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Home My WebLink About1000-114.-8-5 (3) GENERAL SITE NOTES e�a % 1. UNSUITABLE MATERIAL,CONSTRUCTION DEBRIS,EXCESS SOILS,ETC.SHALL BE PROPERLY REMOVED AND DISPOSED OF BU LK ZONING TABLE OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND LAWS. s ZONING DISTRICT:RO 2. THE CONTRACTOR IS RESPONSIBLE TO TAKE EROSION CONTROL MEASURES NECESSARY IN ACCORDANCE WITH NYS ITEM SECTION PERMITTEDIREQUIRED PROPOSED STANDARDS AND SPECIFICATIONS FOR EROSION&SEDIMENT CONTROL TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS 2$4 FROM WASHING ONTO ADJACENT ROADWAYS AND PROPERTIES. tt 48ff MINIMUM LOT AREA ATTACHMENT 40,000 SF 21,451.73 SF(0.4$ACRES) 3. ALL ON-SITE CONCRETE SHALL BE IN CONFORMANCE WITH ACI PROVISIONS. ALL CURBING SHALL BE CONCRETE UNLESS d �• OTHERWISE NOTED. Nlattitu' -Cltchar `1 { 'Ur"'.' r 1HigI'1 SCI1 I �C MINIMUM LOT WIDTH 150' 89.16, [E] 4. RELOCATION AND/OR REMOVAL OF EXISTING UTILITY POLES, TRAFFIC SIGNS, ETC., SHALL BE COORDINATED BY THE ' TAX LOT 7 cn MINIMUM LOT DEPTH 175' 216.28' CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFYING THEIR PRESENCE. m o MINIMUM FRONT YARD 50' 48.6' [E] 5. CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE FREE 4t1�1 LAND N/F JOHN LOPER Z O I FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL DETERMINE ?� PLAS. o I MINIMUM SIDE YARD 15, 21.1' EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUTTING IN ORDER TO PERFORM THE WORKSCOPE DEPICTED ON 9l 251 SHED m THE PLANS. TWO FT MINIMUM FROM CURBS, PADS, WALKS, AND WALLS TO PERMIT PROPER COMPACTION OF THE BOTH SIDE YARDS MIN. 35' 49.7' 9 REPLACED SURFACES. /` L 0�rr,La y of Goad V rratook N74°07'30"E 89.16' MINIP�IUMREARYARD 50' 137.7' /Calansel (. hurC I"'""� :::Pon( 6' STOCKADE FEN. 6. REMOVAL INCLUDES, BUT IS NOT LIMITED TO. CURBING, PAVEMENT, UNSUITABLE MATERIALS, AND UNDERGROUND MINIMUM LIVABLE PIPING. QUESTIONABLE ITEMS ENCOUNTERED ABOVE AND/OR BELOW GRADE SHALL BE BROUGHT TO THE ATTENTION --T c---�r- Cn 850 SF N/A { ) �U P� , e 0 6' TOCKADE FEN. m FLOOR AREA OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE. MP\NP0 � �QJ/ N w zo°i° 10.2 101,-•- -JIII MAXIMUM LOT 7. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO EXISTING c} �� [ � U (", /// R.R.T. WALL COVERAGE W UrO[k Ave 21,051.73 SF x 0.2=4,210.35 SF 2,150 SF 121,051.73 SF=0.102 FOUNDATIONS AND OTHER STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE JO (22"� [ o rr1 APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF EXPOSED AND/OR BELOW GRADE PROPOSED TRASH ENCLOSURE ^ y MAXIMUM BUILDING FOUNDATIONS/WALLS/SIDEWALKS AND PAVEMENT TO REMAIN,AND SHALL PROVIDE A SAFE WORK AREA. ANY DAMAGE t4eW Suffolk �` , . HEIGHT 35 <35'(COMPLIES) ON CONCRETE PAD.TRASH TO Q rn OR DISTURBANCE DUE TO SUBJECT WORKSCOPE SHALL BE REPAIRED TO LIKE-KIND CONDITIONS AT THE m 4.t"a o S BE PICKED UP BEFORE OR rn N MAXIMUM NUMBER OF CONTRACTOR'S EXPENSE. r AFTER BUSINESS HOURS. 02 STORIES 2 2 o �' O 11.8' 8. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC DURING � . R5 PERMITTED USE §280-38.A.(3)(d) PROFESSIONAL OFFICES PROFESSIONAL OFFICE(DENTIST) REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL, ACCESS, AND SAFETY PROVISIONS WITHIN THE R.O.W. AND ACCESS VICINITY MAP c' h-9 RS TAX LOT 3 ROUTES(E.G.ACCESSIBLE RAMPS, PEDESTRIAN CROSSWALKS,SIDEWALKS,PAVEMENT STRIPING,ETC.)SHALL BE THE 1"=1,000' ASPHALT CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL DETERMINE APPROPRIATENESS OF REMOVAL ACTIVITIES rn DRIVEWAY ' AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND SAFETY OF THE PUBLIC UNTIL PERMANENT Fn COMPONENTS/REPLACEMENTS CAN BE INSTALLED, PROJECT DATA EXISTING LIGHTPOLES TO BE 9 IFS SHORING AT A DEPTH GREATER THAN 5' IS REQUIRED TO ACCOMMODATE CONSTRUCTION C APPLICANT.................................. DR.MICHAEL KAMPOURAKIS H I I N ACTIVITIES, IT SHALL BE REMOVED(TYP.IN WORK AREA) 14695 MAIN ROAD CONC; THE CONTRACTOR'S RESPONSIBILITY TO RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN THE REQUIRED MATTITUCK,NY 11952 Z . . . SHEETING AND SHORING DETAILS.SHEETING SHALL BE IN CONFORMANCE WITH OSHA REQUIREMENTS. PROPOSED . . o ASPHALT PROPOSED PARKING CALCULATIONS PAVEMENT. ETE CURB 10 OWNER....................................... NANK HOLDINGS LLC _ CONCR THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION,SIZE,TYPE,AND DEPTH OF UTILITIES, 14695 MAIN ROAD '�' (TYP-) ITEM SECTION PERMITTEDlREQUIRED PROPOSED I ' . .',�,," ,'�.', ,' ' m PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MUST CONTACT THE APPROPRIATE MATTITUCK,NY 11952 m. Q ? EXISTING GARAGE WITH(2) 5 SPACES PER PHYSICIAN OR DENTIST LOCAL"ONE CALL"SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD tt I 16 PAVED STALLS TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 8,Lot 5 f PARKING STALLS TO REMAIN(TYP.) 1 DENTIST=5 MINIMUM STALLS PRIOR TO ANY WORK AT THE SITE.ANY DISCREPANCIES BETWEEN THE FIELD LOCATIONS AND THE PLANS SHALL BE MINIMUM NUMBER OF §280-78. 2 GARAGE STALLS �"' � ." - • ' ' • " ' ' REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY. THE CONTRACTOR IS ADVISED THAT UTILITY INFORMATION SITE AREA.................................. 21,051.73 SF(0.48 Acres) PARKING STALLS A. 1 DENTAL HYGIENIST=5 MINIMUM STALLS 18 TOTAL STALLS 00 SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS,ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND ? (INCLUDES 1 ACCESSIBLE STALL) CURRENT ZONING..................... RO EXISTING DRAINAGE TOTAL-10 STALLS REQUIRED ACCESSIBLE IN THE FIELD,AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED 0. ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY PROPOSED ZONING.................. NO CHANGE STRUCTURE TO BE 5, C V, MINIMUM AISLE §280 78 C 22'(REDUCED T016'FOR SIXTY DEGREE 30, COMPANIES PRIOR TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES DISTURBED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. CURRENT USE........................... PROFESSIONAL OFFICE DENTIST REMOVED BETWEEN ROWS ANGLES PARKING) (DENTIST) EXISTING WOODEN `" "` PROPOSED USE......................... NO CHANGE WALL TO BE REMOVED d, 20.3' MINIMUM STALL SIZE §280-78.C. 9'x 19' 9'x 19' 11. THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL OF a �,' .. . . ,. . . .R ..'. ." (D TAX LOT 4 STRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, FROZEN EXISTING FOOTPRINT............... 1,795.64 SF(INCLUDING GARAGE) PROPOSED ADA SIGN bo GARAGE MINIMUM STREET AT LEAST ONE 15'LANE FOR PARKING AREAS MATERIALS,ROOTS AND OTHER ORGANIC MATTER. STONES USED SHALL NOT BE LARGER THAN 61NCHES IN DIMENSION. EXISTING GROSS TYP_ • . ,. • • • . G.FL 15.23 LAND N F JAMES HINSCH 280-78.D. WITH 4 TO 20 SPACES. TWO LANES,MINIMUM 10.6 FT 2,150 SF ( ) / ACCESS WIDTH § PRIOR TO PLACEMENT OF FILL MATERIALS,UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE THAT AREAS TO FLOOR AREA................................ TWO LANES FOR 20 SPACE OR MORE. BE FILLED ARE FREE OF STANDING WATER,FROST,FROZEN MATERIAL,TRASH AND DEBRIS, PLACE FILL MATERIALS IN El HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% PROPOSED NO o,, 0 3 P.11NIh4UM DRIVEWAY OPTIMUM DENSITY. GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. PARKING SIGN(TYP.) �; EXISTING 3'x 3'GENERATOR ON DISTANCE FROM §280-78.D. 50, 80' /' 3. . . '� ��. . . . STREET INTERSECTION REFER TO GEOTECHN!CAL REPORT(IF PROVIDED)FOR FURTHER RECOMMENDATIONS. REFER TO GRADING PLAN FOR PROPOSED . . . . . . .. 10 CONCRETE PAD TO REMAIN p BLUE STRIPING "EXITPROPOSED PROPOSED SURFACE ELEVATIONS. PROJECT SCOPE � , . PROPOSED"DO NOT MAXIMUM DRIVEWAY SIG '"' GRADE WITHIN 25'OF §280-78.D. 6% <6% EXPANSION INTO REAR YARD FOR 10 ADDITIONAL PARKING STALLS EXISTING BELGIA^1 BLOCK G ENTER"SIGN(TYP.OF 2) 12. UNDERGROUND STORAGE TANKS, IF ENCOUNTERED: SHALL BE EMPTIED, CLEANED AND REMOVED FROM THE SITE IN INCLUDING NEW SITE DRAINAGE,LANDSCAPING AND LIGHTING. CURB TO REMAIN R26,6'. STREET LINE ACCORDANCE WITH FEDERAL,STATE,COUNTY,AND LOCAL REQUIREMENTS. TAX LOT s PROPOSED NO PARKING SIGN(TYP.) MAXIMUM DRIVEWAY ® . 7.3' "• . • " PROPOSED WHITE GRADE §280 78.D. 10% <10% 13. PROPOSED TREE PROTECTION FENCE TO BE INSTALLED BEFORE THE START OF REMOVAL ACTIVITIES AND TO BE LAND N/F RONALD W. SCHWEIZER rs� r �^,'. R47.2' STRIPING(TYP.) REMOVED AFTER CONS & DOROTHY J. SCHWEIZER CONSTRUCTION IS COMPLETE. : . ,. ,�."I .' ,I . •. . � NO PARKING SPACES EXISTING SOFFIT LIGHT ;' 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES _..r.. . POSED"DO NOT SHALL BE LOCATED IN PRO TO BE REMOVED ` ENTER"SIGN(TYP.OF 2) RESIDENCE DISTRICT PROFESSIONAL OFFICE IS REGARDING MATERIALS AND INSTALLATION OF PROPOSED WORK,FOR OBTAINING THE REQUIRED PERMITS,SIGN OFFS, EX/SIING B1LC0 DOOR TO REMAIN UNLESS THE USE IS §280-78,H. MUST BE PERMITTED USE PERMITTED USE IN RO EXISTING 15.6' AND CONSTRUCTION INSPECTIONS,ACCORDING TO GOVERNING BUILDING CODES AND DISPOSAL OF ALL MATERIAL IN ADA RAMP 2c PERMITTED IN SUCH ACCORDANCE WITH STATE AND LOCAL LAW. 21.i' RESIDENCE DISTRICT (BLOC.) . I '` '' TING'--EXIS A/C UNIT TO REMAIN 28.6' WHERE PARKING AREA OVER 5 SPACES ABUTS 15. SIDEWALKS,CURBS,OR OTHER EXISTING SITE APPURTENANCES DAMAGED BY CONSTRUCTION SHALL BE REPAIRED OR BLDG. c REPLACED IN KIND OR UNLESS NOTED OTHERWISE UNO WHETHER SPECIFIED ON THIS PLAN OR NOT, AT THE SOLE �� / .( . • .), OR IS WITHIN 15'OF SIDE OR REAR LOT LINE IN ( )� 2 EXISTING BELGIAN BLOCK 6.2' 10.7'. RESIDENTIAL PARKING §280-78. ANY RESIDENCE DISTRICT,SAID PARKING SHALL EXISTING 6'HIGH STOCKADE COST OF THE CONTRACTOR, CURB TO REMAIN FENCE&PROPOSED DENSE 2 STORY BUFFER K.(1) BE SCREENED FROM SUCH ADJOINING LOT BY EXISTING DENTAL 6 0412812022 AP REV.PER PLANNING BOARD COMMENTS 14695 � EXISIT(NG GENERATOR TO REMAIN PLANTINGS PROVIDED 16. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS. f] OFFICE TO # SUBSTANTIAL WALL,FENCE,OR THICK HEDGE ( REMAIN PROPOSED PAINTED APPROVED BY PLANNING BOARD.GEN.4'-8'HIGH 5 03/30/2022 AP UPDATE LIGHTING 2,150 N , DIRECTIONAL 17. SEQUENCE AND COORDINATION OF CONSTRUCTION IS SOLELY THE CONTRACTOR'S RESPONSIBILITY. F.F. 16.87 / WITH FLOOR AREA OF 5,000 F TO 25,000 SF, 4 03/09/2022 PD REV.PER TOWN COMMENTS ARROWS(TYP.OF 4) OFF-STREET LOADING §280 79 ONE BERTH. 18. ANY UTILITIES INCLUDING POLES REQUIRED TO BE RELOCATED DUE TO THE INSTALLATION OF THE REQUIRED 1 STORY EN/EXT PROPOSED FOR PROFESSIONAL 2 NO BERTH PROVIDED IMPROVEMENTS SHALL BE RELOCATED AT THE EXPENSE OF THE CONTRACTOR. 3 09/01/2021 PD AO SUBMISSION TO PLANNING DEPARTMENT CONCRETE CURB ESTABLISHMENT BUILDING IS LESS THAN 5,000,THEREFORE NO a/ 2' (TYP.) BERTH IS REQUIRED 19. ALL TRAFFIC ROAD MARKINGS,ROAD SIGNS,AND LIGHT SIGNALS THAT MAY HAVE BEEN MOVED OR DAMAGED IN THE 2 06/1612021 PD REVISED SITE LAYOUT PROCESS OF CONSTRUCTION SHALL BE RESTORED AT THE APPLICANT'S EXPENSE TO AT LEAST THE SAME QUALITY AND [ n RJ O ® ; CHARACTERISTICS THAT EXISTED BEFORE CONSTRUCTION BEGAN. THE APPLICANT SHALL BE FURTHER RESPONSIBLE 1 02/20/2020 LC REVISED PARKING LAYOUT __,EXISTING CURB TO 2015 IBC TO INSURETHAT, IN TEL ROADWAYS ADJACENT TO THE CONSTRUCTION SITE,THESE MARKINGS,SIGNS AND SIGNALS, ] SLATE I MINIMUM NUMBER OF 1 CI25 TOTAL SPACES PROVIDED IN PARKING NO. DATE BY DESCRIPTION \ REMAIN (TYP.) ACCESSIBLE STALLS TABLE FACILITIES=MINIMUM 1 STALL 1 ACCESSIBLE STALL PROVIDED ARE MAINTAINED DURING THE ENTIRE PERIOD OF CONSTRUCTION.IF REPLACEMENT OR UPGRADE IS REQUIRED,SAME 1106.1 MUST BE APPROVED BY THE TOWN OF SOUTHOLD ENGINEERING DEPARTMENT. REVISIONS \ EX!SITING"EXIT ONLY DO NOT 20, ALL ACCESSIBLE PARKING, CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE \EXISTING SIGNAGE ENTER"SIGN TO BE REMOVED [E] EXISTING NON-CONFORMITY REQUIREMENTS OF THE IBC 2015 CODE CHAPTER 11-ACCESSIBILTY ADOPTED BY NEW YORK STATE,THE 2016 UNIFORM ( AREA TO REPU1IAN p 6, 0- ' CODE SUPPLEMENT,AND IOC/ANSI A117.1-2009. PROPOSED 21. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED = EXISTING SHRUB ENTER"SIGN(TYP.) �. \ WITH THE PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A #:- F® Q TO REMAIN CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES,IT IS THE CONTRACTOR'S / \ /' RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY :_ .;...::.....: J V THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ' [ 108'- \ n' ® 26 LEGEND LOCAL REGULATIONS AND CODE. I i *SV� PROPOSED STREET TREE(WIRE ' �1 . / 1, 0 FRIENDLY).SEE LANDSCAPE EXISTING ITEM PROPOSED 22. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST O.S.H.A.STANDARDS AND REGULATIONS, / EXISTTNG"ENTER"SIGN ® a ° PLAN SHEET C-3. OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS 6 54 BLUE POINT ROAD, UNIT B TO BE RELOCATED 2 [ v° ��6, ®® PROPERTY LINE RESPONSIBLE FOR DETERMINING THE"MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE HOLTSVILLEs NEW YORK 11742 I" CRITERIA OF O.S.H.A.,AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROPOSED"STOP"&"DO NOT CO o' p PROCEDURES. (6 S 1 1 9 B 1-O 5 O B ENTEP."SIGNS(TYP.OF2) � '" v[ ? SPNPV ,�- °v oQQ'Qc�aw BUILDING 23. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEAN-OUT TOPS SHALL BE ADJUSTED, IF WWW.Ic@1fOiYllEClltlEm@1'it1C�.0011'9 REQUIRED,TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. PROJECT NAME'. EDGE OF P VEM�NA CONCRETE CURB 24 WRIT NG OF ANY CONF CASE OF 1CCTg IES BETWEEN PLANS AND FIELD CONDITIONS,IMMEDIATELY NOTIFY THE PROJECT ENGINEER IN PROPOSED"DO NOT 2525. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARYR T PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL i ENTER"SIGN(TYP.) SOURCES AND DISPOSAL FACILITIES.CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO PROJECT ENGINEER AND MA T CURB WALL OWNER PRIOR TO INITIATING WORK. EArANIS 10 IN11 FORK OU S . R EXISTING DENTIST OFFICE N Y e I DE) 26. CONTRACTOR SHALL DOCUMENT,WITH PHOTOS,CRITICAL STAGES OF CONSTRUCTION AND PROVIDE TO ENGINEER OF 14695 MAIN ROAD, MATTITUCK, NY 11952 TO BE REMOVED EXISTING UP-LIGHT FOR SIGN ( ` 6 6 T� a PARKING COUNT O RECORD AT END OF CONSTRUCTION. TOWN SOUTHOLD, COUNTY OF SUFFOLK 27. THE CONTRACTOR SHALL PERFORM THE WORK AS SHOWN ON THE PLANS AND SPECIFIED HEREIN,THE PLANS SHOW DIST.:1000, SECT.: 114, BLOCK: 8, LOT: 5, ZONE RO • THE GENERAL SCOPE OF THE WORK AND DO NOT NECESSARILY SHOW ALL DETAILS REQUIRED FOR COMPLETE FINISHED ADA STALL 1"" WORKING SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIALS AND LABOR AS DRAWING TITLE NECESSARY FOR THE CONSTRUCTION OF COMPLETE WORKING SYSTEMS. NEI (1) DRAINAGE INLET 0 2$. ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE(NEC). SITE PLAN 29. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY OR PROTECTED WITH TEMPORARY FENCING IN COMPLIANCE WITH OSHA REQUIREMENTS. MANHOLE REFERENCES DATE: 06/16/2021 SAWCUT LINE ------- THESE PLANS REFERENCE: SCALE: 1"= 20' NOTE:AS PER PLANNING BOARD CONDITION, IN BOUNDARY SURVEY ADDITION TO LANDSCAPE PLANTINGS AS PER THE PROJECT NUMBER: 19195 DOOR LOCATION PREPARED BY: APPROVED SITE PLAN, FENCING ALONG THE EAST,EN/EXT GD SCALICE LAND SURVEYING P.C. 99-105 WEST HOFFMAN AVENUE WEST AND NORTH REAR YARD PROPERTY LINES DRAWING BY: PD LINDENHURST,NY 11757 SHALL BE MAINTAINED IN ORDER TO MAINTAIN TMUNIr.- SIGNMPUPSUANT'OEOU7r.OI,DI", CQnt"-VtCU!D.N DATED:01/29,2019 SUFFICIENT SCREENING OF PARKING AREA. CHECKED BY: JP GRAPHIC SCALE r!�131M ACKN1TvVLEDGGS TIIAT TILE'CON,..MONS 0,'117 ETM rLww 20 0 10 20 40 RO Arr."OVAL S�E7�F.°TH IN THE 1'.I'SOLLMON OF API'I:12VAL DATED STREET TREE O SITE VISIT FOR TOPO BY: s�l�rMTAIPE ACCEPTED(SEZ COit".�-nONS O'N FI!;'�*JLLT1'jon KEY CIVIL ENGINEERING APPROVED BY: JP ON 04/13 2021 FLEAE"' J'�` / ! `7 _� (L ` p 1� / ALTERATION OR ADDITION TOTHIS // -__----. ^7+�1/ SEAL &SI ( IN FEET ) ©W � / r RECEIVED DOCUMENT EXCEPT CT A LICENSED 7209 BUILDING ARCHITECTURAL LAYOUT C�OF NC- PROFESSIONAL ENGINEER IS A F �� P Y� VIOLATION OF SECTION 720�J TELEPHONE POLE PREPARED BY: [ 1R, ERq (� SUB-DIVISION 2,OF THE NEW YORK 1 inch = 20 ft. AV-7i 1-1ZED SIGNATURE 71TU DATE MANCINI MUI � � Gay IV !.� STATE EDUCATION LAW 222 MIDDLE COUNTRY ROAD,SUITE 314 MAY 17 2022 L/ �z F APPi,JY1PU LY SMITHTOWN,NY 11787 I �G ` TOWN OF"LrHCLDP1.ANNT�G BOARD -ori------- OVERHEAD WIRES 1�-_---..- CITY NEC r �,, DRAWING No: DATED: � utnoid Town �� l ' Of RECORD SITE PLAN 'landing Board '�pa� �� nl� ALE AREA LIGHT Q ® APPROVED BY TOWN OF SOUTHOLD ON 2/12/2001 Z t'1iAt�1';F*5(�V S :,v.�ri,�. 1?A7E PREPARED BY DONALD FEILER,ARCHITECT N � Ud?. _ -k 11725 MAIN ROAD 0 FIN �� ; ©o s )ONA NOTE: � d 'w I�Ru� �p ~ ik e:e2t�(I� MATTITUCK,NY 11952 BUILDING LIGHT (516)298-5453 9C(- N I VICINITY MAP BACKGROUND DATA PROVIDED BY MAPS.GOOGLE.COM CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINE R N PERANTEAU, P.E. PAGE No: OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION. NEW YORK STATE PROFESSIONAL ENGINEER 1083937 1 OF 6 YAKey Civir,.Projects\2019kl9195_Mancini-14695 Main P,oad_Matt,tuck\Drawings\Key CiviA19195-2022 04.28-SPP6.dwg GRADING & DRAINAGE NOTES 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. ° 2. STORMWATER RUNOFF COEFFICIENTS PER TOWN OF SOUTHOLD: ® ; a. ROOF=1.00 f' 48 b. PAVEMENT/IMPERVIOUS=1.00 PCs) Q Q QQ PROPOSED CURB WALL TYPE II(TYP.) TAX LOT 7 3. PROVIDE STORMWATER RUNOFF STORAGE FOR 2"RAINFALL PER TOWN OF SOUTHOLD REQUIREMENTS Q Q Q Q Nlattltuck-Cutchog 4. DRYWELL DESIGN CAPACITY: - 0 - 0 Q Q Q 'JKSr Nigh SCh I ' LAND N/F JOHN LOPER a. 8'DIAMETER=42.24 CF/VF ° Q PLAS. � b. 10'DIAMETER =fi8.42 CF(VF 0 / � ti SHED c. 12'DIAMETER=100.88 CF/VF I ® ¢' v, N74°0T30"E 89.16' 5. ALL PROPOSED DRAINAGE INTERCONNECTING PIPING SHALL BE SMOOTH WALL HDPE WITH A MINIMUM DIAMETER OF 12 ) � ° ® _..... INCHES. �. `". .".. Q Our,Lady of Good �`�' 1at�atc��k 20.10 j �° 6. TOP OF EFFECTIVE DEPTH IN LEACHING STRUCTURES SHALL BE NO HIGHER THAN THE GRATE ELEVATION OF THE azy �C0Luf sel Church l r � � LOWEST INLET IN THE IMMEDIATE SYSTEM. „ ° Pend �• `1. a � y: TC 17.75 m 7. GROUNDWATER WAS NOT OBSERVED FOR 12.3 FEET BELOW GRADE AS PER SITE PLAN PREPARED BY DONALD G.FEILER Mp�NR P vg� PROPOSED CURB or` I ARCHITECT APPROVED BY TOWN ON FEBRUARY 12TH, 2001. AS PER USGS DEPTH TO GROUNDWATER VIEWER, Q BC 17 25 5 GROUNDWATER IS DETERMINED TO BE 14 FEET BELOW GRADE.FOR DESIGN PURPOSES, 12.3 FEET BELOW GRADE(EL. ® a t t, tuck eW Sraffo►#,AVe' ' WALL TYPE II TYP. �` rn C E%3r TO BE .iG," ® ° (TYP.) p N 1.85)WILL BE U„ED. TO BE RE4,VED poll / TW 18 50 O° Tf PROPOSED CURB BIN 8. ALL LANDINGS AND WALKWAYS SHALL HAVE A MINIMUM OF 1.0% CROSS SLOPE AWAY FROM THE BUILDING OR SLOPE Q SU WALL TYPE I(TYP.) TC 17.25 - 17.10 ; ' '' TOWARDS AN INLET/LOW SPOT. i TC 17.80 EXISTING DENTAL j fj'I BC 16.75 TAX LOT 9. CONTRACTOR SHALL CLEAN ALL EXISTING/PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES AT THEOFFICE N BC 17.25 END OF CONSTRUCTION. I .'.1a®7 RIM±16.95 TC 17,50 ' 1 srair ENSXT VICINITY MAP EXISTING 8'0 LEACHING GALLEYS TO REMAIN. I "',. BC 17.00 10. ALL ACCESSIBLE PARKING, CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE Il�) ' 1"=1,000' CONTRACTOR TO MODIFY STRUCTURES AND RIM t16.42 REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11-ACCESSIBILTY AND ICCJANSI Al17.1 -2017.ACCESSIBLE >� COVERS TO BE FLUSH WITH PROPOSED Z --- STALLS SHALL HAVE NO SLOPE GREATER THAN 2.0% IN ANY DIRECTION AND THE PROPOSED SIDEWALK SHALL NOT PROJECT DATA GRADES.REFER TO NOTE#17 EXCEED A 5.0%RUNNING SLOPE AND 2.0% CROSS SLOPE. ry APPLICANT................................. .MICHAEL KAMPOURAKIS y 11. LOCATION OF EXISTING UTILITY SERVICES ARE UNKNOWN AND SHALL BE CONFIRMED INDEPENDENTLY BY THE 1D4fi95 MAIN ROAD o �� GR.15.75 �� CONTRACTOR WITH THE UTILITY COMPANIES AND/OR PRIVATE MARK OUT COMPANIES PRIOR TO COMMENCEMENT OF v�i 14695MATTIMAIN NY 11952 ' 24.4'(15'MIN.) h �o CONSTRUCTION. ` ) - PROPOSED.10'0 ) OWNER....................................... NANK HOLDINGS LLC Iv ) �7, 1 DRYWELL TYP. \� ray 4 /` "' ``mil _ ( ) 12. ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. b o ® 14695 MAIN ROAD \ �` TC 16.50 �, " M.ATTITUCK,NY 11952 00 15. p�n� BC 15.50 BC 16.00 13, IF WET CONDITION IS ENCOUNTERED,CONTRACTOR SHALL USE 3/4"CLEAN WASHED STONE IN LIEU OF SAND BACKFILL. tee+ u TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 8,Lot 5 EXISTING DRAINAGE ti` STRUCTURE TO BE TC 16.10 ��p-y �� 14. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS EMPLOYEES,THE GENERAL gp•DD• �- SITE AREA.................................. 21;051.73 SF(0.48 Acres) REMOVED 15.10 15.25 PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC R.O.W.'S, ETC. DURING ALL CONSTRUCTION AND 0 AD BC 15.60 15.43 ?b U CURRENT ZONING..................... RO - Q REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL CODES AND REGULATIONS. THE A I 1 y TE 25) PROPOSED ZONING.................. NO CHANGE EXISTING SEPTIC N OWNER AND ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTOR'S SAFETY PROGRAMS&PROCEDURES IN TANK TO REMAIN AND �1 • - q, z � 2 .3 M p O CONNECTION WITH THE WORK. N. R wIn CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) COVERS TO BE ) J 15.24 z �j TAX LOT 4 ( Y. E) E KIGTiNG DP{:GI<f FOR SIG'1 � ADJUSTED TO BE 8o GARAGE zo TO BEREMCUED (66 FLUSH WITH PROP. a. '- 15.19 G.FL 15.23� LAND N/F JAMES HINSCH 15. REMOVAL INCLUDES,BUT IS NOT LIMITED T0,CURBING,PAVEMENT,UNSUITABLE MATERIALS,AND UNDERGROUND PROPOSED USE......................... NO CHANGE / ♦ GR.14.85 }' PIPING. QUESTIONABLE ITEMS ENCOUNTERED(ABOVE AND/OR BELOW GRADE)SHALL BE BROUGHT TO THE ATTENTION /r 1 � .� EXISTING FOOTPRINT............... 1,795.64 SF(INCLUDING GARAGE) GRADE 15.15 A f3 A 0 3 OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE.a �\ � 15.19 "' EXISTING GROSS 2,150 SF 15.15 TC 16.00 16. CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE FREE FLOOR AREA................................ R T P BC 15.50 w d Q� 15.30 PROPOSED 4'0 FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL DETERMINE �` 14.95 CATCH BASIN(TYP.) EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUT IN ORDER TO PERFORM THE WORKSCOPE DEPICTED ON THE 15.10 r�� . "; PLANS. TWO FT MINIMUM FROM CURBS,PADS,WALKS,AND WALLS TO PERMIT PROPER COMPACTION OF THE REPLACED TAX LOT 6 TC 15.75 /i 15.00 BTW C 115.50 SURFACES. DRAINAGE TRIBUTARY AP PROJECT SCOPE BC 15.25 ( ,; 14.88 17. LEACHING RINGS SHALL BE REMOVED AS NECESSARY SO THAT A MAXIMUM 2 FOOT COLLAR WILL BE PROVIDED.EXISTING EXPANSION INTO REAR YARD FOR 10 ADDITIONAL PARKING STALLS CHWEIZER --' 7.3' i W. S TOP LAB F T A LAND N F RONALD / -,- 0 S 0 STRUCTURE SHALL BE REMOVED AND SET ASIDE FOR REUSE AS THE NEW TOP SLAB AFTER THE LEACHING /� C NG INCLUDING NEW SITE DRAINAGE LANDSCAPING A / R.14.70 � / G AND LIGHTING. W & DOROTHY J. SCHWEIZER RING ELEVATION HAS BEEN CORRECTED. EXISTING DRAINAGE GRATE SHALL BE REPLACED WITH A SOLID LOCKINGjol A-5 MANHOLE COVER.IT IS ESTIMATED THAT 4'OF RINGS SHALL BE REMOVED IN THE NORTHERN LEACHING POOL AND 3'OF TW 16.00 RINGS SHALL BE REMOVED IN THE SOUTHERN LEACHING POOL. m I PROPOSED 'I '�..i - BW 15.40 CURB WALL 205' 1 TYPE I(TYP.) TC 15.00 7.A BC 14.50 ` EXISTING DENTAL 2 STORY PROPOSED SAWCUT OFFICE TO #14695 I' -- TC15.90 LEGEND TO BE FLUSH WITH ' 14.55 REMAIN BC 15.40 EXISTING ASPHALT 2,150 SF :r; EXISTING ITEM PROPOSED 6 04/28/2022 AP REV.PER PLANNING BOARD COMMENTS GRADE F.F. 16.87 j �EN/EXT I" 5 03/30/2022 AP UPDATE LIGHTING 1 STORY ;, PROPOSED SAWCUT TO D I AGE STRUCTURE SCHEDULE ...e PROPERTY LINE BE FLUSH WITH EXISTING ASPHALT GRADE STRUCTURE EFFECTIVE TOP OF BOTTOM INVERT INVERT 4 03/09/2022 PD REV.PER TOWN COMMENTS NUMBER STRUCTURE TYPE DEPTH RIM/GRATE RINGS OF RINGS IN OUT SUMP ' 15.36 i BUILDING 3 09/01/2021 PD SUBMISSION 70 PLANNING DEPARTMENT A-1 PROPOSED 10'0 CONCRETE DRYWELL WITH FRAME AND GRATE 6' --- 13.00 7.00 --- 11.80 --- REVISED SITE L A-2 PROPOSED 10'0 CONCRETE DRYWELL WITH FRAME AND SOLID COVER 6' 13.00 7.00 11.65 2 06�16/2021 PD RE LAYOUT t {` / I n 1 02/20/2020 LC REVISED PARKING LAYOUT 4-3 PROPOSED 10'0 CONCRETE DRYWELL WITH FRAME AND SOLID COVER 6' 13.00 7.00 11.30 11.80 CONCRETE CURB EXIST NG STORMWATER I ' DRAINAGE STRUCTURE NO. DATE BY DESCRIPTION '' TO REMAIN �: A-4 PROPOSED 4'0 CATCH BASIN --- 14.85 13.52 --- --- 11.85 10.85 1 IL � CURB WALL REVISIONS s ' A-5 PROPOSED 10'0 CONCRETE DRYWELL WITH FRAME AND GRATE 6' 14.70 12.50 6.50 11.50 B-1/ { 1 ADA STALL j „ I ` �>:"''��""" "0""'`" � � ® DRAINAGE INLET x � / W� , b o o STORMWATER DESIGN CALCULATIONS 0 MANHOLE ® �,`: � ' �►� ' v . g�• TRIBUTARY DRAINAGE AREA=8,936.75 SF I o1, E64 BLUE POINT ROAD, UNIT B STORAGE REQUIRED SAWCUT LINE ------- HOLTSVILLE NEW YORK 11742 ' v v �o&4rQd W IMPERVIOUS=8,939.75 SF x(2"/12)x 1,00=1,489.96 CF 1 80 . 00 vv. Cb TOTAL STORAGE REQUIRED=1.489.96 OF ( 31 1 B 61-0 5 D 6 ' a o AD „ '' STORAGE PROVIDED A DOOR LOCATION www.KeyCivilEngineering.com USE FOUR(4)10-0 DRYWELLS WITH U EFFECTIVE STORAGE DEPTHS ENIEXT GD / 4 DRYWELLS x 68.42 CFfVF x 6.0 VF=1,642.08 OF PROJECT NAME 2 5 ) 1.642.08 OF IS GREATER THAN 1,489.96 OF,THEREFORE SUFFICIENT STORAGE IS PROVIDED B"1 1� BORING LOCATION • R AI OV T JJ ( N Y•S , .�TDE ) �� rQ� TELEPHONE POLE LOT EX ANSION FOAR ( EXISTING DENTIST OFFICE -0H- OVERHEAD WIRES 14695 MAIN ROAD, MATTITUCK, NY 11952 TOWN SOUTHOLD, COUNTY OF SUFFOLK DIST.:1000, SECT.: 114, BLOCK: 8, LOT: 5, ZONE RO - GRADING SPOT / 15.43 Tez 4h..�� „ , X DRAWING TITLE S�kDY hJN t, 'tdPtL - - GRADING CONTOUR G ADI G DRAT AGE TOP OF CURB ' SaaKt�� BOTTOM OF CURB PBC 14.50 5 • DATE: 06/16/2021 "®M t� �k- TOP OF WALL PTW 17.00 ell BOTTOM OF WALL PBC 15.30 SCALE: 11. '20' GRAPHIC SCALE I pt�t� awe.a C1F'&)m0 iadty' PROJECT NUMBER: 19195 l0 0 10 20 40 80 tL•J '- 1t�f� ;O w� � RECEIVED DRAWING BY: PD ( IN FEET ) I MAY 17 2022 CHECKED BY: JP 1 inch = 20 ft. tiou[rolr3 gown SOIL BORING LOG '��---- � APPROVED BY: JP NRI Planning Board pp T SEAL CX SIGNATURE: ALTERATION C ADDITION CENSE DOCUMENT EXCEPT BY A LICENSED • 1,4 � f `q/tA PROFESSIONAL ENGINEER IS A / 4r r n. G E D 1 OF NEW Y F SECTION 7209. SUB-DIVISION SIGN 2OLATION 0,OF THE NEW YORK • • G)� R•PER STATE EDUCATION LAW CLAPwaNG MAM &�! �y q0��* DRAWING No: TOWN OF SOUTHOLD �QQ( '�Y pNE CgI� 00 in NOT L �@)f3ffif{ E' LED LU DATE to z Q , C-2 ACC H IN XLYN PERANTEAU, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #083937 2 OF 6 Y:1Key QOTrojects12019\,19195..Mancini-_14695 Main Road_MattltuchDrawingslKey Civi1119195_2022.04.28_SPP6.dwg NOTES: 'w Zr� 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF LANDSCAPE COMPLIANCE CHART POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER TOWN OF SOUTHOLD,NY(RO:DISTRICT) 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER x PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. ITEM SECTION PERM ITTEDIREQURED PROPOSED COMPLIANCE 3. SOIL AMENDMENTS: *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY REQUIRED;4'PLANTING AREA AROUND (B).A LANDSCAPED AREA SHALL BE PROVIDED THE PERIMETER OF ALL PARKING AREAS � VOLUME)OR GYPSUM ALONG THE PERIMETER OF ANY PARKING AREA AND 1 SHADE TREE FOR EVERY 40 FEET Q�' 48 'MODIFY EXTREMELY SANDY SO!_S(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY LOAM EXCEPT THAT PORTION OF THE PARKING AREA OF THE PERIMETER OF PARKING.143.1 UP TO 30% OF THE TOTAL MIX WHICH PROVIDES ACCESS TO A STREET OR L.F.OF PARKING l40 L.F.=3.5 OR 4 SHADE c AVOID PURCHASING TREES WITH TWO LEADERS OR �f PARKING FACILITY ON AN ADJACENT LOT.THE TREES AT 2 INCH MIN.CALIPER SIZE AT Mewl: I 11ck-Cutchog TAX LOT 7 REMOVE ONE AT PLANTING:OTHERWISE,DO SPECIFIC LANDSCAPED AREA SHALL HAVE A MINIMUM THE TIME OF PLANTING. COMPLIES JC,Sr HI h SCh I °t PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL CORRECTIONS (LANDSCAPING 280-95 DIMENSION OF FOUR FEET,SHALL BE PLANTED SCREENING AND WITH GRASS OR SHRUBS AND SHALL INCLUDE AT PROPOSED:EXISTING VEGETATION PLAs. LAND N/F JOHN LOPER ( DO NOT STAKE OR WRAP TRUNK SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES BUFFER (LANDSCAPED LEAST ONE TREE OF NOT LESS THAN TWO-INCH COMBINED WITH PROPOSED BUFFER SHED HIGHER IN POORLY DRAINING SOILS REGULATIONS) PARKING AREA) CALIPER FOR EVERY 40 FEET ALONG THE PLANTINGS AND 4(GTIS)SHADE TREES AT 3"DOUBLE SHREDDED HARDWOOD MULCH(DO NOT PERIMETER OF THE PARKING AREA. 2 INCH CALIPER SIZE AT THE TIME OF 2> N74007'30°E 9 TON 89.16 PLACE MULCH IN CONTACT WITH TREE TRUNK) CUT BANDS OF WIRE BASKET AND FOLD AWAY FROM PLANTING. «..«.. ® HOLE SHALL BE 2 1/2TIMES THE TOP OF ROOT BALL C)Ut,Lid 9� " (C).TREES USED IN PARKING LOTS SHALL INCLUDE }{ C1 F G04d y , .,M rratook WIDTH OF THE R007 BALL HONEY LOCUST,PINE,OAK OR OTHER SIMILAR FAST Counsel C:hurch'I' Pond ° >:,•, rn 4"BUILT-UP EARTH SAUCER GROWING,HARDY VARIETIES OR EXISTING TREES SEE SECTION 280 95 ABOVE COMPLIESf i AND e _ -5 JV ROPES AT TOP OF BALL SHALL BE CU BACKFILL SOIL°1 PART SOIL AMENDMENT WHERE APPROPRIATELY LOCATED. o REMOVED. FOLD BACK TOP 1/3 OF BURLAP. ALL (BASED ON SOIL TEST)°3 PARTS NATIVE TOPSOIL 4 PV NON-BIODEGRADABLE MATERIAL SHALL BE i m L5' '• y�" ro REMOVED. •r.:. C ') G �"" t�ffolk A 6 A' �; I<: 4-6"DEEPER THAN ROOT BALL �,tJe`N� Ve :• :' 8 JHBH iv �`'�ti _:;; •� oo UNDISTURBED SUBGRADE `i!i-1'" ° " TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL Nee " DIG WIDE,SHALLOW HOLE WITH TAPERED SIDES SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE AS PER PLANNING BOARD CONDITION,THE FOLLOWING BEST MANAGEMENT PRACTICES r S TAX LOT 3 REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 SHALL BE FOLLOWED TO FURTHER POLICY 5 OF THE LOCAL WATERFRONT �" % s GTIS REVITALIZATION PROGRAM LWRP TO PROTECT&IMPROVE WATER QUALITY AND VICINITY MAP 5 JVB 2 VDA EVERGREEN TREE PLANTING DETAIL SUPPLY IN THE TOWN OF SOUTHOLD: 1"=1,000' N.T.S. I. USE NATIVE, DROUGHT-TOLERANT PLANTS IN LANDSCAPING; PROJECT DATA 3 TON Cn ° °° II. USE OF ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE NITROGEN IS NO MORE APPLICANT.................................. DR.MICHAEL KAMPOURAKIS N NOTES: 1. THOROUGHLY SOAK THE GROUND COVER ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST THAN 20%OF THE TOTAL NITROGEN IN THE MIXTURE;00 14695 MAIN ROAD „y CD I // `\\ ° `° `' i 2 VDA MONTH AFTER PLANTING AND REGULARLY(THROUGHOUT THE FOLLOWING TWO SUMMERS. MATTITUCK,NY 11952 . 2. SOILAMENDMENTS: III. A MAXIMUM OF 1 LB. OF NITROGEN PER 1,000 SQUARE FEET IN ANY ONE APPLICATION, OWNER......•................................ NANK HOLDINGS LLC I ' \ 'MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30% BY 14695 MAIN ROAD W 7 '-, -' 2 TON VOLUME)OR GYPSUM WITH A CUMULATIVE APPLICATION OF NO MORE THAN 2 LBS. PER 1,000 SQUARE FEET MATTITUCK,NY 11952 CIO - \.% *MODIFY EXTREMELY SANDY SOILS A10RE THAN 85% SAND BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY PER YEAR; ( ) TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 8,Lot 5 / \ ° LOAM UP TO 30%OF THE TOTAL MIX 1 ® 1 3. ALL GROUND COVER AREAS SHALL BE-REATED WITH A PRE-EMERGENT PER MANUFACTURER'S SPECIFICATIONS IV.THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING NITROGEN, PHOSPHORUS, SITE AREA.................................. 21,051.73 SF(0.48 Acres) 6TON- . 'r \� / OR POTASSIUM IS PROHIBITED BETWEEN NOVEMBER 1ST AND APRIL 1ST; CURRENT ZONING..................... RO SPACING CHART " SPACING"D" ROW"A" PROPOSED ZONING.................. NO CHANGE 3 JVB {:„ 20 3' NOT TO SCALE "- - ., TAX LOT 4 6"O.C. 5.20" CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) GARAGE 8"O.C. 6.93" PROPOSED USE......................... NO CHANGE - G.FL 15.23 r2 LAND N F JAMES HINSCH D ¢ 10"O.C. 8.66" EXISTING FOOTPRINT............... 1,795.64 SF(INCLUDING GARAGE) \� 1 0 1 0 0.31, 2� 12"Q.C. 10.40" 1 GTIS , D 15"O.0 13.00" EXISTING GROSS 2,150 SF FLOOR AREA................................ 2 VDA [t 18"O.C. 15.60" NOTES I � PLANTED ON CENTER(SEE SPACING CHART) 24"O.C. 20.80" 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND T001_S TO PULL THE ROOTS OUT OF THE OUTER \ 30"O.C. 26.00" LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER 3 JHBH Qx 36"O.C. 30.001, 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST PROJECT SCOPE TAX LOT 6 MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 1 a_i l y "`:-.. .' "DOUBLE SHREDDED HARDWOOD MULCH 3. SOIL AMENDMENTS: o o INCLUDING NEW SITE DRAINAGE,LANDSCAP 1 EXPANSION INTO REAR YARD FOR 10 ADDITIONAL PARKING STALLS LAND N/F RON.9 LD W. SCHWEIZER \ 3.1. MODIFY HEAVY CLAY OR SILT 5011S MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE NG AND LIGHTING. / z u s t i�l BARK(UP TO 30/o BY VOLUME)OR GYPSUM & DOROTHY J. SCHWEIZER "' r (DO NOT PLACE MULCH AGAINST THE BASE 3.2. MODIFY EXTREMELY SANDY SOILS(MORE THAN 85% SAND)BY ADDING ORGANIC MATTER AND/OR DRY, OF THE PLAN SHREDDED CLAY LOAM UP TO 30% OF THETOTA X ` GENTLY PULL ROOTS AWAY FROM TOPSOIL 11 ,S ) -:{; •'�?' ^'��,.:,.:� ':: I=')-I •."':`: ~' ` � AVOID PURCHASING TREES WITH TWO LEADERS MASS WITH FINGERS l� 20 i' i "-~ a OR REMOVE ONE AT PLANTING:OTHERWISE,DO :.;.: ; a ''a•;:o;t I' ' j iLLj :'; ;..�:,;'r%t;;•: "j _{' BACKFILL SOIL 1 PART SOIL AMENDMENT NOT PRUNE TREE AT PLANTING EXCEPT FOR (BASED ON SOIL TEST)3 PAR PROP.TREE PROTECTION FENCE(TYP.) ; i:2 PARTS NATIVE TOPSOIL SPECIFIC STRUCTURAL CORRECTIONS 1AM • ..:::€!r' " i".:ice- DO NOT STAKE OR WRAP TRUNK PROP.SEEDED LAWN AREA(TYP.) 3 IGC i / :ril "3"i"-'i UNDISTURBED SUBGRADE SET ROOT BALL FLUSH TO GRADE OR SEVERAL 2 STORY INCHES HIGHER IN POORLY DRAINING SOILS OFFICE 1I AI - EXISTING DENTAL #14695 GROUND COVER/PERENNIALI NNUAL PLANTING DETAIL HOLE SHALL BE21/2TIMESTHEWIDRH OF THE M( REMAIN TO I� N.T.S ROOT BALL CUT BANDS OF WIRE BASKET AND FOLD AWAY FROM TOP OF ROOT BALL 6 04/28/2022 AP REV.PER PLANNING BOARD COMMENTS 2,150 SIF y, 3"DOUBLE SHREDDED HARDWOOD MULCH(DO NOT F.F. 16.$7 r PLACE MULCH IN CONTACT WITH TREE TRUNK) 4"BUILT-UP EARTH SAUCER 5 03/30/2022 AP UPDATE LIGHTING 1 STORY EN/EX? I SEEDING MODIFICATION ROPES AT TOP Of BALL SHALL BE CUT AND BACKFILL SOIL°1 PART SOIL AMENDMENT(BASED 4 03/09/2022 PD REV.PER TOWN COMMENTS 2s1' 't REMOVED. FOLD BACK TOP 1/3 OF BURLAP. ALL ON SOIL TEST)°3 PARTS NATIVE TOPSOIL is F. 4 1, PRIOR TO SEEDING,MIX TOP 6"LAYER OF TOPSOIL WITH FERTILIZER AND LIME, 10 20.10 FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 NON-BIODEGRADABLE MATERIAL SHALL BE >: I.;, I' ,;�,: `i.^...,• 3 09/01/2021 PD SUBMISSION TO PLANNING DEPARTMENT POUNDS PER 1,000 S.F.LIME SHALL BE APPLIED IN ACCORDANCE WITH THE FOLLOWING CHART: REMOVED. '•r;;. `? DEEPER THAN ROOT BALE 2 06/16(2021 PD REVISED SITE LAYOUT SOIL TEXTURE TONSIACRE LBSI1,000S.F. :;:L` !Ii::: ' '� `-f UNDISTURBED SUBGRADE TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL 1 02/20/2020 LC REVISED PARKING LAYOUT CLAY,CLAY LOAM,AND HIGH ORGANIC SOIL 3 135 SANDY LOAM,LOAM,SILT LOAM 2 90 DIG WIDE,SHALLOW HOLE WITH TAPERED SIDES SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE NO. DATE BY DESCRIPTION �\ LOAMY SAND,SAND 1 45 REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 REVISIONS I PROP.MULCH LINE(1 AK TREE PLANTING DETAIL �.< F EXISTING SHRUB \ ABOVE APPLICATION RATES FOR FERTILIZER AND LIME ARE STANDARD RATES AND SHALL BE ADJUSTED BASED ON SITE SPECIFIC SOIL TESTS. N.T.S. --'� 1 ARA .�GITY NE ul t TO REMAIN Q n " 2. TOPSOIL SHALL BE TILLED,FINE GRADED,AND RAK.D FREE OF ALL DEBRIS LARGER THAN 1"IN DIAMETER,ALL LAWN AREAS SHALL BE SLOPED TO DRAIN OR PER THE © APPROVED GRADING PLAN. /r. i 8 RFG- w ". " z r F: 'NE0 ® 3. CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND IMPLEMENT AS REQUIRED PRIOR TO APPLICATION OF SEED.tj r 4. GENERAL LOW MAINTENANCE SEED MIX <- HEN p / CIVIL r=r a SEED MIXTURE LBSIACRE LBSI1,000 S.F. ® " FINE FESCUE(BLEND) OPTIMAL PLANTING DATES 654 SLUE POINT ROAD, UNIT B HARD FESCUE 75 2.1 ZONE 5B&6A:3115.5131 HOLTSVILLE, NEW YORK 11742 � � `q0 I n �---4' �� STRONG CREEPING RED FESCUE 811.1011 (631) 951-0506 -� 80 .00 S5o ZONE6B: 3h•4130-� KENTUCKY BLUEGRASS 10 .25 www.KeyCivilEngineering.com a 8115.10115 aI % Av PERENNIAL RYEGRASS 10 •25 ZONE 7A&7B=211.4130 WHITE CLOVER 5 .10 8115.10130 PROJECT NAME MAINTENANCE LEVEL MA ,JT 25 )E R (B)FREQUENT MOWING(4.7 DAYS),OCCASIONAL FERTILIZATION,LIME AND WEED CONTROL APp ROVED QY CN Y•S - stir 1 E ) (C)PERIODIC MOWING(7.14 DAYS),OCCASIONAL FERTILIZATION AND LIME KAP�:�=�G �OA�D C6 6 (D)INFREQUENT OR NO MOWING,FERTILIZATION AND LIME THE FIRST YEAR OF ESTABLISHMENT EXISTING DENTIST OFFICE C) 5. SEED SHALL BE APPLIED IN TWO DIRECTIONS AT RIGHT ANGLES TO EACH OTHER,ONCE APPLIED,FIRM THE SOIL WITH A CORRUGATED LAWN ROLLER TO PROMOTE TOM OF SOUTHOLD 14695 MAIN ROAD, MATTITUCK, NY 11952 SEED•TO•SOILCONTACT. TOWN SOUTHOLD, COUNTY OF SUFFOLK NOTES: DATE (P ZQ�Z- DIST.:1000, SECT.: 114, BLOCK: 8, LOT: 5, ZONE RO 1. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR �-''�� 6. APPLY UNROTTED SMALL GRAIN STRAW,HAY FREEOF SEEDS,OR SALT HAY TO ALL SEEDED AREAS AT THE RATE OF 1112.2 TONS PER ACRE OR 70.90 POUNDS PER 1,000 < PROPOSED LIMITS OF DISTURBANCE. S.F.SPREAD MULCH SO THAT APPROXIMATELY 8$%OF THE SOIL SURFACE IS COVERED,ANCHORING OF MULCH SHALL BE ACCOMPLISHED IMMEDIATELY AFTER I \ DRAWING TITLE 2. CONSTRUCTION VEHICLES TO STAY AS FAR AS POSSIBLE FROM TREE PROTECTION FENCE / PLACEMENT TO MINIMIZE LOSS BY WIND ORWATER.THIS MAY BE ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS:PEG AND TWINE,MULCH NETTING,OR LIQUID I.J TO PREVENT COMPACTION OF TREE ROOTS. ' �, -- MULCH-BINDER. I TREE PROTECTION ZONE:;DR!PLINE LANDSCAPE LA 7. IRRIGATE NEWLY SEEDED AREAS WITH A MINIMUM OF 114 INCH OF WATER TWICE A DAY(NOT DURING PERIODS OF INTENSE SUN)UNTIL VEGETATION IS WELL ESTABLISHED. RECEIVED NOTES: DATE: 06/16/2021 1. FOR CONTAINER-GROWN SHRUBS,USE FINGERS OR SMALL HAND TOOL TO PULL THE ROOTS OUT OF THE OUTER LAYER Of [MAY 17 2022 ° POTTING SOIL:THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. SCALE: 1" - 20' p 2. THOROUGHLY SOAK THE SHRUB ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. nn PlPlannianningg Tow Board PROJECT NUMBER: 19195 3. SOIL AMENDMENTS: 4'TALL FLUORESCENT AREA WITHIN TREE GRAPHIC SCALE 'MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY DRAWING BY: PD ORANGE HIGH-DENSITY PROTECTION ZONE TO VOLUME)OR GYPSUM PLANT SCHEDULE CONSTRUCTION FENCE REMAIN UNDISTURBED 20 0 10 20 40 80 *MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY CHECKED BY: JP OR APPROVED EQUAL DURING CONSTRUCTION :: LOAM UP TO 30%OF THE TOTAL MIX 8"TO 12" EVERGREEN TREES CITY BOTANICAL I COMMON NAME SIZE CONTAINER MATURE HEIGHT MATURE WIDTH NATIVE 6'LONG WOOD OR JV 5 JUNIPERUS VIRGINIANA I EASTERN RED CEDAR 6.7' B+B 40.50' 10-15' YES APPROVED BY: JP STEEL FENCE POSTS. m JVB 8 JUNIPERUS VIRGINIANA'BRODIE'1 BRODIE EASTERN RED CEDAR6-7' B+B 15-20' 5.6' YES ( IN FEET } POS7SSHALLBE _.,. TON 20 THUJAOCCIDENTALIS'NIGRA'IDARKAMERICANARBORVITAE 6-7' B+B 20.25' 6-8' YES SEAL& SIGNATURE: ALTERATION OR ADDITION TO THIS SPACED "i:. M; G E FL WITH MENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A ROOT BALL HALL BEST FLUSH'n h 20 ft. TOP OF SHRUB00 S li c ROPES AT TOP Of BALL SHALL BE CUT AND SHADE TREES QTY BOTANICAL I COMMON NAME SIZE CONTAINER MATURE E T VIOLATION F r CI U HEIGHT MATURE WIDTH NATIVE LA ONO SECTION 7209 HORIZONTALLY 8'ON Y QF N� ENTER MAXIMUM. *w.,.:s%< ">s% '%; ;: REMOVED. FOLD BACK TOP 1/3 OF BURLAP. FINISHED GRADE A y SUB-DIVISION 2,OF TFIE NEW YORK RA 1 ACER RUBRUM I TARTARIAN MAPLE 2• "C -, A 3 CAL. B B 15.25' 15.25' YES ,gyp, .. ., . .�Ry...: u",` ., (2.PE O STATE EDUCATION JAW ALL NON-BIODEGRADABLE MATERIAL SHALL R 3"DOUBLE SHREDDED HARDWOOD MULCH(DO NOT GTIS 4 GLEDITSIA TRIACANTHOS INERMIS'SKYCOLE'TM I SKYLINE THORNLESS HONEY LOCUST 21t2-3 CAI. B+g 40.60 20.30 YES yN qy 'Q SITE t s, `.+ y Y.... 4 AREA OF SITE AREA OF S BE REMOVED. PLACE MULCH AGAINST THE BASE OF THE PLANT) R CONSTRUCTION "wRUCTION v DRAWING No: C DECIDUOUS SHRUBS QTY BOTANICAL I COMMON NAME SIZE CONTAINER MATURE HEIGHT MATURE WIDTH NATIVE i G r PLANTING HOLE SHALL BE 12 T T018 � ARONIA MELANOCARPA 1 LOW SCALE MOUND ARONIA 15.18 3GAL. 1.2 1-2 YES s>. CONTAINER-GROWN PLANT WITH ROOTS PULLED OUT DEEP. FOR LARGER SHRUB ROOT + " VDA 6 VIBURNUM DENTATUM'ARROVVWOOD'1 ARROWW00D VIBURNUM 30 36" 3GAL. 5.11 5.10' YES :i:.::ic' :).: ::. '•N° :a' :"•. ^,,•, ';:•:,..,..;• �� OF BALL �I VALI .U ' I_E W ^ BALLS,MAKE DEPTH MIN.4"DEEPER "; ""�'•' i;': ," '.' : Yj THAN BALL. :.:••;• ---- -BACKFILL SOIL°1 PART SOIL AMENDMENT(BASED ON ' '' ' '' '•' �' '' ' ..,• :, , „ ., ., •,••..::.• --,, EVERGREEN SHRUBS QTY BOTANICAL I COMMON NAME SIZE CONTAINER MATURE HEIGHT MATURE WIDTH NATIVE Cf�,� ••., '�L^ ' t..'.: '<;'-;✓: •; ...<•<. __: SOIL TEST)°3 PARTS NATIVE TOPSOIL IGC 12 ILEX GLABRA'COMPACTA'1 COMPACT INKBERRY 24.30" B+B 4.6' 4.1 YES t� 1. a, .. .. •., ., .. .: .. .: . .. ... -3 BALLED AND BURLAPPED PLANT „ C::::::.::,::::_ -!!i UNIPERUSHORIZONTALIS'BARHARB R' "':I;;:-::I:::::1 ' ::::; ;: : : ' � !! JHBH 11 J 0 BAR HARBOR CREEPING JUNIPER 15 18 SPRD. 3GAL. 9-12 3.5' YES UNDISTURBED SUBGRADE ��LvSiO�� SOIL SURFACE ROUGHENED TO BIND REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 ORNAMENTAL GRASSES QTY BOTANICAL I COMMON NAME SIZE CONTAINER MATURE HEIGHT MATURE WIDTH NATIVE TREE PROTECTION FENCE DETAIL WITH BACKFILL SOIL. PV 4 PANICUM VIRGATUM I SWITCH GRASS 24-30" 2GAL. 2.4' 1.2' YES N.T.S. DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL PERENNIALS QTY BOTANICAL I COMMON NAME SIZE CONTAINER MATURE HEIGHT MATURE WIDTH NATIVE A' YN PERANTEAU0 I�:E. PAGE No: N.T.S RFG 8 RUDBECKIA FULGIDA'GOLDSTRUM'(BLACK EYED SUSAN 12.15" 3GAL. 1.3 2-3' YES �Ew YORK STATE PROFESSIONAL ENCINEER JOB3937 3 OF 6 YAKey Civil\Projects\2019\19195_Mancinl_14695 Main Road_Mattituck\DrawingslKey Civ11\19195_2022.04.28_SPP6.dwg x b 4e 48 �Iattitt7Cli-Cutcho TAX LOT 7 - .- 'JKSr High Sch I <, LAND N/F JOHN LOPER + A + ( G' 0 PL + *0 + + + + + +SHE 0 0.0 .0 0.0 0.0 U.0 0.0 0.0 0.G 0.0 +0.0 N74007'30"E 89.16' SEE LUMINAIRE SCHEDULE � 2.5 „^® + + FOR NUMBER AND 0.U 0.0 vy C0 CONFIGURATION OF FIXTURES 4Uf,L"ady of Good Ac� jvlarratcso a -f 35.9' w a /Counsel Church P c J U.l f 0.7 0.5 U.2 0.0 > S �° rfi Gm .5 0.G 0.8 0.7 0.6 c.4 0.3 c.U rn C.C I IGHT POLE(ALUMINUM)BY '� SOff k�'� U.0 C.1 3 e iv LIGHTING MANUFACTURER02 >,yew gu�f0 AyQ ATE +0.0 0.1. +0.6 0.8 0.8 0.3 0.0 +0.0 I S0 I TAX LOT 3 S' +0.0 10.1 c o.4 +U.5 0.5 +0.5 O.5 TO. 5 +0.3 ' .o C..0 VICINITY MAP 1"=1,000' co 0.0 0.1 0 �5 U U.4 0.3 0.4 0.5 0. 0.4 0 G 0.0 PROJECT DATA N M I APPLICANT.................................. DR.MICHAEL KAMPOURAKIS J o +U + + + + +C + +0 +� I 14695 MAIN ROAD .0 � ' U.l 0 8 I U.6 0.4 +0.3 +0.4/ 0 . a 0.5 .( 0.0 MATTITUCK,NY 11952 1 0 1 I OWNER....................................... NANK HOLDINGS LLC N 14695 MAIN ROAD w -I MATTITUCK,NY 11952 v0 '0.6 + +'0.0 + + + . 'h TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 8,Lot 5 1 ® I ,/" ':: •• ': •;.' to FINISHED GRADE EXISTING GARAGE f / / . lcJ SITE AREA.................................. 21,051.73 SF(0.48 Acres) 0.1 U.3 1..'� 0.6 U.4 1.0 U.8 U.6 0 MOUNTED LIGHTS ��// //�\//��/j\//�\%�\ / ��//X%/��//�//�`�/j�\//�//��%�\ CURRENT ZONING..................... RO A )� TO BE REMOVED PROPOSEDZONING.................. N ,F O CHANGE 20.3' + �6+. + J + + o + + TAX LOT 4 \� \ : '. �; ,: 0.U ..1 C.`_a U.6 0.4 0 4 C c•.C /// CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) GAR G - PROPOSED USE......................... NO CHANGE i - G.FL 1 LAND N/F JAMES HINSCH EXISTING FOOTPRINT............... 1,795.64 SF INCLUDING GARAGE + + 1 0 + + + + OUNDATION BY OTHERS. ( ) 0.o 0.1 .5 �0.5 C..4 U."' ) 20.3 ' ) O.C 0.C ELEVATION VIEW EXISTING GROSS MM �� LIGHT POLE DETAIL FLOOR AREA................................ 2,150SF + 1 + + + +C + + + N.T.S. 5 U.6 U.8 .9 0.8 4 U '> '.l �.0 U.0 TAX LOT 6 (� /' ` \ PROJECT SCOPE +0.0 +U. +0.9I + +1. al.4 +1.7 +U. l C +0.0 EXPANSION INTO REAR YARD FOR 10 ADDITIONAL PARKING STALLS .`_ ' 7 U..� `.'. '. LAND N/F RONALD W. SCHWEIZER EXISTING BUILDING MOUNTED LIGHT TO BE INCLUDING NEW SITE DRAINAGE,LANDSCAPING AND LIGHTING. & DOROTHY J. SCHWEIZER REPLACED WITH NEW FIXTURE;TYPE'C' + + + + + +' +0.'2W' 10.1 k.0 +0.0 EXISTING SOFFIT LIGHT 0 0. 0.3 a 6 .8 TO BE REMOVED i zo s 0.0 0. 0.3 + 2' 0. 0.2 ` 0.1 .0 +0.0 C + + Lr+^ m �7 1' 2 1' + t + 0•C. ° 0.4 2 STORY 1.8 0.1 .1 °•`) SITE LIGHTING COMPLIANCE TABLE -- ISTING DENTAL #14695 OFFICE TO 5 PERMITTED/REQUIRED PROVIDED REMAIN + + +0.0 Q)`0• U•4 2F 1 SF 2 0 1 0 () MAXIMUM MOUNTING HEIGHT 35'-0" 15'(POLE)/17'(BUILDING) 6 04/28/2022 AP REV.PER PLANNING BOARD COMMENTS F.F. 16.87 + + 1 STORY /ENiEXT f + + MAXIMUM LUMENS PER LUMENAIRE 12,500 LUMENS 6,967 LUMENS 5 03/30/2022 AP UPDATE LIGHTING U.0 0. 1 2s 1' .ca 1 1 0.0 4 03/09/2022 PD REV.PER TOWN COMMENTS 1F5. MAXIMUM FOOT CANDLE ALONG PROPERTY LINE <_0.05 Fc 0.01 Fc 3 09/01/2021 PD SUBMISSION TO PLANNING DEPARTMENT .0 ' I. U.' 2.6 1.4 / 0: + ++0 + /� + I \ 5 +U 1 l�.1 G.0 MAXIMUM FOOT CANDLE ON ENTIRE SITE 5 5.00 Fc 4.90 Fc 2 06/16/2021 PD REVISED SITE LAYOUT 1 02(20/2020 LC REVISED PARKING LAYOUT + + + + + + + + MAXIMUM FIXTURE COLOR TEMPERATURE(KELVIN) 5 3,000 K 2,700 K/3,000 K C.0 ) U.1 C.2 0.3 /3 0.1 0 0. 0 U.0 NO. DATE BY DESCRIPTION NOTE: / I 1)ALL EXTERIOR LIGHTING SHALL BE DESIGNED,LOCATED,AND LAMPED TO PREVENT EXCESSIVE LIGHTING,ENERGY REVISIONS + + + + + + / + + +U o�\0 0 +.® U +0 U WASTE,GLARE,LIGHT TRESPASS,AND UNNECESSARY SKYGLOW. O.0 ' i 0 U. U.0 c.l c.% 0.1 � O.11 / I 2)ALL NONESSENTIAL EXTERIOR LIGHTING SHALL BE TURNED OFF WITHIN 1/2 HOUR AFTER THE CLOSE OF BUSINESS + + + + +0.0 + + + + + + AND/OR WHEN NOT IN USE.LIGHTS THAT ARE CONTROLLED BY TIMERS OR THAT ARE MOTION-SENSOR-ACTIVATED ARE ate. 0 0.C 0 C U. C.0 U.0 / C.U 0.0 0.0 0 0.v\ 0 C U� �� ENCOURAGED TO REPLACE EXISTING LIGHTING NECESSARY FOR SAFETY PURPOSES. t;... wjim ../ + + + + C + + + + .r• O.G 0 lo 0. 0.0 l . U.0 0.0 0 C 0.0 :00-'" 0 ti GRAPHIC SCALE G� U. ' ( 0 U. C.0 .0 U 7 .° �Cj6 G.0 0. ' o ®® 20 0 10 20 40 80 41 17 664 BLUE POINT ROAD, UNIT B 0 0 .�'.0 (' dd '�t}W) 0.0 .0 HOLTSVILLE, NEW YORK 11742 80 .0 S51,r. ( IN FEET ) (113311861-0506 u• c•c +c• +• () p 1 inch - 20 ft. wrvvu.KeyCivilEngineering.com LZI 9 PROJECT NAME 25 ) +'.0 �� 111 MAly.s . R O � PROPOSED PARKING EXISTING UP-LIGHT FOR SIGN e 'K I pE ) BUILDING MOUNTED LUMINAIRE T EXPANS"10"'N FOR ( TO BE REMOVED (66 EXISTING DENTIST OFFICE MANUFACTURER: RAB LIGHTING 14695 MAIN ROAD, MATTITUCK, NY 11952 MODEL: WALL PACK LED DOWNLIGHT TOWN SOUTHOLD, COUNTY OF SUFFOLK LABEL: C DISTA000, SECT,: 114, BLOCK: 8, LOT: 5, ZONE RO LUMINAIRE SCHEDULE COLOR: 3,000K APMOVED CY DRAWING TITLE SYMBOL QUANTITY LABEL FIXTURE FIXTURE MANUFACTURER I FIXTURE DESCRIPTION/MOUNTING TYPE MOUNTING LLF COLOR LUMENS ARRANGEMENT TOTAL WATTS ARRANGEMENT COUNT HEIGHT TEMPERATURE WATTS pLAwA'11VS EOArD Q 2 A SINGLE 1 PROPOSED COOPER LIGHTING(UTLD-PA1-100-827-U-T3-HSS 15'-0" 0.900 2700 K 3,466 LUMENS 96 288.0 (AREA LIGHT) ToWH OF souTF4aLD SITE LIGHTING PLAN® PROPOSED COOPER LIGHTING/UTLD-PA1-40-827-U-T4W-HSS DATE -7 12-1)2-7- (AREA LIGHT)1 B SINGLE 1 15'-0" 0.900 2700 K 6,967 LUMENS 96 96.0 DATE: 06/16/2021 1 C SINGLE 1 PROPOSED RAB LIGHTING/WPLED26YW(WALL PACK) 1T-0" 0.900 3000 K 1,297 LUMENS 10 10.0 SCALE: 1" = 20' PROJECT NUMBER: 19195 1 D SINGLE 1 EXISTING NEWBURY PORT 1 LIGHT(OUTDOOR WALL SCONCE T 6" 0.900 2700 K 20Q LUMENS 4 4 POLE MOUNTED LUMINAIRE WITH(1)'A'BASE BULB) DRAWING BY: PD MANUFACTURER: COOPER LIGHTING RECEIVED MODEL: UTLD TRADITIONAIRE LED DOWNLIGHT CHECKED BY: JP 0 7 E SINGLE 1 EXISTING RAB MR16-7.5.930-35D-DIM-G2(SOFFIT LIGHT) 10'-1 3116" 0.900 3000 K 562.50 LUMENS 7.5 52.5 LABEL: A(B I SITE LIGHTING NOTES COLOR: 2.700K MAY 17 2022 APPROVED BY: JP SOUti"Ioid Town SEAL& SIGNATURE: ALTERATION OR ADDITION TO THIS 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. • 8 F SINGLE 1 EXISTING RAB MR16-7.5-930-35D-DIM-G2(SOFFIT LIGHT) 18'-0" 0.900 3000 K 562.50 LUMENS 7.5 60.0 Planning Board DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A 2. NO REVISIONS,ALTERNATES,OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR VIOLATION OF SECTION 7209, OF NI^, SUB-DIVISION 2,OF TI IE NEW YORK EXISTING PENDLETON 1-LIGHT(OUTDOOR WALL SCONCE WRITTEN APPROVAL FROM THE ENGINEER. ✓V STATE EDUCATION LAW n 2 G SINGLE 1 WITH(1)'A'BASE BULB) T.0" 0.900 2700 K 200 LUMENS 4 8.0 3. ILLUMINATION LEVELS SHOWN IN FOOT-CANDLES, �P R PE O CALCULATION SUMMARY �� " '� DRAWING No: 8 * -P ILLUMINATION LEVELS IN THE FIELD MAY DIFFER FROM THOSE DEPICTED ON THE PLAN DUE TO INTERFERENCE 9G 4. ILLUMINATION LEVELS ON THIS PLAN HAVE BEEN CALCULATED FOR PROPOSED SITE AREA LIGHTS ONLY,ACTUAL EXISTING KATHY IRELAND SIERRA-CRAFTSMAN COLLECTION� 1 H SINGLE 1 (OUTDOOR HANGING PORCH LIGHT WITH(3)CANDELABRA 9'.6" 0.900 2700 K 600 LUMENS 4 12.0 LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN MAX/MIN <� MIN T VALI FROM EXISTINGIAMBIENT LIGHTING WHOSE ILLUMINATION LEVELS ARE NOT REFLECTED ON THIS PLAN. BASE BULBS) r � CITY pNE C,q C) ��' i W CALC_PTS ILLUMINANCE Fc 0.29 4.8 0.0 N/A N/A Q << m 5. REFER TO ARCHITECTURAL PLANS FOR DECORATIVE BUILDING MOUNTED LIGHTS AND BUILDING CANOPY LIGHTS. TOTAL: 13,855.0 LUMENS TOTAL: 530.5 �O r� 2N (Ay PAVEMENT AREA ILLUMINANCE Fc 0.73 4.7 0.1 7.30 4T00 s �p z � L+ F 6. LIGHT CIRCUITRY PLAN PREPARED BY OTHERS. N� AA8O •'S '©N� 7. EXISTING BUILDING MOUNTED LIGHT SPECS PROVIDED BY OWNER'S ELECTRICIAN. \ 8. ILLUMINATION LEVELS SHOWN ON THIS PLAN WERE CALCULATED USING AGI32 PHOTOMETRIC SOFTWARE. C9<(- H N 0�� JA PERANTEAU, P.E. PAGE No: ' NEW YORK STATE PROFESSIONAL ENGINEER 0083937 4 OF 6 Y:1Key Civil',Projects12019t19195_Mancinl_14695 Main Road_MattltuchDrawingsWay Civd119195_2022.04.28_SPP6.dwg SOIL EROSION & SEDIMENT CONTROL NOTES: TAX LOT 7 APPROXIMATE LOCATION OF 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. . CONSTRUCTION DUMPSTER 7 LAND N/F JOHN LOPER PLAS. SILT FENCE NOTES 2. THE STCRMWATER POLLUTION PREVENTION PRACTICES PROPOSED HEREON HAVE BEEN IDENTIFIED AS THE MINIMUM RECOMMENDED PRACTICES. ADDITIONAL STORMWATER MANAGEMENT FACILITIES OR PRACTICES SHALL BE INSTALLED ' 1. PLACE SILT FENCE AT LOCATIONS AS SHOWN ON PLANS AS WELL AS DETAILS. SHED APPROXIMATE LOCATION OF 2. SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS THE FENCE AROUND THE ENDS. TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN 3. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE DIRECTED BY THE RUNOFF FROM EXITING THE SITE. CONTRACTOR TO NOTIFY IN WRITING AND CONSULT WITH THE ENGINEER OF RECORD � MATERIAL STOCKPILES(TYP.) LEGEND - 4 48 - N74°0T30"E 89.16 GOVERNING AGENCY. IF ADDITIONAL MEASURES ARE REQUIRED OR IF THERE IS EVIDENCE INDICATING POTENTIAL OR REALIZED IMPACTS ON 4. DO NOT PLACE MATERIAL AGAINST SILT FENCE. WATER QUALITY DUE TO ANY STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. -- EXISTING ITEM PROPOS=D 5. INSPECT SILT FENCE IMMEDIATELY AFTER PLACING ANY MATERIAL NEARBY. MOttit(, ck-(',(,jtCh(, g 6. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY, 3. NOTHING IN THIS STORMWATER POLLUTION PREVENTION PLAN'S DRAWINGS OR ANY ASSOCIATED REPORTS RELIEVES Ur °t .Sr.High Sch I , ®® PROPERTY LINE THE CONTRACTOR OR OWNER/OPERATOR FROM OBTAINING ANY OTHER PERMITS REQUIRED BY LAW OR COMPLIANCE t -"" -----"--------------- = o WITH TAKING ALL REASONABLE STEPS TO MINIMIZE OR PREVENT ANY DISCHARGE IN VIOLATION OF NYS DEC OR WHICH UPSTREAM/AREA of DOWNSTREAM/EXISTING HAS A REASONABLE LIKELIHOOD OF ADVERSELY AFFECTING HUMAN HEALTH OR THE ENVIRONMENT" ��4 m DISTURBANCE--]-UNDISTURBED GROUND r,e N BUILDING i .� 4. CONTRACTOR SHALL BE FAMILIAR WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND WOOD OR METAL FENCE POSTS SPACED SEDIMENT CONTROL ("BLUE BOOK") DATED NOVEMBER 2016, ANY REPORTS PREPARED SPECIFICALLY FOR THIS 9< o? 8'-O"O.C.MAXIMUM (METAL FENCE PROJECT,AND THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FOR APPROVED FILTER FABRIC MEETING POSTS OR APPROVED EQUAL TO BE STCRMWATER DISCHARGE" Our Lady of Good yi' M rr tc c a CONCRETE CURB N.Y.S.SPECIFICATIONSACTED INSTALLED.N ASPHALT PAVEMENT) Counsel Church" F�t3t1 5. EROSION CONTROL MEASURES TO PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE ti� TAX LOT 3 z ROTATE POSTS TOGETHER SITE SHALL, AT A MINIMUM, CONFORM TO THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT p CONTROL UNLESS ADDITIONAL MEASURES ARE NOTED OR REQUIRED BY THE ENGINEER OF RECORD. 0 ` j PROPOSED SILT FENCE TO ACT AS CURB WALL �-" �'-- - BEFORE INSTALLATION \N� COMP `. P wr i BARRIER AROUND THE PERIMETER OF THEN M ��"Suffglk AV�M,,,,,r" AREA OF DISTURBANCE SECOND 6. IT SHALL NOT BE A DEFENSE FOR A CONTRACTOR OR AN OWNER/OPERATOR IN AN ENFORCEMENT ACTION THAT IT a t t i U G SILT FENCE WOULD HAVE BEEN NECESSARY TO HALT OR REDUCE THE CONSTRUCTION ACTIVITY IN ORDER TO MAINTAIN � w ""/ - ADA STALL L COMPLIANCE WITH THE NYS DEC STORM`JJATER DISCHARGE REQUIREMENTS OR IMPLEMENT EROSION AND SEDIMENT Vi w r \) APPROXIMATE LOCATION OF CONTROL PRACTICES. SOIL EROSION CONTROL MEASURES SHALL BE ADJUSTED/ RELOCATED BY CONTRACTOR AS 14 SU 01k ` Tf N Q CONCRETE WASHOUT(TYP.) IDENTIFIED DURING SITE INSPECTIONS IN ORDER TO MAINTAIN EFFECTIVENESS of CONTROL MEASURES. m FIRST SILT o � DRAINAGE INLET Q DIG 6"WIDE AND 6 E, 7. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES SHALL BE DEEMED INCLUDED IN THE I � 1�•--� \ PROPOSED INLET TRENCH,BURY BOTTOM �, FENCE PRICE BID FOR THE SITE WORK, I \ I® PROTECTION(TYP.) V-0"OF FILTER FABRIC, VICINITY MAP TAMP IN PLACE P ST(TYP.) STAPLE(TYP.) 8. INSTALLATION OF EROSION CONTROL,CLEARING,AND SITE WORK SHALL BE DONE AS INDICATED IN THE CONSTRUCTION 1"=1,000' w �\� 0 MANHOLE ® SECTION JOINING FENCE SECTIONS SEQUENCE. 00 C. 1 ® 1 �` 8'O.C. SILT FENCE/FILTER WOOD OR 9. INSTALLATION OF EROSION CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE rv1ANU FACTURE R'S PROJECT DATA �� , SAWCUT LINE ------- TYP. FABRIC METAL FENCE POST RECOMMENDATIONS AND REQUIREMENTS. _ ® ( ) APPLICANT.................................. DR.MICHAEL KAh4P0URAKIS 10. CONTRACTOR SHALL INSPECT THE EROSION AND SEDIMENT CONTROL PRACTICES AND POLLUTION PREVENTION 14695 MAIN ROAD ,I �O MEASURES BEING IMPLEMENTED AFTER EACH RAINFALL EVENT AND DAILY WITHIN THE ACTIVE WORK AREA TO ENSURE MATTITUCK,NY 11952 0 20.3 TAX LOT 4 DOOR LOCATION THAT THEY ARE BEING MAINTAINED IN EFFECTIVE OPERATING CONDITION AT ALL TIMES. INSPECTION OF ALL OWNER....................................... NANK HOLDINGS LLC - GARAGE EN/EXT GD IMPLEMENTED PRACTICES SHALL OCCUR WEEKLY AT A MINIMUM. IF DEFICIENCIES ARE IDENTIFIED,THE CONTRACTOR 14695 MAIN ROAD -- f� G.FL 15.23� LAND N/F JAMES HINSCH SHALL BEGIN IMPLEMENTING CORRECTIVE ACTIONS WITHIN ONE BUSINESS DAY AND SHALL COMPLETE THE CORRECTIVE MATTITUCK,NY 11952 j \\ TELEPHONE POLE DIRECTION OF ACTIONS IN A REASONABLE TIME FRAME. TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 8,Lot 5 SURFACE RUNOFF PLAN i 11. CONTRACTOR SHALL REMOVE ANY SILT FROM SOIL EROSION AND SEDIMENT CONTROL MEASURES WHEN IT REACHES SITE AREA.................................. 21,051.73 SF(0.48 Acres) (112)ONE-HALF CAPACITY UNLESS OTHERWISE NOTED OR AS DIRECTED BY THE ENGINEER.THE MATERIAL SHOULD BE _�_ STANDARD SILT FENCE NOTES: INCORPORATED INTO THE SITE IN A STABILIZED MANNER. CURRENT ZONING..................... RO OVERHEAD WIRES 1. THE SLOPE OF THE LAND FOR AT LEAST 30 FEET ADJACENT AND UPSTREAM 70 STANDARD SILT FENCE SHALL \ f NOT EXCEED 5%. PROPOSED ZONING.................. NO CHANGE 12. TEMPORARY SEED AND MULCH SHALL BE APPLIED TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED _ 2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THE END POSTS SHALL BE ROLLED TOGETHER A GRADE AND VEGETATED WITHIN 15 DAYS.WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON,THEY SHALL BE CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) � t -� MINIMUM OF 3 TIMES. INLET PROTECTION IIII STABILIZED WITH GEOTEXTILE FABRIC AND MAINTAINED ACCORDING TO BEST PRACTICES. PROPOSED USE......................... NO CHANGE TAX LOT � , STANDARD SILT FENCE LAND N/F RONALD W. SCH'WEIZER � - �, 1 13, CONTINUE INSPECTION AND REPAIR OF STCRMWATER POLLUTION PREVENTION MEASURES UNTIL THE COMPLETION OF EXISTING FOOTPRINT............... 1,795.64 SF(INCLUDING GARAGE) & DOROTHY J. SCHWEIZER \�' s " " ' N.T.S. CONSTRUCTION AND PERMANENT STABILIZATION IS ACHIEVED. EXISTING GROSS --- ........ M: ( t FLOOR AREA................................ 2,150 SF I " 14. REMOVE EROSION CONTROL MEASURES,SILT,AND DEBRIS UPON ESTABLISHMENT OF PERMANENT STABILIZED COVER I I I OF ALL UPSTREAM/TRIBUTARY AREAS. zoo q i 15. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED of IN ACCORDANCE WITH ALL CITY,STATE,AND FEDERAL LAWS AND APPLICABLE CODES. PROJECT SCOPE f2 a" / .2 1" 16. THESE PLANS ARE BASED ON INFORMATION AVAILABLE TO OUR OFFICE AT THE TIME OF PLAN PREPARATION. EXPANSION INTO REAR YARD FOR 10 ADDITIONAL PARKING STALLS INCLUDING NEW SITE DRAINAGE,LANDSCAPING AND LIGHTING. q CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS AND NOTIFY OUR OFFICE IF ACTUAL SITE CONDITIONS DIFFER EXISTING DENTAL 2 STORY TREE PROTECTION ZONE/DRIPLINE FROM THAT SHOWN ON THE PLAN,OR IF THE PROPOSED WORK WOULD BE IMPACTED BY ANY OTHER SITE FEATURES. OFFICE TO #14fi95 ` REMAIN ` 17. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. 2,150 SF l q F.F. 16.87 18. REFER TO GRADING AND LANDSCAPING PLANS FOR ADDITIONAL INFORMATION. 1 STORY /EN/EXT �) q 19. CONTRACTOR SHALL CLEAN ALL ON-SITE EXISTING&PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPE [ � 4 4'TALL FLUORESCENT ORANGE AT END of PROJECT AS WELL AS ANY OFF-SITE DRAINAGE STRUCTURES THAT MAY HAVE RECEIVED RUNOFF FROM THE AREA DATA HIGH-DENSITY CONSTRUCTION SITE. FENCE OR APPROVED EQUAL AREA WITHIN TREE I �`/ II \ \ PROPOSED CONSTRUCTION PROPERTY AREA................................ 21,051.73 SF(0.48 Acres) 6'LONG WOOD OR STEEL ZONE TO REMAIN UNDISTURBED URBIOD 20 NECESSARYCONTRACTR SHALL TO PREVENT SIL'T TEMPORARY INLET PROTECTION BEYOND THE LIMITS OF DISTURBED AREA AS I LT AND DEBRIS FROM CONSTRUCTION ACTIVITIES GETTING INTO ANY DRAINAGE SYSTEM ENTRANCE(TYP.) TOTAL DISTURBED AREA.................. 13,343.95 SF(0.306 Acres) FOR WHICH THE PROJECT IMPACTS. FENCE POSTS. POSTS SHALL 6 04/28/2022 AP REV.PER PLANNING BOARD COMMENTS EXISTING IMPERVIOUS AREA 8,987.46 SF 0.206 Acres) BE SPACED HORIZONTALLY 8' yrc: ^_;T� 7_ Y• a, :y„, ,,;;r. f� ( 21. CONTRACTOR SHALL LOCATE CONCRETE WASHOUT AREA, STOCKPILE AREA, AND CONSTRUCTION WASTE MATERIAL ON CENTER MAXIMUM, ;z: STORAGE AREAS SO AS TO MINIMIZE EXPOSURE To STCRMWATER. CONSTRUCTION WASTE SHALL BE IMMEDIATELY 5 03/30/2022 AP UPDATE LIGHTING I PERVIOUS AREA 12,064.27 SF(0.277 Acres) PLACED IN ON-SITE STORAGE CONTAINERS UNTIL READY FOR OFF-SITE DISPOSAL.CONTRACTOR SHALL MAINTAIN SPILL I 4' 4 03/09/2022 PD REV.PER TOWN COMMENTS F ' AREA OF SITE PREVENTION&RESPONSE EQUIPMENT AND MAKE AVAILABLE ON-SITE FOR USE BY CONTRACTOR'S EMPLOYEES TRAINED PROPOSED IMPERVIOUS AREA 12,076,37 SF(0.277 Acres) AREA OF SITE zy y-.' ;y-- F< / 2r Irii:.; / CONSTRUCTION IN THE APPLICATION OF SPILL PREVENTION&RESPONSE PROCEDURES. 3 09/01/2C21 PD SUBMISSION TO PLANNING DEPARTMENT \ ' CONSTRUCTION ;2 3'r.;;.; ,,;; „' :;.<:r�?:::;.>> PERVIOUS AREA 8,975.36 SF(0.206 Acres) 2' 22. CONTRACTOR SHALL IDENTIFY LOCATION OF WASTE CONTAINERS,FUEL STORAGE TANKS,CONCRETE WASHOUT AREAS 2 06/16/2021 PD REVISED SITE LAYOUT oS "� AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED ON THE PLAN. i 1 02/2O/2020 LC REVISED PARKING LAYOUT \' TREE PROTECTION FENCE NOTES: 23. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND IT IS THE NO. DATE BY DESCRIPTION 1. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR PROPOSED LIMITS OF RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. DISTURBANCE. 2. CONSTRUCTION VEHICLES TO STAY AS FAR AS POSSIBLE FROM TREE PROTECTION FENCE TO PREVENT 24, THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: REVISIONS 40p® a COMPACTION OF TREE ROOTS. a. STABILIZED CONSTRUCTION ENTRANCE/EXIT-A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED AT THE DRIVEWAY ALONG THE EAST SIDE of THE PROPERTY;THIS AREA SHALL BE GRADED SC THAT a' v 6 RUNOFF WATER WILL BE RETAINED ON-SITE. TREE PROTECTION FENCE b. INLET PROTECTION-IMMEDIATELY INSTALL FOR EACH INLET A5 DRAINAGE STRUCTURES ARE INSTALLED. WE N.T.S. c. DUST CONTROL-STOCKPILES OF SOIL SHOULD BE LIMITED TO 15'MAXIMUM HEIGHT AND REMOVED OR UTILIZED m FOR SITE CONSTRUCTION AS SOON AS PRACTICABLE. SHOULD EXCESSIVE DUST BE GENERATED, THE {� 0 0 -�` '� SS1 44�o GRAPHIC SCALE CONTRACTOR SHALL APPLY WATER TO BARE SOIL SURFACES TO MINIMIZE BLOWING DUST. N a 20 0 10 20 90 80 25. THE RIGHT-OF-WAY IS NOT TO BE USED FOR STORAGE OR STAGING OF EQUIPMENT OR MATERIALS DURING ' a � CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THE RIGHT-OF-WAY DURING CONSTRUCTION AND SHOULD INSTALL FENCING ALONG THE PROPERTY'S FRONTAGE TO LIMIT ACCESS FOR „� ` m / _ CONSTRUCTION VEHICLES TO DEFINED POINTS OF INGRESS/EGRESS. „ 25 ) IN FEET MAIN ( l OVT E 26. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS PERMANENTLY OR TEMPORARILY(EXISTING DISTURBED AREA WILL 64 BLUE POINT ROAD, UNIT 1 inch = 20 ft. NOT BE DISTURBED AGAIN WITHIN 14 CALENDAR DAYS OF THE PREVIOUS SOIL DISTURBANCE)CEASED,7 P T R C ) THE APPLICATION HOLT6VILLE NEW PORK 7 ( N Y, • ' WIDE)D E) OF SOIL STABILIZATION MEASURES MUST BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED 7 742 6 1 y WITHIN FOURTEEN(14)DAYS FROM THE DATE THE CURRENT SOIL DISTURBANCE ACTIVITY CEASED. (6 31 1 6 61-05 O6 �6 www.KeyCivilEngineering.com PROJECT NAME 2" 1/8"(Z STEEL WIREPROPOSED PARKING INLET PROTECTION TYPES AND USES r 111 I I r I I EROSION CONTROL COVER �\j \j/\\/ 4 j�� jYjl�y�%\�� EXISTING PAVEMENT STAPLES(2 PER----- 8'MIN �� `i��i 1MDR TYPE EXAMPLE USAGE NOTES 50'MIN. STAPLE DETAIL BALE TYP) _ _ STOCKPILE PERIMETER -1 1(MAX} 3' S B B SEDIMENT CONTROL z �STOGKPILED \ ij 10'-0"MIN. EXISTING DENTIST OFFICE j 1 10 MIL PLASTIC - 1011IL PLASTIC LINING z (SILT FENCE SHOWN) �� 2 ��` (7YP.l 14695 MAIN ROAD, MATTITUCK, NY 11952 FABRIC PLACED THIS METHOD OF INLET PROTECTION IS NOT LINING BINDING jl�\��'` o W MATERIAL y�� 0 UNDER INLET NOT PERMITTED MOUNTABLE BERM z WIRE OD ��/ v�� TOWN SOUTHOLD COUNTY OF SUFFOLK GRATE ACCEPTABLE. EXISTING GROUND FILTER CLOTH (OPTIONAL) N - - SANDBAGS ��1� �/� UNDER STONE PROFILE . . STRAW BALE �; DIST.:1000, SECT.: 114, BLOCK: 8, LOT: 5, ZONE RO MAXIMUM SIDE SLOPES OF 2:1. �i ��' EXCAVATED DURING INITIAL OVERLOT GRADING a NATIVE MATERIAL OR CONCRETE - MINIMUM DEPTH 1 Fool. DRAWING TITLE I DROP INLET AFTER THE STORM DRAIN TRUNK IS MAXIMUM DEPTH 2 FEET. 50'MIN. (IF EXCAVATED, BLOCK(TYP.) PROTECTION INSTALLED CONTAIN 90 2V:1H MAX SLOPE APPROVED C� 0 CF PER TRIBUTARY ACRE. ) WOOD OR METAL STAKES MAX SLOPE OF 10/a OF SURROUNDING AREA. � SECTION B-B (2 PER BALE) PLAN STOCKPILE NOTES: ��!G G O��'D SOIL EROSION FABRIC DROP DURING FINAL ELEVATION GRADING EXISTING GROUND " PL/�UH1 1 W 15'MAX UN-REINFORCED HEIGHT OF FABRIC. CONCRETE AND GROUT WASTE MANAGEMENT: 1. STOCKPILE MANAGEMENT INCLUDES MEASURES TO MINIMIZE EROSION AND SEDIMENT TRANSPORT FROM SOILS OR I! INLET PHASES AFTER THE STORM DRAIN MAINTAIN OVERFLOW TO DROP INTO THE I- PROTECTION SYSTEM IS COMPLETED PROP INLET. z I-12'M!N. . 0 z 1. ALL WASH OFF AND NON-SOLID CONCRETE AND GROUT WASTE MUST BE CONTAINED IN AN EXCAVATED OR ABOVE OTHER ERODIBLE MATERIALS STORED AT THE CONSTRUCTION SITE. SPECIAL ATTENTION SHOULD BE GIVEN TO SEDIMENT �a T GROUND LINED CONSTRUCTED PIT. STOCKPILES IN CLOSE PROXIMITY To NATURAL OR MANMADE STORM SYSTEMS. PROTECTION OF STOCKPILES IS A TO%lt`d OF SOUTHOLD ®L PLAN NINIPIUP.1 STONE BARRIER HEIGHT OF 1'. N X > 2. THIS FACILITY WILL RECEIVE ALL WASH WATER FROM THE CLEANING OF CHUTES,MIXERS,HOPPERS,VIBRATORS, YEAR-ROUND REQUIREMENT. /(P STONE&BLOCK DURING THE INITIAL AND INTERMEDIATE NAXIMUA STONE BARRIER HEIGHT OF 2'. "� a PLACING EQUIPMENT, TROWELS, AND SCREEDS. UNDER NO CIRCUMSTANCES WILL WASH WATER FROM THESE 2. THIS DETAIL DOES NOT APPLY TO CONTAMINATED MATERIALS WHICH REQUIRE ADDITIONAL MEASURES. DATE "72- III DROP INLET OVERLOT GRADING OF A DO NOT USE MORTAR. EXPOSE 6"OF FILTER CLOTH OPERATIONS BE ALLOWED TO INFILTRATE INTO THE SOIL OR ENTER SURFACE WATERS OR STOMWATER 3. LOCATE STOCKPILES AS FAR AWAY FROM BODIES CF WATER,IN:ILTRATION AREAS,INLETS,AND OTHER DRAINAGE l DATE: 06/16/2021 PROTECTION CONSTRUCTION SITE L MIT HEIGHT TO PREVENT PONDING OR ALONG BOTH SIDES z MANAGEMENT FACILITIES. SYSTEM COMPONENTS AS POSSIBLE SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE - BYPASS FLOW, PLAN VIEW 3. CAPACITY-SIZE FACILITY TO CONTAIN SOLIDS,WASH WATER,AND RAINFALL. WASH WATER SHALL BE ESTIMATED ENVIRONMENTAL DAMAGE. • SCALE: ill __20' BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS AT 1 CUBIC FOOT PER CHUTE AND 7 CUBIC FEET PER 4. WEEDS SHOULD NOT BE ALLOWED TO GROW ON STOCKPILES. USED AFTER PAVEMENT USE WITH UPSTREAM BUFFER STRIPS AND HOPPER OF THE CONCRETE PUMP TRUCK AND/OR DISCHARGING DRUM. 5. WHEN THE STOCKPILE IS NO LONGER NEEDED,PROPERLY DISPOSE OF EXCESS MATERIALS AND RE-VEGETATE OR PAVED SURFACE CONSTRUCTION HAS BEEN DONE WHILE WITH TEMPORARY SURFACE STABILIZATION. STABILIZED CONSTRUCTION ACCESS NOTES: 4. LOCATION-LOCATE FACILITY FOR ACCESS BY TRUCKS AND AS FAR AS POSSIBLE FROM DRAINAGE SWALES,STORM OTHERWISE STABILIZE THE GROUND SURFACE WHERE THE STOCKPILE WAS LOCATED. PROJECT NUMBER: 19195 IV INLET PLACE AT INLET PERIMETER OP.BEYOND. DRAIN INLETS,WETLANDS,STREAMS AND OTHER SURFACE WATERS AND WHERE POSSIBLE,A r11NIMUM OF 100 FEET 6. FOR STOCKPILES MAINTAINED FOR MORE THAN ONE DAY, A SEDIMENT CONTROL SYSTEM, CONSISTING OF SILT FINAL GRADING AND SOIL 1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. PROTECTION INTEGRATE TRAFFIC SAFETY. AWAY FROM SUCH. PREVENT SURFACE RUNOFF FROM ENTERING THE STRUCTURE. SIGNS SHALL BE PLACED TO FENCING OR COIR LOG,SHALL BE INSTALLED AND MAINTAINED ON DOWNHILL SIDES TO CONTAIN MATERIAL. DRAWING BY: PD STABILIZATION:S OCCURRING 2. LENGTH - NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH DO NOT CAUSE FLOODING OR BYPASS FLOW. WOULD APPLY). DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS DISCHARGED. 6.1. FOR TEMPORARY STOCKPILES ON THE INTERIOR PORTION OF A CONSTRUCTION SITE,WHERE OTHER RECEIVED FABRIC WILL EQUAL OR EXCEED THE 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. 5. LINER-PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 MILS WITH NO HOLES OR TEARS,AND ANCHORED DOWN-GRADIENT CONTROLS,INCLUDING PERIMETER CONTROL,ARE IN PLACE,STOCKPILE PERIMETER _ CHECKED BY: JP INSTALLED AND ANCHORED IN PERFORMANCE STANDARD FOR THE SILT 4. WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS BEYOND THE TOP OF THE PIT WITH STAPLES AS SHOWN, AN EARTHEN BERM, SAND BAGS, STONE, OR OTHER CONTROLS MAY NOT BE REQUIRED. MANUFACTURED STRUCTURAL APPURTENANCE. 6.2. PROTECT ALL STOCKPILES FROM STCRMWATER RUN-ON. ACCORDANCE WITH THE FENCE FABRIC. THE INSERTS WILL BE OCCURS TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. I MAY 17 2022 APPROVED BY: JP V INSERT INLET MANUFACTURERS RECOMMENDATIONS INSTALLED TO PRESERVE A MINIMUM OF 509'o r 6. PRE-FABRICATED WASHOUTS MAY BE USED IF THEY ENSURE THE CAPTURE AND CONTAINMENT OF THE WASTE 6.3. FOR STOCKPILES IN ACTIVE USE,PROVIDE A STABILIZED DESIGNATED ACCESS POINT ON THE UPGRADIENT PROTECTION 5. GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. AND DESIGN DETAILS CF THE OPEN UNOBSTRUCTED DESIGN FLOW 6, SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED WASH AND BE SIZED BASED AS ABOVE. SIDE OF THE STOCKPILE. OTO THIS AREA OF THE STORM DRAIN INLET OPENING. 1 7. MAINTENANCE: 6A. SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-THIRD 113 OF THE BARRIER SEAL &SIGNATURE: ALTERATION C PT BY ON LICENSED BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. ( ) SouThOkl -i CVdn DOCUMENT EXCEPT BY A LICENSED 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR 7.1, ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE HEIGHT. Plartnin Board PROFESSIONAL ENGINEER IS G DEACTIVATED AND REPAIRED OR REPLACED IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED 6.5. INSPECT STOCKPILE SEDIMENT CONTROL SYSTEM IMMEDIATELY AFTER MODIFYING STOCKPILE. 9 VIOLATION OF SECTION 7209, INLET PROTECTION NOTES: FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED 6.6. REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED,OR AS DIRECTED BY THE SUB-DIVISION 2,OF THE NEW YORK 1. CONTRACTOR MAY USE THE TYPE SUITABLE FOR THE SITUATION AND THEIR MEANS AND METHODS UNLESS ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. OVER HARDENED CONCRETE SHOULD BE PUMPED TO A STABILIZED AREA,SUCH AS A GRASS FILTER STRIP. EDUCATIONSTATE LAW 8. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN T2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75%OF THE STORAGE CAPACITY of THE ENGINEER,TO KEEP THEM FUNCTIONING PROPERLY. `P(�O ��y0 NOTED OTHERWISE ON PLAN. CONTRACTOR MUST SUBMIT SPECIFICATION OF ANY TYPE V TO ENGINEER APPROVEDSEDIMENTWASHING IETRAPPING DEVICE. STRUCTURE IS FILLED, ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND 7. FOR STOCKPILES INACTIVE FOR MORE THAN 14 DAYS, STABILIZE THE STOCKPILE TO PREVENT SEDIMENT ICI rY ONE Cq q_q 'Q DRAWING No: BEFORE USE. PROPERLY DISPOSED OF OFF SITE. TRANSPORT USING AN EROSION CONTROL SYSTEM,CONSISTING OF TEMPORARY SEEDING AND MULCHING,PLASTIC Q < 2. THE DRAINAGE AREA FOR A STORM DRAIN INLET WITH INLET PROTECTION SHALL NOT EXCEED 1 ACRE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. c O < 3. IMMEDIATELY INSTALL INLET PROTECTION WHEN A STORM DRAIN INLET IS CONSTRUCTED. 10. CONTRACTOR TO ENSURE THAT THE TRACKING PREVENTION REMAINS EFFECTIVE DURING ALL CONSTRUCTION 7.3. DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION I DEMOLITION LANDFALL. ON SITE I GEOTEXTILE COVERING, OIL BINDERS,OR EROSION CONTROL BLANKETS. USE OF MULCH OR SOIL BINDERS ONLY n L �I NTR LrTEMPORARY STABILIZATION MEASURES MUST BE IMPLEMENTED ON THE DISTURBED PHASES. DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. IS ACCEPTABLE IF THE STOCKPILE WILL BE IN PLACE FOR NO MORE THAN 60 DAYS. � �O� Z r N •" LE 4. EROSION CC 0 IN THAT CASE,THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED,OR BURIED AND COVERED WITH A MINIMUM 8. IMPLEMENT DUST CONTROL PRACTICES AS APPROPRIATE ON ALL STOCKPILED MATERIAL. 2?2, m C) ��II '( w DRAINAGE AREA TRIBUTARY To THE INLET. 11. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS,DITCHES,OR WATERCOURSES. 12. CONTRACTOR TO RELOCATE TRACKING PADS AS NECESSARY. OF 2 FEET OF CLEAN COMPACTED EARTHFILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. N �� 5. TYPE IV INLET PROTECTION PRACTICES INCLUDE COMPOST FILTER SOCKS,GEO-TUBES FILLED WITH BALLAST, 7.4. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. Oo �� N `a9,_,, AND OTHER APPROVED EQUAL MANUFACTURED SURFACE BARRIERS. 13. EXPOSE 6"END OF FILTER CLOTH ON BOTH OF THE LONGER SIDES FOR THE ENTIRE LENGTH. 6. TYPE V INLET PROTECTION PRACTICES INCLUDE DANDY SACK,FLEXSTORM CATCH-IT,ULTRATECH ULTRA-DRAIN 7.5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN c gm GUARD,AND OTHER APPROVED EQUAL MANUFACTURED INLET INSERT. NON-DESIGNATED AREAS. 9<(- H N INLET PROTECTION STABILIZED CONSTRUCTION ACCESS CONCRETE AND GROUT WASTE MANAGEMENT MATERIAL STOCKPILE .a N.T.S. N.T.S.N.T.S. N.T.S. N.T.S. � ETA L "lit PE ANTEAU, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER J083937 5 OF 6 YAKey CivillProjects\2019\19195_Mancini_14695 Maui Road_Mattituck\Drawings\Key CivA19195_2022A4"28_SPP6.dwg r� USE RIBBED SIGN SAVER PLATES WHERE 1'X 1'-6"X 0.8 ALUM."NO STOPPING ANYTIME" SIGN THICKNESS IS LESS THAN 12 HEAVY DUTY GRAY IRON(CL35)DRAINAGE STRUCTURE SET BY EJ SIGN(NYR 7-4)TO BE INSTALLED PROPOSED GAUGE(0,080"80 MIL)AND SIGN IS ROUND GRATE SET MODEL No.:V3600-3 RG V3600 CV UND a IN FRONT OF PARKING AISLE "NO PARKING ANYTIME"SIGN ROUND COVER SET MODEL No.:V1600-3 RG REV/CPH2 CV UND h MOUNTED TO OPEN SIDE OF U CHANNEL 1/4"x 1/2"STAINLESS STEEL OR 1.5"COMPACTED WEARING COURSE NO WHITE BACKGROUND PROPOSED ACCESSIBLE"RESERVED POS GALVANIZED BOLTS,GALVANIZED OR APPROVED EQUALS FULL DEPTH VERTICAL SAW CUT (NYSDOT TYPE 6F) PARKING PARKING"SIGN&"VAN ACCESSIBLE"SIGN PROPOSED CURB LINE ALUMINUM SIGN(S) WASHERS,AND STAINLESS ANY RED TEXT {TYP) STEEL TAMPER PROOF NUTS 4t�`' 4 MEET EXISTING FLUSH WITH NO TRIPPING HAZAR TIME TACK COAT SIDE OF �•�+ EXISTING ASPHALT PAVEMENT TO REMAI THIS SIGN TYPICAL AT ALL 8'WIDE 4"WIDE PAINTED M attituGk-cu' tcho 7 EXISTING ASPHALT ALVANIZED U CHANNEL POST _ _ NYR 7.4 ADA STRIPED ACCESS AISLE 4"WIDE PAINTE STRIPE WHITE ' z 'r ' STRIPE(BLUE)(TYP.) q�N { ) (WHERE SIGNS ARE MOUNTED 90 8" 2'-0" ,lt.St HIC�11 SCI1 IDEGREES TO EACH OTHER,A V-0"X V-6"X 0.8 ALUTA,"RESERVED PARKING" CO wUzSQUARE POST MAY BE USED)_ _ _ SIGN{MUTCD R7-8(MOD.))BOLT TO STEEL TUBE � � � = w_ W/3;8"CADMIUM PLATED BOLTS,NUTS,AND WASHERS. z >RESERVED � r` �! aARKINc REEK LETTERS Qd TOP OF GRADEG2�� LSi. --- 2.5"COMPACTED ASPHALT BINDER * COLORS: PAINTED ACCESSIBLE p NOTES AZURE BLUE • �' 1. MANHOLE TO SUPPORT H-20 TRAFFIC LOADING ALL COLORS TO BE NON-REFLECTORIZED SYMBOL TYP(BLUE) PLAN COURSE NYSDOT TYPE 3 Our,t C of Good '-F ( ) • LEGEND&BORDER............... GREEN 2. CONCRETE STRENGTH 4,000 PSI @ 28 DAYS _ c'11"I'atookca,: -*--► ® / / / 3. REBAR TO BE ASTM A-615 GRADE 60 RAME AND GRATE CoUt�S01tES Cl " /- "1' 6"DENSE GRADED AGGREGATE BASEJ WHITE BACKGROUND BACKGROUND........................ WHITE COURSE(NYSDOT TYPE 2) TO 95%MIN STANDARD COMPACTED vAN �_ • SYMBOL........................ � \ 4. WELDED WIRE FABRIC ASTM A-185 , 0 6"X 12""VAN ACCESSIBLE" ......... WHITE VARIES 9'-0" � " T095/n STANDARD PROCTOR ACCES319tE $'6" \ PRECAST `{' 0 SIGN(MUTCD R7-8p) SYk4601 BACKGROUND........ BLUE NOTE: SEE PLAN (TYP) \\/\ 12"MIN 4 �NROP m St \ CONCRETE COLLAR / 1 24"MAX `T' t fU1UT D R7- ALL PAVEMENT MARKINGS SHALL MEET MUTCD STANDARDS AND SPECIFICATIONS. / / / / !� c ',,. ` PAVEMENT SECTION - ? NOTES: �_...., a t tft u G k uff�tk"Ave 1. ACCESSIBLE PARKING SIGN SHALL CONFORM WITH CURRENT FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS. TYPICAL PAINTED STANDARD AND ACCESSIBLE STRIPING AREA DETAIL h /\\� \� �� N.T.S. 2. VAN ACCESSIBLE SIGN SHALL CONFORM WITH CURRENT FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS. X/ ' \T yQ N.T.S. OST INSTALLED IN 6"DIAMETER 7" 0jj p 3. MINIMUM SIGN MOUNTING HEIGHT SHALL BE 60"MEASURED FROM BOTTOM OF LOWEST SIGN TO THE PARKING FLOOR. i\ ( I SEW Stl iT j� CONCRETE SONOTUBE,3' ACCESSIBLE RESERVED PARKING VAN ACCESSIBLE MINIMUMEMBEDMENTDEPTH 12" NO PARKING ANYTIME SIGN DETAILS \ \/ 8"WALL 48`0 2" SIGN AND POST NOTES: ; N.T.S. 1. WALL OR FENCE MOUNTED SIGNS SHALL BE 14 GAUGE ALUMINUM(0.06",60 W VICINITY MAP f141L)THICKNESS. OTHER SIGNS SHALL BE MINIMUM 14 GAUGE THICKNESS. EE STEPS AT 12"O.C. 1"=1,000' 2. MINIMUM OF 10 GAUGE ALUMINUM(0.10",100 MIL)THICKNESS FOR SIGNS GREATER THAN 2 SQUARE FEET IN AREA. 1 1l2" 3. SIGNS TO BE MOUNTED ON THE SAME POST ARE CALLED OUT IN ORDER PROJECT DATA FROM TOP TO BOTTOM. APPLICANT.................................. DR.MICHAEL KAMPOURAKIS 6"0 STEEL PIPE FILLED WIT • 14695 MAIN ROAD 6"4,000 PSI AIR ENTRAINED CONCRETE AND PAINTED YELLOW °►. SIGN AND POST 12"SUMP MIN. MATTITUCK,NY 11952 CONCRETE WITH 6x6-W10xW10 6"NYSDOT TYPE 2 SUB-BASE ". N.T.S. ::; OWNER....................................... NANK HOLDINGS LLC f, WELDED WIRE FABRIC 3" CO 1 a y': 14695 MAIN ROAD IJ MATTITUCK,NY 11952 • BLU AR• SQU E A 18" � TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 8,Lot 5 • N o SECTION SITE AREA_............................... 21,051.73 SF(0.48 Acres) CONCRETE CURB ALL DETAIL NOTES ................... ° CURRENT ZONING RO n COMPAGTEDSUBGRADEy\ \ \ \ \ 4 -® Q1 PRECAST CONCRETE CATCH B SI / NHOLE DETAIL PROPOSED ZONING.................. NO CHANGE 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS,AND COORDINATE WITH ALL CONTRACT DRAWINGS,PROJECT SEALANT `• SHOP DRAWINGS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. IF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND DESIGN N.T.S. CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) CONCRETE SLAB DETAIL 12"� "is PLANS ARISE,THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. PROPOSED USE......................... NO CHANGE 24 2. THE CONTRACTOR..HALL PROTECT EXISTING FACILITIES,STRUCTURES,BUILDINGS,AND UTILITY LINES FROM ALL DAMAGE. EXISTING FOOTPRINT............... 1,795.64 SF(INCLUDING GARAGE) N.T.S. GRADE r: GRADE �> EAVY DUTY GRAY IRON(CL35)DRAINAGE STRUCTURE SETS BY EJ EXISTING GROSS 2,150 SF LOCATE AT EDGE OF PARKING SPACE '" 'y" 3. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. ROUND GRATE SET MODEL No.:V3600-3 RG V3600 CV UND FLOOR AREA................................ ROUND COVER SET MODEL No.:V1600-3 RG REV/CPH2 CV UND ,; ,`.'•.,; .:: , ,;`; OR APPROVED EQUALS ACCESSIBLE SYMBOL ` :•''r% ''` 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE PROTECTION OF ALL EXCAVATION SLOPES,WHERE NECESSARY,SHEETING CONCRETE CHIMNEY OR 4'• <'':':; NATURAL SOILS OR FOR PARKING SPACE AND SHORING OF EXCAVATION SHALL BE PROVIDED WITH ALL REQUIRED TIE BACKS AND BRACING. METHODS EMPLOYED IN ALL BRICK ADJUSTMENT .'° •: COMPACTED FILL.ALL FILL SHEETING AND SHORING SHALL BE DESIGNED BY THE CONTRACTOR'S PROFESSIONAL ENGINEER LICENSED IN NEW YORK STATE. + PROJECT SCOPE 6"(d STANDARD STEEL PIPE " !. z SHALL BE COMPACTED TO 95% FINISHED GRADE N.T.S. FILLED WITH CONCRETE • .'• z g, MAXIMUM MODIFIED DRY 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING INSPECTIONS ACCORDING TO GOVERNING BUILDING CODES. DENSITY PER ASTM D1557 z ¢ EXPANSION INTO REAR YARD FOR 10 ADDITIONAL PARKING STALLS a 6. IF CONDITIONS IN THE FIELD ARE DIFFERENT THAN THOSE INDICATED ON THE CONTRACT DOCUMENTS OR DESIGN CALCULATIONS,THE b 'CONCRETE TOP TO SUPPORT H-20 INCLUDING NEW SITE DRAINAGE,LANDSCAPING AND LIGHTING. AUGERED OR FORMED CAST IN PLAC :.Y PLACED IN 12"LOOSE LIFTS , "24" 4 �? VEHICULAR LOADING,4000 PSI AT 28 DAYS CONCRETE PIER FOUNDATION.4,000 ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 12"0 CPP @ 1.00%MIN. N PSI AIR-ENTRAINED CONCRETE 7. NO REVISIONS,ALTERNATES,OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL ---- ° BOARD ON BOARD CEDAR 3"GRANULAR BASE "° S- y•. ; co FROM THE ENGINEER AND OWNER. ® ® ® ® ® ® ALL WALL SECTIONS&TOPS SHALL BE SET IN A BED OF MORTAR SIDING,SOLID STAIN rr%: µ ;. . 8. STRUCTURAL CONCRETE AND CONCRETING PRACTICES SHALL CONFORM WITH ACI-318,"BUILDING CODE REQUIREMENTS FOR 9">O STRUCTURAL CONCRETE." DETAILS SHALL BE IN ACCORDANCE WITH ACI-315,"MANUAL OF STANDARD PRACTICE: DETAILS AND BACKFILL UNDER,AROUND AND TOP OF DRYWELL DETAILING OF CONCRETE REINFORCEMENT." FORMWORK SHALL CONFORM WITH ACI-347,"GUIDE TO FORMWORK FOR CONCRETE" WITH CLEAN GRANULAR GRAVEL AND SAND ® ® ® ® ® ® RAPNAGE RINGS SHALL BE WRAPPED IN 1�1 BOLLARD DETAIL UNLESS OTHERWISE NOTED ON THE CONTRACT DOCUMENTS. WITH 60Z.MIN.GEOTEXTILE FILTER FABRIC N.T.S. 93 9. CONCRETE SHALL BE NORMAL WEIGHT STONE AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. ALL ® ® ® ® ® . REAR ELEVATION DESIGN MIXES SHALL BE PROPORTIONED IN ACCORDANCE TO SECTION 5.3,"PROPORTIONING ON THE BASIS OF FIELD EXPERIENCE 10'0" ®¢® � ® ® Iw7I AND/OR TRIAL MIXTURES"OF ACI-318, 6 04/28/2022 AP REV.PER PLANNING BOARD COMMENTS 1131% ® ® ® ® [<3 113 10. CONCRETE SHALL HAVE A SLUMP NO GREATER THAN 4"TO WITHIN A TOLERANCE OF 1"• ®�® ® ® ® [a ® \ 5 03/30/2022 AP UPDATE LIGHTING 130ARD ON BOARD CEDAR ;1•:'a;. ..'• , n • •°••• '°•'.• .e M •' 11. EXPOSED CONCRETE SHALL BE AIR ENTRAINED,6%(WITHIN 1%TOLERANCE),CONFORMING TO ASTM C 260. ® ® ® ® ® [03 ® \ 4 03/09(2022 PD REV.PER TOWN COMMENTS SIDING.SOLID STAIN .: . ...p. .., a�..,..,';, `. .�. s P,n. ® ® ® ® ® I��l ® / �. Ci ' `' '. ,:• 12. CONCRETE SHALL BE CONSOLIDATEC A PLACE USING AN INTERNAL VIBRATOR. a,.• •" ® ® ® ® U W 3 09/01/2021 PD SUBMISSION TO PLANNING DEPARTMENT .°. . .PITCH SLAB .. ' :° ILL ® cn • ° •• O \ O < TO DOORS �. :•• 13. REINFORCING STEEL BARS SHALL BE BI!1 ET STEEL CONFORMING TO ASTIR A 615,GRADE 60. ALL REINFORCEMENT SHALL BE SECURELY ® ® ® ® ® © 2 06/16/2021 PD REVISED SITE LAYOUT HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED,ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR � �� a °• •rA ••:..: TO FURNISH SUPPORT FOR ALL BARS. BAR SUPPORTS IN CONTACT WITH EXPOSED SURFACES SHALL BE PLASTIC TIPPED. ALL O ® ® ® ® ® ® \ \\ CL 1 02/20/2020 LC REVISED PARKING LAYOUT SIDE ELEVATION q ' �•. LU / GATE FRAME 2.25"x2.25"x1/4" o :. °. •' ACCESSORIES SHALL BE GALVANIZED. w STL.ANGLE W/DIAG.BRACING • . ° `: n °' ? a NO. DATE BY DESCRIPTION FROM ALL CORNERS S.,.• A. °. n• '• ' 14. ALL SPLICES OF REINFORCING BARS NOT INDICATED ARE TO BE LTS AS PER THE REINFORCING SPLICE SCHEDULE OR 40 BAR / ® ® r 177 : a. ••••. DIAMETERS. DISCONTINUOUS ENDS OF CONTINUOUS BARS SHALL BE STANDARD HOOKS. ® ® ® lul ® ® -3'-0"MIN- REVISIONS WOODEN FENCE ..,•, •. .... ..• .:.:` �a. �� I 'HEAVY DUTY GATE I ( 073 M r CEDAR SIDING I °•. ENCLOSURE °'�` '•` 15. CONCRETE FOOTING SHALL CURE FOR A MINIMUM OF 3-DAYS PRIOR TO THE INSTALLATION OF THE HIGH CURB WALL. ° ...; . .. HARDWARE,TYP. • .,, a 16 WALL SHALL NOT BE BACKFILLED UNTIL CONCRETE HAS ATTAINED 28 DAY STRENGTH .. y. I �id I I I I I I • •° d, , <� GROUNDWATER H.D.CANE BOLT W! I I ( '. 4. ;`° e. a • " 17. WALL SHALL BE PROVIDED AT EQUAL DISTANCES OF NOT MORE THAN 15 FT.JOINTS SHALL BE "' 4"MIN. EXPANSION JOINT THROUGH THE ENTIRE HANGER,TYP. FILLED WITH PREFORMED EXPANSION JOINT FILLER,,/2"THICK.THE JOINT SHALL BE RECESSED 1!4"FROM THE TOP AND ALL EXPOSED .,/n; :,, •° .• N WALL FACES.CAULKING SHALL BE PROVIDED ABOVE EXPANSION JOINT,FLUSH WITH TOP AND ALL EXPOSED WALL FACES. " .' ,' •..' .,• MIN PENETRATION INTO A VIRGI FRONT ELEVATION) M STRATA OF SAND AND GRAVEL °' f. NOTES: TREATE ° �. 1. LEACHING POOLS SHALL BE PRECAST CONCRETE CEMENT STRUCTURES AS MANUFACTURED BY SUFFOLK PRECAST INC. /N TRASH ENCLOSURE ELEVATIONS ONCRETE PAD CIVILI ME N.T.S. CEDAR BOARD FINIS OR EQUIVALENT.SHOP DRAWINGS SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL GATES PLAN (MAX 33,GRADE 1/4"RADIU 1-1/2"RADIUS 2• ALL CONCRETE CEMENT USED IN THE MANUFACTURING OF PRECAST STRUCTURES SHALL DEVELOP A MINIMUM 664 BLUE POINT ROAD, UNIT B /SLOP COMPRESSIVE STRENGTH OF 4000 P.S.I.IN 28 DAYS. HOLTSVILLE, NEW YORK 11742 N.T.S 3. SHOP DRAWINGS OF PRECAST MANHOLES&CATCH BASINS MUST BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL. (6 31) 9 61-05 0 6 4. REQUESTS FOR DEVIATIONS FROM STANDARD DRAINAGE INSTALLATIONS SHOWN MUST BE MADE IN WRITING&MUST INCLUDE DRAINAGE CALCULATIONS. w►ww.KeyCivilEngineering.com 2"TYP 5. ALL DRAINAGE STRUCTURES SHALL BE PLACED IN ACCEPTABLE LEACHING SOILS AS APPROVED BY THE TOWN ENGINEER. IN THE EVENT POOR LEACHING MATERIALS IS ENCOUNTERED,EXCAVATION IS TO BE CONTINUED TO SUITABLE MATERIAL& PROJECT NAME BACK FILLED AS DETAILED, OMPACTED BACKFILL • • z ON-SITE DR ELL DETAIL I BOARD ON BOARD CEDAR SIDING, `\ mi SOLID STAIN 1`\ `a t? APPROVED �� N.T.S. n M 1 it' i' 1��/ 1(4"RADIU 1-1/2"RADIUS No.4 REBAR CONTINUOUS EXCEPT t� F1N/S a a LOT EXANSION FOR (MAX 3E°top 8" THROUGH EXPANSION JOINTS AT �L/ t��G QOAr�® EXISTING DENTIST OFFICE \ sCopFl TOP OF CURB TO%AvIH OF SOUTHOLr 14695 MAIN ROAD, MATTITUCK, NY 11952 CONTINUOUS 2x8 /\ j\ t, VARIES(6"MIN.T018"MAX) TOWN SOUTHOLD, COUNTY OF SUFFOLK BUMPER BOARD / SEE GRADING,DRAINAGE, a DATE 1/4"RADIUS �� &UTILITY PLAN � (p �� 6„ DIST.:1000, SECT.: 114, BLOCK: 8, LOT: 5, ZONE RO 1/2"RADIUS EXPANSION JOINT FILLER WHERE No.3 REBAR CONTINUOU ` / \ CURB IS ADJACENT TO SIDEWALK. DRAWING TITLE Q EXCEPT THROUGH C- o EXPANSION JOINTS (, {I fl, IFINISHED GRADE FINISHED GRADE w r PAVEMENT 3:,.. SITE DETAILS 6"DIA.BOLLARD.TYP. -ASPHALT BACKFILL Q ASPHALT PAVEMENT (REFER TO b'' r (SEE DETAIL THIS SHEET) ASPHALT PAVEMENT(REFER TO GRADING&DRAINAGE PLAN FOR /' FINISH GRADE 1"BELOW TOP OF GRADING&DRAINAGE FLAN FOR LOCATIONS) CURB IN ALL LAWN AREAS.FLUSH CONCRETE 4000 PSI AT 28 DAYS d • '. \/\/\/ LOCATIONS) \\/�\ IN ALL SIDEWALK AREAS. 7 DATE: 06116/2021 MIN COMPACTED 3/4"CLEAN .' i /' No.3 REBAR AT , "MIN COMPACTED 3/4"CLEAN /j WASHED STONE OR APPROVED : ' #50 BAR CONTINUOUS o�n r 12"ON CENTER / �\�� WASHED STONE OR APPROVED No.4 REBAR AT 12'ON CENTER © / �� EQUAL BETWEEN JOINTS n D. \ EQUALo� ). SCALE: AS NOTED �. GRADE � ��\�\ ,�/�\ r G a 7. : `. 4 :. a ..'•� ,•. ..� � �• ip,.,, I PROJECT NUMBER: 19195 ...1• o . T A IA 9 CONCRETE 4000 PSI AT 28 DAYS \ \ \ \ r .4 .•" ':::.. <. ;, , . ° " • • \�O%� PSI AT 28 DAYS OMPAC ED$ CKF L No. CONCRETE 400 g o I o I L 4 REBAR CONTINUOUS EXCEPT q \\j \� d I-- -•-I a ,`" DRAWING BY: PD \-COMPACTED BACKFILL THROUGH EXPANSION JOINTS I AT 12"ON CENTER 1 CONCRETE CURB NOTES: CHECKED BY: JP \ 1. CONCRETE SHALL BE A MONOLITHIC POUR,MUST USE FORMS FRONT AND REAR. I No.3 REBAR CONTINUOU $ \ 2. CONCRETE TO CURE 14 DAYS MIN.BEFORE ROADWAY PAVING CAN BEGIN. `�i\�/ `//�\y/� ��//\ EXCEPT THROUGH APPROVED BY: JP EXPANSION JOINTS 2"X 3"KEY 3. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL CONDITIONS SHALL BE BACKFILLED I 3 REBAR AT 12"ON CENTER ° a WITH 3/4"CLEAN CRUSHED STONE. pp %\ 6x6 TREATED FENCE POST I 14. EXPANSION JOINTS TO BE 5'h41N.,15'MAX. SEAL CX SIGNATURE. ALTERATION OR ADDITION TO TI IIS /\ ° /� 4'-t)"INTO CONC.PIER I I DOCUMENT EXCEPT BY A LICENSED \ i I d 5. EXPANSION JOINTS SHALL BE PROVIDED AT EQUAL DISTANCES OF NOT MORE THAN 15' AND AT ALL STORM SEWER PROFESSIONAL ENGINEER IS A ' I I.•'/ 2"CLEAR(TYP) 3"(TYP) INLETS. JOINTS SHALL BE FILLED WITH PREFORMED EXPANSION JOINT FILLER, 1/2" THICK. THE JOINT SHALL BE VIOLATION OF SECTION 7209 • \ .I I. I I .I I I I r \/ /\ OF NIP SUB-DIVISION 2.OF THE NEWYORK EXPOSE POST END L _f L j �\ / \ RECESSED 1/4"FROM THE TOP AND FRONT OF THE CONCRETE CURB.CAULKING SHALL BE PROVIDED ABOVE EXPANSION �� / STATE EDUCATION LAW, \� /. /\��,\� /./i /i \��/\/\/��\,x\ JOINT,FLUSH WITH TOP OF CURB. yN R.PFRq O,Q L PLACE ON UNDISTURBED SOIL 2'-6"MIN 6. PAVEMENT REPAIR TO BE PROVIDED AS NEEDED FOR CURB REPLACEMENT. U� PROVIDE P��11N.8"DRAWABLE 7. THE TOP OF CURB r Thy � DRAWING No: w MATERIAL AT EXPOSED POST END PLACE ON UNDISTURBED SOIL (AT THE OUTSIDE OR NON-EXPOSED FACE)AND THE FLOW LINE OF CONCRETE GUTTER SHALL NOT G 7k CONCRETE CURB ALL DETAIL (TYPE I) VARY MORE THAN 0.01 FT.FROM A 10 FT.STRAIGHT EDGE PLACED LONGITUDINALLY ALONG THE CURB OR AT THE FLOW ."". CONCRETE CURB ALL DETAIL (TYPE II) LINE OF THE GUTTER. O NOT ! L .° S. LED FOR GRADE DIFFERENCES OF 6" TO -6" MAX8. THE FACE OF CURB SHALL NOT VARY MORE THAN 0.03 FT. FROM A 10 FT. STRAIGHT EDGE PLACED LONGITUDINALLY TRASH ENCLOSURE SECTION ; cc MAXI I N.T.S. FOR GRADE DIFFERENCES OF 1'-Ue1 TO 3'-®�� X ALONG THE FLOW LINE. N.T.S. 9. THE ELEVATION OF THE TOP OF CURB OR FLOW LINE OF GUTTER SHALL NOT VARY MORE THAN 0.02 FT.FROM THE TRUE �01 G`� CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF N.T.S. ELEVATION LAID OUT IN THE FIELD BY THE ENGINEER. A -_ : SI RECORD FOR REVIEW PRIOR TO INSTALLATION OF CONCRETE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF TRASH ENCLOSURE DETAILS CURB WALL FOR GRADE DIFFERENCES OF 6"T01'-6" RECORD FOR REVIEW PRIOR TO INSTALLATION OF CONCRETE CONCRETE CURB N.T.S, CURB WALL FOR GRADE DIFFERENCES OF V-6"TO 3'-0" N.T.S. - ERANTEAU, P.E. PAGE No: (JAYE IORK STATE PROFESSIONAL ENGINEER #083937 6 OF 6 Y:\Key Civil\Projects12019\19195_Mancini-14E95 Main Road_Mattituck\DrawingslKey Civil\19195_2022.04.28_SPPo.dwg l t�^s LOCATION., p a^e OFFICE, F.00ATION: i RVG ADDRESS: 'Than Hall Annexrr. P.O.Box 1179 '543 5 State Route 25; ro ,..tk ram. SL111tbold,,NY 1.197.1 (car.Main Rd.&Youngs Ave.) :Southold,NY Telephone:6 1 7+65-.t938 WWW.8ontho1dtownuy. oy-> PI.A J1111NG BOARD OFFICE TO WN OF SOUTI-IC?.LD .tune 7, 2022 Ms. Jaclyn Peranteau, P.E. Key Civil Engineering, P.C. 664 Blue Point Road, Unit B Holtsville, NY 11742 Re ,approval—14696 Main .Road (Dentist Office)Amended (Parking Lot Expansion) 14695 Main Road, Mattituck SGTM41'000-114:8-5 Dear Ms. Peranteau The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, June,6, 2022 WHERE-AS,this amended site plan)s to expand an existing parking area as.part of an existing dentist office on 0.48 acres in the Residential Office (RO)Zoning District, Mattirl.tck; and WHEREAS, on September 9, .2.0.21, Jaclyn Peranteau, authorized agent, submitted a Site'Plait Application for review; and WHEREAS, on October 4, 2021,the Planning Bound accepted the application as complete fear review; and WHEREAS, the Southold Town Planning Board, pursuant tc State Environmental Quality'Review Act(SEQRA),6 NYCRR„ Part 617.6 (c), determined that the proposed action is-a_.rype it Action as It tails,within the following description for 6 NYGRR, tart 617.5(c)(7)construction:or expansion off-a primary or accessory/appurtenant, non- residential-structure or facility involving less than 4,000 square feet of gross floor area and not involving-a:change in zoning or a use variance and consistent with local land use controls, but not radio communication or microwave transmission facilities; and 14695 tvlain Road Parking Page 2 n WHEREAS, on November 3 12021,.,the Planning Bdard,:pursuant to Southold Town Code 280-4 31'C., distributed.the application tip;the required agencies far heir comments; and WHEREAS, on November4, 42 the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel;.'and WHEREAS, can November 5, 2021,7the Southold Town Fire Insgec#or reviewed and determined that there wasadequate fire protection and emergency access for the site; and WHEREAS, the proposed actiorrVas determined exempt for review by the Suffolk County Planning Commission':( Cl C); and WHEREAS, on November 1 , 2021.,'the Town of Southold Local Waterfront Revitalization Rrpgrarn Coordinator reviewed the proposed project and determined it to be consistent with the Southold Town LWRP policies; and WHEREAS, on November 23,:2021, theTSouthgld Town Engineer reviewed the proposed apptication and'-determined that.the'appli ation met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS.,on December 6; 2021, the Planning Beard required certain revisions to the site plan and information to be provided, and ERE AS, on:April 6,,2022,,Jaclyn Peranteau, authorized agent, submitted revised :site plaits for review; and WHEREAS,.on April 25, 2022, the Planning Board reviewed the revised site plans and required Tree fund payment; and WHEREAS, pursuant to 280-129(C)(1.) the Planning Board agreed to permit the applicant to pay a sum* Ii! ;u trf'tvto$2) required street trees.:A third required tree will be planted as required. The fee shall be paid prior to any site plan approval and will be deposited into the Fiduciary Fund.and uses by the Southold Town Free Committee exclusively for the planting of new street frees and/or the-replacement of damaged or removed trees on Town roperty;.and WHEREAS,: on May 17, 2022°;.Jaclyn Peranteau, authorized agent, submitted required information.for review;;Alrld WHEREAS, on May 23, 20221, the S.outhold,Town Planning Board determined that all applicable r°oq€rirements cif the Site Plan Regulations,Article XXIV, §280-Site Plan Approved df the Town of Southold have been met; therefore be it 14L9b Alain R66d..Parkjn Page 3 juhe,7,2022 RESQLVED,:that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Progra ►; and be,it further RESOLVED, that the Southold Town Planning Board approves,the Site Plan with one (1) condition to the Flans entitled"Proposed Parking Lot Expansion for Existing Dentist Office" prepared by Jaclyn R Pera teau,,P.E. dated June 16 2621 and last revised April A, 2Q22 and authorizes the Chairman to endorse the Site Flan. onCt ion 1.1 In addition to landscape plantings,as,per the.approved site plan,,fencing along the.east, west and north rear yard property lines shall be maintained in order to maintain sufficient screening:of the parking area. In addition, please be aware of the,following Town Code requirements- Approved site plans are valid for eighteeh months from the elate of approval, within which time all proposed world must:he completed, unless the Planning Board grants an extension. Any changes from the approved site plan shall require Nanning Board approval. :P for to the issuance of a Certificate of Occupancy, the.Planning Board must inspect the site to ensure it is in conformity with the approved site plan, and issue a anal site inspection approval letter. Should the site be found not in conformance with the approved site plan, no Certificate of Occupancy may be issued until the Planning Board approves the changes. A copy of the Approved Site Plan is enclosed for your-records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully; ;Ronald , .Wilcensi Chairman E€ CL cc: Building Dept. Wftpap Town Engineer wtmap 14695 mainA02d Parkins 'Page gay sighin this letter,the applicant acknowledges that there are Fawn Code requifei meats and.conditions,`including these listed above, that Must be satisfied prior to the issuance of a Gertifrcate of Qocuoanoy. Pant name, Applicant Si natur bate: Southold Town Planninq Board Work Session — May 23, 2022 — Page 2 ..................................:........................................ ....................................... ............................................................................................................................................................................................................. ............................................................................. Project Name: Tenedios Barn & Greenhouse Amended #3 SCTM#:: 1000-19-1-1.4 ...........................I......................................... ................................................ ............................................................................................................................................................................................................................................................................................. Location: 28410 Route 25, Orient .......................... ........................................................................................................................................................................................................................................................................................................................................................................................................................ Description: This amended agricultural site plan is for the relocation of a proposed one story 8,664 sq. ft. building to house livestock and store feed, supplies' and farm equipment; which was granted conditional approval from the Planning Board in 2019 and not constructed. The plan includes a 60' x 24' (1,440 sq. ft.) greenhouse and other existing accessory agricultural buildings on a 34.5 acre'farm, of which 29.5 acres have development rights held by Southold Town and 5 acres have development rights intact! (the greenhouse is located in the 5-acre area and the barn is located in the 29.5-acre area in the R-200 Zonin_q District. ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Status: Approved ............................... ...I.-.................... ......................................................... ........................................................................................................................................................................................................................-..................................... Action: Review Re uest for CO for the qreenhouse ............ ....................................q................................................................................................... ................................................................................................................................................................................................... : p A Staff Reort ttachments ..................................................... --------------------- .......................................................................................................................................................................... ................................................................................................................................ ................................................................................ .................................................................................................................................................................................................................................. ....................................................................................... Project Name: 14695 Main Road Parking Lot Expansion SCTM#:: 1000-114-8-5 Amended ................................................................ .................................................................................................................................................................................................................................................................................................................................................. Location: 14695 Route 25, Mattituck ..............................................................................................................................................................................................................................................................................................................-............................................................................................................................................................... Description: This site plan is an amendment to the approved site plan for an existing dentist office to expand the parking lot. The property is located at 14695 NYS Route 25, Mattituck. ........................................................................................................................ ........................................................... ..................................................................................................................................................... ...................................................................... Status: Pendinq ....................................................................................................................................... ..................................................................... ....................................................................................... ............. ................................................................. Action: Review Revised Site Plan ...................................................................................... ........................................ ............................................... ............................................... Attachments: Staff Report ............................................-...............................- .......................... ....................... ............ ..................................................................-............................................................-................................... ....................: .................. ..Name . ........................................................................................................................................................................................................... ............................................................. ........................................................................................................................ Project Name: Derose Horse Farm SCTM#:: 1000-83-2-9.3 ' ..................................................................................................................................................................................................................................................................................................... ........................................................................................................................................ Location: 13945 Oregon Road, Cutchogue ........................................................ .................................................................................... ......................................................------ ................................................................................................................................. Description: This agricultural site plan is for the proposed construction of an 8,064 sq. ft. building for the keeping, breeding, raising and training of horses with eighteen stalls and no basement; a 1,800 sq. ft, agricultural storage building, two 240 sq. ft. run-in sheds with supporting parking and driveway access on ±17.02 acres with Southold Town Development Riqhts in the A-C/R-80 Zoninq District. ................. ................ ................................ ................................................................... ............. .............................................................................................................. ........................................................... New Application Status: ..................................................... ............................................................................ ................................................................................................ ............................................. Action: Review for Completeness ...........................................-------------------------------------------------------------------.....Completeness ................................................................................................................................. ........................ ................................................................................. Attachments: Staff Report .....................- .............................................. --------------- ........................................................................................................................ .............................................. Discussion: 4- Planning Board Monthly Report for April, 2022 ❖ Site Plan Use Determinations (SPUD): o The French Picnic, 28145 Main Road, Cutchogue, SCTM#1000-102-5-3 Southold Planning Department Staff'Report Site Plan Application Work Session — Revised Site Plan Review Date May 23, 2022 Prepared By: Brian Cummings I. Application Information Project Title: 14695 Main Road (Dentist Office) Amended (Parking Lot Expansion) Applicant: Dr. Michael Kampourakis Tax Map Number: 114.-8-5 Project Location: 14695 Main Road Hamlet: Mattituck Zoning District: Residential Office (RO) Il. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±0.48 acres Building size No change III: Review and Analysis Approved 2001 Site Plan including a Dentist office with six (6) parking stalls and existing; A. Proposed: a. 360 sq. ft. existing detached storage garage to remain b. Reverse driveway traffic flow and relocated relevant traffic signage c. Eighteen (18) parking stalls. i. Sixteen (16) paved stalls (including 1 ADA) ii. Two (2) garage parking stalls d. Storm water management controls (see analysis below); e. Dumpster enclosure in rear of parking area B. With reference to the Planning Board referral review follow up: 1. Pursuant to 280-129(C)(1) the Planning Board agreed to permit the applicant to pay a sum of$700 ($350 per tree) in lieu of two (2) required street trees. A third required tree will be planted as specified below. The fee shall be paid 1 prior to any site plan approval and will be deposited into the Fiduciary Fund and used by the Southold Town Tree Committee exclusively for the planting of new street trees and/or the replacement of damaged or removed trees on Town property; Submitted: yes; 2. Please provide the items listed below on a minimum of five (5) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan. Multiple site plan pages are recommended to ensure legibility: a. Provide one (1) street tree in front yard area that does not interfere with driveway site lines. Wire-friendly trees should be considered depending on location; Submitted: yes; b. The non-compliant ground lighting of the Main Road freestanding sign has been removed. IV: Item to consider All site plan requirements have been met and this application can be scheduled for a determination at the next available Planning Board Public Meeting on June 6tn 2 Southold Town Planning Board Work Session - May 23, 2022 - Page 2 ...__......_.................._........_.._.........._...........__............................------.........................._.._._..........__........_........__...._._.........._................._......_..__....__................_..._.............................................__...........-................_.............-___..............._... -- ._... -.._......._............._... I Pro ect Name: Tenedios Barn & Greenhouse Amended #3 SCTM#J 1000-19-1-1.4 :..._.-................................_............................_.................._......__......:. _................................_.......__.............__............._.........._._............_._.....- _..... -... -....._..._............_.....__...........- ......_._......---..._............_........_..._._......._.... ..... Location: 28410 Route 25, Orient Description: This amended agricultural site plan is for the relocation of a proposed one story 8,664 sq. ft. building to house livestock and store feed, supplies; and farm equipment; which was granted conditional approval from the Planning Board in 2019 and not constructed. The plan includes a 60' x 24' (1,440 sq. ft.) greenhouse and other existing accessory agricultural buildings on a 34.5 acre farm, of which 29.5 acres have development rights held by Southold Town and 5 acres have development rights intact (the greenhouse is located in the 5-acre area and the barn is located in the 29.5-acre area) in the R-200 Zoning District. ........._........_.__......._._..- ------ _....._...... —-......__._..._._..._._..._...._..__......__.. _...__......-...-..._..._........................... .. ...__.._......_.. - .._Status:— Approved--........_..._......._....... Action: Review Re guest for CO for the qreenhouse _— Attachments: Staff Report _.........._.._.._._. Project Name: 14696 Main Road Parking Lot Expansion SCTM#:i 1000-114-8-5 Amended .._....._..__._..._._...__._...__-_ ___.._-.-.--.----...--.----_..............___....................._......_.....—...-_.................-=----_._..___.._.____..___._._._.................._.... ---..._.—; Location: 14695 Route 25, Mattituck :__...__._...__.....__....._..__..._...._...._....-...--- -..._.._._.: -...--....._..__............._.... _...._.. -... _.............................._........__........_.__.........-----._......_.._........_........__...__._............---.......---._.._..._............_.._....._._._.._.---.._...__.._....._._.... Description: This site plan is an amendment to the approved site plan for an existing dentist office to expand the parking lot. The property is located at 14695 NYS Route 25 Mattituck. : ...._........_............_..............................._..........._........._._.._._.._..._.._�._._.._....._......._.............................................._?_..._._._...,__'___.................................._.............._.............._....._......................................................................_...__....................................._............_..._....._..................... _.._._..........__E Status: Pendin .........._..........................................g.._........._.._............._........................._........__.................._.........................................................._........................................................._. _......................_..:...__...__......_........_.__.................._..._..._......_............_...-.._..__............................._........._._._.... Action. ; Review Revised Site Plan .........._...---.............._. .........._..._..._.................................................---...._...............--........................................_......---................................_... i Attachments: I Staff Report Q1 Pro ect Name Derose Horse Farm SCTM#: 1000-83-2-9.3 Location: i 13945 Oregon Road, Cutchogue — ___............ ---.----.-.-` i Description: I This agricultural site plan is for the proposed construction of an 8,064 sq. ft. building for the keeping, breeding, raising and training of horses E with eighteen stalls and no basement; a 1,800 sq. ft, agricultural storage j building, two 240 sq. ft. run-in sheds with supporting parking and driveway access on ±17.02 acres with Southold Town Development 1 Rights in the A-C/R-880 Zoning District. New A i Status__ _ Application ------.-__.pp ;'Action: I Review for Completeness _------......- —.___....._....._... --- -- -..__� --------..._....................... i Attachments: Staff Report Discussion: ❖ Planning Board Monthly Report for April, 2022 ❖ Site Plan Use Determinations (SPUD): o The French Picnic, 28145 Main Road, Cutchogue, SCTM#1000-102-5-3 Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date May 23, 2022 Prepared By: Brian Cummings I. Application Information Project Title: Derose Horse Farm aka "Arrow Farm" Applicant: Kathleen Derose / Magenta Capital Management LLC Date of Submission: April 28, 2022 Tax Map Number: 83.-2-9.3 Project Location: 13495 Oregon Road Hamlet: Cutchogue Zoning District: A-C / R-80 ll. Description of Project Type of Site Plan: Agriculture Acreage of Project Site: ±17.02 acres Building Size _ 8,064 + 1,800 + 240 + 240 = 10,344 sq. ft. III: Completeness Review See attached checklist for Site Plan Requirements. IV: Analysis , This agricultural site plan is for the proposed construction of an 8,064 sq. ft. building for the keeping, breeding, raising and training of horses with eighteen stalls and no basement; a 1,800 sq. ft, agricultural storage building, two 240 sq. ft. run-in sheds with supporting parking and driveway access on ±17.02 acres with Southold Town Development Rights in the A-C/R-80 Zoning District, Cutchogue. 1. Existing fallow 17.02 acre parcel created as parcel #5 of the "Manzi/Oregon Landing 12005 Subdivision" 2. The purpose of the Agricultural-Conservation (A-C) District and the Low- Density Residential R-80, R-120, R-200 and R-400 Districts is to reasonably control and, to the extent possible, prevent the unnecessary loss of those currently open lands within the Town containing large and contiquous areas of prime agricultural soils which are the basis for a significant portion of the Town's economy and those areas with sensitive environmental features, includin_g aquifer recharge areas and bluffs. In addition, these areas provide the open rural environment so highly valued by year-round residents and those persons who support the Town of Southold's recreation, resort and second-home economy. The economic, social and aesthetic benefits which can be obtained for all citizens 1 by limiting loss of such areas are well documented and have inspired a host of governmental programs designed, with varying degrees of success, to achieve this result. For its part, the Town is expending large sums of money to protect existing farm acreage. At the same time, the Town has an obligation to exercise its authority to reasonably regulate the subdivision and development of this land to further the same purposes while honorin the he legitimate interests of farmers and other farmland owners. 3. Proposed: a. 168' x 48' (8,064sf, ± 20' high to peak) Horse Barn with eighteen stalls, tack room, wash room, small office area and 1.5 bathroom for the keeping, breeding, raising and training of horses Permitted Uses §280-13(A)(2)(b) The keeping, breeding,r raising and training of horses [...] on lots of 10 acres or more. b. 30' x 60' (1,800sf, ± 28' high to peak) ag storage building for feed, storage, '/ bathroom c. Two (2) 12' x 20' (240sf) run-in sheds d. 8' x 12' generator pad e. Storm water drainage — referenced but technical data not provided; f. Sanitary System proposed but technical data not provided (SCDHS approval required for two employee bathrooms — ('h bath + 1.5 bath) g. Access: 16' wide U — shaped driveway from Oregon Road (gated entry, unknown surface types) i. 200' x 90' (18,000 sf) "trailer turnaround area" and 60' x 75' (4,500sf) "Vet/Farm Delivery Area" h. 200AMP Electric service to be buried underground along NE driveway, i. Water supply to ag storage building runs along SW driveway j. Perimeter wood fencing in addition to interior fenced paddocks, open grazing areas, 4. Southold Town Land Preservation Committee has granted that the proposed use is consistent with the Easement 2 5. Bulk Schedule/Code Requirements (A-C zone) a. Lot Coverage i. Maximum: 20% I Existing: 0% iii. Proposed: 1.3% b. Parking: L Storage: 1 per 1000sf ii. 10,344 = 1000 = 10.3 or 11 stalls required iii. Unknown total proposed; there is a parking/delivery area shown and a separate trailer turn around and parking area. Neither are provided with completed dimensions, surface type or location of (9'x19') parking stalls and minimum 22' aisle width; c. Setbacks for the proposed buildings (A-C) 8,064 sf. Horse Barn Required Provided Front yard 60' >371' Side NE 20' ±121'9" to ROW Side(SW) 20' 45 comb >56' Rear yard 75' > 1,000' 1,800sf Storage Required Provided Front yard 60' 371" Side NE 20' >300' to ROW Side(SW) 20' 45 comb 56' Rear yard 75' > 1000' d. Exterior Lighting: approximately seventy-four (74) exterior light fixtures are noted on sheet A—2 "Landscape Lighting Plan". A comprehensive photometric plan must be provided including all fixture type information (52700K for LED), foot candle values every ten feet and lumens totals. No specifications or cut sheets have been provided pursuant to Chapter 172. e. State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), The proposed action is a Type II Action as it falls within the following description for 6 NYCRR, 617.5(c)(3) agricultural farm management 3 practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming; f. Relevant farming Code sections include: o § 280-97 Right to farm ■ (A) The Town Board of the Town of Southold finds that farming is an essential activity within the Town of Southold. Farmers provide fresh food, clean air, economic diversity and aesthetic open spaces to all the citizens of our Town. In addition, land in agricultural uses requires less tax dollars for services than does, land with residential or commercial development. Accordingly, farmers shall have the right to farm in Southold without undue interference from adjacent landowners or users. For the purpose of reducing future conflicts between people residing on tracts adjacent to farmlands and farmers, it is necessary to establish and give notice of the nature of the farming activities to future neighbors of farmland and farming activities. ■ (B) Agricultural activities conducted on farmland, undertaken in compliance with applicable federal, state, county and Town laws, rules and regulations, are presumed to be good agricultural practices and presumed not to adversely affect the public health safety and welfare. We find that whatever nuisance may be caused to others by such uses and activities, so conducted, is more than offset by the benefits from farming to the community. Therefore, all such activities shall be protected farm practices within the Town of Southold. o § 280-99 Right to undertake protected farm practices. ■ (A) Farmers shall have the right to undertake protected farm practices in the active pursuit of agricultural operations, including, but not limited to: clearing; grading; plowing; aerial and ground spraying; the use of legal agricultural chemicals (including herbicides, pesticides and fertilizers); raising horses, poultry, small livestock and cattle; processing and marketing produce; installing water and soil conservation facilities; utilizing farm crop protection devices; designing and constructing and using farm structures, including barns, stables, paddocks, fences, greenhouses and pump houses; using water; pumping; spraying; pruning and harvesting; disposing of organic wastes on the farm; extensive use of farm laborers; training and others 4 in the use and care of farm equipment, animals; traveling local roads in properly marked vehicles; and providing local farm produce markets near farming areas. ■ (B) These activities can and do generate dust, smoke, noise, vibration and odor. These activities may occur on holidays, Sundays and weekends, at night and in the day. Such activities are presumed to be reasonable. Such activities do not constitute a nuisance unless the activity has a substantial adverse effect on the public health, safety and welfare. V: Items to consider: 1. Due to this being an agricultural application, consider waiving the following items: i. Separate key map showing the locations, names and widths of all rights-' of-way within 500' of the subject site; ii. The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the nearest intersection with a public street. iii. Separate key map showing all existing buildings and uses within 200' of the subject parcel and include key elements of those existing sites (e.g. buildings, curb cuts, parking area(s), landscaping, etc.). iv. Existing zoning, including zone lines and dimensions. v. The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) Staff: use aerials, GIS and site visit for items ii —v above; 2. Classify the action as Type II (agriculture) under SEQRA as detailed above; 3. Find the application incomplete for review and provide the following: a. Applicant's Affidavit Form b. Agent Authorization Form c. Exterior signage rendering, including dimensions and lighting details (if proposed) d. Site Plan Data: 5 i. Grading and Drainage information pursuant to §236 including calculations, finished grade two foot contours or spot elevations, surface type, drywell information, erosion sediment controls ii. Sanitary calculations and system details iii. Potable water calculations at gallons per day and any proposed irrigation at gallons per minute; iv. Parking stall delineation and proposed totals (min 9' x 19', 22' aisle width) v. Comprehensive Photometric Plan pursuant to §172 as detailed above vi. Proposed landscaping details— plantings are depicted but,no associated detail (species, quantity, height, spacing on center, etc.) has been provided and is required 4. Inquire about farm usage intention and potential future building or business plan expansions. Riding lessons? Indoor riding area? Etc. 6 Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: Derose Arrow Horse Farm Completed by: Brian Cummings Date: May 23, 2022 .......................................... .......... ................ Received Comment A. Submission of a complete site plan application shall consist of: ___. .A.completed.site.plan application form. (2) The site plan review fee, as specified in Subsection B $500 below. Editor's Note: See now § 280-138, Fee schedule for = submitted; sit e ................. plan applications. ............ ......... completed environmental assessment form. FEAF Nine copies of the site plan. (5) Four copies of a property survey, certified by a licensed land surveyo.r.- .................... ........... ---------- ...... B. Standards. Site plan design shall include the following. items: ............. ............ ............. ......... ...................... Technical data: (a) The lot, block and section number of the property, taken t ta from the latest records. --------------- ----------- ...... The name and address of the landowner on record: ...[1]. .The..names.and.addresses.of.adjoining .landowners. .'...., ...... ------ ...................... [2] The name and address of the applicant, if not the same as the landowner. ...........-I.................... .......... (c) The name and address of the person, firm or organization preparing the map, sealed with the applicable New York State license seal and signature. ----------- ---- ---- (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. ...... ....... ................. ....... (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 X Waive: use r feet of the subject property, indicate the distance to the aerials, GIS and site visit nearest intersection with a public street. (g) A separate key map showing location and owners of all Waive: use adjoining lands within 500 feet, as shown on the latest X aerials, GIS and tax records, at a scale of one inch equals 100 feet. site visit (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas dedicated to public use within or adjoining the property. Checklist for Site Plan Application Completeness Southold Planning Department ........... ... .............. (i) A complete outline of other existing easements, deed restrictions or covenants applying to theproperty. ..Existing ....... Ex stin i _g zoning, including zone lines and dimensions. X Use GIS (k) Site plans drawn at the scale of one inch equals 20 feet. If all required information cannot be shown clearly on one plan, the information should be separated as follows: ..........1......... [1] AIig'nment and schedule plan. Grading q and drainage. [3] Landscaping. Other, e.g., site utilities. ................ .......... .. .... Natural features: Received Comment (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States Geological Survey datum. .... ......................... (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands N/A and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. ... ........ ............ .............__........... ...... . ..... ... (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation and the Board of Trustees of Southold Town, marshes, ponds, dunes, bluffs, beaches, kettleholes, N/A escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the_property.boundaries. N/A Existing building structures.and..utilities: .. ....... .....-... (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the N/A site. ................ ................ (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and aboveground utility poles and utility lines within and adjacent to the property. ......................... (d) The location and use of all buildings and structures, Waive: use including curbcuts, within 200 feet of the boundary of the X aerials, GIS and subject property. site visit ........ .. 2 Checklist for Site Plan Application Completeness Southold Planning Department ............... ....... Received Comment (4) _....PropqspO construction: . .............. ... ......1.1............................ (a) The location of proposed buildings or structural improvements, indicating setbacks from all property lines and horizontal distances from existing. structures. (b) The location and design of all uses not requiring More detail structures, such as off-street parking and loading areas X needed and pedestrian circulation. .. .... . .....(c) The location, direction, power level and time of use for Photometric any proposed outdoor lighting or public address X Plan required .......... (d) The location and plans for any outdoor signs must be in More detail accordance with applicable sign regulations. X needed ----------------(e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot Waive, use contours (on site and 200 feet beyond the property line) X aerials and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. (f) Grading and drainage plans shall be based upon site More detail stormwater retention, in conformance with Chapter 161, X needed Highway Specifications. .......... ....... . ......... (g) The location and listing of landscaping, buffering and More detail street tree plans, including type, material, size, quantity X needed and location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground More detail transformers, fire wells and fire hydrants and/or any X needed a alternate means of water supply and sewage disposal and treatment. ... ...... (i) Building elevations for all facades and floor plans showing the.proposed use of floor area. Notes: N/A = Not Applicable Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. 3 Checklist for Site Plan Application Completeness OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®� ®� P.O. Box 1179 54375 State Route 25 ®�`� ��®� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY � � Telephone: 631 765-1938 www.southoldtownny.gov COUNri PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 7, 2022 Ms. Jaclyn Peranteau, P.E. Key Civil Engineering, P.C. 664 Blue Point Road, Unit B Holtsville, NY 11742 Re: Approval — 14695 Main Road (Dentist Office) Amended (Parking Lot Expansion) 14695 Main Road, Mattituck SCTM#1000-114.-8-5 Dear Ms. Peranteau: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, June 6, 2022: WHEREAS, this amended site plan is to expand an existing parking area as part of an existing dentist office on 0.48 acres in the Residential Office (RO) Zoning District, Mattituck; and WHEREAS, on September 9, 2021, Jaclyn Peranteau, authorized agent, submitted a Site Plan Application for review; and WHEREAS, on October 4, 2021, the Planning Bound accepted the application as complete for review; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(7) construction or expansion of a primary or accessory/appurtenant, non- residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a use variance and consistent with local land use controls, but not radio communication or microwave transmission facilities; and 14695 Main Road Parking Page 2 June 7, 2022 WHEREAS, on November 3, 2021, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on November 4, 2021, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; and WHEREAS, on November 5, 2021, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, the proposed action was determined exempt for review by the Suffolk County Planning Commission (SCPC); and WHEREAS, on November 18, 2021, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined it to be'consistent with the Southold Town LWRP policies; and WHEREAS, on November 23, 2021, the Southold Town Engineer reviewed the proposed application and determined that the application met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on December 6, 2021, the Planning Board required certain revisions to the site plan and information to be provided; and WHEREAS, on April 5, 2022, Jaclyn Peranteau, authorized agent, submitted revised site plans for review; and WHEREAS, on April 25, 2022, the Planning Board reviewed the revised site plans and required Tree Fund payment; and WHEREAS, pursuant to 280-129(C)(1) the Planning Board agreed to permit the applicant to pay a sum in lieu of two (2) required street trees. A third required tree will be planted as required. The fee shall be paid prior to any site plan approval and will be deposited into the Fiduciary Fund and used by the Southold Town Tree Committee exclusively for the planting of new street trees and/or the replacement of damaged or removed trees on Town property; and WHEREAS, on May 17, 2022, Jaclyn Peranteau, authorized agent, submitted required information for review; and WHEREAS, on May 23, 2022, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold have been met; therefore be it 14695 Main-'Road Parking Page 3 June 7, 2022 RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the Site Plan with one (1) condition to the plans entitled "Proposed Parking Lot Expansion for Existing Dentist Office" prepared by Jaclyn R. Peranteau, P.E. dated June 16, 2021 and last revised April 28, 2022 and authorizes the Chairman to endorse the Site Plan. Condition 1. In addition to landscape plantings as per the approved site plan, fencing along the east, west and north rear yard property lines shall be maintained in order to maintain sufficient screening of the parking area. In addition, please be aware of the following Town Code requirements: ➢ Approved site plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. ➢ Any changes from the approved site plan shall require Planning Board approval. ➢ Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the approved site plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the approved site plan, no Certificate of Occupancy may be issued until the Planning Board approves the changes. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map 14695 Main Road Parking Page 4 June 7, 2022 By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: , Applicant Signature: Date: CIVIL ENGINEERING BB4 Blue Point Road,Unit B Holtsville,NY 1 1742 P:C631)661 -O506 F:CB311 61 5-0367 www.keycivilengineering.com LETTER OF TRANSMITTAL (VIA FEDEX) RE C I'I E D Date: May 13,2022 MAY 1� 7 2022 File Number: 19195 Sout old l"own From: Jaclyn Peranteau,PE Planning Board To: Town of Southold Planning Department Town Hall Annex Building 54375 Route 25 Southold,NY 11971 Attn: Brian Cummings Subject: Site Plan Application Parking Lot Improvements 14695 Main Road Mattituck,NY 11952 SCTM#: 1000-114-8-5 co vies Date Sheet Description 5 04/28/2022 C-1 to C-6 of 6 Site Plan Package(Rev. 6) Remarks Enclosed please find the above referenced drawings for your use in approving. Please note that the check for $700 will be provided to you by Dr. Kampourakis. If you have any questions or require additional information,please do not hesitate to contact our office. JP/km CC: Dr.Michael Kampourakis(w/enclosures via email) Pong Mui&Michelle Misciagno-Mancini Mui Architecture PLLC(w/enclosures via email) CIVIL&CONSULTING ENGINEERS F:IKer•CirillProjectsl2019119195_Bfancini_14695 Alain Road;ifattituellCorresponde.neelOatgoing{19195_2Q22.05.1:_Trans to TOS_Planning re site plansfor approvaldoar RECEIVE® Mid Dordai oar(at Mat1uak Dr. Michaai Kampourakia MAY 17 2022 14695 Main Road MatUtuck NY 11952 PlannSoufing Town Planning Board c/ /6",- 40,Pn A7� OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 ®�!`�®� ®U��®� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY �`� s� Telephone: 631 765-1938 `�f www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To:. Accounting nn From: Planning Department ``�U\ Date: May 17, 2022 Re: Donation to the Tree Committee The enclosed check is a donation to the Tree Committee made pursuant to Town Code §S280-129(C). The Planning Board has made a finding that the proposed Site Plan, listed below, presents a proper case for requiring trees to be planted for screening or landscaping purposes, but that a suitable location for said plantings does not exist, or is otherwise impracticable. The Planning Board has permitted the applicant to pay a sum of$700 in lieu thereof, and in accordance with Town Code, the fee shall be deposited into the Fiduciary Fund and used by the Southold Town Tree Committee exclusively for the planting of new street trees and/or the replacement of damaged or removed trees on Town property. Thank you. Applicant/Project Name & Tax Map # Amount Check Type Date/No. 14695 Main Road Mattituck 1000-114-8-5 $700.00 5/14/22 -#3121 Parking Lot Expansion Site Plan MK Dental Care of Mattituck JAM OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®¢ so P.O. Box 1179 54375 State Route 25 ®�� ®� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) em Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Diane DiSalvo, Tree Committee Secretary From: Jessica Michaelis, Planning Board SecretaryC� Date: May 17, 2022 Re: Fiduciary Fund The proposed Site Plan for 14695 Main Road Mattituck, Dentist Parking Lot Expansion, SCTM# 1000-114-8-5, presents proper case for requiring trees to be planted for screening or landscaping purposes, but that a suitable location for said plantings does not exist, or is otherwise impracticable. Therefore, the Planning Board agreed to permit the applicant to pay a sum of$700.00 in lieu thereof pursuant to §280-129(C). Please be advised that the $500 fee referenced above has been deposited into the Fiduciary Fund and is able to be used by the Southold Town Tree Committee exclusively for the planting of new street trees and/or the replacement of damaged or removed trees on Town property. Thank you. OFFICE LOCATION: MAILING ADDRESS- Town Hall Annex P.O.Box 1.179 54375 State Route 26 Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Southold,NY Telephone:631 765-1938 Nvww.soatholdtownny.go-� PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 7, 2022 Ms. Jaclyn Peranteau.. P.E. Key Civil Engineering, P.C. 664 Blue Point Road, Unit B Holtsville, NY 11742 Re: Approval —14696 Main Road (Dentist Office)Amended (Parking Lot Expansion) 14695 Main Road, Mattituck SCTM#1 000-114.-8-5 Dear Ms. Peranteau: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, June 6, 2022: WHEREAS, this amended site plan is to expand an existing parking area. as part of an existing dentist office on 0.48 acres in the Residential Office (RO) Zoning District, Maifituck; and WHEREAS, on September 9, '2021, Jaclyn Peranteau, authorized agent, submitted a Site Plan Application for review; and WHEREAS, on October 4, 2021,the Planning Bound accepted the application as complete for review-, and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act(SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is a Type 11 Action as it falls Within the following description for 6 NYGRR, Part 617.5(c)(7) construction or expansion of a primary or accessory/appurtenant, non- residential structure or facility involving less than 4,000 square feet of gross floor area and not involving-a change in zoning or a use variance and consistent with local land use controls, but not radio communication or microwave transmission facilities; and 1.4695 Main Road Parking Page 2 June 7, 2022 WHEREAS, on November 3, 2021, the Planning Board, pursuant to Southold Town Code §280-131 -C., distributed the application to the required agencies for their comments; and WHEREAS, AS, on November 4, 2021, the.Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; and WHEREAS, on November 5, 2021, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, the proposed action was determined exempt for review by the Suffolk County Planning Commission (SCPC); and WHEREAS, on November 18, 2021, the Town of Southold Local'Waterfront Revitalization Program Coordinator reviewed the proposed project and determined it to be consistent with the Southold Town LWRP policies; and WHEREAS, on November 23, 2021, the Southold Town Engineer reviewed the proposed application and determined that the application met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS,on December 6, 2021, the Planning Board required certain revisions to the site plan and information to be provided; and WHEREAS, on April 5, 2022,Jaclyn Peranteau, authorized agent, submitted revised :site plans for review; and WHEREAS, on April 25, 2022, the Planning Board reviewed the revised site plans and required Tree Fund payment; and WHEREAS, pursuant to 280-129(0)(1) the Planning Board agreed to permit the applicant to pay a sum in lieu of two (2) required street trees. A third required tree will be planted as required. The fee shall be paid prior to any site plan approval and will be deposited into the Fiduciary Fund and used by the Southold Town Tree Committee exclusively for the planting of new street trees and/or the replacement of damaged or removed trees on Town property; and WHEREAS, on May 17, 2022, Jaclyn Peranteau, authorized agent, submitted required information, for review; and WHEREAS, on May 23, 2022, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280— Site Plan Approval:of the Town of Southold have been met; therefore be it ......................... 14695 Main Road Parking Page 3 June 7, ZO ie 22 _ RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program', and be it further RESOLVED, that the Southold Town Planning Board approves the Site Plan with one (1) condition to the plans entitled"Proposed Parking Lot Expansion for Existing Dentist Office" prepared by Jaclyn R. Peranteau, P.E. dated June 16, 2021 and last revised April 28, 2022 and authorizes the Chairman to endorse the Site Plan. Condition 1. In addition to landscape plantings as per the approved site plan, fencing along the east, west and north rear yard property lines shall be maintained in order to maintain sufficient screening of the parking area. In addition, please be aware of the following Town Code requirements: > Approved site plans are valid for eighteen months frorb the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. > Any changes from the approved site plan shall require Planning Board approvai. > Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the approved site plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the approved site plan, no Certificate of Occupancy may be issued until the Planning Board approves the changes. A copy of the Approved Site Plan,is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above,please contact this office. �Respe t7ft Donald J. Wilcenski Chairman PncL cc: Building Dept. w1map Town Engineer w/map 14695 Bain Road Parking Page 4 ,June 7 2022 By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: j t , Applicant Signatu 6i� -- _ __ Date: 3 GENERAL SITE NOTES 1. UNSUITABLE MATERIAL,CONSTRUCTION DEBRIS,EXCESS SOILS,ETC.SHALL BE PROPERLY REMOVED AND DISPOSED OF BULK ZONING TABLE OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND LAWS. ? ZONING DISTRICT:RO 2. THE CONTRACTOR IS RESPONSIBLE TO TAKE EROSION CONTROL MEASURES NECESSARY IN ACCORDANCE WITH NYS ITEM SECTION PERMITTEDIREQUIRED PROPOSED STANDARDS AND SPECIFICATIONS FOR EROSION&SEDIMENT CONTROL TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT ROADWAYS AND PROPERTIES. e¢ 48 t" MINIMUM LOT AREA 280 ATTACHMENT 40,000 SF 21,051.73 SF(0.48 ACRES) 3 ALL ON-SITE CONCRETE SHALL BE IN CONFORMANCE WITH ACI PROVISIONS. ALL CURBING SHALL BE CONCRETE UNLESS OTHERWISE NOTED. Ma1t1#ue -Cutchog MINIMUM LOT WIDTH 150' 89.16' [EI 4. RELOCATION AND/OR REMOVAL OF EXISTING UTILITY POLES, TRAFFIC SIGNS, ETC., SHALL BE COORDINATED BY THE r•S High SC1 TAX LOT 7 MINIMUM LOT DEPTH 175' 216.28' CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFYING THEIR PRESENCE. U'- � 4 -*I� MINIMUM FRONT YARD 50, 48.6' [E] 5. CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE FREE z ) FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL DETERMINE � 2T LAND N/F JOHN LOPER n MINIMUM SIDE YARD 15' 21.1' EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUTTING IN ORDER TO PERFORM THE WORKSCOPE DEPICTED ON PLAS. o THE PLANS. TWO FT MINIMUM FROM CURBS, PADS, WALKS, AND WALLS TO PERMIT PROPER COMPACTION OF THE REPLACED SURFACES. / C3ur,ld ofGoodSHED BOTH SIDE YARDS MIN. 35' 49.T v o , n ' MINIMUM REAR YARD 50' 137.T '' ,; Pond.:, , N74 0730E 89.16 Counsel Church 6' STOCKADE'FEN. 6. REMOVAL INCLUDES, BUT IS NOT LIMITED TO. CURBING. PAVEMENT, UNSUITABLE MATERIALS, AND UNDERGROUND MINIMUM LIVABLE °s Cn 850 SF NIA PIPING. QUESTIONABLE ITEMS ENCOUNTERED(ABOVE AND/OR BELOW GRADE)SHALL BE BROUGHT TO THE ATTENTION p �, FLOOR AREA W 6' TOCKADE FEN. rn OF THE OWNER AND ENGINEE,.OF RECORD IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE. MP�r1ROP ro �S% o o N 20% 10.2% MAXIMUM LOT _ 7. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO EXISTING j !J (' I; St~f6[[4'AVe' R.R.T. WALL ; o COVERAGE FOUNDATIONS AND OTHER STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE 21,051.73 SF x 0.2=4,210.35 SF 2,150 SF 121,051.73 SF=0.102 m APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF EXPOSED AND/OR BELOW GRADE ve PROPOSED TRASH ENCLOSURE (22n� `, ' w MAXIMUM BUILDING FOUNDATIONS/WALLS/SIDEWALKS AND PAVEMENT TO REMAIN,AND SHALL PROVIDE A SAFE WORK AREA. ANY DAMAGE 't4eW Suffolk Q 35' <35'(COhv1PLIES) OR DISTURBANCE DUE TO SUBJECT WORKSCOPE SHALL BE REPAIRED TO LIKE-KIND CONDITIONS AT THE re M ON CONCRETE PAD.TRASH TO are"+ rn HEIGHT Ea e BE PICKED UP BEFORE OR rn iv MAXIMUM NUMBER OF CONTRACTOR'S EXPENSE. r S AFTER BUSINESS HOURS. o 2 z 2 N � STORIES o 8. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC DURING RS' . ." REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL, ACCESS, AND SAFETY PROVISIONS WITHIN THE R.O.W. AND ACCESS VICINITY MAP �11y i-g.-.:J „ ., .RS''.. . PERMITTED USE §280-38.A.(3)(d) PROFESSIONAL OFFICES PROFESSIONAL OFFICE(DENTIST) ASPHALT fi TAX LOT 3 ROUTES(E.G.ACCESSIBLE RAMPS,PEDESTRIAN CROSSWALKS, SIDEWALKS,PAVEMENT STRIPING, ETC.)SHALL BE THE 1"=1,000' I CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL DETERMINE APPROPRIATENESS OF REMOVAL ACTIVITIES m ' DRIVEWAY " ' ' AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND SAFETY OF THE PUBLIC UNTIL PERMANENT z COMPONENTSIREPLACEMENTS CAN BE INSTALLED. PROJECT DATA 30' ,. . 19'. rn EXISTING LIGHTPOLES TO BE APPLICANT.................................. DR.P1':GHAEL KAMPOURAKIS . 9. IF SHORING AT A DEPTH GREATER THAN 5' IS REQUIRED TO ACCOMMODATE CONSTRUCTION ACTIVITIES. IT SHALL BE REMOVED(TYP.IN WORK AREA) 14695 MAIN ROAD THE CONTRACTOR'S RESPONSIBILITY TO RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN THE REQUIRED Z CONC. PROPOSED o SHEETING AND SHORING DETAILS,SHEETING SHALL BE IN CONFORMANCE WITH OSHA REQUIREMENTS. MATTITUCK,NY 11952 ASPHALT PROPOSED PARKING CALCULATIONS N y . CONCRETE CURB OWNER....................................... NANK HOLDINGS LLC y PAVEMENT 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION,SIZE,TYPE,AND DEPTH OF UTILITIES, 14695 MAIN ROAD m (np•) ITEM SECTION PERMITTEDIREQUIRED PROPOSED ,`. ,', PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MUST CONTACT THE APPROPRIATE MATTITUCK,NY 11952 m. . . 0 ' ? EXiSTiNG GARAGE WITH(2) 5 SPACES PER PHYSICIAN OR DENTIST LOCAL"ONE CALL"SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD r . . 16 PAVED STALLS TAX MAP NUMBER,..................... Dist.1000,Sect.114,Block 8,Lot 5 . - PARKING STALLS TO REMAIN(TYP.) 1 DENTIST=5 MINIMUM STALLS PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEEN THE FIELD LOCATIONS AND THE PLANS SHALL BE MINIMUM NUMBER OF §280-78. 2 GARAGE STALLS b PARKING STALLS A. 1 DENTAL HYGIENIST=5 MINIMUM STALLS 18 TOTAL STALLS REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY. THE CONTRACTOR IS ADVISED THAT UTILITY INFORMATION SITE AREA.................................. 21,051.73 SF(0.48 Acres) " (INCLUDES 1 ACCESSIBLE STALL) SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS,ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND CURRENT ZONING..................... RO EXISTING DRAINAGE '-` TOTAL=10 STALLS REQUIRED ACCESSIBLE IN THE FIELD,AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED ® , ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY PROPOSED ZONING.................. NO CHANGE STRUCTURE TO BE L F MINIMUM AISLE 22'(REDUCED TO 16'FOR SIXTY DEGREE REMOVED V. Cq . 5 C. BETWEEN ROWS §280 78•C• ANGLES PARKING) 30' COMPANIES PRIOR TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) 12 DISTURBED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. EXISTING WOODEN PROPOSED USE......................... NO CHANGE WALL TO BE REMOVED © ` :,;..;.R ' 2 .3 TAX LOT 4 MINIMUM STALL SIZE §280-78.C. 9'x 19' 9'x 19' 11. THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL OF EXISTING FOOTPRINT............... 1,795.64 SF(INCLUDING GARAGE) STRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, FROZEN PROPOSED ADA SIGN ao GARAGE MINIMUM STREET AT LEAST ONE 15'LANE FOR PARKING AREAS MATERIALS.ROOTS AND OTHER ORGANIC MATTER, STONES USED SHALL NOT BE LARGER THAN 6 INCHES IN DIMENSION. EXISTING GROSS 2,150 SF (TYP.) Co G.FL 15.23- LAND N/F JAMES HINSCH §280-78.D. WITH 4 TO 20 SPACES. TWO LANES,MINIMUM 10.6 FT PRIOR TO PLACEMENT OF FILL MATERIALS,UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE THAT AREAS TO FLOOR,AREA................................ o ACCESS WIDTH TWO 10'LANES FOR 20 SPACES OR MORE. � BE FILLED ARE FREE OF STANDING WATER,FROST,FROZEN MATERIAL,TRASH AND DEBRIS. PLACE FILL MATERIALS IN PROPOSED NO 20.3 MINIMUM DRIVEWAY HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% PARKING SIGN(TYP.) DISTANCE FROM §280-78.D. 50' 80, OPTIMUM DENSITY. GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. G . �, . . . . . . . EXISTINC 3 x 3 GENERATOR ON REFER TO GEOTECHNICAL REPORT(IF PROVIDED)FOR FURTHER RECOMMENDATIONS. REFER TO GRADING PLAN FOR PROPOSED Y B' "" STREET INTERSECTION ® �10'� CONCRETE PAD TO REMAIN PROPOSED SURFACE ELEVATIONS. PROJECT SCOPE BLUE STRIPING PROPOSED PROPOSED"DO NOT MAXIMUM DRIVEWAY "EXIT �"SI ENTER"51GN TYP.OF 2 GRADE WITHIN 25'OF §280 78.D. 6% <6% EXPANSION INTO REAR YARD FOR 10 ADDITIONAL PARKING STALLS EXISTING BELGIAN BLOCK �' ( ) 12. UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, SHALL BE EMPTIED, CLEANED AND REMOVED FROM THE SITE IN CURB TO REMAIN R26;6',' .`. . " ' �, . . . . . . , STREET LINE ACCORDANCE WITH FEDERAL,STATE,COUNTY,AND LOCAL REQUIREMENTS. INCLUDING NEW SITE DRAINAGE,LANDSCAPING AND LIGHTING. TAX LOT s PROPOSED NO PARKING SIGN(TYP.) MAXIMUM DRIVEWAY 4 0'.'.'. • .. . . . 7.3' PROPOSED WH•:TE §280-78.D. 10io <10% 13. PROPOSED TREE PROTECTION FENCE TO BE INSTALLED BEFORE THE START OF REMOVAL ACTIVITIES AND TO BE LAND N/F RONALD W. SCHWEIZER , �; GRADE & DOROTHY J. SCHWEIZER ��,• . . ,;,R47.2 STRIPING(TYP.) COMPLETE.REMOVED AFTER CONSTRUCTION IS NO PARKING SPACES EXISTING SOFFIT LIGHT j •, . . ,, PROPOSED"DO NOT SHALL BE LOCATED IN 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES TO BE REMOVED ! ENTER"SIGN(TYP.OF 2) RESIDENCE DISTRICT PROFESSIONAL OFFICE IS REGARDING MATERIALS AND INSTALLATION OF PROPOSED WORK,FOR OBTAINING THE REQUIRED PERMITS,SIGN OFFS, EXISTING BILCO DOOR TO REMAIN UNLESS THE USE IS §280 78.H. MUST BE PERMITTED USE PERMITTED USE IN RO EXISTING 15.6' AND CONSTRUCTION INSPECTIONS,ACCORDING TO GOVERNING BUILDING CODES AND DISPOSAL OF ALL MATERIAL IN ADA RAMP 2or J PERMITTED IN SUCH ACCORDANCE WITH STATE AND LOCAL LAW. 21.1' '' RESIDENCE DISTRICT (BLOC.) " ' EXlSI7NG A/C UNIT TO REMAIN 2g•6' 15, SIDEWALKS,CURBS,OR OTHER EXISTING SITE APPURTENANCES DAMAGED BY CONSTRUCTION SHALL BE REPAIRED OR 77 : m WHERE PARKING AREA OVER 5 SPACES ABUTS 71,' (BLDG.). . OR IS WITHIN 15'OF SIDE OR REAR LOT LINE IN REPLACED IN KIND OR UNLESS NOTED OTHERWISE (UNO),WHETHER SPECIFIED ON THIS PLAN OR NOT,AT THE SOLE EXISTING BELGIAN BLOCK RESIDENTIAL PARKING §280-78. ANY RESIDENCE DISTRICT,SAID PARKING SHALL EXISTING 6'HIGH STOCKADE COST OF THE CONTRACTOR. 6.2' 10.7'. 2 STORY ® CURB TO REMAIN FENCE&PROPOSED DENSE EXISTING DENTAL 1 BUFFER K.(1) BE SCREENED FROM SUCH ADJOINING LOT BY 6 04/28/2022 AP REV.PER PLANNING BOARD COMMENTS ( OFFICE TO #14695 ` EXlS1TING GENERATOR TO REMAIN SUBSTANTIAL WALL,FENCE,OR THICK HEDGE PLANTINGS PROVIDED 16. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS. REMAIN PROPOSED PAINTED APPROVED BY PLANNING BOARD.GEN.4'-8'HIGH 5 03/30/2022 AP UPDATE LIGHTING 2,150 SF DIRECTIONAL 17. SEQUENCE AND COORDINATION OF CONSTRUCTION IS SOLELY THE CONTRACTOR'S RESPONSIBILITY. F.F. 16.87 / WITH FLOOR AREA OF 5,000 SF TO 25.000 SF, 4 03/09/2022 PD REV.PER TOWN COMMENTS / ARROWS(TYP.OF 4) OFF-STREET LOADING § ONE BERTH. 18. ANY UTILITIES INCLUDING POLES REQUIRED TO BE RELOCATED DUE TO THE INSTALLATION OF THE REQUIRED 1 STORY /EN/EXT PROPOSED FOR PROFESSIONAL A(2j9• NO BERTH PROVIDED IMPROVEMENTS SHALLBE RELOCATED AT THE EXPENSE OF THE CONTRACTOR. 3 09/01/2021 PD SUBMISSION TO PLANNING DEPARTMENT r CONCRETE CURB ESTABLISHMENT BUILDING IS LESS THAN 5,000,THEREFORE NO 6 r. z''I \ (TYP.) BERTH IS REQUIRED 19. ALL TRAFFIC ROAD MARKINGS, ROAD SIGNS,AND LIGHT SIGNALS THAT MAY HAVE BEEN MOVED OR DAMAGED IN THE 2 06/16/2021 PD REVISED SITE LAYOUT - ' PROCESS OF CONSTRUCTION SHALL BE RESTORED AT THE APPLICANT'S EXPENSE TO AT LEAST THE SAME QUALITY AND [ RXO .;, CHARACTERISTICS THAT EXISTED BEFORE CONSTRUCTION BEGAN, THE APPLICANT SHALL BE FURTHER RESPONSIBLE 02/20/2020 LC REVISED PARKING LAYOUT MINIMUM NUMBER OF 1 TO 25 TOTAL SPACES PROVIDED IN PARKING) XISTING CURB TO 2015 IBC TO INSURE THAT, IN THE ROADWAYS ADJACENT TO THE CONSTRUCTION SITE,THESE MARKINGS,SIGNS AND SIGNALS, REMAIN (TYP.) ACCESSIBLE STALLS TABLE FACILITIES=MINIMUM 1 STALL 1 ACCESSIBLE STALL PROVIDED ARE MAINTAINED DURING THE ENTIRE PERIOD OF CONSTRUCTION. IF REPLACEMENT OR UPGRADE IS REQUIRED,SAMENO. DATE BY DESCRIPTION 1106.1 MUST BE APPROVED BY THE TOWN OF SOUTHOLD ENGINEERING DEPARTMENT. REVISIONS l EXISITING"EXIT ONLY DO NOT 20. ALL ACCESSIBLE PARKING, CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE ENTER"SIGN TO BE REMOVED REQUIREMENTS OF THE IBC 2015 CODE CHAPTER 11-ACCESSIBILTY ADOPTED BY NEW YORK STATE,THE 2016 UNIFORM EXISTING SIGNAGE [Ej EXISTING NON-CONFORMITY o rn f PROPOSED - ...." • � AREA TO RE�41AN � °' � CODE SUPPLEMENT,AND ICC/ANSI A117.1-2009. f _10 8 I "ENTER"SIGN TYP.) 21. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED EXISTING SHRUB '^\ ) ( WITH THE PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A TO REMAIN <%"- q ® � '� CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES,IT IS THE CONTRACTOR'S - " ' "'e RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LEGEND LOCAL REGULATIONS AND CODE. PROPOSED STREET TREE(WIRE �' c l ,I .gym Rv 1-. FRIENDLY).SEE LANDSCAPE EXISTING ITEM PROPOSED 22. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST O.S.H.A.STANDARDS AND REGULATIONS, h�J EXISTTNG"ENTER"SIGN 1 ` Lf= a PLAN SHEET C-3. OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS b'B 4 BLUE E POINT ROAD, UNIT B TO BE RELOCATED 2 v" a �6 ®® PROPERTY LINE RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE HOLTSVILLE, {dIEV� YORK 11742 ♦a �.r awPVK a g� CRITERIA OF O.S.H A.,AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROPOSED"STOP"&"DO NOT CIO v• C PROCEDURES. (6 1) .9 S 1-05 D 6 ENTER"SIGNS(TYP.OF 2) S �" v www.KeyCivilEngineering.com ( 0' PS \N0 ��' o�(�`�cO"w BUILDING 23. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEAN-OUT TOPS SHALL BE ADJUSTED, IF 0 pR`NE S5� REQUIRED,TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. PROJECT NAME S 0 ♦ an " 24. IN CASE OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS,IMMEDIATELY NOTIFY THE PROJECT ENGINEER IN OGS 0 P o AID CONCRETE CURB WRITING OF ANY CONFLICTS. PROPOSED"DO NOT 25. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALLOFF-SITEA IA " I TYP. 0 MATERIAL L ENTER SIGN(TYP.) SOURCES AND DISPOSAL FACILITIES.CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO PROJECT ENGINEER AND JJJ--- O0� CURB WALL OWNER PRIOR TO INITIATING WORK. 11L R EXISTING DENTIST OFFICE N y S . 1 I p E) 26. CONTRACTOR SHALL DOCUMENT,WITH PHOTOS,CRITICAL STAGES OF CONSTRUCTION AND PROVIDE TO ENGINEER OF 14695 MAIN ROAD, MATTITUCK, NY 11952 EXISTING UP-LIGHT FOR SIGN ( � PARKING COUNT O RECORD AT END OF CONSTRUCTION. TO BE REMOVED TOWN SOUTHOLD, COUNTY OF SUFFOLK 27. THE CONTRACTOR SHALL PERFORM THE WORK AS SHOWN ON THE PLANS AND SPECIFIED HEREIN. THE PLANS SHOW DIST.:1000, SECT.: 114, BLOCK: 8, LOT: 5, ZONE RO THE GENERAL SCOPE OF THE WORK AND DO NOT NECESSARILY SHOW ALL DETAILS REQUIRED FOR COMPLETE FINISHED ADA STALL 1 WORKING SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIALS AND LABOR AS DRAWING TITLE NECESSARY FOR THE CONSTRUCTION OF COMPLETE WORKING SYSTEMS. 28. ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE(NEC). DRAINAGE INLET o 29. ALL EXCAVATIONS SHALL BE BACKF!LLED AT THE END OF EACH WORK DAY OR PROTECTED WITH TEMPORARY FENCING SITE PLAN IN COMPLIANCE WITH OSHA REQUIREMENTS. MANHOLE ' REFERENCES DATE: 06/16/2021 SAWCUT LINE ------- THESE PLANS REFERENCE: SCALE: 1" - 20' NOTE:AS PER PLANNING BOARD CONDITION, IN BOUNDARY SURVEY ADDITION TO LANDSCAPE PLANTINGS AS PER THE PROJECT NUMBER: 19195 DOOR LOCATION PREPARED BY: APPROVED SITE PLAN, FENCING ALONG THE EAST, 9 EN/EXT Gp 9-105 E LAND SURVEYING P.C. WEST AND NORTH REAR YARD PROPERTY LINES DRAWING BY: PD 9-1051NE5T HOFFMAN AVENUE LINDENHURST,NY 11757 SHALL BE MAINTAINED IN ORDER TO MAINTAIN GRAPHIC SCALE DATED:01/29/2019 SUFFICIENT SCREENING OF PARKING AREA. CHECKED BY: JP 20 0 10 20 STREET TREE 0 SITE VISIT FOR TOPO BY: APPROVED BY: JP an so KEY CIVIL ENGINEERING ON 04/1312021 SEAL &S I E: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED ( IN FEET ) BUILDING ARCHITECTURAL LAYOUT RECEIVED �, of NEW yPROFESSIONAL VIOLATION OF SECTION ON rzoA _ TELEPHONE POLE PREPARED BY: f O STATE EDUCATION LAW 1 inch - 20 ft. �' MANCINI MUI ��P' y R.PEpl, �� SUB-DIVISION 2,OF THE NEW PORK 222 MIDDLE COUNTRY ROAD,SUITE 314 MAY 17 2022 4 4.1 �� FAG -- of+- --- SMITHTOWN,NY 11787 DRAWING No: OVERHEAD WIRES clrY DATED: :JUThOId TOWn �( 014E Planning Board 0 7 0 C� w RECORD SITE PLAN -- �o� (W No., ALE K. APPROVED BY TOWN OF SOUTHOLD ON 2/12/2001 w AREA LIGHT O ® PREPARED BY DONALD FEILER,ARCHITECT Z �7 � 9 �_ 11725 MAIN ROAD N� 4 ©�� MATTITUCK,NY 11952 1C, \� 0- >SS1 BUILDING LIGHT (516)298-5453 9<4- N©� VICINITY MAP BACKGROUND DATA PROVIDED BY MAPS.GOOGLE.COM CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEEfj ACLY . PERANTEAU, P.E. PAGE No: OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION. ` NEW,'KORK STATE PROFESSIONAL ENGINEER 0083937 1 OF 6 YAKey CIviI\Projects\2019\19195_Mancini_14695 Main Road_Mattltuck\Drawings\Kev Civil\19195_2022 04.28-SPP6.dwg GRADING & DRAINAGE NOTES - 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. 2, STORMWATER RUNOFF COEFFICIENTS PER TOWN OF SOUTHOLD: 0 a. ROOF=1.00 3t(� 4 b. PAVEMENT/IMPERVIOUS=1.00 ® 0 0 0 ' .* PROPOSED CURB WALL TYPE II(TYP.) TAX LOT 7 3. PROVIDE STORMWATER RUNOFF STORAGE FOR 2"RAINFALL PER TOWN OF SOUTHOLD REQUIREMENTS O 00 0 ® Mat tituCk'-CutC�lO9 d� i 4. DRYWELL DESIGN CAPACITY: ® 0 0 0 0 'tl Sr HICg Sch I <� LAND N/F JOHN LOPER a. 8'DIAMETER=42.24 CFNF ® 0 - PLAS. I b. 10'DIAMETER =68.42 CF/VF ®0 � SHED c. 12'DIAMETER=100.88 CFIVF Iti C 2� N74007'30"E 89.16' 5. ALL PROPOSED DRAINAGE INTERCONNECTING PIPING SHALL BE SMOOTH WALL HDPE WITH A MINIMUM DIAMETER OF 12 0 <� 2, - -+� �.... ...... ...,. INCHES. -- 1- �, C3llr�Lad cif Good v� TW 20.10 o 6. TOP OF EFFECTIVE DEPTH IN LEACHING STRUCTURES SHALL BE NO HIGHER THAN THE GRATE ELEVATION OF THE oCot hsel CIIUrc ` BVJ 17.50 w LOWEST INLET IN THE IMMEDIATE SYSTEM. ® P ri 0 d 0 I TC 17.75 m 7. GROUNDWATER WAS NOT OBSERVED FOR 12.3 FEET BELOW GRADE AS PER SITE PLAN PREPARED BY DONALD G.FEILER �rpJN R 31 PROPOSED CURB IBC 17.25 ARCHITECT APPROVED BY TOWN ON FEBRUARY 12TH, 2001, AS PER USGS DEPTH TO GROUNDWATER VIEWER, 0 tv GROUNDWATER IS DETERMINED TO BE 14 FEET BELOW GRADE. FOR DESIGN PURPOSES,12.3 FEET BELOW GRADE{EL. 0 ' t'i t U C I'C �'SOff6Ik**Aeye WALL TYPE II(TYP.) 6) E*isl:Nssaa TL13lTpp 1.85 WILL BE USED. TO BE REMOVED Iv ,,O TW 18,50 i 0 8 BVJ 17.35 tAeV4�at4�D�{C�N ATE PROPOSED CURB 8. ALL LANDINGS AND WALKWAYS SHALL HAVE A MINIMUM OF 1.0%D CROSS SLOPE AWAY FROM THE BUILDING OR SLOPE 0 { M WALL TYPE I(TYP.) _ TOWARDS AN INLET/LOW SPOT. i 17.10 , 1'I ' TC 17.25 E7C5TWO D R AL� s sroftr S`I TC 17.80 ovcxa To /caeca BC t7.25 BC 16.75 TAX LOT S 9. CONTRACTOR SHALL CLEAN ALL EXISTING/PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES AT THE RNIN Sf END OF CONSTRUCTION. F.F.1a.a7 RIM±16 95 ?, TC 17.50 ' �I srortr `NEXT VICINITY MAP EXISTING 8'0 LEACHING GALLEYS TO REMAIN. "' BC 17.00 10. ALL ACCESSIBLE PARKING, CURB RAMPS. AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE `I ' 1"=1,000' CONTRACTOR TO MODIFY STRUCTURES AND REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11-ACCESSIBILTY AND ICC/ANSI Al17.1 -2017.ACCESSIBLE RIM±16.42 COVERS TO BE FLUSH WITH PROPOSED Z - - EXCEED ASTALLS H5.0%RUNNING SLOPE AND 4ALL HAVE NO SLOPE .0%RCROSS SLOPE THAN 2.0% IN ANY DIRECTION AND THE PROPOSED SIDEWALK SHALL NOT t� PROJECT DATA GRADES.REFER TO NOTE#t 17 (n , ' APPLICANT,................................. DR.MICHAEL KAMPOURAKIS o _ 11. LOCATION OF EXISTING UTILITY SERVICES ARE UNKNOWN AND SHALL BE CONFIRMED INDEPENDENTLY BY THE �I 14695 MAIN ROAD `�Q GR.15.75 A-1 I CONTRACTOR WITH THE UTILITY COMPANIES AND/OR PRIVATE MARK OUT COMPANIES PRIOR TO COMMENCEMENT OF o MATTITUCK,NY 11952 0 2440 5'MIN.) CONSTRUCTION. i PROPOSED.10'0 ) OWNER....................................... NANK HOLDINGS LLC 0 tv y L _- DRYWELL(TYP.) j veu w J i 12. ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. b ) o♦♦ 14695 MAIN ROAD 15 �� TG 16.00 A E 3/4 CLEAN WASHED STONE IN LIEU OF SAND BACKFILL TAX MAP NUMBER Block t 5 TC 16 50 , MATTITUCK NY 11952 �p 13. IF WET CONDITION IS ENCOUNTERED,CONTRACTOR SHALL USE Dist.1000,Sect.114,B oc 8,Lo BC 15.50 , � '- . BC 16.00 EXISTING DRAINAGE TC 16. ' 1 \ STRUCTURE TO BE 10 : '' , A_2 �� 14. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS EMPLOYEES,THE GENERAL g0.00 `� SITE AREA.................................. 21,051.73 SF(0.48 Acres) REMOVED BC 15.60 15.43 15.10 15 25 PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC R.O.W.'S, ETC. DURING ALL CONSTRUCTION AND ` , Q O pi D CURRENT ZONING..................... RO EXISTING SEPTIC REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL CODES AND REGULATIONS. THE l� 1 - ' -_ q, z o�° - 20 3' h OWNER AND ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTOR'S SAFETY PROGRAMS&PROCEDURES IN MAIN . RQ�TE 26) PROPOSED ZONING................. NO CHANGE TANK TO REMAIN BE I GARAGE COVERS TO B� „� 15.24 ,� y � ''"" TAX LOT 4 CONNECTION WITH THE WORK. y.S E) O o / nc,sic>, (N1• WID CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) ADJUSTED TO BE 80 15.19 cD G.FL AGE °r / Dft-Ru,,�;u (g6 FLUSH WITH PROP. - LAND N F JAMES HINSCH 15. REMOVAL INCLUDES,BUT IS NOT LIMITED TO,CURBING,PAVEMENT,UNSUITABLE MATERIALS,AND UNDERGROUND PROPOSED USE......................... NO CHANGE GR.14.85 5.15 i o PIPING. QUESTIONABLE ITEMS ENCOUNTERED(ABOVE AND/OR BELOW GRADE)SHALL BE BROUGHT TO THE ATTENTION /�� ,x _ �.- EXISTING FOOTPRINT............... 1,795.64 SF(INCLUDING GARAGE) GRADE 1 1 3 OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE. 15.15 A 15.19 0.3' , EXISTING GROSS TC t6.00 �_� 2,150 SF 16. CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE FREE FLOOR AREA................................ BC 15.50 ` S� � t4 95 15.30 •� PROPOSED 4'0 FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL DETERMINE CATCH BASIN(TYP.) EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUT IN ORDER TO PERFORM THE WORKSCOPE DEPICTED ON THE 15.10 �h� 'F PLANS. TWO FT MINIMUM FROM CURBS,PADS,WALKS,AND WALLS TO PERMIT PROPER COMPACTION OF THE REPLACED TAX LOT 6 TC 15.75 �.� 15.00 TW 17.00 SURFACES. DRAINAGE TRIBUTARY MAP BC 15.50 PROJECT SCOPE BC 15.25 ,; ' 14.88 17. LEACHING RINGS SHALL BE REMOVED AS NECESSARY SO THAT A MAXIMUM 2 FOOT COLLAR WILL BE PROVIDED.EXISTING SCALE:1"=40' EXPANSION INTO REAR YARD FOR 10 ADDITIONAL PARKING STALLS 73 LAND N/F RONALD W. SCHWEIZER GR.14.70 .._�� „W� TOP SLAB OF STRUCTURE SHALL BE REMOVED AND SET ASIDE FOR REUSE AS THE NEW TOP SLAB AFTER THE LEACHING INCLUDING NEW SITE DRAINAGE,LANDSCAPING AND LIGHTING. & DOROTHY J. 5CHWEIZER RING ELEVATION HAS BEEN CORRECTED. EXISTING DRAINAGE GRATE SHALL BE REPLACED WITH A SOLID LOCKING MANHOLE COVER.IT IS ESTIMATED THAT 4'OF RINGS SHALL BE REMOVED IN THE NORTHERN LEACHING POOL AND T OF TW 16.00 PROPOSED RINGS SHALL BE REMOVED IN THE SOUTHERN LEACHING POOL. 'I 1' BW 15.40 CURB WALL ens' ' TYPE I(TYP.) TC 15.00 !a I 1 BC 14.50 21 I, 2 STORY PROPOSED SAWCUT EXISTING DENTAL #14695 ' TC 15.90 OFFICE TO BE FLUSH WITH I 14 55 RE O MAIN BC 15.40 LEGEND EXISTING ASPHALT 2,150 SF 10 EXISTING ITEM PROPOSED 6 04/28/2022 AP REV.PER PLANNING BOARD COMMENTS GRADE F.F. 16.87 I i 1 STORY �EN/EXT ! '`{ DRAINAGE STRUCTURE SCHEDULEmmumm PROPERTY LINE PROPOSED SAWCUT TO ®w 5 03/30/2022 AP UPDATE LIGHTING I BE FLUSH WITH EXISTING s"' STRUCTURE EFFECTIVE TOP OF BOTTOM INVERT INVERT 4 03/09/2022 PD REV.PER TOWN COMMENTS ASPHALT GRADE STRUCTURE TYPE RIMIGRATE SUMP a 15.36 ! t4B P R NGS OF RINGS IN OUT a o NU ER DE TH I 3 09/01/2021 PD SUBMISSION 70 PLANNING DEPARTMENT BUILDING A-1 PROPOSED 10'0 CONCRETE DRYWELL WITH FRAME AND GRATE 6' 13.00 7.00 11.80 I 2 06/16/2021 PD REVISED SITE LAYOUT 1 A-2 PROPOSED 10'0 CONCRETE DRYWELL WITH FRAME AND SOLID COVER 6' --- 13.00 7.00 11.65 t A-3 PROPOSED 10'0 CONCRETE DRYWELL WITH FRAME AND SOLID COVER 6' --- 13.00 7.00 11.30 11.80 --- 1 02/20/2020 LC REVISED PARKING LAYOUT EXISTING STORMWATER CONCRETE CURB k DRAINAGE STRUCTURE NO. DATE BY DESCRIPTION ( 1 TO REMAIN t: A•4 PROPOSED 4'0 CATCH BASIN 14.85 13.52 11.85 10.85 A•5 PROPOSED 10'0 CONCRETE DRYWELL WITH FRAME AND GRATE 6' 14.70 12.50 6.50 11.50 CURB WALL REVISIONS I '� B-1/ C ADA STALL �y .,6 ;Ey>VI'';ii ; a:E - ✓ DRAINAGE INLET e b ®® STORMWATER DESIGN CALCULATIONS ` MANHOLE ® ° � i o P 11C/I P' F. R 9 TRIBUTARY DRAINAGE AREA=8,936.75 SF 664 BLUE POINT ROAD, UNIT B .rA® - w STORAGE REQUIRED SAWCUT LINE ------- HOLTSVILLE, NEW YORK 11742 e v v -44 IMPERVIOUS=8,939.75 SF x(2"112)x 1.00=1,489.96 CF p 0 .00 v�0 55l�� TOTAL STORAGE REQUIRED=1 489.96 CF (6 1) S 61-D 5 D 6 U STORAGE PROVIDED DOOR LOCATION www.KeyCivilEngineering.com EN/EXT oA USE FOUR(4)10-0 DRYWELLS WITH 6'EFFECTIVE STORAGE DEPTHS GD 4 DRYWELLS x 68 42 CF/VF x 6.0 VF=1,642.08 CF PROJECT NAME 2 5 ) 1,642.08 CF IS GREATER THAN 1,489.96 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED B-1 BORING LOCATION o� Al TE I N Y"S SIDE ) LOT 6 6 �, TELEPHONE POLE ( EXISTING DENTIST OFFICE OVERHEAD WIRES 14695 MAIN ROAD, MATTITUCK, NY 11952 TOWN SOUTHOLD, COUNTY OF SUFFOLK DISTA000, SECT.: 114, BLOCK: 8, LOT: 5, ZONE RO 7 GRADING SPOT rF15.43 DRAWING TITLE SPIY ►� 1, "IbPc7iL_ - - _ - - GRADING CONTOUR G ADI DRAT AGE r J 70P OF CURB /' r D'�C�►Y 7 , ovEi_ PBC 14.50 PLAN BOTTOM OF CURB Tw^'tj,+ r_4AyF_y DATE: 06/16/2021 6`D"M tp PA,L& f-_ TOP OF WALL " ' PTW 17.00 ^i BOTTOM OF WALL PBC 15.30 SCALE: 1" - 20' GRAPHIC SCALE FtLIF- -,,r t (W160t-.tp PROJECT NUMBER: 19195 20 0 10 20 40 80 1 L•� - --�'--� _ taco ISM... . '' °W7t=t'4 RECEDED DRAWING BY: PD GO G�.'TrG tiPh3 p �, ( IN FEET ) I CHECKED BY: JP 1 inch = 20 ft. M 7 2022 SOIL BORING LOG � � APPROVED BY: JP NT.& 5 trio d Town SEAL & S Planning Board E: ALTERATION C ADDITION CENSE C DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER ISA /O VIOLATION OF SECTION 72%, PE� SUES-DIVISION 2,OF THE NEW YORK L co 4 tiT� STATE EDUCATION LAW. CITY pNE Cq� DRAWING No: W C> SOD m IT\ O EALULJ 2W z m IE moo JAA N lPERANTEAU, P.E. PAGE No: ..N YORK STATE PROFESSIONAL ENGINEER #083937 2 - OF 6 YAKey Civil\Projectsi2019119195-Mancini.14695 Main Road..Mattituck0rawingslKey Civil\19195--2022.04.28..SPP6.dwg - i NOTES ~ 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF LANDSCAPE COMPLIANCE CHART �r POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER TOWN OF SOUTHOLD,NY(RO:DISTRICT) 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. ITEM SECTION PERMITTED/REQUIRED PROPOSED COMPLIANCE > 3. SOIL AMENDMENTS: ° o o REQUIRED:4'PLANTING AREA AROUND "MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30/o BY VOLUME)OR GYPSUM (B).A LANDSCAPED AREA SHALL BE PROVIDED THE PERIMETER OF ALL PARKING AREAS ; "MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY LOAM ALONG THE PERIMETER OF ANY PARKING AREA AND 1 SHADE TREE FOR EVERY 40 FEET Q� 48 EXCEPT THAT PORTION OF THE PARKING AREA OF THE PERIMETER OF PARKING.143.1 UP TO 30% OF THE TOTAL MIX EXCEPT PROVIDES ACCESS TO A STREET OR L.F.OF PARKING/40 L.F.=3.5 OR 4 SHADE t AVOID PURCHASING TREES WITH TWO LEADERS OR PARKING FACILITY ON AN ADJACENT LOT.THE TREES AT 2 INCH MIN.CALIPER SIZE AT MOttitLlClC-CUtchog ? TAX LOT 7 REMOVE ONE AT PLANTING:OTHERWISE,DO NOT e ' J ow + PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC LANDSCAPED AREA SHALL HAVE A MINIMUM THE TIME OF PLANTING. COMPLIES Ur•Sr.H igh Sch ! <� STRUCTURAL CORRECTIONS (LANDSCAPING 280 95 DIMENSION Of FOUR FEET,SHALL BE PLANTED LAND N/F JOHN LOPER SCREENING AND (LANDSCAPED WITH GRASS OR SHRUBS AND SHALL INCLUDE AT PROPOSED:EXISTING VEGETATION PLAS. I DO NOT STAKE OR WRAP TRUNK SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES BUFFER PARKING AREA) LEAST ONE TREE OF NOT LESS THAN TWO-INCH COMBINED WITH PROPOSED BUFFER SHED HIGHER IN POORLY DRAINING SOILS REGULATIONS) CALIPER FOR EVERY 40 FEET ALONG THE PLANTINGS AND 4(GTIS)SHADE TREES AT y �? DO NOT 3"DOUBLE SHREDDED HARDWOOD MULCH ( PERIMETER OF THE PARKING AREA. 2 INCH CALIPER SIZE AT THE TIME OF .�,.. N74°07'30"E 9 TON 89• 6 PLACE MULCH IN CONTACT WITH TREE TRUNK) CUT BANDS OF WIRE BASKET AND FOLD AWAY FROM PLANTING. vQ 25 • � y Cn HOLE SHALL BE 2112 TIMES THE TOP OF ROOT BALL C.TREES USED IN PARKING LOTS SHALL INCLUDE % Qur,Lady of Good F Marratodka WIDTH OF THE ROOT BALL rn 4"BUILT-UP EARTH SAUCER HONEY LOCUST,PINE,OAK OR OTHER SIMILAR FAST CQUnS ! CliLlrGt`', SEE SECTION 280-95 ABOVE COMPLIES /� P :r _-5 JV ROPES AT TOP OF BALL SHALL BE CUT AND TING TREES GROWING,HARDY VARIETIES OR EXISTING �- --- ' � BACKFILL SOIL°1 PART SOIL AMENDMENT WHERE APPROPRIATELY LOCATED. REMOVED. FOLD BACK TOP 1/3 OF BURLAP. ALL (BASED ON SOIL TEST)°3 PARTS NATIVE TOPSOIL 4PVrT1 NON-BIODEGRADABLE MATERIAL SHALL BE tiP aL ,;REMOVED. ^ 4-6"DEEPER THAN ROOT BALL vt,. f6lk AYe ' CC) UNDISTURBED SUBGRADE TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL (Avg +? ,guff TE rr,, :......:: . �� cal " DIG WIDE,SHALLOW HOLE WITH TAPERED SIDES SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE AS PER PLANNINGeo BOARD CONDITION,THE FOLLOWING BEST MANAGEMENT PRACTICES ram, TAX LOT 3 REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 SHALL BE FOLLOWED TO FURTHER POLICY 5 OF THE LOCAL WATERFRONT 3 GTIS REVITALIZATION PROGRAM(LWRP)TO PROTECT&IMPROVE WATER QUALITY AND VICINITY MAP 5 JVB 2 VDA EVERGREEN TREE PLANTING DETAIL SUPPLY IN THE TOWN OF SOUTHOLD: 1"=,,000' N.T.S. I. USE NATIVE, DROUGHT-TOLERANT PLANTS IN LANDSCAPING;3 TON PROJECT DATA s cr NOTES: II. USE OF ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE NITROGEN IS NO MORE APPLICANT.................................. DR.MICHAEL KAMPOURAKIS j 1. THOROUGHLY SOAK THE GROUND COVER ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST THAN 20%OF THE TOTAL NITROGEN IN THE MIXTURE; 14695 MAIN ROAD CZ) // \y a `° 2 VDA MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. MATTITUCK,NY 11952 ( I I 2. SOIL AMENDMENTS: OWNER....................................... NANK HOLDINGS LLC N ) 'MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30% BY III. A MAXIMUM OF 1 LB.OF NITROGEN PER 1,000 SQUARE FEET IN ANY ONE APPLICATION, 14695 MAIN ROAD 4__ ' - !' WITH A CUMULATIVE APPLICATION OF NO MORE THAN 2 LBS. PER 1,000 SQUARE FEET MATTITUCK,NY 11952 2 TON VOLUME)OR GYPSUM- o ° °°.' ' � *MODIFY EXTREMELY SANDY SOILS(MORE THAN 85% SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY PER YEAR; TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 8.Lot 5 LOAM UP TO 30%OF THE TOTAL MIX 6 TON 0 ! 3. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE-EMERGENT PER MANUFACTURER'S SPECIFICATIONS IV.THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING NITROGEN,PHOSPHORUS, SITE AREA.................................. 21,051.73 SF(0.48 Acres) � OR POTASSIUM IS PROHIBITED BETWEEN NOVEMBER 1ST AND APRIL 1ST; CURRENT ZONING..................... RO SPACING CHART 3 JVB SPACING"D" ROW"A" PROPOSED ZONING.................. NO CHANGE y : o J / (D 20.3' TAX LOT 4 NOT TO SCALE 6"O.C. 5.20" CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) 8"O.C. 6.93" ." GARAGE 20 PROPOSED USE......................... NO CHANGE '< G.FL 15.23�° LAND N/F JAMES HINSCH 1\ 0 2 ID 10"O.C. 8.66" EXISTING FOOTPRINT............... 1,795.64 SF(INCLUDING GARAGE) I 0 3' 12"O.C. 10.40" 1 GTIS 1�`_l/ D 15"O.0 13.00" EXISTING GROSS 2,150 SF FLOOR AREA................................ 2 VDA 18"O.C. 15.60" NOTES PLANTED ON CENTER(SEE SPACING CHART) 24"O.C. 20.80" 1, FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER \ 3JHBH 30"O.C. 26.00" LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER 36"O.C. 30.00" 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST TAX LOT 6 ( /�_\ [` MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. PROJECT SCOPE I 0 j ? 3. SOIL AMENDMENTS: EXPANSION INTO REAR YARD FOR 10 ADDITIONAL PARKING STALLS LAND N/F Rt?NALD W. SCHWEIZER I Cc �� / - .!r` 3.1. MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE INCLUDING NEW SITE DRAINAGE,LANDSCAPING AND LIGHTING. & DOROTHY J. SCHWEIZER �` �-� �r: 2"DOUBLE SHREDDED HARDWOOD MULCH BARK(UP TO 30% BY VOLUME)OR GYPSUM (DO NOT PLACE MULCH AGAINST THE BASE 3.2. MODIFY EXTREMELY SANDY SOILS(MORE THAN 85% SAND)BY ADDING ORGANIC MATTER AND/OR DRY, ` ( 9 IGG ?i,,,:j.' ;`. OF THE PLANT) SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX GENTLY PULL ROOTS AWAY FROM TOPSOIL r► znv = « MASS WITH FINGERS AVOID PURCHASING TREES WITH TWO LEADERS I ""1 11 y �"" •; -�:r;•;,;.;... ;. .� �' ;;.:,,;'. ,: •., �:. OR REMOVE ONE AT PLANTING:OTHERWISE,DO BACKFILL SOIL 1 PART SOIL AMENDMENT NOT PRUNE TREE AT PLANTING EXCEPT FOR PROP,TREE PROTECTION FENCE(TYP.) r: z: ;. I%1.,.-':~ •...)•.' .W_"+ ; (BASED ON SOIL TEST)3 PARTS NATIVE TOPSOIL SPECIFIC STRUCTURAL CORRECTIONS 1 A:,1 M ^ / _:I1 mE :ci( 11i iii! €; - DO NOT STAKE OR WRAP TRUNKAdo PROP.SEEDED LAWN AREA(TYP.) 31GC z I :;';......-;.....;:,._.... ...-< "'i'L j€€€". '. 3:i'i:' UNDISTURBED SUBGRADE LUSH TO GRADE OR SEVERAL S - EXISTING DENTAL #14695 HOLE SHALL BE 2 112 TIMES THE WIDTH OF THE SET BALL F 2 STORY INCHEESS HIGHER IN POORLY DRAINING SOILS OFFICE TO GROUND COVER/PERENNIAL/ANNUAL PLANTING DETAIL I ; / REMAIN I( N.T.S ROOT BALL CUT BANDS OF WIRE BASKET AND FOLD AWAY 2,154 SF t 3"DOUBLE SHREDDED HARDWOOD MULCH(DO NOT FROM TOP OF ROOT BALL 6 04/28/2022 AP REV.PER PLANNING BOARD COMMENTS F.F.STORY EN:EXT 1 STORY PLACE MULCH IN CONTACT WITH TREE TRUNK) � 4"BUILT-UP EARTH SAUCER 5 03/30/2022 AP UPDATE LIGHTING ROPES AT TOP OF BALL SHALL BE CUT AND te r SEEDING MODIFICATION BACKFILL SOIL°1 PART SOIL AMENDMENT(BASED 4 03/09/2022 PD REV.PER TOWN COMMENTS ss• ( REMOVED. FOLD BACK TOP 1/3 OF BURLAP. ALL ON SOIL TEST)°3 PARTS NATIVE TOPSOIL 1. PRIOR TO SEEDING,MIX TOP 6"LAYER OF TOPSOIL WITH FERTILIZER AND LIME.10.20.10 FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 NON-BIODEGRADABLE MATERIAL SHALL BE • ` R 3 09/01/2021 PD SUBMISSION TO PLANNING DEPARTMENT POUNDS PER 1,000 ST, LIME SHALL BE APPLIED IN ACCORDANCE WITH THE FOLLOWING CHART: REMOVED. :::::' .: L; •;::: •,. ::;a.; 1.jj;-:i s r 4 6"DEEPER THAN ROOT BALL 2 06/16/2021 PD REVISED SITE LAYOUT SOIL TEXTURE TONSIACRE LBS11,000 S.F. CLAY,CLAY LOAM,AND HIGH ORGANIC SOIL 3 135 UNDISTURBED SUBGRADE "" TAMP 501E SOLIDLY AROUND BASE OF ROOT BALL 1 02I20/2020 LC REVISED PARKING LAYOUT \ SANDY LOAM,LOAM,SILT LOAM 2 90 DIG WIDE,SHALLOW HOLE WITH TAPERED SIDES SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE NO. DATE BY DESCRIPTION LOAMY SAND,SAND 1 45 REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 REVISIONS Q (; PROP.MULCH LINE(TYP.) EXISTING SHRUB \\ ABOVE APPLICATION RATES FOR FERTILIZER AND LIME ARE STANDARD RATES AND SHALL BE ADJUSTED BASED ON SITE SPECIFIC SOIL TESTS. TREE PLANTING DETAIL `�4./ 1 ARA TO REMAIN N.T.S. CITY NE Cq 2, TOPSOIL SHALL BE TILLED,FINE GRADED,AND RAKED FREE OF ALL DEBRIS LARGER THAN 1"IN DIAMETER,ALL LAWN AREAS SHALL BE SLOPED TO DRAIN OR PER THE a: \ APPROVED GRADING PLAN. O 8 RFG \ w �002, 1 /� z 2 m ,. I �U 3. CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND IMPLEMENT AS REQUIRED PRIOR TO APPLICATION OF SEED. I -0- 1(� 0® e 4. GENERAL LOW MAINTENANCE SEED MIX ��C H N � � � '�/ � QO V � / SEED MIXTURE LBSIACRE LBSd1,000 S.F. / FINE FESCUE(BLEND) OPTIMAL PLANTING DATES 61134 BLUE POINT ROAD, UNIT HARD FESCUE 75 2,1 ZONE56&6A=31155d31 ' HOLT6VILLE NEW YORK 11742 00 <� - � S570Q4�g STRONG CREEPING RED FESCUE 811.1011 ZONE 6B= 311.4130 (63I1) E61-05®6 oo KENTUCKY BLUEGRASS 10 .25 8115.10115 www.KeyCivilEngineering.com AD a - ' PERENNIAL RYEGRASS 10 .25 0ZONE lA&18=211.4130 / WHITE CLOVER 5 .10 8115.10130 25 � PROJECT NAME Al t j�`E MAINTENANCE LEVEL �v •�} (B)FREQUENT MOWING(4-7 DAYS),OCCASIONAL FERTILIZATION,LIME AND WEED CONTROL (C)PERIODIC MOWING(7.14 DAYS),OCCASIONAL FERTILIZATION AND LIME ( 6 THE FIRST YEAR OF ESTABLISHMENT 6 (D)INFREQUENT OR NO MOWING,FERTILIZATION AND LIME E ( EXISTING DENTIST OFFICE 5. SEED SHALL BE APPLIED IN TWO DIRECTIONS AT RIGHT ANGLES TO EACH OTHER.ONCE APPLIED,FIRM THE SOIL WITH A CORRUGATED LAWN ROLLER TO PROMOTE 14695 MAIN ROAD, MATTITUCK, NY 11952 NOTES: J SEED-TO•SOILCONTACT. TOWN SOUTHOLD, COUNTY OF SUFFOLK 1. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR 6. APPLY UNROTTED SMALL GRAIN STRAND,HAY FREE OF SEEDS,OR SALT HAY i0 ALL SEEDED AREAS AT THE RATE OF 1112.2 TONS PER ACRE OR 10.90 POUNDS PER 1,000 DIST.:1000, SECT.: 114, BLOCK: 8, LOT: 5, ZONE RO 2, CONSTRUCED T ONTS VEHIC LES T NCE. S.F.SPREAD MULCH SO THAT APPROXIMATELY 85%OF THE SOIL SURFACE IS COVERED,ANCHORING OF MULCH SHALL BE ACCOMPLISHED IMMEDIATELY AFTER DRAWING TITLE 2. CONSTRUCTION VEHICLES TO STAY AS FAR AS POSSIBLE FROM TREE PROTECTION FENCE TO PREVENT COMPACTION OF TREE ROOTS. /� PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER.THIS MAYBE ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS;PEG AND TWINE,MULCH NETTING,OR LIQUID MULCH-BINDER. TREE PROTECTION ZONEDDRIPLINE LANDSCAPE PLAN 1. IRRIGATE NEWLY SEEDED AREAS WITH A MINIMUM OF 114 INCH OF WATER TWICE A DAY(NOT DURING PERIODS OF INTENSE SUN)UNTIL VEGETATION IS WELL ESTABLISHED, RECEIVED� IVED NOTES. DATE: 06/16/2021 1. FOR CONTAINER-GROWN SHRUBS,USE FINGERS OR SMALL HAND TOOL TO PULL THE ROOTS OUT OF THE OUTER LAYER OF �y POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. MAY i (r� 2022 SCALE: 1"=20' 2. THOROUGHLY SOAK THE SHRUB ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER ` ~ n PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. Southold'-Town PROJECT NUMBER: 19195 3. SOI:LAMENDMENTS: Planning Board 4'TALL FLUORESCENT AREA WITHIN TREE *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY ORANGE HIGH DENSITY PROTECTION ZONE TO GRAPHIC SCALE DRAWING BY: pp VOLUME)OR GYPSUM CONSTRUCTION FENCE REMAIN UNDISTURBED 20 0 10 20 40 80 'MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER ANWOR DRY,SHREDDED CLAY PLANT SCHEDULE OR APPROVED OD O DURING CONSTRUCTION LOAM UP TO 30%OF THE TOTAL MIX 8"T012" CHECKED BY: JP EVERGREEN TREES QTY BOTANICAL I COMMON NAME SIZE CONTAINER MATURE HEIGHT MATURE WIDTH NATIVE 6'LONG WOOD OR g STEEL FENCE POSTS. JV 5 JUNIPERUS VIRGINIANAI EASTERN RED CEDAR 6.T B+B 40-50' 10.15' YES APPROVED BY: JP JVB 8 JUNIPERUS VIRGINIANA'BRODIE'I BRODIE EASTERN RED CEDAR 6-T B+B 15.20' 5.6' YES POSTS SHALL BE ( IN FEET ) TON 20 THUJA OCCIDENTALIS'NIGRA'1 DARK AMERICAN ARBORVITAE 6.7' B+B ZO.25 6-8 YES ALTERATION OR ADDITION TO THIS SPACED rs:>� - SEAL&SIGNATURE. ;_' - on^DO CUMENT MENT EXCEPT BY A LICENSED 1 inch 20 ft. C .ED �:'s' ,:'. r�;' ,: TOP OF SHRUB R T BALL AL E HORIZONTALLY 8'ON "" '" `" "'" ` " " ' '`" ROPES AT TOP OF BALL SHALL 6E CUT AND 00 SH L B SET FLUSH WITH PROFESSIONAL ENGINEER IS A CENTER MAXIMUM. ` ;;; <; :=, ;;;; ,<-: ; .: :: REMOVED. FOLD BACK TOP 113 OF BURLAP. FINISHED GRADE SHADE TREES QTY BOTANICAL 1 COMMON NAME SIZE CONTAINER MATURE HEIGHT MATURE WIDTH NATIVE VIOLATEON OF SECTION 7209, ARA 1 ACER RUBRUM 1 TARTARIAN MAPLE 2.3"CAL, B+B 15-25 15.25' YES SUB-DIVISION 2,OF TI IE NEW YORK ALL NON-BIODEGRADABLE MATERIAL SHALL c ;'. :1 4' AREA OF SITE 3"DOUBLE SHREDDED HARDWOOD MULCH(DO NOT GTIS 4 GLEDITSIA TRIACANTHOS INERMIS'SKYCOLE'TM I SKYLINE THORNLESS HONEY LOCUST 21D2-3"CAL. B+B - O AREA OF SITE „ ,,,..: :.. BE RMULCH 40 60' 20 30 YES w)' T. R :-=` L;...; 'c: ;'r; REMOVED, PLACE C G ATE EDUCATION LAW CONSTRUCTION :M:",..;%`s:`y��;-;; ' `I=,. CONSTRUCTION `' LA E MUL H AGAINST THE BASE OF THE PLANT) Q�� R PERq O,Q DECIDUOUS T C UOUSSHRUBS Y I��µ' T BOTANICAL COMMON NAME DR ,MM`w,.." Q I CO 0 A E SIZE CONTAINER MATURE HEIGHT MATURE WIDTH NATIVE � �'� � AWING No: PLANTING HOLE SHALL BE 12"T018" G 9 CONTAINER-GROWN PLANT WITH ROOTS PULLED OUT AM 7 ARONIA MELANOCARPA 1 LOW SCAPE MOUND ARONIA 15-1$" 3GAL. 1.2 1-2 YES G DEEP, FOR LARGER SHRUB ROOT t h;"' ` ' " 't OF BALL VDA 6 VIBURNUM DENTATUM'ARROWWOOD'I ARROWWOOD VIBURNUM 30.36" 3 GAL, 5.11' 5.10' YES 2, BALLS,MAKE DEPTH MIN.4"DEEPER ` _ „ ,.::'. EAt. D� . :' 'IE:: ;, BACKFILL SOIL°1 PART SOIL AMENDMENT(BASED ON I W THAN BALL. . ,::. •`'r ': :'z,; .... •. :•'r.'•••`;.••;';1.;•; f.;;•- +`' .'•. „�.•->: EVERGREEN SHRUBS QTY BOTANICAL I COMMON NAME SIZE CONTAINER MATURE I W -1 ;,. L •::::<;..t .•' . ,..•....•r.. .. . ........ SOIL TEST) MAT NAT °3 PARTS NATIVE TOPSOIL HEIGHT MATURE WIDTH NATIVE _:• . 1 J ... B+B 4.6' 4.6' YES IGC 12 ILEX GLABRA'COMPACTA'1 COMPACT INKBERRY 24.30" ,M BALLED AND BURIAPPED PLANT JHBH 11 JUNIPERUS HORIZONTALIS BAR HARBOR'/BAR HARBOR CREEPING JUNIPER 15.18 SPRD. 3GAL. 9.12 3 5 YES - UNDISTURBED SUBGRADE �Q 0 eg, SOIL SURFACE ROUGHENED TO BIND SIZE CONTAINER MATURE HEIGHT MATURE WIDTH NATIVE A TREE PROTECTION FENCE DETAIL REFERENCES ARCHITECTURALGRAPHiCSTANDARDSCOPYRIGHT2000 ORNAMENTAL GRASSES QTY BOTANICAL I COMMON NAME WITH BACKFILL SOIL. PV 4 PANICUM VIRGATUM I SWITCH GRASS 24.30" 2 GAL. 2.4' 1.2' YES _ NT.S. DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL PERENNIALS QTY BOTANICAL I COMMON NAME SIZE CONTAINER MATURE HEIGHT MATURE WIDTH NATIVE JA ERANTEAU, PAGE No: N.T.S RFG 8 RUDBECKIA FULGIDA'GOLDSTRUM'I BLACK EYED SUSAN 12-15" 3 GAL. 1.3' 2.3' YES YORK STATE PROFESSIONAL ENGINEER 1083937 P.E..E. 3 OF 6 Y.IKey CivillP.oject312019i19195_Manwu_14695 Main Road_MattltucktDrawingslKey CivIIN9195_2022.04.28_SPP6.dwg 7 IS48 x. TAX LOT 7 Mattituck-Cutchog , LAND N/F JOHN LOPER G.0 SHEl.0 u.G U.0 L'.0 0.0 O.0 U.G U.0 L'.0 s f N74007'30"E 89.16' SEE LUMINAIRE SCHEDULE v< 25 FOR NUMBER AND CONFIGURATION OF FIXTURES 0ur,ILa{��1 of Good "R' .Mari'6taoka - -� 35.9' rn Counsel Church Poor d t + + + + - + _ + + + + ° w V u.1 0.7 U.5 G.2 0.0 o 0' m I 4 + ' {. + .,?Y9] + + + + + + + ._>+ a 4 4 j 4 u C �Sy.7f41k'✓�YG �.. u.0 U.1 �� .5 u.6 0.8 0.7 U.6 L•.4 G.3 t 0.0 rn U.GIGHT POLE iv I LIGHTING MANUFACTURER ERY � """'" t- 0.0 + 0.6 +0.8 +G.8 +0.3 U.0 +U.0 I M TAX LOT 3 2S'2 +0.0 f +0.1 G U.4 0.5 +G.5 +0.5 0.5 O. : +0.3 ' .0 +U.G VICINITY MAP Z I 1"=1,000' Z + + + + t +0 + +0 +0 + + + I PROJECT DATA u.0 0.1 U 5I U.5 U.4 .3 U.4 .5 . 7 0.4 U 0 U.0 ° M I APPLICANT.................................. DR.MICHAEL KAMPOURAKIS cli 14695 MAIN ROAD +0.o ( ' 0.1 +0 8 +0.6 +0.4 +0.3 0.4i'_+U +0. a +0.5 I ' f+0.(' +C.U I MATTITUCK,NY 11952 0 I I OWNER....................................... NANK HOLDINGS LLC N 14695 MAIN ROAD c^' MATTITUCK,NY 11952 0.0 +0.1 0 8 C +0.6 Q 3 .4 1.1 +0. +' 0. +O.G 2.0'MIN. l xK _L�o FINISHED GRADE TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 8,Lot 5 0 / �� "`� EXISTING GARAGE ' : SITE AREA.................................. 21,051.73 SF 0.48 Acres *, * + ,� + + MOUNTED LIGHTS \/ CURRENT ZONING..................... RO /� G.l 0.3 1.� 0.6 0.4 +1.0 L.8 +U.6 + + .0 \ \ \ ♦ \ \ \ \ \ Jy TO BE REMOVED I' PROPOSED ZONING.................. NO CHANGE 20.3, TAX LOT 4 \ \ CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) 0.0 u.l U.9 U.6 G.4 u 4 a C� S) .0 O.0 /✓� GARAGE - G.FL 1 LAND N/F JAMES HINSCH PROPOSED USE......................... NO CHANGE ' C.1 (� e \ {` o EXISTING FOOTPRINT.... 1,795.64 SF INCLUDING GARAGE + + � � + + � 0 3+ � + \OUNDATION BY OTHERS. ( ) 0 0 ELEVATION VIEW �0.5 U.4 0.' ) C 0.0 EXISTING GROSS LIGHT POLE DETAIL 2,15osF FLOOR AREA................................ +U.G 0 U.1 U 5 + .6 +0.8 0.9 +0.8 4 OW " 1 U.0 +G G.. N.T.S. TAX LOT 6 ' \ PROJECT SCOPE T � }, +0.0 +0. 0.4 (+). +1. Z.4 l.7 .7 0.y N.1 ).0 0.0 EXPANSION INTO REAR YARD FOR 10 ADDITIONAL PARKING STALLS LAND N/F RONALD W. SCHWEIZER / EXISTING BUILDING MOUNTED LIGHT TO BE INCLUDING NEW SITE DRAINAGE,LANDSCAPING AND LIGHTING. & DOROTHY J. SCHWEIZER \ _ REPLACED WITH NEW FIXTURE;TYPE'C' EXISTING SOFFIT LIGHT ++,0 0• I 0.3 * .y ,r� -....a G 6 *'•8 *U•2 W 0.1 .0 0.0 TO BE REMOVED ' (v- ,zoe' +0..G +0. 0.3 + 2 L'. 0.2 ' 0.1 G +U.0 - i CI•c' ° 4 E 2 STORY 1.8 G.l 1 0.G SITE LIGHTING COMPLIANCE TABLE a L OFFISTING CE TOTAL #14695 O ! PERMITTEDIREQUIRED PROVIDED + ')r +0 REMAIN + + U.0 U. .4 2,150 SF 2.0 .2 l 0.0 F.F. 16.87 � MAXIMUM MOUNTING HEIGHT 35'-0" 15'(POLE)!IT(BUILDING) 6 04/28/2022 AP REV.PER PLANNING BOARD COMMENTS +C EC t 9 +1 STORY /ENiEXT i MAXIMUM LUMENS PER LUMENAIRE 12,500 LUMENS 6,967 LUMENS 5 03/30/2022 AP UPDATE LIGHTING .G . 1. 1 1 U.0 261, 4 03/09/2022 PD REV.PER TOWN COMMENTS c ` MAXIMUM FOOT CANDLE ALONG PROPERTY LINE 5 0.05 Fc 0.01 Fc 3 09/01/2021 PD SUBMISSION TO PLANNING DEPARTMENT + ' + + + + ` y� + 0.0 G.' 2.6 1.4 U. 0 1 O.l O.0 • u G. /�, � I � � MAXIMUM FOOT CANDLE ON ENTIRE SITE 5 5.00 Fc 4.90 Fc 2 06l16l2021 PD REVISED SITE LAYOUT 1 02!20/2020 LC REVISED PARKING LAYOUT + + + + + + + + MAXIMUM FIXTURE COLOR TEMPERATURE(KELVIN) s 3,000 K 2,700 K/3,000 K 0.O U. G.1 C.2 0.3 /�1�.3 ( C. G' G. .G C.G. NO. DATE BY DESCRIPTION NOTE: 1)ALL EXTERIOR LIGHTING SHALL BE DESIGNED,LOCATED,AND LAMPED TO PREVENT EXCESSIVE LIGHTING,ENERGY REVISIONS t. +" + + +0. + + + I + may+ + +0. WASTE,GLARE,LIGHT TRESPASS,AND UNNECESSARY SKYGLOW. u.0 ' 0 0. U.0 7. G.� U.1 I U.II G �U.0 i.G O.0 2)ALL NONESSENTIAL EXTERIOR LIGHTING SHALL BE TURNED OFF WITHIN 1/2 HOUR AFTER THE CLOSE OF BUSINESS + + + +0..(" + + + + + + AND/OR WHEN NOT IN USE.LIGHTS THAT ARE CONTROLLED BY TIMERS OR THAT ARE MOTION-SENSOR-ACTIVATED ARE Q U.0 U G U. G'.G 0.0 0.U 10.G U C.US� 0 G U.G ENCOURAGED TO REPLACE EXISTING LIGHTING NECESSARY FOR SAFETY PURPOSES. '" I +0.0 U 0 0. U.0 +G. 0.0 U.0WE + .0 u dU.0 (� ` 0 +0.. ( 0 0. +C..c + .o + . a :.e �( 6' +G.G o. GRAPHIC SCALE ,� ,�® r,, a 20 0 10 20 �40 80 ,� � 4 564 BLUE POINT ROAD, UNIT B 0 S5i ,�n �-- /, !� / , . t6313la 1-0506 HOLTSVILLE, NEW YORK '11742 80 ,0 ( IN FEET ) o I +G o +c + GA I inch - 20 ft.Ro www.KeyCivilEngineering.com PROJECT NAME •/ l l + 25 ) .0 E14 MAIN OVT (EXISTING UP-LIGHT FOR SIGN N.Y•s WOO O BUILDING MOUNTED LUMINAIRE L TO BE REMOVED (66 EXISTING DENTIST OFFICE MANUFACTURER: RAB LIGHTING 14695 MAIN ROAD, MATTITUCK, NY 11952 MODEL: WALL PACK LED DOWNLIGHT TOWN SOUTHOLD, COUNTY OF SUFFOLK LABEL: C DIST.:1000, SECT.: 114, BLOCK: 8, LOT: 5, ZONE RO LUMINAIRE SCHEDULE COLOR: 3,000K DRAWING TITLE SYMBOL QUANTITY LABEL FIXTURE FIXTURE MANUFACTURER/FIXTURE DESCRIPTION/MOUNTING TYPE MOUNTING LLF COLOR LUMENS ARRANGEMENT TOTAL WATTS ARRANGEMENT COUNT HEIGHT TEMPERATURE WATTS PROPOSED COOPER LIGHTING/UTLD PAL-100 827-U T3 HSS SITE LIGHTING PLAN Q 2 A SINGLE 1 (AREA LIGHT) 15-0" 0.900 2700 K 3,466 LUMENS 96 288.0 ® 1 B SINGLE 1 PROPOSED COOPER LIGHTING/UTLD-PA1.40-827-U-T4W-HSS 15-0" 0.900 2700 K 6,967 LUMENS 96 96.0 (AREA LIGHT) DATE: 06/16/2021 ® 1 C SINGLE 1 PROPOSED RAB LIGHTING/WPLED26YW(WALL PACK) 17'-0" 0.900 3000 K 1,297 LUMENS 10 10.0 SCALE: ill =20' PROJECT NUMBER: 19195 • 1 D SINGLE 1 EXISTING NEWBURY PORT 1 LIGHT(OUTDOOR WALL SCONCE T-6" 0.900 2700 K 200 LUMENS 4 4 POLE MOUNTED LUMINAIRE DRAWING BY: pp WITH(1)'A'BASE BULB) MANUFACTURER: COOPER LIGHTING MODEL: UTLD TRADITIONAIRE LED DOWNLIGHT RECEIVED � �� ® CHECKED BY: JP 07 E SINGLE 1 EXISTING RAB MR16-7.5-930-35D-DIM-G2(SOFFIT LIGHT) 10'-1 3/16" 0.900 3000 K 562.50 LUMENS 7.5 52.5 LABEL: A/B SITE LIGHTING NOTES COLOR: 2,700K (--- APPROVED BY: JP MAY 17 2022 SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. • 8 F SINGLE 1 EXISTING RAB MR16-7.5-930-35D-DIM-G2(SOFFIT LIGHT) 18'-0" 0.900 3000 K 562.50 LUMENS 7.5 60.0 DOCUMENT EXCEPT BY A LICENSED SoUt old Town PROFESSIONAL ENGINEER IS 2. NO REVISIONS,ALTERNATES.OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR CATION OR SECTION 7209, Planning Board SUB"DNISION2,OF THE NEW YORK WRITTEN APPROVAL FROM THE ENGINEER. EXISTING PENDLETON 1-LIGHT(OUTDOOR WALL SCONCE OF NE w STATE EDUCATION LAW 3. ILLUMINATION LEVELS SHOWN IN FOOT-CANDLES. � 2 G SINGLE 1 WITH(1)'A'BASE BULB) 7'-0" 0.900 2700 K 200 LUMENS 4 8.0 '(� PE YO CALCULATION SUMMARY R. Rq�T DRAWING No: EXISTING KATHY IRELAND SIERRA-CRAFTSMAN COLLECTION 4. ILLUMINATION LEVELS ON THIS PLAN HAVE BEEN CALCULATED FOR PROPOSED SITE AREA LIGHTS ONLY.ACTUAL (�4.4 ILLUMINATION LEVELS IN THE FIELD MAY DIFFER FROM THOSE DEPICTED ON THE PLAN DUE TO INTERFERENCE 1 H SINGLE 1 (OUTDOOR HANGING PORCH LIGHT WITH(3)CANDELABRA 9'-6" 0.900 2700 K 600 LUMENS 4 12.0 LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN MAX/MIN N ALE FROM EXISTINGIAMBIENT LIGHTING WHOSE ILLUMINATION LEVELS ARE NOT REFLECTED ON THIS PLAN. BASE BULBS) � CALC CITY_PTS ILLUMINANCE Fc 0.29 4.8 0.0 NIA N/A 4� pNt✓ l 0 m �a 1 tp'==`1 LU W TOTAL: 13,855.0 LUMENS TOTAL: 530.5 5. REFER TO ARCHITECTURAL PLANS FOR DECORATIVE BUILDING MOUNTED LIGHTS AND BUILDING CANOPY LIGHTS. O r PAVEMENT AREA ILLUMINANCE Fc 0.73 4.7 0.1 7.30 47.00 s ��q z-qi � � �$ �'" C}� C- ® , 6. LIGHT CIRCUITRY PLAN PREPARED BY OTHERS. N �2�A Al �� ! 1 �. 7. EXISTING BUILDING MOUNTED LIGHT SPECS PROVIDED BY OWNER'S ELECTRICIAN. °\gam JA UN PERANTEAU, P.E. PAGE No: 8. ILLUMINATION LEVELS SHOWN ON THIS PLAN WERE CALCULATED USING AGI32 PHOTOMETRIC SOFTWARE. 4- HIYORPROFESSIONAL ENGINEER f083937 4 OF 6 YAKey CivillProjects\2019N9195_Mancini_14695 Main Road_MattituchDrawings\Key CivA19195_2022.04.28_SPP6.dwg I SOIL EROSION & SEDIMENT CONTROL NOTES: TAX LOT 7APPROXIMATE LOCATION OF 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. I CONSTRUCTION DUMPSTER y LAND N/F JOHN LOPER I, SILT FENCE NOTES 2. THE STORMWATER POLLUTION PREVENTION PRACTICES PROPOSED HEREON HAVE BEEN IDENTIFIED AS THE MINIMUM PLAS. ' 1. PLACE SILT FENCE AT LOCATIONS AS SHOWN ON PLANS AS WELL AS DETAILS. RECOMMENDED PRACTICES. ADDITIONAL STORMWATER MANAGEMENT FACILITIES OR PRACTICES SHALL BE INSTALLED SHED APPROXIMATE LOCATION OF 2. SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS THE FENCE AROUND THE ENDS. TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN N74°07'30"E 89,16' MATERIAL STOCKPILES(TYP.) LEGEND 3. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE DIRECTED BY THE RUNOFF FROM EXITING THE SITE. CONTRACTOR TO NOTIFY IN WRITING AND CONSULT WITH THE ENGINEER OF RECORD Vz_ 48 / IS AL--.W GOVERNING AGENCY. IF ADDITIONAL MEASURES ARE REQUIRED OR IF THERE IS EVIDENCE INDICATING POTENTIAL OR REALIZED IMPACTS ONE.. CID ITEM PROPOSED 4. DO NOT PLACE MATERIAL AGAINST SILT FENCE. WATER QUALITY DUE TO ANY STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 5. INSPECT SILT FENCE IMMEDIATELY AFTER PLACING ANY MATERIAL NEARBY. Mattituck-(,'(,�' cho 0 6. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY. 3. NOTHING IN THIS STORMWATER POLLUTION PREVENTION PLANSDRAWINGS OR ANY ASSOCIATED REPORTS RELIEVES ! :7 { r PROPERTY LINE THE CONTRACTOR OR OWNER/OPERATOR FROM OBTAINING ANY OTHER PERMITS REQUIRED BY LAW OR COMPLIANCE f•Sf I 1 SCh I G- --------- --- - = o WITH TAKING ALL REASONABLE STEPS TO MINIMIZE OR PREVENT ANY DISCHARGE IN VIOLATION OF NYS DEC OR WHICH ni UPSTREAM I AREA OF DOWNSTREAM/EXISTING HAS A REASONABLE LIKELIHOOD OF ADVERSELY AFFECTING HUMAN HEALTH OR THE ENVIRONMENT. BUILDING DISTURBANCE�UNDISTURBED GROUND . � 4. CONTRACTOR SHALL BE FAMILIAR WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND P` WOOD OR METAL FENCE POSTS SPACED SEDIMENT CONTROL (" K") DATED NOVEtyBER ,2016 ANY REPORTS PREPARED SPECIFICALLY FOR THIS BLUE BOO 1 9` 25' F-O"O.C.MAXIMUM (METAL FENCE PROJECT,AND THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FOR Zzz APPROVED FILTER FABRIC MEETING POSTS OR APPROVED EQUAL TO BE STORMWATER DISCHARGE. }Ufa I, a' o f Goo A� I agatOOka.. CONCRETE CURB N.Y.S.SPECIFICATIONS(3'-0"WIDE) INSTALLED IN ASPHALT PAVEMENT) Codiri el Churc "' 5. EROSION CONTROL MEASURES TO PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE 'Pond TAX LOT S FLOW z SITE SHALL, AT A MINIMUM, CONFORM TO THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT ?'ROTATE POSTS TOGETHER > � p0 I G ` PROPOSED SILT FENCE TO ACT AS CURB WALL BEFORE INSTALLATION CONTROL UNLESS ADDITIONAL MEASURES ARE NOTED OR REQUIRED BY THE ENGINEER OF RECORD. MP�NRO ;: �e4 BARRIER AROUND THE PERIMETER OF THE COMPACTED SOIL N ro ;je! / 6. IT SHALL NOT BE A DEFENSE FOR A CONTRACTOR OR AN OWNER/OPERATOR IN AN ENFORCEMENT ACTION THAT IT a '�•( t U C k '0- AREA OF DISTURBANCE SECOND soff0lk Aye SILT FENCE WOULD HAVE BEEN NECESSARY TO HALT OR REDUCE THE CONSTRUCTION ACTIVITY IN ORDER TO MAINTAIN Z t ADA STALL ` COMPLIANCE WITH THE NYS DEC STORMWATER DISCHARGE REQUIREMENTS OR IMPLEMENT EROSION AND SEDIMENT APPROXIMATE LOCATION OF CONTROL PRACTICES. SOIL EROSION CONTROL MEASURES SHALL BE ADJUSTED/ RELOCATED BY CONTRACTOR AS j4eW StififtJll: N Q CONCRETE WASHOUT(TYP.) IDENTIFIED DURING SITE INSPECTIONS IN ORDER TO MAINTAIN EFFECTIVENESS OF CONTROL MEASURES. ro M - \ DRAINAGE INLET 0 DIG 6"WIDE AND 6"DEEP 6 �, FIRST SILT I ' SI FIN 0 7. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES SHALL BE DEEMED INCLUDED IN THE I � PROPOSED INLET TRENCH,BURY BOTTOM FENCE PRICE BID FOR THE SITE WORK. PROTECTION(TYP.) V-0"OF FILTER FABRIC, VICINITY MAP TAMP IN PLACE PST(TYP.) STAPLE(TYP.) g. INSTALLATION OF EROSION CONTROL,CLEARING,AND SITE WORK SHALL BE DONE AS INDICATED IN THE CONSTRUCTION V=1,000' SI) -\� MANHOLE ® SECTION JOINING FENCE SECTIONS SEQUENCE. °Or"- P1 ) --''"�ZZ: ` _ ®___ 8'O.C. SILT FENCE/FILTER WOOD OR 9. INSTALLATION OF EROSION CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S PROJECT DATA SAWCUT LINE METAL FENCE POST RECOMMENDATIONS AND REQUIREMENTS. (TYP.) FABRIC APPLICANT.......................•.•.......• DR.MICH MAIN ROAD POURAKIS 10. CONTRACTOR SHALL INSPECT THE EROSION AND SEDIMENT CONTROL PRACTICES AND POLLUTION PREVENTION o MEASURES BEING IMPLEMENTED AFTER EACH RAINFALL EVENT AND DAILY WITHIN THE ACTIVE WORK AREA TO ENSURE MATTITUCK,NY 11952 20 3 DOOR LOCATION TAX LOT 4 THAT THEY ARE BEING MAINTAINED IN EFFECTIVE OPERATING CONDITION AT ALL TIMES. INSPECTION OF ALL OWNER....................................... NANK HOLDINGS LLC GARAGE EN/EXT GD IMPLEMENTED PRACTICES SHALL OCCUR WEEKLY AT A MINIMUM. IF DEFICIENCIES ARE IDENTIFIED,THE CONTRACTOR 14695 MAIN ROAD - 1 G.FL 15.23� LAND N/F JAMES HINSCH SHALL BEGIN IMPLEMENTING CORRECTIVE ACTIONS WITHIN ONE BUSINESS DAY AND SHALL COMPLETE THE CORRECTIVE MATTITUCK,NY 11952 o DIRECTION OF ACTIONS IN A REASONABLE TIME FRAME. TELEPHONE POLE TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 8,Lot 5 � � I � 0.3' SURFACE RUNOFF PLAN / PLAN 11. CONTRACTOR SHALL REMOVE ANY SILT FROM SOIL EROSION AND SEDIMENT CONTROL MEASURES WHEN IT REACHES SITE AREA.................................. 21,051.73 SF(0.48 Acres) (112)ONE-HALF CAPACITY UNLESS OTHERWISE NOTED OR AS DIRECTED BY THE ENGINEER.THE MATERIAL SHOULD BE STANDARD SILT FENCE NOTES: INCORPORATED INTO THE SITE IN A STABILIZED MANNER. CURRENT ZONING..................... RO -e- OVERHEAD WIRES 1. THE SLOPE OF THE LAND FOR AT LEAST 30 FEET ADJACENT AND UPSTREAM TO STANDARD SILT FENCE SHALL NOT EXCEED 5°l,. PROPOSED ZONING.................. NO CHANGE \ p 2. WHEN T1N0 SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THE END POSTS SHALL BE ROLLED TOGETHER A 12• TEMPORARY SEED AND MULCH SHALL BE APPLIED TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) �- MINIMUM T OF 3 TIMES. GRADE AND VEGETATED WITHIN 15 DAYS.WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON,THEY SHALL BE TAX LOT 6 / _ ` INLET PROTECTION I�I� STABILIZED WITH GEOTEXTILE FABRIC AND MAINTAINED ACCORDING TO BEST PRACTICES. PROPOSED USE......................... NO CHANGE t I I STANDARD SILT FENCE EXISTING FOOTPRINT............... 1,795.64SF(INCLUDING GARAGE) LAND NI RONALD W. Sf;HWEIZER / N.T.S. 13. CONTINUE INSPECTION AND REPAIR OF STORMWATER POLLUTION PREVENTION MEASURES UNTIL THE COMPLETION OF T & DOROTHY J. SCHWEIZER \ , CONSTRUCTION AND PERMANENT STABILIZATION IS ACHIEVED. EXISTING GROSS 2,150 SF '. W........ ` I FLOOR AREA................................ 14. REMOVE EROSION CONTROL MEASURES,SILT,AND DEBRIS UPON ESTABLISHMENT OF PERMANENT STABILIZED COVER _ OF ALL UPSTREAM/TRIBUTARY AREAS. zc" _ •a 0 15. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL CITY,STATE,AND FEDERAL LAWS AND APPLICABLE CODES. PROJECT SLOPE I24: t / 2 16. THESE PLANS ARE BASED ON INFORMATION AVAILABLE TO OUR OFFICE AT THE TIME OF PLAN PREPARATION. EXPANSION INTO REAR YARD FOR 10 ADDITIONAL PARKING STALLS CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS AND NOTIFY OUR OFFICE IF ACTUAL SITE CONDITIONS DIFFER INCLUDING NEW SITE DRAINAGE,LANDSCAPING AND LIGHTING. EXISTING DENTAL/ 2 STORY TREE PROTECTION ZONE/DRIPLINE FROM THAT SHOWN ON THE PLAN,OR IF THE PROPOSED WORK WOULD BE IMPACTED BY ANY OTHER SITE FEATURES. j OFFICE TO AI 14695 REMAIN I IT EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. 2,150 SIF a F.F. 16.87 i 002- 18. REFER TO GRADING AND LANDSCAPING PLANS FOR ADDITIONAL INFORMATION. 1 STORY �EN�EXT I, ` 19. CONTRACTOR SHALL CLEAN ALL ON-SITE EXISTING&PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPE i 4'TALL FLUORESCENT ORANGE AT END OF PROJECT AS WELL AS ANY OFF-SITE DRAINAGE STRUCTURES THAT MAY HAVE RECEIVED RUNOFF FROM THE E" AREA DATA HIGH-DENSITY CONSTRUCTION � SITE. <-- I FENCE OR APPROVED EQUAL AREA WITHIN TREE PROTECTION / PROPERTY AREA................................ 21,051.73 SF(0.48 Acres) " ZONE TO REMAIN UNDISTURBED 20. CONTRACTOR SHALL PROVIDE TEMPORARY INLET PROTECTION BEYOND THE LIMITS OF DISTURBED AREA AS PROPOSED CONSTRUCTION 6'LONG WOOD OR STEEL DURING CONSTRUCTION NECESSARY TO PREVENT SILT AND DEBRIS FROM CONSTRUCTION ACTIVITIES GETTING INTO ANY DRAINAGE SYSTEM ENTRANCE(TYP.) TOTAL DISTURBED AREA.................. 13,343.95 SF(0.306 Acres) FENCE POSTS. POSTS SHALL FOR WHICH THE PROJECT IMPACTS. 6 04/28/2022 AP REV.PER PLANNING BOARD COMMENTS i BE SPACED HORIZONTALLY 8' / / EXISTING IMPERVIOUS AREA 8,987.46 SF 0,206 Acres "' "" '"% ,r s' 21. CONTRACTOR SHALL LOCATE CONCRETE WASHOUT AREA, STOCKPILE AREA, AND CONSTRUCTION WASTE MATERIAL \ { ) ON CENTER MAXIMUM. ';-; "'y " �"/ ' t` ='% %:' 5 03/30/2022 AP UPDATE LIGHTING [ / \ . ' .`;:•: `:,z' STORAGE AREAS SO AS TO MINIMIZE EXPOSURE TO STORMWATER. CONSTRUCTION WASTE SHALL BE IMMEDIATELY .. "' I PERVIOUS AREA 12,064.27 SF(0.277 Acres) "`�,:-f 's�,y �.' -;- ;� � ;:r`->' / y ;". _, ",y PLACED IN ON-SITE STORAGE CONTAINERS UNTIL READY FOR OFF-SITE DISPOSAL.CONTRACTOR SHALL MAINTAIN SPILL 4' 4 03/09/2022 PD REV.PER TOWN COMMENTS PREVENTION&RESPONSE EQUIPMENT AND MAKE AVAILABLE ON-SITE FOR USE BY CONTRACTOR'S EMPLOYEES TRAINED AREA OF SITE AREA OF SITE PROPOSED IMPERVIOUS AREA 12,076.37 SF(0.277 Acres) :. {„ >„ '.'::- >~ IN THE APPLICATION OF PILL PREVENTION CONSTRUCTION ;f f r"- ;,xr,, ; ,;;, aj; CONSTRUCTION S NTION&RESPONSE PROCEDURES. 3 09,01/2021 PD SUBMISSION TO PLANNING DEPARTMENT `/ I ` PERVIOUS AREA 8,975.36 SF(0.206 Acres) 2' 22. CONTRACTOR SHALL IDENTIFY LOCATION OF WASTE CONTAINERS,FUEL STORAGE TANKS,CONCRETE WASHOUT AREAS 2 06/16/2021 PD REVISED SITE LAYOUT 4 I /� AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED ON THE PLAN. 1 02/2012020 LC REVISED PARKING LAYOUT \ TREE PROTECTION FENCE NOTES: 23. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND IT IS THE 1. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR PROPOSED LIMITS OF RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. NO. DATE BY DESCRIPTION DISTURBANCE. VEHICLES Y A P 24. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: REVISIONS d 2. CONSTRUCTIONEH CLES TO STAY S FAR AS POSSIBLE FROM TREE PROTECTION FENCE TO PREVENT I I =-" COMPACTION OF TREE ROOTS. a. STABILIZED CONSTRUCTION ENTRANCE EXIT-A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED AT THE DRIVEWAY ALONG THE EAST SIDE OF THE PROPERTY;THIS AREA SHALL BE GRADED SO THAT F= . ,,.® ��.- TREE PROTECTION FENCE RUNOFF WATER WILL BE RETAINED ON-SITE. b. INLET PROTECTION-IMMEDIATELY INSTALL FOR EACH INLET AS DRAINAGE STRUCTURES ARE INSTALLED. Jlv�✓" N.T.S. c. DUST CONTROL-STOCKPILES OF SOIL SHOULD BE LIMITED TO 15'MAXIMUM HEIGHT AND REMOVED OR UTILIZED r 0 ♦ - �o FOR SITE CONSTRUCTION AS SOON AS PRACTICABLE. SHOULD EXCESSIVE DUST BE GENERATED, THE 0o i S57 AA CONTRACTOR SHALL APPLY WATER TO BARE SOIL SURFACES TO MINIMIZE BLOWING DUST. 80 .0 GRAPHIC SCALE D 20 0 10 20 40 80 25. THE RIGHT-OF-WAY IS NOT TO BE USED FOR STORAGE OR STAGING OF EQUIPMENT OR MATERIALS DURING QOA CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THE RIGHT-OF-WAY DURING - CONSTRUCTION AND SHOULD INSTALL FENCING ALONG THE PROPERTY'S FRONTAGE TO LIMIT ACCESS FORtz, �� / CONSTRUCTION VEHICLES TO DEFINED POINTS OF INGRESS/EGRESS. CIVIL ' H „3, '"� � r 25Flu � ( IN FEET ) V� [� 26. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS PERMANENTLY OR TEMPORARILY(EXISTING DISTURBED AREA WILL B64 BLUE POINT ROAD] UNIT B MA0 1 inch = 20 ft. NOT BE DISTURBED AGAIN WITHIN 14 CALENDAR DAYS OF THE PREVIOUS SOIL DISTURBANCE CEASED THE APPLICATION R } hIOL.TSVILL.E NEW YORK 11 j OF SOIL STABILIZATION MEASURES MUST BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED � 74B ( jv •� • ° 1 WITHIN FOURTEEN(14)DAYS FROM THE DATE THE CURRENT SOIL DISTURBANCE ACTIVITY CEASED. I6 31 1 9 61-0 B 0 B (66 www.KeyCivilEngineering.com PROJECT NAME 2" rA ' 1/8"!?J STEEL WIRE EROSION CONTROL COVER t t I 1 I INLET PROTECTION TYPES AND USE EXISTING PAVEMENT � STAPLES(2 PER - g'MIN /j�r�\y/ � / -j 1{MAX) TYPE EXAMPLE USAGE NOTES 50'MIN, STAPLE DETAIL B _ _ B STOCKPILE PERIMETER /r�\! BALE,TYP.) _ \ 3' SEDIMENT CONTROL �, <�\\\ 10'-0"MIN. �a A� _z S1 10M!LPLAST1C 10MILPLASTICLINING-'z (SILT FENCESHO�^JN //\\� � = STOCKPILED r /\ EXISTING DENTIST OFFICE FABRIC PLACED T � LINING BINDING � �\\/; o w MATERIAL yip. 14695 MAIN ROAD, MATTITUCK, NY 11952 0 UNDER INLET NOT PERMITTED THIS METHOD OF INLET PROTECTION IS NOT N \� Z _ _ // _ \yj\. MOUNTABLE BERM i,�i/ TOWN SOUTHOLD, COUNTY OF SUFFOLK ACCEPTABLE. N WIRE BAGS %\\\\ v�\ DIST.:1000, SECT.: 114, BLOCK: 8, LOT: 5, ZONE RO GRATE EXISTING GROUND FILTER CLOTH MAXIMUM SIDE SLOPES OF 2:1 UNDER STONE PROFILE (OPTIONAL) STRAW BALE-----, EXCAVATED DURING INITIAL OVERLOT GRADING NATIVE MATERIAL • OR CONCRETE - - I DROP INLET AFTER THE STORM DRAIN TRUNK IS MINIMUM DEPTH 1 FOOT. BLOCK(TYP. PROTECTION INSTALLED MAXIMUM DEPTH 2 FEET' 50WIN. (IF EXCAVATED, ) DRAWING TITLE CONTAIN 900 CIF PER TRIBUTARY ACRE. 2V:1H MAX SLOPE) WOOD OR METAL STAKES Z SECTION B-B (2 PER BALE) PLAN OILEROSION MAX SLOPE OF 1%OF SURROUNDING AREA. STOCKPILE NOTES: FABRIC DROP DURING FINAL ELEVATION GRADING EXISTING GROUND II INLET PHASES AFTER THE STORM DRAIN 15 MAX UN-REINFORCED HEIGHT OF FABRIC. CONCRETE AND GROUT WASTE MANAGEMENT: 1. STOCKPILE MANAGEMENT INCLUDES MEASURES TO MINIMIZE EROSION AND SEDIMENT TRANSPORT FROM SOILS OR MAINTAIN OVERFLOW TO DROP INTO THE z 1. ALL WASH OFF AND NON-SOLID CONCRETE AND GROUT WASTE MUST BE CONTAINED IN AN EXCAVATED OR ABOVE OTHER ERODIBLE MATERIALS STORED AT THE CONSTRUCTION SITE. SPECIAL ATTENTION SHOULD BE GIVEN TO SEDIMENT PROTECTION SYSTEM IS COMPLETED \ Z z CONTROL PLAN DROP INLET. c I-�-12'MIN. F � GROUND LINED CONSTRUCTED PIT. STOCKPILES IN CLOSE PROXIMITY TO NATURAL OR MANMADE STORM SYSTEMS. PROTECTION OF STOCKPILES 15 A MINIMUM STONE BARRIER HEIGHT OF 1'. U) LU 2, THIS FACILITY WILL RECEIVE ALL WASH WATER FROM THE CLEANING OF CHUTES, MIXERS, HOPPERS,VIBRATORS, YEAR-ROUND REQUIREMENT. STONE&BLOCK DURING THE INITIAL AND INTERMEDIATE MAXIMUM STONE BARRIER HEIGHT OF 2'. a PLACING EQUIPMENT, TROWELS, AND SCREEDS. UNDER NO CIRCUMSTANCES WILL WASH WATER FROM THESE 2. THIS DETAIL DOES NOT APPLY TO CONTAMINATED MATERIALS WHICH REQUIRE ADDITIONAL MEASURES. III DROP INLET OVERLOT GRADING OF A DO NOT USE MORTAR, EXPOSE 6"OF FILTER CLOTH OPERATIONS BE ALLOWED TO INFILTRATE INTO THE SOIL OR ENTER SURFACE WATERS OR STOMWATER 3. LOCATE STOCKPILES AS FAR AWAY FROM BODIES OF WATER,INFILTRATION AREAS,INLETS,AND OTHER DRAINAGE DATE: 06/16/2021 PROTECTION CONSTRUCTION SITE LIMIT HEIGHT TO PREVENT PONDING OR ALONG BOTH SIDES S MANAGEMENT FACILITIES. SYSTEM COMPONENTS AS POSSIBLE SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE BYPASS FLOW. PLAN VIEW 3. CAPACITY-SIZE FACILITY TO CONTAIN SOLIDS,WASH WATER,AND RAINFALL. WASH WATER SHALL BE ESTIMATED ENVIRONMENTAL DAMAGE. SCALE: 1" ' 20' BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS AT 1 CUBIC FOOT PER CHUTE AND 7 CUBIC FEET PER 4. WEEDS SHOULD NOT BE ALLOWED TO GROW ON STOCKPILES. USED AFTER PAVEMENT USE WITH UPSTREAM BUFFER STRIPS AND HOPPER OF THE CONCRETE PUMP TRUCK AND I OR DISCHARGING DRUM. 5. WHEN THE STOCKPILE IS NO LONGER NEEDED,PROPERLY DISPOSE OF EXCESS MATERIALS AND RE-VEGETATE OR PAVED SURFACE WITH TEMPORARY SURFACE STABILIZATION. 4. LOCATION-LOCATE FACILITY FOR ACCESS BY TRUCKS AND AS FAR AS POSSIBLE FROM DRAINAGE SWALES,STORM OTHERWISE STABILIZE THE GROUND SURFACE WHERE THE STOCKPILE WAS LOCATED. PROJECT NUMBER: 19195 CONSTRUCTION HAS BEEN DONE WHILE STABILIZED CONSTRUCTION ACCESS NOTES: �E�E�V E IV INLET PLACE AT INLET PERIMETER OR BEYOND. DRAIN INLETS,WETLANDS,STREAMS AND OTHER SURFACE WATERS AND WHERE POSSIBLE,A MINIMUM OF 100 FEET 6. FOR STOCKPILES MAINTAINED FOR MORE THAN ONE DAY,A SEDIMENT CONTROL SYSTEM, CONSISTING OF SILT FINAL GRADING AND SOIL 1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. PROTECTION INTEGRATE TRAFFIC SAFETY. AWAY FROM SUCH. PREVENT SURFACE RUNOFF FROM ENTERING THE STRUCTURE. SIGNS SHALL BE PLACED TO FENCING OR COIR LOG,SHALL BE INSTALLED AND MAINTAINED ON DOWNHILL SIDES TO CONTAIN MATERIAL. I-- DRAWING BY: PD STABILIZATION IS OCCURRING DO NOT CAUSE FLOODING OR BYPASS FLOW. 2. LENGTH - NOT LESS THAN 50 FEET(EXCEPT ON A SINGE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS DISCHARGED, 6.1. FOR TEMPORARY STOCKPILES ON THE INTERIOR PORTION OF A CONSTRUCTION SITE,WHERE OTHER MAY 1'7 2022 WOULD APPLY). 5. LINER-PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 MILS WITH NO HOLES OR TEARS,AND ANCHORED DOWN-GRADIENT CONTROLS,INCLUDING PERIMETER CONTROL,ARE IN PLACE,STOCKPILE PERIMETER FABRIC WILL EQUAL OP,EXCEED THE 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. CHECKED BY: JP INSTALLED AND ANCHORED IN PERFORMANCE STANDARD FOR THE SILT 4. WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS BEYOND THE TOP OF THE PIT WITH STAPLES AS SHOWN, AN EARTHEN BERM, SAND EAGS,STONE, OR OTHER CONTROLS MAY NOT BE REQUIRED. MANUFACTURED STRUCTURAL APPURTENANCE. 6.2. PROTECT ALL STOCKPILES FROM STORMWATER RUN-ON. Southold Town V INSERT INLET ACCORDANCE WITH THE FENCE FABRIC. THE INSERTS WILL M OCCURS TWENTY-FOUR AC FOOT R SINGLE ENTRANCE TO SITE. 6. PRE-FABRICATED WASHOUTS MAY BE USED IF THEY ENSURE THE CAPTURE AND CONTAINMENT OF THE WASTE 6.3. FOR STOCKPILES IN ACTIVE USE,PROVIDE A STABILIZED DESIGNATED ACCESS POINT ON THE UPGRADIENT Planning Board APPROVED BY: JP PROTECTION MANUFACTURERS RECOMMENDATIONS INSTALLED TO PRESERVE A MINIMUM OF 50°�0 5. GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. AND DESIGN DETAILS OF THE OPEN UNOBSTRUCTED DESIGN FLOW 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED WASH AND BE SIZED BASED AS ABOVE. SIDE OF THE STOCKPILE. SEAL& SIGNATURE: ALTERATION OR ADDITION TO THIS AREA OF THE STORM DRAIN INLET OPENING. BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE: 6.4. SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-THIRD(1/3)OF THE BARRIER 7.1. ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE HEIGHT. DOCUMENT EXCEPT GI A LICENSED 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR PROFESSIONAL ENGINEER IS FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL SEDIMENT SPILLED, DROPPED,WASHED OR TRACKED DEACTIVATED AND REPAIRED OR REPLACED IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED 6.5. INSPECT STOCKPILE SEDIMENT CONTROL SYSTEM IMMEDIATELY AFTER MODIFYING STOCKPILE. `�OF NFL Y VIOLATION OF SECTION 7209, SUB-DIVISION 2,OF THE NEW YORK INLET PROTECTION NOTES: OVER HARDENED CONCRETE SHOULD BE PUMPED TO A STABILIZED AREA,SUCH AS A GRASS FILTER STRIP. 6.6. REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED,OR AS DIRECTED BY THE gyp` R.PER O STATE EDUCATION LAW 1. CONTRACTOR MAY USE THE TYPE SUITABLE FOR THE SITUATION AND THEIR MEANS AND METHODS UNLESS ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. c 8. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN 7.2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75%OF THE STORAGE CAPACITY OF THE ENGINEER,TO KEEP THEM FUNCTIONING PROPERLY. $ 7 & �tiT NOTED OTHERWISE ON PLAN. CONTRACTOR MUST SUBMIT SPECIFICATION OF ANY TYPE V TO ENGINEER APPROVED SEDIMENT TRAPPING DEVICE. STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND 7. FOR STOCKPILES INACTIVE FOR MORE THAN 14 DAYS, STABILIZE THE STOCKPILE TO PREVENT SEDIMENT DRAWING No: BEFORE USE. PROPERLY DISPOSED OF OFF SITE. TRANSPORT USING AN EROSION CONTROL SYSTEM,CONSISTING OF TEMPORARY SEEDING AND MULCHING.PLASTIC ��CI7V pNE C q� r 2. THE DRAINAGE AREA FOR A STOR""A DRAIN INLET WITH INLET PROTECTION SHALL NOT EXCEED 1 ACRE. 9. PERIOD C INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN, r 7.3. DISPOSE OF THE HARDENED hATERIAL OFF-SITE IN A CONSTRUCTION I DEMOLITION LANDFILL. ON-SITE I GEOTEXTILE COVERING,SOIL BINDERS,OR EROSION CONTROL BLANKETS. USE OF MULCH OR SOIL BINDERS ONLY C� LY 3. IMMEDIATELY INSTALL INLET PROTECTION WHEN ASTORK-i DRAIN INLET IS CONSTRUCTED. 10. CONTRACTOR TO ENSURE THAT THE TRACKING PREVENTION REMAINS EFFECTIVE DURING ALL CONSTRUCTION) O 7, � r" t�Ao ' 4. EROSION CONTROL/TEMPORARY STABILIZATION MEASURES MUST BE IMPLEMENTED ON THE DISTURBED PHASES. DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. IS ACCEPTABLE IF THE STOCKPILE WILL BE IN PLACE FOR NO MORE THAN 60 DAYS. �O� to n NOT u E Leo W c2 Z m t1/ I W IN THAT CASE,THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED,OR BURIED AND COVERED WITH A MINIMUM 8. IMPLEMENT DUST CONTROL PRACTICES AS APPROPRIATE ON ALL STOCKPILED MATERIAL. DRAINAGE AREA TRIBUTARY TO THE INLET. 11. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS,DITCHES.OR WATERCOURSES. Z 5. TYPE IV INLET PROTECTION PRACTICES INCLUDE COMPOST FILTER SOCKS,GEO-TUBES FILLED WITH BALLAST, 12. CONTRACTOR TO RELOCATE TRACKING PADS AS NECESSARY. OF 2 FEET OF CLEAN COMPACTED EARTHFILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. 0.5 7.4. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. O qg �,. :+� AND OTHER APPROVED EQUAL MANUFACTURED SURFACE BARRIERS. 13. EXPOSE 6"END OF FILTER CLOTH ON BOTH OF THE LONGER SIDES FOR THE ENTIRE LENGTH. -- T5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN oc �m`� \' .S 0o . 1 6. TYPE V INLET PROTECTION PRACTICES INCLUDE DANDY SACK,FLEXSTORM CATCH-IT,ULTRATECH ULTRA-DRAIN NON-DESIGNATED AREAS. <(- H N Qv� GUARD,AND OTHER APPROVED EQUAL MANUFACTURED INLET INSERT. INLET PROTECTIONSTABILIZED CONSTRUCTION ACCESS CONCRETE AND GROUT WASTE MANAGEMENT MATERIAL STOCKPILE N.T.S. N.T.S. N.T.S. N.r.s. Ji l��PERANTEAU, P.E. PAGE No: YORK STATE PROFESSIONAL ENGINEER J083937 5 OF 6 Y.IKey Civil''ProJectst2019119195_Manclnl_14695 Main Road_MattituckTrawings\Key CiviA19195_2022.04.28_SPP6.dw9 i USE RIBBED SIGN SAVER PLATES WHER V X 1'-6"X 0.8 ALUM,"NO STOPPING ANYTIME" SIGN THICKNESS IS LESS THAN 12 HEAVY DUTY GRAY IRON(CL35)DRAINAGE STRUCTURE SET BY EJ SIGN(NYR 7-4)TO BE INSTALLED PROPOSED GAUGE(0.080"80 MIL)AND SIGN IS ROUND GRATE SET MODEL No.:V3600-3 RG V3600 CV UND ? IN FRONT OF PARKING AISLE IS "NO PARKING ANYTIME"SIGN MOUNTED TO OPEN SIDE OF U CHANNEL 1/4"x 1/2"STAINLESS STEEL OR ROUND COVER SET MODEL No.:V1600-3 RG REV/CPH2 CV UND 1.5"COMPACTED WEARING COURSE NO WHITE BACKGROUND PROPOSED ACCESSIBLE"RESERVED POS GALVANIZED BOLTS,GALVANIZED OR APPROVED EQUALS FULL DEPTH VERTICAL SAW CUT (NYSDO T TYPE 6F) PARKING PARKING"SIGN&"VAN ACCESSIBLE"SIGN PRDP05ED CURB LINE ALUMINUM SIGN(S) WASHERS,AND STAINLESS ANY RED TEXT �' (TIP) STEEL TAMPER PROOF NUTS 48\ MEET EXISTING FLUSH WITH NO TRIPPING HAZAR TIME TACK COAT SIDE OF EXISTING ASPHALT PAVEMENT TO REMAI THIS SIGN TYPICAL AT ALL 8'WIDE 4"WIDE PAINTED IUIattltttCk-ClltCl�t? m _ ALVANIZED U CHANNEL POST - EXISTING ASPHALT 4"WIDE PAINTE (WHITE) p z z F (INHERE SIGNS ARE MOUNTED 90 8" 2'-0" f..a�f ('Cg Scl1 I NYR 7.4 ADA STRIPED ACCESS AISLE STRIPE WHITE z STRIPE(BLUE)(TYP.) 0 - \ / p5 cn co DEGREES TO EACH OTHER,A \ / / 1'0"X V 6"X 0.8 ALUM."RESERVED PARKING" m w LU i z SQUARE POST MAY BE USED) " r � w o O SIGN(MUTCD R7-8(MOD.))BOLT TO STEEL TUBE a z O _L w ..�.;----i-----:---:..L.-.- _--- W/3B"CADMIUM PLATED BOLTS,NUTS,AND WASHERS. -I Q RESERVED PARKING `G -d 2.J 2.5"CO -' --' - --- I ----.. GREEN LETTERS Q v TOP OF GRADE NOTES ' <� • COLORS: PAINTED ACCESSIBLE PAPACTED ASPHALT BINDER AZURE BLUE e ti 1. MANHOLE TO SUPPORT H-20 TRAFFIC LOADING fit_ ALL COLORS TO BE NON-REFLECTORIZED SYMBOL TYP(BLUE) PLAN Our,Lad o f Goo � COURSE(NYSDOT TYPE 3) � 2. CONCRETE STRENGTH 4,000 PSI @ 28 DAYS - � • LEGEND&BORDER............... GREEN RAME AND GRATE Ct}Ut1SE'I Church .._.. \\ \ \ \ 3. REBAR TO BE ASTM A-615 GRADE 60 CC1Ci 6"DENSE GRADED AGGREGATE�AS�J WHITE BACKGROUND 'n � BACKGROUND........................ WHITE 12"MIN.SUBGRADE COMPACTED 4. WELDED WIRE FABRIC ASTM A-185 COURSE NYSDOT TYPE 2 vAN . L L_ � /\\ \\ \\ e m ( ) TO 95/n STANDARD PROCTOR MUTCD R7-$ 6"X 12""VAN ACCESSIBLE" SYMBOL................................. WHITE NOTE: VARIES 9'C") / \ \ PRECAST *1 pPp ��o ACCESRIBLE B'-6' SIGN(MUTCD R7-8p) • SYMBOL BACKGROUND........ BLUE SEE PLAN (TYP) \ \\ \ 12"MIN CONCRETE COLLAR MP�NR {9y `�1� ALL PAVEMENT MARKINGS SHALL MEET MUTCD STANDARDS AND SPECIFICATIONS. z / / /- /\ 1 24"MAX * \ PAVEMENT SECTION NOTES: \\ \\ 1 - :..4 a t t i t u c k e�,Suff6l A,,e: N.T.S. 1. ACCESSIBLE PARKING SIGN SHALL CONFORM WITH CURRENT FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS. TYPICAL PAINTED STANDARD AND ACCESSIBLE STRIPING AREA DETAIL co /�/� I I \� `° '.' "`` - 2. VAN ACCESSIBLE SIGN SHALL CONFORM WITH CURRENT FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS. N.T.S. /\ �OST INSTALLED IN 6"DIAMETER 7" view Su"01v 3. MINIMUM SIGN MOUNTING HEIGHT SHALL BE 60"MEASURED FROM BOTTOM OF LOWEST SIGN TO THE PARKING FLOOR. \\ I I �/� CONCRETE SONOTUBE,3' ATE f c m ACCESSIBLE RESERVED PARKING, VAN ACCESSIBLE & / \ MINIMUM EMBEDMENT DEPTH 12" \ 8"WALL 48"0 NO PARKING ANYTIME SIGN DETAILS 12" SIGN AND POST NOTES: VICINITY MAP N.T.S. 1. WALL OR FENCE MOUNTED SIGNS SHALL BE 14 GAUGE ALUMINUM(0.06",60 w ' MIL)THICKNESS. OTHER SIGNS SHALL BE MINIAIUNI 14 GAUGE THICKNESS, STEPS AT 12"O.C. 1"=1:000' 2. MINIMUM OF 10 GAUGE ALUMINUM(0.10",100 MIL)THICKNESS FOR SIGNS > GREATER THAN 2 SQUARE FEET IN AREA. PROJECT DATA 1 1/2" 3. SIGNS TO BE MOUNTED ON THE SAME POST ARE CALLED OUT IN ORDER FROM TOP TO BOTTOM. '' APPLICANT.................................. DR.MIICHAEL KAMPOURAKIS 6'0 STEEL PIPE FILLED WIT 14695 MAIN ROAD CONCRETE AND PAINTED YELL0IN SIGN AND POST 12"SUMP MIN. MATTITUCK,NY 11952 6"4,000 PSI AIR ENTRAINED N.T.S. .., :.; OWNER................................ NANK HOLDINGS LLC r 6"NYSDOT-TYPE 2 SUB-BASE CONCRETE WITH 6xfi-�V'IOxW10 WELDED WIRE FABRIC . ••• 14695 MAIN ROAD MATTITUCK,NY 11952 • .. a BLUE :.. SQUARE TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 8,Lot 5 N z +: SECTION SITE AREA.................................. 21,051.73 SF(0.48 Acres) • f v •:'•'r, o CONCRETE CUR WALL DETAIL NOTES CURRENT ZONING..................... RO ,Q '' /\/\/\/ /\/\ I PROPOSED ZONING.................. NO CHANGE \\/\\/\\/ COMPACTEDSUBGRADEy\\\\/\\\ \\/\\/ "•� 4% "0 PRECAST CONCRETE CATCH B SINI AN GLE DETAIL /\ \/.\�/\�/\//\�/\�/\�/\�/.\�/\�/ /\�/\� 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS,AND COORDINATE WITH ALL CONTRACT DRAWINGS,PROJECT SEALANT SHOP DRAWINGS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. IF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND DESIGN N.T.S. CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) _ PLANS ARISE,THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. PROPOSED USE......................... NO CHANGE CONCRETE SLAB DETAIL 12"� ' '- 24 GRADE GRADE 2. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES,STRUCTURES,BUILDINGS,AND UTILITY LINES FROM ALL DAMAGE. EXISTING FOOTPRINT............... 1,795.64 SF(INCLUDING GARAGE) N.T.S. (h41N) :y EAVY DUTY GRAY IRON(CL35)DRAINAGE STRUCTURE SETS BY EJ EXISTING GROSS LOCATE AT EDGE OF PARKING SPACE 3. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. EL No.:V3600 3 RG V3600 CV UND FLOOR AREA................................ 2' ROUND GRATE SET MOD 150 SF ROUND COVER SET MODEL No.:V1600-3 RG REV/CPH2 CV UND ACCESSIBLE SYMBOL4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE PROTECTION OF ALL EXCAVATION SLOPES,WHERE NECESSARY,SHEETING CONCRETE CHIMNEY OR OR APPROVED EQUALS `' '' ' ':�'• :<";;`'--------NATURAL SOILS OR AND SHORING OF EXCAVATION SHALL BE PROVIDED WITH ALL REQUIRED TIE BACKS AND BRACING. METHODS EMPLOYED IN ALL BRICK ADJUSTMENT FOR PARKING SPACE ',` •'. %;' . COMPACTED FILL.ALL FILL SHEETING AND SHORING SHALL BE DESIGNED BY THE CONTRACTOR'S PROFESSIONAL ENGINEER LICENSED IN NEW YORK STATE. PROJECT SCOPE 6"0 STANDARD STEEL PIPE r, z *' SHALL BE COMPACTED TO 95°a FINISHED GRADE N.T.S. FILLED WITH CONCRETE ti_t,'•. • :' . .' MAXIMUM MODIFIED DRY 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING INSPECTIONS ACCORDING TO GOVERNING BUILDING CODES. EXPANSION INTO REAR YARD FOR 10 ADDITIONAL PARKING STALLS •' DENSITY PER ASTM D1557 ? "CONCRETE TOP TO SUPPORT H-20 INCLUDING NEW SITE DRAINAGE,LANDSCAPING AND LIGHTING. AUGERED OR FORMED CAST-IN-PLACE •�: :':� PLACED IN 12"LOOSE LIFTS 6. IF CONDITIONS IN THE FIELD ARE DIFFERENT THAN THOSE INDICATED ON THE CONTRACT DOCUMENTS OR DESIGN CALCULATIONS,THE �24• � � CONCRETE PIER FOUNDATION.4,000 •''' ENGINEER SHALL BE NOTIFIED IMMEDIATELY. o VEHICULAR LOADING,4000 PSI AT 28 DAYS 12"E7 CPP @ 1.00%MIN. PSI AIR-ENTRAINED CONCRETE " ''' •' 7. NO REVISIONS,ALTERNATES,OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BOARD ON BOARD CEDAR 3"GRANULAR BASE ?'• M FROM THE ENGINEER AND OWNER. ® ® ® ® ® ® ' ALL WALL SECTIONS&TOPS SHALL • . ® ® ® ® ® ® BE SET IN A BED OF MORTAR SIDING,SOLID STAIN 1:; ; % ;-`z I\ 8. STRUCTURAL CONCRETE AND CONCRETING PRACTICES SHALL CONFORM WITH ACI-318,"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE." DETAILS SHALL BE IN ACCORDANCE WITH ACI-315,"MANUAL OF STANDARD PRACTICE: DETAILS AND BACKFILL UNDER,AROUND AND TOP OF DRYWELL DETAILING OF CONCRETE REINFORCEMENT." FORMWORK SHALL CONFORM WITH ACI-347,"GUIDE TO FORMWORK FOR CONCRETE," WITH CLEAN GRANULAR GRAVEL AND SAND ® ® ® ® ® RAINAGE RINGS SHALL BE WRAPPED BOLLARD DETAIL UNLESS OTHERWISE NOTED ON THE CONTRACT DOCUMENTS. WITH 60Z.MIN.GEOTEXTILE FILTER FABRIC N.T.S. 9. CONCRETE SHALL BE NORMAL WEIGHT STONE AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. ALL REAR ELEVAT!ON DESIGN MIXES SHALL BE PROPORTIONED IN ACCORDANCE TO SECTION 5.3,"PROPORTIONING ON THE BASIS OF FIELD EXPERIENCE i 10'-0" AND/OR TRIAL MIXTURES"OF ACI-318. ®<® ® ® ® I`3 6 04/28(2022 AP REV.PER PLANNING BOARD COMMENTS ®�® 10. CONCRETE SHALL HAVE A SLUMP NO GREATER THAN 4"TO WITHIN A TOLERANCE OF 1". ®N® ® ® ® I=�I ® \ 5 03/30/2022 AP UPDATE LIGHTING � , ° r) BOARD ON BOARD CEDAR I ° 'a• ;:. . +.. 11. EXPOSED CONCRETE SHALL BE AIR ENTRAINED,6%(WITHIN 1%TOLERANCE),CONFORMING TO ASTM C 260. / ® ® ® ® ® Iw=j Its \ 4 03/09/2022 PD REV.PER TOWN COMMENTS SIDING,SOLID STAIN °•+: ,•.'p' a•.; ... s' e! : 'e ® ® ® ® > \ •. 12. CONCRETE SHALL BE CONSOLIDATED IN PLACE USING AN INTERNAL VIBRATOR. ® Ic~i� ® �� 3 09101/2021 PD SUBMISSION TO PLANNING DEPARTMENT ti .4..-:.PITCH SLAB o L� TO DOORS ' 13. REINFORCING STEEL BARS SHALL BE BILLET STEEL CONFORMING TO ASTM A 615,GRADE 60. ALL REINFORCEMENT SHALL BE SECURELY cn ® ® ® ® ® u' ® \ 0 2 05/16/2021 PD REVISED SITE LAYOUT ` ° HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED,ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR � °.• '••° ....- °:t�•"! •° '•°•.•:•.°a•, TO FURNISH SUPPORT FOR ALL BARS. BAR SUPPORTS IN CONTACT WITH EXPOSED SURFACES SHALL BE PLASTIC TIPPED. ALL / ® ® ® ® ® ® \\�\ � 1 02/20/2020 LC REVISED PARKING LAYOUT SIDE ELEVATION GATE FRAME 2.25"x2.25"x1/4" o • ACCESSORIES SHALL BE GALVANIZED. w `� STL.ANGLE WI DIAG.BRACING °+' `°. ,�: . :' LU NO. DATE BY DESCRIPTION FROM ALL CORNERS •° 14. ALL SPLICES OF REINFORCING BARS NOT INDICATED ARE TO BE LTS AS PER THE REINFORCING SPLICE SCHEDULE OR 40 BAR i DIAMETERS. DISCONTINUOUS ENDS OF CONTINUOUS BARS SHALL BE STANDARD HOOKS. ® ® ® �---il ® ® REVISIONS WOODEN FENCE I I I I •: . ENCLOSURE ` :a ' ' •;.: : ;; 15. CONCRETE FOOTING SHALL CURE FOR A MINIMUM OF 3-DAYS PRIOR TO THE INSTALLATION OF THE HIGH CURB WALL. I HEAVY DUTY GATE I ( GEDAR SIDING I a': HARDWARE,TYP. - � .� ,. .: a. 16. WALL SHALL NOT BE BACKFILLED UNTIL CONCRETE HAS ATTAINED 28 DAY STRENGTH. %.1 �cl I I I�� ( a4. a ' GROUNDWATER o ? , H.D.CANE BOLT W7 I I I .4 17. N 15 FT.JOINTS SHALL BE 4• 4 MIN EXPANSION JOINT THROUGH THE ENTIRE WALL SHALL BE PROVIDED AT EQUAL DISTANCES OF NOT MORE THAN `4 " HANGER,TYP. FILLED WITH PREFORMED EXPANSION JOINT FILLER,112"THICK.THE JOINT SHALL BE RECESSED 114"FROM THE TOP AND ALL EXPOSED °•' WALL FACES CAULKING SHALL BE PROVIDED ABOVE EXPANSION LUSH WITH TOP AND ALL EXPOSED WALL FACES a '. A RI.RG JOINT,F '- "MIN PENETRATION INTO I STRATA OF SAND AND GRAVEL FRONT ELEVATION °' m 4 �,.... •°.• i • .. - ;?;. !°:'•. ° : ..• : � ,. .' '. : •'�" NOTES: TRASH ENCLOSURE ELEVATIONS TREATE < ' " ONCRETE PAD 1. LEACHING POOLS SHALL BE PRECAST CONCRETE CEMENT STRUCTURES AS MANUFACTURED BY SUFFOLK PRECAST INC. ClVIL %%%y / PY %IF_ 1o' , OR EQUIVALENT.SHOP DRAWINGS SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL S 5 BLUE POINT NT IDA� CEDAR BOARD FINISHED GHgO 2. ALL CONCRETE CEMENT USED IN THE MANUFACTURING OF PRECAST STRUCTURES SHALL DEVELOP A MINIMUMs UNIT B N.T.S. GATES (Mq 1/4"RADIUS 1-112"RADIUS PLAN. X33jSt0 E COMPRESSIVE STRENGTH OF 4000 P.S.I.IN 28 DAYS. H L.TSVILLE NEW Y®RK 11 ?42 N.T.S p6l 3. SHOP DRAWINGS OF PRECAST MANHOLES&CATCH BASINS MUST BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL. 4. REQUESTS FOR DEVIATIONS FROM STANDARD DRAINAGE INSTALLATIONS SHOWN MUST BE MADE IN WRITING&MUST [5 31, 9 61-05 Q 6 INCLUDE DRAINAGE CALCULATIONS. www.KeyC!vilEngineering.com 2 TYP 5. ALL DRAINAGE STRUCTURES SHALL BE PLACED IN ACCEPTABLE LEACHING SOILS AS APPROVED BY THE TOWN ENGINEER. IN THE EVENT POOR LEACHING MATERIALS IS ENCOUNTERED,EXCAVATION IS TO BE CONTINUED TO SUITABLE MATERIAL& PROJECT NAME BACK FILLED AS DETAILED. \-COMPACTED BACKFILL z ON-SITE DR ELL DETAIL BOARD ON BOARD CEDAR SIDING, \ AKfX IV SOLID STAIN `D Z_? N.T.S. it M d = _ FINISHED 1/4"RADIO 1-1/2"RADIUS No.4 REBAR CONTINUOUS EXCEPT � � EXISTING DENTIST OFFICE (AA,,33%SLOPES 8" THROUGH EXPANSION JOINTS AT '� \ �\ TOP OF CURB o\� iIrn 14695 MAIN ROAD, MATTITUCK, NY 11952 �� -� ;n TOWN SOUTHOLD, COUNTY OF SUFFOLK M VARIES(6"MIN.TO 18"MAX) r✓ � CONTINUOUS 2x8 \�\ \�� 1/4"RADIUS :• =' SEE GRADING,DRAINAGE, 4 � a! DIST.:1000 \ &UTILITY PLAN 6„ EXPANSION JOINT FILLER WHERE �I .- t-i SECT.: 114, BLOCK: 8, LOT: 5, ZONE RO BUMPER BOARD 112"RADIUS o 0 0 DRAWING TITLE CURB IS ADJACENT TO SIDEWALK. No.3 REBAR CONTINUOU _N ? EXCEPT THROUGH lIII, pp,lt ilr b EXPANSION JOINTS -t' FINISHED GRADE FINISHED GRADE PAVEMENT 3 ' SITE DETAILS ASPHALT PAVEMENT REFER TO �`° 03 6"DIA.BOLLARD.TYP. E Q ( - - FINISH GRADE 1"BELOW TOP OF (SEE DETAIL THIS SHEET) �OMPACTED BACKFILL ASPHALT PAVEMENT(REFER TO GRADING&DRAINAGE PLAN FOR / \ \ \ \ 4 GRADING&DRAINAGE PLAN FOR LOCATIONS) CURB IN ALL LAWN AREAS.FLUSH \ CONCRETE 4000 PSI AT 28 DAY 4 ° \/\\�\\� IN ALL SIDEWALK AREAS, DATE: O6/16/2021 LOCATIONS) "PAIN COMPACTED 3/4"CLEAN / /�� / WASHED STONE OR APPROVED #5PJ BAR CONTINUOUS No.3 REBAR AT 41 //\\ /\/�, "MIN COMPACTED 3/4"CLEAN EQUAL ; BETWEEN JOINTS 12"ON CENTER \/ \\\ WASHED STONE OR APPROVED No.4 REBAR AT 12"ON CENTER d /\\/\\\\ SCALE: AS NOTED F j pz 4 EQUAL A <a' GRADE \/ d Z ; '.' PROJECT NUMBER: 19195 �/ / '•<) e e d ° CONCRETE 400 \ � y" __-_I CONCRETE 4000 PSI AT 28 DAYS .4 PSI AT 28 DAYS d OMPACTED BACKFILLA No.4 REBAR CONTINUOUS EXCEPT DRAWING BY: PD THROUGH EXPANSION JOINTS \,COMPACTED BACKFILL AT 12"ON CENTER CONCRETE CURB NOTES: CHECKED BY: JP / 1. CONCRETE SHALL BE A MONOLITHIC POUR,MUST USE FORMS FRONT AND REAR. \\ �° //��\\�/ I ( ( I /\�/\\\y/\\j/ No.3 REBAR CONTINUOU a ca / / / \//\ 1 0 \//\� �, 3. AH2. ONCRETE Y EXCAVATO CURE 14 ION BELOWAYS DES DEN.SIRED GRAORE DE DUOEDWAY PAVING CAN BEGIN. TO OVER EXCAVATION OR WET SOIL CONDITIONS SHALL BE BACIFILLED APPROVED BY: JP m %\ I /\\/ \ EXCEPT THROUGH EXPANSION JOINTS 3 REBAR AT 12 ON CENTER 2 x 3 KEY ✓ \, I I a a WITH 314"CLEAN CRUSHED STONE. C 6x6 TREATED FENCE POST I I 4. EXPANSION JOINTS TO BE 5'MIN.,15'MAX. SEAL He SIGNATURE: ALTERAT ION OR ADDITION TOTHIS DOCUMENT EXCEPT BY A LICENSED 5. EXPANSION JOINTS SHALL BE PROVIDED AT EQUAL DISTANCES OF NOT MORE THAN 15, AND AT ALL STORM SEWER PROFESSIONAL ENGINEER IS A ® INLETS. JOINTS SHALL BE FILLED WITH PREFORMED EXPANSION JOINT FILLER, 112' THICK. THE JOINT SHALL BE OF N(_ VIOLATION OF SECTION 72C9, 4'4'INTO 12"000NC.PIER � � � 2"CLEAR(TYP) 3"(TYP) SUB-DIVISION 2,OF THE NEW YORK RECESSED 1/4"FROM THE TOP AND FRONT OF THE CONCRETE CURB.CAULKING SHALL BE PROVIDED ABOVE EXPANSION Y STATE EDUCATION LAW. EXPOSE POST END L L J '/ / �P' R.PE O F_ \� /. /\�\,�\ //i /i .K .\/\/ ,v\ JOINT,FLUSH WITH TOP OF CURB. G� Rq,LT 'Q� 2'-6"MIN 6. PAVEMENT REPAIR TO BE PROVIDED AS NEEDED FOR CURB REPLACEMENT. G PROVIDE MIN.8"DRAINABLE �--� PLACE ON UNDISTURBED SOIL �. <y DRAWING No: PLACE ON UNDISTURBED SOIL 7. THE TOP OF CURB(AT THE OUTSIDE OR NON-EXPOSED FACE)AND THE FLOW LINE OF CONCRETE GUTTER SHALL NOT o; MATERIAL AT EXPOSED POST END VARY MORE THAN 0.01 FT.FROM A 10 FT.STRAIGHT EDGE PLACED LONGITUDINALLY ALONG THE CURB OR AT THE FLOW CONCRETE CURB WALL DETAIL (TYPE I) LINE OF THE GUTTER, n N L E LE w TRASH ENCLOSURE SECTION FOR GRADE DIFFERENCES OF 6" TO V-6" MAX CONCRETE CURB ALL DETAIL (TYPE II) 8. THE FACE OF CURB SHALL NOT VARY MORE THAN 0.03 FT. FROM A 10 FT. STRAIGHT EDGE PLACED LONGITUDINALLY m N.T.S. FOR GRADE DIFFERENCES OF 'I -6 TO 3 -0 M ALONG THE FLOW LINE. cP - • N.T.S. 9. THE ELEVATION OF THE TOP OF CURB OR FLOW LINE OF GUTTER SHALL NOT VARY MORE THAN 0.02 FT.FROM THE TRUE ", , C-6 N.T.S. 63g, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF ELEVATION LAID OUT!N THE FIELD BY THE ENGINEER. �' RECORD FOR REVIEW PRIOR TO INSTALLATION OF CONCRETE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF TRASH ENCLOSURE DETAILS CURB WALL FOR GRADE DIFFERENCES OF 6"TO V-6" RECORD FOR REVIEW PRIOR TO INSTALLATION OF CONCRETE CONCRETE CURB CURB WALL FOR GRADE DIFFERENCES OF V-6"TO 3'-0" N.T.S. N.T.S. JACI PERANTEAU, P.E. PAGE No: NEW RK STATE PROFESSIONAL ENGINEER J083937 6 OF 6 YAKey Owui Pre 6cts\2019\19195_f lancini_14695 Main Road_Matbtuck\Drawings1,Key CIw1119195_2022.04.28_SPP6.dwg GENERAL SITE NOTES / cam 1. UNSUITABLE MATERIAL,CONSTRUCTION DEBRIS,EXCESS SOILS,ETC.SHALL BE PROPERLY REMOVED AND DISPOSED OF BU L ZONING TABLE OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND LAWS. ZONING DISTRICT:RO 2. THE CONTRACTOR IS RESPONSIBLE TO TAKE EROSION CONTROL MEASURES NECESSARY IN ACCORDANCE WITH NYS ITEM SECTION PERMITTED/REQUIRED PROPOSED STANDARDS AND SPECIFICATIONS FOR EROSION&SEDIMENT CONTROL TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT ROADWAYS AND PROPERTIES. �b 48 IS MINIMUM LOT AREA 280 ATTACHMENT 3 40,000 SF 21,051.73 SF(0.48 ACRES) 3. ALL ON-SITE CONCRETE SHALL BE IN CONFORMANCE WITH ACI PROVISIONS. ALL CURBING SHALL BE CONCRETE UNLESS � OTHERWISE �- NOTED. ma I uck-Cutchog I j MINIMUM LOT WIDTH 150' 89.16' [E] 4. RELOCATION AND/OR REMOVAL OF EXISTING UTILITY POLES, TRAFFIC SIGNS, ETC., SHALL BE COORDINATED BY THE JI""S! Nlk SCh I TAX LOT 7 MINIMUM LOT DEPTH 175' 216.28' CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFYING THEIR PRESENCE. •� � N m o MINIMUM FRONT YARD 50' 48.6' [E] 5. CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE FREE LAND N/F JOHN LOPER Z 0 ) FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL DETERMINE ryc' PLAS. o ) MINIMUM SIDE YARD 15' 21.1' EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUTTING IN ORDER TO PERFORM THE WORKSCOPE DEPICTED ON ,r SHED I'' THE PLANS. TWO FT MINIMUM FROM CURBS, PADS, WALKS, AND WALLS TO PERMIT PROPER COMPACTION OF THE BOTH SIDE YARDS MIN. 35' 49.7' REPLACED SURFACES. Our,La y of Good Marratoo a N74007'30"E 89.16' MINIMUM REAR YARD 50, 137.7' �!✓*aunsel Church Pone` 6' STOCKADE FEN. ®- ®® ®r 6. REMOVAL INCLUDES, BUT IS NOT LIMITED TO, CURBING, PAVEMENT, UNSUITABLE MATERIALS, AND UNDERGROUND MINIMUM LIVABLE PIPING. QUESTIONABLE ITEMS ENCOUNTERED ABOVE AND/OR BELOW GRADE SHALL BE BROUGHT TO THE ATTENTION �'Cn 850SF NIA ( ) FLOOR AREA Q`N OPT 6' STOCKADE FEN. � OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE. MP�NR o MAXIMUM LOT 20% 10.2 r 7. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO EXISTING t ]. U C IC Suffolk�dS'""?"" R.R.T. WALL o COVERAGE 21,051.73 SF x 0.2=4,210.35 SF 2,150 SF 121,051.73 SF=0.102 FOUNDATIONS AND OTHER STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE >1gW Ix , f m APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF EXPOSED AND/OR BELOW GRADE PROPOSED TRASH ENCLOSURE (22 ) ' f^� ' MAXIMUM BUILDING FOUNDATIONS/WALLS/SIDEWALKS AND PAVEMENT TO REMAIN,AND SHALL PROVIDE A SAFE WORK AREA. ANY DAMAGE NBA SU4 l �Tf 35' <35'{COMPLIES) ON CONCRETE PAD.TRASH TO a�+ a z,, HEIGHT OR DISTURBANCE DUE TO SUBJECT WORKSCOPE SHALL BE REPAIRED TO LIKE-KIND CONDITIONS AT THE M BE PICKED UP BEFORE OR rn MAXIMUM NUMBER OF , CONTRACTOR'S EXPENSE. S{ AFTER BUSINESS HOURS. Ln 1 - 3 02 2 2 2 . ,•_ STORIES o `f 11.8' 8. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC pURING RS' REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL,ACCESS, AND SAFETY PROVISIONS WITHIN THE R.O.W. AND ACCESS VICINITY MAP Wig'-:-I.'.',,'.RS' . . [PERMITTED USE §280-38.A.(3)(d) PROFESSIONAL OFFICES PROFESSIONAL OFFICE(DENTIST) ASPHALT s TAX LOT 3 ROUTES(E.G.ACCESSIBLE RAMPS,PEDESTRIAN CROSSWALKS,SIDEWALKS,PAVEMENT STRIPING,ETC.)SHALL BE THE 1"=1,000' _n CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL DETERMINE APPROPRIATENESS OF REMOVAL ACTIVITIES ' DRIVEWAY ' AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND SAFETY OF THE PUBLIC UNTIL PERMANENT ? r COMPONENTS/REPLACEMENTS CAN BE INSTALLED. PROJECT DATA -•- 19'. m EXISTING LIGHTPOLES TO BE APPLICANT.................................. DR.MICHAEL KAMPOURAKIS 9' 30' 9. IF SHORING AT A DEPTH GREATER THAN 5'IS REQUIRED TO ACCOMMODATE CONSTRUCTION ACTIVITIES, IT SHALL BE REMOVED(TYP.IN WORK AREA) 14695 MAIN ROAD z CONIC. THE CONTRACTOR'S RESPONSIBILITY TO RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN THE REQUIRED PROPOSED o SHEETING AND SHORING DETAILS.SHEETING SHALL BE IN CONFORMANCE WITH OSHA REQUIREMENTS. MATTITUCK,NY 11952 . . . . o PROPOSED N 0 . ASPHALT PARKING CALCULATIONS -4 PAVEMENT CONCRETE CURB OWNER....................................... NANK HOLDINGS LLC w . . . 1 . , , , , . m ITEM SECTION PERMITTEDIREQUIRED 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION,SIZE,TYPE,AND DEPTH OF UTILITIES, 14695 MAIN ROAD o (TYP•) PROPOSED PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY WORK.THE CONTRACTOR MUST CONTACT THE APPROPRIATE MATTITUCK,NY 11952 ? EXISTING GARAGE WITH(2) 5 SPACES PER PHYSICIAN OR DENTIST LOCAL"ONE CALL"SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD 16 PAVED STALLS r PARKING STALLS TO REMAIN(TYP.) 1 DENTIST=5 MINIMUM STALLS PRIOR TO ANY WORK AT THE SITE.ANY DISCREPANCIES BETWEEN THE FIELD LOCATIONS AND THE PLANS SHALL BE TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 8,Lot 5 MINIMUM NUMBER OF §280-78. 2 GARAGE STALLS w -ti 1 DENTAL HYGIENIST=5 MINIMUM STALLS REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY. THE CONTRACTOR IS ADVISED THAT UTILITY INFORMATION SITE AREA.................................. 21,051.73 SF(0.4$Acres) A. 18 TOTAL STALLS PARKING STALLS co _ • SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS,ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND (INCLUDES 1 ACCESSIBLE STALL) CURRENT ZONING..................... RO EXISTING DRAINAGE ` TOTAL=10 STALLS REQUIRED ACCESSIBLE IN THE FIELD,AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED STRUCTURE TO BE ° Q . , _ ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY PROPOSED ZONING.................. NO CHANGE 5' C�'F §280-78.C. 22 REDUCED T01 FOR SIXTY DEGREE 30, TRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES MINIMUM AISLE ( 6' REMOVED " . ANGLES PARKING) DISTURBED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) BETWEEN ROWS COMPANIES PRIOR TO REMOVAL ACTIVITIES THE CON O 12.9'--� EXISTING WOODEN PROPOSED USE......................... NO CHANGE WALL TO BE REMOVED , R ' 20.3' TAX LOT 4 MINIMUM STALL SIZE §280-78.C. 9'x 19' 9'x 19' 11. THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL OF EXISTING FOOTPRINT............... 1,795.64 SF(INCLUDING GARAGE) STRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, FROZEN PROPOSED ADA SIGN ao GARAGE a, AT LEAST ONE 15'LANE FOR PARKING AREAS MATERIALS,ROOTS AND OTHER ORGANIC MATTER. STONES USED SHALL NOT BE LARGER THAN 6 INCHES IN DIMENSION. EXISTING GROSS 2,150 SF G.FL 15.23:° LAND N F JAMES HINSCH MINIMUM STREET (TYP.) o; / §280 78.D. WITH 4 TO 20 SPACES. TWO LANES,MINIMUM 10.6 FT PRIOR TO PLACEMENT OF FILL MATERIALS,UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE THAT AREAS TO FLOOR AREA................................ ❑ ACCESS WIDTH TWO 10'LANES FOR 20 SPACES OR MORE. BE FILLED ARE FREE OF STANDING WATER,FROST,FROZEN MATERIAL,TRASH AND DEBRIS. PLACE FILL MATERIALS IN PROPOSED NO 0.3 MINIMUM DRIVEWAY HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% " , . PARKING SIGN(TYP.) DISTANCE FROM §280-78.D. 50' 80, OPTIMUM DENSITY. GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. 3. . ,,G �, . .. ,`. , EXISTING 3'x 3' GENERATOR ON STREE7INTERSECTION REFER TO GEOTECHNICAL REPORT(IF PROVIDED)FOR FURTHER RECOMMENDATIONS. REFER TO GRADING PLAN FOR PROPOSED r CONCRETE PAD TO REMAIN PROPOSED SURFACE ELEVATIONS. PROJECT SCOPE ++ PROPOSED o„ 10 PROPOSED"DO NOT MAXIMUM DRIVEWAY BLUE STRIPING i "EXIT--*"SIG 2. ;b. o o EXPANSION INTO REAR YARD FOR 10 ADDITIONAL PARKING STALLS %. " ENTER"SIGN(TYP.OF 2) GRADE WITHIN 25'OF §280 78.D. 6/0 <6/0 12. UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, SHALL BE EMPTIED,CLEANED AND REMOVED FROM THE SITE IN %; INCLUDING NEW SITE DRAINAGE,LANDSCAPING AND LIGHTING. R26.6'.','. STREET LINE ACCORDANCE WITH FEDERAL,STATE,COUNTY,AND LOCAL REQUIREMENTS. . . . v PROPOSED NO PARKING SIGN(TYP.) , . . .' ` .. . . MAXIMUM DRIVEWAY ®.. . . .. . . 7.3'. PROPOSED WHITE GRADE §280-78'D• 10% <10% 13. PROPOSED TREE PROTECTION FENCE TO BE INSTALLED BEFORE THE START OF REMOVAL ACTIVITIES AND TO BE TAX LOT 6 �� • REMOVED AFTER CONSTRUCTION IS COMPLETE- ........,-•. . ^�'`. , R47.2' . , STRIPING(TYP.) AND N/F RONALD W. SCHWEIZER '" � " ' 14 NO PARKING SPACES & DOROTON J. W. SC ZER PROPOSED"DO NOT SHALL BE LOCATED IN 0 78 H. . THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES ENTER"SIGN(TYP.OF 2) RESIDENCE DISTRICT §28 MUST BE PERMITTED USE PROFESSIONAL OFFICE IS REGARDING MATERIALS AND INSTALLATION OF PROPOSED WORK,FOR OBTAINING THE REQUIRED PERMITS,SIGN OFFS, ') EXISTING { 15.6' EXISTING BMCO DOOR TO REMAIN UNLESS THE USE IS PERMITTED USE IN RO AND CONSTRUCTION INSPECTIONS,ACCORDING TO GOVERNING BUILDING CODES AND DISPOSAL OF ALL MATERIAL IN 21.1. ADA RAMP zo s PERMITTED IN SUCH ACCORDANCE WITH STATE AND LOCAL LAW. £XISTING (BLDG.) - 5 EXISTING A/C UNIT TO REMAIN RESIDENCE DISTRICT BEIG/AN 1za I 28.6' WHERE PARKING AREA OVER 5 SPACES ABUTS 15. SIDEWALKS,CURBS,OR OTHER EXISTING SITE APPURTENANCES DAMAGED BY CONSTRUCTION SHALL BE REPAIRED OR BLOCK CURB ,,I (BLDG.) OR IS WITHIN 15'OF SIDE OR REAR LOT LINE IN REPLACED IN KIND OR UNLESS NOTED OTHERWISE(UNO),WHETHER SPECIFIED ON THIS PLAN OR NOT,AT THE SOLE 2. EXISTING BELGIAN BLOCK RESIDENTIAL PARKING §280-78. ANY RESIDENCE DISTRICT,SAID PARKING SHALL EXISTING 6'HIGH STOCKADE COST OF THE CONTRACTOR. TO REMAIN 6.2' .10.7'. / CURB TO REMAIN FENCE&PROPOSED DENSE EXISTING DENTAL 2 STORY ' BUFFER K.(1) BE SCREENED FROM SUCH ADJOINING LOT BY PLANTINGS PROVIDED 16. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS. OFFICE TO #14695 EXISITING GENERATOR TO REMAIN SUBSTANTIAL WALL,FENCE,OR THICK HEDGE [ REMAIN f PROPOSED PAINTED APPROVED BY PLANNING BOARD.GEN.4'-8'HIGH 5 03/3012022 AP UPDATE LIGHTING 2,150 SF '61 DIRECTIONAL 17. SEQUENCE AND COORDINATION OF CONSTRUCTION IS SOLELY THE CONTRACTOR'S RESPONSIBILITY. F.F. 16.87 , . .. ARROWS{TYP.OF 4} WITH FLOOR AREA OF 5,000 SF TO 25,000 SF, 1 4 03/09/2022 PD REV.PER TOWN COMMENTS OFF-STREET LOADING §280-79 ONE BERTH. 18. ANY UTILITIES INCLUDING POLES REQUIRED TO BE RELOCATED DUE TO THE INSTALLATION OF THE REQUIRED 1 STORY EN/EXT PROPOSED FOR PROFESSIONAL A 2 NO BERTH PROVIDED IMPROVEMENTS SHALL BE RELOCATED AT THE EXPENSE OF THE CONTRACTOR. 3 09/01/2021 PD SUBMISSION TO PLANNING DEPARTMENT Y CONCRETE CURB ESTABLISHMENT O BUILDING IS LESS THAN 5,000,THEREFORE NO �' (TYP.) BERTH I5 REQUIRED 19. ALL TRAFFIC ROAD MARKINGS,ROAD SIGNS,AND LIGHT SIGNALS THAT MAY HAVE BEEN MOVED OR DAMAGED IN THE 2 06l16/2021 PD REVISED SITE LAYOUT PROCES OF N SHALL E RESTORED AT THE XISTING CURB TO CHARACTERISTICS RISTIICS THAT EIXISTED BEFORE CONSTRUCTION BEGAN.NT E APPLICANTSE O AT LEAST THE SAME QUALITY SHALL BE FURTHER ESPO SIIAND 'BLE 1 02/20/2020 LC REVISED PARKING LAYOUT 2015 IBC TO INSURE THAT,IN THE ROADWAYS ADJACENT TO THE CONSTRUCTION SITE,THESE MARKINGS,SIGNS AND SIGNALS, SLATE MINIMUM NUMBER OF 1 TO 25 TOTAL SPACES PROVIDED IN PARKING NO. DATEFBY DESCRIPTION REMAIN TYP. ACCESSIBLE STALLS TABLE FACILITIES MINIMUM 1 STALL 1 ACCESSIBLE STALL PROVIDED ARE MAINTAINED DURING THE ENTIRE PERIOD OF CONSTRUCTION.IF REPLACEMENT OR UPGRADE IS REQUIRED,SAME 1106.1 MUST BE APPROVED BY THE TOWN OF SOUTHOLD ENGINEERING DEPARTMENT. REVISIONS EXISITING"EXIT ONLY DO NOT 20. ALL ACCESSIBLE PARKING, CURB RAMPS,AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE EXISTING SIGNAGE m n �\ ENTER"SIGN TO BE REMOVED [E] EXISTING NON-CONFORMITY REQUIREMENTS OF THE IBC 2015 CODE CHAPTER 11-ACCESSIBILTY ADOPTED BY NEW YORK STATE,THE 2016 UNIFORM AREA TO REMAAN CODE SUPPLEMENT,AND ICCIANSI Al17.1-2009. ;'. Igg ns �O g PROPOSED 21. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED s r� f "ENTER"SIGN(TYP.) WITH THE PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES,IT IS THE CONTRACTOR'S EXISTING SHRUB RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY TO REMAIN \ THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH Sy' --10.8' WEO .o 26 PROPOSED STREET TREE(WIRE LEGEND LOCAL REGULATIONS AND CODE. CIVIL 0774 �' b ° FRIENDLY).SEE LANDSCAPE EXISTING ITEM PROPOSED 22. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST O.S.H.A.STANDARDS AND REGULATIONS, EXISITNG"ENTER"SIGN ® _ PLAN SHEET C-3. OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS B B 4 L.UE POINT ROAD, UNIT B TO BE RELOCATED ! RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE 2 ® ; ° 91�� +��. PROPERTY LINE CRITERIA OF O.S.H.A. AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING HOLTSVILLE, NEW YORK 1174� PROPOSED"STOP"&"DO NOT ""' - ' C°WP J`'I ENTER'SIGNS(TYP.OF2) �.17 CONv p PROCEDURES. www.K yC!vi gl®E®�g.com 0 PSP4P0`( o AO,�� BUILDING 23. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEAN-OUT TOPS SHALL BE ADJUSTED, IF WP S5 �� REQUIRED,TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. PROJECT NAME ' c P Pv�MEN� 24. IN CASE OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS,IMMEDIATELY NOTIFY THE PROJECT ENGINEER IN EDGE OF , () AD CONCRETE CURB --- - --- WRITING OF ANY CONFLICTS. ' PROPOSED"DO NOT 25. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL LOT EAKPAN SION FOR ENTER"SIGN(TYP.) SOURCES AND DISPOSAL FACILITIES.CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO PROJECT ENGINEER AND MAIOV E CURB WALL �-�-�-��--�---------�--- OWNER PRIOR TO INITIATING WORK. . R EXISTING DENTIST OFFICE N S 26. CONTRACTOR SHALL DOCUMENT,WITH PHOTOS,CRITICAL STAGES OF CONSTRUCTION AND PROVIDE TO ENGINEER OF � �� 2 PARKING COUNT ] RECORD AT END OF CONSTRUCTION. 14695 MAIN ROAD, MATTITUCK, NY 11952 (6 6 0 TOWN SOUTHOLD, COUNTY OF SUFFOLK 27. THE CONTRACTOR SHALL PERFORM THE WORK AS SHOWN ON THE PLANS AND SPECIFIED HEREIN,THE PLANS SHOW DISTA000, SECT.: 114, BLOCK: 8, LOT: 5,ZONE RO THE GENERAL SCOPE OF THE WORK AND DO NOT NECESSARILY SHOW ALL DETAILS REQUIRED FOR COMPLETE FINISHED ADA STALL ` WORKING SYSTEMS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIALS AND LABOR AS DRAWING TITLE NECESSARY FOR THE CONSTRUCTION OF COMPLETE WORKING SYSTEMS. DRAINAGE INLET 0 28. ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE(NEC). 29. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY OR PROTECTED WITH TEMPORARY FENCING SITE PLAN IN COMPLIANCE WITH OSHA REQUIREMENTS. MANHOLE DATE: 06/16/2021 REFERENCES SAWCUT LINE ------- THESE PLANS REFERENCE: SCALE: 1" =20' NOTE:AS PER PLANNING BOARD CONDITION, IN DOOR LOCATION PREPARED BOUNDARY SURVEY ADDITION TO LANDSCAPE PLANTINGS AS PER THE PROJECT NUMBER: 19195 ENIEXT Gp SCALICE LAND SURVEYING P.C. APPROVED SITE PLAN,FENCING ALONG THE EAST, 99-105 WEST HOFFMAN AVENUE WEST AND NORTH REAR YARD PROPERTY LINES DRAWING BY: PD LINDENHURST,NY 11757 SHALL BE MAINTAINED IN ORDER TO MAINTAIN GRAPHIC SCALE i DATED:01/29/2019 SUFFICIENT SCREENING OF PARKING AREA. CHECKED BY: JP STREET TREE 0 SITE VISIT FOR TOPO BY: APPROVED BY: JP 20 0 l0 20 ao 80 KEY CIVIL ENGINEERING p ON04/13/2021 SEAL SL SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED ( IN FEET ) BUILDING ARCHITECTURAL LAYOUT PROFESSIONAL ENGINEER IS VIOLATION OF SECTION 7209, rQ� TELEPHONE POLE PREPARED BY: _RECEIVED_ �N SUB-DIVISION 2,OF THE NEW YORK 1 inch -- 20 ft. MANCINI MUI �,•\� ��/ STATE EDUCATION LAW. 222 SMITHIDTOWNNY COUNTRY ROAD,SUITE 314 APR 0 5 2022 L• ��.y�'R PE�11,1,� -°H- OVERHEAD WIRES clrr N� DRAWING No: DATED:2/1012020 Saute al Town �p RECORD SITE PLAN Planning Board 800 n Nov „�� LED AREA LIGHT Q ® APPROVED BY TOWN OF SOUTHOLD ON 2/1212001 - Ul `�� ,� L ' 9 ' w PREPARED BY DONALD FEILER,ARCHITECTsrB ° � �a 11725 MAIN ROAD Nil �� (�` MATTITUCK,NY 11952 BUILDING LIGHT (516)298 5453 .SiLr,al VICINITY MAP BACKGROUND DATA PROVIDED BY MAPS.GOOGLE.COM CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER ( J YN PERANTEAU, P.E. PAGE No: OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION. YORK SATE PROFESSIONAL ENGINEER #083937 1 OF 6 Y:1Key Civil\Projects12019419195._Mancini-.14695 Main Road._Maltiluck0rawingsWey Civi1119195,_2022.03.30._SPP5.dwg b { au GRADING & DRAINAGE NOTES 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. F 2. STORMWATER RUNOFF COEFFICIENTS PER TOWN OF SOUTHOLD: / " IS E a. ROOF=1.00 1-6 48b. PAVEMENT/IMPERVIOUS=1.00 00PROPOSED CURB WALL TYPE II(TYP.) TAX LOT 7 3. PROVIDE STORMWATER RUNOFF STORAGE FOR 2"RAINFALL PER TOWN OF SOUTHOLD REQUIREMENTS 0 ® `� IVlattituciC CutChog ; O O°o 0 'Jr'.Sr,High Sc h i LAND N/F JOHN LOPER I 4. DRYWELL DESIGN CAPACITY: 0 a. 8'DIAMETER=42.24 CFNF ® O PLAS. I rN b. 10'DIAMETER =68.42 CFNF 0 ,� t SHED c. 12'DIAMETER=100.88 CFNF I o 0 Qk� N74007'30"E 89.16' I TO /711 5. ALL PROPOSED DRAINAGE INTERCONNECTING PIPING SHALL BE SMOOTH WALL HDPE WITH A MINIMUM DIAMETER OF 12 { O ® <� - INCHES. 9` ®® ®� ee i TW 20.10 { ° s� ur,Lid b �~Ood tlllarl t(SC11C ':: n y Counsel Church ' 6. TOP OF EFFECTIVE DEPTH IN LEACHING STRUCTURES SHALL BE NO HIGHER THAN THE GRATE ELEVATION OF THE ,, t BW 17.50 - " y I LOWEST INLET IN THE IMMEDIATE SYSTEM m 7. GROUNDWATER WAS NOT OBSERVED FOR 12.3 FEET BELOW GRADE AS PER SITE PLAN PREPARED BY DONALD G.FEILER O °® �� p\N TC 17.75 ARCHITECT APPROVED BY TOWN ON FEBRUARY 12TH, 2001. AS PER USGS DEPTH TO GROUNDWATER VIEWER, 0 M ' PROPOSED CURB BC 17.25 WALL TYPE II(TYP.) ��1 " : _ I �, GROUNDWATER IS DETERMINED TO BE 14 FEET BELOW GRADE.FOR DESIGN PURPOSES, 12.3 FEET BELOW GRADE(EL. I o ` a t t l t u C IC ��Suff'6 k Ave TW 18.50 iv 1.85}WILL BE USED. 0 ® 0 ' '" PROPOSED CURB BW 17.35 8. ALL LANDINGS AND WALKWAYS SHALL HAVE A MINIMUM OF 1.0%CROSS SLOPE AWAY FROM THE BUILDING OR SLOPE 0 Piety Stlffotk A`de ATE WALL TYPE I(TYP.) -_ - - TOWARDS AN INLET/LOW SPOT. TC 17.80 17.10 "` TC 17.25 v o=NQ WITH r r S BC 16.75 OMCE TO TAX LOT 3 9. CONTRACTOR SHALL CLEAN ALL EXISTINGIPROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES AT THE i BC 17.25 END OF CONSTRUCTION. F',SF RIM±16.95 TC 17.50 ' 'I 1 STMY rvhx VICINITY MAP EXISTING 8'0 LEACHING GALLEYS TO REMAIN. BC 17.00 10. ALL ACCESSIBLE PARKING, CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE 'I ,_.._®,- 1"=1,000' CONTRACTOR TO MODIFY STRUCTURES AND RIM±16.42 REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11-ACCESSIBILTY AND ICC/ANSI Al17.1-2017.ACCESSIBLE )� COVERS TO BE FLUSH WITH PROPOSED STALLS SHALL HAVE NO SLOPE GREATER THAN 2.0% IN ANY DIRECTION AND THE PROPOSED SIDEWALK SHALL NOT l 1� GRADES.REFER TO NOTE#17 EXCEED A 5.0%RUNNING SLOPE AND 2.0% CROSS SLOPE. PROJECT DATA ,, r ry APPLICANT.................................. OURAKIS �I ..•---L�}'--, : :;,0=- - -> � DR MICHAEL KAMP 11. LOCATION OF EXISTING UTILITY SERVICES ARE UNKNOWN AND SHALL BE CONFIRMED INDEPENDENTLY BY THE t 14695 MAIN ROAD o GR.15.75 A_� I CONTRACTOR WITH THE UTILITY COMPANIES AND/OR PRIVATE MARK OUT COMPANIES PRIOR TO COMMENCEMENT OF o MATTITUCK,NY 11952 24A'(15'MIN.) t o CONSTRUCTION.�1 PROPOSED.10'0 OWNER....................................... NANK HOLDINGS LLC DRYWELL(TYP.) � / 4 _✓ 12. ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM, b ( o ago ♦ 14695 MAIN ROAD 15. il MATTITUCK,NY 11952 a ��\ TC 16.00 TC 16.50 00 �_ _ BC 15.50 , BC 16.00 13. IF WET CONDITION IS ENCOUNTERED,CONTRACTOR SHALL USE 3l4"CLEAN WASHED STONE IN LIEU OF SAND BACKFILL. y , TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 8,Lot 5 EXISTING DRAINAGE- 0 TO BE TIC 16.10 I' \ 14. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS EMPLOYEES,THE GENERAL ��I 80.0® '' (� SITE AREA.................................. 21,051.73 SF(0.48 Acres) REMOVED 15.10 15.25 PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC R.O.W.'S, ETC. DURING ALL CONSTRUCTION AND �+ l L RO �A-2 BC 15.60 -15.43 ;, ;' -(� CURRENT ZONING.. EXISTING SEPTIC `, REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL CODES AND REGULATIONS. THE t�( 1�O oO a• z ,/'0 2 3 OWNER AND ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTOR'S SAFETY PROGRAMS&PROCEDURES IN 1. (�1 1` OUTE 25) PROPOSED ZONING.................. NO CHANGE TANK TO REMAIN AND 15.24 �;g ti TAX LOT 4 CONNECTION WITH THE WORK. R E) COVERS TO BE I .J o , (N. 6 y�IE CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) ADJUSTED TO BE - / GARAGE (6 FLUSH WITH PROP. i GR.14.85 15.19 :° G.FL 15.23 0p ;;,:?' L ND N/F JAMES HINSCH 15, REMOVAL INCLUDES,BUT IS NOT LIN41TED TO,CURBING,PAVEMENT,UNSUITABLE MATERIALS,AND UNDERGROUND PROPOSED USE......................... NO CHANGE o PIPING. QUESTIONABLE ITEMS ENCOUNTERED(ABOVE AND/OR BELOW GRADE)SHALL BE BROUGHT TO THE ATTENTION 5.15 03 EXISTING FOOTPRINT............... 1,795.64 SF(INCLUDING GARAGE) GRADE 1 � OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE. -' 15.15 EXISTING GROSS 2,150 SF TC 16.00 �� -� 16. CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE FREE FLOOR AREA................................ BC 15.50 ? 8 PROPOSED 4'0 15.30 FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL DETERMINE g 14.95 CATCH BASIN(TYP.) EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUT IN ORDER TO PERFORM THE WORKSCOPE DEPICTED ON THE 15.10 �y1 f•;',': i PLANS. TWO FT MINIMUM FROM CURBS,PADS,WALKS,AND WALLS TO PERMIT PROPER COMPACTION OF THE REPLACED TC 15.75 i 15.00 TW 17.00 SURFACES. DRAINAGE TRIBUTARY AP PROJECT SCOPE BC 15.25 \,,=, 14.88 BC 15.50 1,',�',:.•:' „ _ ,, SCALE:1"=40' TAX LOT F �-•i 7.3 '"� 17. LEACHING RINGS SHALL BE REMOVED AS NECESSARY SO THAT A MAXIMUM 2 FOOT COLLAR WILL BE PROVIDED.EXISTING EXPANSION INTO REAR YARD FOR 10 ADDITIONAL PARKING STALLS GR.14.70 �/ `'` 1 TOP LAB OF STRUCTURE SHALL BE REMOVED AND SET ASIDE FOR REUSE AS THE NEW TOP SLAB AFTER THE LEACHING GE,LANDSCAPING AND LIGHTING. S L INCLUDING NEW SITE DRAINAGE, AND N F RONALD W. SCHWEIZER A-5 -a s "`' RING ELEVATION HAS BEEN CORRECTED. EXISTING DRAINAGE GRATE SHALL BE REPLACED WITH A SOLID LOCKING MANHOLE COVER.IT IS ESTIMATED THAT 4'OF RINGS SHALL BE REMOVED IN THE NORTHERN LEACHING POOL AND T OF & DOROTHY J. SCHWEIZER ' ' Yi , ' TW 16.00 PROPOSED RINGS SHALL BE REMOVED IN THE SOUTHERN LEACHING POOL. f I BW 15.40 - I CURB WALL TYPE I PP.) TC 15.00 , BC 14.50 2.r J ` EXISTING DENTAL/ 2 STORY PROPOSED SAWCUT #14695 I TC 15.90 TO BE FLUSH WITH / OFFICE TO ' LEGEND I 14.55 REMAIN BC 15.40 EXISTING ASPHALT 2,150 SF EXISTING ITEM PROPOSED GRADE F.F. 16.87 5 03/30/2022 AP UPDATE LIGHTING 1 STORY �EN/EXT PROPOSED SAWCUT TO DRAINAGE STRUCTURE SCHEDULE ®® PROPERTY LINE BE FLUSH WITH EXISTING ASPHALT GRADE STRUCTURE EFFECTIVE TOP OF BOTTOM INVERT INVERT 4 03/09/2022 PD REV.PER TOWN COMMENTS . . ._... `-. NUMBER DEPTH RINGS OF RINGS IN OUT STRUCTURE TYPE RIM/GRATE SUMP 15.36 3 09/01/2021 PD SUBMISSION TO PLANNING DEPARTMENT A-1 PROPOSED 10'0 CONCRETE DRYWELL WITH FRAME AND GRATE 6' - 13.00 7.00 - 11.80 - BUILDING 2 06/16/2021 PD REVISED SITE LAYOUT A-2 PROPOSED 10'0 CONCRETE DRYWELL WITH FRAME AND SOLID COVER 6' - 13.00 7.00 11.65 - - / / I A-3 PROPOSED 10'0 CONCRETE DRYWELL WITH FRAME AND SOLID COVER - _ 1 02/20/2020 LC REVISED PARKING LAYOUT EXISTING STORMWATER 6' 13.00 7.00 11.30 11.80 CONCRETE CURB DRAINAGE STRUCTURE NO. DATE BY DESCRIPTION ( TO REMAIN l:, A-4 PROPOSED 4'0 CATCH BASIN --- 14.85 13.52 -- - 11.85 10.85 �/' I 11 � ' A-5 PROPOSED 10'0 CONCRETE DRYWELL WITH FRAME AND GRATE 6' 14.70 12.50 6.50 - 11.50 - CURB WALL -` "' REVISIONS 0 I B-1/ a I, 1 ADA STALL ,m `si p\-' '� ® (D DRAINAGE INLET 0 i 14 b 1 1 rd , STORMWATER DESIGN CALCULATIONS O MANHOLE CIVIL ■qy TRIBUTARY DRAINAGE AREA=8,936.75 SF v ' -_ , � ------- 564 BLUE POINT ROAD, UNIT B ® „w STORAGE REQUIREDSAWCUT LINE HOLTSV�LLE, NEW YORK 11742 IMPERVIOUS=8,939.15 SF x(2"l12)x 1.00=1,489.96 CF I 0 "00 ao 55 I/ TOTAL STORAGE REQUIRED=1,489.96 CF (6 31) 9 61-0 5 0 6 "l a STORAGE PROVIDED ENlEXT GD DOOR LOCATION www.KeyCivilEngineering.com USE FOUR(4)10'0 DRYWELLS WITH 6'EFFECTIVE STORAGE DEPTHS -' 4 DRYWELLS x 68.42 CFNF x 6.0 VF=1,642.08 CF B-1 PROJECT NAME 2 5 ) 1,642.08 CF IS GREATER THAN 1,489.96 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED BORING LOCATION AIN OU " R ( N"Y"s WIDE ) I �� TELEPHONE POLE ( EXISTING DENTIST OFFICE 14695 MAIN ROAD, MATTITUCK, NY 11952 i �- AD WIRES TOWN SOUTHOLD, COUNTY OF SUFFOLK .. 000, SECT.: 114, BLOCK: 8, LOT: 5, ZONE RO DIST •1 t ss � f �EW � I 1 - GRADING SPOT 15.43 DRAWING TITLE (a 1`-i r T INCA, t j4(h5 y ►d►d t '(OP tf� - - + - - GRADING CONTOUR GRADING DRAINAGE ,� �Y �� vq- TOP OF CURBsb4o PTC 15.00 PLAIN BOTTOM OF CURB PBC 14.50 �► GAYI_4' DATE: 06/16/2021 S,ts N 17 PA,L.IL � TOP OF WALL PTW 17.00 4. a-� BOTTOM OF WALL PBC 15.30 SCALE: 1" =20' GRAPHIC SCALE fb-Lr err GiE�MDWNIE . PROJECT NUMBER: 19195 20 0 10 20 40 80 1 •�J' --- -- - - r1mr- To 15 � 0 W�71 DRAWING BY: PD Od p.(7,Z.l.' E�EI� IN FEET ) CHECKED BY: JP 1 inch = 20 ft. APR 0 5 2022 APPROVED BY: JP SOIL NRING LOG Southold Town SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS N.T.S. DOCUMENT EXCEPT BY A LICENSED Planning Board PROFESSIONAL ENGINEER IS VIOLATION OF SECTION 72,09, SUB-DIVISION 2,OF THE NEW YORK 0 F N �v STATE EDUCATION LAW. CITY E C v PtRq��O�-� DRAWING No: pN ��n � �P 'n�•�� F z r" j• 4�SEA D ye=r ILU ".?1)- c?/ V-2 7 CLYN_PERANTEA P.E. PAGE No: --"'NEW YORK STATE PROFESSIONAL ENGINEER 1083937 2 OF 6 YAKey Civu\Projects'2019\19195_Mancini_14695 Main Road_Mattituck0rawingsWey Civi1119195_2022.03.30_SPP5,dwg NOTES: ✓ �';� 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF LANDSCAPE COMPLIANCE CHART` POTTING SOIL;THEN CUT OR PULLAPART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER , 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER TOWN OF SOUTHOLD,NY(R0:DISTRICT) PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. ITEM SECTION PERMITTEDIREQUIRED PROPOSED COMPLIANCE 5 3, SOIL AMENDMENTS: *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY REQUIRED:4'PLANTING AREA AROUND VOLUME)OR GYPSUM (B).A LANDSCAPED AREA SHALL BE PROVIDED THE PERIMETER OF ALL PARKING AREAS ; IS E 4S 'MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY LOAM ALONG THE PERIMETER OF ANY PARKING AREA AND 1 SHADE TREE FOR EVERY 40 FEET 48i EXCEPT THAT PORTION OF THE PARKING AREA OF THE PERIMETER OF PARKING.143.1 UP TO 30°10 OF THE TOTAL MIX WHICH PROVIDES ACCESS TO A STREET OR L.F.OF PARKING 140 L.F.=3.5 OR 4 SHADE t AVOID PURCHASING TREES WITH TWO LEADERS OR PARKING FACILITY ON AN ADJACENT LOT.THE TREES AT 2 INCH MIN.CALIPER SIZE AT (dIQ'(fituc.k-CU'cho ; TAX LOT 7 REMOVE ONE AT PLANTING:OTHERWISE,DO NOT � • PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC LANDSCAPED AREA SHALL HAVE A MINIMUM THE TIME OF PLANTING. COMPLIES `Jr.SI-j High SLIT I LAND N/F JOHN LOPER I STRUCTURAL CORRECTIONS (LANDSCAPING 280-95 DIMENSION OF FOUR FEET,SHALL BE PLANTED , SCREENING AND WITH GRASS OR SHRUBS AND SHALL INCLUDE AT PROPOSED:EXISTING VEGETATION , PLAS. I DO NOT STAKE OR WRAP TRUNK SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES BUFFER (LANDSCAPED LEAST ONE TREE OF NOT LESS THAN TWO-INCH COMBINED WITH PROPOSED BUFFER SHED HIGHER IN POORLY DRAINING SOILS REGULATIONS) PARKING AREA) CALIPER FOR EVERY 40 FEET ALONG THE PLANTINGS AND 4(GTIS)SHADE TREES AT E _�.. 3"DOUBLE SHREDDED HARDWOCD MULCH(DO NOT PERIMETER OF THE PARKING AREA. 2 INCH CALIPER SIZE AT THE TIME OF 0001- N74°07'30"E 9 TON 89•16° PLACE MULCH IN CONTACT WITH TREE TRUNK) CUT BANDS OF WIRE BASKET AND FOLD AWAY FROM PLANTING. �� 15" HOLE SHALL BE 21/2 TIMES THE Al TOP OF ROOT BALL y4 (C).TREES USED IN PARKING LOTS SHALL INCLUDE Our,Lady of Good ;tt M rratooka WIDTH OF THE ROOT BALL s w 51 0 4"BUILT-UP EARTH SAUCER SIMILAR FAST QLI Pond HONEY LOCUST,PINE,OAK OR OTHER SIMI C BSO( CI'lUt'CI1 " �' TING TREES SEE SECTION 280-95 ABOVE COMPLIES GROWING,HARDY VA-; R VARIETIES 5 JV ROPES AT TOP OF BALL SHALL BE CUT AND ES OR EX . BACKFILL SOIL°1 PART SOIL AMENDMENT WHERE APPROPRIATELY LOCATED.IS p "" *I� o REMOVED. FOLD BACK TOP 1/3 OF BURLAP. ALL (BASED ON SOIL TEST) 3 PARTS NATIVE TOPSOIL RO ` NON-BIODEGRADABLE MATERIAL SHALL BE ^ ' ...: _. 4 PVrn Mp�N � BA T , S �� ? K• tttS %" 6 AM :..� L i'1 t U C k ff� REMOVED .:.::• :... •..; �� *+� ? `` .. �, 4-6"DEEPER THAN ROOT BALL 5u Ik Ave , • 8 JHBH x. •� ,Y .�,,,,,,,,>,, ,�,,, 02 UNDISTURBED SUBGRADE TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL New 5U{fp11c Ad 0 Tf ,. ._i. DIG WIDE,SHALLOW HOLE WITH TAPERED SIDES SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE m „�. AS PER PLANNING BOARD CONDITION,THE FOLLOWING BEST MANAGEMENT PRACTICES , ter; TAX LOT .3 REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 SHALL BE FOLLOWED TO FURTHER POLICY 5 OF THE LOCAL WATERFRONT 03 3 GTIS REVITALIZATION PROGRAM(LWRP)TO PROTECT&IMPROVE WATER QUALITY AND VICINITY MAP 5 JVB / 2 VDA EVERGREEN TREE PLANTING DETAIL SUPPLY IN THE TOWN OF SOUTHOLD: N.T.S. 1"=1,000' I. USE NATIVE,DROUGHT-TOLERANT PLANTS IN LANDSCAPING; PROJECT DATA 3TON ; t,-,10 NOTES: II. USE OF ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE NITROGEN IS NO MORE APPLICANT.................................. DR.MICHAEL KAMPOURAKIS 1. THOROUGHLY SOAK THE GROUND COVER ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST THAN 20%OF THE TOTAL NITROGEN IN THE MIXTURE 14695 MAIN ROAD C:) `° 2 VDA MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS, MATTITUCK,NY 11952 0 ! I '. `' 2. SOIL AMENDMENTS: OWNER....................................... NANK HOLDINGS LLC O III. A MAXIMUM OF 1 LB.OF NITROGEN PER 1,000 SQUARE FEET IN ANY ONE APPLICATION,\ *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30% BY 14695 MAIN ROAD 2 TON VOLUME)OR GYPSUM WITH A CUMULATIVE APPLICATION OF NO MORE THAN 2 LBS.PER 1,000 SQUARE FEET MATTITUCK,NY 11952 00 *MODIFY EXTREMELY SANDY SOILS(MORE THAN 85% SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY PER YEAR; TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 8,Lot 5 �" LOAM UP TO 30%OF THE TOTAL MIX 3. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE-EMERGENT PER MANUFACTURER'S SPECIFICATIONS SITE AREA.................................. 21,051.73 SF(0.48 Acres) 6 TON ° IV.THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING NITROGEN, PHOSPHORUS, `:' OR POTASSIUM IS PROHIBITED BETWEEN NOVEMBER 1ST AND APRIL 1ST; CURRENT ZONING..................... RO - --- SPACING CHART 3 JVB �" O SPACING"D" ROW"A" PROPOSED ZONING.................. NO CHANGE • 2 •3 NOT TO SCALE Il o J CDTAX LOT 4 6"O.C. 5.20" CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) =' bq GARAGE 6.93" � G.FL 15.23�° LAND N/F JAMES HINSCH PROPOSED USE......................... NO CHANGE N t D ¢ 10"O.C. 8.66" I I .1 00 20 3'a EXISTING FOOTPRINT............... 1,795.64 SF(INCLUDING GARAGE) 12"O.C. 10.40" EXISTING GROSS 1 GTIS � � � D 15"O ".0 13.00 2,150 SF FLOOR AREA................................ 2 VDA 18"O.C. 15.60" NOTES 24"O.C. 20.80" PLANTED ON CENTER SEE SPACING CHART) 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER I \ 3 JHBH 30"O.C. 26.00" LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER - 36"O.C. 30.00" 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST PROJECT SCOPE S i MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 4 I \ 0 I 3. SOIL AMENDMENTS: EXPANSION INTO REAR YARD FOR 10 ADDITIONAL PARKING STALLS TAX LOT 6 i '"" 3.1. MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE INCLUDING NEW SITE DRAINAGE,LANDSCAPING AND LIGHTING. 2"DOUBLE SHREDDED HARDWOOD MULCH BARK(UP TO 30% BY VOLUME)OR GYPSUM AND N/F RONALD W. SCHWEIZER `r �� ,�1, • I ><4 (DO NOT PLACE MULCH AGAINST THE BASE 3.2. MODIFY EXTREMELY SANDY SOILS(MORE THAN 65% SAND)BY ADDING ORGANIC MATTER AND/OR DRY, & DOROTHY J. SCHWEIZER •.,. OF THE PLANT) SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX 9 IGC j I:.: •`•,`:`' a t t` GENTLY PULL ROOTS AWAY FROM TOPSOIL ( ' AVOID PURCHASING TREES WITH TWO LEADERS MASS WITH FINGERS OR REMOVE ONE AT PLANTING:OTHERWISE,DO -'"" ,;.•.•,-'?„ •, ;W�; :•;,,,.r%,, •,, ;-W BACKFILL SOIL 1 PART SOIL AMENDMENT NOT PRUNE TREE AT PLANTING EXCEPT FOR PROP.TREE PROTECTION FENCE YP. l ��z.a: is r•••• •,•.n••::� J_;.;: R ) 1 AM r; (BASED ON SOIL TEST)3 PARTS NATIVE TOPSOIL SPECIFIC STRUCTURAL CORRECTIONS 7, 4,:.1'I III 'E,: ii 3,1,. DO NOT STAKE OR WRAP TRUNK PROP.SEEDED LAWN AREA(TYP.) 3 IGC y z' UNDISTURBED SUBGRADE SET ROOT BALL FLUSH TO GRADE OR SEVERAL 2 STORY EXI OFFICE TOTAL #14695 I INCHES HIGHER IN POORLY DRAINING SOILS GROUND COVER/PERENNIAL/ANNUAL PLANTING DETAIL HOLE SHALL OF THE I REMAIN ROOT BALL CUT BANDS OF WIRE BASKET AND FOLD AWAY 2,150 SIF N.T.S FROM TOP OF ROOT BALL F.F. 16.87 3"DOUBLE SHREDDED HARDWOOD MULCH(DO NOT 1 STORY �ENIEXT PLACE MULCH IN CONTACT WITH TREE TRUNK) 4"BUILT-UP EARTH SAUCER 5 03/30/2022 AP UPDATE LIGHTING b� zs.r I SEEDING MODIFICATION ROPES AT TOP OF BALL SHALL BE CUT AND BACKFILL SOIL°1 PART SOIL AMENDMENT(BASED 4 03/09/2022 PD REV.PER TOWN COMMENTS t63., REMOVED. FOLD BACK TOP 1/3 OF BURLAP. ALL ON SOIL TEST)°3 PARTS NATIVE TOPSOIL 1. PRIOR TO SEEDING,MIX TOP 6"LAYER OF TOPSOI!WITH FERTILIZER AND LIME. 10.20.10 FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 NON-BIODEGRADABLE MATERIAL SHALL BE ::,...: ,,' ,;,,� `i•^...:.; 3 09/01/2021 PD SUBMISSION TO PLANNING DEPARTMENT POUNDS PER 1,000 S.F. LIME SHALL BE APPLIED IN ACCORDANCE WITH THE FOLLOWING CHART: REMOVED. '"LIF;,;?..i .%, •z:::�;; t ,. :i i.,.•, - 4-6"DEEPER THAN ROOT BALL 2 06/16/2021 PD REVISED SITE LAYOUT SOIL TEXTURE TONS/ACRE LBS/1,000 S.F. CLAY,CLAY LOAM,AND HIGH ORGANIC SOIL 3 135 UNDISTURBED SUBGRADE TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL 1 02/20/2020 LC REVISED PARKING LAYOUT \\ SANDY LOAM,LOAM,SILT LOAM 2 90 DIG WIDE,SHALLOW HOLE WITH TAPERED SIDES SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE NO. DATE BY DESCRIPTION LOAMY SAND,SAND 1 45 REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 REVISIONS I \\ ABOVE APPLICATION RATES FOR FERTILIZER AND LIME ARE STANDARD RATES AND SHALL BE ADJUSTED BASED ON SITE SPECIFIC SOIL TESTS. TREE PLANTING DETAIL `N 4.1. N.T.S. CITY 014E Cq� 8 RFG �\ �� 2. TOPSOIL SHALL BE TILLED,FINE GRADED,AND RAKED FREE OF ALL DEBRIS LARGER THAN 1"IN DIAMETER.ALL LAWN AREAS SHALL BE SLOPED TO DRAIN OR PER THE o�j® ECEIVE�? N , S+i APPROVED GRADING PLAN. PROP.MULCH LINE(TYP.) \ _.- I 1 ARA N1EO 3. CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND IMPLEMENT AS REQUIRED PRIOR TO APPLICATION OF SEED. q APR 0 5 2022 W. ®^ 4. GENERAL LOW MAINTENANCE SEED MIX _ <G- Otg Southold Town 9 �„® _„,;--o :,...�-•� SEED MIXTURE LBS/ACRE LBS/1,000 S.F. Planning Board Q. 0 FINE FESCUE(BLEND) OPTIMAL PLANTING DATES LANDSCAPE NOTES 664 BLUE POINT ROAD, UNIT B HARD FESCUE 75 2.1 ZONE 5B&6A=3115.5131 I"IOLTSVILLE, NEW YORK 11742 I + �®-v_'- Io, 1. THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING,FINISHED GRADING,SOIL PREPARATION,PERMANENT SEEDING OR SODDING,PLANTING AND STRONG CREEPING RED FESCUE ZONE 66- 11.1011 MULCHING INCLUDING ALL LABOR,MATERIALS,TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT,UNLESS OTHERWISE CONTRACTED BY THE GENERAL (6 31) B 61-05 06 i 0 .00 •O a S5 811.10I1 www.Ke CivilEn ineerin com -- �-�" AD KENTUCKYBLUEGRASS 10 .25 8115.10115 CONTRACTOR. y �• g" PERENNIAL RYEGRASS 10 .25 2. EXISTING VEGETATION SHALL BE RETAINED UNLESS SPECIFIED ELSEWHERE ON THIS PLAN. o ZONE 7A&1B=211.4130 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN.A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET / WHITE CLOVER 5 .10 8115.10130 FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE,WHICHEVER IS GREATER.LOCAL STANDARDS MAY REQUIRE THAT A MORE STRICT TREE PROTECTION ZONE PROJECT NAME �IL 2 5 ) SHALL BE HONORED,J 4. AT NO TIME SHALL MACHINERY,DEBRIS,FALLEN TREES OR OTHER MATERIALS BE PLACED STOCKPILED OR LEFT STANDING IN H T AINS r��E MAINTENANCE LEVEL THE TREE PROTECTION ZONE. O U 5. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE"AMERICAN STANDARD FOR NURSERY STOCK". (B)FREQUENT MOWING(4-7 DAYS),OCCASIONAL FERTILIZATION,LIME AND WEED CONTROL 6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES 6" A N 1 ' TAj J� (C)PERIODIC MOWING(7-14 DAYS)i, { )ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A T Y� OCCASIONAL FERTILIZATION AND LIME FOUR INCH(4")CALIPER SIZE. i EXPANISION FOR (6 6 (D)INFREQUENT OR NO MOWING,FERTILIZATION AND LIME THE FIRST YEAR OF ESTABLISHMENT 7. CONTRACTOR SHALL PROVIDE A SIX INCH(6")THICK MINIMUM LAYER OF TOPSOIL,OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT,IN ALL PLANTING AREAS.TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. EXISTING DENTIST OFFICE 5. SEED SHALL BE APPLIED IN TWO DIRECTIONS AT RIGHT ANGLES TO EACH OTHER.ONCE APPLIED,FIRM THE SOIL WITH A CORRUGATED LAWN ROLLER TO PROMOTE 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 14695 MAIN ROAD, MATTITUCK, NY 11952 SEED-TO-SOIL CONTACT, APPROVED BY THE APPROVING AGENCY.THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, NOTES: SHRUBS,VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: TOWN SOUTHOLD, COUNTY OF SUFFOLK 1. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR -�� 6, APPLY UNROTTED SMALL GRAIN STRAW,HAY FREE OF SEEDS,OR SALT HAY TO ALL SEEDED AREAS AT THE RATE OF 1112.2 TONS PER ACRE OR 70.90 POUNDS PER 1,000 8.a.PLANTS: MARCH 15 TO DECEMBER 15 D IST.:1000, SECT.: 114, BLOCK: 8, LOT: 5, ZONE RO PROPOSED LIMITS OF DISTURBANCE. i i o 8.b.LAWN: MARCH 15 TO JUNE 15 OR SEPT.1 TO DECEMBER 1 2. CONSTRUCTION VEHICLES TO STAY AS FAR AS POSSIBLE FROM TREE PROTECTION FENCE S.F.SPREAD MULCH SO THAT APPROXIMATELY 85h OF THE SOIL SURFACE IS COVERED.ANCHORING OF MULCH SHALL BE ACCOMPLISHED IMMEDIATELY AFTER DRAWING TITLE TO PREVENT COMPACTION OF TREE ROOTS. �� '�/ PLACEMENT TO MINIMIZE LOSS BYWIND ORWATER.THIS MAYBE ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS:PEG AND TWINE,MULCH NETTING,OR LIQUID 8.c.TREES OCTOBER 1 TO DECEMBER 1 AND MARCH 1 TO MAY 31 MULCH @/HOER PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION.CONTRACTOR SHOULD TREE PROTECTION ZONE/DRIPLIPIE ' CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. 7. IRRIGATE NEWLY SEEDED AREAS WITH A MINIMUM OF 114 INCH OF WATER TWICE A DAY(NOT DURING PERIODS OF INTENSE SUN)UNTIL VEGETATION IS WELL ESTABLISHED, 9• THERE SHALL BE NO PLANT SUBSTITUTIONS UNLESS AUTHORIZED BY LANDSCAPE ARCHITECT AND/OR STAFF OF THE LOCAL MUNICIPALITY. LAINDSCAPE PLAN' 10. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED.WATERING SHALL CONTINUE ROUTINELY AT LEAST UNTIL PLANTS ARE ESTABLISHED. 0' NOTES: 11, THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE(1)YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. DATE: 06/16/2021 CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT(10%)OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER.P 1. FOR CONTAINER-GROWN SHRUBS,USE FINGERS OR SMALL HAND TOOL PULL THE ROOTS OUT OF THE OUTER LAYER OF CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. d 2O°O 2. THOROUGHLY SOAK THE SHRUB ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER 12. CONTRACTOR SHALL ARRANGE HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL.UTILITY COMPANIES SCALE: 1 = SHALL BE CONTACTED THREE(3))D DAYS PRIOR TO THE BEGINNING OF WORK. 0 ~ , PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 13. CONTRACTOR SHALL ENSURE THAT THE PROPOSED TREES ARE NOT PLANTED ON TOP OF UNDERGROUND PIPES AND ACHIEVE MAXIMUM SEPARATION POSSIBLE. PROJECT NUMBER: 19195 3. SOIL AMENDMENTS: 14. CONTRACTOR SHALL PROVIDE AN AUTOMATIC IRRIGATION SYSTEM FOR ALL LANDSCAPE AND LAWN AREAS.THE SYSTEM SHALL MEET ALL CODE REQUIREMENTS. 4'TALL FLUORESCENT ! AREA WITHIN TREE 'MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY ORANGE HIGH-DENSITY GRAPHIC SCALE DRAWING BY: PD PROTECTION ZONE TO VOLUME)ORGYPSUM PLANT SCHEDULE CONSTRUCTION FENCE REMAIN UNDISTURBED 20 0 10 20 40 80 *MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY OR APPROVED EQUAL DURING CONSTRUCTION LOAM UP TO 30%OF THE TOTAL MIX 8"'TO 12" EVERGREEN TREES QTY BOTANICAL/COMMON NAME SIZE CONTAINER MATURE HEIGHT MATURE WIDTH NATIVE CHECKED BY: JP 6'LONG WOOD OR LAJV 5 JUNIPERUS VIRGINIANA I EASTERN RED CEDAR 6-7' B+B 40-50` 10-15' YES APPROVED BY: JP STEEL FENCE POSTS. JVB 8 JUNIPERUS VIRGINIANA'BRODIE'1 BRODIE EASTERN RED CEDAR 6.7' B+B 15.20' 5-6' YES POSTS SHALL BE ( IN FEET ) - - -- TON 20 THUJA OCCIDENTAL I -"-:-:-" - :• . ;:-� ;.,,,.;;; .. . IS N GRA!DARK AMERICAN ARBORVITAE 6 7 B B 20 25 6 8 YES SPACED s .c .'` ; + + SEAL &SIGNATURE. ALTERATION OR ADDITION TO THIS :.:> r - :.:.:. <: . :s ;. .:. :....; I inch - 20 ft. tr„ HORIZONTALLY B'ON ... DOCUMENT EXCEPTNGINEE BY A CENSED s ' s. ROPES AT TOP OF BALL SHALL BE CUT AND TOP OF SHRUB ROOT BALL SHALL BE FLUSH WITH PROFESSIONAL ENGINEER IS A SHADE TREES QTY BOTANICAL I COMMON NAME SIZE CONTAINER MATURE HEIGHT MATURE WIDTH NATIVE VIOLATION OF SECTION 7209, REMOVED. FOLD BACK TOP 1/3 OF BURLAP. FINISHED GRADE CENTER MAXIMUM. ;wc.':.':M<�•`,. `� ,p:r:" r-'."? z..: --_.-.� ACER RUBRUM(TARTARIAN MAPLE <,. ,w;m ,µ�-,, :w>., �:M ALL NON-BIODEGRADABLE MATERIAL SHALL t' 2-3"CAL, B+B 15-25' 15-25• YES SUB-DIVISION 2,OF THE NEW YORK r ,,,r,: ,+w-- '^�;''�'=^ 4 AREA OFSITE� 3"DOUBLE SHREDDED HARDWOOD MULCH(DO NOT GTIS 4 GLEDITSIA TRIACANTHQS INERMIS'SKYCOLE'TM I SKYLINE THORNLESS HONEY LOCUST 2112-3"CAL. B+B 40-60 20-30' YES FC O F NCy STATE EDUCATION LAW. AREA OF SITE ^, ~i,;,, :. w. .a.. BE REMOVED. 1/y -c.1 (,?" { ';: w/ :wwM; , CONSTRUCTION PLACE MULCH AGAINST THE BASE OF THE PLANT} 5 CONSTRUCTION ;,:; , ..,,>:.:; „... ,`::;.., ,.._ =;.' i; '..;;'•'<">=- .;.'s"'<::S'%; .(N R.PFR O DECIDUOUS SHRUBS QTY BOTANICAL 1 COMMON NAME SIZE CONTAINER MATURE HEIGHT MATURE WIDTH NATIVE DRAWING No: ._ Q tin CONTAINER-GROWN PLANT WITH ROOTS PULLED OUT PLANTING HOLE SHALL BE 12"T018" CONTAINS - AM 7 ARONIA MELANOCARPA 1 LOW SCAPE MOUND ARONIA 15-18" 3 GAL 1-2 1.2 YES DEEP. FOR LARGER SHRUB ROOT "`" .I::: ' }' 1` ' VDA 6 VIBURNUM DENTATUM'ARROWWOOD'/ARROWWOOD VIBURNUM 30.36" 3 GAL, 5-11' 5-10' YES G .lr.:t. ...t.'••y;,•:' �.;;.. ,•.,. :,,,.. tt •:.,t:.;,..;• OF BALL J 4. BALLS,MAKE DEPTH MIN.4"DEEPER -1 ": ""�' ' t' Y�. ' •-.` 2' ,�. .. ......, (BASED ON 0 - ('� NOT A •r�$1 �ED THAN BALL. "' `•,`t '' '' ' `'t ' --BACKFILL SOIL°1 PART SOIL AMENDMENT(BA m C), ^♦ .• :• Y':':.', ;,... EVERGREEN SHRUBS QTY BOTANICAL I COMMON NAME SIZE CONTAINER MATURE HEIGHT MATURE WIDTH NATIVES l ' "' •''' '`r•,• •'` SOIL TEST)°3 PARTS NATIVE TOPSOIL + fr• !(/ IGC 12 ILEX GLABRA'COMPACTA'1 COMPACT INKBERRY 24-30" B+B 4-6• 4-6' YES P DP N BALLED AND BURLA PE PLANT ;_ ;_; :_ JHBH 11 JUNIPERUS HORIZONTALIS'BAR HARBOR'I BAR HARBOR CREEPING JUNIPER 1 18"' PRD :..........:::...........:.:::............:::...:::.......:: 5- S 3GAL. 9-12" 3-5• YES c'"3 I,I_I,-,Ii,;;:;1: ...:.....::.............II:;::,•:�:::1.I_:;:;:;(..:-:1.13; t:::;fl(:;;�i1 a.Llc: i;.�l.l.";i`!;:!.i.1 `,�,. UNDISTURBED SUBGRADE SOIL SURFACE ROUGHENED TO BIND ORNAMENTAL GRASSES CITY BOTANICAL I COMMON NAME SIZE CONTAINER MATURE HEIGHT MATURE WIDTH NATIVE TREE PROTECTION FENCE DETAIL WITH BACKFILL SOIL. REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 PV 4 PANICUM VIRGATUM I SWITCH GRASS 24.30" 2 GAL. 24• 1.2' YES N.T.S. DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL PERENNIALS QTY BOTANICAL I COMMON NAME SIZE CONTAINER MATURE HEIGHT MATURE WIDTH NATIVE �(�� RFG 8 RUDBECKIA FULGIDA'GOLDSTRUM'I BLACK EYED SUSAN 12-15" 3 GAL. 1.3' 2-3' YES '�nyi' ERANTEAU, P.E. PAGE No: N.T.S4 JN YORK STATE PROFESSIONAL ENGINEER 1083937 3 OF 6 Y:iKey Civil\Projects\2019\19195_Mancini_14695 Main Road_Mattituck\DrawingsVey Civi1119195_2022.03.30_SPP5.dwg eo 4 48�. IS E Matti tUC, -Cutchog s , TAX LOT 7 'Jr.Sr High Sch I LAND N/F JOHN LOPER PLA + + + + + + + + ( + + 0.0 SHE1.O 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 -�.. 89.16" SEE LUMINAIRE SCHEDULE f� 2 N74°07'30°E FOR NUMBER AND ,,9` + o }, - +0.0 +0.0 CONFIGURATION OF FIXTURES ""� Our,Lad of Good °Marratooke Counsel Church I~on . 35 9' k. �+ w +0.1 + +. + _+ + +0.7 +0.5 ' 0.2 +0.0 0 .0 Pp M m I att'! tuck 5, 611kAve + +0.1 + ` + + + + + + +0.0 rn+0.0 I IGHT POLE(ALUMINUM)BY `°" � 0.0 � .5 0.6 0.8 0.7 0.6 0.4 0.3 r13I LIGHTING MANUFACTURER $Uf€� V to M i +0.0 +0.1 0.6 +0.8 0.8 0.3 0.0 +0.0 st TAX LOT 3 1jj_ VICINITY MAP +0.0 I+0.1 0 44 +0.5 +0.5 +0.5 0.5 0. +0.3 .0 +0.0 1"=1,000' z + + +� + + + + + + + + + PROJECT DATA 0.0 0.1 0 5 0.5� 0.4 0.3 0.4 0.5 0. 0.4 0 0 0.0 o O 1 I APPLICANT.................................. DR.MICHAEL KAMPOURAKIS o _ N v ( 14695 MAIN ROAD 0 0.0 1 ' +0.1 +0 8 0.6 +0.4 0.3 +0.4� _0 +0. +0.5 1+0. +0.0 MATTITUCK,NY 11952 `L I 0 I I 14695 MAIN ROAD OWNER....................................... NANK HOLDINGS LL tv 1 MATTITUCK,NY 11952 2.0'MIN. � bo +0.0 +0.1 0 8 .0 10.6 +Q.3 .4 +1.1 +0. + +0. 0.0 TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 8,Lot 5 ao FINISHED GRADE ::". . SITE AREA.................................. 21,0 1.73 S ( 48 Acres) 0 EXISTING GARAGE \/ I 5 + + + + �� + / + + + + + + MOUNTED LIGHTS 0.l 0.3 1.2 0.6 0.4 1.0 0.8 0.6 \`. \ \ ♦" \ \ \. ♦ /i/ii�/i'✓/i. .�'`i' /r, /i. i /i /i �.. /i' CURRENT ZONING..................... RO ` TO BE REMOVED • • L.`..,:: ,�� ;• � PROPOSED ZONING.................. NO CHANGE ♦..:. I I' • 2 .3' ♦ ♦ I,';:.'•' CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) 11+ i + + + + + TAX LOT 4 +0.0 0.1 0.9 0.6 0.4 0 4 .0 0.0 '' •; GARAGE - `��`^� PROPOSED USE......................... NO CHANGE G.FL 1 c6 LAND N/F JAMES HINSCH EXISTING FOOTPRINT............... 1,795.64 SF(INCLUDING GARAGE) i` o OUNDATION BY OTHERS. +0.0 +0.1 �Q.5® �0.5 +0.4 0. 20.3' 0,p +p,0 ELEVATION VIEW 2,150 SF EXISTING GROSS LIGHT POLE DETAIL FLOOR AREA................................ 1 + + + + + + ' �• N.T.S. +0.0 � 0.1 0 5 0.7 0.8 0.9 0.8 4 0 .1 J.0 0.0 � PROJECT SCOPE +0.0 +0. 0.4 (j0.� +1. +2.4 11.7 0.7 0 � .1 .0 0.0 EXPANSION INTO REAR YARD FOR 10 ADDITIONAL PARKING STALLS TAX LOT 6 �� / w�_._.. EXISTING BUILDING MOUNTED LIGHT TO BE INCLUDING NEW SITE DRAINAGE,LANDSCAPING AND LIGHTING. REPLACED WITH NEW FIXTURE;TYPE'C' AND N/F RONALD W. SCHWEIZER / + + + + � " .6 + .8 0.2w 0.1 t.o +0.0& DOROTHY J. SCHWEIZER 0.0 o. o.3. 9 ; """ = == II � ,za9 1 + + + + a, +0.2,! +0.1l o +o.o 0.0 0. 0.3 0.51D2 m i 12 4. Ei 7 +0.0 +0. +0.4 E_ 2 STORY +1.8 +0.1 .1 +0.0 SITE LIGHTING COMPLIANCE TABLE / EXISTINGOFFICE D FF CEDEN TOTAL #14695 f PERMITTED/REQUIRED PROVIDED +0.0 40. +0.4 2,1 0 SF REMAIN F +2.0 2 1 +0.0 MAXIMUM MOUNTING HEIGHT 35'-0" 15'(POLE)/17'(BUILDING) E F.F. 16.87 5 03/30/2022 AP UPDATE LIGHTING ENIEXT MAXIMUM LUMENS PER LUMENAIRE 12,500 LUMENS 6,967 LUMENS +a 0 +0 n 1 STORY I +1 9 1 1 +0.0 4 03/09/2022 PD REV.PER TOWN COMMENTS 26.r 163• Z4/ 1 \ ' MAXIMUM FOOT CANDLE ALONG PROPERTY LINE <_0.05 Fe 0.01 Fc 3 09/01/2021 PD SUBMISSION TO PLANNING DEPARTMENT Qt � + + +0.0 i��. +0. 2.4 0. + 0. \ .5 0 1 1.1 0•0 < \ MAXIMUM FOOT CANDLE ON ENTIRE SITE 5.00 Fc 4.90 Fc 2 06/16/2021 PD REVISED SITE LAYOUT �� I 1 02/20/2020 LC REVISED PARKING LAYOUT G MAXIMUM FIXTURE COLOR TEMPERATURE(KELVIN) <_3,000 K 2,700 K/3,000 K 0,a +0. 0.2 +0.2 0.3 1vY�3 I+0. +0 1 +0. + .0 +0.0 I NO. DATE BY DESCRIPTION )ALL EXTERIOR LIGHTING SHALL BE DESIGNED,LOCATED,AND LAMPED TO PREVENT EXCESSIVE LIGHTING,ENERGY REVISIONS + + + + + + + + I + + + + WASTE,GLARE,LIGHT TRESPASS,AND UNNECESSARY SKYGLOW. o.o q o o. 0.1. o.l o.lw 0.1 I 0.11 o. \0.o d.a o.o _ / i 2)ALL NONESSENTIAL EXTERIOR LIGHTING SHALL BE TURNED OFF WITHIN 112 HOUR AFTER THE CLOSE OF BUSINESS .. . AND/OR WHEN NOT IN USE.LIGHTS THAT ARE CONTROLLED BY TIMERS OR THAT ARE MOTION-SENSOR-ACTIVATED ARE ` + f+ + + + 2 0.1+ +0 +0 +0 0+ +00� ENCOURAGED TO REPLACE EXISTING LIGHTING NECESSARY FOR SAFETY PURPOSES. t 0.0 0 0 0. 0.0 0.0 �0. 1 � Jb .0 0 d / I +0.0 +0 0 +0. +0.1 + . 0.6 +0.0 W� + .0 I +0 0.0XO�� 7 0 ,y< d + 1 + + I + + '�r'' "� 10. GRAPHIC SCALE 1 ;E 0. ' 0 0. o.0 0.0 0 .® - �0f6 0.o ,,.• Q n20 o io 20 ao so , /,, 664 BLUE POINT ROAD UNIT B y a. ij/ HOLTSVILLE NEW YORK 11742 " o I e +0 0 i'� +O.0+ p,`4CS�\1`b +0.0 + .0 O s57 � IN FEET � �,� � (s311 961-0506 80 •0 ( � www.KeyCivilEngineering.com +o.o +0. + .o AV 1 inch 20 ft.go PROJECT NAME 25 ) R BUILDING MOUNTED LUMINAIRE LEXPANSION N.y.s � VIE , SIDE ) 66 EXISTING DENTIST OFFICE 14695 MAIN ROAD, MATTITUCK, NY 11952 MANUFACTURER: RAB LIGHTING MODEL: WALL PACK LED DOWNLIGHT TOWN SOUTHOLD, COUNTY OF SUFFOLK LABEL: C DISTA000, SECT.: 114, BLOCK: 8, LOT: 5, ZONE RO LUMINAIRE SCHEDULE COLOR: 3,000K DRAWING TITLE SYMBOL QUANTITY LABEL FIXTURE FIXTURE MANUFACTURER 1 FIXTURE DESCRIPTION/MOUNTING TYPE MOUNTING LLF COLOR LUMENS ARRANGEMENT TOTAL WATTS ARRANGEMENT COUNT HEIGHT TEMPERATURE WATTS PROPOSED COOPER LIGHTING/UTLD-PA1-100-827-U-T3-HSS 15'-0" 0.900 2700 K 3,466 LUMENS 96 288.0 SITE LIGHTING PLAN (� 2 A SINGLE 1 (AREA LIGHT) ® 1 B SINGLE 1 PROPOSED COOPER LIGHTING/UTLD-PA1-40-827-U-T4W-HSS 16-0" 0.900 2700 K 6,967 LUMENS 96 96.0 (AREA LIGHT) DATE: 06/16/2021 SCALE: 1 =20' 1 C SINGLE 1 PROPOSED RAB LIGHTING/WPLED26YW(WALL PACK) 17'-0. 0.900 3000 K 1,297 LUMENS 10 10.0 PROJECT NUMBER: 19195 • EXISTING NEWBURY PORT 1 LIGHT(OUTDOOR WALL SCONCE T-6" 0.900 2700 K 200 LUMENS 4 4 POLE MOUNTED LUMINAIRE DRAWING BY: PD WITH(1)'A'BASE BULB) MANUFACTURER: COOPER LIGHTING 1 D SINGLE 1 MODEL: UTLD TRADITIONAIRE LED DOWNLIGHT RECEIVED CHECKED BY: J P 0 8 E SINGLE 1 EXISTING RAB MR16 7.5-930 35D-DIM-G2(SOFFIT LIGHT) 10'1 3116" 0.900 3000 K 562.50 LUMENS 7.5 60.0 LABEL: A/B - COLOR: 2,700 K A APPROVED BY: JP SITE LIGHTING NOTES APR 0 2022 pp _ _ SEAL & SIGNATURE: ALTERATION CPTADDITION ENSE 1. REFER TO SITE PLAN(SHEET C 1)FOR ADDITIONAL NOTES. • 8 F SINGLE 1 EXISTING RAB MR16-7.5-930-35D-DIM-G2(SOFFIT LIGHT) 18'-0" 0.900 3000 K 562.50 LUMENS 7.5 60.0 DOCUMENT EXCEPT GI A LICENSED o utfiol�Tow n PROFESSIONAL ENGINEER IS A Planning Board VIOLATION OF SECTION 7209, SUB-DIVISION 2,OF THE NEW YORK 2. NO REVISIONS,ALTERNATES,OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR OF New STATE EDUCATION 2 G SINGLE 1 7'-0" 0.900 2700 K 200 LUMENS 4 8.0 WRITTEN APPROVAL FROM THE ENGINEER. EXISTING PENDLETON 1-LIGHT(OUTDOOR WALL SCONCE �P(E y c WITH(1)'A'BASE BULB) 3. ILLUMINATION LEVELS SHOWN IN FOOT-CANDLES. CALCULATION SUMMARY PO�'IN�Pe� '>',� DRAWING No: EXISTING KATHY IRELAND SIERRA-CRAFTSMAN COLLECTION L'L _ ' 4. ILLUMINATION LEVELS ON THIS PLAN HAVE BEEN CALCULATED FOR PROPOSED SITE AREA LIGHTS ONLY.ACTUAL 1 H SINGLE 1 (OUTDOOR HANGING PORCH LIGHT WITH(3)CANDELABRA 9'-6" 0.900 2700 K 600 LUMENS 4 12.0 LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN MAX/MIN MAXIAVG ` O ir ILLUMINATION LEVELS IN THE FIELD MAY DIFFER FROM THOSE DEPICTED ON THE PLAN DUE TO INTERFERENCE BASE BULBS) CALC PTS ILLUMINANCE Fc 0.63 4.90 0.0 NIA NIA N/A /1.1 FROM EXISTING/AMBIENT LIGHTING WHOSE ILLUMINATION LEVELS ARE NOT REFLECTED ON THIS PLAN. �`F GlT, ONE Cq • _ �O � << m << ' � 5. REFER TO ARCHITECTURAL PLANS FOR DECORATIVE BUILDING MOUNTED LIGHTS AND BUILDING CANOPY LIGHTS, 0 1 1 SINGLE 1 PROPOSED RAB X17FA35(SIGN LIGHT) 1'0" 0.900 3000 K 4,642 LUMENS 35 35.0 PARKING LOT ILLUMINANCE Fc 1.88 4.90 0.30 6.27 16.33 2.60 �S s I 6. LIGHT CIRCUITRY PLAN PREPARED BY OTHERS. N TOTAL: 18,497.0 LUMENS TOTAL: 573.0 N 7. EXISTING BUILDING MOUNTED LIGHT SPECS PROVIDED BY OWNER'S ELECTRICIAN. a C�<L- Q�o,� CIA Y PE EAU, P.E. PAGE No: 8. ILLUMINATION LEVELS SHOWN ON THIS PLAN WERE CALCULATED USING AGI32 PHOTOMETRIC SOFTWARE. NEW YORK STATE PROFESSIONAL ENGINEER #083937 4 OF Y:1Key Civil\Projects12019\19195_Mancini_14695 Main Road_Mattituck\DrawingsVey Civil\19195_2022.03.30_SPP5.dwg SOIL EROSION & SEDIMENT CONTROL NOTES: TAX LOT 7APPROXIMATE LOCATION OF 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. CONSTRUCTION DUMPSTER LAND N/F JOHN LOPER SILT FENCE NOTES 2. THE STORMWATER POLLUTION PREVENTION PRACTICES PROPOSED HEREON HAVE BEEN IDENTIFIED AS THE MINIMUM PLAS. 1, PLACE SILT FENCE AT LOCATIONS AS SHOWN ON PLANS AS WELL AS DETAILS. RECOMMENDED PRACTICES. ADDITIONAL STORMWATER MANAGEMENT FACILITIES OR PRACTICES SHALL BE INSTALLED SHED APPROXIMATE LOCATION OF 2. SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS THE FENCE AROUND THE ENDS. TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN IS N74°07'30"E gg.�6'DO MATERIAL STOCKPILES(TYP.) LEGEND 3. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE DIRECTED BY THE RUNOFF FROM EXITING THE SITE. CONTRACTOR TO NOTIFY IN WRITING AND CONSULT WITH THE ENGINEER OF RECORD fib 4g IF ADDITIONAL MEASURES ARE REQUIRED OR IF THERE IS EVIDENCE INDICATING POTENTIAL OR REALIZED IMPACTS ON ;� GOVERNING AGENCY. WATER QUALITY DUE TO ANY STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. ®� '!® '� 4. DO NOT PLACE MATERIAL AGAINST SILT FENCE. -- EXISTING ITEM PROPOSED 5. INSPECT SILT FENCE IMMEDIATELY AFTER PLACING ANY MATERIAL NEARBY. =�I UC C-Cutchog 0 6. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY. 3. NOTHING IN THIS STORMWATER POLLUTION PREVENTION PLAN'S DRAWINGS OR ANY ASSOCIATED REPORTS RELIEVES w Jr.Sr High Sch I r, +•••.. PROPERTY LINE THE CONTRACTOR OR OWNER/OPERATOR FROM OBTAINING ANY OTHER PERMITS REQUIRED BY LAW OR COMPLIANCE .............._._..._-...._-._----_._._-._....---.-.._.__._._.-,----0._.,._. a � WITH TAKING ALL REASONABLE STEPS TO MINIMIZE OR PREVENT ANY DISCHARGE IN VIOLATION OF NYS DEC OR WHICH ni UPSTREAM/AREA OF DOWNSTREAM/EXISTING HAS A REASONABLE LIKELIHOOD OF ADVERSELY AFFECTING HUMAN HEALTH OR THE ENVIRONMENT. ' DISTURBANCE UNDISTURBED GROUND4tee �s BUILDING 4. CONTRACTOR SHALL BE FAMILIAR WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND ?i V N -WOOD OR METAL FENCE POSTS SPACED SEDIMENT CONTROL ("BLUE BOOK") DATED NOVEMBER 2016, ANY REPORTS PREPARED SPECIFICALLY FOR THIS 710 25, Co 8'-0"O.C.MAXIMUM (METAL FENCE PROJECT,AND THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FOR APPROVED FILTER FABRIC MEETING POSTS OR APPROVED EQUAL TO BE STORMWATER DISCHARGE. OUr,LW dy of Good , `„r(1/� rratC3t'��C13',;. - CONCRETE CURB N.Y.S.SPECIFICATIONS(3'0"WIDE) INSTALLED IN ASPHALT PAVEMENT) C©U11S1 CIIUt"Ch Pond* TAX LOT 3 FLOW 5. EROSION CONTROL MEASURES TO PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE z SITE SHALL, AT A MINIMUM, CONFORM TO THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT O � �, ROTATE POSTS TOGETHER CONTROL UNLESS ADDITIONAL MEASURES ARE NOTED OR REQUIRED BY THE ENGINEER OF RECORD. Q MP�NROP St UO ' PROPOSED SILT FENCE TO ACT AS CURB WALL BEFORE INSTALLATION f BARRIER AROUND THE PERIMETER OF THE COMPACTED SOIL N / \ + / / 6. IT SHALL NOT BE A DEFENSE FOR A CONTRACTOR OR AN OWNER/OPERATOR IN AN ENFORCEMENT ACTION THAT IT a t�•I t U C k AREA Of DISTURBANCE / SECOND WOULD HAVE BEEN NECESSARY TO HALT OR REDUCE THE CONSTRUCTION ACTIVITY IN ORDER TO MAINTAIN .� �QWtsff 71k Ave i SILT FENCE . .. Z APPROXIMATE LOCATION OF ADA STALL cO CONTROL PRACTICES.CE WITH SOS EROSION CONTROL DEC STORMWATERMEASU ES ISCHARGE REQUIREMENTS BEEAD ADJUSTED/E IMPLEMENT D/ RELOCATEDEROSION CO CONTRACTOR SEDIMENT AS New Suffolk c N 0 CONCRETE WASHOUT S. (Tl P.) 4 IDENTIFIED DURING SITE INSPECTIONS IN ORDER TO MAINTAIN EFFECTIVENESS OF CONTROL MEASURES. CVI o - ® DRAINAGE INLET Q DIG 6"WIDE AND 6"DEEP 6 -1 FIRST SILT ( 7. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES SHALL BE DEEMED INCLUDED IN THE ) ' •-----1 PROPOSED INLET TRENCH,BURY BOTTOM N FENCE PRICE BID FOR THE SITE WORK. I , j I PROTECTION(TYP.) V-0"OF FILTER FABRIC, VICINITY MAP MANHOLE TAMP IN PLACE PST(TYP.) STAPLE(TYP.) 8, INSTALLATION OF EROSION CONTROL,CLEARING,AND SITE WORK SHALL BE DONE AS INDICATED IN THE CONSTRUCTION 1"=1,000' SECTION JOINING FENCE SECTIONS SEQUENCE. e I "'' _w__ _ 8'O.C. SILT FENCE/FILTER WOOD OR 9. INSTALLATION OF EROSION CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S PROJECT DATA SAWCUT LINE METAL FENCE POST RECOMMENDATIONS AND REQUIREMENTS. (TYP.) FABRIC APPLICANT.................................. DR.MICHAEL95 MAIN AD POURAKIS 10. CONTRACTOR SHALL INSPECT THE EROSION AND SEDIMENT CONTROL PRACTICES AND POLLUTION PREVENTION UO MEASURES BEING IMPLEMENTED AFTER EACH RAINFALL EVENT AND DAILY WITHIN THE ACTIVE WORK AREA TO ENSURE MATTITUCK,NY 11952 0 20.3' DOOR LOCATION 6 J TAX LOT 4 THAT THEY ARE BEING MAINTAINED IN EFFECTIVE OPERATING CONDITION AT ALL TIMES. INSPECTION OF ALL OWNER....................................... NANK HOLDINGS LLC ao GARAGE a° ENIEXT Gp IMPLEMENTED PRACTICES SHALL OCCUR WEEKLY AT A MINIMUM. IF DEFICIENCIES ARE IDENTIFIED,THE CONTRACTOR 14695 MAIN ROAD i G.FL 15.23 c LAND N/F JAMES HINSCH SHALL BEGIN IMPLEMENTING CORRECTIVE ACTIONS WITHIN ONE BUSINESS DAY AND SHALL COMPLETE THE CORRECTIVE MATTITUCK,NY 11952 0 DIRECTION OF ACTIONS IN A REASONABLE TIME FRAME. 0 1 0 3' � TELEPHONE POLE SURFACE RUNOFF PLAN TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 8,Lot 5 11, CONTRACTOR SHALL REMOVE ANY SILT FROM SOIL EROSION AND SEDIMENT CONTROL MEASURES WHEN IT REACHES SITE AREA.................................. 21,051.73 SF(0.48 Acres) (1/2)ONE-HALF CAPACITY UNLESS OTHERWISE NOTED OR AS DIRECTED BY THE ENGINEER.THE MATERIAL SHOULD BE STANDARD SILT FENCE NOTES: INCORPORATED INTO THE SITE IN A STABILIZED MANNER. CURRENT ZONING..................... RO - ---a.l OVERHEAD WIRES 1. THE SLOPE OF THE LAND FOR AT LEAST 30 FEET ADJACENT AND UPSTREAM TO STANDARD SILT FENCE SHALL � NOT EXCEED 5%. PROPOSED ZONING.................. NO CHANGE \ 2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THE END POSTS SHALL BE ROLLED TOGETHER A 12. TEMPORARY SEED AND MULCH SHALL S APPLIED E ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO HALL LED CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) MINIMUM OF 3 TIMES. GRADE AND VEGETATED WITHIN 15 DAYS.WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON,THEY SHALL'BE INLET PROTECTION Jill STABILIZED WITH GEOTEXTILE FABRIC AND MAINTAINED ACCORDING TO BEST PRACTICES. PROPOSED USE......................... NO CHANGE STANDARD SILT FENCE TAX LOT 6 �� - •/ : . 1 N.T.S. 13. CONTINUE INSPECTION AND REPAIR OF STORMWATER POLLUTION PREVENTION MEASURES UNTIL THE COMPLETION OF EXISTING FOOTPRINT............... 1,795.64 SF(INCLUDING GARAGE) CONSTRUCTION AND PERMANENT STABILIZATION IS ACHIEVED. EXISTING GROSS 2,150 SF AND N/F RONALD W. SCHWEIZER FLOOR AREA................................ a w 14. REMOVE EROSION CONTROL MEASURES,SILT,AND DEBRIS UPON ESTABLISHMENT OF PERMANENT STABILIZED COVER 8c DOROTHY J. SCHWEIZER � j OF ALL UPSTREAM/TRIBUTARY AREAS. ':...E ,209' 1 15. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF o ) IN ACCORDANCE WITH ALL CITY,STATE,AND FEDERAL LAWS AND APPLICABLE CODES. PROJECT SCOPE 1121V J EXPANSION INTO REAR YARD FOR 10 ADDITIONAL PARKING STALLS Z.,' 16, THESE PLANS ARE BASED ON INFORMATION AVAILABLE TO OUR OFFICE AT THE TIME OF PLAN PREPARATION. INCLUDING NEW SITE DRAINAGE,LANDSCAPING AND LIGHTING. l CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS AND NOTIFY OUR OFFICE IF ACTUAL SITE CONDITIONS DIFFER EXISTING DENTAL/ 2 STORY ' TREE PROTECTION ZONE/DRIPLINE FROM THAT SHOWN ON THE PLAN,OR IF THE PROPOSED WORK WOULD BE IMPACTED BY ANY OTHER SITE FEATURES. OFFICE TO #14695 REMAIN 17. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. 2,150 SIF 0 F.F. 16.87 18. REFER TO GRADING AND LANDSCAPING PLANS FOR ADDITIONAL INFORMATION. 1 STORY /EN/EXT I 19. CONTRACTOR SHALL CLEAN ALL ON-SITE EXISTING&PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPE C 165'. �/ 261 AREA DATA 4'TALL FLUORESCENT ORANGE AT END OF PROJECT AS WELL AS ANY OFF-SITE DRAINAGE STRUCTURES THAT MAY HAVE RECEIVED RUNOFF FROM THE / I \ ` HIGH-DENSITY CONSTRUCTION SITE. I FENCE OR APPROVED EQUAL AREA WITHIN TREE PROTECTION 20. CONTRACTOR SHALL PROVIDE TEMPORARY INLET PROTECTION BEYOND THE LIMITS OF DISTURBED AREA ,AS PROPERTY AREA... . .. .................. 21,051.73 SF(0.48 Acres) fENTRANCE(TY ROPOSED CONSTRUCTION ZONE TO REMAIN UNDISTURBED NECESSARY TO PREVENT SILT AND DEBRIS FROM CONSTRUCTION ACTIVITIES GETTING INTO ANY DRAINAGE SYSTEM \ 6'LONG WOOD OR STEEL DURING CONSTRUCTION / P.) TOTAL DISTURBED AREA.................. 13,343.95 SF(0.306 Acres) FOR WHICH THE PROJECT IMPACTS. FENCE POSTS. POSTS SHALL BE SPACED HORIZONTALLY 8' . / \ EXISTING IMPERVIOUS AREA 8,987.46 SF(0.206 Acres) 21. CONTRACTOR SHALL LOCATE CONCRETE WASHOUT AREA, STOCKPILE AREA, AND CONSTRUCTION WASTE MATERIAL "> .: ,;t r ;{s;--`- 5 03/30/2022 AP UPDATE LIGHTING ON CENTER MAXIMUM. , �`5 ) / \ `'"'y'3;;-<' STORAGE AREAS SO AS TO MINIMIZE EXPOSURE TO STORMWATER. CONSTRUCTION WASTE SHALL BE IMMEDIATELY / PERVIOUS AREA 12,064.27 SF(0.277 Acres) PLACED IN ON-SITE STORAGE CONTAINERS UNTIL READY FOR OFF-SITE DISPOSAL.CONTRACTOR SHALL MAINTAIN SPILL 4 03/09/2022 PD REV.PER TOWN COMMENTS \ ` 4' PREVENTION&RESPONSE EQUIPMENT AND MAKE AVAILABLE ON-SITE . AREA OF SITE mot`;. r'^ -' <';"s AREA OF SITE 0 SIT FOR USE BY CONTRACTOR'S EMPLOYEES TRAINED PROPOSED IMPERVIOUS AREA 12,076.37 SF(0.277 Acres} ><�: ..��.>-. , ...,G- \ ' E` ;; .:!",, " i;r ,_ " IN THE APPLICATION OF SPELL PREVENTION&RESPONSE PROCEDURES. 3 09101/2021 PD SUBMISSION TO PLANNING DEPARTMENT `� CONSTRUCTION ,. CONSTRUCTION PERVIOUS AREA 8,975.36 SF(0.206 Acres) 2, 22. CONTRACTOR SHALL IDENTIFY LOCATION OF WASTE CONTAINERS,FUEL STORAGE TANKS,CONCRETE WASHOUT AREAS 2 06116/2021 PD REVISED SITE LAYOUT AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED ON THE PLAN. 1 02/20/2020 LC REVISED PARKING LAYOUT \ TREE PROTECTION FENCE NOTES: 23. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND IT IS THE NO. DATE BY DESCRIPTION wE I ♦ '� 1. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR PROPOSED LIMITS OF RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. I� �° II _,�---• ' --~ DISTURBANCE. 24. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: REVISIONS d 2. CONSTRUCTION VEHICLES TO STAY AS FAR AS POSSIBLE FROM TREE PROTECTION FENCE TO PREVENT a. STABILIZED CONSTRUCTION ENTRANCE/EXIT-A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE!EXIT SHALL BE ttlCOMPACTION OF TREE ROOTS. ) L- ' �6, INSTALLED AT THE DRIVEWAY ALONG THE EAST SIDE OF THE PROPERTY;THIS AREA SHALL BE GRADED SO THAT 9T TREE PROTECTION FENCE RUNOFF WATER WILL BE RETAINED ON-SITE. T •"® r°j. --' b. INLET PROTECTION-IMMEDIATELY INSTALL FOR EACH INLET AS DRAINAGE STRUCTURES ARE INSTALLED. N.T.S. c. DUST CONTROL-STOCKPILES OF SOIL SHOULD BE LIMITED TO 15'MAXIMUM HEIGHT AND REMOVED OR UTILIZED ' ♦ ,a „ FOR SITE CONSTRUCTION AS SOON AS PRACTICABLE. SHOULD EXCESSIVE DUST BE GENERATED, THE I S5�°gQ'QO W GRAPHIC SCALE CONTRACTOR SHALL APPLY WATER TO BARE SOIL SURFACES TO MINIMIZE BLOWING DUST. a0 �- 20 0 10 20 40 so 25. THE RIGHT-OF-WAY IS NOT TO BE USED FOR STORAGE OR STAGING OF EQUIPMENT OR MATERIALS DURING ' ':°• oADCONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THE RIGHT-OF-WAY DURING CONSTRUCTION AND SHOULD INSTALL FENCING ALONG THE PROPERTYS FRONTAGE TO LIMIT ACCESS FOR :. n _rw CONSTRUCTION VEHICLES TO DEFINED POINTS OF INGRESS/EGRESS. CIVIL 25 ) E ( IN FEET ) 26. 1N AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS PERMANENTLY OR TEMPORARILY EXISTING DISTURBED AREA WILL 4 At VT c 66 BLUE Po11VT ROAo, UNIT s g 0 1 inch = 20 ft. NOT BE DISTURBED AGAIN WITHIN 14 CALENDAR DAYS OF THE PREVIOUS SOIL DISTURBANCE)CEASED,THE APPLICATION M 0 LT 9 V I L LE N E W YORK K �j Y,S t D E ) OF SOIL STABILIZATION MEASURES MUST BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED 0 11742 ( 1� w 1 WITHIN FOURTEEN(14)DAYS FROM THE DATE THE CURRENT SOIL DISTURBANCE ACTIVITY CEASED. (6 31) 9 61-0 5 0 B 6 www.KeyCivilEngineering.com 2" PROJECT NAME 1/8"0 STEEL WIRE -- INLET PROTECTION TYPES AND USES y I I I I EROSION CONTROL COVER \ � �.�� EXISTING PAVEMENT - - 1 STAPLES(2 PER 8'MIN /�y STAPLE DETAIL STOCKPILE PERIMETER �� i ��1(MAX) LOT EXV TYPE EXAMPLE USAGE NOTES �50'MfN. 3 BALE,TYP.) B - - B SEDIMENT CONTROL �� 10'-0"MIN. S• .� / = STOCKPILED �'� EXISTING DENTIST OFFICE z 1 10 MIL PLASTIC - 10 MIL PLASTIC LINING z - (SILT FENCE SHOWN) �w�� (TYP.) FABRIC PLACED o - MATERIAL {ice, 14695 MAIN ROAD MATTITUCK, NY 11952 THIS METHOD OF INLET PROTECTION IS NOT LINING BINDING � w / \� TOWN SOUTHOLD, COUNTY OF SUFFOLK 0 UNDER INLET NOT PERMITTED �� - - GRATE ACCEPTABLE. MOUNTABLE BERM z WIRE °' �� EXISTING GROUND FILTER CLOTH (OPTIONAL) N - - /�/ MAXIMUM SIDE SLOPES OF 2:1. UNDER STONE PROFILE91 `� STRAW BALE SANDBAGS \ v DIST.:1000, SECT.: 114, BLOCK: 8, LOT: 5,ZONE RO EXCAVATED DURING INITIAL OVERLOT GRADING NATIVE MATERIAL " OR CONCRETE I DROP INLET AFTER THE STORM DRAIN TRUNK IS MINIMUM DEPTH 1 FOOT. BLOCK TYP.) i t t t DRAWING TITLE PROTECTION INSTALLED MAXIMUM DEPTH 2 FEET. 50'MIN. 21VAH MAX SLOPE) WOOD OR METAL STAKES CONTAIN 900 CF PER TRIBUTARY ACRE. C� MAX SLOPE OF 1%OF SURROUNDING AREA. SECTION B-B (2 PER BALE) PLAN STOCKPILE NOTES: SOIL LEROSION FABRIC DROP DURING FINAL ELEVATION GRADING 1.5'MAX UN-REINFORCED HEIGHT OF FABRIC. EXISTING GROUND II INLET PHASES AFTER THE STORM DRAIN CONCRETE AND GROUT WASTE MANAGEMENT: 1. STOCKPILE MANAGEMENT INCLUDES MEASURES TO MINIMIZE EROSION AND SEDIMENT TRANSPORT FROM SOILS OR MAINTAIN OVERFLOW TO DROP INTO THE F- PROTECTION SYSTEM IS COMPLETED �� c� Z 1. ALL WASH OFF AND NON-SOLID CONCRETE AND GROUT WASTE MUST BE CONTAINED IN AN EXCAVATED OR ABOVE OTHER ERODIBLE MATERIALS STORED AT THE CONSTRUCTION SITE. SPECIAL ATTENTION SHOULD BE GIVEN TO ®I T CONTROL PLAN DROP INLET. z I- IIZMIN. z W GROUND LINED CONSTRUCTED PIT. STOCKPILES IN CLOSE PROXIMITY TO NATURAL OR MANMADE STORM SYSTEMS. PROTECTION OF STOCKPILES IS A MINIMUM STONE BARRIER HEIGHT OF 1'. N x > 2. THIS FACILITY WILL RECEIVE ALL WASH WATER FROM THE CLEANING OF CHUTES,MIXERS,HOPPERS,VIBRATORS, YEAR-ROUND REQUIREMENT. STONE&BLOCK DURING THE INITIAL AND INTERMEDIATE MAXIMUM STONE BARRIER HEIGHT OF 21. PLACING EQUIPMENT, TROWELS, AND SCREEDS. UNDER NO CIRCUMSTANCES WILL WASH WATER FROM THESE 2. THIS DETAIL DOES NOT APPLY TO CONTAMINATED MATERIALS WHICH REQUIRE ADDITIONAL MEASURES. III DROP INLET OVERLOT GRADING OF A DO NOT USE MORTAR. EXPOSE 6"OF FILTER CLOTH z OPERATIONS BE ALLOWED TO INFILTRATE INTO THE SOIL OR ENTER SURFACE WATERS OR STOMWATER 3. LOCATE STOCKPILES AS FAR AWAY FROM BODIES OF WATER,INFILTRATION AREAS,INLETS,AND OTHER DRAINAGE DATE: 06/16/2021 PROTECTION CONSTRUCTION SITE LIMIT HEIGHT TO PREVENT PONDING OR ALONG BOTH SIDES MANAGEMENT FACILITIES. SYSTEM COMPONENTS AS POSSIBLE SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE BYPASS FLOW. PLAN VIEW o 3. CAPACITY-SIZE FACILITY TO CONTAIN SOLIDS,WASH WATER,AND RAINFALL. WASH WATER SHALL BE ESTIMATED ENVIRONMENTAL DAMAGE. SCALE: 1" =20' BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS AT 1 CUBIC FOOT PER CHUTE AND 7 CUBIC FEET PER 4. WEEDS SHOULD NOT BE ALLOWED TO GROW ON STOCKPILES. USED AFTER PAVEMENT USE WITH UPSTREAM BUFFER STRIPS AND HOPPER OF THE CONCRETE PUMP TRUCK AND/OR DISCHARGING DRUM. 5. WHEN THE STOCKPILE IS NO LONGER NEEDED,PROPERLY DISPOSE OF EXCESS MATERIALS AND RE-VEGETATE OR PAVED SURFACE WITH TEMPORARY SURFACE STABILIZATION. 4. LOCATION-LOCATE FACILITY FOR ACCESS BY TRUCKS AND AS FAR AS POSSIBLE FROM DRAINAGE SWALES,STORM OTHERWISE STABILIZE THE GROUND SURFACE WHERE THE STOCKPILE WAS LOCATED. PROJECT NUMBER: 19195 CONSTRUCTION HAS BEEN DONE WHILE STABILIZED CONSTRUCTION ACCESS NOTES: IV INLET PLACE AT INLET PERIMETER OR BEYOND. DRAIN INLETS,WETLANDS,STREAMS AND OTHER SURFACE WATERS AND WHERE POSSIBLE,A MINIMUM OF 100 FEET 6. FOR STOCKPILES MAINTAINED FOR MORE THAN ONE DAY,A SEDIMENT CONTROL SYSTEM, CONSISTING OF SILT ®' FINAL GRADING AND SOIL 1. STONE SIZE-USE S INCH STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. AWAY FROM SUCH. PREVENT SURFACE RUNOFF FROM ENTERING THE STRUCTURE. SIGNS SHALL BE PLACED TO FENCING OR COIR LOG,SHALL BE INSTALLED AND MAINTAINED ON DOWNHILL SIDES TO CONTAIN MATERIAL. C I !0 DRAWING BY: PD PROTECTION STABILIZATION IS OCCURRING INTEGRATE TRAFFIC SAFETY. 2, LENGTH-NOT LESS THAN 5D FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH E __ --- FABRIC NOT CAUSE FLOODING OR BYPASS FLOW. WOULD APPLY). DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS DISCHARGED. 6.1. FOR TEMPORARY STOCKPILES ON THE INTERIOR PORTION OF A CONSTRUCTION SITE,WHERE OTHER --_._ FABRIC WILL EQUAL OR EXCEED THE 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. 5. LINER-PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 MILS WITH NO HOLES OR TEARS,AND ANCHORED DOWN-GRADIENT CONTROLS,INCLUDING PERIMETER CONTROL,ARE IN PLACE,STOCKPILE PERIMETER r-- C CHECKED BY: JP INSTALLED AND ANCHORED IN PERFORMANCE STANDARD FOR THE SILT 4. WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS BEYOND THE TOP OF THE PIT WITH STAPLES AS SHOWN, AN EARTHEN BERM, SAND BAGS, STONE, OR OTHER CONTROLS MAY NOT BE REQUIRED. APR 0 5 2022 MANUFACTURED STRUCTURAL APPURTENANCE. 6.2. PROTECT ALL STOCKPILES FROM STORMWATER RUN-ON. ACCORDANCE WITH THE FENCE FABRIC. THE INSERTS WILL BE OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. L-_- APPROVED BY: Jp V INSERT INLET MANUFACTURERS RECOMMENDATIONS INSTALLED TO PRESERVE A MINIMUM OF 50% 5. GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. PRE-FABRICATED WASHOUTS MAY BE USED IF THEY ENSURE THE CAPTURE AND CONTAINMENT OF THE WASTE 6.3. FOR STOCKPILES IN ACTIVE USE,PROVIDE A STABILIZED DESIGNATED ACCESS POINT ON THE UPGRADIENT Sautho1 Town PROTECTION AND DESIGN DETAILS OF THE OPEN UNOBSTRUCTED DESIGN FLOW 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED WASH AND BE SIZED BASED AS ABOVE. SIDE OF THE STOCKPILE. TO THIS AREA OF THE STORM DRAIN INLET OPENING. 7. MAINTENANCE: 6.4. SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-THIRD(113)OF THE BARRIER Planning Board SEAL SIGNATURE: ALTERATION C ADDITIONCENSE BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. DOCUMENT EXCEPT erALICENSED 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR 7.1. ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE HEIGHT. PROFESSIONAL ENGINEER IS A DEACTIVATED AND REPAIRED OR REPLACED IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED 6.5. INSPECT STOCKPILE SEDIMENT CONTROL SYSTEM IMMEDIATELY AFTER MODIFYING STOCKPILE. VIOLATION , SECTION 7 Y INLET PROTECTION NOTES: 09, FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRACKED -��OF(V r\ SUB-DIVISION 2,OF THE NEW YORK ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. OVER HARDENED CONCRETE SHOULD BE PUMPED TO A STABILIZED AREA,SUCH AS A GRASS FILTER STRIP. 6.6. REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED,OR AS DIRECTED BY THE P _` STATE EDUCATION LAW. 1. CONTRACTOR MAY USE THE TYPE SUITABLE FOR THE SITUATION AND THEIR MEANS AND METHODS UNLESS 7.2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75%OF THE STORAGE CAPACITY OF THE ENGINEER,TO KEEP THEM FUNCTIONING PROPERLY. 4 4•% �10A R.PFR )- 8. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN Q NOTED OTHERWISE ON PLAN. CONTRACTOR MUST SUBMIT SPECIFICATION OF ANY TYPE V TO ENGINEER STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND 7. FOR STOCKPILES INACTIVE FOR MORE THAN 14 DAYS, STABILIZE THE STOCKPILE TO PREVENT SEDIMENT PC, ��L 'p DRAWING No: BEFORE USE. APPROVED SEDIMENT TRAPPING DEVICE. CITY -• 2. THE DRAINAGE AREA FOR A STORM DRAIN INLET WITH INLET PROTECTION SHALL NOT EXCEED 1 ACRE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROPERLY DISPOSED OF OFF SITE. TRANSPORT USING AN EROSION CONTROL SYSTEM,CONSISTING OF TEMPORARY SEEDING AND MULCHING,PLASTIC O(yE C�! r 7.3. DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION/DEMOLITION LANDFILL. ON-SITE 1 GEOTEXTILE COVERING,SOIL BINDERS,OR EROSION CONTROL BLANKETS. USE OF MULCH OR SOIL BINDERS ONLY 10.CONTRACTOR TO ENSURE THAT THE TRACKING PREVENTION REMAINS EFFECTIVE DURING ALL CONSTRUCTION ` � � v O 3. IMMEDIATELY INSTALL INLET PROTECTION WHEN A STORM DRAIN INLET IS CONSTRUCTED. DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. IS ACCEPTABLE IF THE STOCKPILE WILL BE IN PLACE FOR NO MORE THAN 60 DAYS. 3 '��p z m NOTE A ,- ED 4. EROSION CONTROUTEMPORARY STABILIZATION MEASURES MUST BE IMPLEMENTED ON THE DISTURBED PHASES. IN THAT CASE,THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED,OR BURIED AND COVERED WITH A MINIMUM 8. IMPLEMENT DUST CONTROL PRACICES AS APPROPRIATE ON ALL STOCKPILED MATERIAL. DRAINAGE AREA TRIBUTARY TO THE INLET. 11. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS,DITCHES,OR WATERCOURSES. z 5. TYPE IV INLET PROTECTION PRACTICES INCLUDE COMPOST FILTER SOCKS,GEO-TUBES FILLED WITH BALLAST, 12. CONTRACTOR TO RELOCATE TRACKING PADS AS NECESSARY. OF 2 FEET OF CLEAN COMPACTED EARTHFILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. `� �!t a _•all �C/ 7.4. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. (� M" Q� A,n AND OTHER APPROVED EQUAL MANUFACTURED SURFACE BARRIERS, 13. EXPOSE 6"END OF FILTER CLOTH ON BOTH OF THE LONGER SIDES FOR THE ENTIRE LENGTH. o m �Y �C/ i 7.5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN c g i 6. TYPE V INLET PROTECTION PRACTICES INCLUDE DANDY SACK,FLEXSTORM CATCH-IT,ULTRATECH ULTRA-DRAIN NON-DESIGNATED AREAS. 9<C- O�� 5 GUARD,AND OTHER APPROVED EQUAL MANUFACTURED INLET INSERT. Off) INLET PROTECTION STABILIZED CONSTRUCTION ACCESS CONCRETE AND GROUT WASTE MANAGEMENT MATERIAL STOCKPILE N.T.S. N.T.S. N.T.S. N.T.S. JA YN PERANTEAU, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER 1083937 5 OF 6 Y:U(ey Civil\Pro ects12019119195_Mancini_14695 Main Road-Mattituckorawingsxey Civi1119195_2022.03.30_SPP5.dwg USE RIBBED SIGN SAVER PLATES WHER (> ' V X V-6"X 0.8 ALUM."NO STOPPING ANYTIME" SIGN THICKNESS IS LESS THAN 12 HEAVY DUTY GRAY IRON(CL35)DRAINAGE STRUCTURE SET BY EJ SIGN(NYR 7-4)TO BE INSTALLED PROPOSED GAUGE(0.080"80 MIL)AND SIGN IS ROUND GRATE SET MODEL No.:V3600-3 RG V3600 CV UND IN FRONT OF PARKING AISLE "NO PARKING ANYTIME"SIGN ROUND COVER SET MODEL No.:V1600-3 RG REVICPH2 CV UND NO WHITE BACKGROUND MOUNTED TO OPEN SIDE OF U CHANNEL 1/4"x 1/2"STAINLESS STEEL OR PROPOSED ACCESSIBLE"RESERVED POS GALVANIZED BOLTS,GALVANIZED OR APPROVED EQUALS 1.5"COMPACTED WEARING COURSE PARKING"SIGN&"VAN ACCESSIBLE"SIGN PROPOSED CURB LINE ALUMINUM SIGN(S WASHERS,AND STAINLESS FULL DEPTH VERTICAL SAW CUT (NYSDCT TYPE 6F) PARKING \� IS E ANY RED TEXT (NP) STEEL TAMPER PROOF NUTS $ 481,\ MEET EXISTING FLUSH WITH NO TRIPPING HAZAR f TACK COAT SIDE OF TIME EXISTING ASPHALT PAVEMENT TO REMAI THIS SIGN TYPICAL AT ALL 8'WIDE 4"WIDE PAINTED ALVANIZED U CHANNEL POST Matt1tUCk•CUtChog �� EXISTING ASPHALT NYR 7-4 ADA STRIPED ACCESS AISLE 4"WIDE PAINTE STRIPE(WHITE) z z i 8" 2'-0" JC.Sr High SC II 0 0 (WHERE SIGNS ARE MOUNTED 90 \ STRIPE(BLUE)(TYP.) 0.5 o z a DEGREES TO EACH OTHER,A 1'-O"X 1'-6"X 0.8 ALUM."RESERVED PARKING" Ca w = ;of SQUARE POST MAYBE USED) ca - _ e _ - - � i Y I I SIGN(MUTCD R7-8(MOD.))BOLT TO STEEL TUBE -I _ W/3/8"CADMIUM PLATED BOLTS,NUTS,AND WASHERS. J (:-III-I I RESERVED rn O ti > � PARKING GREEN LETTERS "' O V o `z r • COLORS: PAINTED ACCESSIBLE TOP OF GRADE NOTES 2,j 2.5"COMPACTED ASPHALT BINDER/ AZURE BLUE ALL COLORS TO BE NON-REFLECTORIZED SYMBOL TYP(BLUE) • `L 1. MANHOLE TO SUPPORT H-20 TRAFFIC LOADING PLAN 9G 2. CONCRETE STRENGTH 4,000 PSI 28 DAYS Our°Lady of Good Fy Marrratooka s' COURSE(NYSDOT TYPE 3) • LEGEND&BORDER............... GREEN °� .,m , .,_i 3. REBAR TO BE ASTM A-615 GRADE 60 RAME AND GRATE Counsel Church Pond WHITE BACKGROUND t 6"DENSE GRADED AGGREGATE BASE BACKGROUND........................ WHITE 12"MIN.SUBGRADE COMPACTED 4. WELDED WIRE FABRIC ASTM A-185 s COURSE NYSDOT TYPE 2 van { ) � 6"X 12""VAN ACCESSIBLE" SYMBOL.................................. WHITE VARIES 9'0" � \\ ¢ TO 95%STANDARD PROCTOR ACCESSIBLE . SYMBOL BACKGROUND BLUE 8 6"~ SEE PLAN -(TYP) \ PRECAST �3y RpPO SIGN(MUTCD R7-8p) NOTE: ! /\\\\ 12 MIN CONCRETE COLLAR MP�N y r' MUTCD R7-8 24"MAX ALL PAVEMENT MARKINGS SHALL MEET MUTCD STANDARDS AND SPECIFICATIONS. / / /\ PAVEMENT SECTION NOTES: �V �\ I �/\\\� t i t u c I4 �w € I � ; 1, ACCESSIBLE PARKING SIGN SHALL CONFORM WITH CURRENT FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS. TYPICAL PICL PAINTED STANDARD AND ACCESSIBLE STRIPING AREA DETAIL M / ' ' N.T.S. 2. VAN ACCESSIBLE SIGN SHALL CONFORM WITH CURRENT FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS. Ve N.T.S. /\ OST INSTALLED IN 6"DIAMETER 7" LBW Suffolk N %3TE 3. MINIMUM SIGN MOUNTING HEIGHT SHALL BE 60"MEASURED FROM BOTTOM OF LOWEST SIGN TO THE PARKING FLOOR. \\ I ( �� CONCRETE SONOTUBE,3' x- �� r MINIMUM EMBEDMENT DEPTH 12" F ACCESSIBLE RESERVED PARKING, VAN ACCESSIBLE & Si u-L1 8"WALL -� 48"O NO PARKING ANYTIME SIGN DETAILS 12" VICINITY MAP SIGN AND POST NOTES: N.T.S. 1. WALL OR FENCE MOUNTED SIGNS SHALL BE 14 GAUGE ALUMINUM(0.06',60 w 1"=1,000' MIL)THICKNESS. OTHER SIGNS SHALL BE MINIMUM 14 GAUGE THICKNESS. ¢ STEPS AT 12"O.C. 2. MINIMUM OF 10 GAUGE ALUMINUM(0.10",100 MIL)THICKNESS FOR SIGNS GREATER THAN 2 SQUARE FEET IN AREA, PROJECT DATA 1-1/2" 3. SIGNS TO BE MOUNTED ON THE SAME POST ARE CALLED OUT IN ORDER FROM TOP TO BOTTOM. I APPLICANT.................................. DR.MICHAEL KAMPOURAKIS 6"0 STEEL PIPE FILLED WIT SIGN AND POST I 12"SUMP MIN. 14695 MAIN ROAD CONCRETE AND PAINTED YELLOW MATT TUCK,NY 11952 ' I 6"4,000 PSI AIR ENTRAINED 6"NYSDOT TYPE 2 SUB-BASE N.T.S. ... OWNER....................................... NANK HOLDINGS LLC CONCRETE WITH 6x6-W1OXW10 WELDED WIRE FABRIC 3" ': '• 14695 MAIN ROAD MATTITUCK,NY 11952 • BLU *. ' TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 8,Lot 5 18" y .. SQUARE .._ : . '` e•. • N o SECTION SITE AREA.................................. 21,051.73 SF(0.48 Acres) N • ..,'� - CONCRETE CURB WALL DETAIL NOTES n CURRENT ZONING..................... RO PACTED SUBGRADE//\\//\\//\\// /\\//\\/ I 4°-0"0 PRECAST CONCRETE CATCH BASIN/MANHOLE DETAIL PROPOSED ZONING.................. NO CHANGE 1..THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS,AND COORDINATE WITH ALL CONTRACT DRAWINGS,PROJECT /. /\/\. ' ": N.T.S. CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) SEALANT SHOP DRAWINGS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. IF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND DESIGN CONCRETE SLAB DETAIL 12" PLANS ARISE,THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. PROPOSED USE......................... NO CHANGE 2IN GRADE •' ' GRADE 2. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES,STRUCTURES,BUILDINGS,AND UTILITY LINES FROM ALL DAMAGE. EXISTING FOOTPRINT............... 1,795.64 SF(INCLUDING GARAGE) N.T.S. " •- (MIN.) DUTY GRAY IRON(CL35)DRAINAGE STRUCTURE SETS BY EJ EXISTING GROSS LOCATE A7 EDGE OF PARKING SPACE \,;: ,, '" " :jr. 3. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. EL No.:V3600-3 RG V3600 CV UND FLOOR AREA................................ 2' ROUND GRATE SET MOD 150 SF ROUND COVER SET MODEL No.:V1600-3 RG REV/CPH2 CV UND ACCESSIBLE SYMBOL 4. THE CONTRACTOR SHALL BE RESPONSIELE FOR ADEQUATE PROTECTION OF ALL EXCAVATION SLOPES,WHERE NECESSARY,SHEETING CONCRETE CHIMNEY OR OR APPROVED EQUALS SOILS OR AND SHORING OF EXCAVATION SHALL BE PROVIDED WITH ALL REQUIRED TIE BACKS AND BRACING. METHODS EMPLOYED IN ALL BRICK ADJUSTMENT FOR PARKING SPACE 6"0 STANDARD STEEL PIPE----' ",;, z COMPACTED FILL.ALL FILL SHEETING AND SHORING SHALL BE DESIGNED BY THE CONTRACTOR'S PROFESSIONAL ENGINEER LICENSED IN NEW YORK STATE. FINISHED GRADE PROJECT SCOPE N.T.S. FILLED WITH CONCRETE SHALL BE COMPACTED TO 95/o a, MAXIMUM MODIFIED DRY 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING INSPECTIONS ACCORDING TO GOVERNING BUILDING CODES. }. •• EXPANSION INTO REARYARD FOR 10 ADDITIONAL PARKING STALLS DENSITY PER ASTM D1557 z '� + •'• ' .• "CONCRETE TOP TOSUPPORT H-20 INCLUDING NEW SITE DRAINAGE,LANDSCAPING AND LIGHTING. AUGERED OR FORMED CAST-IN-PLACE °• :.; PLACED IN 12"LOOSE LIFTS 6. IF CONDITIONS IN THE FIELD ARE DIFFERENT THAN THOSE INDICATED ON THE CONTRACT DOCUMENTS OR DESIGN CALCULATIONS,THE 24" q q VEHICULAR LOADING,4000 PSI AT 28 DAYS CONCRETE PIER FOUNDATION.4,000 ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 12"0 CPP @ 1.00°/"MIN. K PSI AIR-ENTRAINED CONCRETE 7. NO REVISIONS,ALTERNATES,OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL ALL WALL SECTIONS&TOPS SHALL 3"GRANULAR BASE-,,, z'• FROM THE ENGINEER AND OWNER. BOARD ON BOARD CEDARBE SET IN A BED OF MORTAR SIDING,SOLID STAIN %<`tiws 8. STRUCTURAL CONCRETE AND CONCRETNG PRACTICES SHALL CONFORM WITH ACI-318,"BUILDING CODE REQUIREMENTS FOR 9"0 STRUCTURAL CONCRETE." DETAILS SHALL BE IN ACCORDANCE WITH ACI-315,"MANUAL OF STANDARD PRACTICE: DETAILS AND BACKFILL UNDER,AROUND AND TOP OF DRYWELL DETAILING OF CONCRETE REINFORCEMENT." FORMWORK SHALL CONFORM WITH ACI-347,"GUIDE TO FORMWORK FOR CONCRETE," WITH CLEAN GRANULAR GRAVEL AND SAND ® ® ® ® ® 9321 . WITH 60 .RINGS SHALL IL WRAPPED BOLLARD DETAIL UNLESS OTHERWISE NOTED ON THE CONTRACT DOCUMENTS. WITH fiOZ.MIN.GEOTEXTILE FILTER FABRIC N.T.S. 9. CONCRETE SHALL BE NORMAL WEIGHT STONE AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. ALL REAR ELEVATION DESIGN MIXES SHALL BE PROPORTIONED IN ACCORDANCE TO SECTION 5.3,"PROPORTIONING ON THE BASIS OF FIELD EXPERIENCE v, 10 0 AND/OR TRIAL MIXTURES"OF ACI-318. - ® ® ® ® ® I`-" T-' ®o® ® ® ® ID 3 10.CONCRETE SHALL HAVE A SLUMP NOGREATER THAN 4"TO WITHIN A TOLERANCE OF 1'. 07® ® ® ® 1=3 ® 5 03130/2022 AP UPDATE LIGHTING . % In LU BOARD ON BOARD CEDAR !. '", a . : 11.EXPOSED CONCRETE SHALL BE AIR ENTRAINED,6%(WITHIN 1%TOLERANCE),CONFORMING TO ASTM C 260. ` ® ® r ® ® (0�j ® \ 4 03/09/2022 PD REV.PER TOWN COMMENTS SIDING,SOLID STAIN • ' 12.CONCRETE SHALL BE CONSOLIDATED IN PLACE USING AN INTERNAL VIBRATOR. ca 3 09/01/2021 PD SUBMISSION TO PLANNING DEPARTMENT a ^ •j ® ® ® ® ® 1��1 .�.::•PITCHSLAB .. " ^.'.. .':;'�..�.a. .� O / w �\ O ,•TO DOORS ?• :•• 13. REINFORCING STEEL BARS SHALL BE BILLET STEEL CONFORMING TO ASTM A 615,GRADE 60. ALL REINFORCEMENT SHALL BE SECURELY m ET ® ® r ® ® > 2 06/16/2021 PD REVISED SITE LAYOUT • .; :':. : : HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED,ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR \ \� d'• ••7• •`, d�.• : : '• •d•.' .a ;..; TO FURNISH SUPPORT FOR ALL BARS. BAR SUPPORTS IN CONTACT WITH EXPOSED SURFACES SHALL BE PLASTIC TIPPED. ALL \� ® ® ® ® ® ® /' 1 02/20/2020 LC REVISED PARKING LAYOUT SIDE ELEVATION GATE FRAME 2.25"x2.25"x1/4" d. •!. •:. :. '. ACCESSORIES SHALL BE GALVANIZED. w STL.ANGLE WI DIAL.BRACING "• ° • 'A•..;• 'd".'. �: ® ® ® NO. DATE BY DESCRIPTION ° • . - 14.ALL SPLICES OF REINFORCING BARS Na INDICATED ARE TO BE LTS AS PER THE REINFORCING SPLICE SCHEDULE OR 40 BAR FROM ALL CORNERS ,'.. :.. ,'.. . . . . .. ,.•. .:: 1010 • ;: DIAMETERS. DISCONTINUOUS ENDS OF CONTINUOUS BARS SHALL BE STANDARD HOOKS. ® u�l ® ® 3'0"MIN REVISIONS •°J' WOODEN FENCE ...: .: ,: \ In ` ENCLOSURE ° •`. : ` :.: ; •' ;; 15.CONCRETE FOOTING SHALL CURE FOR AMINIMUM OF 3-DAYS PRIOR TO THE INSTALLATION OF THE HIGH CURB WALL. In IRV HEAVY DUTY GATE ( I CEDAR SIDING HARDWARE,TYP. 4 :•. .' a 16.WALL SHALL NOT BE BACKFILLED UNTIL CONCRETE HAS ATTAINED 28 DAY STRENGTH. .. d. ` .. ' ' ' GROUNDWATER � - , H.D.CANE BOLT WI , 4.' °... .: ti 17,EXPANSION JOINT THROUGH THE ENTIRE WALL SHALL BE PROVIDED AT EQUAL DISTANCES OF NOT MORE THAN 15 FT.JOINTS SHALL BE 4"MIN. FILLED WITH PREFORMED EXPANSION JOINT FILLER, THE JOINT SHALL BE RECESSED 1!4"FROM THE TOP AND ALL EXPOSED HANGER,TYP. oe •,. ;,_ ;tl `'' n r WALL FACES.CAULKING SHALL BE PROVDED ABOVE EXPANSION JOINT,FLUSH WITH TOP AND ALL EXPOSED WALL FACES. 6-0 . N "MIN.PENETRATION INTO A VIRGI STRATA OF SAND AND GRAVEL o FRONT ELEVATION ° :d! , • . ' °; :y • 9. !a'. " ..: ..t .•,.: "� NOTES: 1. LEACHING POOLS SHALL BE PRECAST CONCRETE CEMENT STRUCTURES AS MANUFACTURED BY SUFFOLK PRECAST INC. TRASH ENCLOSURE ELEVATIONS TREAT ONCRETEPAD CEDAR BOARD F/N/S OR EQUIVALENT.SHOP DRAWINGS SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL N.T.S. GATES (M yE0 GRga 1l4"RADIU 1-112"RADIUS 2. ALL CONCRETE CEMENT USED IN THE MANUFACTURING OF PRECAST STRUCTURES SHALL DEVELOP A MINIMUM S S 4 BLUE POINT ROAD, UNIT B PLAIN. 33j SLOPCOMPRESSIVE STRENGTH OF 4000 P.S.I.IN 28 DAYS. I. OL.TSVII.,LE, NEW YORK 11742 N.T.S E) 3. SHOP DRAWINGS OF PRECAST MANHOLES&CATCH BASINS MUST BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL. (6 31) 5 51-0 5 0 B 8" 4. REQUESTS FOR DEVIATIONS FROM STANDARD DRAINAGE INSTALLATIONS SHOWN MUST BE MADE IN WRITING&MUST 2"TYP n INCLUDE DRAINAGE CALCULATIONS. www.KeyC.ivilEngineering.com 5. ALL DRAINAGE STRUCTURES SHALL BE PLACED IN ACCEPTABLE LEACHING SOILS AS APPROVED BY THE TOWN ENGINEER. IN THE EVENT POOR LEACHING MATERIALS IS ENCOUNTERED,EXCAVATION IS TO BE CONTINUED TO SUITABLE MATERIAL& PROJECT NAME BACK FILLED AS DETAILED. \COMPACTEDBACKFILL ON-SITE DR ELL DETAIL PROPPO'b"ED PARKING BOARD ON BOARD CEDAR SIDING, \ N.T.S. t �_I^�!� E SOLID STAIN M r F FINIS 4 a =_ ^; 2�22 1/4"RADIU 1-1/2"RADIUS No.4 REBAR CONTINUOUS EXCEPT v �+ (AfA)(33oStop "-8" THROUGH EXPANSION JOINTS AT L_ EXISTING DENTIST OFFICE TOP OF CURB =uumoid Town 14695 MAIN ROAD, MATTITUCK, NY 11952 PlanningBoard TOWN SOUTHOLD, COUNTY OF SUFFOLK / g, (- VARIES(6"MIN.T018"MAX) 1!4"RADIUS �-�� CONTINUOUS 2x8 \�\ \�/�/\ SEE GRADING,DRAINAGE, a DIST.:1000, SECT.: 114, BLOCK: 8, LOT: 5,ZONE RO BUMPER BOARD �� • &UTILITY PLAN ' 112"RADIUS EXPANSION JOINT FILLER WHERE No.3 REBAR CONTINUOUS nl ? CURB IS ADJACENT TO SIDEWALK. DRAWING TITLE EXCEPT THROUGH ,nl o EXPANSION JOINTS -t FINISHED GRADE FINISHED GRADE r' _ 6"DIA,BOLLARD,TYP. 4 i PAVEMENT 3L:: SITE DETAILS ASPHALT PAVEMENT (REFER TO �OMPACTED BACKFILL ASPHALT PAVEMENT(REFER TO GRADING&DRAINAGE PLAN FOR FINISH GRADE 1"BELOW TOP OF (SEE DETAIL THIS SHEET) \ \ \ \ GRADING&DRAINAGE PLAN FOR LOCATIONS) . ' \//\/\//\ CURB IN ALL LAWN AREAS.FLUSH \ LOCATIONS) CONCRETE 4000 PSI AT 28 DAYS- -"" AYS d IN ALL SIDEWALK AREAS. o -6"MIN COMPACTED 3/4"CLEAN e: , / DATE: 06/16/2021 WASHED STONE OR APPROVED N ' ' #50 BAR CONTINUOUS No.3 REBAR AT 04 / / / /�. "MIN COMPACTED 314"CLEAN �\/ �V, EQUAL : BETWEEN JOINTS / /\/ �\ \ WASHED STONE OR APPROVED No.4 REBAR AT 12"ON CENTER Q //�/ �\ \ SCALE: AS NOTED EJ Ij 12"ON CENTER \ EQUAL \ A I . ' ..• �,'.• Q GRADE o �\/ d Z ,. .•� PROJECT NUMBER: 19195 / •( d y • d. �� CONCRETE 400 9 CONCRETE 4000 PSI AT 28 DAYS //\//\ _�\\ PSI AT 28 DAYS OMPACTED BACKFILL No.4 REBAR CONTINUOUS EXCEPT (� DRAWING BY: pp THROUGH EXPANSION JOINTS \COMPACTED BACK I I /�/ I I I /�/ / / / /�\ 4 AT 12"ON CENTER CONCRETE CURB NOTES: CHECKED BY: JP . //\/ 1. CONCRETE SHALL BE A MONOLITHIC POUR,MUST USE FORMS FRONT AND REAR. /\/\ I • \\\ //� /, " No.3 REBAR CONTINUOUS \ 6"CONC.SLAB WI THICKENED ( I \/\ 1-0 2. CONCRETE TO CURE 14 DAYS MIN.BEFORE ROADWAY PAVING CAN BEGIN. EDGE SEE DETAIL THIS SHEET /iY/ /\ EXCEPT THROUGH XX 3. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL CONDITIONS SHALL BE BACKFILLED APPROVED BY: JP EXPANSION JOINTS " 2"x 3"KEY ( ) o.3 REBAR AT 12"ON CENTER p WITH 314"CLEAN CRUSHED STONE. 4. EXPANSION JOINTS TO BE S MIN.,15'MAX. SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED I ° /� 6x6 TREATED FENCE POST I I 5. EXPANSION JOINTS SHALL BE PROVIDED AT EQUAL DISTANCES OF NOT MORE THAN 15'AND AT ALL STORM SEWER PROFESSIONAL ENGINEER IS A /� 4'-0"INTO 12"0 CONC.PIER I I I I d VIOt.ATION OF SECTION 7209, 2"CLEAR(TYP) 3-(TYP) / INLETS. JOINTS SHALL BE FILLED WITH PREFORMED EXPANSION JOINT FILLER, 1I2" THICK. THE JOINT SHALL BE SUB-DIVISION 2.OF THE NEW YORK \ RECESSED 1/4"FROM THE TOP AND FRONT OF THE CONCRETE CURB.CAULKING SHALL BE PROVIDED ABOVE EXPANSION PEE OF NE STATE EDUCATION LAW. I I EXPOSE POST END J L r J / / %j\ % \\ \\\ \ JOINT,FLUSH WITH TOP OF CURB. �� R.P y rn 2'-6"MIN 6. PAVEMENT REPAIR TO BE PROVIDED AS NEEDED FOR CURB REPLACEMENT. p��N FA'Q,y �.p DRAWING No: PROVIDE MIN.8"DRAINABLE L-) PLACE ON UNDISTURBED SOIL 7. THE TOP OF CURB(AT THE OUTSIDE OR NON-EXPOSED FACE)AND THE FLOW LINE OF CONCRETE GUTTER SHALL NOT PLACE ON UNDISTURBED SOIL MATERIAL AT EXPOSED POST END CONCRETE CURB WALL DETAIL (TYPE 1) VARY MORE THAN 0.01 FT.FROM A 10 FT.STRAIGHT EDGE PLACED LONGITUDINALLY ALONG THE CURB OR AT THE FLOW r- b v0 LINE OF THE GUTTER. Gj NOT z ED o' n CONCRETE CURB ALL DETAIL (TYPE 11) 8. THE FACE OF CURB SHALL NOT VARY MORE THAN 0.03 FT. FROM A 10 FT. STRAIGHT EDGE PLACED LONGITUDINALLY m I' f TRASH ENCLOSURE SECTION FOR GRADE DIFFERENCES OF 6 TO -6MAX MAX N.T.S. FOR GRADE DIFFERENCES OF 'I -6 TO .;-O X ALONG THE FLOW LINE. N.T.S. 9. THE ELEVATION OF THE TOP OF CURB OR FLOW LINE OF GUTTER SHALL NOT VARY MORE THAN 0.02 FT.FROM THE TRUE , ""g'�"�- � � C�"6 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF N.T.S. ELEVATION LAID OUT IN THE FIELD BY THE ENGINEER. 0�7 RECORD FOR REVIEW PRIOR TO INSTALLATION OF CONCRETE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF DES IONP' TRASH ENCLOSURE DETAILS CURB WALL FOR GRADE DIFFERENCES OF 6"TO 1'-T RECORD FOR REVIEW PRIOR TO INSTALLATION OF CONCRETE CONCRETE CURB . CURB WALL FOR GRADE DIFFERENCES OF V-6"TO T-0" N.T.S. N.T.S. JACT PERANTEAU, Pt,, PAGE No: ---#EQI�YORK STATE PROFESSIONAL ENGINEER J083937 6 OF 6 Y:\Key Civil\Projects\2019\19195_Mancini_14695 Main Road_Matti;uck\Drawings\Key Civi1119195_2022.03.30_SPP5.dwg r 4 n N.c�.�. 5b H� iot��, GJ � T• Et ID b ' r Tj 1000 •� H4 og O5 0_W►4 SR DAL GX Pao t) M . � a a1, ,,�., _� �.1� 70H E `• 1c.a 1p,E5ti©aMTI,aL 07:rftcf, dt�E!Fto t . '4 &cAa5 / '21 s Cori 5,1F, -� W P>w:�p069= Mill-lC?� 51srp a _ �_ � _ I-OT COYERAC'-L -- t Pt>w we Rau I�Fr.�•� S�ST -r"L.� o�x� q� ��,p N �� ,. 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WINDOW WELL �- TRAFFIC SIGNAL POLE -E"-INLET TEST HOLE B/W BAY WINDOW �QJ UTILITY POLE ® YARD INLET TREE C/E CELLAR ENTRANCE >- GUY WIRE 0 YARD INLET SHRUB O/H OVERHANG c =4 UTILITY POLE W/LIGHT ® CABLE TV BOX 0 BOLLARD R/O ROOF OVER LIGHT POLE Z A/C UNIT A WETLAND FLAG L.S.A. LANDSCAPED AREA -� SIGN On ELECTRIC METER CANT. CANTILEVER D.C. DEPRESSED CURB TAX LOT 7 I LAND N/F JOHN LOPER 0 D ' FEN PUS. dry 2. 6'STOCKADE FEN 0.3' % N 4-0 30"E 89.16' g FEN P S z2.1 223'z"0' *z+.MIo6'STOIRADE FEN. ��-20� FEN v -10 3 / i2.0 1 0.7' 3.w-►*x.e7 .2+.3, .zt�/ ,zo.7o / �1.5' W R.R.T.WALL :2203 //21i i\ (2 WALL 'INS A8 PSRJ/Y vov, ae� 20.0 0.3' 20.09 Y 7B(ip y] * a2p.347 5/ 199>"\ x,9.0= II V / .20.11 �/ ` bli LINE AS PER �Cp �xl-i- �0."'0 ,,9.eD LIBE'R 12078 I" h3 1.211,91 x+v.ABPHALT I lave a le.57 /0a`+ *1.12 TAX LOT 3 PACE 8$8 \ i V 19.72 DRIVEWAY 19.24 9TAX -19.08 (�11' b �' TTV I CORC. 19�. ✓ N `V I e ,9I15 IA 1B.2 g.3/ I 68 0T xIN 2 .1a,e I�i� n.2' -i ■ / 1 54 x 17.Be ✓ I I Z 29 17-J 11. 1 n.a J 9 I I FEN 17.13�� 16.7 � 75 TOO x W,j 15.8� / ® x,.x*/ �--17- /"�. / !Z le. x 76.47 GAR / I / r test+e.e, /6 G.I.F• . T_-WALL _ e.m 74.0' 1 ,,,Se.28 / Ix 5.30 \ 16 /, 20.3 r 0.3 FRAME i *5.08 x 15.19 GARAGE .to ✓.+ -15\ G.1`115.22 d 5' I r gHALT 14.80 \ 'EWAY / �0.3L \ .,.2 20.5�V 1L95\ \ G I .,4.69 �\ 1 ,75.05 y` ' \Q63 O+13 ' .14.75 '9 I +, + + J �la p.37 .2,.26 \ ' TAX LOT 6 I x,,.,04.57 LANDy. J.N/F RONALD W. SCHWEIZER I bR 5�x a 11,8 I I `� *�' °` 2,., 4, , , DOROTHY SCHWEIZER �5.1,,.3B14 e, '`� MpG A4 [p, x :9 x, 17 W 3b.5 I N 20.9 I i ro + ,,,.e, 0 i----1 W I 9 z.54 ,21.54 TAX LOT 4 I; / Al K_ /+a J"�1�� LAND N/F JAMES HINSCH 2.1 ` 1 21.32,21.82 ' I '2 STORY FRAME;. ,1 STORY i 'I RESIDENCE j I I F.FU 16 87 y�(I �p m.1D RIDGE 42.54 21.2' 291 F_ -- -; 05 R/D 19., 20.09*� 20.55 I S E P 0 0 2021 I x 4.82 - . 1 x to .� �11.72 94 a .5 �,...n ' J Plan7l-1�I Board 14.66 r,� 59 F .48 x1 a17.55 's DRV W I x t,.v .m xi4.+♦ I_hk1 �\ r. v, Co ,14.27 Co' •\� x 15.271 x 14.72 II .148e Wc92 ow ` .J °RNEWP DRV / GONGJWP n' a'/Sf�,I,SI ,5.1 ' 9 DRV .3►* S f 03, I 80.00 S57°�� ov?p, t �M � Of / F11D 1 MON A TE 25) LOT AREA y'"� •Y.S• ROv DE) 21.0.4187AC..F. wi x 15.49 ` (664 x 15.87 GRAPHIC SCALE .'S.,7 GUARANTEED TO: 30 0 15 30 NANK HOLDINGS, INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY TO BANK, N.A., ISAOA/ATIMA ( IN FEET ) 1 inch = 30 ft. 2 03 24 2020 UTILITIES ADDED KL MJS * ALL ELEVATIONS REFER TO NAVD88' DATUM 1 02 27 2020 TOP" ADDED MO MJS FEV DATE DESCRIPTION BY CHK AFIL pF NERVY LICE ol SURVEY OF PROPERTY land surveying SITUATE mjslandsurvey.Com P: 631 -957-2400 MATTITUCK, TOWN OF SOUTHOLD � ti ' a �• SUFFOLK COUNTY, NEW YORK LAND cF�sFO �io DR.:MC CREW.:AL SCALE: 1" = 30' SUFFOLK TAX MAP N0. DATE SURVEYED:01/29/2019 JOB No.S19-0134 1000-114.00-08.00-005.000 (I�UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEA.IS A VIOATXNR OF SECTION 7209,SUB-DMSION 2.OF NEW YORK STATE EDUCATION LAW.(2)ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYORS ORIGIN"'WOW(AN OPINION. (3 CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS"DOPTED BY THE NEW YORN STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS INC.THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED.TO THE TITLE COMPANY.TO THE GOVERNMENTAL AGENCY.AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY'SURVEY MAP.(4)THE CERDFICATIONS HEREIN ARE NOT TRANSFERABLE.(5)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ME HOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED.IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ME SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ME NOT COVERED BY THIS SURVEY.(B)THE OFFSET(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ME MR A SPECIFIC PURPOSE AND USE AND THEREFORE ME NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETNNING WALLS.POOLS.PATIOS PLANTING AREAS.ADDITIONS TO BUILDINGS.AND ANY OTHER TYPE OF CONSTRUCTION.(7)PROPERTY CORNER MONUMENTS WERE NOT SET A4 PART OF THIS SURVEY.(8)THIS SURVEY WAS PERFORMED WRH A SPECTRA FOCUS 30 ROBOTIC TON.STATION. (9)THE EVSTENCE OF RIGHTS OF WAY MD/OR EASEMENTS OF RECORD IF ANY.NOT SHOWN ME NOT GUARMTEED. GENERAL SITE NOTES 1. UNSUITABLE MATERIAL,CONSTRUCTION DEBRIS,EXCESS SOILS,ETC.SHALL BE PROPERLY REMOVED AND DISPOSED OF c' BULK ZONING TABLE OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND LAWS. %.`••I' ZONING DISTRICT:RO 2. THE CONTRACTOR IS RESPONSIBLE TO TAKE EROSION CONTROL MEASURES NECESSARY IN ACCORDANCE WITH NYS f t�ITEM SECTION PERMITTEDIREQUIRED PROPOSED IS STANDARDS AND SPECIFICATIONS FOR EROSION&SEDIMENT CONTROL TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS t FROM WASHING ONTO ADJACENT ROADWAYS AND PROPERTIES. �b . 48 y I s' MINIMUM LOT AREA 280 40,000 SF 21,051.73 SF(0.48 ACRES) 3. ALL ON-SITE CONCRETE SHALL BE IN CONFORMANCE WITH ACI PROVISIONS. ALL CURBING SHALL BE CONCRETE UNLESS rt ATTACHMENT 3 OTHERWISE NOTED. MattltLt -CutchQg d , MINIMUM LOT WIDTH 150, 89.16' [E] 4. RELOCATION AND/OR REMOVAL OF EXISTING UTILITY POLES, TRAFFIC SIGNS, ETC., SHALL BE COORDINATED BY THE "Jt.St.High SCh J TAX LOT 7 LnMINIMUM LOT DEPTH 175' 216.28' CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFYING THEIR PRESENCE. m o MINIMUM FRONT YARD 59 48.6' [E] 5. CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE FREE Z I FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL DETERMINE LAND N F JOHN LOPER 71 MINIMUM SIDE YARD 15' 21.1' EXACT LOCATION AND EXTENT OF THE REQUIRED A a5 R QU ED S WCUTTING IN ORDER TO PERFORM THE WORKSCOPE DEPICTED ON PLA S. o t1` THE PLANS. TWO FT MINIMUM M U FROM CURBS PAD WALKS ,SAND WALL R S TO PERMIT PROPER COMPACTION F CO C 0 0 THE m � y SHED I YARDS MIN. 35' 49.7' G BOTH SIDE Y S REPLACED RFA ES.SU C 04.1F�Lc'i of C.iQCld F o x ' MINIMUM REAR YARD 59 137.7' Cof.nsel ChUrct�� 6' STOCKADE FEN. N74 07 30 E 89.16 6. REMOVAL INCLUDES, BUT IS NOT LIMITED TO, CURBING, PAVEMENT, UNSUITABLE MATERIALS, AND UNDERGROUND �" �� A �.� ABLE e MINIMUM LIVABLE PIPING. QUESTIONABLE ITEMS ENCOUNTERED(AB OVE OVE AND/OR BELOW GRADE SHALL BE BROUGHT TO THE ATTENTION 850 SF A ti NI 4 0 P� A R FLOOR ARE F THE OWNER ANDENGINEER 0 6' TOCKADE FEN. � 0 0 OF RECORD IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE. �N 0 '�• N rn o o CA)° MAXIMUM LOT 20/0 10.2/0 7• THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO EXISTING 10 -4 COVERAGE _ = FOUNDATIONS AND OTHER STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE ' [ G tkfftl] Ye 21,051.73 SF x 0.2-4,210.35 SF 2,150 SF 121,051.73 SF 0.102 R.R.T. WALL a APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF EXPOSED AND/OR BELOW GRADE ip (22") .moo m MAXIMUM BUILDING FOUNDATIONS/WALLS/SIDEWALKS AND PAVEMENT TO REMAIN,AND SHALL PROVIDE A SAFE WORK AREA, ANY DAMAGE New guff41k p, � PROPOSED TRASH ENCLOSURE 35' <35'(COMPLIES) Tr ON CONCRETE PAD.TRASH TO ? _ °' .'`,•.'. .'�.'.'.'. HEIGHT OR DISTURBANCE DUE TO SUBJECT WORKSCOPE SHALL BE REPAIRED TO LIKE-KIND CONDITIONS AT THE f M BE PICKED UP BEFORE OR uo � I. ,... AFTER BUSINESS HOURS. n� � .,. � "'.' ' 3 .' MAXIMUM NUMBER OF 2� 2 CONTRACTOR'S EXPENSE. � S, o "s 11 8 STORIES 8. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC DURING c c� RS' REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL, ACCESS, AND SAFETY PROVISIONS WITHIN THE R.O.W. AND ACCESS0 VICINITY MAP [:_ g_:rJ'. ,'.:,:,'RS' . .'.'''.'..'.'.'.'.', .'. PERMITTED USE §280-38.A.(3)(d) PROFESSIONAL OFFICES PROFESSIONAL OFFICE(DENTIST) ROUTES(E.G.ACCESSIBLE RAMPS,PEDESTRIAN CROSSWALKS,SIDEWALKS,PAVEMENT STRIPING,ETC.)SHALL BE THE 1"=1,000' m 7 .APAt�........ , 6 ..'. TAX LOT 3 CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL DETERMINE APPROPRIATENESS OF REMOVAL ACTIVITIES :�� O..:'::':':':':' i c>? DRIVEWAY " " ' AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND SAFETY OF THE PUBLIC UNTIL PERMANENT 71 N COMPONENTS/REPLACEMENTS CAN BE INSTALLED, PROJECT DATA ..... ... .. ... ....... ................ ... .. . APPLICANT. DR.MICHAEL KAMPOURAKIS 9. IF SHORING AT A DEPTH GREATER THAN 5'IS REQUIRED TO ACCOMMODATE CONSTRUCTION ACTIVITIES, IT SHALL BE """"""""""""""""' .'.• 9'-.'.,.' ',.'' ,. 30''.'.,' ,,'.'.:. ... ,.;.'.. '..' rn EXISTING LIGHTPOLES TO BE 14695 MAIN ROAD REMOVED(TYP.IN WORK AREA) PARKING CALCULATIONS THE CONTRACTOR'S RESPONSIBILITY TO RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN THE REQUIRED MATTITUCK,NY 11952 . . SHEETING AND SHORING DETAILS.SHEETING SHALL BE IN CONFORMANCE WITH OSHA REQUIREMENTS. •, •.-.. •• •. PROPOSED, - ,•„•„•, ••,,, •, . � PROPOSED o '. ASPHALT OWNER....................................... NANK HOLDINGS LLC �w (�C') '' ''" "' CONCRETE CURB ITEM SECTION PERMITTEDIREQUIRED PROPOSED ,PAVEMENT 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION,SIZE,TYPE,AND DEPTH OF UTILITIES, 14695 MAIN ROAD .w', ,.,... .. . ,.'. . ... .. . ... .. .. m O f� ••• • • •• •„ �P') 5 SPACES PER PHYSICIAN OR DENTIST PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY WORK.THE CONTRACTOR MUST CONTACT THE APPROPRIATE MATTITUCK,NY 11952 r' 1 DENTIST=5 MINIMUM STALLS 16 PAVED STALLS LOCAL CALL"SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD •••. •• Q •••••• ? EXISTING GARAGE WITH(2) MINIMUM NUMBER OF §280 78. 2 GARAGE STALLS TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 8,Lot 5 [ m 1 DENTAL HYGIENIST=5 MINIMUM STALLS PRIOR TO ANY WORK AT THE SITE.ANY DISCREPANCIES BETWEEN THE FIELD LOCATIONS AND THE PLANS SHALL BE PARKING STALLS TO REMAIN(TYP.) PARKING STALLS A. t8 TOTAL STALLS O 0 REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY. THE CONTRACTOR IS ADVISED THAT UTILITY INFORMATION SITE AREA.................................. 21,051.73 SF(0.48 Acres) (INCLUDES 1 ACCESSIBLE STALL) TOTAL=10 STALLS REQUIRED SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS,ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND CURRENT ZONING..................... RO ACCESSIBLE IN THE FIELD,AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED EXISTING DRAINAGE MINIMUM AISLE §280-78.C. 22(REDUCED TO 16'FOR SIXTY DEGREE 39 ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY PROPOSED ZONING.................. NO CHANGE STRUCTURE TO BE ;. ... ..'� .. .. . ... .. . . 5 C�,F• BETWEEN ROWS ANGLES PARKING) COMPANIES PRIOR TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES REMOVED DISTURBED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) 0 8 12.9'--►� MINIMUM STALL SIZE §28 -7 .C. 9'x 19' 9'x 19' PROPOSED USE......................... NO CHANGE EXISTING WOODEN © 11. THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL OF WALL TO BE REMOVED R o ., c� TAX LOT 4 MINIMUM STREET AT LEAST ONE 16 LANE FOR PARKING AREAS STRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, FROZEN EXISTING FOOTPRINT............... 1,795.64 SF(INCLUDING GARAGE) PROPOSED ADA SIGN GARAGE ACCESS WIDTH §280-78.D. WITH 4 TO 20 SPACES. TWO LANES,MINIMUM 10.6 FT MATERIALS,ROOTS AND OTHER ORGANIC MATTER. STONES USED SHALL NOT BE LARGER THAN 6 INCHES IN DIMENSION. EXISTING GROSS (TYP,) G.FL 15.23 LAND N/F JAMES HINSCH TWO 10'LANES FOR 20 SPACES OR MORE. PRIOR TO PLACEMENT OF FILL MATERIALS,UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE THAT AREAS TO FLOOR AREA................................ 2,150 SF ..••.•. .• •. BE FILLED ARE FREE OF STANDING WATER,FROST,FROZEN MATERIAL,TRASH AND DEBRIS. PLACE FILL MATERIALS IN 7 MINIMUM DRIVEWAY PROPOSED NO DISTANCE FROM §280-78.D. 50' 80, HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% PARKING SIGN(TYP.) STREET INTERSECTION OPTIMUM DENSITY. GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. 8;..... ..:' EXISTING 3'x 3'GENERATOR ON REFER T D SURFACES ICAL REPORT(IF PROVIDED)FOR FURTHER RECOMMENDATIONS. REFER TO GRADING PLAN FOR PROJECT SCOPE CONCRETE PAD TO REMAIN MAXIMUM DRIVEWAY PROPOSED PROPOSED 10 PROPOSED"DO NOT GRADE WITHIN 25'OF §280 78.D. 6% <6% EXPANSION INTO REAR YARD FOR 10 ADDITIONAL PARKING STALLS BLUE STRIPING "EXIT SIQ�J h� ENTER"SIGN TYP.OF 2 STREET LINE 12. UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, SHALL BE EMPTIED, CLEANED AND REMOVED FROM THE SITE IN R26.6',,,,,'.' ,'.'. .',', ( ) INCLUDING NEW SITE DRAINAGE,LANDSCAPING AND LIGHTING. • - ' •• • � MAXIMUM DRIVEWAY ACCORDANCE WITH FEDERAL,STATE,COUNTY,AND LOCAL REQUIREMENTS. .'.',.'.'.. '' PROPOSED NO PARKING SIGN(TYP.) GRADE §280-78.D. 10% <10% PROPOSED WHITE �.. .".'.'..'.'.'. ." 7.3 .' .. - 13. PROPOSED TREE PROTECTION FENCE TO BE INSTALLED BEFORE THE START OF REMOVAL ACTIVITIES AND TO BE TAX LOT 6 �s NO PARKING SPACES ;��••• R47.2' STRIPING(TYP.) REMOVED AFTER CONSTRUCTION IS COMPLETE. SHALL BE LOCATED IN AND N/F RONALD W. SCHWEIZER , ,. •..••. ' PROPOSED"DO NOT RESIDENCE DISTRICT §280-78.H. MUST BE PERMITTED USE PROFESSIONAL OFFICE IS 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES N .• ENTER"SIGN(TYP.OF 2) UNLESS THE USE IS PERMITTED USE IN RO REGARDING MATERIALS AND INSTALLATION OF PROPOSED WORK,FOR OBTAINING THE REQUIRED PERMITS,SIGN OFFS, & DOROTHY J. SCHWEIZER / ' EXISTING PERMITTED SUCH AND CONSTRUCTION INSPECTIONS,ACCORDING TO GOVERNING BUILDING CODES AND DISPOSAL OF ALL MATERIAL IN EXISTING 15.6' BILCO DOOR TO REMAIN RESIDENCE DI DISTRICT ACCORDANCE WITH STATE AND LOCAL LAW, 21.1' ADA RAMP 2o.g EXISTING (BLDG.) m EXISTING ABC UNIT TO REMAIN WHERE PARKING AREA OVER 5 SPACES ABUTS 15. SIDEWALKS,CURBS,OR OTHER EXISTING SITE APPURTENANCES DAMAGED BY CONSTRUCTION SHALL BE REPAIRED OR BELGIAN 12.< 28.6' OR IS WITHIN 15'OF SIDE OR REAR LOT LINE IN REPLACED IN KIND OR UNLESS NOTED OTHERWISE UNO WHETHER SPECIFIED ON THIS PLAN OR NOT,AT THE SOLE EXISTING 6'HIGH STOCKADE BLOCK CURB 77, ;. (BL. . .. .. RESIDENTIAL PARKING §280-78. ANY RESIDENCE DISTRICT,SAID PARKING SHALL ( )• m 2.1' EXISTING BELGIAN BLOCK BUFFER K,(1) BE SCREENED FROM SUCH ADJOINING LOT BY FENCE&PROPOSED DENSE COST OF THE CONTRACTOR. TO REMAIN 6.2' .'..10.7'.'.'. EXISTING DENTAL CURB TO REMAIN PLANTINGS PROVIDED 2 STORY � SUBSTANTIAL WALL,FENCE,OR THICK HEDGE I OFFICE O #14695 I EXISITING GENERATOR TO REMAIN APPROVED BY PLANNING BOARD.GEN.4'-8'HIGH 16. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS. [ 2,150 SF PROPOSED PAINTED WITH FLOOR AREA OF 5,000 SF TO 25,000 SF, 17. SEQUENCE AND COORDINATION OF CONSTRUCTION IS SOLELY THE CONTRACTOR'S RESPONSIBILITY. F.F. 16.87 DIRECTIONAL OFF-STREET LOADING §280-79 ONE BERTH. ARROWS(TYP.OF 4) FOR PROFESSIONAL A(2) NO BERTH PROVIDED 18. ANY UTILITIES INCLUDING PULES REQUIRED TO BE RELOCATED DUE TO THE INSTALLATION OF THE REQUIRED 1 STORY �ENIEXT PROPOSED ESTABLISHMENT BUILDING IS LESS THAN 5,000,THEREFORE NO IMPROVEMENTS SHALL BE RELOCATED AT THE EXPENSE OF THE CONTRACTOR. 3 09/01/2021 PD SUBMISSION TO PLANNING DEPARTMENT CONCRETE CURB BERTH IS REQUIRED 261' (TYP,) 19. ALL TRAFFIC ROAD MARKINGS,ROAD SIGNS,AND LIGHT SIGNALS THAT MAY HAVE BEEN MOVED OR DAMAGED IN THE 2 06/16/2021 PD REVISED SITE LAYOUT 165'• / .. .. -. PROCESS OF CONSTRUCTION SHALL BE RESTORED AT THE APPLICANT'S EXPENSE TO AT LEAST THE SAME QUALITY AND ' [ R/0 \ .'.'.'y''' ' 2015 IBC CHARACTERISTICS THAT EXISTED BEFORE CONSTRUCTION BEGAN THE APPLICANT SHALL BE FURTHER RESPONSIBLE 1 02/20/2020 LC REVISED PARKING LAYOUT . MINIMUM NUMBER OF 1 TO 25 TOTAL SPACES PROVIDED IN PARKING ,IN THE ROADWAYS [ _,-EXISTING CURB TO ACCESSIBLE STALLS TABLE FACILITIES=MINIMUM 1 STALL 1 ACCESSIBLE STALL PROVIDED TO INSURE THAT ADJACENT TO THE CONSTRUCTION SITE,THESE MARKINGS,SIGNS AND SIGNALS, NO. DATE BY DESCRIPTION LATE \ N REMAIN (TYP.) 1106.1 ARE MAINTAINED DURING THE ENTIRE PERIOD OF CONSTRUCTION.IF REPLACEMENT OR UPGRADE IS REQUIRED,SAME rn MUST BE APPROVED BY THE TOWN OF SOUTHOLD ENGINEERING DEPARTMENT. REVISIONS Cn IV \ °D\ EXISITING"EXIT ONLY DO NOT 20. ALL ACCESSIBLE PARKING, CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE ENTER"SIGN TO BE REMOVED c i [E] EXISTING NON-CONFORMITY -xEQUIREMENTS OF THE IBC 2015 CODE CHAPTER 11-ACCESSIBILTY ADOPTED BY NEW YORK STATE,THE 2016 UNIFORM O� EXISTING SIGNAGE ;_F, a \ CODE SUPPLEMENT,AND ICCIANSI A117.1-2009. S AREA TO REMIAN p1 a JT1 , C4 10 g PROPOSED 21. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED (� N I "ENTER'SIGN(TYP.) WITH THE PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND r- ] \ CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES,IT IS THE CONTRACTOR'S O - f 0 °y RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY tz, Z EXISTING SHRUB \ THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE TO REMAIN \ RESPONSIBILITY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULLCO PLIA B COMPLIANCE WITH 00 Zfi LOCAL REGULATIONS AND CODE. C�3 0 '(6' 22. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST O.S.H.A.STANDARDS AND REGULATIONS, CIVIL ENGINEERING b � 9� OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS 664 BLUE POINT ROAD, UNIT B `J EXISITNG"ENTER"SIGN ��w a LEGEND 1 ( `4O a RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE TO BE RELOCATED 2 5�°44 a� < HOLTSVILLE, NEW YORK 11742 s �K. EXISTING ITEM PROPOSED CRITERIA OF O,S.H.A.,AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROPOSED"STOP"&"DO NOT / CONC°w P 9�( PROCEDURES. (6 31) S 61-0 5 0 6 ENTER"SIGNS(TYP.OF21 v ,� WWW.KeyCiVilEngineering.COm P 17 Q Q PROPERTY LINE 23. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEAN-OUT TOPS SHALL BE ADJUSTED, IF K W PY REQUIRED,TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. PROJECT NAME 8 6.6 p oR��E S 5 °�� 7 v��ENS II / 24. IN CASE OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS,IMMEDIATELY NOTIFY THE PROJECT ENGINEER IN PARKING JV E��E OF p P go BUILDING WRITING OF ANY CONFLICTS. PROPOSED PROPOSED"DO NOT 5 ) 25. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL SOURCES AND DISPOSAL FACILITIES.CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO PROJECT ENGINEER AND LOT EXPANSION FOR ENTER"SIGN(TYP.) Tq CONCRETE CURB�MAI R6 IVT i EXISTING DENTIST OFFCOWNER PRIOR TO INITIATING WORK. E WIDE) 26. CONTRACTOR SHALL DOCUMENT,WITH PHOTOS,CRITICAL STAGES OF CONSTRUCTION AND PROVIDE TO ENGINEER OF 14695 MAIN ROAD, MATTITUCK, NY 11952 ( CURB WALL RECORD AT END OF CONSTRUCTION. (6 6 TOWN SOUTHOLD, COUNTY OF SUFFOLK 27. THE CONTRACTOR SHALL PERFORM THE WORK AS SHOWN ON THE PLANS AND SPECIFIED HEREIN.THE PLANS SHOW DISTA000, SECT.: 114, BLOCK: 8, LOT: 5, ZONE RO THE GENERAL SCOPE OF THE WORK AND DO NOT NECESSARILY SHOW ALL DETAILS REQUIRED FOR COMPLETE FINISHED PARKING COUNT O WORKING SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIALS AND LABOR AS DRAWING TITLE NECESSARY FOR THE CONSTRUCTION OF COMPLETE WORKING SYSTEMS. / ADA STALL 28. ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE(NEC). / 29. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY OR PROTECTED WITH TEMPORARY FENCING SITE PLAN / ® DRAINAGE INLET Q IN COMPLIANCE WITH OSHA REQUIREMENTS. ® REFERENCES DATE: 06/16/2021 MANHOLE 0 SEP 0 9 2021 THESE PLANS REFERENCE: SCALE: 1" =20' BOUNDARY SURVEY SAWCUT LINE ------- PREPARED BY: PROJECT NUMBER: 19195 SCALICE LAND SURVEYING P.C, 99-105 WEST HOFFMAN AVENUE DRAWING BY: PD GRAPHIC SCALE A DOOR LOCATION LDENHURST, 11757 EN/EXT Gp DATED:011291201919 CHECKED BY: JP 20 0 10 20 ao so SITE VISIT FOR TOPO BY: APPROVED BY: JP CT)L) TELEPHONE POLE KEY CIVIL ENGINEERING ON 04/13/2021 SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED IN FEET ) BUILDING ARCHITECTURAL LAYOUT PROFESSIONAL ENGINEER IS VIOLATION OF SECTION 7209, -�+- OVERHEAD WIRES PREPARED BY: OF SUB-DIVISION 2,OF THE NEW YORK MANCINI MUI STATE EDUCATION LAW. 1 inch = 20 ft. ;��° ,_ Yp 222 MIDDLE COUNTRY ROAD,SUITE 314 �•% � ��' tg1��'P ERA�� 1�,� AREA LIGHT O ® SMITHTOWN,NY 11787 CITY E �4 y,Rs DRAWING No: DATED:2/10/2020 ON c9� �'t r' A G i >O 7, 0 .�1.. '� RECORD SITE PLAN �op2 Z r f'AL vlyr 'SEAL LI BUILDING LIGHT APPROVED BY TOWN OF SOUTHOLD ON 2/12/2001 Ld -i C i IN. II, o Z c' m PREPARED BY DONALD FEILER,ARCHITECT 11725 MAIN ROAD C�1 2 i c 1 r MATTITUCK,NY 11952 0 5a �''"•---- � � l �'•�� / (516)298-5453 N VICINITY MAP BACKGROUND DATA PROVIDED BY MAPS.GOOGLE.COM CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER CL PERANT• AU, P.E. PAGE No: OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION. NEW YORK STATE PROFESSIONAL ENGINEER 1083937 1 OF 6 Y:IKey Civil\Projects120 1 911 91 9 5_Mancini 14695 Main Road_Mattituck0rawingslKey Civi1119195_2021.09.01_SPP3.dwg SHEO L GRADING & DRAINAGE NOTES - - � 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. 0 �1 E r7" 2. STORMWATER RUNOFF COEFFICIENTS PER TOWN OF SOUTHOLD: IS a. ROOF=1.00 �C� 48 b. PAVEMENT/IMPERVIOUS=1.00 0 0 0 0f, PROPOSED CURB WALL TYPE II(TYP.) TAX LOT 7 3. PROVIDE STORMWATER RUNOFF STORAGE FOR 2"RAINFALL PER TOWN OF SOUTHOLD REQUIREMENTS O O O O O ' mattituc -Cutchog m i I 4. DRYWELL DESIGN CAPACITY: O LAND N/F JOHN LOPER O O O O Jr.SMih SCE PLAS. I b. 19 DIAMETER =68.42 FNF 0l ; SHED c. 12'DIAMETER=100.88 CFNF o -� 0 25 89.16 MINIMUM DIAMETER F 12 O ALL PROPOSED DRAINAGE INTERCONNECTINGPIPIN HA B M H AL DP WITH A I 0 N 74 07 3 O E 5 P 0 G G SHALL E SMOOTH WALL H E 1 O INCHES. Our,Lad of Good . x z 1 Q i s.aa � W 20.10 e r Couns I ChLlrc I N F HE P F F E TIVE DEPT N THE RATE ELEVAT O O T 6. TO 0 E F C H I LEACHING STRUCTURES SHALL BE NO HIGHER THAN G €€<� >�� »>•.` :".'' BW 17.50 O LOWEST INLET IN THE IMMEDIATE SYSTEM. ?s 0 m x 2 O e QA m 9•. P� F Q 0 � O R \N wsix z 9 7. GROUNDWATER WAS NOT OBSERVED FOR 12.3 FEET BELOW GRADE AS PER SITE PLAN PREPARED BY DONALD G.FEILER P +� 2p 1 M` q 043 x20.43 TC17.75 1 9 1881 ARCHITECT APPROVED BY TOWN ON FEBRUARY 12TH, 2001. AS PER USGS DEPTH TO GROUNDWATER VIEWER, O PROPOSED CURB :x 0 z 35 tg gt BC 17.25 g p7 z GROUNDWATER IS DETERMINED TO BE 14 FEET BELOW GRADE.FOR DESIGN PURPOSES, 12.3 FEET BELOW GRADE(EL. 0 WALL TYPE II(TYP.) 20• z 09 x 1.85)WILL BE USED. TC 17.80 x 2 pol TW 18.50 2� r 0 O 0 T( PROPOSED CURB BC 17.25 8 z BIN17.35 1 8. ALL LANDINGS AND WALKWAYS SHALL HAVE A MINIMUM OF 1.0%CROSS SLOPE AWAY FROM THE BUILDING OR SLOPE O ' 13ew suffatK ode TOWARDS AN INLET/LOW SPOT. ' . WALL TYPE I(TYP.) 1 -� - 80 o cmML I 9 7� 17.10 z 19 TC 17.25 1g g8 1 8 01 12 meµ+ i x 0• 2 z 19' BC 16.75 x 1 x 1a. TAX LOT 3 9. CONTRACTOR SHALL CLEAN ALL EXISTING/PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES AT THE 2.150 g 7 9 �I FF.10.E7 VICINITY MAP RIM t16.95 x END OF CONSTRUCTION. +SMY Er OB _Aq TC 17.50 / �I 1"=1,000' EXISTING 8'0 LEACHING GALLEYS TO REMAIN. �. 15 z 19• x 19.36 BC 17.00 10. ALL ACCESSIBLE PARKING, CURB RAMPS,AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE CONTRACTOR TO MODIFY STRUCTURES AND z z tg p7 RIM t16.42 9 3� REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11-ACCESSIBILTY AND ICC/ANSI Al17.1 -2017.ACCESSIBLE "� ' COVERS TO BE FLUSH WITH PROPOSED V z - STALLS SHALL HAVE NO SLOPE GREATER THAN 2.0% IN ANY DIRECTION AND THE PROPOSED SIDEWALK SHALL NOT PROJECT DATA GRADES.REFER TO NOTE#17 EXCEED A 5.0%RUNNING SLOPE AND 2.0% CROSS SLOPE. Imo, C) o z ' z 1 1 .15 1 268 31 2� 18.20\ p5 6 98 V APPLICANT.................................. DR.MICHAEL KAMPOURAKIS 1 16 x 8 17.2 z j7. 1 11. LOCATION OF EXISTING UTILITY SERVICES ARE UNKNOWN AND SHALL BE CONFIRMED INDEPENDENTLY BY THE �I 14695 MAIN ROAD Q ZV z 17.5 z � GR.15.75 �� 11.58x CONTRACTOR WITH THE UTILITY COMPANIES AND/OR PRIVATE MARK OUT COMPANIES PRIOR TO COMMENCEMENT OF MATTITUCK,NY 11952 ;: I ' &21 54 z z t7 86 ��o \ �' I A-I 24.4'(15'MIN.) PROPOSED.10'0 CONSTRUCTION. I OWNER....................................... NANK HOLDINGS LLC O I l x 1 z 17 29 ?/ 41 110 ` ° 1 Z� DRYWELL(TYP.) 12. ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. b I� I \ o 14695 MAIN ROAD 5 13 x 11• x �- MATTITUCK,NY 11952 TC 16.00 j12z 16.40 z2 z 13 x 17 15. t7 j31 \�d��9 BC 15.50 x 16.3 x 16.4 ( BC 16.00 13. IF WET CONDITION IS ENCOUNTERED,CONTRACTOR SHALL USE 3/4"CLEAN WASHED STONE IN LIEU OF SAND BACKFILL. o TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 8,Lot 5 EXISTING DRAINAGE z 1 ' 33'187 I 16 �,�� p0 SITE AREA.................................. 21,051.73 SF(0.48 Acres) STRUCTURE TO BE ° TC 16.10 z 16.33 16• A-2 I ,- 14. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS EMPLOYEES,THE GENERAL 80- n REMOVED / BC 15.10 15.43 15.10 15.25 01 08 PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC R.O.W.'S, ETC. DURING ALL CONSTRUCTION AND R O A JJ CURRENT ZONING.........•........... RO / x 16. 44 �� 16. 7 z 18.28 REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL CODES AND REGULATIONS. THE N 1" 5 EXISTING SEPTIC I i r� •�,{A I UTE 2 PROPOSED ZONING.................. NO CHANGE OWNER AND ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTOR'S SAFETY PROGRAMS&PROCEDURES IN JV1 TANK TO REMAIN AND 30 � � �2 ° - R0 COVERS TO BE I 15.24 g y, 0 x i986 TAX LOT 4 CONNECTION WITH THE WORK. N.Y•5' , wIDE) CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) ADJUSTED TO BE I :. 9 - GARAGE z j8 5 (66 _ "i:.. 15.19 PROPOSED USE......................... NO CHANGE FLUSH WITH PROP. I 4 `'.< GR.14.85 G.FL 15.23 1g41 L 41D N/F JAMES HINSCH 15. REMOVAL INCLUDES,BUT IS NOT LIMITED TO,CURBING,PAVEMENT,UNSUITABLE MATERIALS,AND UNDERGROUND GRADE I 15.15 <>:. A�3 o x x PIPING. QUESTIONABLE ITEMS ENCOUNTERED(ABOVE AND/OR BELOW GRADE)SHALL BE BROUGHT TO THE ATTENTION EXISTING FOOTPRINT............... 1,795.64 SF(INCLUDING GARAGE) A� c� / 94 OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE. z 1 15.15 15,19 r 2055 20 �/ EXISTING GROSS 2,150 SF TC16.00 �_ :: , x FLOOR AREA................................ BC 15.50 �� z '`<:::` 8 5 \ PROPOSED 4'0 16. CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE FREE 1 ^o i 14 95 z 1 0 15.30 CATCH BASIN(TYP.) FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL DETERMINE EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUT IN ORDER TO PERFORM THE WORKSCOPE DEPICTED ON THE z;:;; i;:•. 6 15.10 PLANS. TWO FT MINIMUM FROM CURBS,PADS,WALKS,AND WALLS TO PERMIT PROPER COMPACTION OF THE REPLACED TC15.75 1 '0; f 15.00 I ; , Tvu17.0o SURFACES. DRAINAGE TRIBUTARY MAP PROJECT SCOPE ````'' BC 15.50 BC 15.25 14. j4 55\14 57 14.88 W SCALE:1'=40' I z x 11 .88 / 17. LEACHING RINGS SHALL BE REMOVED AS NECESSARY SO THAT A MAXIMUM 2 FOOT COLLAR WILL BE PROVIDED.EXISTING EXPANSION INTO REAR YARD FOR 10 ADDITIONAL PARKING STALLS 4. 4 7.3'3g: o� zl x 8• TAX LOT 6 / IY :: 4 TOP SLAB OF STRUCTURE SHALL BE REMOVED AND SET ASIDE FOR REUSE AS THE NEW TOP SLAB AFTER THE LEACHING INCLUDING NEW SITE DRAINAGE,LANDSCAPING AND LIGHTING. 1 GR.14.70 � 0 :: 15.18 \I z 1 I9 21' z 2161 RING ELEVATION HAS BEEN CORRECTED. EXISTING DRAINAGE GRATE SHALL BE REPLACED WITH A SOLID LOCKING AND N/F RONALD W. SCHWEIZER I 1 36 A-5 / ¢s5 13 '` 15 x ! I I ' MANHOLE COVER.IT IS ESTIMATED THAT 4'OF RINGS SHALL BE REMOVED IN THE NORTHERN LEACHING POOL AND T OF & DOROTHY J. SCHWEIZER 1 z 14'x 1461 ' ' I PROPOSED RINGS SHALL BE REMOVED IN THE SOUTHERN LEACHING POOL. 14g8 x W 15.40 CURB WALL TYPE I(TYP.) zj481 b j I 9 �5z21 z21 ,12A m Ei 1539 \51 xI1�X TC 15.00 ^' zr / 21, x C 16' 2132 2162 BC 14.50EXISTING DENTAL 2 STORY \ \ PROPOSED SAWCUT OFFICE IMAINO #14695 �\ \ 1 ll ' TC15.90 LEGEND TO BE FLUSH WITH 'I I z 14. 14.55 2,150 SF BC 15.40 EXISTINGASPHALT F.F. 16.87 m ip EXISTING ITEM PROPOSED GRADE 1 STORY �ENIEXT 2055 z 21• i:.15.40 � � ` BEOFLUOSHWSTAWCUT TO HEXISTING DRAINAGE STRUCTURE SCHEDULE �� PROPERTY LINE 2s.r, STRUCTURE EFFECTIVE TOP OF BOTTOM INVERT INVERT 1s s: p5 ASPHALT GRADE STRUCTURE TYPE RIM/GRATE SUMP 4 8 14 7 15.36 ` `�O 0 56 NUMBER DEPTH RINGS OF RINGS IN OUT 3 09/01/2021 PD SUBMISSION TO PLANNING DEPARTMENT ' i z 5 2 x 1 ' z 1 z j4 82 x / \ 6�)x 1�. 7x 2p Og x 2 ' A-1 PROPOSED 10'0 CONCRETE DRYWELL WITH FRAME AND GRATE 6' - 13.00 7.00 - 11.80 - BUILDING " 1 t' \ 2 06/16/2021 PD REVISED SITE LAYOUT 72 49� z A-2 PROPOSED 10'0 CONCRETE DRYWELL WITH FRAME AND SOLID COVER 6' - 13.00 7.00 11.65 1 02/20/2020 LC REVISED PARKING LAYOUT 1 z 1449 x 1 lx \ - - 1 EXISTING,STORM ATEE� I �I A-3 PROPOSED 10'0 CONCRETE DRYWELL WITH FRAME AND SOLID COVER 6' 13.00 7.00 11.30 11.80 CONCRETE CURB DRAIN A E STRU�TUREI� a, 11 4 NO. DATE BY DESCRIPTION I I z 1466 TO R MAIN I 5 x 16.6 z A4 PROPOSED 4'0 CATCH BASIN - 14.85 13.52 - -- 11.85 10.85 115 \ \ CURB WALL REVISIONS 4�4/ I z 15 `;- A-5 PROPOSED 10 0 CONCRETE DRYWELL WITH FRAME AND GRATE 6' 14.70 12.50 6.50 - 11.50 -- z h 58 x 1�0 x 14.11 x 1 z j41 1 t.06 \ ' 56\1 j185 1155 ' 14.23 / I I z 546 < - z 16.61 ADA STALL j a Uzi z14.21 zI14.14 �\ � � �.. •25 / 15.45 DRAINAGE INLET 0 14.66 \ x so :�'' 58 STORMWATER DESIGN CALCULATIONS 9- va i x 15. 0 MANHOLE 0 1492 / v' CIVIL ENGINEERING x j4 g1 '� tv�r a . 15.00 TRIBUTARY DRAINAGE AREA=8,936.75 SF / 51 x 151y\�s' v '' 1► x j4?3 9 15. z p0 STORAGEREQUIRED _______ 16064 BLUE POINT ROAD, UNIT B I ' 5 sop ov ° 0 x 30 16 SAWCUTLINE LTSVILLE, NEW YORK 11742 0 0 r 0�� IMPERVIOUS=8,ORAG SF x(Y/12)x 1.00 9.96 C.96 CF (6 31) 9 61-D 5 O 6 TOTAL STORAGE REQUIRED=1,489.96 CF A ® DOOR LOCATION g0 • s5 www.KeyCivilEngineering.com a 15 61 STORAGE PROVIDED EN/EXT OAx USE FOUR(4)10-0 DRYWELLS WITH 6'EFFECTIVE STORAGE DEPTHS GD / 4 DRYWELLS x 68.42 CFNF x 6.0 VF=1,642.08 CF B-1 PROJECT NAME 2 5 ) 1,642.08 CF IS GREATER THAN 1,489.96 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED BORING LOCATION MAT TE PROPOSED PARKING S . OV TN, wI1% 71) TELEPHONE POLE LOT EXPANSION FOR 41 549 x 5 (66 EXISTING DENTIST OFFICE -OH- OVERHEAD WIRES 14695 MAIN ROAD, MATTITUCK, NY 11952 x z 1567 TOWN SOUTHOLD, COUNTY OF SUFFOLK z j5.71 / DIST.:1000, SECT.: 114, BLOCK: 8, LOT: 5, ZONE RO TEST 1 me, � , � �m I` 1� *- n x 15.17 GRADING SPOT 15.43 l�-1 L DRAWING TITLE & "I"�� 1y IN[Z / ��Y Lb►�►t ,, '�dp {[` - - - -r5- - - GRADING CONTOUR GRADING & DRAINAGE 6b*0q CL*y z.�a ' M17 t�GRAV�I- TOP OF CURB C 15.00 PT PLAN 5r BOTTOM OF CURB I PBC 14.50 Pb,um Og"r-- TOP OF WALL PTW 17.00 DATE: 06/16/2021 ►-ha r,.p BOTTOM OF WALL IPBC 15.30 SCALE: 1"=20' q� GRAPHIC SCALE fIaLe. (;R UNO WN-�-�, PROJECT NUMBER: 19195 20 0 10 20 40 80 12.3 -,----- - { tAl>a j.1�►7Ei� ...fa ,--F...,% 1 r1t4m To I5� ----- - - - 'p ! DRAWING BY: PD I SEP 0 9 2021 I CHECKED BY: Jp IN FEET ) I I 1 inch = 20 . f : r r;;;;s Ic1`J I APPROVED BY: SOIL BORING LOG I JP ft ��a,.-,: ,.:,r , SEAL&SIGNATURE: ALTERATION ADDITION TO THIS N.T.S. --`--_--�-v DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2,OF THE NEW YORK 4 / O� N E IN ,,� STATE EDUCATION LAW. CITY r1E � ��R �rA yT�v�� DRAWING No: IN " ' LIALED W _IIACL N PERANTEAU, P. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER 1083937 2 OF 6 Y:\Key Civil\Projects\2019\19195-Mancini_14695 Main Road-Mattituck\Drawings\Key Civil\19195-2021.09.01-SPP3.dwg NOTES: 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF LANDSCAPE COMPLIANCE CHART POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER TOWN OF SOUTHOLD,NY(RO:DISTRICT) 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. ITEM SECTION PERMITTED/REQUIRED PROPOSED COMPLIANCE 3. SOIL AMENDMENTS: REQUIRED:4'PLANTING AREA AROUND "MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY SVOLUME)OR GYPSUM (B).A LANDSCAPED AREA SHALL BE PROVIDED THE PERIMETER OF ALL PARKING AREAS t 'MODIFY EXTREMELY SANDY SOILS MORE THAN 85%SAND BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY LOAM ALONG THE PERIMETER OF ANY PARKING AREA AND 1 SHADE TREE FOR EVERY 40 FEET Q�' 48 ( ) EXCEPT THAT PORTION OF THE PARKING AREA OF THE PERIMETER OF PARKING.143.1 UP TO 30% OF THE TOTAL MIX WHICH PROVIDES ACCESS TO A STREET OR L.F.OF PARKING 140 L.F.=3.5 OR 4 SHADE x� AVOID PURCHASING TREES WITH TWO LEADERS OR PARKING FACILITY ON AN ADJACENT LOT.THE TREES AT 2 INCH MIN.CALIPER SIZE AT D�1 attituc -C'1.tchog h� TAX LOT 7 REMOVE ONE AT PLANTING:OTHERWISE,DO NOT LANDSCAPED AREA SHALL HAVE A MINIMUM THE TIME OF PLANTING. COMPLIES UJ '.ST H I h SCh I le PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC 280-95 STRUCTURAL CORRECTIONS LANDSCAPING 280-95 DIMENSION OF FOUR FEET,SHALL BE PLANTED I LAND N F JOHN LOPER I ( WITH GRASS OR SHRUBS AND SHALL INCLUDE AT PROPOSED:EXISTING VEGETATION PLAS. / I DO NOT STAKE OR WRAP TRUNK SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES SCREENING AND (LANDSCAPED LEAST ONE TREE OF NOT LESS THAN TWO-INCH COMBINED WITH PROPOSED BUFFER SHED HIGHER IN POORLY DRAINING SOILS BUFFER PARKING AREA) CALIPER FOR EVERY 40 FEET ALONG THE PLANTINGS AND 4(GTIS)SHADE TREES AT 3"DOUBLE SHREDDED HARDWOOD MULCH(DO NOT REGULATIONS) PERIMETER OF THE PARKING AREA. 2 INCH CALIPER SIZE AT THE TIME OF -� 25 o �� E MULCH IN CONTACT WITH TREE TRUNK PLANTING. PLACE A O7 30 E oN 89.16 CUT BANDS OF WIRE BASKET AND FOLD AWAY FROM N 74 sT P G TO OF ROOT BALL C.TREES USED IN PARKING LOTS SHALL HOLE SHALL BE 2112 TIMES THE ( ) OL1 Of GAC3C1 :F WIDTH OF THE ROOTBALL INCLUDE HONEY LOCUST,PINE,OAK OR OTHER y .' . COL#TiS1'I C hUlCh .•:„ �"•=�. .� 4"BUILT-UP EARTH SAUCER SIMILAR FAST GROWING,HARDY VARIETIES OR SEE SECTION 280-95 ABOVE COMPLIES 400, e APPROPRIATELY AND EXISTING TREES WHERE A PROP LY P F A SHALL BE CUT 5 JV ROPES AT TO O BALL 0 BACKFILL A C ILL SOIL 1 PART SOIL AMENDMENT T P t 4 A E LOC T D. R .•Nr•, REMOVED. FOLD BACK TOP 1/3 OF BURLAP. ALL \N ,_,... (BASED ON SOIL TEST)°3 PARTS NATIVE TOPSOIL P :`•'` 4 PV NON-BIODEGRADABLE MATERIAL SHALL BE �� M e REMOVED. :.:'. t 6 AM •� 4-6"DEEPER THAN ROOT BALL a 'I U C �evt €gt}II;Ay6 8 JHBH 01 UNDISTURBED SUBGRADE `•I i`°' TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL ;SEW SUf{41k ram~ TE DIG WIDE,SHALLOW HOLE WITH TAPERED SIDES SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE 3 GTIS TAX LOT 3 REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 2VDA EVERGREEN TREE PLANTING DETAIL VICINITY MAP 5 1,000' JVB 1\• "= 1-1 ° 0 N.T.S. PROJECT DATA 1� ° 3 TON ° , QQ ° °° NOTES: °° APPLICANT.............................•.... DR.MICHAEL KAMPOURAKIS 1. THOROUGHLY SOAK THE GROUND COVER ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST 14695 MAIN ROAD Q) � I / `\� ° "° 2VDA MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. MATTITUCK,NY 11952 °° 1 0 1 2. SOIL AMENDMENTS: OWNER....................................... NANK HOLDINGS LLC 'MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30% BY 14695 MAIN ROAD Q) - 2 TON VOLUME)OR GYPSUM MATTITUCK,NY 11952 ° 'MODIFY EXTREMELY SANDY SOILS(MORE THAN 85% SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 8,Lot 5 LOAM UP To 30%OF THE TOTAL MIX 1 0 1 3. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE-EMERGENT PER MANUFACTURER'S SPECIFICATIONS SITE AREA.................................. 21,051.73 SF(0.48 Acres) " \ 6 TON ' CURRENT ZONING..................... RO 3 JVB " SPACING CHART SPACING"D" ROW"A" PROPOSED ZONING.................. NO CHANGE Q NOT TO SCALE TAX LOT 4 6"O.C. 5.20" CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) GARAGE ' G.FL 15.23 LAND N/F JAMES HINSCH 8"O.C. 6.93" PROPOSED USE......................... NO CHANGE "O.C. 8.66" �'::.•. I o D a 10 NOTES EXISTING FOOTPRINT............... 1,795.64 SF(INCLUDING GARAGE) 12"O.C. 10.40" 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER 1 GTIS �� D 15"O.0 13.00' LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER EXISTING GROSS 2150 SF FLOOR AREA................................ 2VDA 18"O.C. 15.60" 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST PLANTED ON CENTER SEE SPACING CHART) 24"O.C. 20.80" MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 3. SOIL AMENDMENTS: 3 30"O.C. 26.00" JHBH 3.1. MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE - 36"O.C. 30.00" BARK(UP TO 30% BY VOLUME)OR GYPSUM PROJECT SCOPE 3.2. MODIFY EXTREMELY SANDY SOILS(MORE THAN 85% SAND)BY ADDING ORGANIC MATTER AND/OR DRY, EXPANSION INTO REAR YARD FOR 10 ADDITIONAL PARKING STALLS TAX LOT 6 ® % SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX INCLUDING NEW SITE DRAINAGE,LANDSCAPING AND LIGHTING. T DOUBLE SHREDDED HARDWOOD MULCH AND N/F RONALD W. SCHWEIZER (DO NOT PLACE MULCH AGAINST THE BASE .y�!'^� AVOID PURCHASING TREES WITH TWO LEADERS & DOROTHY J. SCHWEIZER _ _ OF THE PLANT) OR REMOVE ONE AT PLANTING:OTHERWISE,DO '; �-��- NOT PRUNE TREE AT PLANTING EXCEPT FOR :.�,. ;: : ,,•.t, ^.. GENTLY PULL ROOTS AWAY FROM TOPSOIL SPECIFIC STRUCTURAL CORRECTIONS MASS WITH FINGERS DO NOT STAKE OR WRAP TRUNK �i� -' --. •• - --. 209 '-)-i ,�` '•�' __ _ SET ROOT BALL FLUSH TO GRADE OR SEVERAL BACKFILL SOIL 1 PART SOIL AMENDMENT INCHES HIGHER IN POORLY DRAINING SOILS PROP.TREE PROTECTION FENCE(TYP.) 1 AM ?24 %"' '�" 1 -1':; •.:•:t' '`', :`>. (BASED ON SOIL TEST)3 PARTS NATIVE TOPSOIL HOLE SHALL BE 21/2 TIMES THE WIDTH OF THE ° zr :;:I:::•.::i;:::ii:::::::-:1:;- i :::: '>": :IF;:,I ROOT BALL CUT BANDS OF WIRE BASKET AND FOLD AWAY PROP.SEEDED LAWN AREA(TYP.) 3 IGC / 2.r "'---`' ::;,':--` r•:-..}.I. UNDISTURBED SUBGRADE EXISTING DENTAL 2 STORY FROM TOP OF ROOT BALL I - OFFICE TO STORY T DOUBLE SHREDDED HARDWOOD MULCH(DO NOT REMAIN GROUND COVER/PERENNIAUANNUAL PLANTING DETAIL PLACE MULCH IN CONTACT WITH TREE TRUNK) 4"BUILT-UP EARTH SAUCER I 2,150 SF F.F. 16.87 N.T.S ROPES AT TOP OF BALL SHALL BE CUT AND BACKFILL SOIL°1 PART SOIL AMENDMENT(BASED REMOVED. FOLD BACK TOP 1/3 OF BURLAP. ALL ON SOIL TEST)'3 PARTS NATIVE TOPSOIL 1 STORY �ENIEXT NON-BIODEGRADABLE MATERIAL SHALL y r �,., SEEDING MODIFICATION REMOVED. 4-6"DEEPER THAN ROOT BALL 165 1. PRIOR TO SEEDING,MIX TOP 6"LAYER OF TOPSOIL WITH FERTILIZER AND LIME.10.20.10 FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 UNDISTURBED SUBGRADE 'i;::: TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL 3 09/01/2021 PD SUBMISSION TO PLANNING DEPARTMENT \ POUNDS PER 1,000 S.F.LIME SHALL BE APPLIED INACCORDANCE WITH THE FOLLOWING CHART: \ DIG WIDE,SHALLOW HOLE WITH TAPERED SIDES SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE 2 06/16/2021 PD REVISED SITE LAYOUT \ SOIL TEXTURE TONS/ACRE LBS11,000 S.F. CLAY,CLAY LOAM,AND HIGH ORGANIC SOIL 3 135 REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 1 02/20/2020 1 LC REVISED PARKING LAYOUT \ SANDY LOAM,LOAM,SILT LOAM 2 90 TREE PLANTING DETAIL NO. DATE BY DESCRIPTION \ LOAMY b SAND,SAND 1 45 N.T.S.I \ REVISIONS \\ - t.i ABOVE APPLICATION RATES FOR FERTILIZER AND LIME ARE STANDARD RATES AND SHALL BE ADJUSTED BASED ON SITE SPECIFIC SOIL TESTS. CITY pNE ---------------------- 0`1 Cq! O 8 RFG >. �\ 2. TOPSOIL SHALL BE TILLED,FINE GRADED,AND RAKED FREE OF ALL DEBRIS LARGER THAN 1"IN DIAMETER.ALL LAWN AREAS SHALL BE SLOPED TO DRAIN OR PER THE �B ZLI oQ z L/� \ APPROVED GRADING PLAN. ?' OEM SEP 0 9 2021 z � m I N � 3. CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND IMPLEMENT AS REQUIRED PRIOR TO APPLICATION OF SEED. L_- �I v v ni%nr;i;n LSQar'CI 9��- �� 4. GENERAL LOW MAINTENANCE SEED MIX __- _ _�__ Qo v � CIVIL ENGINEER11MG dop 00 v 7 SEED MIXTURE LBSIACRE LBSI1,000 S.F. tzi- 7 • OPTIMAL PLANTING DATES LANDSCAPE NOTES ES4 BLUE POINT ROAD UNIT B . a 9� FINE FESCUE(BLEND) i �� ov 1 HARD FESCUE 75 2.1 ZONE56&6A=31155811 HOLTSVILLE, NEW YORK 11742 I Q 0 811.1011 1. THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING,FINISHED GRADING,SOIL PREPARATION,PERMANENT SEEDING OR SODDING,PLANTING AND 0 0 ec 7 o Q 4 STRONG CREEPING RED FESCUE 10NE 66 a 3114130 MULCHING INCLUDING ALL LABOR,MATERIALS,TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT,UNLESS OTHERWISE CONTRACTED BY THE GENERAL I S 311 9 61-0 5 0 6 80 • SJ KENTUCKY BLUEGRASS 10 .25 CONTRACTOR. www.KeyCivilEngineering.com v 1IM5.10115 2. EXISTING VEGETATION SHALL BE RETAINED UNLESS SPECIFIED ELSEWHERE ON THIS PLAN. AVv RO PERENNIAL RYEGRASS 10 •25 ZONE 7A&7B--V1.00 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN.A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET WHITE CLOVER 5 .10 8115.10130 FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE,WHICHEVER IS GREATER.LOCAL STANDARDS MAY REQUIRE THAT A MORE STRICT TREE PROTECTION ZONE PROJECT NAME SHALL BE HONORED. 4. AT NO TIME SHALL MACHINERY,DEBRIS,FALLEN TREES OR OTHER MATERIALS BE PLACED,STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. PROPOSED PARKING AIN r j E MAINTENANCE LEVEL 5. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE"AMERICAN STANDARD FOR NURSERY STOCK". U B FREQUENT MOWING 4-7 DAYS),OCCASIONAL FERTILIZATION,LIME AND WEED CONTROL • 1� ( ) ( 6. CALIPER S OF MEASUREMENT NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES(6")ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A (C)PERIODIC MOWING(7-14 DAYS),OCCASIONAL FERTILIZATION AND LIME FOUR INCH(4")CALIPER SIZE. LOT EXPANSION FOR \6( 6 (D)INFREQUENT OR NO MOWING,FERTILIZATION AND LIME THE FIRST YEAR OF ESTABLISHMENT 7. CONTRACTOR SHALL PROVIDE A SIX INCH(6')THICK MINIMUM LAYER OF TOPSOIL,OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT,IN ALL PLANTING AREAS.TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. EXISTING DENTIST OFFICE 5• SEED SHALL BE APPLIED IN TWO DIRECTIONS AT RIGHT ANGLES TO EACH OTHER.ONCE APPLIED,FIRM THE SOIL WITH A CORRUGATED LAWN ROLLER TO PROMOTE 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 14695 MAIN ROAD, MATTITUCK, NY 11952 SEED-TO-SOIL CONTACT. APPROVED BY THE APPROVING AGENCY.THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES„ SHRUBS,VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: TOWN SOUTHOLD, COUNTY OF SUFFOLK NOTES: TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR DIST.:1000, SECT.: 114, BLOCK: 8, LOT: 5, ZONE RO 1. PROPOSED LIMITS OF DISTURBANCE. / 6. APPLY UNROTTED SMALL GRAIN STRAW,HAY FREE OF SEEDS,OR SALT HAY TO ALL SEEDED AREAS AT THE RATE Of 1112.2 TONS PER ACRE OR 70.90 POUNDS PER 1,000 8.a.PLANTS: MARCH 15 TO DECEMBER 15 ' S.F.SPREAD MULCH SO THAT APPROXIMATELY 85%Of THE SOIL SURFACE IS COVERED.ANCHORING OF MULCH SHALL BE ACCOMPLISHED IMMEDIATELY AFTER 8.b.LAWN: MARCH 15 TO JUNE 15 OR SEPT.1 TO DECEMBER 1 DRAWING TITLE 2. CONSTRUCTION VEHICLES TO STAY AS FAR AS POSSIBLE FROM TREE PROTECTION FENCE / B.C.TREES OCTOBER 1 TO DECEMBER 1 AND MARCH 1 TO MAY 31 TO PREVENT COMPACTION OF TREE ROOTS. PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER,THIS MAY BE ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS;PEG AND TWINE,MULCH NETTING,OR LIQUID MULCH-BINDER. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION.CONTRACTOR SHOUL TREE PROTECTION ZONEIDRIPLiNE / CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. ' 7. IRRIGATE NEWLY SEEDED AREAS WITH A MINIMUM OF 114 INCH OF WATER TWICE A DAY(NOT DURING PERIODS OF INTENSE SUN)UNTIL VEGETATION IS WELL ESTABLISHED. 9• THERE SHALL BE NO PLANT SUBSTITUTIONS UNLESS AUTHORIZED BY LANDSCAPE ARCHITECT AND/OR STAFF OF THE LOCAL MUNICIPALITY. LANDSCAPE PLAN / 10. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED.WATERING SHALL CONTINUE ROUTINELY AT LEAST UNTIL PLANTS ARE ESTABLISHED. 11. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE(1)YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. " NOTES: DATE: 06/16/2021 1. FOR CONTAINER-GROWN SHRUBS,USE FINGERS OR SMALL HAND TOOL TO PULL THE ROOTS OUT OF THE OUTER LAYER OF CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT(10%)OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. 12. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL.UTILITY COMPANIES SCALE: 1"=20' 2. THOROUGHLY SOAK THE SHRUB ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER SHALL BE CONTACTED THREE(3)DAYS PRIOR TO THE BEGINNING OF WORK. PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 13. CONTRACTOR SHALL ENSURE THAT THE PROPOSED TREES ARE NOT PLANTED ON TOP OF UNDERGROUND PIPES AND ACHIEVE MAXIMUM SEPARATION POSSIBLE. PROJECT NUMBER: 19195 3. SOIL AMENDMENTS: 14. CONTRACTOR SHALL PROVIDE AN AUTOMATIC IRRIGATION SYSTEM FOR ALL LANDSCAPE AND LAWN AREAS.THE SYSTEM SHALL MEET ALL CODE REQUIREMENTS, 4'TALL FLUORESCENT AREA WITHIN TREE GRAPHIC SCALE *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY DRAWING BY: PD ORANGE HIGH-DENSITY PROTECTION ZONE TO VOLUME)OR GYPSUM PLANT SCHEDULE CONSTRUCTION FENCE REMAIN UNDISTURBED 20 0 10 20 40 80 'MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY CHECKED BY: JP OR APPROVED EQUAL DURING CONSTRUCTION LOAM UP TO 30%OF THE TOTAL MIX 8'TO 12" EVERGREEN TREES QTY BOTANICAL I COMMON NAME SIZE CONTAINER MATURE HEIGHT MATURE WIDTH NATIVE 6'LONG WOOD OR aD JV 5 JUNIPERUS VIRGINIANA I EASTERN RED CEDAR 6-7' B+B 40-50' 10.15' YES APPROVED BY: JP STEEL FENCE POSTS. JVB 8 JUNIPERUS VIRGINIANA'BRODIE'1 BRODIE EASTERN RED CEDAR 6-T B+B 15.20' 5.6' YES ( IN FEET ) SEAL&SIGNATURE: POSTS SHALL BE TON 20 THUJA OCCIDENTALIS'NIGRA'1 DARK AMERICAN ARBORVITAE 6•T B+B 20.25• 6.8' YES ALTERATION OR ADDITION TO THIS SPACED ; ` c?' :' »"•c�^ ac:: :�< �. :� ,,c; c.; _ DOCUMENT EXCEPT BY A LICENSED 1 inch 20 ft. ROPES AT TOP OF BALL SHALL BE CUT AND TOP OF SHRUB ROOT BALL SHALL BE SET FLUSH WITH SHADE TREES QTY BOTANICAL I COMMON NAME SIZE CONTAINER MATURE HEIGHT MATURE WIDTH NATIVE VIOLATION ENGINEER IS A HORIZONTALLY FON av' :; ... - ; ;..}•;t M Y<�•� �� -FINISHED OF SECTION 7209, CENTER MAXIMUM. :� -- >:�: >'� a ow; REMOVED. FOLD BACK TOP 1/3 OF BURLAP. GTIS 4 GLEDITSIA TRIACANTHOS INERMIS'SKYCOLE'TM I SKYLINE THORNLESS HONEY LOCUST 2112.3"CAL. B+B 40-60' 20.30' YES SU&DIVISION 2,OF THE NEW PORK :iv{}.}.y{ .}•{•}fir{.;.y{.';,T{:;.} }.t{•r Y{••�;}.�.••:}�••'j{J�,•?rY{:; AREA OF SITE ALL NON BIODEGRADABLE MATERIAL SHALL AREA OF SITE ' 4' AR 3"DOUBLE SHREDDED HARDWOOD MULCH(DO NOT <'< >j .Y•`r•v<' <'<">_+ `>� :y{• >{ : >_' .?s ?: ={:I'} }„ CONSTRUCTION BE REMOVED. PLACE MULCH AGAINST THE BASE OF THE PLANT) DECIDUOUS SHRUBS QTY BOTANICAL 1 COMMON NAME !y y STATE EDUCATION LAW. CONSTRUCTION CiJC c 6� 5 C � �C,i .:; o c� :�r?yc, ::�c• a< SIZE CONTAINER MATURE HEIGHT MATURE WIDTH NATIVE :) AM 7 ARONIA MELANOCARPA 1 LOW SCAPE MOUND ARONIA 15.18" 3 GAL. 1.2' 1-2' YES /� �'�� 'vT �� DRAWING No: -} G �n PLANTING HOLE SHALL BE 12"TO 18" VDA 6 VIBURNUM DENTATUM ARROWWOOD 1 ARROWW00 VIBURNUM 30 36 3 GAL. 11 v _.,��..- , , �. :�.•-. �. e•:.,�;. CONTAINER-GROWN PLANT WITH ROOTS PULLED OUT 5• 510 YES ' p ;,r:..;..r,. :}-,.., .., ..S' '• .:.��.• /t� ;.� LEI t1 G DEEP. FOR LARGER SHRUB ROOT _ '• : •, ••�� DVIB "r •9 • ,I•J •.. -..l•.•.'`,••_ :;•�t.y;:K � :::`.,..,• '::,.-:::- OF BALL ' SALE BALLS,MAKE DEPTH MIN.4"DEEPER ;:' ;,:: +.,,• ., , i, ,,a;,. -- .,,,:,:: i=': EVERGREEN SHRUBS QTY BOTANICAL 1 COMMON NAME SIZE CONTAINER MATURE HEIGHT MATURE WIDTH NATIVE r- 2 THAN BALL. ' '-': :'`' ":,,', '•' BACKFILL SOIL°1 PART SOIL AMENDMENT(BASED ON IGC 12 ILEX GLABRA'COMPACTA'1 COMPACT INKBERRY 24-30" B+B 4.6' 4-6 YES n '� - W sy 'v� +';• - SOIL TEST)°3 PARTS NATIVE TOPSOIL JHBH 11 JUNIPERUS H RIZONTALIS'BAR HARBOR'1 BAR HARBOR CREEPING NIP _;;r:+: .c `_•'' `,, <':r•'' JU U 0 G JUNIPER 1518"SPRD. 3 GAL. 9-12" 3.5 YES Z }--- - - - - - -- - - - -:f:::i i i=- - -- r•.- is •_-� .t,-ors? `'� / BALLED AND BURLAPPED PLANT - •�� .'_---:I�-.-:i*;;,i".-+��---�� -• - _ _ _ "' "'-'`" "`'-'�''="-ii�;�=70=1 '---"'-'-"'`'-"' "' ''-•' UNDISTURBEDSUBGRADE ORNAMENTAL GRASSES QTY BOTANICAL I COMMON NAME SIZE CONTAINER MATURE HEIGHT MATURE WIDTH NATIVE TREE PROTECTION FENCE DETAIL SOIL SURFACE ROUGHENED TO BIND REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 PV 4 PANICUMVIRGATUMI SWITCH GRASS 24-30" 2GAL. 2.4' 1.2' YES �O tO\A WITH BACKFILL SOIL. N.T.S. PERENNIALS QTY BOTANICAL I COMMON NAME SIZE CONTAINER MATURE HEIGHT MATURE WIDTH NATIVE DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL RFG 8 RUDBECKIAFULGIDA'GOLDSTRUM'I BLACK EYED SUSAN 12.15" 3GAL. 1.3' 2.3' YES N PERANTEAU, P.E. PAGE No: N.T.S NEW YORK STATE PROFESSIONAL ENGINEER #08393; 3 OF 6 YAKey Civil\Projects\2019\19195_Mancini_14695 Main Road_Mattituck0rawingsVey Civi1119195_2021.09.01 SPP3.dwg s# SEE LUMINAIRE SCHEDULE FOR NUMBER AND ONCRETE FOUNDATION CONFIGURATION OF FIXTURES ��\c�, Y MIN.DIAMETER'C' I Q� 48 � IS L MOUNTING ARM BY S .., ;::f. :j '"':^ 3"CLEAR LIGHTING MANUFACTURER ASSUMED POLE . COVER(TYP.) 5y TAX LOT 7 I DIAMETERWIDTH'B') _ �.� ;.. '; _ - 1111attituc Cutcl'1d{ ` Jr.Sr,High Sc h I , + + + + I LIGHT POLE(ALUMINUM)BY-,",A ® e. o.00 o.00 o.00L �b ��'0J � L PF 'R+o.00 +o.00 oo +o.00 +o.00 LIGHTING MANUFACTURERI r SHED _ -REINFORCING TIE'E' � + +0 + + r + 10.00 + + cD 2g 0 00 0.00 0. 0 9.'f£L 1 0.0 0 w 0.00 .0 DOE 0.Ol 0.02 0.03 0.0 2a 0 �174�4 >35.9 VERTICAL REINFORCEMENT BAR'F' c<` 0' � -9 t � � a i OU :I»�d Q Good .F I + + + + + + + + HANDHOLE WITH COVER '00 Counsel Church' 0.00 0 0. 0 0.36 0.43 0.33 +0.28 0.31 0.38 0.29 0. 7 0.00 0.00 w CONDUIT SECTION VIEW ELECTRIC CO U T 5ti x I e 0 `$ P P MINIMUM ,x STUB U 1 0 0 I P + + + + + + _ ANCHOR BOLTS AND BASE PLATE I � ....... ��`:'.� x BY LIGHTING MANUFACTURER A f HIGH-STRENGT 3"MIN ��'I� u c� .....,�gW rah# AYB +0.00 0 0. 7 +1. 5 +l 60 .45 {1.31 0.82 0. 3 0.00 0.00 +0.00 + + + + *0 +0 0 0 +0.0 0 NON-SHRINK GROUT g^MAX IN LANDSCAPE AREAS Su �4�• O 0. 2 7 {l. 1 2 16 {l 47 +1.17 0.83 . CURB SEE SITE PLAN, m ( 1"CHAMFER(TYP (WHEN LOCATED IN PAVED FOR LOCATION) , AREA,Pf�OVIDE 3'MIN AND PAINT +0.00 + . 0 +0. 7 00 +1.16 � .43 �1.53 t1.55 t .34 tl 20 +0.� 10.00 �oo LOT 3 2'MIN. CONCRETE BASE YELLOW) '+ SI •� M FINISHED GRADE ,� . VICINITY MAP +0.0� + 0 +0. 8 {l.46 #1.30 {1.12 +1.08 {1.42 t .75 41 97 +0. 4 +0.00 +0.00 -� �\� : 4 PROJECT DATA cli C� o ': APPLICANT.................................. DR.MICHAEL KAMPOURAKIS Q + + + + + FOR PRECAST FOUNDATIONS.SUITABLE 14695 MAIN ROAD O� +0. 2 {1. 75 +1.16 {1.10 +1. _ 90 0. 17 0.00 0.00 s BACKFILL MATERIALS SHALL BE MATTITUCK,NY 11952 o COMPACTED TO 95%OPTIMUM DRY 1 0 I Z •.: .' ,. ;... ;; PROCTOR DENSITY IN 9"LOOSE LIFTS OWNER....................................... NANK HOLDINGS LLC +Oi 6 +2. + . + .80 {l.47 +1.20 � + 92 +0. 6 +0.00 +0.00 • '- 14695 MAIN ROAD ., MATTITUCK,NY 11952 �~ LU P NUMBER..................... Dist.1000,Sect.114,Block 8,Lot 5 +0.02 +0 9 2 3 4.10 +11 570 t1t 19 +2.63 4.61 1 70 +0. 4 .00 + . o ............................... 21,051.73 SF(0.48 Acres) SITE AREA �� _ I o .' AUGERED OR FORMED CAST-IN-PLACE OR A Z PRECAST CONCRETE PIER FOUNDATION CURRENT ZONING..................... RO + + + + + o REINFORCI G 0.02 0.i�6 2� 6 O .32 t1. +l. +1. 0.01 0.00 (4,000 PSI AIR-ENTRAINED CONCRETE) PROPOSED ZONING.................. NO CHANGE • u TIE SPACIN 'E' `": :'�•, :.: TAX LOT 4 CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) GARAGE LAND N/F JAMES HINSCH g ' PROPOSED USE......................... NO CHANGE + + Q.FL 15.2 + ,,. ' EXISTING FOOTPRINT............... 1,795.64 SF(INCLUDING GARAGE) 0.01 0. 6 {l. 08i:; �.2� 02 l 6 00.00 0. ) 0.00 0.02 - NOTE VERTICAL ": SEE LIGHT POLE FOUNDATION SCHEDULE j; . EXISTING GROSS 2,150 SF REINFORCEMENT BAR'F ". FOR ADDITIONAL INFORMATION. !. 0.01 10. 3 0 + . 3 + + 10. 10.03 10.02 4 "'`•: .18"•:;; +1.11 {1. 9 9 Oi •,: ,...: W + 3"CLEAR COVER(TYP) • +0.01 $. 5 0.6 �1408` ,; ':34\ �1.73 t1.95 +1.20 0. 3 + +o.l +0.04 +0.01 _ ' PROJECT SCOPE j Q FOUNDATION EXPANSION INTO REAR YARD FOR 10 ADDITIONAL PARKING STALLS 1 DIAMETER'C') INCLUDING NEW SITE DRAINAGE,LANDSCAPING AND LIGHTING. TAX LOT 6 +0. 4 .29 +0-6-8 4 T 6 + .60 +0.92 +0.0 +0.03 +0.01 WELLCOMPACTE AND N/F RONALD W. SCHWEIYEk & DOROTHY J. SCHWEIZER G` ! SUBGRADE ,I I ELEVATION VIEW +0.00 +0. 2 0.12 +0 6 1.01 7 +0.7 2 +0 +0.0 +0.0 2 +0.01 �9 TYPICAL LIGHT POLE FOUNDATION DETAIL + + +, + ice+ + + + N.T.S. 0.00 0. 0.03 .0 0.0- . / .00 0 .`DO 0. 1 0.0 0.00 0.00 z.r EXISTING DENTAL 2 STORY + + - + OFFICE TO #14695 + + + + + 0.00 O.i� 0.01 .0 0.0;ffmt .02 .03 0.0 0 00 0. 0.0(� 0.00 0.00 2,150 SF F.F. 16.87 +0.00 +0. +0.00 0 +01O%TQ�s.00 +o.o �+ . 0 +0.0 +o.O +0.00 +o.00 DESIGN CRITERIA �I I b� �'' SUBGRADE MINIMUM ALLOWABLE BEARING PRESSURE=3,000 PSF(ASSUMED) ass. 3 09/01/2021 PD SUBMISSION TO PLANNING DEPARTMENT +0.00 +0.I +0.00 .0 .0 +0.0 0 +0.0 01 +0.00 +0.00 SOIL FRICTION ANGLE=30 DEG(ASSUMED) I 2 06/16/2021 PD REVISED SITE LAYOUT +0. j +0. +0.00 0 0 + .00 +0.00 +0.00 0.�0 I+O.0 +0.00 +0.00 +0.00 +0.00 SOIL DRY UNIT WEIGHT=110PCF(ASSUMED) Cr(7' I 1 02/20/2020 LC REVISED PARKING LAYOUT I ``z\3 /� I �\ BASIC WIND SPEED=110 MPH NO. DATE BY DESCRIPTION C) I REVISIONS i � // I \� LIGHT POLE FOUNDATION SCHEDULE O � rQ,�� MAXIMUM HEIGHT ABOVE GRADE'A' 20'-0"MAX ASSUMED AVERAGE POLE DIAMETER WIDTH'B' 5"(SQUARE ALUMINUM) �-+ I 00 / MAXIMUM NUMBER OF FIXTURES SINGLE a WE � / MINIMUM FOUNDATION DIAMETER'C' 2'-0" d i ��"�/ MINIMUM FOUNDATION DEPTH'D' 6-0" CIVIL ENGINEERING REINFORCING TIES'E' • #3 TIE AT 12"O.C. a I VERTICAL HOOKED REINFORCEMENT'F' (6)#6 BARS EQUALLY SPACED 664 BLUE POINT ROAD, UNIT B A VV HOLTSVILLE NEW YORK 11742 �� v a � H 0 •=ADD 3 TIES,1-112"C-C,AT TOP OF THE FOUNDATION i i 80 0 s 57o g 4 . x,. ,• . - - - _ www.KeyCivilEngineering.com ,. 0 25 ) .. ..,µ . �,,,,.� PROJECT NAME - PROPOSED PARKING MAVTE I SEP 0 9 2021 RO WIDE) EXISTING BUILDING MOUNTED -- r ;x;, - LOT EXPANSION FOR 6 LUMINAIRE E--------` '-�'�"'� "'�� ' `? n, (6 ---------- EXISTING DENTIST OFFICE MANUFACTURER: RAB LIGHTING GENERAL FOUNDATION NOTES 14695 MAIN ROAD, MATTITUCK, NY 11952 / MODEL: WALL PACK LED DOWNLIGHT TOWN SOUTHOLD, COUNTY OF SUFFOLK GRAPHIC SCALE LABEL: C 1. STRUCTURAL CONCRETE AND CONCRETING PRACTICES SHALL CONFORM WITH ACI-318, "BUILDING CODE DIST.:1000, SECT.: 114, BLOCK: 8, LOT: 5, ZONE RO 20 0 10 20 40 80 / COLOR: TBD BY OWNER REQUIREMENTS FOR STRUCTURAL CONCRETE' DETAILS SHALL BE IN ACCORDANCE WITH ACI-315,"MANUAL OF STANDARD PRACTICE: DETAILS AND DETAILING OF CONCRETE REINFORCEMENT' FORMWORK SHALL CONFORM DRAWING TITLE WITH ACI-347, "GUIDE TO FORMWORK FOR CONCRETE," UNLESS OTHERWISE NOTED ON THE CONTRACT DOCUMENTS. �.< ( IN FEET ) 2. CONCRETE SHALL BE NORMAL WEIGHT STONE AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 SITE LIGHTING PLAN CITY 6SE CA, 1 inch = 20 ft. ' / PSI AT 28 DAYS. ALL DESIGN MIXES SHALL BE PROPORTIONED IN ACCORDANCE TO SECTION 5.3,"PROPORTIONING ! ON THE BASIS OF FIELD EXPERIENCE AND/OR TRIAL MIXTURES"OF ACI-318. THE WATER-CEMENT RATIO FOR THE PROPOSED MIX DESIGN SHALL ACHIEVE AN AVERAGE 28-DAY STRENGTH OF 1,200 PSI GREATER THAN THE wr REQUIRED STRENGTH ON LABORATORY TEST RESULTS. ALL DESIGN MIXES INCLUDING HISTORICAL TEST RESULTS w a?� Z•t z SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW, DATE: O6/16/2021 N �� 8a �� 3. CONCRETE SHALL HAVE A SLUMP NO GREATER THAN 4"TO WITHIN A TOLERANCE OF 1". e SCALE: 1"=20' 0,9<4- N��m 4. EXPOSED CONCRETE SHALL BE AIR ENTRAINED,6%(WITHIN 1%TOLERANCE),CONFORMING TO ASTM C 260. PROJECT NUMBER: 19195 5. CONCRETE SHALL BE CONSOLIDATED IN PLACE USING AN INTERNAL VIBRATOR. DRAWING BY: PD 6. REINFORCING STEEL BARS SHALL BE BILLET STEEL CONFORMING TO ASTM A 615,GRADE 60, ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED,ADDITIONAL BARS OR STIRRUPS CHECKED BY: Jp LUMINAIRE SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS. BAR SUPPORTS IN CONTACT POLE MOUNTED LUMINAIRE WITH EXPOSED SURFACES SHALL BE PLASTIC TIPPED. ALL ACCESSORIES SHALL BE GALVANIZED. SITE LIGHTING NOTES FIXTURE FIXTURE MOUNTING COLOR ARRANGEMENT APPROVED BY: Jp SYMBOL QUANTITY LABEL ARRANGEMENT COUNT MANUFACTURER/FIXTURE DESCRIPTION I MOUNTING TYPE HEIGHT LLF TEMPERATURE WATTS TOTAL WATTS MANUFACTURER: COOPER LIGHTING 7. ALL SPLICES OF REINFORCING BARS NOT INDICATED ARE TO BELTS AS PER THE REINFORCING SPLICE SCHEDULE 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. MODEL: UTLD TRADITIONAIRE LED DOWNLIGHT OR 40 BAR DIAMETERS. DISCONTINUOUS ENDS OF CONTINUOUS BARS SHALL BE STANDARD HOOKS. SEAL &SIGNATURE: ALTERATION OR ADDITION To THIS DOCUMENT EXCEPT BY A LICENSED 2 A SINGLE 1 COOPER LIGHTING/UTLD-PA1-100-830-U-T3-HSS 15'-0" 0.900 3000 K 96 288.0 LABEL: AB PROFESSIONAL ENGINEER IS A 2, NO REVISIONS,ALTERNATES,OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR O COLOR: TBD BY OWNER 8. SHOP DRAWINGS OF REINFORCING TO BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION VIOLATION OF SECTION 7209, WYO SUB-DIVISION 2,OF THE NEW YORK WRITTEN APPROVAL FROM THE ENGINEER. AND ORDERING OF MATERIAL. SHOP DRAWINGS SHALL SHOW ALL REINFORCEMENTS, SPLICE LENGTHS, BAR !G OC IN YO STATE EDUCATION LAW. 3. ILLUMINATION LEVELS SHOWN IN FOOT-CANDLES. ® LENGTHS,BEND SCHEDULES,AND CONCRETE DIMENSIONS. REINFORCING LAYERS SHALL BE SHOWN SEPARATELY A� ��'PERq,.v 1 B SINGLE 1 COOPER LIGHTING I UTLD-PA1-40-830-U-T4W-HSS 16-0" 0.900 3000 K 96 96.0 ON SHOP DRAWINGS. 4. ILLUMINATION LEVELS ON THIS PLAN HAVE BEEN CALCULATED FOR PROPOSED SITE AREA LIGHTS ONLY.ACTUAL t0� DRAWING No: 9. CONCRETE FIELD TESTS SHALL BE PERFORMED AS REQUIRED BY GOVERNING CODES BY A QUALIFIED No �9�@13t ALED ILLUMINATION LEVELS IN THE FIELD MAY DIFFER FROM THOSE DEPICTED ON THE PLAN DUE TO INTERFERENCE CALCULATION SUMMARY INDEPENDENT INSPECTION FIRM. TESTS SHALL NOT BE TAKEN LESS THAN ONCE A DAY OR LESS THAN ONCE PER ( r- u FROM EXISTINGIAMBIENT LIGHTING WHOSE ILLUMINATION LEVELS ARE NOT REFLECTED ON THIS PLAN. ll _ 1 C SINGLE 1 EXISTING RAB LIGHTING I WPLED26/PC 1T-0" 0.900 5000 K 26 26.0 _ 5. REFER TO ARCHITECTURAL PLANS FOR DECORATIVE BUILDING MOUNTED LIGHTS AND BUILDING CANOPY LIGHTS. 28- CUBIC YARDS OF CONCRETE. E LESS THAN 6 TEST CYLINDERS ARE TO BE TAKEN TO OBTAIN 7 DAY AND rk-c- LABEL CALC TYPE UNITS AVG MAX MIN AVGIMIN MAXIMIN MAX/AVG 28-DAY AVERAGE COMPRESSIVE STRENGTHS. Cn� ,,,r,,� •�> (� s C-4 TOTAL 384.0 10. IF CAVING OF DRILLED HOLES ARE ENCOUNTERED, CONTRACTOR SHALL PROVIDE BENTONITE SLURRY IN 0034''� CALC_PTS ILLUMINANCE Fc 0.63 5.75 0.0 NIA NIA NIA �,,,•,,,_•,,,� ��.:�,�� 6. LIGHT CIRCUITRY PLAN PREPARED BY OTHERS. 7. EXISTING AREA LIGHT SPECIFICATIONS WERE OBTAINED FROM PHASE 1 SITE PLAN REVIEW: LIGHTING PLAN PARKING LOT ILLUMINANCE Fc 1.88 4.61 .77 2.44 5.98 2.45 PERMANENT CASINGS FOR DRILLED CONCRETE PIER FOUNDATIONS. ;� S\ 11. CONCRETE SHALL ATTAIN 80%OF THE DESIGN STRENGTH OR CURE FOR A MINIMUM OF 7-DAYS PRIOR TO THE PREPARED BY SIDNEY B.BOWNE&SONS,LLP,DATED DECEMBER 1,2010(REVISION 11). INSTALLATION OF THE LIGHT POLES OR ALL LIGHT POLES ARE TO BE SUITABLY BRACED AGAINST WIND LOADS, 8. ILLUMINATION LEVELS SHOWN ON THIS PLAN WERE CALCULATED USING AGI32 PHOTOMETRIC SOFTWARE. EARTH PRESSURE,AND CONSTRUCTION LOADS DURING THE ABOVE MENTIONED TIMEFRAME. � L N PERANTEAU, P. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #083937 4 OF 6 Y:IKey Civil\Projects\201%19195_Mancini_14695 Main Road_MattituckOrawingsVey Civil\19195_2021.09.01_SPP3.dwg SOIL EROSION & SEDIMENT CONTROL NOTES: TAX LOT 7 APPROXIMATE LOCATION OF 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. a CONSTRUCTION DUMPSTER LAND N/F JOHN LOPER I SILT FENCE NOTES 2. THE STORMWATER POLLUTION PREVENTION PRACTICES PROPOSED HEREON HAVE BEEN IDENTIFIED AS THE MINIMUM PLAS. 1. PLACE SILT FENCE AT LOCATIONS AS SHOWN ON PLANS AS WELL AS DETAILS. RECOMMENDED PRACTICES. ADDITIONAL STORMWATER MANAGEMENT FACILITIES OR PRACTICES SHALL BE INSTALLED l SHED 2. SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS THE FENCE AROUND THE ENDS. TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN -�- RUNOFF FROM EXITING THE SITE. CONTRACTOR 0 NOT/ IN WRITING rIS LEGEND 3. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE DIRECTED BY THE T NOTIFY TING AND CONSULT WITH THE ENGINEER OF RECORD rt, 48 I N74°07'30"E 89.16 APPROXIMATE LOCATION OF GOVERNING AGENCY. IF ADDITIONAL MEASURES ARE REQUIRED OR IF THERE IS EVIDENCE INDICATING POTENTIAL OR REALIZED IMPACTS ON 1 MATERIAL STOCKPILES(TYP.) 4. DO NOT PLACE MATERIAL AGAINST SILT FENCE. WATER QUALITY DUE TO ANY STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. ' x� EXISTING ITEM PROPOSED by 5. INSPECT SILT FENCE IMMEDIATELY AFTER PLACING ANY MATERIAL NEARBY. McfttitUCIC-Cutcho 6. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY. 3. NOTHING IN THIS STORMWATER POLLUTION PREVENTION PLAN'S DRAWINGS OR ANY ASSOCIATED REPORTS RELIEVES 14 *1 I..II�� +?Cn I� PROPOSED SILT FENCE TO ACT AS PROPERTY LINE THE CONTRACTOR OR OWNERIOPERATOR FROM OBTAINING ANY OTHER PERMITS REQUIRED BY LAW OR COMPLIANCE e BARRIER AROUND THE PERIMETER OF THE WITH TAKING ALL REASONABLE STEPS TO MINIMIZE OR PREVENT ANY DISCHARGE IN VIOLATION OF NYS DEC OR WHICH AREA OF DISTURBANCE UPSTREAM/AREA OF DOWNSTREAM/EXISTING HAS A REASONABLE LIKELIHOOD OF ADVERSELY AFFECTING HUMAN HEALTH OR THE ENVIRONMENT. :`>? DISTURBANCE�UNDISTURBED GROUND BUILDING 4. CONTRACTOR SHALL BE FAMILIAR WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL "BLUE BOOK" DATED NOVEMBER 2016 ANY REPORTS PREPAREDSPECIFICALLY F R HI t5 a WOOD OR METAL FENCE POSTS SPACED ( ) 0 THIS OF APPROXIMATE LOCATIONOJECT AND THE REQUIREMENTS OF THE NEW Q YORK STATE DEPARTMEN T OF ENVIRONMENTAL CONSERVATION F R 00 8'-0"O.C.0 C.MAXIMUM METAL FENCE ( C .y APPROVED FILTER FABRIC MEETING G G T WASHOUT P.CONCRETE S STORMWATER DISCHARGE.c ) G . 4�tr�:aa of Goya� POSTS OR APPROVED VED AL BE a CONCRETE CURB N.Y.S.SPECIFICATIONS(3'0'WIDE) INSTALLED IN ASPHALT PAVEMENT) CC1Unsel Churel 5. EROSION CONTROL MEASURES TO PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE TAX LOT 3 FLOW ¢T HA A A NI SI E S LL T MI MUM CONFORM T THE NY 0 S STANDARDS AND PE I I A z S C F C TIONS FOR EROSION AND SEDIMENT 0 ROTATE POSTS TOGETHER O P a UNLESS ADDITIONAL 4 t CONTROLU SS D TIONAL MEASURES ARE NOTED OR REQUIRED B HE ENGINEER N � BEFORE INSTALLATION Q Y T OF RECORD. tN © CURB WALL � P "'•• �1 COMPACTED SOIL M � SECOND 6. IT SHALL NOT BE A DEFENSE FOR A CONTRACTOR OR AN OWNER/OPERATOR IN AN ENFORCEMENT ACTION THAT IT a t'�'i t u c PROPOSED INLET ADA STALL in SILT FENCE WOULD HAVE BEEN NECESSARY TO HALT OR REDUCE THE CONSTRUCTION ACTIVITY IN ORDER TO MAINTAIN ��W $a« � PROTECTION(TYP.) -/ COMPLIANCE WITH THE NYS DEC STORMWATER DISCHARGE REQUIREMENTS OR IMPLEMENT EROSION AND SEDIMENT C) o CONTROL'l' DEENT FI D DU ING SITE INSIPECTIO N N ORDER TO MA NTAIN FFECTIL EROSION CONTROL MEASURES SHALL VE ESS OF CONTROL MEASU ES.E ADJUSTED/ RELOCATED BY ONTRACTOR AS t+}SW m f;:;> n DIG 6"WIDE AND 6"DEEP 6" FIRST SILT •, SI - ® ® DRAINAGE INLET O R I 7. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES SHALL BE DEEMED INCLUDED IN THE TRENCH,BURY BOTTOM it FENCE PRICE BID FOR THE SITE WORK. III 1 1'-0"OF FILTER FABRIC, VICINITY MAP r i TAMP IN PLACE PST(TYP.) STAPLE(TYP.) -\ j� - �O MANHOLE 0 8. INSTALLATION OF EROSION CONTROL,CLEARING,AND SITE WORK SHALL BE DONE AS INDICATED IN THE CONSTRUCTION 1"=1,000' 0 SECTION JOINING FENCE SECTIONS SEQUENCE. j � a WOOD OR 9. INSTALLATION OF EROSION CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S PROJECT DATA C. 0 ) _____ 8'O.C. SILT FENCE/FILTER SAWCUT LINE -- METAL FENCE POST RECOMMENDATIONS AND REQUIREMENTS. (TYP-) FABRIC APPLICANT.................................. D4695R. 1MA NEROAD POURAKIS 10. CONTRACTOR SHALL INSPECT THE EROSION AND SEDIMENT CONTROL PRACTICES AND POLLUTION PREVENTION 14695 MAIN UCK,NY 11952 II i TO MEASURES BEING IMPLEMENTED AFTER EACH RAINFALL EVENT AND DAILY WITHIN THE ACTIVE WORK AREA TO ENSURE II TAX LOT 4 A ® DOOR LOCATION THAT THEY ARE BEING MAINTAINED IN EFFECTIVE OPERATING CONDITION AT ALL TIMES. INSPECTION OF ALL OWNER....................................... NANK HOLDINGS LLC GARAGE ENIEXT GD IMPLEMENTED PRACTICES SHALL OCCUR WEEKLY AT A MINIMUM. IF DEFICIENCIES ARE IDENTIFIED,THE CONTRACTOR 14695 MAIN ROAD G.FL 15.23 LAND N/F JAMES HINSCH SHALL BEGIN IMPLEMENTING CORRECTIVE ACTIONS WITHIN ONE BUSINESS DAY AND SHALL COMPLETE THE CORRECTIVE MATTITUCK,NY 11952 o DIRECTION OF ACTIONS IN A REASONABLE TIME FRAME. TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 8,Lot 5 TELEPHONE POLE SURFACE RUNOFF PLAN >:.. 11. CONTRACTOR SHALL REMOVE ANY SILT FROM SOIL EROSION AND SEDIMENT CONTROL MEASURES WHEN IT REACHES SITE AREA.................................. 21,051.73 SF(0.48 Acres) >:.. (1/2)ONE-HALF CAPACITY UNLESS OTHERWISE NOTED OR AS DIRECTED BY THE ENGINEER.THE MATERIAL SHOULD BE STANDARD SILT FENCE NOTES: CURRENT ZONING..................... RO -0- OVERHEAD WIRES 1. THE SLOPE OF THE LAND FOR AT LEAST 30 FEET ADJACENT AND UPSTREAM TO STANDARD SILT FENCE SHALL INCORPORATED INTO THE SITE IN A STABILIZED MANNER. NOT EXCEED 5%. PROPOSED ZONING.................. NO CHANGE 12. TEMPORARY SEED AND MULCH SHALL BE APPLIED TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED ;:.. 2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THE END POSTS SHALL BE ROLLED TOGETHER A GRADE AND VEGETATED WITHIN 15 DAYS.WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON,THEY SHALL BE CURRENT USE........................... PROFESSIONAL OFFICE(DENTIST) MINIMUM OF 3 TIMES. INLET PROTECTION II II STABILIZED WITH GEOTEXTILE FABRIC AND MAINTAINED ACCORDING TO BEST PRACTICES. PROPOSED USE......................... NO CHANGE TAX LOT 6 M1I 1 STANDARD SILT FENCE EXISTING FOOTPRINT............... 1,795.64 SF(INCLUDING GARAGE) T N.T.S. 13. CONTINUE INSPECTION AND REPAIR OF STORMWATER POLLUTION PREVENTION MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND PERMANENT STABILIZATION IS ACHIEVED. EXISTING GROSS -� AND N/F RONALD W. SCHWEIZER 2,150 SF •..�': '. - 1 FLOOR AREA................................ & DOROTHY J. SCHWEIZER 14. REMOVE EROSION CONTROL MEASURES,SILT,AND DEBRIS UPON ESTABLISHMENT OF PERMANENT STABILIZED COVER OF ALL UPSTREAM/TRIBUTARY AREAS. 20g b v i 15 DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL INACCORDANCE WITH ALL CITY,STATE,AND FEDERAL LAWS ANDUNSUITABLE MATERIAL APPLIC APPLICABLE CODES. PROJECT DEBRIS SHALL BE DISPOSED OF PROJECT SCOPE 12.4 •. ,`• EXPANSION INTO REAR YARD FOR 10 ADDITIONAL PARKING STALLS 16. THESE PLANS ARE BASED ON INFORMATION AVAILABLE TO OUR OFFICE AT THE TIME OF PLAN PREPARATION. INCLUDING NEW SITE DRAINAGE,LANDSCAPING AND LIGHTING. EXISTING DENTAL 2 STORY 0 CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS AND NOTIFY OUR OFFICE IF ACTUAL SITE CONDITIONS DIFFER OFFICE TO #14695 TREE PROTECTION ZONE/DRIPLINE FROM THAT SHOWN ON THE PLAN,OR IF THE PROPOSED WORK WOULD BE IMPACTED BY ANY OTHER SITE FEATURES. 2 AIN 150 SF 17. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. F.F. 16.87 I Imo$ 18. REFER TO GRADING AND LANDSCAPING PLANS FOR ADDITIONAL INFORMATION. 1 STORY //ENIEXT E:, 0 19. CONTRACTOR SHALL CLEAN ALL ON-SITE EXISTING&PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPE b1 21 v/ 4'TALL FLUORESCENT ORANGE AT END OF PROJECT AS WELL AS ANY OFF-SITE DRAINAGE STRUCTURES THAT MAY HAVE RECEIVED RUNOFF FROM THE ts.s. AREA DATA HIGH-DENSITY CONSTRUCTION I \ FENCE OR APPROVED EQUAL REA WITHIN TREE PROTECTION 20. CONTRACTOR SHALL PROVIDE TEMPORARY INLET PROTECTION BEYOND THE LIMITS OF DISTURBED AREA AS ;:. PROPERTY AREA................................ 21,051.73 SF(0.48 Acres) ZONE TO REMAIN UNDISTURBED \ PROPOSED CONSTRUCTION 6'LONG WOOD OR STEEL DURING CONSTRUCTION NECESSARY TO PREVENT SILT AND DEBRIS FROM CONSTRUCTION ACTIVITIES GETTING INTO ANY DRAINAGE SYSTEM ENTRANCE(TYP.) TOTAL DISTURBED AREA.................. 13,343.95 SF(0.306 Acres) FENCE POSTS. POSTS SHALL FOR WHICH THE PROJECT IMPACTS. BE SPACED HORIZONTALLY 8' ,, / \ EXISTING IMPERVIOUS AREA 8,987.46 SF(0.206 Acres) ,r:•R, r •r= : 21. CONTRACTOR SHALL LOCATE CONCRETE WASHOUT AREA, STOCKPILE AREA, AND CONSTRUCTION WASTE MATERIAL ON CENTER MAXIMUM. ;�; :f s -a 'r _ STORAGE AREAS SO AS TO MINIMIZE EXPOSURE TO STORMWATER. CONSTRUCTION WASTE SHALL BE IMMEDIATELY PERVIOUS AREA 12,064.27 SF(0.277 Acres) PLACED IN ON-SITE STORAGE CONTAINERS UNTIL READY FOR OFF-SITE DISPOSAL.CONTRACTOR SHALL MAINTAIN SPILL I / \ 4' PREVENTION&RESPONSE EQUIPMENT AND MAKE° Q' AVAILABLE ON-SITE FOR USE BY CONTRACTOR'S EMPLOYEES TRAINED 0) / ti AREA OF SITE AREA OF SITE PROPOSED IMPERVIOUS AREA 12,076.37 SF(0.277 Acres) CONSTRUCTION CONSTRUCTIONS IN THE APPLICATION OF SPILL PREVENTION&RESPONSE PROCEDURES. 3 09/0112021 PD SUBMISSION TO PLANNING DEPARTMENT r V PERVIOUS AREA 8,975.36 SF(0.206 Acres) 2' 22. CONTRACTOR SHALL IDENTIFY LOCATION OF WASTE CONTAINERS,FUEL STORAGE TANKS,CONCRETE WASHOUT AREAS 2 06/1612021 PD REVISED SITE LAYOUT O /�/ I 9 %:' °s\ AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED ON THE PLAN. V r n I i 1 02/20/2020 LC REVISED PARKING LAYOUT \ TREE PROTECTION FENCE NOTES: 23. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND IT IS THE NO. DATE ( I do* 1. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR PROPOSED LIMITS OF RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. BY DESCRIPTION � DISTURBANCE. 2. CONSTRUCTION VEHICLES TO STAY AS FAR AS POSSIBLE FROM TREE PROTECTION FENCE TO PREVENT 24. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: REVISIONS v ♦♦ ° �-�"� COMPACTION OF TREE ROOTS. a. STABILIZED CONSTRUCTION ENTRANCE/EXIT-A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED AT THE DRIVEWAY ALONG THE EAST SIDE OF THE PROPERTY;THIS AREA SHALL BE GRADED SO THAT / ° ' TREE PROTECTION FENCE RUNOFF WATER WILL BE RETAINED ON-SITE. ♦♦ C E b. INLET PROTECTION-IMMEDIATELY INSTALL FOR EACH INLET AS DRAINAGE STRUCTURES ARE INSTALLED. r o ✓ N.T.S. c. DUST CONTROL-STOCKPILES OF SOIL SHOULD BE LIMITED TO 15'MAXIMUM HEIGHT AND REMOVED OR UTILIZED ♦♦ c a , 40 FOR SITE CONSTRUCTION AS SOON AS PRACTICABLE. SHOULD EXCESSIVE DUST BE GENERATED, THE CONTRACTOR SHALL APPLY WATER TO BARE SOIL SURFACES TO MINIMIZE BLOWING DUST. c 0 .00 ° 5'��/ 20 0 10 20 40 GRAPHIC SCALE 80 25. THE RIGHT-OF-WAY IS NOT TO BE USED FOR STORAGE OR STAGING OF EQUIPMENT OR MATERIALS DURING i ° A D CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THE RIGHT-OF-WAY DURING CONSTRUCTION AND SHOULD INSTALL FENCING ALONG THE PROPERTY'S FRONTAGE TO LIMIT ACCESS FOR o CONSTRUCTION VEHICLES TO DEFINED POINTS OF INGRESS/EGRESS. CIVIL ENGINEERING 25 � IN FEET t j�JJ 26. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS PERMANENTLY OR TEMPORARILY(EXISTING DISTURBED AREA WILL 664 BLUE POINT ROAD, UNIT B A o V 1 inch = 20 ft. NOT BE DISTURBED AGAIN WITHIN 14 CALENDAR DAYS OF THE PREVIOUS SOIL DISTURBANCE)CEASED,THE APPLICATION S • R' HOLTSVILLE, NEW YORK 11742 OF SOIL STABILIZATION MEASURES MUST BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED N•Y WIDE WITHIN FOURTEEN(14)DAYS FROM THE DATE THE CURRENT SOIL DISTURBANCE ACTIVITY CEASED. (6 31 1 9 61-0 5 O 6 (66 www.KeyCivilEngineering.com �•r___.��-_'..�_N7V--_-�_---� PROJECT NAME 77 INLET PROTECTION TYPES AND USES v6'>a STEEL WIRE \ � .� SEP 0 9 2021 PROPOSED PARKING EROSION CONTROL COVER , -� LOT EXPANSION FOR 8'MIN _ ,:.,,•,;,- EXISTING PAVEMENT BALE, B B / �\ x /\\ 1 " L_.-f1` I, ,,, .I STAPLES(2 PER � � �� - TYPE EXAMPLE USAGE NOTES 50'MIN. STAPLE DETAIL _ STOCKPILE PERIMETER (MAX) F, _� .`.I z 3 $'� 10MILPLASTIC - 10MILPLASTICLINING Z _ SEDIMENT CONTROL �� H- 10-o MIN. ��_.-_..._____-.____- EXISTING DENTIST OFFICE FABRIC PLACED (SILT FENCE SHOWN) STOCKPILED \i�/ (�,p) THIS METHOD OF INLET PROTECTION IS NOT LINING BINDING /�� 4 11, MATERIAL �!� 14695 MAIN ROAD, MATTITUCK, NY 11952 0 UNDER INLET NOT PERMITTED /�/ o - - �� TOWN SOUTHOLD, COUNTY OF SUFFOLK ACCEPTABLE. MOUNTABLE BERM WIRE �r�� \�\� DIST.:1000, SECT.: 114, BLOCK: 8, LOT: 5, ZONE RO GRATE EXISTING GROUND FILTER CLOTH _ _ MAXIMUM SIDE SLOPES OF 2:1. (OPTIONAL) N SANDBAGS UNDER STONE PROFILE STRAW BALE-------. ��T�`` �� EXCAVATED DURING INITIAL OVERLOT GRADING NATIVE MATERIAL OR CONCRETE y MINIMUM DEPTH 1 FOOT. I DROP INLET AFTER THE STORM DRAIN TRUNK IS MAXIMUM DEPTH 2 FEET. 50'MIN. (IF EXCAVATED, BLOCK(TYP.) i 1 i 1 i DRAWING TITLE PROTECTION INSTALLED MAX CONTAIN 900 CF PER TRIBUTARY ACRE. 2VAH SLOPE) WOOD BA METAL STAKES SOIL EROSION & MAX SLOPE OF 1%OF SURROUNDING AREA. SECTION B-B (2 PER BALE) PLAN STOCKPILE NOTES: FABRIC DROP DURING FINAL ELEVATION GRADING 1.5'MAX UN-REINFORCED HEIGHT OF FABRIC. EXISTING GROUND II INLET PHASES AFTER THE STORM DRAIN CONCRETE AND GROUT WASTE MANAGEMENT: 1. STOCKPILE MANAGEMENT INCLUDES MEASURES TO MINIMIZE EROSION AND SEDIMENT TRANSPORT FROM SOILS OR MAINTAIN OVERFLOW TO DROP INTO THE 1. ALL WASH OFF AND NON-SOLID CONCRETE AND GROUT WASTE MUST BE CONTAINED IN AN EXCAVATED OR ABOVE OTHER ERODIBLE MATERIALS STORED AT THE CONSTRUCTION SITE. SPECIAL ATTENTION SHOULD BE GIVEN TO SEDIMENT CONTROL PLAN PROTECTION SYSTEM IS COMPLETED GROUND LINED CONSTRUCTED PIT. DROP INLET. z I-12'MIN. ? STOCKPILES IN CLOSE PROXIMITY TO NATURAL OR MANMADE STORM SYSTEMS. PROTECTION OF STOCKPILES IS A MINIMUM STONE BARRIER HEIGHT OF 1'. N co 9! 2. THIS FACILITY WILL RECEIVE ALL WASH WATER FROM THE CLEANING OF CHUTES,MIXERS,HOPPERS,VIBRATORS, YEAR-ROUND REQUIREMENT. STONE&BLOCK DURING THE INITIAL AND INTERMEDIATE MAXIMUM STONE BARRIER HEIGHT OF 2'. 1 a PLACING EQUIPMENT, TROWELS, AND SCREEDS. UNDER NO CIRCUMSTANCES WILL WASH WATER FROM THESE 2. THIS DETAIL DOES NOT APPLY TO CONTAMINATED MATERIALS WHICH REQUIRE ADDITIONAL MEASURES. III DROP INLET OVERLOT GRADING OF A DO NOT USE MORTAR. EXPOSE 6"OF FILTER CLOTH z OPERATIONS BE ALLOWED TO INFILTRATE INTO THE SOIL OR ENTER SURFACE WATERS OR STOMWATER 3. LOCATE STOCKPILES AS FAR AWAY FROM BODIES OF WATER,INFILTRATION AREAS,INLETS,AND OTHER DRAINAGE DATE: 06/16/2021 PROTECTION CONSTRUCTION SITE LIMIT HEIGHT TO PREVENT PONDING OR ALONG BOTH SIDES 2 MANAGEMENT FACILITIES. SYSTEM COMPONENTS AS POSSIBLE SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE BYPASS FLOW. PLAN VIEW o 3. CAPACITY-SIZE FACILITY TO CONTAIN SOLIDS,WASH WATER,AND RAINFALL. WASH WATER SHALL BE ESTIMATED ENVIRONMENTAL DAMAGE. SCALE: 1 =20' BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS AT 1 CUBIC FOOT PER CHUTE AND 7 CUBIC FEET PER 4. WEEDS SHOULD NOT BE ALLOWED TO GROW ON STOCKPILES. USED AFTER PAVEMENT USE WITH UPSTREAM BUFFER STRIPS AND HOPPER OF THE CONCRETE PUMP TRUCK AND/OR DISCHARGING DRUM. 5. WHEN THE STOCKPILE IS NO LONGER NEEDED,PROPERLY DISPOSE OF EXCESS MATERIALS AND RE-VEGETATE OR PAVED SURFACE CONSTRUCTION HAS BEEN DONE WHILE WITH TEMPORARY SURFACE STABILIZATION. STABILIZED CONSTRUCTION ACCESS NOTES: 4. LOCATION-LOCATE FACILITY FOR ACCESS BY TRUCKS AND AS FAR AS POSSIBLE FROM DRAINAGE SWALES,STORM OTHERWISE STABILIZE THE GROUND SURFACE WHERE THE STOCKPILE WAS LOCATED. PROJECT NUMBER: 19195 IV INLET FINAL GRADING AND SOIL 1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.PLACE AT INLET PERIMETER OR BEYOND. DRAIN INLETS,WETLANDS,STREAMS AND OTHER SURFACE WATERS AND WHERE POSSIBLE,A MINIMUM OF 100 FEET 6. FOR STOCKPILES MAINTAINED FOR MORE THAN ONE DAY,A SEDIMENT CONTROL SYSTEM, CONSISTING OF SILT PROTECTION STABILIZATION IS OCCURRING INTEGRATE TRAFFIC SAFETY, 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH AWAY FROM SUCH. PREVENT SURFACE RUNOFF FROM ENTERING THE STRUCTURE. SIGNS SHALL BE PLACED TO FENCING OR COIR LOG,SHALL BE INSTALLED AND MAINTAINED ON DOWNHILL SIDES TO CONTAIN MATERIAL. DRAWING BY: PD DO NOT CAUSE FLOODING OR BYPASS FLOW. WOULD APPLY). DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS DISCHARGED. 6.1. FOR TEMPORARY STOCKPILES ON THE INTERIOR PORTION OF A CONSTRUCTION SITE,WHERE OTHER FABRIC WILL EQUAL OR EXCEED THE 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. 5. LINER-PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 MILS WITH NO HOLES OR TEARS,AND ANCHORED DOWN-GRADIENT CONTROLS,INCLUDING PERIMETER CONTROL,ARE IN PLACE,STOCKPILE PERIMETER CHECKED BY: JP INSTALLED AND ANCHORED IN PERFORMANCE STANDARD FOR THE SILT 4. WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS BEYOND THE TOP OF THE PIT WITH STAPLES AS SHOWN, AN EARTHEN BERM, SAND BAGS, STONE, OR OTHER CONTROLS MAY NOT BE REQUIRED.ACCORDANCE WITH THE FENCE FABRIC. THE INSERTS WILL BE OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. MANUFACTURED STRUCTURAL APPURTENANCE. 6.2. PROTECT ALL STOCKPILES FROM STORMWATER RUN-ON. APPROVED BY: JP V INSERT INLET MANUFACTURERS RECOMMENDATIONS INSTALLED TO PRESERVE A MINIMUM OF 50% 5. GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. PRE-FABRICATED WASHOUTS MAY BE USED IF THEY ENSURE THE CAPTURE AND CONTAINMENT OF THE WASTE 6.3. FOR STOCKPILES IN ACTIVE USE,PROVIDE A STABILIZED DESIGNATED ACCESS POINT ON THE UPGRADIENT PROTECTION AND DESIGN DETAILS OF THE OPEN UNOBSTRUCTED DESIGN FLOW 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED WASH AND BE SIZED BASED AS ABOVE. SIDE OF THE STOCKPILE. SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS AREA OF THE STORM DRAIN INLET OPENING. BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE: 6.4. SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-THIRD(1/3)OF THE BARRIER DOCUMENT EXCEPT BY A LICENSED 7.1. ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE HEIGHT. PROFESSIONAL ENGINEER IS A 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR �QF NE),y VIOLATION OF SECTION 7209, FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL SEDIMENT SPILLED, DROPPED,WASHED OR TRACKED DEACTIVATED AND REPAIRED OR REPLACED IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED 6.5. INSPECT STOCKPILE SEDIMENT CONTROL SYSTEM IMMEDIATELY AFTER MODIFYING STOCKPILE. F P� SUB-DIVISION 2,OF THE NEW YORK INLET PROTECTION NOTES: UNLESS ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. OVER HARDENED CONCRETE SHOULD BE PUMPED TO A STABILIZED AREA,SUCH AS A GRASS FILTER STRIP. 6.6. REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED,OR AS DIRECTED BY THE / c� �4\4 R.PERq�T� STATE EDUCATION LAW. 1. CONTRACTOR MAY USE THE TYPE SUITABLE FOR THE SITUATION AND THEIR MEANS AND METHODS U SHALL E NE N A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN 7.2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75/°OF THE STORAGE CAPACITY OF THE ENGINEER,TO KEEP THEM FUNCTIONING PROPERLY. V �� 8. WHEN WASHING IS REQUIRED,ITS L B DO 0 STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND 7. FOR STOCKPILES INACTIVE FOR MORE THAN 14 DAYS, STABILIZE THE STOCKPILE TO PREVENT SEDIMENT G DRAWING No: NOTED OTHERWISE ON PLAN. CONTRACTOR MUST SUBMIT SPECIFICATION OF ANY TYPE V TO ENGINEER "� APPROVED SEDIMENT TRAPPING DEVICE. CITy01.1E C s BEFORE USE. PROPERLY DISPOSED OF OFF SITE. TRANSPORT USING AN EROSION CONTROL SYSTEM,CONSISTING OF TEMPORARY SEEDING AND MULCHING,PLASTIC r 1: 2. THE DRAINAGE AREA FOR A STORM DRAIN INLET WITH INLET PROTECTION SHALL NOT EXCEED 1 ACRE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. I GEOTEXTILE COVERING,SOIL BINDERS,OR EROSION CONTROL BLANKETS. USE OF MULCH OR SOIL BINDERS ONLY >� ��p CT n 3. IMMEDIATELY INSTALL INLET PROTECTION WHEN A STORM DRAIN INLET IS CONSTRUCTED. 10. CONTRACTOR TO ENSURE THAT THE TRACKING PREVENTION REMAINS EFFECTIVE DURING ALL CONSTRUCTION 7.3. DISPOSE OF THE HARDENED MATERIAL OFF SITE IN A CONSTRUCTION I DEMOLITION LANDFILL. ON-SITE O m o VAtWL Nil SEA l/DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. IS ACCEPTABLE IF THE STOCKPILE WILL BE IN PLACE FOR NO MORE THAN 60 DAYS. 3 4 Z t� PHASES. 4. EROSION CONTROL/TEMPORARY STABILIZATION MEASURES MUST BE IMPLEMENTED ON THE DISTURBED IN THAT CASE,THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED,OR BURIED AND COVERED WITH A MINIMUM 8. IMPLEMENT DUST CONTROL PRACTICES AS APPROPRIATE ON ALL STOCKPILED MATERIAL. z ? m cP DRAINAGE AREA TRIBUTARY TO THE INLET. -- � 11.ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS,DITCHES,OR WATERCOURSES. 5. TYPE IV INLET PROTECTION PRACTICES INCLUDE COMPOST FILTER SOCKS,GEO TUBES FILLED WITH BALLAST, 12.CONTRACTOR TO RELOCATE TRACKING PADS AS NECESSARY. OF 2 FEET OF CLEAN COMPACTED EARTHFILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. N -5 13.EXPOSE 6"END OF FILTER CLOTH ON BOTH OF THE LONGER SIDES FOR THE ENTIRE LENGTH. 7.4. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. qp 80 ,�� \G ,p�'`?3T ��C AND OTHER APPROVED EQUAL MANUFACTURED SURFACE BARRIERS. 7.5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN 6. TYPE V INLET PROTECTION PRACTICES INCLUDE DANDY SACK,FLEXSTORM CATCH-IT,ULTRATECH ULTRA-DRAIN NON-DESIGNATED AREAS. c 5m f n SNP GUARD,AND OTHER APPROVED EQUAL MANUFACTURED INLET INSERT. INLET PROTECTION STABILIZED CONSTRUCTION ACCESS CONCRETE AND GROUT WASTE MANAGEMENT MATERIAL STOCKPILE N.T.S. N.T.S. N.T.S. N.T.S. A-CLY PERANTEAU, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #083937 5 OF 6 YAKey 71vil\Projects\2019\19195_Mancini_14695 Main Road_Mattituck\Drawings\Key CiviM9195_2021.09.01_SPP3.dwg USE RIBBED SIGN SAVER PLATES WHER HEAVY DUTY GRAY IRON(CL35)DRAINAGE STRUCTURE SET BY EJ TX 1'-6"X 0.8 ALUM."NO STOPPING ANYTIME" SIGN THICKNESS IS LESS THAN 12 ROUND GRATE SET MODEL No.:V3600-3 RG V3600 CV UND SIGN(NYR 7.4)TO BE INSTALLED PROPOSED GAUGE(0.080"80 MIL)AND SIGN IS ROUND COVER SET MODEL No.:V1600-3 RG REVICPH2 CV UND IN FRONT OF PARKING AISLE 'NO PARKING ANYTIME"SIGN MOUNTED TO OPEN SIDE OF U CHANNEL 1/4"x 1/2"STAINLESS STEEL OR NO WHITE BACKGROUND PROPOSED ACCESSIBLE"RESERVED POS GALVANIZED BOLTS,GALVANIZED OR APPROVED EQUALS 1.5"COMPACTED WEARING COURSE PARKING PARKING"SIGN&"VAN ACCESSIBLE"SIGN PROPOSED CURB LINE ALUMINUM SIGNS WASHERS,AND STAINLESS Q� FULL DEPTH VERTICAL SAW CUT (NYSDOT TYPE 6F) 48 ANY RED TEXT (TYP) STEEL TAMPER PROOF NUTS MEET EXISTING FLUSH WITH NO TRIPPING HAZAR TIME Mattituc -Cutchog TACK COAT SIDE OF THIS SIGN TYPICAL AT ALL 8'WIDE 4"WIDE PAINTED ALVANIZED U CHANNEL POST EXISTING ASPHALT PAVEMENT TO REMAI EXISTING ASPHALT NYR 7-4 ADA STRIPED ACCESS AISLE 4"WIDE PAINTE STRIPE(WHITE) o z (WHERE SIGNS ARE MOUNTED 90 8" 2'-0" .J r"S High Seri 1 <y 19 STRIPE(BLUE)(TYP.) qN, K ��-, aDEGREES TO EACH OTHER,A m Cn w a c0 SQUARE POST MAY BE USED)V-0"X V-6"X 0.8 ALUM."RESERVED PARKING" p 3 wx zzp`= _= SIGN(MUTCD R7.8(MOD.))BOLT TO STEEL TUBE o, p 3 > ¢= - W/3/8'CADMIUM PLATED BOLTS,NUTS,AND WASHERS. g u- ;.- p 3. III-III-III=1 I I-III-III=III-I I-III-I I=III=III-III RESERVED PARKING- - - - - - - I NOTES F - - - T F GRADE - - - - GREEN LETTERS OF 0 y • PAINTED ACCESSI BLE P T G COLORS: - 1. MANHOLE SUPPORT H 2 TRAFFIC LOADING A M 0 OSU 0 OT 0 G N PLA R`. 2.5"COMPACTED ASPHALT BINDER AZURE BLUE `� Our a of Good f ALL COLORS TO BE SYMBOL TYP(BLUE) 2. CONCRETE STRENGTH 4,000 PSI @ 28 DAYS - y •dy• •. >» ��"� '•°> COURSE NYSDOT TYPE 3 RAME AND GRATE cou"nsel Chlurc ( ) LEGEND&BORDER............... GREEN ` � � 3. REBAR TO BE ASTM A-615 GRADE 60 f� R D HI E BA KG OUN W T C WHITE "DENSE GRADED AGGREGATE BASE BACKGROUND....................... � / / 4. WELDED WIRE FABRIC ASTM A-185 i '�` .................... i'�'i?�i'"'i'>i''i`<'•�'�i` / 6 J12"MIN.SUBGRADE COMPACTED VARIES 9'0" \ RE A P�vAN P CST • "• " ..... WHITE D T TYPE 2 SY MBOL..... � 0 COURSE NYS 0 COU ACCESSIBLE" I 12 VAN ACCESS --.•I `�• ti 6X I I � \ ( 4� -�1 FL 0 IB E 86 ACCESS L N T /o STANDARD PROCTOR P 12"MIN \ 0 95 SEE PLAN (TY ) \ CONCRETE COLLAR P "'••3� :>::::>::>::»::>:::: : SIGN(MUTCD R7-8p) • SYMBOL BACKGROUND........ BLUE NOTE: � l •''"'''•'• / / / / 24"MAX MUTCD R7-8 ALL PAVEMENT MARKINGS SHALL MEET MUTCD STANDARDS AND SPECIFICATIONS. z \ \� 1 a t-t i t U C k �r• PAVEMENT SECTION NOTES: PA �� - . .: 1. ACCESSIBLE PARKING SIGN SHALL CONFORM WITH CURRENT FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS. TYPICAL PAINTED STANDARD AND ACCESSIBLE STRIPING AREA DETAIL `° N.T.S. 2. VAN ACCESSIBLE SIGN SHALL CONFORM WITH CURRENT FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS. N.T.S. \TOST INSTALLED IN 6"DIAMETER 7" dew S-affow,Aye TE 3. MINIMUM SIGN MOUNTING HEIGHT SHALL BE 60"MEASURED FROM BOTTOM OF LOWEST SIGN TO THE PARKING FLOOR. I I � CONCRETE SONOTUBE,3' G VAN ACCESSIBLE & MINIMUM EMBEDMENT DEPTH 12" SI ACCESSIBLE RESERVED PARKING, NO PARKING ANYTIME SIGN DETAILS \ a"WALL 48"0 SIGN AND POST NOTES: 4-12" VICINITY MAP N.T.S. 1. WALL OR FENCE MOUNTED SIGNS SHALL BE 14 GAUGE ALUMINUM(0.06',60 W 1"=1,000' MIL)THICKNESS. OTHER SIGNS SHALL BE MINIMUM 14 GAUGE THICKNESS. STEPS AT 12"O.C. 2. MINIMUM OF 10 GAUGE ALUMINUM(0.10",100 MIL)THICKNESS FOR SIGNS GREATER THAN 2 SQUARE FEET IN AREA. PROJECT DATA 1-112" 3. SIGNS TO BE MOUNTED ON THE SAME POST ARE CALLED OUT IN ORDER FROM TOP TO BOTTOM. APPLICANT.................................. DR.MICHAEL KAMPOURAKIS 14695 MAIN ROAD 6'0 STEEL PIPE FILLED WIT •;',; SIGN AND POST 12"SUMP MIN. �; MATTITUCK,NY 11952 CONCRETE AND PAINTED YELLOW 6'4,000 PSI AIR ENTRAINED "?�:' N.T.S. OWNER.........................•.....•....... NANK HOLDINGS LLC CONCRETE WITH 6x6-W10xW10 6"NYSDOT TYPE 2 SUB-BASE :t :'.':: ; `'• WELDED WIRE FABRIC 3" 14695 MAIN ROAD �. � I 18• I MATTITUCK,NY 11952 .. . . < ... .. BLU -►1 SQUARE I-•- NUMBER..................... Dist. Blockof 5 • ` ' t Sect .. . z :•'„• .................................. 1.73 S 48 Acres) ��• ;� N 4 SECTION SITE AREA 2105 F 0. CONCRETE CURB WALL DETAIL NOTES CURRENT ZONING..................... RO �� PROPOSED ZONING.................. NO CHANGE / /\/\/ /\/\ •• 4-0 0 PRECAST CONCRETE CATCH BASINIMANHOLE DETAIL COMPACTED SUBGRADEy\\/\\/\\/\ \\/\\/ 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS,AND COORDINATE WITH ALL CONTRACT DRAWINGS,PROJECT N.T.S. CURRENT USE.................•......... PROFESSIONAL OFFICE(DENTIST) SEALANT = SHOP DRAWINGS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. IF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND DESIGN • PLANS ARISE,THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. PROPOSED USE......................... NO CHANGE CONCRETE SLAB DETAIL 12" 24" EXISTING FOOTPRINT............... 1,795.64 SF(INCLUDING GARAGE) N.T.S. GRADE :.' GRADE 2. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES,STRUCTURES,BUILDINGS,AND UTILITY LINES FROM ALL DAMAGE. EAVY DUTY GRAY IRON CL35)DRAINAGE STRUCTURE SETS BY EJ (MIN.) ;: ( EXISTING GROSS LOCATE AT EDGE OF PARKING SPACE - a" y' 3. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. ROUND GRATE SET MODEL No.:V3600-3 RG V3600 CV UND 2,150 SF FLOOR AREA................................ ROUND COVER SET MODEL No.:V1600-3 RG REV/CPH2 CV UND ACCESSIBLE SYMBOL '` '• 't r4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE PROTECTION OF ALL EXCAVATION SLOPES,WHERE NECESSARY,SHEETING CONCRETE CHIMNEY OR OR APPROVED EQUALS •..- •; ;.. •. ,• `,.'------NATURAL SOILS OR AND SHORING OF EXCAVATION SHALL BE PROVIDED WITH ALL REQUIRED TIE BACKS AND BRACING. METHODS EMPLOYED IN ALL BRICK ADJUSTMENT FOR PARKING SPACE 6'0 STANDARD STEEL PIP " ;'•'",:. Z COMPACTED FILL.ALL FILL SHEETING AND SHORING SHALL BE DESIGNED BY THE CONTRACTOR'S PROFESSIONAL ENGINEER LICENSED IN NEW YORK STATE. FINISHED GRADE PROJECT SCOPE N.T.S. FILLED WITH CONCRETE `;'• t: SHALL BE COMPACTED TO 95/o MAXIMUM MODIFIED DRY 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING INSPECTIONS ACCORDING TO GOVERNING BUILDING CODES. x EXPANSION INTO REAR YARD FOR 10 ADDITIONAL PARKING STALLS ••'' '}' DENSITY PER ASTM D1557 "CONCRETE TOP TO SUPPORT H 20 INCLUDING NEW SITE DRAINAGE,LANDSCAPING AND LIGHTING. AUGERED OR FORMED CAST-IN-PLACE �R; '•' y PLACED IN 12"LOOSE LIFTS 6. IF CONDITIONS IN THE FIELD ARE DIFFERENT THAN THOSE INDICATED ON THE CONTRACT DOCUMENTS OR DESIGN CALCULATIONS,THE 24" 4 o VEHICULAR LOADING,4000 PSI AT 28 DAYS CONCRETE PIER FOUNDATION.4,000 ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 12"0 CPP @ 1.00%MIN. PSI AIR-ENTRAINED CONCRETE .'�; :• •' ' 7. NO REVISIONS,ALTERNATES,OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL • ALL WALL SECTIONS&TOPS SHALL BOARD ON BOARD CEDAR 3'GRANULAR BASE 's'• .; FROM THE ENGINEER AND OWNER. ml ® ® ® ® ® BE SET IN A BED OF MORTAR SIDING,SOLID STAIN !� .� i:t s 8. STRUCTURAL CONCRETE AND CONCRETING PRACTICES SHALL CONFORM WITH ACI-318,"BUILDING CODE REQUIREMENTS FOR 90 STRUCTURAL CONCRETE.' DETAILS SHALL BE IN ACCORDANCE WITH ACI-315,"MANUAL OF STANDARD PRACTICE: DETAILS AND Tr BACKFILL UNDER,AROUND AND TOP OF DRYWELL RAINAGE RINGS SHALL BE WRAPPED DETAILING OF CONCRETE REINFORCEMENT.' FORMWORK SHALL CONFORM WITH ACI-347,'GUIDE TO FORMWORK FOR CONCRETE," WITH CLEAN GRANULAR GRAVEL AND SAND ® ® ® ® ® ® WITH 60Z.MIN.GEOTEXTILE FILTER FABRIC y BOLLARD DETAIL UNLESS OTHERWISE NOTED ON THE CONTRACT DOCUMENTS. 03 177 = = J� M N.T.S. 9. CONCRETE SHALL BE NORMAL WEIGHT STONE AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. ALL REAR ELEVATION DESIGN MIXES SHALL BE PROPORTIONED IN ACCORDANCE TO SECTION 5.3,"PROPORTIONING ON THE BASIS OF FIELD EXPERIENCE ®X® = ® ® 03 IM 10'-0" ANDIOR TRIAL MIXTURES'OFACI-318. 10.CONCRETE SHALL HAVE A SLUMP NO GREATER THAN 4"TO WITHIN A TOLERANCE OF 1'. ®C® ® ® ® Iml 93 Lu Lu BOARD ON BOARD CEDAR • •:a:• ; :•' •:• ', 11.EXPOSED CONCRETE SHALL BE AIR ENTRAINED,6%(WITHIN 1%TOLERANCE),CONFORMING TO ASTM C 260. / ® ® r ® ® Iwo SIDING,SOLID STAIN -..' ...p +: ,�.. ::' .4' ::. e ® ® r r ® Ia3 ® � o ° • ;. 12.CONCRETE SHALL BE CONSOLIDATED IN PLACE USING AN INTERNAL VIBRATOR. / ® ® ® ® ® ILLS ® 3 09/01/2021 PD SUBMISSION TO PLANNING DEPARTMENT •.. .: .. '. • J ILL • :PITCH SLAB 13.REINFORCING STEEL BARS SHALL BE BILLET STEEL CONFORMING TO ASTM A 615,GRADE 60. ALL REINFORCEMENT SHALL BE SECURELY Cn ® ® Cn r ® ® ® O 2 06/16/2021 PD REVISED SITE LAYOUT ., TO OR �° :�.: `.. : HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED,ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR Cn ® ® r ® 7 ® �� w ••. " ! " % ;• O /\ rL 1 02/20/2020 LC REVISED PARKING LAYOUT ••. '.••': ,; :, ; TO FURNISH SUPPORT FOR ALL BARS. BAR SUPPORTS IN CONTACT WITH EXPOSED SURFACES SHALL BE PLASTIC TIPPED. ALL > �\\`� SIDE ELEVATION 4 . ' :.'• ACCESSORIES SHALL BE GALVANIZED. w93 GATE FRAME 2.25"x2.25"x1/4" o '. a NO. DATE BY DESCRIPTION ! : STL.ANGLE W/DIAG.BRACING •• `'� `• •. . ; .: • • \ ® ® ® 1IQII FROM ALL CORNERS �:.• • , °: • • 14. ALL SPLICES OF REINFORCING BARS NOT INDICATED ARE TO BE LTS AS PER THE REINFORCING SPLICE SCHEDULE OR 40 BAR • ' •'.;. •: DIAMETERS. DISCONTINUOUS ENDS OF CONTINUOUS BARS SHALL BE STANDARD HOOKS. ® ® ® u�l ® ® 3'-0"MIN REVISIONS oe WOODEN FENCE .. ,•:4: .• '�. 15.CONCRETE FOOTING SHALL CURE FOR A MINIMUM OF 3-DAYS PRIOR TO THE INSTALLATION OF THE HIGH CURB WALL. ® ® ® ® ® 93 ENCLOSURE a ";. .'.. HEAVY DUTY GATE I I CEDAR SIDING I .' •. .. .•... ; HARDWARE, P. I I I •• • „' "• 16. WALL SHALL NOT BE BACKFILLED UNTIL CONCRETE HAS ATTAINED 28 DAY STRENGTH. •.. GROUNDWATER 4- H.D.CANE BOLT WI I I I :4• ":.. •• ' °'''• �: 17.EXPANSION JOINT THROUGH THE ENTIRE WALL SHALL BE PROVIDED AT EQUAL DISTANCES OF NOT MORE THAN 15 FT.JOINTS SHALL BE 4"MIN. HANGER,TYP. FILLED WITH PREFORMED EXPANSION JOINT FILLER,1/2'THICK.THE JOINT SHALL BE RECESSED 114"FROM THE TOP AND ALL EXPOSED '.o. •°•,:•': WALL FACES.CAULKING SHALL BE PROVIDED ABOVE EXPANSION JOINT,FLUSH WITH TOP AND ALL EXPOSED WALL FACES. 6'-0"MIN.PENETRATION INTO A VIRGI ; •.. `? •''� ''•: ' . STRATA OF SAND AND GRAVEL FRONT ELEVATION y: .•. , NOTES: " 9 1. LEACHING POOLS SHALL BE PRECAST CONCRETE CEMENT STRUCTURES AS MANUFACTURED BY SUFFOLK PRECAST INC. TRASH ENCLOSURE ELEVATIONS TREATE a " •' • ONCRETE PAD OR EQUIVALENT.SHOP DRAWINGS SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL CIVIL ENGINEERING CEDAR BOARD FINISHED 2. ALL CONCRETE CEMENT USED IN THE MANUFACTURING OF PRECAST STRUCTURES SHALL DEVELOP A MINIMUM 1131134 BLUE POINT ROAD, UNIT B N.T.S. GATES PLAN ( 33�SRaoE 114"RADIU 1-112"RADIUS COMPRESSIVE STRENGTH OF 4000 P.S.I.IN 28 DAYS. H O LTS V I L LE, NEW YO R K 11742 �OPFJ 3. SHOP DRAWINGS OF PRECAST MANHOLES&CATCH BASINS MUST BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL. (6 311 9 61-0 5 0 6 N.T.S �� 8" 4. REQUESTS FOR DEVIATIONS FROM STANDARD DRAINAGE INSTALLATIONS SHOWN MUST BE MADE IN WRITING&MUST 2"TYP a INCLUDE DRAINAGE CALCULATIONS. www.KeyCivilEngineering.COm 5. ALL DRAINAGE STRUCTURES SHALL BE PLACED IN ACCEPTABLE LEACHING SOILS AS APPROVED BY THE TOWN ENGINEER. IN THE EVENT POOR LEACHING MATERIALS IS ENCOUNTERED,EXCAVATION IS TO BE CONTINUED TO SUITABLE MATERIAL& PROJECT NAME BACK FILLED AS DETAILED. ON-SITE DRYWELL DETAIL PROPOSED PARKIN \-COMPACTED BACKFILL z xa ( -4, G BOARD ON BOARD CEDAR SIDING, 1 SOLID STAIN "C? N.T.S. FINISHNo. a d == S E P 0 9 2021 LOT EXPANSION FOR NTHROU THROUGH EXPANSION JOINTS ' EXISTING DENTIST OFFICE (IN,gX 33E0 LO 1/4"RADIUS 8" 1-112"RADIUS THROUGH EXPANSION JOINTS AT `'' '' f 14695 MAIN ROAD, MATTITUCK, NY 11952 / LOPEI TOP OF CURB I �„a VARIES(6"MIN.T018"MAX) 114"RADIUS TOWN SOUTHOLD, COUNTY OF SUFFOLK RMPER CONTINUOUSBOA 2x8 \\ \\� SEE GRADING,DRAINAGE, a DIST.:1000, SECT.: 114, BLOCK: 8, LOT: 5, ZONE RO &UTILITY PLAN 6" EXPANSION JOINT FILLER WHERE 1/2"RADIUS No.3 REBAR CONTINUOU N� CURB IS ADJACENT TO SIDEWALK. DRAWING TITLE EXCEPT THROUGHIhn (32 b EXPANSION JOINTS �' FINISHED GRADE FINISHED GRADE tD PAVEMENT 3",' f3 SITE DETAILS W ASPHALT PAVEMENT (REFER TO b` + a; 6"DIA.BOLLARD,TYP. . • FINISH GRADE 1"BELOW TOP OF (SEE DETAIL THIS SHEET) �OMPACTED BACKFILL ASPHALT PAVEMENT(REFER TO GRADING&DRAINAGE PLAN FOR N CURB IN ALL LAWN AREAS.FLUSH C GRADING&DRAINAGE PLAN FOR LOCATIONS) • • '•' \//\\/�\\// IN ALL SIDEWALK AREAS. LOCATIONS) CONCRETE 4000 PSI AT 28 DAY d . , -6'MIN COMPACTED 3/4"CLEAN ; DATE: 06/16/2021 / WASHED STONE OR APPROVED #50 BAR CONTINUOUS No.3 REBAR AT Q� "MIN COMPACTED 314"CLEAN \/ \/ EQUAL BETWEEN JOINTS SCALE: AS NOTED 12"ON CENTER WASHED STONE OR APPROVED No.4 REBAR AT 12"ON CENTER 4 // EQUAL A .a GRADE \/ d • `. PROJECT NUMBER: 19195 e n ! ' • : , . ° /�,\CT7 CONCRETE 400 19"�\CONCRETE 4000 PSI AT 28 DAYS \\fib/\\/ PSI AT 28 DAYS d �OMPACTED BACKFILLA No.4 REBAR CONTINUOUS EXCEPT DRAWING BY: PD ✓ / i THROUGH EXPANSION JOINTS \ \ \ %. \COMPACTED BACKFILL CONCRETE CURB NOTES: \\\\\\ CHECKED BY: \ \ //// //// //// C AT 12"ON CENTER JP � �..I / / / I I I 1. CONCRETE SHALL BE A MONOLITHIC POUR,MUST USE FORMS FRONT AND REAR. \ / / / / No.3 REBAR CONTINUOU $ 2. CONCRETE TO CURE 14 DAYS MIN.BEFORE ROADWAY PAVING CAN BEGIN. b; \\�\\ I ( //\\// I I 6"CONC.SLAB WI THICKENED ��\j \/�%j/ /\ � EXCEPT THROUGH 2'x 3'KEY 3. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL CONDITIONS SHALL BE BACKFILLED APPROVED BY: J P EDGE(SEE DETAIL THIS SHEET) i(! EXPANSION JOINTS a, %�\ I• I j\\� I I I I d o.3 REBAR AT 12"ON CENTER a 4. XIPANSION JOINTS TO BE CRUSHED M NN 15'MAX. SEAL& S I TU RE: ALTERATION OR ADDITION TO THIS 'd' I DOCUMENT EXCEPT BY A LICENSED 6x6 TREATED FENCE POST ( I Jj_ d 5. EXPANSION JOINTS SHALL BE PROVIDED AT EQUAL DISTANCES OF NOT MORE THAN 15' AND AT ALL STORM SEWER PROFESSIONAL ENGINEER IS A \\ • )'� /� 4'-0'INTO 12'0 CONC.PIER I I I I / G O VIOLATION OF SECTION 7209, . i I 2"CLEAR(TYP) 3"(TYP) INLETS. JOINTS SHALL BE FILLED WITH PREFORMED EXPANSION JOINT FILLER, 1/2" THICK. THE JOINT SHALL BE 't Y ��• PE Q SUB-DIVISION 2,OF THE NEW YORK RECESSED 1/4"FROM THE TOP AND FRONT OF THE CONCRETE CURB.CAULKING SHALL BE PROVIDED ABOVE EXPANSION C� t�1 R Rq, STATE EDUCATION LAW. EXPOSE POST END L J L J / / JOINT,FLUSH WITH TOP OF CURB. t�` N\r �TF r 2'6"MIN 6. PAVEMENT REPAIR TO BE PROVIDED AS NEEDED FOR CURB REPLACEMENT. v� DRAWING No: m L J PLACE ON UNDISTURBED SOIL 7. THE TOP OF CURB(AT THE OUTSIDE OR NON-EXPOSED FACE)AND THE FLOW LINE OF CONCRETE GUTTER SHALL NOT PROVIDE MIN.8"DRAINABLE PLACE ON UNDISTURBED SOIL VARY MORE THAN 0.01 FT.FROM A 10 FT.STRAIGHT EDGE PLACED LONGITUDINALLY ALONG THE CURB OR AT THE FLOW a, MATERIAL AT EXPOSED POST END CONCRETE CURB WALL DETAIL (TYPE 11 LINE OF THE GUTTER. �\ 'Tj SEAL Qw FOR GRADE DIFFERENCES OF 6" T01'-6" MAX CONCRETE CURB WALL DETAIL (TYPE 11) 8. THE FACE OF CURB SHALL NOT VARY MORE THAN 0.03 FT. FROM A 10 FT. STRAIGHT EDGE PLACED LONGITUDINALLY TRASH ENCLOSURE SECTION FOR GRADE DIFFERENCES OF V-6" TO X-O" MAX ALONG THE FLOW LINE. �r r N.T.S. 9. THE ELEVATION OF THE TOP OF CURB OR FLOW LINE OF GUTTER SHALL NOT VARY MORE THAN 0.02 FT.FROM THE TRUE > `'�Q'11'1 ' V-6 N.T.S. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF N.T.S. ELEVATION LAID OUT IN THE FIELD BY THE ENGINEER. �'e 4 J r 4t� RECORD FOR REVIEW PRIOR TO INSTALLATION OF CONCRETE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF ' CURB WALL FOR GRADE DIFFERENCES OF 6"TO V-6" RECORD FOR REVIEW PRIOR TO INSTALLATION OF CONCRETE CONCRETE CURB TRASH ENCLOSURE DETAILS CURB WALL FOR GRADE DIFFERENCES OF T-6"TO T-0" N.T.S. N.T.S. NEW K N�PERAN�TEAU� �P3E� PAGE No: 6 of 6 Y:\Key Civil\Projects\2019119195_Mancini_14695 Main Road_Mattituck\Drawings\Key CiviA19195_2021.09.01_SPP3.dwg N ^ ' ' fI ~ L c ■, _ Z 00 N N p 6i T I C v C U � �_ M LLJ o a z H l 0 Ln O c � U a O W � g F V� U � CG � F A a-J Z JO O 00 z e Q U � O W N 00 Ln lqT Ott O � r-I r-I J44 r-I (D O Z W Q i= N � w C z = O a 0 � � cA O z c/) C U 4- `--I G J o +-' U D � 4-J 4-J c6 O .� r-i2 � o N tn ^ E" N � a N N 00 N t-- m 0 � � I � o o F � U b C4 Gn A H OC W a O -- w 1 l NJ r LPL � a r O f f W - Q V1 H (A W 3 • W Z O J Q O Z Z Y O O J Y z man Wm W l7 Z Z `^ v~i Z x W W O V ~ O x a N x H c a. 0 0 w z o o � Q o F , �n U_ �r Z J_ m Z N X fn W {J = Z W O W Z z f O W J N O Ll ~ O x a eq d z1 . k d c ' V) U_ � C W W LL W N CU 1 Q J J 5c Z W , o O C7 t Z C W � � Z z � � z t o `W J •� o LLI LLI LLI LLJ LLI LLI LLI LU ��r 4 j. 4 i Jy, -r Q • � 0 / � w � / 5 bjD e / \ G w � J � e � \ Q � Ln Z O c v' 2 - O \ u LLI « � z . � $ S ) � z �d � « . . a 2 LA . x \ \ . LLI / � a ui § � ■\\ : �/\ - � � l © 0 Ln u O N N O T UbbA ti H Q z o O +� 0 A wO z o 0 o F W) U � CC A W Z J } F- IX W a O a Z cc W N Q W Z O J a W a a c� a L7 = z o w w z z 1 Y w J �p u ~ O x a OFFICE LOCATION: � MAILING ADDRESS: Town Hall Annex � � P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY �, Telephone: 631 765-1938 www.sontholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Building Permits Examiner From: Brian Cummings, Planner �G\ Date: May 12, 2022 Re: Use Certification Amended Site Plan for 14695 Main Road Parking Lot Expansion Amended 14695 Route 25, Mattituck SCTM#1000-114.-8-5 The Planning Board has found this Site Plan Application suitable for determination pursuant to §280-131 F (1) and refers the application to you for final review and certification. This site plan is an amendment to the approved site plan for an existing dentist office to expand the parking lot. The property is located at 14695 NYS Route 25, Mattituck. Your certification is requested by June 1, 2022. If this date is not feasible, please contact this office directly. Thank you for your cooperation. Encls: Site Plan Application Site Plan Southold Town Plannina Board Work Session —Apr 25 2022� Pa e 3 Project Name. 15105 Oregon Road Stand SCTM#. 1000 73-1-1 ard Subdivision ..Location: 15105 Oregon,Rued, utcpho proposes _ . cre parcel a _.. Description: two lots where Lot1e subdivision equals 2.60 acres and Lot 2 equals 3 This standard rcelinto q .24 acres and is improved with a single-family residence in the Agricultural Izoning,districts .,,w... .Conservation and Residential 80 ..._ -------... �.. Status Pendingm Action Review Vine Planting _. ..... .. Attachments: � Email m ._......�. _e ...._ ..�a ....�.. ...a .. ..... _ .. _m ..._. Pro1 ect Name: 14695 Main R. .. g .. .. 0 . .. . � Parking Lot Expansion SCTM#� 100 114 8-5 .. . ._._ Amended. ..oad P Location. 14695 Route 25, M_attituck . _.. .. ...... _ .. __ ..... { Descnption: This site Ian is an amendment t' p o the approved site plan for an existing dentist office to expand the parking lot. The property is located at 14695 NYS Route 25, Mattituck �Q Status Pending .. _.., .. _. .. Attachments view Revised Site Plan m(_Action Review e _ �� -Staff Report.m.._ _._..... . ...,....! Pro ect Na .._ w . m me: ! Srrrythu Standard Subdivision SCTM# 1000 102 6 23 1 ion. . .. _ .. _. s29s3standard2y5„ Cutchogue �.n. T... .: p .A.� Location: . Description: Th' subdivision proposes to subdivide a 3.68 acre improved parcel into 3 lots; where lot 1 equals 1.01 acres, lot 2 equals 1.46 acres and lot 3 equals 1.21 acres in the R 40 zonin district. Status`._ ...�..._ New A p1jc tion ... .._,... . ........., ...._ ,,. Action Review for Completeness . „_ __........ . � Stff porgy am. �.� _. � ........ � _.. ... .. . . ®. Attachments a ..... . mm n.w. . wa .... .....m _ s s Ce10, .. -- _.. 1205 Ro Land _ M# 10001111 35 1 25 �. _e- a�, . _.. .. ... m..m�.. � _ .. Location* ute 25 e Pecomc m Wellnes nter SC Southold Pro ct Name P proposed . _....... Description: ' This amended site Ian is for the construction of a 1,138 sq. ft. addition to the existing Wellness Center and a reconfiguration of the parking lot in front of the subject addition and the entrance to the existing Community Center, all part of an existing continuing care y Density Zoning community on 144 acres m the Hamlet District.�retirement co............... graved a ® _ �. coon". . certificate of occupancy Action Rpp ,— Staff Rep rrtCe ..� .. .. . . Attachments: p Southold Planning Department Staff Report Site Plan Application Work Session — Revised Site Plan Review Date April 25, 2022 Prepared By: Brian Cummings I. Application Information Project Title: 14695 Main Road (Dentist Office) Amended (Parking Lot Expansion) Applicant: Dr. Michael Kampourakis Tax Map Number: 114.-8-5 Project Location: 14695 Main Road Hamlet: Mattituck Zoning District: Residential Office (RO) II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±0.48 acres Building size No change III: Review and Analysis Approved 2001 Site Plan including a Dentist office with six (6) parking stalls and existing; A. Proposed,: a. 360 sq. ft. existing detached storage garage to remain b. Reverse driveway traffic flow and relocated relevant traffic signage c. Eighteen (18) parking stalls. i. Sixteen (16) paved stalls (including 1 ADA) ii. Two (2) garage parking stalls d. Storm water management controls (see analysis below); e. Dumpster enclosure in rear of parking area B. With reference to the Planning Board referral review follow up: 1. Pursuant to 280-129(C)(1) the Planning Board agreed to permit the applicant to pay a sum of$700 ($350 per tree) in lieu of two (2) required street trees. A third required tree will be planted as specified below. The fee shall be paid 1 prior to any site plan approval and will be deposited into the Fiduciary Fund and used by the Southold Town Tree Committee exclusively for the planting of new street trees and/or the replacement of damaged or removed trees on Town property; Submitted: no; 2. Please provide the items listed below on a minimum of five (5) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan. Multiple site plan pages are recommended to ensure legibility: a. Provide the following as specified by the Town Engineer: i. Drawing C-2 has a note "Existing Storm water Drainage Structure to Remain" with an arrow that does not appear to point to a structure. Resolve this discrepancy. Submitted: yes; b. Provide one (1) street tree in front yard area that does not interfere with driveway site lines. Wire-friendly trees should be considered depending on location; c. Provide the following as a condition on the site plan: i. In addition to landscape plantings as per the approved site plan, fencing along the east, west and north rear yard property lines shall be maintained in order to maintain sufficient screening of parking area. Submitted: yes; d. Provide the following best management practices on the [landscape] plan to further Policy 5 of the Local Waterfront Revitalization Program (LWRP) to protect and improve water quality and supply in the Town of Southold: is Use native, drought-tolerant plants in landscaping; ii. Use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture; iii. A maximum of 1 lb. of nitrogen per 1,000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year; 2 iv. The application of fertilizer products containing nitrogen, phosphorus, or potassium is prohibited between November 1st and April 1 st; Submitted: yes; e. Provide a Code compliant photometric plan to include any existing fixtures to remain and proposed exterior light fixtures on site with the following: i. Verify mounting heights for all proposed light fixtures; ii. Foot candle values shall be <_ 0.05 along all property lines. iii.. Foot candle values shall be no greater than 5.Ofc on site; iv. Fixture color temperature is to be <_ 3000 Kelvin (2700K for LED); v. If exterior lighting is proposed for signage, provide the photometric details to ensure the light source is provided from above (gooseneck or other) and that the face of the sign does not exceed 5.Ofc; vi. All exterior lighting shall be designed, located, and lamped to prevent excessive lighting, energy waste, glare, light trespass, and unnecessary skyglow. vii. All nonessential exterior lighting shall be turned off within 1/2 hour after the close of business and/or when not in use. Lights that are controlled by timers or that are motion-sensor-activated are encouraged to replace existing lighting necessary for safety purposes. Submitted: yes; however, the existing freestanding sign Route 25 is lit from the ground and therefore not Code compliant. These ground lights must be removed prior to the issuance of a CO. This can be enforced as a site plan condition. IV: Planning Board items to consider 1. Require the applicant to submit payment pursuant to 280-129(C)(1) for two (2) street trees as previously required. The Planning Board agreed to permit the applicant to pay a sum of$700 ($350 per tree) in lieu of two (2) required street trees. A third required tree will be planted as specified below. The fee shall be paid prior to any site plan approval 3 2. Require that the proposed street tree is planted on the subject parcel and not within the State ROW; 3. Consider a condition to remove the existing noncompliant lighting for the existing freestanding sign lighting prior to the issuance of a CO; OR, prior to endorsing (stamping) the approved site plan. Once the requirements listed above have been submitted on a revised site plan and the Town Engineer has verified the plan is consistent with Chapter 236, all site plan requirements have been met and this application can be scheduled for a determination at the next available planning Board public Meeting on May g�h 4 Kt 11 CIVIL ENGINEERING 664 Blue Point Road,Unit B Holtsville,NY 1 1 742 P:(631)9B I -050B F:(631)619-0367 www.keycivilengineering.com LETTER OF TRANSMITTAL (VIA FEDEX) Date: March 30,2022 File Number: 19195 From: Jaclyn Peranteau,PE To: Town of Southold Planning Department A,P R �� tl� Town Hall Annex Building BUILDING DEPT. 54375 Route 25 TOWN OF SOUTHLD Southold,NY 11971 S Attn: Brian Cummings CEIVED Subject: Site Plan Approval �.w_.._ a 5 14695 Main Road Mattituck,NY 11952 � oob�i-6l - 6Vvn SCTM#: 10007-114-8-5 Planning Board Co ies Date Sheet Description 5 03/30/2022 C-1 to C-6 of 6 Site Plan Package(Rev. 5) Remarks Enclosed please find the above referenced documents for your formal approval. If you have any questions or require additional information,please do not hesitate to contact our office. JP/km CC: Dr.Michael Kampourakis(w/enclosures via email) Pong Mui&Michelle Misciagno-Mancini Mui Architecture PLLC(w/enclosures via email) CML&CONSULTING ENGINEERS 1:Jkev Ci,iPPrajerts�'019'J9195 ,I fewini_1J69511ain Rand_,11nttia,k 19195_20".03.30 Tanis to TOS_Planning reflnal appvl doev Southold Town Planning Board Work Session --pDecember 6: Om21 — Page 2 Project Name: NOFO Center Amended SCTM#: ; 1000-143-3-1 Location: 75 Marlene Lane, Mattituck _ 1 _.. ..... Description: This site plan is for an existing commercial building with new proposed uses. Status: New Application Action: Review for Completeness Attachments: Staff Report Project Name: " .IF Farms Agricultural Storage SCTM# 1000-83-2-12.7 Building Location: 12595 Oregon on Road, Cutchogue Description: This site plan is for the proposed construction of a 60' x 100' (6,000 sq. ft.) agricultural pole barn, including employee bathrooms, an office and storage with a 19-space parking lot, and a 60' x 40' (2400 sq. ft.) agricultural storage shed. Status: New Application Action: Review for Completeness Attachments: Staff Report Project name: New Suffolk Waterfront Fund SCTM_ #: 1000-117-8-18 Location: 650 First Street, on the corner _ j. _ Suffolk of Main Street and First Street, New Description, 471s a ft. to the historic Galley Ho restaurant building, totalin 1 72 pp n and addition of q. y g, g 5 sq. ft., to include a 66-seat restaurant and 16-slip marina on 2.3 acres in the M-II Zoning District. Status: Approved Site Plan Action: Discuss Parking Attachments: None Project Name: 14695 Main Road (Dentist Office) Amended SCTM#: 1000-114-8-5 . (Parking Lot Expansion) Location: 14695 NYS Route 25, Mattituck Description: Amend the approved site plan for an existing dentist office to expand the parking lot. Status: Pending Action: Referral Review Attachments: Staff Report Project Name: Water Dynamics Corp. Storage Building SCTM#:' 1000-55-5-11 Location: 46950 CR 48, Southold Description: This site plan is for the proposed conversion an existing 1,303 sq. ft. building to a water testing and filtration business; including the construction of a 988 sq. ft. storage building on 0.28 acres in the General Business "B" Zoning District. Status: Pending Action: Referral Review Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Date December 6, 2021 Prepared By: Brian Cummings I. Application Information Project Title: 14695 Main Road (Dentist Office) Amended (Parking Lot Expansion) Applicant: Dr. Michael Kampourakis Tax Map Number: 114.-8-5 Project Location: 14695 Main Road Hamlet: Mattituck Zoning District: Residential Office (RO) II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±0.48 acres Building size No change III: Review and Analysis Approved 2001 Site Plan including a Dentist office with six (6) parking stalls and existing; A. Proposed: a. 360 sq. ft. existing detached storage garage to remain b. Reverse driveway traffic flow and relocated relevant traffic signage c. Eighteen (18) parking stalls. i. Sixteen (16) paved stalls (including 1 ADA) ii. Two (2) garage parking stalls d. Storm water management controls (see analysis below); e. Dumpster enclosure in rear of parking area B. Public Hearin . held and closed; C. Referrals: Mattituck FD, Town Engineer, Building Department, LWRP, Fire Marshall, Code Enforcement, Town Board; I Office of the Town Engineer Drawings C-1 through C-6 of the Proposed Parking Lot Expansion for Existing Dentist Office dated June 16, 2021, prepared by Jaclyn Parenteau, P.E. Please have the applicant submit revised plans that address the following: i. Drawing C-2 has a note "Existing Storm water Drainage Structure to Remain" with an arrow that does not appear to point to a structure. Resolve this discrepancy. Fire Marshall No comments or concerns regarding the proposed project; Mattituck Fire District No comments or concerns regarding the proposed project, there is adequate fire access to the subject site; Local Waterfront Revitalization Program (LWRP) The proposed action is CONSISTENT with the LWRP provided that the following is considered: i . Consider requiring wire-friendly street trees; iii. Best Management Practices within Landscaped areas- 1. Require the use of native, drought-tolerant plants in landscaping; 2. Require only the use of organic fertilizers where the water- soluble nitrogen is no more than 20% of the total nitrogen in the mixture; 3. Require a maximum of 1 lb. of nitrogen per 1000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year; 4. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November Vt and April 1st , 5. The use of phosphorus containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of the phosphorus in the product, e.g. 22-0-15. 2 Use of products with 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. Suffolk County Planning Commission (SCPC) — exempt D. Staff Analysis: a. Parking area Buffer/landscaping: L This Residential Office zoned parcel abuts other RO zoned land and the following has been provided: � e ... a Native? ? ._, uantitye �1Z .. Eastern Red 5 6'-7' Yes Cedar Brodie Red 8 6'-7' Yes Cedar Dark 20 6'-7' Yes American Arborvitae Skyline 4 2 '/z'�...-,,,.....Ye.. y s Honey 3"cal. Locust Low Scape 7 m .1...........................m.......... 5-18" Yes Mound Aronia Arrowwood 6 30-36" Yes Viburnum _ Compact 12 24-36" Yes Inkberry Creeping 11 15-18" Yes Juniper spread Switchgrass 4 24-30"......1 b. Street Trees:. i. Frontage = 100' /40' = 2.5 ii. (3) Street Trees required (none shown/proposed) 280-129(C)(1) Tree Fund if the Planning Board makes a finding pursuant to this chapter that the Proposed site plan presents a pr per case forr:!�cIurring trees to be planted for_screellin ol- land�scaping puljaoses, but that a suitable location for said plantings does not exist or it is otherwise...i.mpracticable. the PlanninBo r t n7apermit the applicant to i3a v a sum of money in lieu thereof. The fee shall be as follows: [1] Not less than $350, nor more than $750 per tree, based on caliper, that would have been required for screening or landscaping purposes. (b) Timing of fee payment. The fee shall be paid prior to any site plan approval. (c)The fee shall be deposited into the Fiduciary Fund and used by the Southold Town Tree Committee exclusively for the planting of new street trees and/or the replacement of damaged or removed trees on Town property. c. Exterior lighting information has been provided on sheet C-4. The following specifications should be provided pursuant to Chapter 172, i. Foot candle values shall not exceed 0.05fc along all property lines; Staff: there are multiple spots where this foot candle value is exceeded along the rear and side property lines. ii. Color temperature shall not exceed 3000K (2700K LED) for any fixture. Staff: at least one fixture is noted as 5000K on sheet C-4 iii. Total Lumens = 0.5 x (residential)10,000 = 5,000 0.5 x (commercial) 25,000 = 12,500 Proposed total = unknown iv. The applicant should clarify if any existing exterior fixtures are proposed to remain, if yes (including sign lighting), those fixtures must be included on the photometric plan IV: Planning Board items to consider 1. Accept the recommendations of the LWRP; 2. Provide all required items on a minimum of five (5) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan. a. Provide all requirements as specified by the Town Engineer; 4 b. Provide a Code compliant photometric plan for any proposed exterior light fixtures on site: i. Total lumens on site ii. Verify mounting heights for all proposed light fixtures; iii. Foot candle values shall not exceed 0.05fc along property lines abutting a street or residential zone; iv. Fixtures are to be <_ 3000 Kelvin (2700K for LED); v. The applicant is encouraged to utilize lighting only as necessary on site, and using motion sensors instead of leaving lights on all night. c. Provide the following as conditions on the site plan: i, Existing fencing along the east, west and north rear yard property lines shall be maintained in addition to landscape plantings as per the approved site plan in order to maintain sufficient screening of parking area. Note: a draft electronic site plan (PDF) including the items listed above is encouraged to be submitted to this Department prior to printing multiple copies of the site plan for review efficiency. 2. Once the requirements listed above have been submitted on a revised site plan and the Town Engineer has verified the plan is consistent with Chapter 236, all site plan requirements have been met and this application can be scheduled for a determination at the next available Planning Board Public Meeting. 5 SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER I TOWN HALL — 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)—765—1560 Fax. (631) 765 9015 � o � ,Innr` � 0 %,usHnlp[1`�ws;,lin+ t°I Vln�tfYpP � &' , mmPa "�u OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings November 16, 2021 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 REC _ , Re: 14695 Main Road Parking Lot Expansion CJV 2 3 2021 SCTM #: 1000 — 114. — 08 — 05 Nainnin Board Dear Mr. Cummings: - As per a request from your office, I have reviewed Drawings C-1 through C-6 of the Proposed Parking Lot Expansion for Existing Dentist Office dated June 16, 2021, prepared by Jaclyn R. Peranteau, P.E.. Please have the applicant submit revised plans that address the following: 1. Drawing C-2 has a note "Existing Stormwater Drainage Structure to Remain" with an arrow that does not appear to point to a structure. Resolve this discrepancy. If you have any questions regarding this review, please contact my office. Sincerely, 446�0 0t,., Michael M. Collins, P.E. Town Engineer OFFICE LOCATION: MAILING ADDRESS: Town Hall Annexe P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) � . Telephone: 631 765 1938 Southold, NY 11971n LOCAL WATERFRONT REVITALIZATION PROG:RA TOWN OF SOUTHOLD MEMORANDUM NOV8 2021 Z)oUtlok Town d_ Paaninang f3or To: Donald Wilcenski, Chair Town of Southold Planning Board From: Mark Terry, AICP Assistant Town Planning Director LWRP Coordinator Date: November 17, 2021 Re: 14695 Main Road Parking Lot Expansion Amended SCTM: 1000-114.-8-5 Zoning District—RO This site plan is an amendment to the approved site plan for an existing dentist office to expand the parking lot. The property is located at 14695 NYS Route 25, Mattituck. SCTM1000-114-8-5. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP)Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,the proposed action is CONSISTENT with the LWRP provided the following is considered: 1. To further Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold, consider requiring wire-friendly street trees. 2. To further Policy S.S. Protect and conserve the quality and quantity ofpotable water the following best management practices are recommended in the landscaped areas: a. Require the use of native, drought-tolerant plants in landscaping. b. Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20%of the total nitrogen in the mixture. c. Require a maximum of 1 lb. of nitrogen per 1000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. d. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1st and April 1 St. e. The use of phosphorous containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Brian Cummings, Planner OFFICE LOCATION: � � MAILING ADDRESS: Town Hall Annex ��i � �'ro P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) �� Telephone: 631 765-1938 Southold NY 11971 m w LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD ......�_�� k�j��... MEMORANDUM �� °w�„ � �� To: Donald Wilcenski, Chair �PUrurouol� Board Town of Southold Planning Board _. . _.a ._. From: Mark Terry, AICP Assistant Town Planning Director LWRP Coordinator Date: November 5, 2021 Re: 14695 Main Road Parking Lot Expansion Amended SCTM: 1000-114.-8-5 Zoning District—RO This site plan is an amendment to the approved site plan for an existing dentist office to expand the parking lot. The property is located at 14695 NYS Route 25, Mattituck. SCTM1000-114-8-5. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP)Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,the proposed action is CONSISTENT with the LWRP provided the following is considered: 1. To further Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold, consider requiring wire-friendly street trees. 2. To further Policy 5.5. Protect and conserve the quality and quantity of potable water the following best management practices are recommended in the landscaped areas: a. Require the use of native, drought-tolerant plants in landscaping. b. Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. c. Require a maximum of 1 lb. of nitrogen per 1000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. d. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November I"and April I". e. The use of phosphorous containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Brian Cummings, Planner Michaelis,Jessica From: Baylinson, Lester Sent: Thursday, November 4, 2021 3:35 PM To: Cummings, Brian A. ,,,�,� � ,' Cc: Michaelis, Jessica; Mirabelli, Melissa REC Subject: TM# 114.-8-5 I�()G' 4 2('221 .�"'66thaO I Owil":.. Hello,there are no past or present violations on any of these parcels,Ok to proceed. l.IanrOng :Board 1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex � � � I/ P.O. Box 1179 54375 State Route 25 �� " �� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) v� .4 Telephone: 631 765-1938 Southold, NY V � vvvvw.southoldtownny.gov RECEI �i PLANNING BOARD OFFICE L_. TOWN OF SOUTHOLD -c5-L—)t �� Rann ng Board MEMORANDUM To: Lester Baylinson, Ordinance Inspector-CK 15?11� James Easton, Fire Marshal From: Brian Cummings, Planner Date: November 3, 2021 Re: Proposed Amended Site Plan for 14695 Main Road Parking Lot Expansion 14695 NYS Route 25, Mattituck SCTM#1000-114.-8-5 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This site plan is an amendment to the approved site plan for an existing dentist office to expand the parking lot. The property is located at 14695 NYS Route 25, Mattituck. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-114.-8-5 Suhrnissiorl Gilithout a Co Lcttcf' RECEIVED Scader NOV �� ?� �1I J �Illtfloard Subject: NA �VCV5 ('(1akn 9,o (A SCTM#= 1000 Date: \\ , dr I 5L0g- Comments: ce 065 VN r : 1 AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as 'i 411 "N C L--, �yf A J� 0, P), by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remain in place for at least seven days prior to the date of the public hearing on I I m I have sent notices by certified mail - return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and e7,ery property which is cross on Your Name (print) w ' + S i ��, Pe al'r) I, Address Date ,, vN1M�r� � s Notary Public - A�-.NO,��a�i 3298 D IN UFF LK COUNTY., " OF NE PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon Fri. 10/29/21 Re: 14695 Main Road Dentist Office Amended (Parking Lot Ex ansion SCTM#: 1000-114-8-5 Date of Public Hearing: Mondav, November 1 2021 6:03 p.m. Notice to Adjacent Property Owners Mattituck Dentist Parking Expansion 14695 NYS Route 25, Mattituck, NY SCTM#1000-114.-8-5 Vkr)AI'J d L A L IJAA-3 2, 114. 8-4 - -,7 057 4 vd.) 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Ratisi r p r,r t r,,,, Ada,j�l u t f"cl ITI vo::T no n I S AC C Cy 1, Y'll S US PS 1'racking hQrallnet )4�)Ifll)(ejty &gll3tiiwe and AtiM'OSS Timadring Nurnll:ieiir:741,20 18"10 GOIDO 2290,3,02 Tihs litain was clellivered an 10112WW2!1 at 11 49!00 No,ab do Selittd Seat c I,1, 11 yj w !,)Uk,,,jk Sco ilr PI I 111 J Product"I raddng&ReK)ilng,AH lll%tlglhts Reserved VersOoimi:22,1 IAN htt,lps://I,,.)tsa-2.11sl.')S.gol/pts2..-vveb/tc"l.iitirari��t'['rackingNii,n,,i."I�,c'spoi.,ise/detiver,ySigi,iat ireA,i.-ii,(.IA,.... 10/26/2021 Du From: Kate McNay <km@keycivilengineering.com> Sent: Tuesday, October 19, 2021 10:53 AM u To: Michaelis, Jessica Subject: Mattituck Dentist Parking Expansion Hi Jessica, PPano°oik,ig IF,oand I just wanted to confirm the mailing address of the neighboring properties that need certified mailings. I used the Suffolk County Real Property Tax Service Agency and these all were "mailing addresses"for the owners. Are these the correct addresses we should be sending to? 114-8-3: Meade Family Trust - 2680 Pike Steet, Mattituck, 11952 114-8-4: James Hinsch - 7290 Peconic Bay Blvd., Laurel NY 11948 114-8-6: Victor DiPaolo & Barabara Racanelli - PO Box 379, Mattituck 11952 114-8-7: John H. LoperII - PO Box 732, Mattituck 11952 114-9-3: Mattituck Park District - PO Box 1413 Mattituck, 11952 114-9-4: Chad Mello - 3030 Ole Jules Lane, Mattituck 11952 Sincerely, Kate McNay Key Civil Engineering, P.C. — NYS Certified WBE 664 Blue Point Rd. Unit B Holtsville, NY 11742 OFFICE: 631-961-0506 Fax: 631-619-0367 www.keycivilenc ineerin .com SAME TEAM. SAME SERVICE. NEW BRAND ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 7i. 1. PB Resolution setting the hearing—This is your copy of the Planning Board resolution that set the public hearing. 2. List of adjacent property owners to noti —This is the list of the adjacent property owners that you must mail the notice of hearing to. These notices must be mailed by certified mail, with return receipt. 3. Notice to a�d"a ent property owners and copes of the tax map pages — These are the documents that must be mailed to the adjacent property owners (certified w/ return receipt). Some applicants like to include a cover letter, but a cover letter is not a requirement. 4. Affidavit of Posting_-This affidavit must be signed, notarized and returned to the planning department by October 2"d with the certified mail receipts and any green cards that you have received. 5. Southold Town Code related to Public Hearin This is just a copy of the Southold Town Code related to public hearings for your record. 6. Zoom Instructions —This is a copy of the zoom instruction for the public meeting for your record. One of these is included in the "notice to adjacent property owners". Feel free to call me with any questions. Jessica Michaelis, Planning Board Secretary 631-765-1938, jessicam@southoldtownny.gov OFFICE LOCATION: . LING DRESS: Town Hall Annex � � TMr _ P.O. Box 1179 54375 State Route 25 ', Southold,NY 11971 z (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov co PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Building Permits Examiner From: Brian Cummings, Planner Date: November 3, 2021 Re: Proposed Amended Site Plan for _ 14695 Main Road Parking Lot Expansion 14695 NYS Route 25, Mattituck SCTM#1000-114.-8-5 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This site plan is an amendment to the approved site plan for an existing dentist office to expand the parking lot. The property is located at 14695 NYS Route 25, Mattituck. Thank you for your cooperation, Encls: Site Plan Application Site Plan OFFICE LOCATION —tZ- ALAILING DRESS: Town Hall Annex w P.O. Box 1179 54375 State Route 25 •�" "" '"" Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 vv w.southoldtownny.gov COUNIII PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Ordinance Inspector James Easton, Fire Marshal From: Brian Cummings, Planner Date: November 3, 2021 Re: Proposed Amended Site Plan for 14695 Main Road Parking Lot Expansion 14695 NYS Route 25, Mattituck SCTM#1000-114.-8-5 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This site plan is an amendment to the approved site plan for an existing dentist office to expand the parking lot. The property is located at 14695 NYS Route 25, Mattituck. Thank you for your cooperation.. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-114.-8-5 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex 01/ P.O. Box 1179 54375 State Route 25 � " '', Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) '" ". Southold, NY Telephone: 631 765-1938 www.southoldtowrmy.gov OOUNTY,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Brian Cummings, Plannelc� Date: November 3, 2021 �JJ Re: Proposed Amended Site Plan for 14695 Main Road Parking Lot Expansion Application Name: 14695 Main Road Parking Lot Expansion Tax Map Number: 1000-114.-8-5 Location: 14695 Route 25, Mattituck Type of Application: Sketch Subdivision Map Dated: Preliminary Subdivision Map Dated: Final Subdivision Map Dated: Road Profiles Dated: Grading and Drainage Plans Dated: Other Dated: Site Plan Dated: last revised 911/21 Revised Site Plan Dated: Grading and Drainage Plans Dated: Other (AS BUILT) Dated: Project Description: This site plan is an amendment to the approved site plan for an existing dentist office to expand the parking lot. The property is located at 14695 NYS Route 25, Mattituck. Thank you for your cooperation. OFFICE LCATI MAILING ADDRESS: Town Hall Annex f s / P.O. Box 1179 54375 State Route 25 , Southold, NY 11971 (car.Main Rd. &Youngs Ave.) °^ Southold, NY k�, Telephone: 631 765-1938 "UNTi, PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planner Date: November 3, 2021 Re: Request for Review Proposed Amended Site Plan for 14695 Main Road Parking Lot Expansion 14695 NYS Route 25, Mattituck SCTM#1000-114.-8-5 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This site plan is an amendment to the approved site plan for an existing dentist office to expand the parking lot. The property is located at 14695 NYS Route 25, Mattituck. Thank you for your cooperation. OFFICE LOCATION: NIAILING ADDRESS: Town Hall Annex P'� s P.O. Box 1179 54375 State Route 25 ��` Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ° Southold, NY Telephone: 631 765-1938 www.southoldtow-nny.gov 00 NV PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 3, 2021 Mr. John Harrison c/o Mattituck Fire District P.O. Box 666 Mattituck, NY 11952 Re: Request for Review Proposed Amended Site Plan for 14695 Main Road Parking Lot Expansion 14695 NYS Route 25, Mattituck SCTM#1000-114.-8-5 Dear Mr. Harrison: The enclosed Site Plan Application is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. Please respond with your recommendations at your earliest convenience. This site plan is an amendment to the approved site plan for an existing dentist office to expand the parking lot. The property is located at 14695 NYS Route 25, Mattituck. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, Brian Cummings Planner Encls.: Site Plan Application Site Plan OFFICE LOCATION: 2"I"ZZ: LING ADDRESS: Town Hall Annex .�' so,1,� P.O. Box 1179 54375 State Route 25 �" 'i Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) w "' Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Planne V Date: November 3, 2021 Re: Request for Review Proposed Amended Site Plan for 14695 Main Road Parking Lot Expansion 14695 NYS Route 25, Mattituck SCTM#1000-114.-8-5 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This site plan is an amendment to the approved site plan for an existing dentist office to expand the parking lot. The property is located at 14695 NYS Route 25, Mattituck. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-114.-8-5 OFFICE LOCATION: LINGADDRESS: Town Hall Annexe OF 5O P.O. Box 1179 54375 State Route 25 AX �� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) " ° k Telephone: 631 765-1938 Southold, NY www.southoldtow-imy.gov PIZ 0OUNTV PLANNING BOARD OFFICE TOWN OF SOUTHOL November 3, 2021 Ms. Jaclyn Peranteau, P.E. Key Civil Engineering, P.C. 664 Blue Point Road, Unit B Holtsville, NY 11742 Re: Public Hearing 14695 Main Road (Dentist Office) Amended (Parking Lot Expansion) 14695 Main Road, Mattituck SCTM#1000-114.-8-5 Dear Ms. Peranteau: A Public Hearing was held by the Southold Town Planning Board on Monday, November 1, 2021 regarding the above-referenced application. The Public Hearing was closed. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman OFFICE LOCATION: v asm MAILING ADDRESS: Town Hall Annex . P.O. Box 1179 54375 State Route 25 �� '�' Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) � �� °pg Southold, NY „� Telephone: 631 765-1938 www.southoldtownny.gov OiAl oil N d PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 5, 2021 Ms. Jaclyn Peranteau, P.E. Key Civil Engineering, P.C. 664 Blue Point Road, Unit B Holtsville, NY 11742 Re: SEQR Classification & Set Hearing — 14695 Main Road (Dentist Office) Amended (Parking Lot Expansion) 14695 Main Road, Mattituck SCTM#1000-114.-8-5 Dear Ms. Peranteau: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, October 4, 2021: WHEREAS, this amended site plan is to expand an existing parking area as part of an existing dentist office on 0.48 acres in the Residential Office (RO) Zoning District, Mattituck; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is an Unlisted Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, November 1, 2021 at 6:03 p.m. for a Public Hearing regarding the Site Plan entitled "Proposed Parking Lot Expansion for existing Dentist Office" prepared by Jaclyn R. Peranteau, P. E., dated June 16, 2021 and last revised September 1, 2021. Dentist Office Parking Lot Expansion Page 2 October 5,_20l The public hearing packet regarding the Town's notification procedure and the sign & post will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Please return the Affidavit of PosjLnA/Mailjng, included in the packet, along with the certified mailing receipts AND the signed green return receipt cards before 12. 0 noon on Friday, October 29, 2021. The s n and the post need to be returned to the Planning Board Office after the public hearing is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, r Donald J. Wilcenski Chairman Encls.. Notice to Adjacent Property Owners Mattituck Dentist Parking Expansion 14695 NYS Route 25, Mattituck, NY SCTM#1000-114.-8-5 1. 114.-8-3 2. 114.-8-4 3. 114.-8-6 4. 114.-8-7 5, 114.-9-3 6. 114.-9-4 Southold Town Planning Board Notice to Ad'acent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a Site Plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-114-8-5; 3. That the property which is the subject of this application is located in the B Zoning District; 4. This site plan is an amendment to the approved site plan for an existing dentist office to expand the parking lot. The property is located at 14695 NYS Route 25, Mattituck. SCTM#1000-114-8-57 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2"d FI., Former Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet: 1, Go to the Town of Southold website www.south oldtownny.gov; 2. Click on Town Records Weblink/Laserfiche icon located on the home page; 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending"; 5, Click on the SCTM# (tax map #) of the application (found in #2 above). Or by sending an e-mail message to: Jessicai @m outhi ldtowtiny. oy; 6. That a public hearing will be held on the matter by the Planning Board on Monday, November 1 2021 at 6:03 1p.m. at Southold Town Hall, Main Road, Southold and virtually via the Zoom online platform; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. It is not necessary to attend this hearing to participate. Written comments received prior to the public hearing date are acceptable. Written comments may be submitted via letter or email to: JessicaM(o,southoldtown!iy Petitioner/Owner Name: NANK Holdings Inc Date: 10/5/21 pr=` MAILING ADDRESS: OFFICE LOCATIOI°I: P.O.Box 1179 Town Hall Annex Southold,NY 11971-0959 54375 State Route 25 ih � Telephone:631-765-1938 ,. www.southoldtownny.gov (cor.Main Rd.&Youngs Ave.) Southold,NY PLANNING BOARD OFFICE TOWN OFSUT OLD PLANNING BOARD PUBLIC MEETING Monday, November 1 , 2021 6:00 p.m. Options for public attendance:. In person: Location: Southold Town Hall, Main Road, Southold. or To join via computer: https://us06web.zoom.uslj/84407697040?pwd=M1 IJaUYySTVRVW1 VMmUrRIZRc2JIQT09 Or Online at the website zoom.us, click "Join a Meeting" and enter the Meeting ID: 844 0769 7040 Password: 087996 Join by telephone: Call 1(646)558-8656 Enter Meeting ID and password when prompted (same as above) 9«oN�3s339 �� p Stt'N'a39338 I 1 CytF.d 1 l I _ La s _ wst. ILL 12 Al c \J "V zC:a zasa n a r v I e 3 t I , i 3Nn rn w ' � .. � .,� A. �� Nn._ _..._ < ., u•ixauv ,,;,� wow I I,^�I �^ ( I III I 1 ,_IoLL o�L.=$�..$l $s o$ JJ�LL�J._L1L�,�_L.� �.,.tl ....LLLL €��R8. a n_ a AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for at least seven days prior to the date of the public hearing on I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY: 12:00 noon Fri. 10/29/21 **************************************************************************************************** Re: 14695 Main Road Dentist Office Amended (Parking Lot Expansion) SCTM#: 1000-114-8-5 Date of Public Hearing: Monday, November 1 2021 6:03 p.m. Town of Soulhold PC/Codebook for Wbidobvs § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-20031 Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date, place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated, proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town, which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant, petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail, return receipt requested, posted at least seven days prior to the date of the initial public hearing on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property, nature of relief or approval involved, and date, time and place of hearing. The applicant, petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. 1 MAILING ADDRESS: OFFICE LOCATION: � w� P.O.Box 1179 Town Hall Annex Southold,NY 11971-0959 54375 State Route 25 it '; Telephone:631-765-1938 r . r www.southoldtownny.gov (core Main Rd.�c Youngs Ave. � � Southold,NY 7` r PLANNING BOARD OFFICE TOWN OFSOUTOL ........ ........ PLANNING BOARD PUBLIC MEETING Monday, November 1 , 2021 6:00 p.m. Options for public attendance: • In person: Location: Southold Town Hall, Main Road, Southold. or • To join via computer- https:/IusO6web.zoom.us/j/84407697040?pwd=Ml 1JaUYySTVRVW1 VMmUrRIZRc2JIQT09 Or Online at the website zoom-us, click "Join a Meeting" and enter the Meeting ID: 844 0769 7040 Password: 087996 Join by telephone: Call 1(646)558-8656 Enter Meeting ID and password when prompted (same as above) OFFICE LOCATION: MAILING SS: Town Hall Annex SO P.O. Box 1179 �� pF r� � 54375 State Route 25 �) �� ' 7 Southold, 11971 (cor. Main Rd. &Youngs Ave.) y dip Southold, NY '. Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 5, 2021 Ms. Jaclyn Peranteau, P.E. Key Civil Engineering, P.C. 664 Blue Point Road, Unit B Holtsville, NY 11742 Re: SEQR Classification & Set Hearing — 14695 Main Road (Dentist Office) Amended (Parking Lot Expansion) 14695 Main Road, Mattituck SCTM#1000-114.-8-5 Dear Ms. Peranteau: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, October 4, 2021: WHEREAS, this amended site plan is to expand an existing parking area as part of an existing dentist office on 0.48 acres in the Residential Office (RO) Zoning District, Mattituck; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is an Unlisted Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, November 1, 2021 at 6:03 p.m. for a Public Hearing regarding the Site Plan entitled "Proposed Parking Lot Expansion for existing Dentist Office" prepared by Jaclyn R. Peranteau, P. E., dated June 16, 2021 and last revised September 1, 2021. Dentist Office Parking Lot Expansion Page 2 Octobers 2021mm The public hearing packet regarding the Town's notification procedure and the sign & post will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Please return the Affidavit of Posting/Mailin included in the packet, along with the certified mailin recei is AND the si ned green return recei t cards before 12:00 noon on Friday, October 29 2021. The sign and the post need to be returned to dire Plannin Board Office after the public hearing is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, �, �{ )au Donald J. Wilcenski Chairman Encls. Southold Plann T ;nq_Board Work Session October 4, 2021 Paq,e 2 .d..._. ._._. . Project Name: 14695 Main Road (Dentist Office) Amended SCTM#: 1000-114-8-5 (Parking Lot Expansion) Location: 14695 NYS Route 25, Mattituck Description: Amend the approved site plan for an existing dentist office to expand the parking lot. Status: New Application Action: Review for Completeness Attachments: Staff Report Project Name: North Fork Self Storage III SCTM#: 1000-96.-1-1.3 Location: 65 Commerce Drive, Cutchogue This site plan is for the proposed construction of two (2) 2-story self- Description: storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. Status: Approved Action: Review Phasing Request Attachments, Staff Report Project Name: Bank of America Exterior Lighting Upgrade SCTM#: 1000-61-3-7 Location: 53300 NYS Route 25, Southold This site plan is for the addition and replacement of the entire exterior Description: lighting system at an existing bank site. Status: Pending Action: Review for Completeness and CO Inspection Attachments: Staff Report Project Name, Lebkuecher Standard Subdivision SCTM#: 1000-125.-2-2.2 Location: 3475 Aldrich Lane & 935 Franklinville Rd, Laurel Description: This proposal is for a Standard Subdivision of a 35.79-acre parcel into two lots, where Lot 1 is 3.66 acres with an existing residential structure and Lot 2 is 32.13 acres with greenhouses in active farm use, in the R-80 and HB Zoning Districts Status: Pending Action: Review for Conditional Final Plat Determination Attachments. Staff Report Discussion: ❖ ZBA Request for Comments: North Fork Project, Old Mill Inn, 5775 Mill Road, Mattituck, SCTM#1000-106-6-3 DUE Nov. 18, 2021 Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date October 4, 2021 Prepared By: Brian Cummings I. Application Information Project Title: 14695 Main Road (Dentist Office) Amended (Parking Lot Expansion) Applicant°: Dr. Michael Kampourakis Tax Map Number: 114.-8-5 Project Location: 14695 Main Road Hamlet: Mattituck Zoning District: Residential Office (RO) II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±0.48 acres Building size No change III: Completeness Review See attached checklist for Site Plan Requirements. Amend the approved site plan for an existing dentist office to expand the parking lot. A. Proposed construction: a. Approved 2001 Site Plan for Dentist office and six (6) parking stalls; b. 360 sq. ft. existing detached garage; c. Eighteen (18) parking stalls i. Sixteen (16) paved stalls (including 1 ADA) ii. Two (2) garage parking stalls d. Storm water management controls; e. Reverse driveway traffic flow and relocated relevant traffic signage f. Dumpster enclosure in rear of parking area g. SEQRA Unlisted action; B. Staff Analysis: I The following have been provided for review, a. Dimensions, existing conditions; b. Grading and drainage information pursuant to Chapter 236 for stormwater; including: calculations, erosion and sediment controls, 2' contours or spot elevations; c. Photometric Plan provided on sheet C-4 V: Planning Board items to consider: 1) Accept the above referenced amended site plan application as complete for review, to begin the site plan review process, including: a) Distribute referrals; b) Classify the action as Unlisted under SEQRA; c) Public Hearing: set the hearing for November 1, 2021 at tonight's public meeting. 2 j III i may l:aBrl.Bur:a::::aolr...ttt II:::::load,U~....J n�t I1:::.3 1....bItsviHe, NY 1 1 74.2 1::::31J(.:31)9 31 ....0E.-5Clt::::u F:0..631 1 1:1 9...0367 w.k ynu>°iviu:-iignineer,uung.ccn-i LETTER OF TRANSMITTAL IA FE ) Date: September 2,2021 File Number: 19195 '�», '1JJ w From: Jaclyn Peranteau,PE St To: Town of Southold Planning Department Town Hall Annex Building 54375 Route 25 Southold,NY 11971 Attn: Heather Lanza,AICP Subject: Site Plan Application Parking Lot Improvements 14695 Main Road Mattituck,NY 11952 SCTM#: 1000-114-8-5 Copies Date _ Sheet .. ...... Deser, on 1 08/26/2021 Ck#2511 Check in the amount of$250—Filing Fee 1 08/31/2021 1 to 2 of 2 Site Plan Application Form 1 12/08/2020 1 of 1 Record Site Plan(Approved 02/12/2001) 1 08/26/2021 1 of 1 Applicant's Affidavit 1 08/26/2021 1 of 1 Applicant Authorization of an Agent 1 08/26/2021 1 of 1 Owner Authorization of an Agent 1 08/26/2021 1 of 1 Applicant Transactional Disclosure Form 1 08/26/2021 1 to 5 of 5 LVWRP Consistency Assessment Form 1 08/26/2021 1 to 5 of 5 Short Environmental Assessment Form 2 08/25/2021 1 to 7 of 7 Photo Exhibit 4 03/24/2020 1 of 1 Survey of Property(Rev.2) 9 09/01/2021 C-1 to C-6 of 6 Site Plan Package(Rev. 3) Remarks Enclosed please find the above referenced documents for your review and approval of the expanded parking lot. If you have any questions or require additional information,please do not hesitate to contact our office. JP/es CC: Dr.Michael Kampourakis(w/enclosures via email) Pang Mui&Michelle Misciagno-Mancini Mui Architecture PLLC(w/enclosures via email) CML&CONSULTING ENGINEERS 1 LlCilil _I1w,cini_146 i51(ainRoadifaiitoc( 191"5202101902 ),,i,tn TpS_P6rnnire r��uc plirp;dnct 1.„ SOUT TOLD PLANNING BOARD s[ Imp O 9 2022 SITE PLAN APPLICATION FORM P U'jrd Site Plan Name and Location Site Plan Name: Parking Lot Expansion . .. Application Date: 07 J 28 10 Suffolk County Tax Map#1000- 114 _ 8 - 5 Other SCTM#s Street Address: 14695 Man Road _ Hamlet: .. i Mattituck Distance to nearest intersection-a, 80' east of Maple Avenue Type of Site Plan: New X Amended—Residential Zoning District RO Owners/Agent Contact Information _xi e, t allin address, and laorae number tar°the eo Ce below.°. ......... .�.. Please list�zc��r -_ ._... p _._ __ ....�.✓._... ....� ..... Property Owner Nank Holdings, LLC Street 14695 Main Road City Mattituck ,State_ NY _Zip 11952 Home Telephone -.�.. m_Other 917 98- 4685., Applicant Dr. Michael Kampourakis Street 14695 Main Road Mattituck State NY Lip 11952 City ... __M.. �. ._.... ... _ �.e..m._ le hone Other �� Home Te 1��.. ..m� ._.. _917-698-4698-4 685� .w.._ m:.:...:...� .._... -� .. ... .... � Applicant's Agent or Representative: )* Jaclyn Peranteau, PE c/o Key Civil Engineering,P.C. Contact Persons T Y Y �., Street 664 Blue Point Road,Unit B Cit. Holtsville ...... State NY Zip.._ .. _. m_ � 11742 Office Telephone 506 Other *Unless otherwise requested, corres oirdence will be sent only to the contact person noted here Site Plan Application Firm 2/ 8/2010 Site Data Proposed construction type: New X Modification of Existing Structure Agricultural 0.48 ac 051.73 .................� (Ilange of use Property total acreage or square footage: ac./sq. ft. 21, s .ft. Site Plan build-out acreage or square footage: 4,714 ac./sq. ft. .... Is there an existing or proposed Sale of Development Rights on the --,----_._� ...�� property? Yes No X If yes, explain: Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y X N_ If"yes", explain(and attach any necessary documentation—title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: Is an application to the Southold Town Zoning Board of Appeals required? Yes No X If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. 2,150 s and detached rage List all existing property uses:, f Dentist Office a .mmmm .. g... List all proposed property uses: No cba..n�e Other accessory uses: Parking_ �t Existing lot coverage: 8•5 % Proposed lot coverage: 8• ?� Gross floor area of existing structure(sy 2,150 sq. ft. Gross floor area of proposed structure(s): 2,150 Parking Space Data. # of existing spaces 8 #of proposed spaces: L 16 oading Berth: Yes No X coverage: 43.8 % Iroposed landscape coverage 40.8 % Landscaping Details. Existing landscape ...�..� ... . property _. _.� Maybe f a wetland area? Yes No X Ewetl_allds Is this within 500' o. ... � m.„ � . ._. .. ..J 1, the undersigned, certify that all the above information is true. Signature of:Preparer �' Date: 08/31/2021 2 Site Plan Application Form 211812010 APPLICANT'SAFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFOL Dr. Michael Kampourakis — being duly sworn,deposes and says that he . ,.... _ '°�p a'u .....� . - 11�.�_ ,l...I."y+ .- I� .. . in the resides at � . . ...._w _ .__ . State of New York,and that he is the owner of property located at .IA69`N Iai n lZ��1d Maffituck, Ny 11952 SCT # 1000-114-8-5 or that he is the �_..,_�......... .. of the Nank,Ho......_iags,LLC __. --,.,.. ...._.....-.._.._ (Title) (Specify whether Partnership or Corp.) and said Corporation is the owner of the above property, which is hereby making a Site Plan application; that there are not existing structures or improvements on the land which are not shown on the Site Plan;that the title to the entire parcel,including all ri is-of-way, has been clearly established and is shown on said Plan;that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads;that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same;that the plans submitted, as approved,will not be alter or changed in any manner without the approval of the Planning Board;and that the actual physical improvements will be installed in strict-ac66j( nee with by the Planning Board. Sig,ncwcl (Partner or Corporate Officer and Title) Sworn to me this ........ x ....-day of ,r .w r = . r t�'L '1.11 �I . KAREN SPRA�GUE Notary Pu Mist.State Of New York No,01SP6178289 Qualilieb in Nassau E.00nty My commission Expires Nov 26,2023 APPLICANT AUTHORIZATION OF AN AGENT 1, Dt-, Nficliacl Kunipograkis, authorized applicant for a Pai-kiln; Lot Expajisioii on the property identified as SCTM# 1000-114-8-5 in Mattituck, NY hereby authorize Jaclyii flei'ati[CUI, lj Clk ,Key Civil ftogineering, P,C, to act as my agent and handle all necessary work involved with the ]"arking, 1.,ot Expgrlsioii application process for this property with the Southold Planning Board. 'e 14�& ............................................ Sworn to before me this 2�&day of ZZ Notary Stamp, KARE SPRAGUE Notary Public-State of Ne'#'York No.015126178281 Qualified In Hassatunty My commission Expires ,ov 26,2023 T-7 OWNERiJ L I AN AGENT o' far ik l-loldiiigs, Q_,LC, owner of the property identified as S,CTM#m1000-m114-$-5 in MtIRJIUCk. NY hereby authorize .lac tyii Perailiea4i, l"l�, c/o Klcy Civil Enuiiw riniz, f'.C^ to act as my agent and handle all necessary work involved with the P arkiiiLy Lot lWxixinsion application process for this property with the Southold Planning Board. Sr nati rC ,.-,�" Sworn to before me this day of 'u .\H 20 , Notary Stamplf .l REN SPRAO Notary Public-State New York NO.01SP61 289 Qualified in Nadu county My commission ExP res Noy 26,2023 Southold Planning Department Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this forrn is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Your Name: —Kampourakis,Dr.Michael Last,first,middle 7initial ____ unless you are applying in the name of someone else or other entity,such as a company. If so, indicate the othe.rperson's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan X Other(Please name other activity) Do you personally(or through your company,spouse,sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood,marriage or business interest. "Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. Yes No X_ If you answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant)and the town officer or employee, Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): A.the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation), B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C.an officer,director,partner or employee of the applicant;or D.the actual applicant Description of Relationship,, ....................... Submitted this day-o Ssroraaaii le, PrInQXi rn KAREN SPRAG Disclosure Form Notary Public-State f New York No.OISP6�AZ89 Qualified In Nassau County My Commission Expires Nov 26,2023 1 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A ropqsed inaction will be evaluated.-,as..-to ,its significant en fi ial and adv_er e eetl ct kypon the coastal a�&Ka„� r i ll.mr1i l s all of Southold Town 3„ If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus each answer must be ex lained in detail listing both supporting and non- sul2portilIg facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,ut shall not be.undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000 114 _ 8 - 5 PROJECT NAME Parking Lot Expansion The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board E Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital D construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: X Nature and extent of action:. Expansion of parking lot into rear land for 8 additional stalls, including new drainage,lighting and landscaping. Location of action: 14695 Main Road,Mattituck,NY 11952 Site acreage:,,,__.,, 0.48 Acres Present land use: Dentist office Present zoning classification: RO 2, If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Dr. Michael Kampou.rakis (b) Mailing address: Road, Y 11952 14695 Main Mattttuc N ..._....... . . m ..� (c) Telephone number: Area Code(9r7)698-4685 (d) Application number, if any:, _ .... Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes EI No FXI If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes F No [X] Not Applicable Attach additional sheets if necessar y � _.., Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for- evaluation criteria Yes El No X ___ Not Applicable Attach additional sheets� ... . ... .... � ....� �if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes No '' Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes El No Not Applicable Attach additional sheets if necessary Policy S. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Yes El No rx]Not Applicable .�6 —_ —m..... ..... __ �.._ Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III— Policies; Pages 22 through 32 for evaluation criteria. E] Yes [:] No FA] Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes No[X Not Applicable Attach additional sheets if necessary - ecessa Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes ❑ No L11J Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. . Yes❑ No 0 Not Applicable ..m . Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. Yes D No K] Not Applicable Attach additional sheets if necessary ss ry Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. El Yes 1:1 No 1I Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. Yes ❑ No 1�1Not Applicable -- Attach additional sheets if necessa ry Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. Yes ❑ No Fxl Not Applicable PREPARED BY Jaclyn Peranteau, PE TITLE_Principal DATE 08/31/2021 Amended on 811,105 Short Environmental Assessment Form Part 1 -Project Information Instructions for Completin, Part 1-Project Information. 'The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I-Project,and Sponsor Information Name of Action or Project: Parking Lot Expansion Project Location(describe,and attach a location map): 14695 Main Road,Mattituck,NY 11952 SCTM# 1000-114-8-5 Brief Description of Proposed Acti on: Expansion of parking lot into rear land for 8 additional stalls, including new drainage, lighting and landscaping. Name of Applicant or Sponsor: Telephone: 917-698-4685 Dr. Michael Kampourakis E-Mail:docmike2th@aol.com Address: 14695 Main Road City/PO: State: Zip Code: Mattituck NY 11952 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that Li may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from an other governmental Agency? .� YES p p q p pp g y g mental A enc NO If Yes,list agency(s)name and permit or approval: la.Total acreage of the site �e of the proposed action? 0.48 0.48 -... acres b.Total acreage to be physically disturbed? 0.31 +/__ ,.acres c.Total acreage(project site and any contiguous properties)owned _....._ or controlled by the applicant or project sponsor. 0.48mm m w._------.acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural (non-agriculture) ❑Industrial ❑x Commercial ©Residential (suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Pagel of 3 he 5 a s g g s?t PP action, permitted use under the zoning re ulation -� NO YES � N/A b.Consistent with the adopted comprehensive plan? L .1 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental --. a � I Area? NO YES If Yes,identify: I E 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Doe proposed action s the proposed action meet or exceed the state energy code requirements? ' NO YES If the _....._. If will exceed requirements,describe design features and technolo gyes: X 10. Will the proposed action conn ect to an existing public/private water supply? NO YES If No,describe method for providing potable water: El BI 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: El M 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? [X1 0 b.Is the proposed action located in an archeological sensitive area? X YES 13,a.Does etla wetlands or other wat rb dies regulated by a federal,rstate or local adjoining the proposed action,contain NO Y Po proposed lands local agency? ? b. identify y q r waterbody? X proposed physically Y g � .. If Yes,,ident thethe wetland or�waterbodandlextent of alterations m square feet or o..... 14. Id Shoreline typical habitat t es that occur on, are likely to be found on the project site. Check all the Identify tYP h'P t apply: ❑A ricultural/grass]ands ❑Earl mid-successional ❑ Wetland El Urban ®Suburban 15.Does the site of the proposed action contain an species of animal,or associated ..._habitats,listed NO YES_ ' ha ' Y P by the State or Federal government as threatened or endangered? 1 E 16.Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge either from point or non p oint sources? NO YES If Yes, E a.Will storm water discharges flow to adjacent properties? ©NO DYES L.�.l 111J b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO [MY ES ca o e f �xt I �a z .. veIT ist L r f r e 'r. Page 2 of 3 18.Does the proposed action include ent o n r construction or other activities that result in the impoundment � p f NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes explain purpose and size:m 19.Has the site of the proposed action or an adjoining property been the location of an active or closed N' O YES solid waste management facility? If Yes,describe: 20.Has t proposed adjoining property J (ongoing YES 0 he site of the ro osed action or an ad'oinmbeen the subject of remediahonor NO completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/ ansor ae clr: 1'e°ant tiu,PE c/o lie Civil Eaa irccrang P.C. Date: 08/31/2021www Signature PRINT FORM Page 3 of 3 Agency Use Only [If applicable] Project: Dale: Short Environmental Assessment Form Part 2 -Impact Assessment Part 2 is to be completed by the Lead Agency. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" �No,or Modera te small to large impact impact may may occur occur 1. Willt .... use p mm ' �proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? f1 3. Will the proposed action impair the character orquality of the existing community? El 4. Will the proposed action have an impact on the environmental characteristics that caused the [� establishment of a Critical Environmental Area(CEA)? kl 5. Will the proposed action result in an adverse change m walk _.. ._._. ...___ ' p p ' g the existing level of traffic or �-�g� affect existing infrastructure for mass transit,bikingor way? [� reasonably available tenergy conservation or renewable energy opportunities?6. proposed energy Is to incorporate ry 'ties? L.�.J 7. Will the proposed action impact existing: a.public/private water supplies? lJ 0 b.public/private wastewater treatment utilities? El El 8 Will ectur or op ed action es?impair the character or quality of important historic, .. ..... ... archaeological, Q—I arch El 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, Elwaterbodies,groundwater, air quality,flora and fauna)? 10. Will the proposed action result in an increase'n the potential for erosion,p � � p ion,flooding or drainage problems? El 1:1 11. ':Ti proposed action create a hazard to environmental resources or human health? _........ . PRINT FORM Pagel of2 Agent Use Only[tfapplicable] Project: Date: Short Environmental Assessment Form Part 3 Determination of Significance For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3.Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting, probability of occurring,duration,irreversibility,geographic scope and magnitude. Also consider the potential for short- term,long-term and cumulative impacts. tCheck hat the pr box oposed o if you have m Yermined,based on the information and analysis above,and any supportingdocumentation, p p a result m one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above, and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title ofRes le p g y Responsible Officer Signature of Responsible Officer in Lead Agency S i ignature of (if different from Responsible Officer) PRINT FOR=M Page 2 of OFFICE LOCATION: ILING DRESS: Town Hall Annex d P.O. Box 1179 54375 State Route 25 �� " r Southold, NY 11971 (cor. Main Ind. &Youngs Ave.) +, Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov r �1' PLANNING BOARD IC TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: September 9, 2021 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. Applicant/Project Name& Type Tax Map # Amount Check Date/No. 14695 Main Road Parking Lot 114.-8-5 $250.00 8/26/2021 �. Expansion d #2511 ansion Amended ALP Att. allmI1��IT I _. . n 2.r �I MK DENTAL CARE OF MATTITUCK PLLC 1-13671260 \CU 449 0 DA T C - a PAY . CO i 8; TO THE 1 ORDER i4' "Ji v - Convenient Bank° � 44 a ll.. r ray J� v002S11110 1:0 260 1 36 7 31: 436299a13-S11f '