRIOR TO THE 9"DIA. a sINSTALLATION OF THE LIGHT POLES OR ALL LIGHT POLES ARE TO BE SUITABLY BRACED AGAINST WIND LOADS, TAX MAP NUMBER..................... Dist.1000,Sect.122,Block 3,Lot 1.9 \ b MAXIMUM MOUNTING HEIGHT 18'-0" 12'-0",14'-0" 0 0 0 I 0 0.0 +� + EARTH PRESSURE,AND CONSTRUCTION LOADS DURING THE ABOVE MENTIONED TIMEFRAME. SITE AREA.................................. 77,747 SF(1.785 Acres) .1 0.4 0.9 1.8 2.2 1.9 1.4 1.3 1.6 2.0 1.9 1.1 0.5 0.6 1.3 1.5 0. 0.2 0.0 0.0 0.0 0.01 COMPLIES(11,757-13,232 or / MAXIMUM LUMENS PER LUMENAIRE 16,000 LUMENS LUMENS) ZONING..................... B-GENERAL BUSINESS N 30006'10" E 0 I 14"DIA. / (50 CURRENTUSE........................... VACANT 60.00r 0 0 j 0.0 0.1 0 0.8 1.3 I-2 T 3-4� �. - -2�fs - -3�7- -+ . -�2:-2-r .4T -3. 2.3 1.1 1.0 2.4 3.5 2. 0.4 0.0 0.0 .0 "y 0.01 MAXIMUM LUMINANCE AT PROPERTY LINE 0.05 fc/0.1 fc COMPLIES PROPOSED USE......................... COMMERCIAL WAREHOUSE 0 - - - �0 - - - - 0 ( ' (RESIDENTIAUNON-RESIDENTIAL) o00 O PROPOSED FOOTPRINT........... PROPOSED BUILDING#1....................4,320 SF PROPOSED BUILDING#2....................5,520 SF 0.0 0 0.1 0.2 1.1 2.2 .0 5.4 5 8 5 2.8 1.7 1.5 2.2 4.5 5 5 5.6 3. 3.6 5.7 3. co I0.5 0.1 0.0 0.0 0.0 0.O 1 TOTAL...................................................9,840 SF Q 16"DIA. GROSS FLOOR AREA................ PROPOSED BUILDING#1....................8,640 SF B y�Gi / + (WITH AREA BREAKDOWN) PROPOSED BUILDING#2................. 11,G40 SF 0.0 P 0. 0.1 0.2 �0 4.2� 6. �1 0 + . 2.8 1.6 1.5 2. 4.8 6 2 g .2 + .4 1.7 4.4 8.2 6. 0. 9 0.2 0.0 0.0 / 0 0.01 TOTAL...................................................19,680 SF I � + I 1 _ B LUMINAIRE SCHEDULE v v ARRAN LANDSCAPE/NATURAL AREA... 39,359 SF + + + + + + -"-+ + + + + v+ + + + + `D + + + + + + + 0.0 0.0 0.1 0.3 1 11 6. 8 1.5 4.5 8.4 5. 1.0 0.2 0.0 0. 2 ti J J.01 SYMBOL QUANTITY LABEL FIXTURE FIXTURE MANUFACTURER I FIXTURE DESCRIPTION I LUMENS MOUNTING COLOR GEMEN TOTAL PAVEMENTICONCRETERREA... 28,548 SF ° I- -�- �- 62 ° ° ° 50.5' I 1 0� ARRANGEMENT COUNT MOUNTING TYPE PER FIX. HEIGHT LLF TEMPERA WATTS WATTS I 0 0.0 + 0.1 0.7 61 8.71 6. 2. 92r 6 1.6 3.8 + + 0.7 0.1 0.0 +p/ f ^ 0.01 I I ° I ' 06 3 A SINGLE 1 LSI I MRM-LED-12L-SIL-FT-30-70CRIl LIGHT POLE 13,232 14'-0" 0.900 3000 K 85 255.0 I 33. I I 0 0.0 I 0. 0.1 + .7 .3 .4 6. a + ° w . ' 3 3.0 3. + . + 0.7 0.1 0.0 0.02 0.01 I + PROPOSED 2-STORY ° I 1 6 B SINGLE 1 LSI/MRM-LED-12L-SIL-3 30 70CR1-IH/LIGHT POLE 13,232 14'-0" 0.900 3000 K 85 510.0 Cq IBUILDING#2 M 0 0 0 lo. ®. 0.1 .3 .� 4. a o. 1ST FLOOR- 5,520 SF m o 5.5 2.3 2. 1. 0.3 0.0 0.0/ 0.02 I I 0 4 C SINGLE 1 LSI/XWM-2-LED-15L-30/BUILDING 11,757 12'-0" 0.900 3000 K 77 308.0 2ND FLOOR= 5,520 SF m / 3 0 0 0 i 0. 0 0.1 + .2 +.�1 3. 1.' W TOTAL= 11,040 SF 421 I�E 6,/ 2.0 0.9 0. 0.1 0.0 0 03 0.02 TOTAL 1073 I I t I I I (NO BASEMENT) + + + -� + + F.F. EL. 13.50 C + + + + + I 0 0.0 I 0 0 �° ,0.�1 0.1 .2 ©1 .21 2. ° .... 8 7 l.7 0.5 0.2 0.1 0.0 03 0.02 I LJ ° e�W / r SEE LUMINAIRE SCHEDULE CALCULATION SUMMARY 1 1 + + + + + + /+ + FOR NUMBER AND I ONCRETE FOUNDATION 0 0.0 + .0 I 1 + 1 0.2 + .4 1 2.5 2. 2. EN/EXT ENIEXT 0.91\ 0 � 1. 0.3 0.1 0.1 0.0 CONFIGURATION OF FIXTURES ��'\VQr LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN MAX/MIN G G G 92': ° 0.02 0.02 MIN.DIAMETER'C' r. PARKING LOT ILLUMINANCE Fc 1.09 16.2 0.00 NIA N/A 010 0.0 0.1 f+ .1 a 2 0.5 + .1 2 4.0 3. 2.0 l. 5 0.4 + - -8T -1 6 0 10.5 8.2 4.3 1. 0 0.1 0.1 0. 0.02 MOUNTING ARM BY s ; •' ` 3"CLEAR C Di LIGHTING MANUFACTURER I ASSUMED POLE �j; ®', ae COVER(TYP.) I / ® / I DIAMETER WIDTH'B ': .:' + W _ + ��- , J - - - 0. .1 2.8 5.5' 8.2\.�8! I 6/5 4 + .8 1 III 0.3 0. 0.1 0./J3 0.02 ' NO. DATE BY DESCRIPTION W W W I 6"DIA. LIGHT POLE(ALUMINUM)BY I ® ®.".• REVISIONS A - - - - x- - - - - LIGHTING MANUFACTURER I + + + ' + , + G + ° + _+ °+ + + ° + + �+ + + + + EINFORCINGTIE'E' P.0 0.0 0.�1 .4 1.4 5.9 4. 2. 1.3 1.1 0.4 0.2 0.1 .03 0.02 N 37007'50" E II G 72' EN/�cT r ° VERTICAL REINFORCEMENT BAR'F' I0 0.0 0 '1� 0 I1 0. 1.0 .4 1©1 r5.11 4. o � \+ .4 0.9 1 0.8 0.3 0.1 / 0.03 0.02 I I 1 0 f / ® 1\ / HANDHOLE WITH COVER I ;' - IW PROPOSED 2-STORY '' _ I 1 ELECTRIC CONDUIT I SECTION VIEWS 10. 0.0 V.p 1 0.2 0.4 8 CL I �.51 3. ° 2. BUILDING#1 t L + 4`,/1.8 2. 1.6 0.4 0. 0.03 STUB UP MINIMUM 1'-0" 3 I I 1 ST FLOOR=4 32 + ANCHOR G�BO BOLTS AND BASE PLATE - O SF 04 G MANUFACTURER + + +° + + + + + 2ND FLOOR=4 320 SF ; +FE + + + + + HIGH-STRENGT 3"MIN p+ 0 0 0. 0.1 0.1 .3 1 2.4 2. ° 1 z � - �; 1.0 4.7 4. 2.5 0.6 0.02 NON-SHRINK GROUT 8"MAX IN LANDSCAPE AREAS CIVIL � �. F W TOTAL - 8,640 SF / 3URB(SEE SITE PLA (WHEN LOCATED IN PAVED a d (NO BASEMENT) 1 10.03 FOR LOCATION) 1 CHAMFER( A CONCRETE BASEYELLO ) T HOLTSVILL NEW YORK 11742 R TYP REA,PROVIDE 3'MIN AND PAIN BLUE POINT ROAD, UNIT B .0 .0 0.0 ' + 0 0.0 0.1 .2 1 2.8 2. 1. - � � - - ,-«-••�".> :-��. 0.4 4.0 8.0 1 2.1 0.1 0.02 2'MIN. � W E, ° .. F.F. EL. 13.50 7 DIA + f. FINISHED GRADE [631) 961-05D6 + + + + + + °o + + + + 10 0.03 � � � � \ \ � \ � \� www.KeyC!vilEngineering.com 0. 0.0 O / 0 ' 0. 0.0 0.1 .2 2 4.3 4. W 2 0 t1.5 8. 5.4 0.7 .1 e •` � EN/EXT PROJECT NAME +d.° o.o o.c! I �. ' o 0 0.0 0.1 .5 .417.7 5. + { ° ° ° 3.6 5.8 6. 1.4 0.5 PROPOSED RENEE S ' III IIII , IIIII ° 45.1' N FOR PRECAST FOUNDATIONS.SUITABLE / tf ° ° + .04 0.04 BACKFILLMATERIALSSHALLBE I 0. 0.0 +0 40 �0 �.0 0.0 0.1 .8 .2 I �8.7 tl. 3. 4.5 + 3. l. 0 9 + .5 .7 3.1 3.3 2.2 0.3 0.1 � ":, ' '� COMPACTED TO 95%OPTIMUM DRY WAREHOUSE 3 ° + + + o : * PROCTOR DENSITY IN 9"LOOSE LIFTS 11950 MAIN ROAD, MATTITUCK, NY 11952 I + + +' _ + + + I I + + + + + + + + + + + / o.04 0.01 m TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 0 0.0 d.0 0 0.0 0.0 0.1 .5 J8.0 7.4 6 0 3. 1. 0 8 .5 1.9 2.2 1 6 0.5 0.1 0.0 / w 9 A - T - z DIST.:1000, SECT.:122, BLOCK: 03, LOT:1.9 I ' o° - + - + - + - + - + - + + o + + + / + + + + + + + + + + + + + + �"%+ + 0.03 0 ':-t :•.' AUGERED OR FORMED CAST-IN-PLACE OR DR 0.7 .0 0.0 '0. .0/ 0.0 0.0 0.1 .3 .8 4.7 5.4 5.2 6.3 5.7 3�5- +6 +0.8 +0_5+ 1.21 -3_10_ - 21.6 1.3 0.1 0.0 0.0 PRECAST CONCRETE PIER FOUNDATION AWING TITLE �I 1I o REINFORCING 4 (4,000 PSI AIR-ENTRAINED CONCRETE) I- - + - + ®+ - + - + - + - � TIESPACING'E' + n n n + n + �+ + + + + + + + + + + + + + ® + + + + + °`N44°s6'00" E _ ° ° ° °'0 O.0 .2 2.6 2.8 2.1 3.1 4.1 3L� �0 6� 2.1L _5,14 31.7 1. 0.0 0.0 0102 0.01 BLOCK: 12 SITE LIGHTING PLAN I 93.73' a l / LOT: 5 NOTE + + + + + + + + + + VERTICAL ' ' SEE LIGHT POLE FOUNDATION SCHEDULE p. 0.0 o. o.o' 0 0.0 0.0 0.0 .1 .4 1.0 7 0.6 4.1 8.0 6. 0 0.1 0.0 .02 0.01 ZONE: R-80 °:";i: : .::'. / 1z"DI a REINFORCEMENTBAR'F' FOR ADDITIONAL INFORMATION, DATE: O1/O9/2024 3 I I � USE. RESIDENCE0. LIGHT POLE FOUNDATION SCHEDULE I 0 0 0.0 0.0 0 (� 0.0 0.0 0.0 0.0 .0 + .1 0.2 0.4 0.4 0.5 0.8 0.9 0. 0.6 0.9 6.3 8.3 B 0.8 0.1 0.0 a .02 0.01 PUBLIC WATER 3"CLEAR COVER(TYP) ,'.,' SCALE: 1"= 20' MAXIMUM HEIGHTABOVE GRADE'A' 14'-0" I I ASSUMED AVERAGE POLE DIAMETER WIDTH'B' 4"(CIRCLE STEEL) PROJECT NUMBER: 23163 �o = / + c� + + + + FOUNDATION / 0. 0.0 1.0 0 0.0 0.0 0.0 0.0 .0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 .4 0.5 1 7 5.9 6.7 7 0.5 0.1 0. 0.O 1 DIAMETER'C') MAXIMUM NUMBER OF FIXTURES SINGLE DRAWING BY: RA WELL COMPACTE MINIMUM FOUNDATION DIAMETER'C' 2'-0" 3 SUBGRADE CHECKED BY: I + �+ I° + + MINIMUM FOUNDATION DEPTH'D' 4'-0" MP 0 0 0. 0. 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.5 1 9 3.9 3.3 2� 0. 0.0 0 04 0.01 M 10"DIA. / ELEVATION VIEW REINFORCING TIES'E' x #3 TIE AT 12"O.C. APPROVED BY: MP IIIII / TYPICAL LIGHT POLE FOUNDATION DETAIL VERTICAL HOOKED REINFORCEMENT (6)#6 BARS EQUALLY SPACED SEAL &SIGNATURE: + + I + o + ` + + + + + + + + + + + + + + + + + + + ALTERATION OR ADDITION TO THIS .0 0 0 / 0.0 ` 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1 3 1.8 1.6 0 4 0.0 O.O o.0 2 0.01 x_ DOCUMENT EXCEPT BY A LICENSED o N.T.S. -ADD 3 TIES,1-112"C-C,AT TOP OF THE FOUNDATION PROFESSIONAL ENGINEER IS A OF NEW y VIOLATION OF SECTION 7209, y�,��v� P1LO O^ SUB-DIVISION2,OF THE NEWYORK / 12"DIAk.,f5 � b 10"DIA. T 1 1"DIA. f 7 o O 'tiS 0 + + + + o + + + + + + + + + + + + + + + + + + + 2"DIA. n n n n n n n n n n n n n n v G L STATE EDUCATION LAW L=35.81 N 57051'40" W 182.02' � '�' * DRAWING No: R=19.96 + + + + + + + + + + + + + + + + + + + GRAPHIC SCALE w 0.0 0.0 0.0 0/0 0. 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.O 1 - _, 5''• 1 w 20 0 10 20 40 80 NOT t" ALED Fr 2 L------------, ' ,l t y 0.o 0.0 0.0 0.0 0.0 0.0 0.opRo o 0.0 0.0 0.0 0.0 O.0 0.0 0.0 0.0 0.0 1 0.0 0.0 oa1S P�' C'7 D�2�VEVVAy L------- ( IN FEET ) := ° o o� '0A �E S( / (PAVE. I inch = 20 ft. Know what's below. Call before you dig. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 7 OF 12 Y:\Key Civil\Projects\2023\23163_Alan Cardinale_11950 Main Road Mattituck\DrawingsWey CiviR23163_2024.02.19_SPPO.dwg {tio SOIL EROSION & SEDIMENT CONTROL NOTES: sdf -' 25 E 0�� 1 d� 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. r' RECEI INLET PROTECTION TYPES AND USES / o \ C' I 2. THE STORMWATER POLLUTION PREVENTION PRACTICES PROPOSED HEREON HAVE BEEN IDENTIFIED AS THE MINIMUM JUN 2 4 2�24 5� e J 8"DIA. I RECOMMENDED PRACTICES, ADDITIONAL STORMWATER MANAGEMENT FACILITIES OR PRACTICES SHALL BE INSTALLED !.� �eS `I_ �� BLOCK: 1 2 �$ 19' TYPE EXAMPLE USAGE NOTES TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN k �..1' a.�';"DIA. \r LOT: 2 x1 RUNOFF FROM EXITING THE SITE. CONTRACTOR TO NOTIFY IN WRITING AND CONSULT WITH THE ENGINEER OF RECORD Mat' 'ItUCIC 1�c a FABRIC PLACED IF ADDITIONAL MEASURES ARE REQUIRED OR IF THERE IS EVIDENCE INDICATING POTENTIAL OR REALIZED IMPACTS ON e`N1' SO: d Town Z 0 N E: B 1$ a �" n 0 UNDER INLET NOT PERMITTED THIS METHOD OF INLET PROTECTION IS NOT WATER QUALITY DUE TO ANY STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. e +t Planning Board ACCEPTABLE. eWtsVffolk�Pv p � 17"DIA. GRATE USE: COMMERCIAL 1 1g. x 3. NOTHING IN THIS STORMWATER POLLUTION PREVENTION PLAN'S DRAWINGS OR ANY ASSOCIATED REPORTS RELIEVES l N E MAXIMUM SIDE SLOPES OF 2:1. c PUBLIC WATER O N 171.v� I EXCAVATED DURING INITIAL OVERLOT GRADING MINIMUM DEPTH 1 FOOT. THE CONTRACTOR OR OWNER/OPERATOR FROM OBTAINING ANY OTHER PERMITS REQUIRED BY LAW OR COMPLIANCE •O' m 1 DROP INLET AFTER THE STORM DRAIN TRUNK IS WITH TAKING ALL REASONABLE STEPS TO MINIMIZE OR PREVENT ANY DISCHARGE IN VIOLATION OF NYS DEC OR WHICH e o. 177 G �' JEL ® MAXIMUM DEPTH 2 FEET. 3 PROTECTION INSTALLED HAS A REASONABLE LIKELIHOOD OF ADVERSELY AFFECTING HUMAN HEALTH OR THE ENVIRONMENT. p `Qj TANK e�� x,g CONTAIN 900 CF PER TRIBUTARY ACRE. 1 e"DIA. 20"DIA. MAX SLOPE OF 1%OF SURROUNDING AREA. 4. CONTRACTOR SHALL BE FAMILIAR WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND 11"DIA. FABRIC DROP DURING FINAL ELEVATION GRADING 1.5'MAX UN-REINFORCED HEIGHT OF FABRIC. SEDIMENT CONTROL ("BLUE BOOK") DATED NOVEMBER 2016, ANY REPORTS PREPARED SPECIFICALLY FOR THIS .� II INLET PHASES AFTER THE STORM DRAIN 12"DIA. 4 s"DIA. MAINTAIN OVERFLOW TO DROP INTO THE PROJECT,AND THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FOR Z� 8"DIA. PROTECTION SYSTEM IS COMPLETED 3 DROP INLET. STORMWATER DISCHARGE. �o '?. O9"DIA. B t3 7"DIA. 19;5 25 00 "DI k MINIMUM STONE BARRIER HEIGHT OF 1'. `` I -DIA, a $ 9"DIA 5. EROSION CONTROL MEASURES TO PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE ,�• b 10"DIA. 13"DIA. ,L STONE&BLOCK DURING THE INITIAL AND INTERMEDIATE MAXIMUM STONE BARRIER HEIGHT OF 2. � £" �'�1 n I 1g• SITE SHALL,AT A MINIMUM, CONFORM TO THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT !"`E Le SIT raus 0 1 B"DIA. 6"DIA. x III DROP INLET OVERLOT GRADING OF A DO NOT USE MORTAR. - gion=Av'` 1 _� 12"DIA. B CONTROL UNLESS ADDITIONAL MEASURES ARE NOTED OR REQUIRED BY THE ENGINEER OF RECORD. 7 � TC 19 08 C�J �-� %b. io"DIA. y 0a PROTECTION CONSTRUCTION SITE LIMIT HEIGHT TO PREVENT PONDING OR BC 17.78 13" 6 7"DIA. X 9"DIA. `'ik�-,?�"5 BYPASS FLOW. 'd ,3"DIA. 17"DIA. 6. IT SHALL NOT BE A DEFENSE FOR A CONTRACTOR OR AN OWNER/OPERATOR IN AN ENFORCEMENT ACTION THAT IT ,r, o"DIA, 26"DIA. USE WITH UPSTREAM BUFFER STRIPS AND WOULD HAVE BEEN NECESSARY TO HALT OR REDUCE THE CONSTRUCTION ACTIVITY IN ORDER TO MAINTAIN al IA. x fl USED AFTER PAVEMENT PAVED SURFACE WITH TEMPORARY SURFACE STABILIZATION. COMPLIANCE WITH THE NYS DEC STORMWATER DISCHARGE REQUIREMENTS OR IMPLEMENT EROSION AND SEDIMENT 12"DIA. 17"°'^ CONSTRUCTION HAS BEEN DONE WHILE 18 S' IV INLET PLACE AT INLET PERIMETER OR BEYOND. CONTROL PRACTICES. SOIL EROSION CONTROL MEASURES SHALL BE ADJUSTED/RELOCATED BY CONTRACTOR AS ec 177 14 Irk 6 iMETER DI 1z DIA, a FINAL GRADING AND SOIL �sQ` m PROTECTION STABILIZATION IS OCCURRING INTEGRATE TRAFFIC SAFETY. IDENTIFIED DURING SITE INSPECTIONS IN ORDER TO MAINTAIN EFFECTIVENESS OF CONTROL MEASURES. Pf Lys �$ 0 TC 12 47 ,ryg0 k1 '<. -"' �� Bc 11.s a ° _X DO NOT CAUSE FLOODING OR BYPASS FLOW. 4� c ° ,o" IA. Map data©2023 Terms ' Reports map error ZP /r4'D R. // x 66 8"DIA. 10"°IA "$8 FABRIC WILL EQUAL OR EXCEED THE 7• THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES SHALL BE DEEMED INCLUDED IN THE INSTALLED AND ANCHORED IN PERFORMANCE STANDARD FOR THE SILT PRICE BID FOR THE SITE WORK. OH OH 1, � SP / � �\� 12"DIA. b ' MANUFACTURED VICINITY MAP OH T x1� ACCORDANCE WITH THE FENCE FABRIC, THE INSERTS WILL BE 9"DIA V INSERT INLET MANUFACTURERS RECOMMENDATIONS INSTALLED TO PRESERVE A MINIMUM OF 50% 8. INSTALLATION OF EROSION CONTROL,CLEARING,AND SITE WORK SHALL BE DONE AS INDICATED IN THE CONSTRUCTION N.T.S. PROTECTION AND DESIGN DETAILS OF THE OPEN UNOBSTRUCTED DESIGN FLOW SEQUENCE. 115 16 / AREA OF THE STORM DRAIN INLET OPENING. 9, INSTALLATION OF EROSION CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S PROJECT DATA y2 12"DIA. rc 1 z.a3 1ti. �� 1tia o 0 5 12"DIA. o"DIA RECOMMENDATIONS AND REQUIREMENTS, -BC-1-1-9-5 I O k , • 14"DIA. x INLET PROTECTION NOTES: APPLICANT/OWNER.................... ALAN A.CARDINALE,SR. 14 �� s� 10"DIA. 1• CONTRACTOR MAY USE THE TYPE SUITABLE FOR THE SITUATION AND THEIR MEANS AND METHODS UNLESS 10. CONTRACTOR SHALL INSPECT THE EROSION AND SEDIMENT CONTROL PRACTICES AND POLLUTION PREVENTION 11950 MAIN ROAD k 1 � MATTITUCK,NY 11952 _ 13 q �// II NOTED OTHERWISE ON PLAN. CONTRACTOR MUST SUBMIT SPECIFICATION OF ANY TYPE V TO ENGINEER MEASURES BEING IMPLEMENTED AFTER EACH RAINFALL EVENT AND DAILY WITHIN THE ACTIVE WORK AREA TO ENSURE I i y a 10"DIA. 15"DIA. fj BEFORE USE. THAT THEY ARE BEING MAINTAINED IN EFFECTIVE OPERATING CONDITION AT ALL TIMES. INSPECTION OF ALL ;< 9"DIA, a a A \ // 2. THE DRAINAGE AREA FOR A STORM DRAIN INLET WITH INLET PROTECTION SHALL NOT EXCEED 1 ACRE, IMPLEMENTED PRACTICES SHALL OCCUR WEEKLY AT A MINIMUM. IF DEFICIENCIES ARE IDENTIFIED,THE CONTRACTOR TAX MAP NUMBER..................... Dist.1000,Sect.122,Block 3,Lot 1.9 I ' q :3 3. IMMEDIATELY INSTALL INLET PROTECTION WHEN A STORM DRAIN INLET IS CONSTRUCTED, SHALL BEGIN IMPLEMENTING CORRECTIVE ACTIONS WITHIN ONE BUSINESS DAY AND SHALL COMPLETE THE CORRECTIVE 4. EROSION CONTROL/TEMPORARY STABILIZATION MEASURES MUST BE IMPLEMENTED ON THE DISTURBED ACTIONS IN A REASONABLE TIME FRAME. SITE AREA.................................. 77,747 SF(1.785 Acres) ,ti6 1� 13 DRAINAGE AREA TRIBUTARY TO THE INLET. ZONING..................... B-GENERAL BUSINESS as � _ 5. TYPE IV INLET PROTECTION PRACTICES INCLUDE COMPOST FILTER SOCKS,GEO-TUBES FILLED WITH BALLAST, 11. CONTRACTOR SHALL REMOVE ANY SILT FROM SOIL EROSION AND SEDIMENT CONTROL MEASURES WHEN IT REACHES o r rr I 14"DIA. I CURRENT USE........................... VACANT N 30 06 10 E � 14"DIA. ,r,, � AND OTHER APPROVED EQUAL MANUFACTURED SURFACE BARRIERS. (1/2)ONE-HALF CAPACITY UNLESS OTHERWISE NOTED OR AS DIRECTED BY THE ENGINEER.THE MATERIAL SHOULD BE r TC 12.43 1� I- - T - _F - _ - {}� -i- - -i- - -�- - -i- - -l- - y x a its� � 6. TYPE V INLET PROTECTION PRACTICES INCLUDE DANDY SACK,FLEXSTORM CATCH-IT,ULTRATECH ULTRA-DRAIN INCORPORATED INTO THE SITE IN A STABILIZED MANNER. PROPOSED USE......................... COMMERCIAL WAREHOUSE 60.00 11�6 ry3C 11.93 k O - - - I111 _ 0 �� \ k \ ^ GUARD,AND OTHER APPROVED EQUAL MANUFACTURED INLET INSERT. PROPOSED INLET N 12. TEMPORARY SEED AND MULCH SHALL BE APPLIED TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED PROPOSED FOOTPRINT........... PROPOSED BUILDING#1....................4,320 SF T 12 PROTECTION(TYP.) rp °` INLET PROTECTION GRADE AND VEGETATED WITHIN 15 DAYS.WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON,THEY SHALL BE PROPOSED BUILDING#2....................5,520 SF BC 191 11 13 a TOTAL...................................................9,840 SF a5 rp 1 •� I 15. N.T.S. STABILIZED WITH GEOTEXTILE FABRIC AND MAINTAINED ACCORDING TO BEST PRACTICES. x 1C1 GROSS FLOOR AREA................ PROPOSED BUILDING#1....................8,640 SF 13. CONTINUE INSPECTION AND REPAIR OF STORMWATER POLLUTION PREVENTION MEASURES UNTIL THE COMPLETION OF (WITH AREA BREAKDOWN) PROPOSED BUILDING#2................. 11,040 SF F TO 7 I� CONSTRUCTION AND PERMANENT STABILIZATION IS ACHIEVED. TOTAL...................................................19,680 SF 3 I 14. REMOVE EROSION CONTROL MEASURES,SILT,AND DEBRIS UPON ESTABLISHMENT OF PERMANENT STABILIZED COVER BMP IMPLEMENTATION AND MAINTENANCE SEQUENCE OF ALL UPSTREAM/TRIBUTARY AREAS. LANDSCAPE/NATURAL AREA... 39,359SF APPROXIMATE LOCATION OF I �y�� j M PROPOSED SILT FENCE ON I I (f#� I IIIIIIII IIIIII =~ PAVEMENT/CONCRETE AREA... 28,548 SF SEQUENCE DESCRIPTION BMP ACTIVITIES MAINTENANCE FREQUENCY 15. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF PROPERTY LINE 2'OFFSET e� ° ° � ° a O� ~ FOR CLARITY) I x 1° + ° I I �� PRE-CONSTRUCTION INSTALL INLET PROTECTION ON EXISTING INLETS IN ACCORDANCE WITH ALL CITY,STATE,AND FEDERAL LAWS AND APPLICABLE CODES. I I I 92� - � 16. THESE PLANS ARE BASED ON INFORMATION AVAILABLE TO OUR OFFICE AT THE TIME OF PLAN PREPARATION. INSTALL PERIMETER SEDIMENT CONTROL/SILT FENCE ° ° I CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS AND NOTIFY OUR OFFICE IF ACTUAL SITE CONDITIONS DIFFER PROPOSED INLET INSTALL STABILIZED CONSTRUCTION ACCESS FROM THAT SHOWN ON THE PLAN,OR IF THE PROPOSED WORK WOULD BE IMPACTED BY ANY OTHER SITE FEATURES. z �- -� 1 WEEKLY OR AS REQUIRED I 11� 1ry. 11 xa$ W n PROTECTION(TYP.) x INSTALL WORK TRAILER OR MAILBOX FOR CONSTRUCTION 17. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ° + + PROPOSED 2-STORY I I 1a. PERMIT PAPERWORK STORAGE BUILDING#2 �- 18. REFER TO GRADING AND LANDSCAPING PLANS FOR ADDITIONAL INFORMATION. APPROXIMATE LOCATION OF IDENTIFY THE SOIL STOCKPILE STORAGE AND + + ° 1 ST FLOOR= 5,520 SF m I CONSTRUCTION STAGING AREAS 19. CONTRACTOR SHALL CLEAN ALL ON-SITE EXISTING&PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPE PROPOSED CONSTRUCTION Z II#1 FENCE ON PROPERTY LINE(2' I 1 I ° ° C, 2ND FLOOR=5,520 SF 'm I� EARTHWORK APPLY DUST CONTROL AT END OF PROJECT AS WELL AS ANY OFFSITE DRAINAGE STRUCTURES THAT MAY HAVE RECEIVED RUNOFF FROM THE OFFSET FOR CLARITY) I I I- -{ W TOTAL- 11,040 SF FE SITE. I I I (NO BASEMENT) INSTALL TEMPORARY RUN-OFF AND DRAINAGE CONTROL DAILY 20. CONTRACTOR SHALL PROVIDE TEMPORARY INLET PROTECTION BEYOND THE LIMITS OF DISTURBED AREA AS I I ° NECESSARY TO PREVENT SILT AND DEBRIS FROM CONSTRUCTION ACTIVITIES GETTING INTO ANY DRAINAGE SYSTEM + + -I �' F.F.EL. 13.50 � SWEEP THE SOIL ON ROADWAYS FOR WHICH THE PROJECT IMPACTS. I I ° � BUILDING CONSTRUCTION MATERIAL STOCKPILE PERIMETER CONTROL& I I w 13 AS REQUIRED � J e w /_ _� I STABILIZATION 21. CONTRACTOR SHALL LOCATE CONCRETE WASHOUT AREA, STOCKPILE AREA, AND CONSTRUCTION WASTE MATERIAL RUN-OFF AND DRAINAGE INSTALL NEW DRAINAGE SYSTEM STORAGE AREAS SO AS TO MINIMIZE EXPOSURE TO STORMWATER, CONSTRUCTION WASTE SHALL BE IMMEDIATELY Qo I PLACED IN ON-SITE STORAGE CONTAINERS UNTIL READY FOR OFF-SITE DISPOSAL.CONTRACTOR SHALL MAINTAIN SPILL i EN/EXT EN/EXT CONTROL WEEKLY OR AS REQUIRED � G G 92' � ( ln�r ( ° •\® j k 6 INSTALL INLET PROTECTION FOR NEW SYSTEM PREVENTION&RESPONSE EQUIPMENT AND MAKE AVAILABLE ON-SITE FOR USE BY CONTRACTOR'S EMPLOYEES TRAINED x1k IN THE APPLICATION OF SPILL PREVENTION&RESPONSE PROCEDURES. GRADING,DRAINAGE,& GRADE SITE AREAS UTILITY INSTALLATION AND 22. CONTRACTOR SHALL IDENTIFY LOCATION OF WASTE CONTAINERS,FUEL STORAGE TANKS,CONCRETE WASHOUT AREAS STABILIZATION STABILIZE EXPOSED AREAS AS REQUIRED AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED ON THE PLAN. VDIA � � I INSTALL EROSION CONTROL MEASURES T ° �� (® ` ® ® I 23. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND IT IS THE W W W - y� FINALIZE GRADING REMOVE TEMPORARY ESC MEASURES MONTHLY OR AS REQUIRED RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. NO. DATE BY DESCRIPTION 3 W W W - �_� 6"DIA. 2 - POST CONSTRUCTION G ° o STORMWATER MANAGEMENT CLEAN ALL DRAINAGE STRUCTURES AND PIPE THAT MAY ANNUALLY OR AS REQUIRED 24. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: REVISIONS o �E HAVE RECEIVED RUNOFF a. STABILIZED CONSTRUCTION ENTRANCE/EXIT-A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT SHALL BE _ AND INTERCONNECTING PIPE INSTALLED AT THE DRIVEWAY ON FLANDERS ROAD;THIS AREA SHALL BE GRADED SO THAT RUNOFF WATER WILL BE N 37007'50" E ' G --� � 72' EN/�EXT � I 13 INSPECTION REQUIRED RETAINED ON-SITE. N� b. INLET PROTECTION-IMMEDIATELY INSTALL FOR EACH INLET AS DRAINAGE STRUCTURES ARE INSTALLED. ✓ 103.23' I I ' It#f I 1 \ / PRE-CONSTRUCTION c. DUST CONTROL-STOCKPILES OF SOIL SHOULD BE LIMITED TO 15'MAXIMUM HEIGHT AND REMOVED OR UTILIZED / FOR SITE CONSTRUCTION AS SOON AS PRACTICABLE. SHOULD EXCESSIVE DUST BE GENERATED, THE ( I ® TRAINED CONTRACTOR:DAILY INSPECT PERIMETER SEDIMENT CONTROLS,STABILIZED UPDATE SWPPP AS CONTRACTOR SHALL APPLY WATER TO BARE SOIL SURFACES TO MINIMIZE BLOWING DUST. F. I ° ° W PROPOSED 2-STORY I L_- CONSTRUCTION ACCESS,INLET PROTECTION,AND OTHER REQUIRED I _ QUALIFIED INSPECTOR:1IbVK BUILDING#1 \- / BMPS 25. THE RIGHT-OF-WAY IS NOT TO BE USED FOR STORAGE OR STAGING OF EQUIPMENT OR MATERIALS DURING ° 0 _ 1y5 POST FINAL STABILIZATION CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THE RIGHT-OF-WAY DURING 1 ST FLOOR=4,320 SF x 4 - --- - 1tipl I N� ® i °r NOTES: CONSTRUCTION AND SHOULD INSTALL FENCING ALONG THE PROPERTY'S FRONTAGE TO LIMIT ACCESS FOR 2ND FLOOR=4,320 SF FE ,'69 CONSTRUCTION VEHICLES TO DEFINED POINTS OF INGRESS/EGRESS. CIVIL _ - w \ x 1. BMP ACTIVITIES IDENTIFIED FOR EACH PHASE DESCRIPTION SHALL BE IMPLEMENTED AT THE START OF EACH SEQUENCE CIV L M �E 1 G O v k1° x W TOTAL - 8,640 SF g AND BE MAINTAINED UNTIL PERMANENT STABILIZATION IS ACHIEVED. 26. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS PERMANENTLY OR TEMPORARILY(EXISTING DISTURBED AREA WILL 2. IMPLEMENTATION OF BMP ACTIVITIES SHALL IN NO WAY RELIEVE THE CONTRACTOR OF OBLIGATIONS REGARDING 664 BLUE POINT ROAD, UNIT B (NO BASEMENT) r OTHER CONSTRUCTION ACTIVITIES AND TIME FRAMES. 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 HOLTSVILLE, NEW YORK 11742 O ' 7"DIA. WITHIN FOURTEEN(14)DAYS FROM THE DATE THE CURRENT SOIL DISTURBANCE ACTIVITY CEASED. (6 31) S 61-050 6 F.F.EL. 13.50 W www.KeyCivilEngineering.com l 1 I <UU I ° PROJECT NAME rim I 72,.. EN/�EXT I � I °° ° III Illl ° IIIIIIIII ° ° ° �'° AREA DATA PROPOSED RENEE S l a I + I WAREHOUSE a I I I APPROXIMATE LOCATION � PROPERTY AREA................................ 77,747 SF(1.785 Acres) / 10? 6� + OF MATERIAL STOCKPILE 3 1ti. ' 1° APPROXIMATE LOCATION OF JOB 1�5 1�2 x 1yti TOTAL DISTURBED AREA.................. 77,747 SF(1.785 Acres) 11950 MAIN ROAD, MATTITUCK, NY 11952 2 x 1 I I I TRAILER AND TEMPORARY k 0 J •• SANITARY FACILITIES _ EXISTING IMPERVIOUS AREA 2,680 SF(0.062 Acres) TOWN OF SOUTHOLD, COUNTY OF SUFFOLK � � T � ®� PERVIOUS AREA 75,067 SF(1.723 Acres) DIST.:1000, SECT.:122, BLOCK: 03, LOT:1.9 APPROXIMATE LOCATION OF APPROXIMATE LOCATION - + - + - \ PROPOSED SILT FENCE ON PROPOSED IMPERVIOUS AREA 38,388 SF(0.881 Acres) DRAWING TITLE OF TEMPORARY - + - + - PROPERTY LINE(2'OFFSET k /�/\/, o SANITARY FACILITIES �3 FOR CLARITY) PERVIOUS AREA 39,359 SF(0.904 Acres) /% SOIL EROSION & N 44°56'00" E BLOCK: 12 / 93.73' , ° LOT: 5 SEDIMENT CONTROL PLAN ti / 24 ZONE: R-80 1ry5 ' I 12"DI . ��5 k 1ti,� I Q Q k1ry� USE: RESIDENCE DATE: 01/09/2024 PUBLIC WATER SCALE: 1" =20' =� o Q Q / x1ti� PROJECT NUMBER: 23163 / o 12 DRAWING BY: RA 3 /v L a CHECKED BY: MP I x o. 9 I ,o"DIA. APPROVED BY: MP 1 p 7p SEAL SIGNATURE:RE: DOCUMENT EXCEPT BY A LICENSED ALTERATION OR ADDITION TO THIS BC 2.39 o v ` VIOLATION PROFESSIONAL SECTION ENGINEER IS 0 oNEW SUB-DIVISION 2 F S THE NEW 09, ° a DIA ,<<G G PILOT STATE EDUCATION LAW. 0 x1ti9 11 12"D f3 O Q 11"DIA. YORK 2"DIA. O DRAWING No: 1ti 1�5 12. BTC 12.93C 12 48 �X�^ 11 x 11 11 lI l� 11 11 L=35.81 N 57051'40" W 182.02' co / R=19.96' APPROXIMATE LOCATION OF GRAPHIC SCALE p rc 13.34 rc 1 z.37 TC 11.67 TC 11.3s PROPOSED CONSTRUCTION .,.:;.�, -, �� \ (L BC 12.84 BC ,1.97 BC 11.27 BC 70.95 20 0 10 20 40 g0 - 1: NOT 'I'f'_i: ALED ? L-------------� FENCE ON PROPERTY LINE �0 �2�? / 0 60 % a5 I 0815 s C_8 P�' ROFE O k pRIVA TC ,D.89 RIM ( IN FEET ) µ:. .. o,o 5� TE .D Ate" °�9 L-----�� G. -. 1ti6� / x1ti )< CPAVED� k11 x1 O10.4z 1 inch = 20 ft. Know wwhaCall be bee you dig. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER J081558 8 OF 12 YAKey Civil\Projects\2023\23163_Ian Cardinale_11950 Main Road_Mattituck0rawingslKey Civi1123163_2024.02.19_SPPO.dwg 25 RECEIVED �G JUN 2 0 2024 71- Southo d Town Ma I.ttituckw< Planning Board New,$uffoik'A�e o co r V 25 �° SILT FENCE NOTES �� EXISTING PAVEMENT 1. PLACE SILT FENCE AT LOCATIONS AS SHOWN ON PLANS AS WELL AS DETAILS. Q ' �- ST 2. SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS THE FENCE AROUND THE ENDS. � E-- lon�Av" 1 rausl - Leg ' 50'MIN. 3. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE DIRECTED BY THE 1 4' 3' S• DEFINITION GOVERNING AGENCY. z 1 4. DO NOT PLACE MATERIAL AGAINST SILT FENCE. THE CONTROL OF DUST RESULTING FROM LAND-DISTURBING ACTIVITIES. "" 5. INSPECT SILT FENCE IMMEDIATELY AFTER PLACING ANY MATERIAL NEARBY. MOUNTABLE BERM 6. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY. PURPOSE ` /( d^m d�\Q� EXISTING GROUND FILTER CLOTH TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBED SOIL SURFACES THAT MAY CAUSE OFF-SITE DAMAGE, / v%' (OPTIONAL) HEALTH HAZARDS,AND TRAFFIC SAFETY PROBLEMS. Q D UNDER STONE PROFILE UPSTREAM/AREA OF DOWNSTREAM/EXISTING data©2023 Terms Report a map error 50'MIN. DISTURBANCE GROUND CONDITIONS WHERE PRACTICE APPLIES ON CONSTRUCTION ROADS,ACCESS POINTS,AND OTHER DISTURBED AREAS SUBJECT TO SURFACE DUST MOVEMENT AND -WOOD OR METAL FENCE POSTS SPACED DUST BLOWING WHERE OFF-SITE DAMAGE MAY OCCUR IF DUST IS NOT CONTROLLED. VICINITY MAP EXISTING GROUND ��- 8'-0"O.C.MAXIMUM (METAL FENCE N.T.S. APPROVED FILTER FABRIC MEETING POSTS OR APPROVED EQUAL TO BE DESIGN CRITERIA z N.Y.S.SPECIFICAA,31DE) CONSTRUCTION OPERATIONS SHOULD BE SCHEDULED TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ONE TIME.BUFFER I-•12'MIN. �w INSTALLED IN ASPHALT PAVEMENT) AREAS OF VEGETATION SHOULD BE LEFT WHERE PRACTICAL. TEMPORARY OR PERMANENT STABILIZATION MEASURES SHALL PROJECT DATA - z ROTATE POSTS TOGETHER BE INSTALLED. NO SPECIFIC DESIGN CRITERIA IS GIVEN;SEE CONSTRUCTION SPECIFICATIONS BELOW FOR COMMON x > rl' a METHODS OF DUST CONTROL. APPLICANT/OWNER.................... ALAN A.CARDINALE,SR. BEFOREINSTALLATION 11950 MAIN ROAD EXPOSE 6"OF FILTER CLOTH z N / WATER QUALITY SHOULD BE CONSIDERED WHEN MATERIALS ARE SELECTED FOR DUST CONTROL. WHERE THER IS A MATTITUCK,NY 11952 ALONG BOTH SIDES o SECONDPOTENTIAL FOR THE MATERIAL TO WASH OFF TO A STREAM,INGREDIENT INFORMATION MUST BE PROVIDED TO THE NYSDEC. PLAN VIEW SILT FENCE NO POLYMER APPLICATION SHALL TAKE PLACE WITHOUT WRITTEN APPROVAL FROM THE NYSDEC. TAX MAP NUMBER..................... Dist.1000,Sect.122,Block 3,Lot 1.9 STABILIZED CONSTRUCTION ACCESS NOTES: � 1 CONSTRUCTION SPECIFICATIONS SITE AREA.................................. 77,747 SF(1.785 Acres) 1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. A NON-DRIVING AREAS: ZONING..................... B-GENERAL BUSINESS 2. LENGTH - NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH DIG 6"WIDE o FIRST SILT I VEGETATIVE COVER-TEMPORARY SEEDING SHALL BE AS FOLLOWS: WOULD APPLY). TRENCH,BURY BOTTOM N FENCE A)RYE GRASS(ANNUAL OR PERENNIAL)AT 30 LBS.PER ACRE(0.7LBS/1000SF) CURRENT USE........................... VACANT 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. T-0"OF FILTER FABRIC, B)CERTIFIED'AROOSTOOK'WINTER RYE(CEREAL RYE)AT 100 LBS.PER ACRE(2.5 LBS/SF) 4. WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS TAMP IN PLACE P ST(TYP.) STAPLE(TYP.) USE WINTER RYE IF SEEDING IN OCTOBER/NOVEMBER. PROPOSED USE......................... COMMERCIAL WAREHOUSE OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. SECTION JOINING FENCE SECTIONS MULCH(INCLUDING GRAVEL MULCH)-MULCH OFFERS A FAST EFFECTIVE MEANS OF CONTROLLING DUST. PROPOSED FOOTPRINT........... PROPOSED BUILDING#1....................4,320 SF 5. GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. SPRAY ADHESIVES-EXAMPLES OF SPRAY ADHESIVES FOR USE ON MINERAL SOILS ARE SHOWN IN THE PROPOSED BUILDING#2....................5,520 SF 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED WOOD OR FOLLOWING TABLE: TOTAL...................................................9,840 SF BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 8'O.C. SILT FENCE/FILTER METAL FENCE POST MATERIAL WATER DILUTION NOZZLE TYPE APPLY GALLONS/ACRE 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR (TYP.) FABRIC ACRYLIC POLYMER 8:1 COURSE SPRAY 500 GROSS FLOOR AREA................ PROPOSED BUILDING#1....................8,640 SF FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL SEDIMENT SPILLED, DROPPED,WASHED OR TRACKED LATEX EMULSION 12.5:1 FINE SPRAY 235 (WITH AREA BREAKDOWN) PROPOSED BUILDING#2................. 11,040 SF TOTAL...................................................19,680 SF ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. RESIN IN WATER 4:1 FINE SPRAY 300 8. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. B DRIVING AREAS: LANDSCAPE/NATURAL AREA... 39,359 SF 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. SPRINKLING-THE SITE MAY BE SPRAYED UNTIL THE SURFACE IS WET. THIS IS ESPECIALLY EFFECTIVE ON HAUL ROADS PAVEMENT/CONCRETE AREA... 28,548 SF 10. CONTRACTOR TO ENSURE THAT THE TRACKING PREVENTION REMAINS EFFECTIVE DURING ALL CONSTRUCTION DIRECTION OF AND ACCESS ROUTES TO PROVIDE SHORT TERM LIMITED DUST CONTROL. PHASES. POLYMER ADDITIVES-POLYMERS ARE MIXED WITH WATER AND APPLIED TO THE DRIVING SURFACE IN ACCORDANCE 11. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS,DITCHES,OR WATERCOURSES. SURFACE RUNOFF PLAN WITH THE MANUFACTURER'S RECOMMENDATION. 12. CONTRACTOR TO RELOCATE TRACKING PADS AS NECESSARY. BARRIERS-WOVEN GEO-TEXTILES CAN BE PLACED ON THE DRIVING SURFACE. STONE CAN ALSO BE USED FOR 13. EXPOSE 6"END OF FILTER CLOTH ON BOTH OF THE LONGER SIDES FOR THE ENTIRE LENGTH. STANDARD SILT FENCE NOTES: CONSTRUCTION ROADS, 1. THE SLOPE OF THE LAND FOR AT LEAST 30 FEET ADJACENT AND UPSTREAM TO STANDARD SILT FENCE SHALL WINDBREAK-A SILT FENCE OR SIMILAR BARRIER CAN CONTROL AIR CURRENTS AT INTERVALS EQUAL TO TEN TIMES NOT EXCEED 5%. THE BARRIER HEIGHT. PRESERVE EXISTING WIND BARRIER VEGETATION AS MUCH AS PRACTICAL. 2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THE END POSTS SHALL BE ROLLED TOGETHER A STABILIZED CONSTRUCTION ACCESS MINIMUM OF3TIMES, MAINTENANCE N.T.S. STANDARD SILT FENCE MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS UNTIL ALL DISTURBED AREAS ARE STABILIZED. N.T.S. DUST CONTROL 2" 1/8"0 STEEL WIRE STAPLES(2 PER - 8'MIN _ NO. DATE BY DESCRIPTION STAPLE DETAIL BALE,TYP.) - _ EROSION CONTROL COVER REVISIONS 10 MIL PLASTIC - 10 MIL PLASTIC LINING-z - 1 LINING BINDING _ STOCKPILE PERIMETER ,��� ��� 1(MAX) Z WIRE oD - SEDIMENT CONTROL 10'-0"MIN. (SILT FENCE SHOWN) STOCKPILED �ii� (TYP.) y. %��i: 4 I,-, MATERIAL STRAW BALE OR CONCRETE - - ` ��i�i "". INSTALL PAD LOCK NATIVE MATERIAL i IF EXCAVATED, BLOCK(TYP.) SANDBAGS ��%<� (SEE NOTE 2) ( 2V:1H MAX SLOPE) WOOD OR METAL STAKES SECTION B-B (2 PER BALE) PLAN CONCRETE AND GROUT WASTE MANAGEMENT: "..a 1. ALL WASH OFF AND NON-SOLID CONCRETE AND GROUT WASTE MUST BE CONTAINED IN AN EXCAVATED OR ABOVE STOCKPILE NOTES: DISPLAYPER "S IPPANT E NES NTDCT CIVIL E f GROUND LINED CONSTRUCTED PIT. 1. STOCKPILE MANAGEMENT INCLUDES MEASURES TO MINIMIZE EROSION AND SEDIMENT TRANSPORT FROM SOILS OR INFORMATION(SEE NOTE 3) "COUNTRY"SIZE MAILBOX OR 2. THIS FACILITY WILL RECEIVE ALL WASH WATER FROM THE CLEANING OF CHUTES, MIXERS, HOPPERS,VIBRATORS, OTHER ERODIBLE MATERIALS STORED AT THE CONSTRUCTION SITE. SPECIAL ATTENTION SHOULD BE GIVEN TO OTHER CONTAINER ABLE TO HOLD 664 BLUE POINT ROAD, UNIT B PLACING EQUIPMENT, TROWELS, AND SCREEDS. UNDER NO CIRCUMSTANCES WILL WASH WATER FROM THESE OPERATIONS BE ALLOWED TO INFILTRATE INTO THE SOIL OR ENTER SURFACE WATERS OR STOMWATER STOCKPILES IN CLOSE PROXIMITY TO NATURAL OR MANMADE STORM SYSTEMS. PROTECTION OF STOCKPILES IS A A MINIMUM OF ONE 3"THREE RING HOLTSVI LLE, NEW YO RK 11742 MANAGEMENT FACILITIES. YEAR-ROUND REQUIREMENT. BINDER IN GOOD CONDITION. (631) 961-0506 3. CAPACITY-SIZE FACILITY TO CONTAIN SOLIDS,WASH WATER,AND RAINFALL. WASH WATER SHALL BE ESTIMATED 2. THIS DETAIL DOES NOT APPLY TO CONTAMINATED MATERIALS WHICH REQUIRE ADDITIONAL MEASURES. F� WWW.Ke CivilEn ineerin com BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS AT 1 CUBIC FOOT PER CHUTE AND 7 CUBIC FEET PER 3. LOCATE STOCKPILES AS FAR AWAY FROM BODIES OF WATER,INFILTRATION AREAS,INLETS,AND OTHER DRAINAGE Y g" g SYSTEM COMPONENTS AS POSSIBLE SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE CONSTRUCTION PERMIT PAPERWORK STORAGE NOTES: HOPPER OF THE CONCRETE PUMP TRUCK AND/OR DISCHARGING DRUM. ENVIRONMENTAL DAMAGE. 1. CONTRACTOR MUST MAINTAIN THE SWPPP BINDER IN A SECURE LOCATION,SUCH AS A JOB TRAILER,ON-SITE 4. LOCATION-LOCATE FACILITY FOR ACCESS BY TRUCKS AND FAR AS POSSIBLE FROM DRAINAGE SWAL STORM 4. LOCATE STOCKPILES A MINIMUM 50 FEET AWAY FROM CONCENTRATED FLOWS OF STORMWATER,DRAINAGE AND CONSTRUCTION OFFICE,OR MAILBOX WITH LOCK. THE SECURE LOCATION MUST BE ACCESSIBLE DURING PROJECT NAME DRAIN INLETS,WETLANDS,STREAMS AND OTHER SURFACE WATERS AND WHERE POSSIBLE,A MINIMUM OFF 100 FEET INLETS.(TOWN OF(SLIP) NORMAL BUSINESS HOURS TO AN INDIVIDUAL PERFORMING COMPLIANCE INSPECTION. � AWAY FROM SUCH. PREVENT SURFACE RUNOFF FROM ENTERING THE STRUCTURE, SIGNS SHALL BE PLACED TO 5. WEEDS SHOULD NOT BE ALLOWED TO GROW ON STOCKPILES. 2. PROVIDE A DIGIT OR CHARACTER PAD LOCK(MINIMUM FOUR DIGITS OR CHARACTERS)AND PROVIDE PROPOSED R E N E E S DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS DISCHARGED. 6. WHEN THE STOCKPILE IS NO LONGER NEEDED,PROPERLY DISPOSE OF EXCESS MATERIALS AND RE-VEGETATE OR COMBINATION TO TRAINED CONTRACTOR AND QUALIFIED INSPECTOR. A KEY SHALL NOT BE REQUIRED. 5. LINER-PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 MILS WITH NO HOLES OR TEARS,AND ANCHORED OTHERWISE STABILIZE THE GROUND SURFACE WHERE THE STOCKPILE WAS LOCATED. 3. CONTACT INFORMATION SHALL INCLUDE THE NAME AND PHONE NUMBER OF EACH OF THE TRAINED BEYOND THE TOP THE PIT WITH STAPLES AS SHOWN, AN EARTHEN BERM, SAND BAGS, STONE, OR OTHER 7. FOR STOCKPILES MAINTAINED FOR MORE THAN ONE DAY, A SEDIMENT CONTROL SYSTEM, CONSISTING OF SILT CONTRACTOR,QUALIFIED INSPECTOR,AND OWNER/OPERATOR. WAREHOUSE STRUCTURAL APPURRTT ENANCE. FENCING OR COIR LOG,SHALL BE INSTALLED AND MAINTAINED ON DOWNHILL SIDES TO CONTAIN MATERIAL. 4. PAPERWORK SHALL NOT BE TAKEN OFF SITE(SUCH AS STORED IN A WORK VEHICLE). 6. PRE-FABRICATED WASHOUTS MAY BE USED IF THEY ENSURE THE CAPTURE AND CONTAINMENT OF THE WASTE WASH AND BE SIZED BASED AS ABOVE. 7.1. FOR TEMPORARY STOCKPILES ON THE INTERIOR PORTION OF A CONSTRUCTION SITE,WHERE OTHER CONSTRUCTION PERMIT PAPERWORK INCLUDES: 11950 MAIN ROAD, MATTITUCK, NY 11952 7. MAINTENANCE: DOWN-GRADIENT CONTROLS,INCLUDING PERIMETER CONTROL,ARE IN PLACE,STOCKPILE PERIMETER A. SWPPP(STORMWATER POLLUTION PREVENTION PLAN). TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 7.1. ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE CONTROLS MAY NOT BE REQUIRED. B. NOI(NOTICE OF INTENT)ACKNOWLEDGEMENT LETTER FROM DEC. DEACTIVATED AND REPAIRED OR REPLACED IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED 7.2. PROTECT ALL STOCKPILES FROM STORMWATER RUN-ON. C. NOI SIGNED BY OWNER AND SWPPP PREPARER. DIST.:1000, SECT.:122, BLOCK: 03, LOT:1.9 OVER HARDENED CONCRETE SHOULD BE PUMPED TO A STABILIZED AREA,SUCH AS A GRASS FILTER STRIP. 7.3. FOR STOCKPILES IN ACTIVE USE,PROVIDE A STABILIZED DESIGNATED ACCESS POINT ON THE UPGRADIENT D. MS4 SWPPP ACCEPTANCE FORM, 7.2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75%OF THE STORAGE CAPACITY OF THE SIDE OF THE STOCKPILE. E. NYS DEC GENERAL PERMIT No.GP-0-15-002. DRAWING TITLE STRUCTURE IS FILLED, ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND 7.4. SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-THIRD(1/3)OF THE BARRIER F. SITE LOG BOOK INCLUDING CERTIFICATIONS,SITE INSPECTION REPORTS,AND SWPPP UPDATES. G PROPERLY DISPOSED OF OFF SITE. G. LETTER OF PERMISSION TO DISTURB>5 ACRES. SOIL EROSION & SEDIMENT . 7.3. DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION/DEMOLITION LANDFILL. ON-SITE 7.5. INSPECT STOCKPILE SEDIMENT CONTROL SYSTEM IMMEDIATELY AFTER MODIFYING STOCKPILE. DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. 7.6. REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED,OR AS DIRECTED BY THE CONSTRUCTION PERMIT PAPERWORK STORAGE TO KEEP THEM FUNCTIONING PROPERLY.THAT CASE,THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED,OR BURIED AND COVERED WITH A MINIMUM ENGINEER, N.T.S.O CONTROL DETAILS OF 2 FEET OF CLEAN COMPACTED EARTHFILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. 8. THE TOE OF STOCKPILES SHALL NOT BE [AGAINST or for Town of Islip: WITHIN 10' OF] SITE PERIMETER SEDIMENT 7.4. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. CONTROL. 7.5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN 9. FOR STOCKPILES INACTIVE FOR MORE THAN 14 DAYS, STABILIZE THE STOCKPILE TO PREVENT SEDIMENT NON-DESIGNATED AREAS. TRANSPORT USING AN EROSION CONTROL SYSTEM,CONSISTING OF TEMPORARY SEEDING AND MULCHING,PLASTIC /GEOTEXTILE COVERING,SOIL BINDERS,OR EROSION CONTROL BLANKETS. USE OF MULCH OR SOIL BINDERS ONLY DATE: 01/09/2024 CONCRETE AND GROUT WASTE MANAGEMENT IS ACCEPTABLE IF THE STOCKPILE WILL BE IN PLACE FOR NO MORE THAN 60 DAYS. 10.IMPLEMENT DUST CONTROL PRACTICES AS APPROPRIATE ON ALL STOCKPILED MATERIAL. SCALE: N.T.S. N.T.S. MATERIAL STOCKPILE PROJECT NUMBER: 23163 N.T.S. DRAWING BY: RA CHECKED BY: MP APPROVED BY: MP SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED Qc N E W PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, ���G PILOrrp9,�. SUB-DITATE DUC TIO NEW. STATE EDUCATION LAWYORK C7 �P DRAWING No: * W W T r NOT ALED n ,..,... ROFEO Know what's below. Call before you dig. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER 0081558 9 OF 12 YAKey CiviI\Projects12023123163_Alan Cardinale_11950 Main Road_Mattituck\Drawings\Key CivM23163_2024.02.19_SPPO.dwg \N 25 3` R ECEIVED Mattituck POLE MOUNTED'NO it New PARKING ANYTIME'SIGN iA�e 0 114"x 112"LG.PIN HD.BOLTS tSUffp�k O POLE MOUNTED'RESERVE a a a RESERVED WITH NUTS&LOCK WASHERS NeWILI PARKING'&'VAN d 4"WIDE PAINTED CONCRETE SIDEWALK 1'-0"x T-6"x 0.080 ALUMINUM ACCESSIBLE "o ACCESSIBLE'SIGNS STRIPE(BLUE) AND CURB PARKIN PARKING SIGN WITH IDENTIFICATION SYMBOL. `�°: BOLT TO STEEL TUBE WITH 3/8"CADMIUM 30" %. PLATED BOLTS,NUTS,AND WASHERS i/ f n V 1/4"x 112"LG.PIN HD.BOLTS �110 GREEN ARROW,LETTERS&BORDER WHITE TEXT co SEE SITE PLAN U a WITH NUTS&LOCK WASHERS AZURE BLUE O BLUE FOR ADDITIONAL u, wM.U.T.C.D."NO PARKING INFORMATION I- �4"Wll PAINTED PARKING ANYTIME"SIGN M.U.T.C.D.'RESERVED 25 �o -� z > &' 4S STRIPE(WHITE) ° PARKING'SIGN(R7-8) N ANYTIME, WHITE BACKGROUND " RED BACKGROUN 0 PAINTED ACCESSIBLE ® o. rT RED TEXT&BORDER VA GREEN BORDER E'Legion=Av raus SYMBOL(TYP) o GREEN LETTERS 74 SIT 11 c ACCESSIBLE v ='- Q �`6"x 12"x 0.080 ALUM."VAN ' NOTES ACCESSIBLE"SIGN. ° �,pye `Q ►� . I I 1. 'NO PARKING ANYTIME'SIGN SHALL CONFORM WITH CURRENT (M.U.T.C.D.R7-8P) �. 24" SEE SITE SEE SITE FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS. NOTES (MIN.) 9'-0" 9,_0„ (TYP.) (TYP.) 2. SIGN MOUNTING HEIGHT SHALL BE 60 TO 84 INCHES 1. ACCESSIBLE PARKING SIGN SHALL CONFORM WITH CURRENT , PLAN PLAN (8'MIN) (8'MIN) 0 "��f c� ° o MEASURED FROM GROUND SURFACE OF PARKING STALLS. FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS. w ® ; Map data©2Q23 Terms Report a map error NOTES: 2. SIGN MOUNTING HEIGHT SHALL BE 60 TO 84 INCHES > LL ` 1.CONTRACTOR TO APPLY 2 COATS OF PAINT POLE MOUNTED MEASURED FROM GROUND SURFACE OF PARKING STALLS. o Z GALVANIZED U CHANNEL POST o 2 a co � 2.LOCATE AT EDGE OF PARKING SPACE NOTES: �� o o z rco VICINITY MAP 1.CONTRACTOR TO APPLY 2 COATS OF PAINT NO PARKING ANYTIME" SIGN INSTALLED IN 6"DIAMETER CONCRETE o 0 PAINTED RESERVED PARKING SYMBOL (M.U.T.C.D.#R7-1,NOARROW)(NYR#7-4) POLE MOUNTED SONOTUBE.3'MIN.EMBEDMENT DEPTH o "' cq N.T.S. N.T.S. PAINTED ACCESSIBLE & STANDARD STRIPING AREA DETAIL N.T.S. "RESERVED PARKING" & "VAN ACCESSIBLE" SIGN o PROJECT DATA N.T.S. N.T.S. APPLICANT/OWNER..................•. ALAN A.CARDINALE,SR. 11950 MAIN ROAD MATTITUCK,NY 11952 TAX MAP NUMBER..................... Dist.1000,Sect.122,Block 3,Lot 1.9 STOP SIGN DETAIL SITE AREA.................................. 77,747 SF(1.785 Acres) (MUTCD#R1.1) ZONING..................... B-GENERAL BUSINESS EXISTING ASPHALT TACK COAT 1.5"THICK ASPHALTIC CONCRETE N.T.S. PAVEMENT TO REMAIN NYS TYPE 6F WEARING COURSE CURRENT USE........................... VACANT PROPOSED USE......................... COMMERCIAL WAREHOUSE .t / 2-0" PROPOSED FOOTPRINT........... PROPOSED BUILDING#1....................4,320 SF v PROPOSED BUILDING#2....................5,520 SF -----_ 7 o` `� ` TOTAL...................................................9,840 SF Jqs - -_ IX_� ��� PROPOSED LANDING.2%SLOPE MAX.I .F ':.•_' `:; iv GROSS FLOOR AREA................ PROPOSED BUILDING#1....................8,640 SF - I - - fir' I ANY DIRECTION.DESIGNED AT 1.5%SLOPE. (WITH AREA BREAKDOWN PROPOSED BUILDING#2................. 11,040 SF AST IN PLACE WINDOWS ) AS REQUIRED. • TOTAL...................................................19,680 SF � 95%STANDARD PROCTOR 3.0"THICK ASPHALTIC CONCRETE PROPOSED ACCESSIBLE CONCRETE RAMP. COMPACTED STABILIZED SOIL BASE NYS TYPE 3 DENSE BINDER COURSE 8.33%MAX.SLOPE DESIGNED AT 7.5% LANDSCAPE/NATURAL AREA... 39,359 SF THICK CRUSHED STONE I RECYCLED SLOPE.BROOM FINISH PERPENDICULAR IN 6 N DIRECTION OF TRAVEL.(TYP.) x `-<`' PAVEMENT/CONCRETE AREA... 28,548 SF CONCRETE AGGREGATE(RCA) - --" 1 1/2" NYS TYPE 45-RCA BASE COURSE Q�j I� -MEET CONCRETE WALK FLUSH WHITE PAINT i ON-SITE ASPHALT PAVEMENT SECTION a ° , FLUSH CURB 0 ALL PAINT TO BE FAST DRYING TRAFFIC PAINT, MIN.2 COATS OF "STEEL PIPE FILLED WITH 8" a " PAINT, MEETING THE REQUIREMENTS OF AASHTO M24B TYPE IN.T.S. 4'-0 �. CONCRETE AND PAINTED YELLOW PAVEMENT FLUSH.2%SLOPE MAX.IN ANY PAINT SHALL BE APPLIED AS SPECIFIED BY THE MANUFACTURER 5a" 8" PROPOSED CONCRETE LANDING TO MEET DIRECTION,LAN OR LOCATION AND SIZE.SLOPE.SIGNED AT 1.5% e�Q ROPOSED CURB SEE SITE ON-SITE PAINTED TRAFFIC ARROW DETAIL BROOM FINISH PERPENDICULAR IN P N DIRECTION OF TRAVEL.(TYP.) LA . •i � • :w NOTES 1. MANHOLE TO BE IN ACCORDANCE WITH ASTM C-478 Q `JP TOP OF PAVEMENT 2. CONCRETE 4000 PSI @ 28 DAYS. PROPOSED LANDING. 3. REINFORCEMENT AS REQUIRED FOR H-20 LOADING 2%SLOPE MAX.IN ANY t��IFS PAVEMENT MARKING NOTES: SEALANT EA DUTY GRAY IRON(CL35) S MUELLER COMPANY,SUPER DIRECTION.DESIGNED DRAINAGE STRUCTURE SET BY CAMBELL o CENTURION CATALOG#A-421,WITH(2) AT 1.5/o SLOPE. \ 0 Q� 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING ALL PAVEMENT MARKINGS AT THE SITE TO 2-1/2"NY CORP.THREAD HOSE HUBS FOUNDARY COMPANY CURB INLET SET MODEL ND.:2617 OR APPROVED EQUAL 5 Q���� LIKE KIND CONDITIONS. � AND(1)4-1/2"NC THREAD PUMPER HUB MEET CONCRETE WALK FLUSH 5 �� 2. ALL PAVEMENT MARKINGS, PARKING STALLS, PAINTED ISLANDS, FIRE LANE STRIPING, DIRECTIONAL I�I I-III III-I I I 1(- PUMPER CONNECTION Q ARROWS ETC... SHALL BE INSTALLED IN THE SAME SIZES AND AT THE SAME LOCATIONS AS PER I�III- I -III-III- ATURAL SOILS OR FACES ROAD 8" 2'-6" 8" z ((=III c ,. III=I I - COMPACTED FILL. ALL FILL ROUT AROUND EXISTING CONDITIONS&AS SURVEYED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. III-I I j : _ SHALL BE COMPACTED IL f-CONCRETE 6"GATE VALVE WITH 3 PIECE 4"MIN ENTIRE PIPE INSTALLATION OF THE PAVEMENT MARKINGS SHALL NOT RESULT IN MORE OR LESS PARKING STALLS. I III= SHALL MAXIMUM MODIFIED DRY RISER BOX AND COVER FINISHED GRADE THRUST BLOCK w _ _ LU NOTES 3. THE CONTRACTOR SHALL INSPECT THE SUBSTRATE AND CONDITIONS PRIOR TO THE INSTALLATION OF I -I I .' • -� DENSITY PER ASTM D1557 1. ON-SITE RAMPS MUST CONFORM TO SECTION 406 OF ICC/ANSI A117.1-2009 AUGERED OR FORMED CAST-IN-PLACE I `�• ' ' III PLACED IN 12"LOOSE LIFTS > THE PAVEMENT MARKINGS,AND NOTIFY THE ENGINEER IN WRITING OF CONDITIONS DETRIMENTAL TO 2. SEE SITE PLAN FOR DIMENSIONS THE COMPLETION OF THE WORK. CONCRETE PIER FOUNDATION.4,000 PSI AIR-ENTRAINED CONCRETE .' : "0 STEEL PIPE SET IN 18"0 NO. DATE BY DESCRIPTION z � AST IN PLACE PIPE 4. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN TWO (2) COATS. THE SECOND COAT SHALL BE �' HOLE FILLED WITH CONCRETE AS REQUIRED COMPACTED 12"MIN WINDOWS AS REQUIRED ON-SITE ACCESSIBLE RAMP DETAIL INSTALLED30-DAYS AFTER THE FIRST COAT. , . 4 REVISIONS ' SELECT BACKFILL d 000 P.S.I.CONCRETE N.T.S. 6„ ANCHORING TEE I " ' 5. ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE MOST RECENT VERSION OF THE AMERICANS WITH 18"SQUARE 1%2"STONE DISABILITIES ACT STANDARDS FOR ACCESSIBLE DESIGN. THE CONTRACTOR SHALL NOTIFY THE 1'-6" 3"GRANULAR BASE AT E' 3' ENGINEER IN WRITING IF IT IS DETERMINED THAT THE ORIGINAL STRIPING PLAN DOES NOT MEET THESE BOTTOM OF HOLE ; SECTION A•A REQUIREMENTS PRIOR TO THE START OF WORK. CONCRETE BLOCK 4'-0" x T-6" PRECAST CONCRETE CATCH BASIN CLASS 52 DUCTILE IRON,CEMENT LINED 6"ANCHORING PIPE 6"CRUSHED STONE BASE OR N.T.S. NYSDOT CERTIFIED R.C.A. CIVIL ENGINEERING CONCRETE THRUST BLOCK.DO NOT BLOCK HYDRANT DRAIN. A 664 BLUE POINT ROAD, UNIT B NOTE IF GROUNDWATER IS ENCOUNTERED WITHIN 7 FEET OF FINISH GRADE, HOLTSVILLE, NEW YORK 11742 HYDRANT DRAIN HOLES SHALL BE PLUGGED. 1 961-0506 HYDRANT ASSEMBLY DETAIL = 2 www.KeyCivilEngineering.com HEAVY DUTY GRAY IRON(CL35)DRAINAGE STRUCTURE SET BY EJ PROFILE N.T.S. ROUND GRATE SET MODEL No.:V3600-3 RG V3600 CV UND � � DISCHARGE TO PROJECT NAME OR APPROVED EQUALS � ""� d/2 UNCONFINED SECTION(FLARED OUTLET) PROPOSED RE N E E'S .J C#+ NIMUM TAIL WATER Cr CONDITION) WAREHOUSE 8" 2'-0" 11950 MAIN ROAD, MATTITUCK, NY 11952 ONCRETE COLLARS IF w OWN OF SOUTHOLD, COUNTY OF SUFFOLK PLUG&FERRULE T 18" INSTALLED WITHIN PAVED� DIST.:1000, SECT.:122, BLOCK: 03, LOT:1.9(TYP.) SURFACE PLUG&FERRULE 12" A a ° a7. 12" GRADE Lo CONCRETE HOUSING(3,000 PSI) � - � NOTES CONCRETE HOUSIN3 8" a PEA w14/IEi1rR • GRADE DRAWING TITLE 1. MANHOLE TO SUPPORT H-20 TRAFFIC LOADING (3,000 PSI) RISER '+ INAL GRADE 2. CONCRETE STRENGTH 4,000 PSI @ 28 DAYS PLAN 8" APPROVED SEWER PIPE 3. REBAR TO BE ASTM A-615 GRADE 60 RAME AND GRATE T APPROVED CURB BOX 4. WELDED WIRE FABRIC ASTM A-185 PRECAST I SEWER PIPEff 45°ELBOWS WITH ROD + DETAIL SHEET =PS 12"MIN CONCRETE COLLAR 45°ELBOWS 24'MAX �- 60°WYE NOOVEREALI_ EXISTING •...,.<..... d12LLj=E STABILIZED CHANNEL _ol L FLOW FLOW Flow DATE: 01/09/2024 _. 73' MIN, _9"All n n s�RmrD AGGRECATE SCALE: N.T.S. ALTERNATE A ALTERNATE B FILTER RR FILTER Ci.0, ORISEAL CURB STOP AND BOX 8"WALL 4'0 L PROJECT NUMBER: 23163 NOTES: NOTE, APRON @1 ZERO GRADE III Z,pP IPPLE w 1. CLEANOUT(S)LOCATEDIN TRAFFIC AREAS SHALL BE SIDE SLOPE �L PROEIEE MIEW DRAWING BY: RA a PROVIDED WITH TRAFFC BEARING FRAME AND COVER. > 2. ALTERNATE"A"IS FOR IALTERNATE"B"IS FOR USE CHECKED BY: MP ------- - ------- WITH BUILDING EXTENSION/CONNECTION. APPROVED BY: MP WATER SERVICE PIPE MUELLER MARK II ORISEAL p NEW CORPORATION VALVE WITH DRAIN MODEL �' � t ��� I� SEAL &SIGNATURE: ALTERATION OR ADDITION TO CEPTBYALICETHIS 12"SUMP MIN, TYPICAL CLEAN-OUT DETAIL % DOCUMENT PROFESSIONAL ENGINEER H-10284 OR APPROVED EQUAL PROFESSIONAL ENGINEER IS A WATER MAIN NOT TD SCALE {' STONE SHALL BE>4"BUT<6", o f NE W y VIOLATION OF SECTION 7209, 00 `. Q SUB-DIVISION 2,OF THE NEW YORK NOTE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES,STANDARDS FOR CONTRACTOR TO PROVIDE SUBMITTAL ��(j G PILOT 9 STATE EDUCATION LAW. DUCTILE IRON PIPE SHALL BE USED FOR WATER SERVICE LATERALS. 18 APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL GRADED AGGREGATE ",--, TO FOR FOR APPROVAL �Q �QP I,9 WATER SERVICE INSTALLATION DETAIL SQUARE SYSTEMS FOR OTHER THAN SING-E-FAMILY RESIDENCES,FIGURE 15, 1229/17 FILTER OR FILTER CLOTH ccDRAWING No: N.T.S. SECTION * ; Lu W rr NOT 2b., I ALED ? 4'-0"0 PRECAST CONCRETE CATCH BASIN/MANHOLE DETAIL RIP RAP OUTLET PROTECTION _1 os15 �� �AROF lDaP C IO E CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILOTTA, P.E. PAGE No: ANY DETAIL NOT PROVIDED IN THIS PLAN SET. NEW YORK STATE PROFESSIONAL ENGINEER 1081558 10 OF 12 Y%ey Civil\Projects12023123163_Alan Cardinale_11950 Main Road_Mattituck\Drawings\Key CivR23163_2024.02.19_SPP0.dwg 25 RECEIVED r ff L J j� � e, JUN 2 0 2024 f Mattituck � � Southold Town Newt, Planning Board ew►g�{folk'A�e o N �I �o ae CID 110 �t- Sr Ci a co 25 CURB ITYPJ !WE--L-egion�Av raus, 74 u SIT GRADE BREAK AT BOTTOM OFRAID' GRADE BREAK TO BACK OF CURB OVERCUT GREATER THAN 5'-V' 4'-O"MIN EE NOTE#1 ! D 0 0�;� ®+ ✓ .' MEET EXISTING FLUSH Map data 02023 Terms I Reporta map error SENDETAILTPAVEMENT • VICINITY MAP CONSTRUCTION DETAIL(THIS SHEEN MATCH EXISTING SLOPE — �° MAX. DISTANCE FROM ' FRONT CORNER OF 0 N.T.S. :::::::::::......:::::::. :.::.:: :: ::::::: :::::: RAM' SLOPE DETECTABLE WARNING FIELD TO BACK OF CURSI MP.I PROJECT DATA ILUTED TACK COAT EXISTING PAVEMENT s r tS E NOTE SA) ITEM 407.0102 (SEE NOTE#4) [ E ( ) 5 . APPLICANT/OWNER.................... ALAN A.CARDINALE,SR. 11950 MAIN ROAD ILUTED TACK COAT "' ' ° MATTITUCK,NY 11952 LICONCRETE CURB (ITEM 407.0102) SPECIAL ORDER RADIAL AW CUT ASPHALT PAVEMENT 11Mn DETECTABLE (ITEM 627.50140008) DROP CURB WARNING SURFACE ITYP.1 PAVEMENT RESTORATION NOTES (SEE NOTE 5CI TAX MAP NUMBER..................... Dist.1000,Sect.122,Block 3,Lot 1.9 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING EXISTING FLOWLINE GRADES AND RE-ESTABLISHING THESE SITE AREA.................................. 77,747 SF 1.785 Acres GRADES IN THE PROPOSED CURBIFLOWLINE WORK. ( ) 2. FULL DEPTH REPLACEMENT OF THE ASPHALT SHOULDER SHALL BE TAKEN TO THE EXISTING LONGITUDINAL JOINT WHERE 24" frIN" IN DIRECTION OF TRAVEL ZONING..................... B-GENERAL BUSINESS IT MEETS THE EXISTING PAVEMENT. (SEE NOTE 4) 3. VARY DEPTH OF ASPHALT BASE TO ENSURE PROPOSED PAVEMENT DEPTH MATCHES ADJACENT EXISTING PAVEMENT CURRENT USE........................... VACANT DEPTH. PROPOSED USE......................... COMMERCIAL WAREHOUSE DETECTABLE WARNING SURFACE PROPOSED FOOTPRINT........... PROPOSED BUILDING#1....................4,320 SF ASPHALT PAVEMENT RESTORATION DETAIL PLACEMENT - OPTION 3 PROPOSED BUILDING#2....................5,520 SF (FOR USE IN NYSDOT ROW) (FOR USE AT DOT RIW ALONG SUNRISE HWY.) TOTAL...................................................9,840 SF N.T.S. N.T.S. GROSS FLOOR AREA................ PROPOSED BUILDING#1....................8,640 SF (WITH AREA BREAKDOWN) PROPOSED BUILDING#2................. 11,040 SF TOTAL...................................................19,680 SF A LANDSCAPE/NATURAL AREA... 39,359 SF B Im E PAVEMENT/CONCRETE AREA... 28,548 SF 7"MIN 1/8"PITC 9"MAX �— TOWARDS —1" 6"&VARIES TO MATCH EXISTING ROADWAY + a. TOP OF ASPHALT TRUNCATED DOME ODEN5ION5 DIM. MIN. ON) MAX. (IN) =1 PAVEMENT A B A L.6" 2A" � 8 te I- -} -F C 502 - 65X OF D DIM. F D 0.9- t A Z ILL! a a CONCRETE CURB DETAIL (NYSDOT ITEM 609.04010510,TYPE VF-150) SECTIO!! E� N.T.S. DETECTABLE WARNING SURFACE (OWS) TRUNCATED DOME DETAILS DETECTABLE WARNING SURFACE (DWS) TRUNCATED DOME DETAILS NO. DATE BY DESCRIPTION (FOR USE AT DOT RIW ALONG SUNRISE HWY.) N.T.S. REVISIONS 100000'0/ �7� PAVING LIMITS (SEE NOTE 1 B) 00 BUFFER ZONE °"° 00°° CURB A GUTTER Lc (SEE NOTE 23) CIVIL GI SE I G ° ° ° _ ° 664 BLUE POINT ROAD, UNIT B BUFFER (SEE NOTE 21) HOLTSVILLE, NEW YORK 11742 . °Q 0°°° TRAVEL LANE SIDEWALK PROPOSED (6 31) 9 61-D S D 6 FINISHED RAMP C'QO(14, 4'-0" MIN. (SEE NOTE 23) G2 GRADE www.KeyCivilEngineering.com VARIES GI (SEE TABLE 5 --VARIES (SEE TABLE 5 ON SHEET 21 PROJECT NAME B-07 VAX 1.5�X MAX• ON SHEET 2) PROPOSED R E N E E'S SLOPE VARIES ALGEBRAIC IBRAI Ci HANGE IN GRADE WAREHOUSE (SEE TABLE 2 DROP CURB I" REVEAL ON SHEET 2) 11950 MAIN ROAD, MATTITUCK, NY 11952 (SEE NOTE 27) TOWN OF SOUTHOLD, COUNTY OF SUFFOLK DRIVEWAY PROFILE FOR CURBED SECTION DIST.:1000, SECT.:122, BLOCK: 03, LOT:1.9 WITH SIDEWALK IN CUT SECTION - DETAIL 3 DRAWING TITLE RAMP SIDE OPTION B: GRADED EARTH (FOR USE ON DOT RIW ALONG MAIN ROAD) (FOR USE AT SITE ENTRANCE ALONG SUNRISE HWY.) N.T.S. N.T.S. NYSDOT DETAIL SHEET DATE: 01/09/2024 SCALE: N.T.S. PROJECT NUMBER: 23163 DRAWING BY: RA CHECKED BY: MP APPROVED BY:: MP SEAL& SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, •<�'OG PILOTy�9 SUB-DIVISION2,OF THE NEWYORK n �w L STATE EDUCATION LAW. cc DRAWING No: w NOT ALED z 0816 Cj-11 . OpROFE D�,P MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER 0081558 11 OF 12 YAKey CivikProjects12023123163_Alan Cardinale_11950 Main Road_Mattituck\Drawings\Key Civi1123163_2024.02.19_SPPO.dwg �c�� WORK ZONE TRAFFIC CONTROL NOTES 25 1. MAINTENANCE AND PROTECTION OF TRAFFIC IS TO TO INVOLVE A LANE CLOSURE CLOSING ALONG THE SOUTHERN % Qa t� E I E[� TABLE 022-01: PROTECTIVE VEHICLE REQUIREMENTS TABLE 022-02: ROLL AHEAD DISTANCE FOR PROTECTIVE VEHICLES SHOULDER OF SUNRISE HIGHWAY. ----- - 2. BASIC WORK ZONE TRAFFIC CONTROL WZTC PLAN SHALL CONFORM TO ITEM 619-1.01 AND TO THE NATIONAL MANUAL NON-FREEWAY ROLL AHEAD DISTANCE (FT.f/x OF SKIP LINES FOR VEHICLES OF UNIFORM TRAFFIC CONTROL DEVICES(FHWA)AND THE NEW YORK STATE SUPPLEMENT. [JUN 2 b 2024 ROAD TYPE & SPEED_ EXPOSURE CONDITIONS PRECONSTRUCTION CLOSURE TYPE t 45 MPH 35 - 40 MPH s 30 MPH MOVING OPERATION (15 MPH MAX.). Matfiituck WORK ZONE RELATED SIGNS SHALL HAVE ORANGE BACKGROUND WITH BLACK LETTERING OR SYMBOLS. ALL SIGNS NeW\<Southold Town MUST CONFORM TO SECTION 730-05,REFLECTIVE SHEETING TYPE D,OF THE NYS STANDARD SPECIFICATIONS. fAVe Ft Planning Board (SEE NOTE 1) POSTED SPEED LIMIT PROTECTIVE VEHICLES WEIGHING PROTECTIVE VEHICLES WEIGHING NeW►Sultoly o - .. WORKERS ON FOOT OR 9,500 TO 21,999 LBS. GVW 22,000 LBS. OR GREATER GVW 4. THE CONTRACTOR SHALL FOLLOW THE DROP OFF CRITERIA AS OUTLINED IN THE NYS STANDARD SPECIFICATIONS r WORK VEHICLE EXPOSED PVH+TMIA PVL+TMIA PVL SECTION 619-3.02(A)ALL TRANSVERSE BUMPS,VERTICAL FACES,UNPAVED SURFACES,MILLED OR GROOVED PAVEMENT ` TO TRAFFIC 45 - 55 200/5 160/4 AND OTHER SURFACE IRREGULARITIES 1 INCH OR MORE IN HEIGHT SHALL BE ADEQUATELY SLOPED OR TAPERED IN 10 w r ACCORDANCE WITH TABLE 619-1 OR APPROPRIATE WARNING SIGNS SHALL BE POSTED IN ADVANCE OF THE CONDITION. LANE CLOSURE OR -NO WORKERS ON FOOT s 40 120/3 120/3 �� 1 l 0 5. PAVEMENT MARKING LOCATIONS, SIZES AND LENGTHS ON SUNRISE HIGHWAY SHALL BE AS SHOWN ON THE PLANS,OR a - ENCROACHMENT -NO WORK VEHICLE EXPOSED TO TRAFFIC AS DIRECTED BY THE NYSDOT REPRESENTATIVE. M 0 WING � -OTHER HAZARDS EXPOSED � TIE EQUIPMENT, MATERIALS) TABLE 022-03: REQUIRED SIGN SIZES# 6. ALL TEMPORARY SIGNS FOR WZTC SHALL BE COVERED AS PER ITEM 619-3.02(H)(3)-SIGN COVERINGS AND ALL EXISTING �a ' AHEAD ` NON CURRENT OR CONFLICTING SIGNS SHALL BE COVERED AS PER ITEM 645-3.09-COVERING SIGNS. 25 WORKERS ON FOOT OR SIGN NON-FREEWAY FREEWAY WORK VEHICLE EXPOSED PVH+TMIA PVL+TMIA PVL 7. ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10:00 AM AND AFTER 3:00 PM.NO LANE CLOSINGS ARE PERMITTED ON d TO TRAFFIC W8-23 WEEKENDS OR HOLIDAYS.NIGHTTIME LANE CLOSINGS WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE "�=E"Legion:Av rausl 1. SHOULDER CLOSURE 36x36 48x48 STATE PERMIT INSPECTOR. Z'G SIT �\ s=_ OR ENCROACHMENT -NO WORKERS ON FOOT `0 d� -NO WORK VEHICLE W21-8 136X36 48x48 ALSO NO LANE CLOSINGS WILL BE PERMITTED: �� �e� ;` 5 _ EXPOSED TO TRAFFIC • FROM NOON ON THE FRIDAY BEFORE MEMORIAL DAY THROUGH MEMORIAL DAY; ( ? -OTHER HAZARDS EXPOSED WARNING FLAG 18x18 i8x18 a� • INDEPENDENCE DAY; a �P Q • LABOR DAY; s TIE EQUIPMENT, MATERIALS, *FREEWAY SIZES MAY BE USED ON NON-FREEWAY, IF SPACE VETERANS DAY; F, p Q ?. EXCAVATION) FROM NOON THE DAY BEFORE THANKSGIVING THROUGH THE SUNDAY FOLLOWING THANKSGIVING DAY; CONSTRAINTS DO NOT EXIST. ® � Map data C2023 Terms Report a map error ?: ALL MOWERS SHALL BE LEGEND • THE DAY PRECEDING CHRISTMAS DAY; EQUIPPED WITH A PVL - PROTECTIVE VEHICLE LIGHT (MINIMUM GROSS WEIGHT 9.500 LBS. OR GREATER) (SEE NOTE 3) 9 CHRISTMAS DAY; VICINITY MAP o MOWER SLOW MOVING VEHICLE PVH - PROTECTIVE VEHICLE HEAVY (MINIMUM GROSS WEIGHT 22,000 LBS. OR GREATER) • THE DAY BEFORE NEW YEARS DAY; PLACARD AND 2 (18"MIND TMIA - TRUCK/TRAILER MOUNTED IMPACT ATTENUATOR • NEW YEARS DAY; N.T.S. SQUARE ORANGE FLAGS NOTE$ 8. ALL WORK AT THE SITE ACCESS POINT SHALL BE COORDINATED WITH THE APPROVED SITE PLAN.THE PROPOSED SITE PROJECT DATA 1. THE EXPOSURE CONDITIONS ASSUME THERE IS NO POSITIVE PROTECTION PRESENT. ENTRANCE MUST BE CLOSED WITH TUBULAR MARKERS,BARRICADES,AND"ROAD CLOSED"SIGNAGE IN AN APPROVED MANNER UNTIL THE NYSDOT ENGINEER-IN-CHARGE ACCEPTS ALL THE ROADWORK,SIGNING,AND PAVEMENT MARKINGS APPLICANT/OWNER.................... ALAN A.CARDINALE,SR. >, 2. TRUCK/TRAILER MOUNTED IMPACT ATTENUATORS (TMIA) SHALL NOT BE MOUNTED/INSTALLED ON DEPICTED ON THESE PLANS. 11950 MAIN ROAD VEHMATTITUCK,NY 11952 AND THECLES WITH A GROSS MANUFACTURER OF THE VEHICLE WEIGHT WEIGHT (GVW) LESS THAN WHAT IS MINIMALLY REQUIRED BY 9. PRIOR TO INSTITUTING ANY MAINTENANCE AND PROTECTION OF TRAFFIC SCHEME,THE CONTRACTOR SHALL NOTIFY ALL LOCAL EMERGENCY DEPARTMENTS. 3. THE USE OF A PROTECTIVE VEHICLE LIGHT (PVL) AS A SHADOW VEHICLE IS LIMITED TO TAX MAP NUMBER..................... Dist.1000,Sect.122,Block 3,Lot 1.9 r_ NON-FREEWAY ROADWAYS WHERE THE POSTED SPEED LIMITS IS 5 40 MPH UNLESS OTHERWISE 10. THE CONTRACTOR SHALL SCHEDULE WORK OPERATIONS TO MINIMIZE THE INTERRUPTION OF PEDESTRIAN TRAFFIC. SITE AREA.................................. 77,747 SF(1785 Acres) 500 FT. (MINIMUM) t` SEE TABLE 022-02 AUTHORIZED BY THE ENGINEER. PEDESTRIANS SHALL USE DESIGNATED PEDESTRIANIBICYCLE ROUTE THROUGH THE WORK ZONE. ZONING..................... B-GENERAL BUSINESS (13 SKIP LINES) 11. ALL DELETERIOUS MATERIAL WITHIN THE NYSDOT RIGHT OF WAY SHALL BE REMOVED DAILY OR AS ORDERED BY THE CURRENT USE........................... VACANT AND 2 MILE (MAXIMUM) � { . NYSDOT ENGINEER. THE MEANS OF REMOVAL SHALL BE ACCOMPLISHED BY A SWEEPING MACHINE. PROPOSED USE......................... COMMERCIAL WAREHOUSE (20 REFERENCE MARKERS) 12. TUBULAR MARKER PLACEMENT SHALL NOT EXCEED 40 FEET(1 SKIP LINE). PROPOSED FOOTPRINT........... PROPOSED BUILDING#1....................4,320 SF '- VEH *2 PROPOSED BUILDING#2....................5,520 SF 13. THIS WORK ZONE TRAFFIC CONTROL PLAN DEPICTS THE MINIMUM REQUIREMENTS OF NYSDOT AND DOES NOT RELEASE TOTAL...................................................9,840 SF " ( THE CONTRACTOR FROM HIS RESPONSIBILITY TO SAFELY MAINTAIN AND PROTECT TRAFFIC IN ACCORDANCE WITH GROSS FLOOR AREA................ PROPOSED BUILDING#1....................8,640 SF 10 � ° SECTION 619 OF THE NYSDOT STANDARD SPECIFICATIONS. OTHER TRAFFIC CONTROL DEVICES ABOVE AND BEYOND THOSE SHOWN ON THIS PLAN MAY BE REQUIRED TO MAINTAIN AND PROTECT TRAFFIC OR AOBE, (WITH AREA BREAKDOWN) PROPOSED BUILDING#2................. 11,040 SF M N. NOTES: +� • TOTAL...................................................19,680 SF 14, THE CONTRACTOR SHALL PROVIDE FLAGGERS WHEN SIGHT DISTANCES ARE IMPAIRED BY HIS OPERATION OR AOBE. 1. THE MOWING OPERATION IS A SPECIAL OPERATION. IT SHALL BE SCHEDULED AND LANDSCAPE/NATURAL AREA... 39,359 SF COMPLETED DURING DAYLIGHT WORK SHIFTS. THE WORK SHALL BE SUSPENDED 15. THE CONTRACTOR SHALL NOT PARK HIS EQUIPMENT OR STORE MATERIAL OVERNIGHT WHERE IT IS DEEMED BY THE PAVEMENT/CONCRETE AREA... 28,548 SF NO DURING PERIODS OF POOR VISIBILITY. ENGINEER TO BE A SAFETY HAZARD TO TRAFFIC. STORAGE WITHIN THE NYSDOT RIGHT-OF-WAY WILL NOT BE SHOULDER PERMITTED. 2. TRACTOR MOWERS SHALL HAVE AN AMBER BEACON OPERATING AT ALL TIMES. 16. THE CONTRACTOR IS ADVISED THAT NO PAVEMENT EDGE DROP-OFFS WILL BE PERMITTED WITHIN ELEVEN(11)FEET OF 3. APPROVED PERSONAL PROTECTIVE EQUIPMENT (PPE) SHALL BE WORN WHILE ON TRAVEL LANES.THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SO THAT ALL EXCAVATED WORK AREAS SHALL BE TRACTORS NOT EQUIPPED WITH AN ENCLOSED CAB. PPE IS REQUIRED WHEN EXITING BACKFILLED TO GRADE AT CONCLUSION OF THE WORK DAY. TRACTOR WITHIN RIGHT OF WAY. 17. THE CONTRACTOR SHALL NOT RESTRICT THE INGRESS/EGRESS REQUIRED FOR DRIVEWAYS ALONG SUNRISE HIGHWAY 4. IF SHOULDER AREA BECOMES T00 NARROW FOR THE PROTECTIVE VEHICLES) TO BE (NYS ROUTE 27). _ COMPLETELY ON THE SHOULDER, THE VEHICLES SHALL STAY ON THE WIDER 18. CONTRACTOR TO PLACE TEMPORARY SIGNS OUTSIDE SIGHT TRIANGLES SO AS NOT TO CONFLICT WITH THE SIGHT l SHOULDER AREA UNTIL OPERATORS CAN SAFELY DRIVE AROUND THE NARROW SHOULDER TO NEW SET-UP POINT. DISTANCE. 5. VEH •2 SHALL BE PLACED TO OPTIMIZE AND ENHANCE VISIBILITY FROM THE REAR 19. CONTRACTOR SHALL PROVIDE SIGNAGE IDENTIFYING PEDESTRIAN/BICYCLE ROUTE THROUGH WORK ZONE. OF THE OPERATION AND SHALL NOT EXCEED THE APPROPRIATE ROLL AHEAD CONTRACTOR TO PHASE SITE WORK AS TO MAINTAIN A 5-FOOT CLEAR ADA COMPLIANT PASSAGE FOR PEDESTRIANS DISTANCE VALUES. DURING CONSTRUCTION. BICYCLISTS SHALL DISMOUNT BIKE AND WALK THROUGH THE WORK ZONE IN AREA VEH •1 DESIGNATED FOR PEDESTRIAN AND BIKE TRAFFIC. 20, THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE ALL SIGNAL INTERCONNECT CABLE, DETECTOR CABLE,CONDUIT AND ALL UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION. MOWING MOWING 21. THERE SHALL BE NO WORKERS,EQUIPMENT OR OTHER VEHICLES IN THE BUFFER SPACE. AHEAD OR AHEAD 22. IF TRAFFIC SAFETY OR OPERATION ISSUES DEVELOP AS DETERMINED BY NYSDOT, LEFT TURNS INTO OR OUT OF THE PROPERTY MAY BE RESTRICTED OR PROHIBITED. ARROW PANEL PROVISIONS FOR ICE AND SNOW REMOVAL OPERATIONS MOWING AHEAD SIGN SHALL BE PLACED WHEN USING PROTECTIVE VEHICLE, MOWING W21-8 (CAUTION MODE) . ON A TEMPORARY SIGN STAND AND 1500 FT. MAXIMUM PLACEMENT IS • ® AHEAD IN ORDER TO ALLOW FOR SNOW AND ICE CONTROL BY STATE FORCES ON THE STATE HIGHWAYS AND BY LOCAL SHALL BE LOCATED ON THE SIDE OF RECOMMENDED. SEE NOTE 4 NEW YORK Department of MUNICIPALITIES ON LOCAL ROADS,THE CONTRACTOR SHALL SCHEDULE HIS WORK IN ACCORDANCE WITH THE FOLLOWING: NO. DATE BY DESCRIPTION THE ROADWAY WHERE THE MOWING STATE OF OPPORTUNITY. • OPERATION IS OCCURRING AND SHALL Transportation 1. INTERFERENCE WITH SNOW PLOWING OPERATIONS BY TUBULAR MARKERS,BARRICADES AND OTHER TRAFFIC CONTROL REVISIONS " - BE MOVED PERIODICALLY SO THAT IT P EQUIPMENT SHALL BE KEPT TO A MINIMUM. ANY DEVICES DISTURBED OR DAMAGED BY SNOW AND ICE CONTROL IS KEPT AS CLOSE AS PRACTICAL TO OPERATIONS SHALL BE REPLACED AND OR RESET AS NECESSARY AND AS SOON AS POSSIBLE BY THE CONTRACTOR. THE ACTUAL LOCATION OF THE MOWER. o MOWER MOW EEER 2 N® U.S. CUSTOMARY STANDARD SHEET .. 2. DRAINAGE FRAMES,GRATES AND COVERS AND OTHER CASTINGS SHALL NOT BE ADJUSTED IN A TRAVEL LANE UNLESS s / SHOULDER w8-23 WORK ZONE TRAFFIC CONTROL THE FINAL PAVEMENT COURSE IS TO BE PLACED PRIOR TO THE ONSET OF SNOW AND ICE WEATHER.STEEL PLATES,ETC. SHALL NOT PROTRUDE ABOVE THE ADJACENT PAVEMENT,IF ANY OF THESE PROTRUSIONS EXIST IN A NON-TRAVEL LANE ' NON-FREEWAY PRIOR TO A SNOW AND ICE CONDITION,THEN TEMPORARY ASPHALT RAMPS MUST BE PLACED SO THAT FOR EVERY ONE SHOULDER CLOSURE/LANE ENCROACHMENT MILLIMETER OF RISE,THERE IS AN EIGHTY MILLIMETER RUN OF RAMP. i MOWING OPERATION PROTECTIVE VEHICLE 3. ALL PAVEMENT CUTS SHALL BE RESTORED TO THE ADJACENT PAVEMENT GRADE TO ELIMINATE RECESSED AREAS PV - (EITHER PVH OR PVL) WHERE SNOW CANNOT BE PLOWED OR WHERE PLOWS MAY SNAG. CIVIL NOT TO SCALE SEE TABLE 022-01 APPROVED DECEMBER 2, 2021 ISSUED UNDER El 21-028 4, WHERE THE MAINTENANCE AND PROTECTION OF TRAFFIC SCHEMES REQUIRE INSTALLATION OF SINGLE OR MULTIPLE 664 BLUE POINT ROAD '1Z0?ww-t:-a{ RUNS OF TEMPORARY CONCRETE BARRIER, THE CONTRACTOR SHALL REMOVE ANY SNOW REMAINING ALONG A , UNIT B TEMPORARY BARRIER EVEN IF IT IS THE RESULT OF SNOW PLOWING OPERATIONS BY STATE FORCES OR OTHERS,THE HOLTSVILLE, NEW YORK 11742 ERRATA 1 EFF. 09/01/23 ROBERT LIMOGES, P.E. 619-022 INTENT IS TO PREVENT ACCUMULATED SNOW FROM MELTING ONTO TRAVEL LANES WITH POSSIBLE REFREEZING. (6 31) 9 61-05 0 6 ISSUED WITH EB 23-016 DIRECTOR, OTSM 5. THE CONTRACTOR SHALL BEGIN SNOW REMOVAL WITHIN REASONABLE TIME AFTER NOTIFICATION BY THE ENGINEER. WWW.KeyCivilEngineering.COm PROJECT NAME PROPOSED RENEE'S WAREHOUSE 11950 MAIN ROAD, MATTITUCK, NY 11952 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK DIST.:1000, SECT.:122, BLOCK: 03, LOT:1.9 DRAWING TITLE WORK ZONE TRAFFIC ROAD CONTROL PLAN WORK IN DATE: 01/09/2024 AHEAD SCALE: N.T.S. PROJECT NUMBER: 23163 "A' N E AHEAU DRAWING BY: RA Z 2 FT MIN CHECKED BY: MP BICYCLE WARNING SIGN IN LANE SIGN AHEAD SIGN APPROVED BY: MP M (W11-1) (NYW5-32P) (R3-17A) Iz N.T.S. N.T.S. N.T.S. pp �+ SEAL Of SIGNATURE: DOCUMENT EXCEPT BY A LICENSED 1� ALTERATION OR ADDITION TO THIS O� N E W PROFESSIONAL ENGINEER IS A C VIOLATION OF SECTION 7209, SUB-DNATEEDISION2,OFTIO NEWYORK STATE EDUCATION LAW. _ _ co '� DRAWING No: -, �_, ; 4, WALKWAY NOT t+_ \ ALED �2 DRUM CHANNELING DEVICE DETAIL HEIGHT AND LATERAL LOCATION OF SIGNS `� �' '� 2 N.T.S. (TYPICAL INSTALLATION) t)815 v ' N.T.S. OpROFE �0� MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 12 OF 12 Y:\Key Civil\Projects\2023\23163_Alan Cardinale_11950 Main Road_Mattituck0rawings\Key Civil\23163-2024.02.19 SPPO.dwg