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BULK REQUIREMENTS GENERAL NOTES III 1. ZONE: GENERAL BUSINESS (8) DISTRICT 1. PROPERTY OWNER/ APPLICANT: HIGH Q 2. USE: AMAC INC. & 535 OLD MAIN REALTY LLC 2.1. PER 280-48(8)-12 - GASOLINE SERVICE STATION REQUIRES SPECIAL EXCEPTION BY BOARD OF APPEALS. P.O. BOX 547 I m 2.2. PER 280-48(A).2(A) - RETAIL STORE > 1,200 SF CONSIDERED 2nd PRINCIPAL USE. LAUREL, NY 11948 i III 3. BULK REQUIREMENTS: z POINT CODE SECTION: PERMITTED: PROVIDED: 2. THIS PLAN REFERENCES: I I 4W - A SURVEY PREPARED BY: j I N G I N 1\I N G MIN. LOT SIZE: § 240-48-c-5 60,000 SF 63,308 SF (1.453 ACRES) NATHAN TAFT CORWIN III j DATED: 8/9/23 MIN. FRONT YARD: § 280-50a 100' MAIN RD. (NYS 25) - FLOOR PLANS & ELEVATIONS PREPARED BY: I 25.0' (BANG.)** THIS FIRM „d 1860 WALT WHITMAN ROAD SUITE 600 . , 35.1' (CANOPY)** DATED: 5/23/24 (REV. 1) PROP.(NYSDOT ITEM CONC. CURB j I II OLD MAIN RD, 3 ANY BROKEN OR HAZARDOUS SIDEWALK DRIVEWAY APRONS OR CURB ADJACENT TO THE SUBJECT SITE #609.0401) (TYP.) �j 153.7' (BLDG.)** SHALL BE REPLACED IN ACCORDANCE WITH CURRENT COUNTY/ TOWN STANDARDS. I �- 61.3' (CANOPY)** 4. CURB-CUTS AND/ OR ACCESS TO TOWN, COUNTY, STATE, ETC. HIGHWAYS SHALL BE CERTIFIED BY THE o I I �yJ MELVILLE,NY 11747 MUNICIPALITY HAVING JURISDICTION. I / (516)777-4320 FAX: (516)777-4321 MAX. STRUCTURE FRONTAGE (LENGTH): § 280-50c 60' 48.0' (BLDG.) 5. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE /50.0' (CANOPY) DISPOSED OF IN ACCORDANCE WITH ALL LOCAL TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE MEET EXIST. SIDEWALK W I I / GRADE/ CODES. I► I / CURB/ ROADWAY FLUSH MIN. STRUCTURE SETBACK FROM R.O.W. § 280-50c 75' MAIN RD, (NY ALL PHASES OF ENGINEERING DESIGN S 25) 6. THE OWNER/ CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANY/ ALL CERTIFICATIONS, ��I s'•'•` 25.0' (BLDG.)** INSPECTIONS, ETC. REQUIRED BY ALL GOVERNING JURISDICTIONAL AGENCIES DURING AND AFTER EXIST. SPEED LIMIT / ?� ° N/0/F SURVEYING,CODE CONSULTING, 35.1' (CANOPY)** CONSTRUCTION FOR SIGN-OFF AND CERTIFICATE OF OCCUPANCY ISSUANCE, INCLUDING BUT NOT LIMITED TO O 40"SIGN TO REMAIN / s� s COPAM REALTY COMPANY ZONING ANALYSIS &BID SPECIFICATION PROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION WITH OLD MAIN RD. REPRESENTATIVES OF THE APPROPRIATE PARTIES. I ktl 153.7' (BLDG.)** 7. ENGINEER OF RECORD NOT RESPONSIBLE FOR PREPARATION, MONITORING OR REVIEW OF CONTRACTOR'S I •� �6'•s� ZONE: GENERAL BUSINESS (B) 61.3' (CANOPY)** SITE SAFETY PLAN. CONTRACTOR ACKNOWLEDGES THAT COMPLETE RESPONSIBILITY FOR JOB SITE SAFETY �so� USE! McDONALDS RESTAURANT www.HPEng.com LIES WITH HIMSELF AND THOSE PARTIES UNDER HIS DIRECTION. MIN. LOT WIDTH: § 280-ATTACHMENT 4 150' 615.51' 8. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION AND DEPTH OF ALL UNDERGROUND I �?�` / F APPURTENANCES (WHETHER DEPICTED ON THESE PLANS OR NOT) PRIOR TO THE START OF WORK. THE O' O� CHRIS AGLIA MIN. LOT DEPTH: § 280-ATTACHMENT 4 150' 55.7'* CONTRACTOR MUST CONTACT THE "ONE CALL" SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND MIN. SIDE YARD: § 280-ATTACHMENT 4 25' 11.7' (BLDG.) COMPLETELY MARKED OUT PRIOR TO PERFORMING ANY WORK. ANY DISCREPANCIES BETWEEN THE FIELD j j r �; 9 N r� 53.5' (CANOPY) LOCATIONS AND THE PLANS MUST BE VERIFIED BY THE CONTRACTOR. ANY DAMAGE OR STRUCTURE I / / O� .,*� DISTURBED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. / 9. CONTRACTOR TO COORDINATE W/ ENVIRONMENTAL CONSULTANT TO CONFIRM IF EXISTING MONITORING WELLS MIN. REAR YARD: § 280-ATTACHMENT 4 35' N/A (CORNER LOT) DISTURBED/ REMOVED DURING CONSTRUCTION MUST BE REPLACED. �' G MIN. LANDSCAPE AREA PERCENTAGE: § 280-ATTACHMENT 4 35% 31,144 SF (49.1%) a MAX. LOT COVERAGE: § 280-ATTACHMENT 4 30% 7,000 SF (11.1%) 782 MAX. BLDG. HT./ STORIES: § 280-ATTACHMENT 4 35'/2 STORIES 33'-6"/2 STORIES / / � 09 CORNER LOT SIGHT LINE DISTANCE: § 280-106(A) 30' SIDES COMPLIES ` MIN. ACCESSORY STRUCTURE SETBACK § 280-15(B) 20' 296.9' (TRASH ENCLOSURE) PROP. CONC. CURB / PROFESSIONAL ENGINEER FOR SIDE AND/OR REAR YARD (NYSDOT ITEM NEW YORK LICENSE No. 078209 (FOR LOT SIZE 60,000-79,999 SF): MIN./ MAX. DRIVEWAY WIDTH: § 280-48(B)12(a) 12'/30' 30' (MAIN RD. NYS 25) ° l�cJ 0�O OGl S� LAWRENCE D. 0 BRIEN 30' OLD MAIN RD. MIN. DRIVEWAY DIST. FROM ADJACENT Fb § 280-48(B)12(a) 10' 172.0' / EXIST MIN. TANK DIST. FROM ADJACENT IL': § 280-48(B)12(e) 35' 250.6' O INLET TO c• LINE OF EXIST REMAIN / , �� '4 PROP. DENSE VEGETATION MIN. DISP. DIST. FROM R.O.W. F'L: § 280-48(B)12(f) 15' 15.0' -° ;'�� ,�•�' , . � - 0 LANDSCAPE TO REMAIN.� EXIST. UTILITY POLE '` : f AREA (TYP.) MIN. TANK FROM R.O.W. IE § 280-48(B)12(f) 15' 15.0' ' �ySp _ �./ / TO REMAIN \Y,y;! MIN. DIST. FROM CHURCH, § 280-48(B)12(g) 300' 1.5 MILES (MATTITUCK-CUTCHOGUE SCHOOL, ETC. JR./SR. HIGH SCHOOL) PARKING & LOADING / o ,�..� ' ��� `f,,, PROP. FENCE TO MIN. # OF STALLS-CONVENIENCE STORE § 280-78(a) 1/100 GFA \ �' . • � ,,X / MEET EXIST. PROFESSIONAL ENGINEER ' ✓ c9 'L 4 / 2,800 100s� VEGETATION LINE NEW YORK LICENSE No. 082537 / 6, CC' �r - ` PROP. 6 H 28 STALLS O 4j1 A.j. \ N' lcj G A ✓L T't. ,,r MIN. OF STALLS-OFFICE § 280-78(a) 1/100 GFA �1 \ °.n SOLID PVC # OJ O 3 Rom,* l���n���� UNLESS APPROVED BY ALL AGENCIES HAVING 2,106/100 = ` � �\ / \� o ° �90 �' O � �,;� FENCE ALONG �' JURISDICTION, THESE PLANS ARE NOT TO BE UTILIZED " 'y y / FOR CONSTRUCTION. OWNER/ CONTRACTOR ARE RESPONSIBLE FOR CONFIRMING ALL REQUIRED AGENCY CO2 STALLS M; � � � - �- "-"� d' 9 9'� ' `r?' oo 'q O'� APPROVALS HAVE BEEN SECURED PRIOR TO - - ��°� �� sa, o P <,�%" y p` t? 'o'er O ✓ „^` ♦ "� t-Jet �y, r rp .t `:' COMMENCEMENT OF WORK, WHETHER DESCRIBED ON MIN. # OF STALLS GAS STATION § 280 78(a) 1/EMPLOYEE - ° `��c�0 �,` ?`I`. °° n� i �> P F� THESE PLANS OR OTHERWISE. 3 STALLS ��o �� / ° PROP. "STOP" SIGN u J �� , •, J �O 53 STALLS 34 STALLS (INCL. 2 ADA + FF� �, 'f' / FACING SOUTH REVISIONS '�,, ,� C"s-� p 12 LANDBANKED STALLS** �° REV No. DATE REVISION t MIN. STALL SIZE: § 280-78(c): 9'x19' 9'x19' 5 MIN. LOADING STALLS: § 280-79(A)3: 4,906 SF < 5,000 SF N/A PROP. SAWCUT & ASPHALT F ���' 4 � � � ,`�•�' �"'.;�`'' , �P \ 1� • LEGEND PAVEMENT REPLACEMENT PROP. BICYCLE PARKING SIGN MIN. # OF STREET TREES: § 280-93: 1 / 40' LOT FRONTAGE: 13 STREET TREES ( `''' °' `x•., MOUNTED TO POST MUTCD D4-3 (ALL ITEMS EXISTING TO REMAIN UNLESS NOTED OTHERWISE) ** NYSDOT ITEM / �A .\. ;�; , ( ) 1,077.93' / 40' = 27 TREES #203.50140363) PROP. CONC. CURB RAMP C6 �� PROP. INVERTED 'U' PROPERTY LINE FRONT LANDSCAPED AREA: § 280-93(B): 25' ALONG FRONT LOT LINE MAIN RD, (NYS 25 (NYSDOT TYPE 1 / ��� J PROP. 8'09' ADA BICYCLE RACK ON ol+- 25,0' CONFIGURATION W/ / �'J►` J PARKING do LOADING '�°� 1 cr, CONC. PAD OVERHEAD LINE OLD MAIN RD, OPTION C: CURB RETURN / / Q STALLS `�lQ' 77 (TYP. OF 2) UTILITY POLE 61.3' do OPTION 2 DETECTABLE �:r.. WARNING PLACEMENT) FRONT LANDSCAPED AREA: B : LANDSCAPE AREA OF 5' WIDE NONE PROVIDED** GUY WIRE § 280-93O O (TYP. OF 4) . ,t... ABUTTING THE FRONT OF THE .� / � �` •�� � r'd'. PROP. ® INLET BUILDING c�00 y / <<"q g PROPANE-CYLINDER .y ©� ''�°''OPRI EXCHANGE CAGE W/ SIGN LANDSCAPED PARKING AREA: § 280-95(A): 10 SF INTERIOR LANDSCAPE NONE PROVIDED** RR �O OR\ / � `G� PIPE BOLLARDS AREA / PARKING SPACE O ' �y t PROP. "STOP" SIGN PROP. 50'x84' CONCRETE CURB 10 530 SF 53 SPACES = Q*�yQ� / / FACING SOUTH PROP, CANOPY OVER 53 S o PROP. TRASH U-BOLLARD CONC. FUELING PROPOSED CONCRETE CURB * INDICATES EXISTING CONDITION TO REMAIN EXIST. ID SIGN TO BE / RECEPTACLE (TYP.) �® MAT (4,200 SF) 5'R N/O/F - - PROPOSED FLUSH CONCRETE CURB ** INDICATES VARIANCE REQUIRED FOR PROPOSED CONDITION REMOVED TYP. OF 2 // 33 R ( ) �1 �'�+, STANLEY J. FLISS JR. 3'R PROPOSED CURB RADII EXIST. PROPANE / �Q �9J & JANICE M. FLISS STORAGE CAGE TO 3 R PROP. CONC. ZONE: GENERAL BUSINESS (B) 10 R CURB (TYP.) 53.5 USE: RESIDENCE PROPOSED AREA LIGHT W/ SHIELD BE REMOVED + / \\ (CANOPY) PROPOSED WALL MOUNTED AREA LIGHT THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE yJ PROP. SINGLE ACCOMPANYING SPECIFICATIONS, UNLESS IT IS UNDER THE FIXTURE AREA PROP. BRICK © 12.8 PROPOSED CONCRETE PAVEMENT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH • ENCASED CANOPY ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN • \ LIGHT W/ �,fl (PARKING) AND SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE COLUMN (TYP. OF 6) �]QO ALTERATION ON THE DRAWING AND OR IN THE SPECIFICATIONS. 10'R SHIELD (TYP.) �� PROP, 9 x19 PROPOSED GRASS AREA IN R.O.W. / J (NYS EDUCATION LAW SECTION 7209-2) a'•. PROP. 3'z5' CONC. LANDBANKED vse\ EXIST. MANHOLE COVER PARKING STALL FOR FUTURE USE PROPOSED ASPHALT PAVEMENT IN PROP. 5 WIDE ISLAND W/ `r' TO BE REMOVED 1 (1) MPD y0 ® NYSDOT R.O.W. \ (T"P. OF 6) AS REQUIRED CONC. SIDEWALK (NYSDOT ITEM / PROP. SINGLE FIXTURE AREA �l�^� 11 (TYP. OF 15) PROPOSED ASPHALT PAVEMENT IN #608.01000010) \\ LIGHT W/ SHIELD (TYP.) PROP. ASPHALT TOWN R.O.W. (TYP.) / r r', P TYP. PROP. AIR/ VACUUM AVEMENT FENCE TO PROP. B S ( ) STATIONS ON CONC. PROPOSED PARKING STALL COUNT O PEDESTALS MEET EXIST. VEGETATION LINE PROPOSED SOLID PVC FENCE EXIST,PROP. AIR/ GUARDRAIL TO �� BE REMOVED �](� �" PROPOSED SIGN FEB 0 6 2025 ---EXIST. (1) STORY VACUUM PROP. 9'x19' PROPOSED PIPE BOLLARD SOUTHOLD TOWN �;.-a' ;: BUILDING TO BE a STATIONS ON �' (YRP G STALL ' (1,600REMOVESF) % 'al CONC. PEDESTALS \ a O PROPOSED INLET PLANNING BOARD PROP.9'X19' LANDBANKED ® v ® PROPOSED SOLID COVER PROP. CONC. CURB 0� 6h�` / I '/ RELOCATED PARKING STALL FOR FUTURE USE Q o (NYSDOT ITEM �' / I /� `. UNDERGROUND \ g w O PROPOSED FLAG POLE STORAGE TANKS \ AS REQUIRED (TYP. OF 12) o .� LIMIT OF PROPOSED VEGETATION #609.0401) (TYP.) PROP. TANK �' O 1O'R 3'R 00 O 3 VENT RISERS I _ \ o D BIKE RACK PROP. GRASS AREA (NYSDOT �� / / � �. ` 25'R �� N o o PROPOSED U-BOLLARD SITE ADDRESS: ITEM 610.16010020 TURF :' 1 1 ab // °,a ;. PROP. FLAG POLE # ) ( i / o o �} N ® PROPOSED AIR STATION ESTABLISHMENT) (TYP.) / / PROP. IO'X20'X6'H '29 } o / PROPOSED CONVENIENCE STORE � I, MASONRY TRASH \ i.T o �_ PROP. p 0 Q PROPOSED VACUUM STATION : . o ENCLOSURE ON C� ' Z LANDSCAPE N WITH FILLING STATION CONC. SISP. ON LAND TO $` CONC. MAT ���� __ 3- ` -' -'01 1 �-__�� _�' 3- 1��7 1�6 _ ��4 _Z3_ J D AREA / BE REMOVED I I PROP. PAVEMENT - - - v, PROP. GRASS s x 7400 MAIN ROAD (TYP. OF 5) \ '9 ^ ARROW STRIPING z LINE OF EXIST EW1e*dlcal Group `�a z (TYP.) �k, AREA IN R.D.W. z o v DENSE VEGETATION MATTITUCK, \` (TYP.) v TO REMAIN _ _ a'`_ TOWN OF SOUTHOLD SUFFOLK COUNTY NY 11952 PROP. CONC. CURB RAMP / •• _ - - �• -- NYSDOT TYPE 1 CONFIGURATION ��r ,n / / I_ - 12 R �'. I / - W `197:1`4 ?' n / • I - - \` 87'1 �. 50' L Will F on Y r W OPTION A• FL ARED CUR B & :`S`. . . . E WARNING i 0 1 DETECTABLE -OPTION D ROP. STOP SIGN �.PROP. LANDSCAPE P �Q l i+ va E7< r a) . r-� S i '�'� DISTRICT: 10 00 G. � BLOCK: 07 T •1D n- r• '� a t�i PLACEMENT 01 c G Ca e PLACE i FACI G NORTH `''��.,. :5 AREA AR TYP. �EXI r.:` sT. �,r ARLLA E � r°. � ) EXIST.� _•E r.'\' '� f P�IattitUck -'LI GHT T O �' 0 B E `sos.olo500 09 / SECTION:NYSDOT ITEM .-O.. . . . . 122 LOT ( # ) / //. OVERHEAD WIRE` a ` ,TO BE REMOVED`.'...'...`.`. H�> �-`.REMOVED . �r �• / �'� MEET EXIST. GRADE \ --- / ROADWAY FLUSH RA:-C nriaid's SCALE. 1" = 20' HPE# EMP021-01 i PROP. GRASS AREA . . . . 4 �`.'.'. �" • . . . • • PROP. 30 :':` �. 1 PROP. SAWCUT do ASPHALT Elmer's Custom s,• O / IN R.O.W. TYP. i •' ,' .`... . .....`.`...` _/ '. rs / ( ) CURB CUT ��/.."G PAVEMENT REPLACEMENT PER TOWN Amish Furniture DATE. 6/25/24 OWC AE` EMP021-01-CP.B _1 PROP. CONC. CURB PER TOWN OF OF SOUTHOLD REQUIREMENTS (TYP.) .� DRAWN BY. LID CHECKED BY. LC / s;, ' . F ` ` / ,�,,j• SOUTHOLD REQUIREMENTS o EXIST fr•�: NG O ! ,' 0' ' l. t" / __ �:-� 263.9 � EXIST UTILITY Gulf REMAIN . r . r� POLE TO REMAIN H hwind Farm T °01 untry Time Cycle ALTERNATE , • \\ f � S EXIST. MONITORING y. . .`.'.`.`.'. J / - WELL TO BE REMOVED •'• CONCEPT PLAN �. (TYP. - SEE GENERAL TRAFFIC FLOW NOTE #9) '. .'.`.` `.'•` PROP. CONC. CURB PER TOWN . .LL / OLD AIN ROAD RNAT LL : : : ` : ' : ' ' ` EXIST. TANK VENT OF SOUTHOLD REQUIREMENTS M ALTE E C0NCEPT-, RISERS TO BE REMOVED GRAPHIC SCALE PLAN B FOR REVIEW EXIST. AREA LIGHT TO ( TOWN JURISDICTION) BE REMOVED EXIST. DOUBLE WALL 20 o to zo TRAFFIC FLOW PURPOSES ONLY, NOT Laurel Links *���, :. sllEEr No: 12'R-- FIBERGLASS UNDERGROUND FOR CONSTRUCTION. Cauntrrclub q �/ EXIST. FLAG POLE TO BE REMOVED STORAGE TANKS TO BE �R D D ` EXIST. PAVEMENT EXIST. MASONRY RELOCATED PLANTER TO BE ( IN FEET STRIPING TO BE ) STRIPING REMOVED �g15 1 inch = 20 ft. KEY MAP RE-IN-KIND (NYSDOT ITEM #619.002) REV. OF 1 BULK REQUIREMENTS GENERAL NOTES RECEIVED 1. ZONE: GENERAL BUSINESS (B) DISTRICT 1. PROPERTY OWNER/ APPLICANT: HIGH 2. USE: AMAC INC. & 535 OLD MAIN REALTY LLC 2.1. PER 280 48(B)-12 - GASOLINE SERVICE STATION REQUIRES SPECIAL EXCEPTION BY BOARD OF APPEALS. P.O. BOX 547 JAN 10 2024 POINT m 2.2. PER 280-48(A).2(A) - RETAIL STORE > 1,200 SF CONSIDERED 2nd PRINCIPAL USE. LAUREL, NY 11948 3. BULK REQUIREMENTS: L Southol Town CODE SECTION: PERMITTED: PROVIDED: 2. THIS A SURVEYLAN RPREPARED SBY: GRAPHIC SCALE Planning Board MIN. LOT SIZE: § 240-48-c-5 60,000 SF 63,308 SF (1.453 ACRES) NATHAN TAFT CORWIN III 20 o io 20 ENGINEERING DATED: 8/9/23 MIN. FRONT YARD: § 280-50a 100' MAIN RD. V�J PROP. CONC. CURB 117' (BLDG.) 3. ANY BROKEN OR HAZARDOUS SIDEWALK, DRIVEWAY APRONS OR CURB ADJACENT TO THE SUBJECT SITE YY (NYSDOT ITEM 45.6' (CANOPY)** SHALL BE REPLACED IN ACCORDANCE WITH CURRENT COUNTY/ TOWN STANDARDS. ( IN FEET ) E #609.0401) (TYP.) 1860 WALT WHITMAN ROAD OLD MAIN RD. 4. CURB-CUTS AND/ OR ACCESS TO TOWN, COUNTY, STATE, ETC. HIGHWAYS SHALL BE CERTIFIED BY THE o SUITE 6OO 10' (BLDG.)** MUNICIPALITY HAVING JURISDICTION. I inch = 20 ft. 60.8' (CANOPY)** / MEET EXIST. SIDEWALK/ GRADE/ MELVILLE,NY 11747 5. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE MAX. STRUCTURE FRONTAGE (LENGTH): § 280-50c 60' 62.5' (BLDG.)** DISPOSED OF IN ACCORDANCE WITH ALL LOCAL TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE / CURB/ ROADWAY FLUSH (516)777-4320 FAX: (516)777-4321 152' (CANOPY)** CODES. MIN. STRUCTURE SETBACK FROM R.O.W. § 280-50c 75' MAIN RD, 6. THE OWNER/ CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANY/ ALL CERTIFICATIONS, p EXIST. 'S5PEED LIMIT S- N101F ALL PHASES OF ENGINEERING DESIGN, INSPECTIONS, ETC. REQUIRED BY ALL GOVERNING JURISDICTIONAL AGENCIES DURING AND AFTER 40"SIGN TO REMAIN / 0, COPAM REALTY COMPANY 1 17' (BLDG.) CONSTRUCTION FOR SIGN-OFF AND CERTIFICATE OF OCCUPANCY ISSUANCE, INCLUDING BUT NOT LIMITED TO SURVEYING' CODE CONSULTING, 45.8' (CANOPY)** PROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION WITH PROP. "STOP" SIGN ,6'°S, ZONE: GENERAL BUSINESS (B) ZONING ANALYSIS &BID SPECIFICATION OLD MAIN RD. REPRESENTATIVES OF THE APPROPRIATE PARTIES. FACING SOUTH 00 / v Sp USE: McDONALDS RESTAURANT 10' (BLDG.)** � S7 60.1' (CANOPY)** 7. ENGINEER OF RECORD NOT RESPONSIBLE FOR PREPARATION, MONITORING OR REVIEW OF CONTRACTOR'S O.F www.HPEnc,.com SITE SAFETY PLAN. CONTRACTOR ACKNOWLEDGES THAT COMPLETE RESPONSIBILITY FOR JOB SITE SAFETY y�OO y O� ° _ LIES WITH HIMSELF AND THOSE PARTIES ER HIS DIRECTION. F. F UNDER P MIN. LOT WIDTH. § 280 ATTACHMENT 4 150' 615.51' � � PROP. SINGLE FIXTURE RJR � � "54 \ O 7 T MIN. LOT DEPTH: § 280-ATTACHMENT 4 150' 55.9'* 8. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION AND DEPTH OF ALL UNDERGROUND \' 9 CLIRIS M, �TA�GLIA �Q. „ QQ` / I oe - v . 'AREA LIGHT W/ SHIELD , �� APPURTENANCES (WHETHER DEPICTED ON THESE PLANS OR NOT) PRIOR TO THE START OF WORK. THE Q� 0 ,Z• � MIN. SIDE YARD: § 280-ATTACHMENT 4 25' 33.6' (BLDG.) CONTRACTOR MUST CONTACT THE 'ONE CALL' SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND M� 56.5' (CANOPY) COMPLETELY MARKED OUT PRIOR TO PERFORMING ANY WORK. ANY DISCREPANCIES BETWEEN THE FIELD y LOCATIONS AND THE PLANS MUST BE VERIFIED BY THE CONTRACTOR. ANY DAMAGE OR STRUCTURE PROP. PAVEMENT1- MIN. REAR YARD: § 280-ATTACHMENT 4 35' N/A (CORNER LOT) DISTURBED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. ARROW STRIPING /\ ic`. MIN. LANDSCAPE AREA PERCENTAGE: § 280-ATTACHMENT 4 35% 28,190 SF (44.5%) 9. CONTRACTOR TO COORDINATE W/ ENVIRONMENTAL CONSULTANT TO CONFIRM IF EXISTING MONITORING WELLS (TYP.) DISTURBED/ REMOVED DURING CONSTRUCTION MUST BE REPLACED. Z b MAX. LOT COVERAGE: § 280-ATTACHMENT 4 30% 6,648 SF 10.5% MAX. BLDG. HT./ STORIES: § 280-ATTACHMENT 4 35'/2 33 -6 /2 EXIST. UTILITY / A 0 POLE TO REMAIN , CORNER LOT SIGHT LINE DISTANCE: § 280-106(A) 30' SIDES COMPLIES j aae® PROP. 10 x20'x6'H - MIN. ACCESSORY STRUCTURE SETBACK § 280-15(B) 20' 36.3' (TRASH ENCLOSURE) / % / MASONRY TRASH ® O / PROFESSIONAL ENGINEER FOR SIDE AND/OR REAR YARD o ENCLOSURE ON PROP. LIMIT OF s NEW YORK LICENSE No. 078209 (FOR LOT SIZE 60,000-79,999 SF): / +';s CONC. MAT 33 CLEARING / 01 T 7AjD r p MIN./ MAX. DRIVEWAY WIDTH: § 280-48(B)12(a) 12'/30' 30' (MAIN RD.) LA Y►1�ENl.E ll. 0 BRIEN 30' OLD MAIN RD. / MIN. DRIVEWAY DIST. FROM ADJACENT fL': § 280-48(B)12(a) 10' 58.2' o Ll OF EXIST. • DENSE VEGETATION MIN. TANK DIST. FROM ADJACENT R: § 280-48(B)12(e) 35' 347.5' / ., TO REMAIN PROP. CONC CURB I \6�` Q1 MIN. DISP. DIST. FROM R.O.W. f�: § 280-48(B)12(f) 15' 53.1' (NYSDOT ITEM j, // / / PROP. ASPHALT ��� #609.0401) (TYP.) / PAVEMENT (TYP.) MIN. TANK FROM R.O.W. h' § 280-48(B)12(f) 15' 15' MIN. DIST. FROM CHURCH, § 280-48(B)12(g) 300' 1.5 MILES (MATTITUCK-CUTCHOGUE SCHOOL, ETC. JR./SR. HIGH SCHOOL) / PROP. FENCE TO / -PROP. RPZ PARKING & LOADING ® HOT BOX ON MEET EXIST. 0Sh'' f d CONC. PAD VEGETATION LINE MIN. # OF STALLS-CONVENIENCE STORE § 280-78(a) 1/100 GFA p �� PROFESSIONAL ENGINEER NEW YORK LICENSE No. 082537 3,000/100 = ` � � CONC. ISLAND gg 30 STALLS UNLESS APPROVED BY ALL AGENCIES HAVING MIN. # OF STALLS-OFFICE § 280-78(a) 1/100 GFA EXISL qy�a, W/ (1) MPD c JURISDICTION, THESE PLANS ARE NOT TO BE UTILIZED INLET TO O 2,000/100 = REMA/N A� - (TYP. OF 6) PROP. SINGLE- G FOR CONSTRUCTION. OWNER/ CONTRACTOR ARE 20 STALLS �ot/ r RESPONSIBLE FOR CONFIRMING ALL REQUIRED AGENCY FIXTURE AREA �00 APPROVALS HAVE BEEN SECURED PRIOR TO LIGHT (TYP.) O COMMENCEMENT OF WORK, WHETHER DESCRIBED ON MIN. # OF STALLS-GAS STATION § 280-78(a) 1/EMPLOYEE S ® � THESE PLANS OR OTHERWISE. 3 STALLS � .� rLro ,5 N REVISIONS 53 STALLS 34 STALLS (INCL. 2 ADA + j� s `" PROP. 2 ABOVE ' REV NO. DATE REVISION 15 LANDBANKED STALLS ** CANOPY ABOVE ^ �� MIN. STALL SIZE: § 280-78(c): 9'x19, 9'x19' i a ° CONC. FUELING PROP. 9'x19' MIN. LOADING STALLS: § 280-79(A)3: 1 FOR 5,000-25,000 SF 1 PROP. SAWCUT & ASPHALT / O MAT. g�3 LANDBANKED - 1 REQUIRED REPLACEMENT (NYSDOT / ��s. PARKING STALL LEGEND ITEM 203.50140363 O \• O ® 33.5' 36 6 FOR FUTURE USE (ALL ITEMS EXISTING TO REMAIN UNLESS NOTED OTHERWISE) MIN. LOADING STALL SIZE: § 280-79(B): 14' x 45' 14' x 45' # ) Ot�k. PG p -PROP. CONC. (CLEAR) 29 AS REQUIRED MIN. # OF STREET TREES: § 290-93: 1 / 40' LOT FRONTAGE: 13 STREET TREES ** r j gyp' ,, CURB (TYP.) ° LO P�1 56.5 (TYP. OF 15) 1,077.93' 40' = 27 TREES / • rf �% PROPERTY LINE / 5ti�15� �y �� LG�yQ1 CANOPY] on OVERHEAD LINE FRONT LANDSCAPED AREA: § 290-93(B): 25 ALONG FRONT LOT LINE 25 1.�� Q PROP. 8,x19' ADA PARKING & F �fl cd UTILITY POLE ** ° / F9� LOADING STALLS FRONT LANDSCAPED AREA: § 290-93(B): LANDSCAPE AREA OF 5' WIDE NONE PROVIDED Cs� J -� GUY WIRE ABUTTING THE FRONT OF THE y50 pl BUILDING INLET ** PROP. "STOP" SIGN sa ° 31.4 LANDSCAPED PARKING AREA: § 290-95(A): 10 SF INTERIOR LANDSCAPE NONE PROVIDED Flo ti SIGN AREA / PARKING SPACE Q��yQF / FACING SOUTH PARKING 10 SF x 34 SPACES = p PROP. CONC. CURB RAMP PROP. TRASH 4; / • ° CONCRETE CURB 340 SF RECEPTACLE (NYSDOT TYPE 1 w"' O P, / PROP. FLUSH CURB N101F PROPOSED CONCRETE CURB ** INDICATES VARIANCE REQUIRED FOR PROPOSED CONDITION CONFIGURATION W/ c (TYP. OF 2) © °� Q1 �� ��y ;I�;� / STANLEY J. FLISS JR. _ OPTION C: CURB RETURN / n o, �:U , "" C� \ " '/ PROP. 6'H SOLID & JANICE M. FLISS PROPOSED FLUSH CONCRETE CURB & OPTION 2 DETECTABLE c c of ' '' r 0 / WARNING PLACEMENT) \ J` ° 0 j PVC FENCE ALONG R ZONE: GENERAL BUSINESS (B) 3'R PROPOSED CURB RADII (TYP. OF 4) 0 Q 9J ilCi USE: RESIDENCE e' � PROPOSED AREA LIGHT PROP. SINGLE � � 0 1;- PROP. ADA PARKING � ' :\ FIXTURE`AREA / LIGHT -W/ �° Mir. REGULATION SIGNS P 0 '` THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY r ,j PROPOSED AREA LIGHT W/ SHIELD PERSON ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE SHIELD TYP. la 7 ti ��b / (TYP.) ° PROP. ADA RAMP ACCOMPANYING SPECIFICATIONS, UNLESS IT IS UNDER THE Gj J ��fA`9' i J` • PROPOSED WALL MOUNTED AREA LIGHT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH PROP. WALL ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN p�c3 PROP. PROPOSED CONCRETE PAVEMENT AND SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ` ,^ MOUNTED LIGHT -U-BOLLARD ii ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATIONS. FIXTURE TYP. OF NYS EDUCATION LAW SECTION 7209-2 PROP. 5' WIDE \ (TYP.) ( 10) PROPOSED GRASS AREA IN R.O.W. ) /, \- PROPOSED ASPHALT PAVEMENT IN CONC. SIDEWALK. � � AREA LIGHT W SHIELD �-, u� , J � �. # / PROP. SINGLE FIXTURE � NYSDOT R.O.W. NYSDOT ITEM , / ,, �� r,,. #608.01000010) 6+ \ \ (TYP.) / PROP. 9'xl9' PROPOSED ASPHALT PAVEMENT IN (TYP.) ,/ �,, \ PARKING STALL' ` j j 04 Rs� PROP. FENCE TO TOWN R.O.W. (TYP.) MEET EXIST. ° PROPOSED CLEANOUT P 3 O F+ VEGETATION LINE rr PROP. ® �`., PROP. 5' WIDE ADA ROP � �<, ��' Ga 4L 14 x45 COMPLIANT:PEDESTRIAN CANOPY „ �� �� �� PROPOSED PARKING STALL COUNT \� PROP. AIR/ ACCESS STRIPING COLUMN (TYP. 4 , �� �O 000 �� 33.6 LOADING VACUUM \.\ OF 6) o �< �Q ��5� (} �,��04 cJS� BLDG. 0 0 o- 0 o PROPOSED 6'H SOLID PVC FENCE STATIONS ON PROP.'ASPHALT z o Q �� op4 000 �1 J PROPOSED SIGN CONC. PEDESTALS PAVEMENT ro s GO�pO jti �\yG q,, �jtiG �. PROPOSED PIPE BOLLARD NC. CURB-- 0�0\ (TYP.) 10� GJO i `ly0041 O . Q o PROPOSED INLET PROP. NYSDOT ITEM O `a / PROP. TANK �' / PROP. • GO.11 ��5 04QS�'� w O J be VENT RISERS D <' / PROP. CONC. .,;1 ,.�\ = Qrp `1 GG�'Ov 6'yh r � � o ® PROPOSED SOLID COVER #609.0401) (TYP.) �j. TANK MAT FLAG POLE ' j '/ � PROP. 4 H SOLID \\ 8' j PVC SCREEN p OO PROPOSED FLAG POLE PROP. GRASS AREA `(NYSDOT �1� / ' \ s' FENCE/GATE 0 N LIMIT OF VEGETATION / / PROP. AIR/ j Q PROP. e ITEM 610.t6010020) (TURF a VACUUM \ ;.' rPROPANE-CYLINDER ° HVAC UNITS ro BIKE RACK i� ., N ESTABLISHMENT TYP. �� STATIONS ON \ �, SITE ADDRESS: (TYP.) �j EXCHANGE CAGE '\ O / fl / c,, o CONC. o I i` ' ' "' �. ' '�-V PROP. LIMIT OF 0 ® o PEDESTALS 1 v CLEARING v) PROPOSED CONVENIENCE STORE PROP. PAVEMENT n , WITH FILLING STATION ARROW STRIPING __` s. m PROP. HVAC/ CONDENSER PROP. CONC. CURB RAMP s _ (NYSDOT TYPE 1 CONFIGURATION / m z v, (TYP.) Z v o .. UNITS ON CONC. PAD �� �' 7400 MAIN ROAD W/ OPTION A: FLARED CURB & ,,/ ,;� C�7 � . ,.. ..,.;, ° ,.i...e,.._=_�,. "�.• ,_ . - MATTTUCK, OPTION 1 DETECTABLE WARNING PLACEMENT / i ' S 87°14'S0" W 87.22 S 89 48 00 W ACT. PROP. BICYCLE PARKING SIGN 197.14' TOWN OF SOUTHOLD -(NYSDOT ITEM #608.010500009) " /, PROP. "STOP" SIGN MOUNTED TO POST (MUTCD D4-3) 4, SUFFOLK COUNTY, NY 1 1952 FACING NORTH ,4> Vrlii 3c1 r 0 / / � ` �.. '� MEET EXIST. GRADE/ Total DVnial c,�-e DISTRICT: 1000 BLOCK: 07 ��„ •� LINE OF EXISL} �. ROADWAY FLUSH of�Iatutuckl� SECTION: 122 LOTS: 1 & 3.2 PROP. 30' / 6_r DENSE VEGETATION d`. '� PR PROP. SAWCUT & ASPHALT /CUPROP. CONC. TO REMAIN SCALE 1" 20' HPE RB CUT" j �+r " " PROP. INVERTED REPLACEMENT PER TOWN OF ��Ir.D4iialcl's CURB ,.. _ � EMP021-01 'U' BICYCLE RACK SOUTHOLD REQUIREMENTS (TYP.) Elmer'sCustom „ \jJ j / ....:► EXIST. UTILITY ON CONC. PAD Amish Fumiture T r'; DATE.• 12/13/23 DWG I-' EMP021-01-RII.O + 1°1�'SO ..•L• %� �:•�- POLE TO REMAIN (TYP.OF 2) 263.9' ��°%•• DRAWN BY.• GG CHECKED BY.• LC d' Gulf TRAFFIC FLOW TITLE. er` H V jrA Fw,m n� Y PROP. CONC. ROAD "� � u�ntry Tlme r;ycPe� `�"CURB OLD MAISITE PLAN Dig Safely. New York (TOWN JURISDICTION) SITE ° �ENE �NG TRAFFIC FLOW " Horton 0 5, ��_ tireek EXISL FREESTANDING TR ID/PRICE SIGN TO REMAIN Laurel Unks EXIST. PAVEMENT Country Club SHEET N0: STRIPING TO BE before ou digRE-STRIPED IN-KIND (NYSDOT E3 ITEM #619.002) KEY MAP N.T.S REV. OF 1 HIGH R. RECEIVED H � I JAN 10 2024 POINT A 2.1 Southold Town Planning Board ENGINEERING 62'-6" 61'-10" 1860 WALT WHITMAN ROAD so'—s" SUITE 600 MELVILLE,NY 11747 51'-4 7/8" 8'-1 1/4" (516) 777-4320 FAX: (516) 777-4321 ALL PHASES OF ENGINEERING DESIGN, SURVEYING, CODE CONSULTING, ZONING ANALYSIS &BID SPECIFICATION MECHANICAL CU-1 CU-2 CU-3 www.HPEn,,.com EQIPMENT PAD WALK-IN COOLER WALK-IN C00 WALK-IN FREEZER CHRI_S--`1VI: AIWIRTAGLIA -7- A/C-1 A/C-2 A/C- ;3 "A/C-4`n, ELECTRIC SERVICE, F w _ C -1Liu f ' — METER, MDP AND MTS n ig?p9 MTS MDP 000 d - - - eL11,1lI1l1 -/lLG_/ !i 11L1_ .!/ Y -G -///i/- J1i11!/.1t/-/! /11.1! .L�LI1L1! 11L'1� �! 1,11G1/1L1.1�L' .- a11 ff I I NEW YORK LICENSE No. 078209 R ELECTRIC PANELS � BACKROOM/ LAWRENCE D. O'BRIEN — I to UTILITY OFFICEI' I 00 Ln I ' 103 105 DESK I N 00 •� ,. ' i.%///iiiL'7i%l/77// � � % . /%//i%lam'%/%%�:i ' � �-- --- -- -- --- —I — — —� - I N GAS METER - - - - i1,�_717 - - - i iL1 / /, fINCOMING i - -_ /Iill/11%l_ir� z WATER I - o � I SERVICE PROFESSIONAL ENGINEER i ADA j NEW YORK LICENSE No. 082537 I � r IG 'tii _ � —RESTROOM L _ ,_ � 10'-3 1/4" ® 104 25'-2" I I UNLESS APPROVED BY ALL AGENCIES HAVING JURISDICTION, / I THESE PLANS ARE NOT TO BE UTILIZED FOR CONSTRUCTION. __ — __ J o I ( OWNER/ CONTRACTOR ARE RESPONSIBLE FOR CONFIRMING ® tr t ALL REQUIRED AGENCY APPROVALS HAVE BEEN SECURED 00✓ ill/ ir%!�TI1ITlT/TI lI/I/,fl%%ITI TlITTTIITl/TT'r. WALK_IN I PRIOR TO COMMENCEMENT OF WORK, WHETHER DESCRIBED COOLER I I ON THESE PLANS OR OTHERWISE. REVISIONS (real 12 30" COOLER DOORS I / N , ( I I REV NO. DATE REDS/ON - I 'i��l�i!/i/' - - - - -- - - / n ! (1) 36" LOADING DOOR - --_ - - - - _ FOOD BEVERAGE COUNTERS @ 34 AFF / L c° I III ul I -- 1II to IL-- 111 lu i x i6 nl - -- - �I --- '-- —-- - III II III wS _ � 2 R I --- - - - — - - - - r/ r/ — - - - - — - - — I � �_ A-2.0 `i' ico GONDOLAS 18,yea I m- - - -- -i 5-7" - - s I N o GONDOLA-T 35'A GONDOLA-T 36W GONDOLA-T 36W GONDOLA-T 36W D - - — STAIRWELL � I I I ! _ O I � I ! I COFFEE COUNTERii \ `r r'TOTIIIIZTlIIIIII�I - V' o III THE EDUCATION LAW OF THE STATE OF NEW PORK n = a i % L J I _ _ _ _ _ _ © 34" AFF j I I PROHIBITS ANY PERSON ALTERING ANYTHING ON THESE L---- j! r n IE= I p DRAWfNGS AND/OR THE ACCOMPANYING SPECIFICATIONS, I[c I UNLESS IT IS UNDER THE DIRECTION OF A LICENSED - ii I lioV''ol€] 1111 GONDOLAS 3 - PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE 00 -� ,� I MADE, THE PROFESSIONAL ENGINEER MUST SIGN AND SEAL, GONDOLA-T 36N GONDOLA-T 36W GONDOLA-T 36W GONDOLA-T 36W 0 - „ I DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION I � ( I ° I I ON THE DRAWING AND/OR IN THE SPECIFICATIONS. i - � (NYS EDUCATION LAW SECTION 7209-2) I I s" / LIEN / ATTENDANT _-_--. - \ CD I i AREA 0 / SALES AREA \ N I 1.-- --I / GONDOLAS I s / \ GONDOLA-T 3 GONDOLA-T 36W GONDOLA-T_36W GONDOLA-T 36W �_ `— I WALK-IN- I '� I FREEZER R 00 106A Go 30" COOLER DOORS I — 5 — — — — — — — — — L_: i n 0 %I 10-538 ATM I ---- - / - - - DOUBLE SLIDING r -- I - - - - - - - - - - - - - - - - - - - ENTRY DOOR - - - - - - - - - - -- SITE ADDRESS _ _ _ _ __________ ____________ - PROPOSED CONVENIENCE ,- - - - ----_-_------- STORE WITH FILLING STATION I r----------, ''y �% r , I � lilu nl III ul I � n u ul In o III I II I I I K I III III l y l III -__ - --------------------------------- ----_ 7400 MAIN ROAD ----___� Ilk =t--1 III III h---`` dl l f----------- ---------------------------- _ J II 9 III III R III III III III III MATTITUCK, TOWN OF SOUTHOLD - —I - SUFFOLK COUNTY, NY L——————————————J L._ ———————J DISTRICT: 1000 BLOCK: 07 SECTION: 122 LOT: 3.2 SCAL : AS NOTED HPE EMP021-01 45'-10 1/2" AAM 10/9/2023 DWG#' 01-EMP021 Floor 1. ' JJC CHECKED BY MG/CT lan 59'-9 3/4" I1IG 60'-6" 61'-t0" FIRST 6r-s" FLOOR PLAN R T FLOOR PLAN A-2.0 SHEET NO: 1 Lsi E: s � LLJJ Ma-��.� �k —----------- ------- RECEIV-ED HIGH JAN 10 2024 POINT S o u ff�oTd-—To w n Planning Board ENGINEERING 1860 WALT WHITMAN ROAD SUITE 600 MELVILLE,NY 11747 (516) 777-4320 FAX: (516) 777-4321 ALL PHASES OF ENGINEERING DESIGN, SURVEYING, CODE CONSULTING, ZONING ANALYSIS &BID SPECIFICATION www.HPEng.com CHRIS.—M-�-,;ZA- RTAGLIA M/ "d, 1,2 A uj Lit Z' 0;'p 0'a 2 PROFESSIONAL ENGINEER NEW YORK LICENSE No. 078209 62'-3- LAWRENCE D. O'BRIEN 9'-2 3/4" 8'-3" 42'-7 3/4" 0 C) PROFESSIONAL ENGINEER U) RESTROOM UNLESS APPROVED BY ALL AGENCIES HAVING JURISDICTION, THESE PLANS ARE NOT TO BE UTILIZED FOR CONSTRUCTION. OWNER/ CONTRACTOR ARE RESPONSIBLE FOR CONFIRMING A ALL REQUIRED AGENCY APPROVALS HAVE BEEN SECURED / NCEMENT OF WORK, WHETHER DESCRIBED f------ e PRIOR TO COMME ON THESE PLANS OR OTHERWISE. U) REVISIONS 8'-6 5/8' REV NO, DA TE RLWSION C14 00 X ^C-4 4— 'co ftco *00 LO 00 to OPEN OFFICE AREA 100 co STAIRWELL C) CD THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON ALTERING ANYTHING ON THESE DRAMNGS ANDIOR THE ACCOMPANYING SPECIFICATIONS, 9'-6 3/8' UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN AND SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION LON THE DRAWING ANDIOR IN THE SPECIFICATIONS. T (NYS EDUCATION LAWSECTION 7209-2) CLIEN Ap 60'-7 1/2' 8'-5 3/4" 61 8'-5 3/4" X C-4 '04 7 en SITE A J /Z PROPOSED CONVENIENCE STORE WITH FILLING STATION 7400 MAIN ROAD MATTITUCK, TOWN OF SOUTHOLD SUFFOLK COUNTY, NY DISTRICT: 1000 BLOCK: 07 SECTION: 122 LOT: 3.2 3'-2 1/�" 8'-5 3/4" 8'-5 3/4" S-2 1/2" SCAL AS NOTED HPE EMP021-01 el O� .11 10AM 10/9/2023 DWG II-EMP021-01-A-1.0 3-2 1/2' L 101-011 35'-10" 10'-0" DRA WN B JjC CHECKED B - Floor Plan 62'-3" MG/CT SECOND FLOOR PLAN SECOND FLOOR PLAN . ..... SHM SCALE: 1/4"= l'-O" OFFICE 2,000 SQ.FT. (2,246 GR. SQ.FT.) MAILING ADDRESS: PLANNING BOARD MEMBERS � ,; P.O. Box 1179 JAMES H.RICH III "; Southold, NY 11971 s " Chairman OFFICE LOCATION: MIAJEALOUS-DANK Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 MARTIN H.SIDOR (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSHI C T(, Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 23, 2025 Charles R. Cuddy, Esq. P.O. Box 1547 Riverhead, NY 11901 Re: Proposed Site Plan for Mattituck Gas Station & Convenience Store 45450 NYS Route 25, Route 25 & Bray Avenue, Mattituck SCTM#1000-122.-7-1 Dear Mr. Cuddy: am writing as a follow-up to the revised site plan design, aka "Alternate Plan B," voluntarily submitted by the applicant to the Planning Board for review. Before the Board can provide substantive feedback on the revisions made and commence its full review of this revised application, it is necessary to complete the application by submitting the following directly to this department: 1. Provide a revised Notice of Disapproval for the proposed application. The current proposal is different than the one reviewed by the Building Department and Planning Board for Notice of Disapproval in 2021, and last revised March 20, 2024. 2. Provide an updated Site Plan Application form relevant to this revised application. 3. Provide at least nine (9) prints of a complete site plan packet pursuant to §280- 133, including the stamp, seal and signature of the NYS Licensed Professional preparing the plan, with the following: a. Storm water management plan pursuant to §236 b. Queuing plan pursuant to §280-78(A) c. Building Elevations for the proposed Canopy and Building Maftituck Gas Station & Convenience Store P , L,, 12 April 23, 2025 d. Detailed floor plan (for 1st and 2nd floor) of the proposed convenience store and office e. Landscape Plan f. Photometric Plan pursuant to Chapter 172 4. Provide a minimum of five (5) detailed renderings of the proposed exterior of the convenience store, canopy and site. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Respectfully, (-7> Brian Cummings Senior Planner CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charlescuddy@optonline.net February 3, 2025 SVb,4 FBI Jr4L. i MT, SC,,MG Hand Delivered James Rich III Chairperson Southold Town Planning Board FEB 0 6 2025 54375 Main Road Southold,NY 11971 SOUTHOLD TOWN 1'1-ANNING BOARD Re: Mattituck Gas Station iZ2. -- 7 _ ( j Premises: 7400 Main Road, Mattituck,New York ► Dear Chairperson Rich: The applicant has revised the plan for the Mattituck gas station. In this connection we are enclosing: 1. 15 prints labeled"Alternate Plan"B" showing pump islands, a canopy and convenience store in different locations. 2. A redated Full Environmental Assessment. The calculations have not changed from the original submission. 3. A letter from P.W. Grosser the applicant's environmental consultant. We would appreciate a prompt review of this revised application so we may address any concerns the Board may have. Thank you. Very truly yours, Charles R. Cuddy CRC:dmc Enclosures r w CLIENT DRIVEN SOLUTIONS January 23, 2025 VIA ELECTRONIC MAIL [ °V/ Town of Southold Planning Board FEB 6 6 2025 Town Hall Annex SOUTHOLD TOWN 54375 State Route 25 PLAWNG BOARD Southold, New York 11971 Re: Proposed Mattituck Gas Station and Convenience Store Positive Declaration and Revised Plan 7400 Main Road, Mattituck, Suffolk County, NY Chairman Rich and Members of the Planning Board: This firm is serving as planning and environmental consultant to the applicant, Mattituck Gas Station. This correspondence is to address the Positive Declaration issued by the Town of Southold Planning Board on July 9, 2024 (July 2024 Positive Declaration), and the submission of a revised plan to address the major components of the proposed project. The proposed action subject to the July 2024 Positive Declaration includes the merging of two tax lots (1000-122-07-1 and 3.2) and site improvements for the purpose of improving the function and aesthetics of the existing gas station and convenience store. The improvements include: (1) the demolition of the existing one-story, 1,500 square foot (SF) convenience store from the east end of the parcel and construction of a new two-story, 5,000 SF convenience store on the south end of the parcel (the second floor of 2,100 square feet is to be the owner's office); (2) the repositioning of the pump islands from two parallel islands to a single bay with six pump stations(12 fuel pumps)and overhead canopy of 152 feet(ft) in length and 24 ft in width; (3) installation of 19 parking stalls (including 2 ADA stalls) in front of the convenience store and 15 landbanked stalls (for a total of 34 stalls); (4) installation of plantings along the site frontages; and (5) installation of curbing with formalized access points on Main Road (two access points) and Old Main Road (one access point), resulting in improved on-site circulation for delivery trucks and vehicles. The existing gas station on the subject parcel has been in operation for more than 60 years. The subject property is 1.39 acres and within the General Business(B)Zoning District.The local approvals required for the proposed action include site plan approval from the Planning Board, and the following approvals from the Zoning Board of Appeals (ZBA): special exception permit (for gasoline service station) (§280-48[B][12]); and, area variances for(1) minimum front yard setback (§280-50A) (Required: 100 feet; Proposed: 10 ft[Convenience Store to Old Main Road),45.6 ft[Canopy to Main Road], and 60.8 ft[Canopy to Old Main Road]); (2) maximum structure frontage (§280-50C) (Permitted: 60 ft; Proposed: 62.5 ft convenience store and 152 ft canopy); and (3) minimum structure setback from right-of-way (§280-50C) (Required: 75 ft.; Proposed: 45.8 ft [Canopy to Main Road], 10 ft [Convenience Store to Old Main Road] and 60.1 ft[Canopy to Old Main Road]). Review of the application file indicates an initial site plan application with Full Environmental Assessment Form (EAF) in November 2021, submission of a traffic study and EAF narrative in May 2022, submission of architectural/31D photo-simulations in September 2022, several staff reports, and a site plan completeness determination in April 2024. Coordinated review was initiated by the Planning Board in May 2024 and the aforementioned Positive Declaration was issued in July 2024. The Positive Declaration included the following four(4) impact issues as requiring further analysis in a Draft Environmental Impact Statement(DEIS): P.W. GROSSER CONSULTING, INC. PHONE: 631.589.6353 630 JOHNSON AVENUE,STE 7 P.W. GROSSER CONSULTING ENGINEER& HYDROGEOLOGiST,Q.C. PWGROSSER.COM BOHEMIA, NY 11716 LONG ISLAND MANHATTAN SARATOGA SPRINGS • SYRACUSE SHELTON PAIGC WENT DRPVEN SOLUTIONS 1. Aesthetic Resources 2. Noise, Odor and Light(only Lighting Impacts Identified) 3. Consistency with Community Plans 4. Consistency with Community Character Based on the narrative descriptions of the potential impacts to aesthetic resources and community character, and lighting impacts from the proposed canopy, the issues largely arise from the parcel location and triangular configuration, which results in a highly visible parcel along Main Road. A DEIS evaluation and process cannot remedy the triangular configuration of the lots, which is resulting in the need for front yard setback variances as well as the increased visibility of the site with the lot's hypotenuse along Main Road. With a lot frontage of 615±feet along Main Road, a maximum lot depth of 55.9 feet, and Old Main Road bordering the southern parcel boundary, any redevelopment would require a front yard setback. In fact, the existing gas station convenience store does not meet the front yard setback requirement. Also, with a maximum lot depth of 55.9 feet, the placement of a smaller canopy or canopies perpendicular to Main Road with adequate drive aisles is possible but cannot meet the front yard setback requirement. Also, the impacts to aesthetic resources and community character are identified as potentially significant and adverse; however, seems to ignore the existing viewshed today. Based on the photo simulations of how the site will change upon implementation of the proposed plan, the proposed action clearly improves the view from Main Road.The proposed architecture of the new convenience store is of residential feel and compliments the buildings on the north side of Main Road.Also,the proposed site improvements to curbing, formalized access, and landscaping, replaces a site devoid of all such features. It is not understood how, when comparing to the existing condition to what is proposed, there can be a determination of potential significant adverse visual impacts. Regarding lighting, the Positive Declaration indicates that impacts are likely even if compliance with Town Code is achieved. From the applications already approved by the Planning Board, including the Southold Gas Station and Convenience Store, it is well documented that lighting design can be modified to eliminate adverse impacts. A lengthy DEIS process is not necessary for desired lighting modifications to be made. Regarding the consistency with Community Plans, the Town Code permits the convenience store in the General Business (B)zoning district with a gas station outside the Hamlet Center.The Positive Declaration states that the "proposed new construction convenience store portion and appurtenant build-out of the action is likely to result in a large conflict with the community's current plans or goals as specified in the Southold Town Comprehensive Plan (2020), resulting in potential moderate to large adverse impacts on aesthetics,economics and growth patterns in Mattituck...Southold Town has defined a new direction based on community input to prevent sprawl and direct retail uses within or near the Hamlet Centers. The lot is not located within the Hamlet Center or HALO." (p. 3). While it is recognized that the Plan is the vision, the Town did not implement zoning changes after the adoption of the 2020 Comprehensive Plan.Accordingly, the zoning regulations permit the current use that will continue to exist but in an improved form. Furthermore,the Positive Declaration ignores the fact that a gas station with convenience store has existed on the property for over 60 years. The DEIS evaluation and process will not modify the purpose and intent of the proposed action, which is to modernize the existing gas station, improve the functionality of an existing business, and to replace the existing complimentary and customary convenience store use to a gas station use. Moreover, the replacement of a one-story, 1,500 SF convenience store with a two-story, 5,000 SF convenience store with the entire second floor(2,100 SF or 42% of the building) to be used for the owner's office is not retail sprawl. The utilization of the second floor as an owner's office has been communicated to the Town in documentation including the Traffic Assessment prepared by Dunn Associates. The narrative elaboration on the inconsistency with the 2020 Comprehensive Plan further states that "a convenience store's relocation and expansion could result in retail sprawl." The project relocates the 2 IIP'm , GROSSIER, C NSL IILT I II Gy INC. PH h 4 . 631..589.6353 1630 JIOHINSOIN AVENUE,STYG:7 P.W.GROSSER CONSULT MG ENGINEER& HYDB2OGEOLOGMT, P.C. PWGROSSEIR.COM IBOKE KI ,,, NY117116 LONG ISLANED MANHATTAN SARA_ OGA SPRINGS SYRAC:U`E Sf-iELTON CLIENT DRIVEN SOLUTIONS convenience store from the east side to the south side of the same triangular lot on Main Road and proposes to expand the store by 1,400 SF (from 1,500 SF to 2,900 SF, as the remaining 2,100 SF constitutes the second-floor owners office). Notwithstanding the fact that the use is permitted under the Town's zoning code, it is unclear how this relocation and expansion on the same property"could result in retail sprawl." Based on the application record, including the July 2024 Positive Declaration, it appears that the decision to move directly to a DEIS fails to consider myriad factual items including: (1) The use to be improved (i.e., gas station with convenience store) currently exists without any incident or issues. (2) The existing nonconforming front yard setback and the triangular configuration of the merged lot makes it physically impossible to meet the front yard setback requirement for any building of usable size. (3) The photo-simulations of the proposed project demonstrate an architectural design that is compatible and complimentary to the surrounding land uses, including the overhead canopy that serves as a weather barrier for the convenience of patrons. (4) The proposed improvements to landscaping and access/circulation results in an improvement to an existing gas station and convenience store use that seeks to continue but, in a form, and layout that improves the functionality and aesthetics. (5) The Town Zoning Code permits the convenience store in the General Business (B) zoning district with a gas station outside the Hamlet Center. (6) The Town did not implement any zoning changes after the adoption of the 2020 Comprehensive Plan.Accordingly, while it is recognized that the Plan is the vision, the zoning regulations permit the current use that will continue to exist but in an improved form. (7) As the gas station with convenience store use has existed and operated for over 60 years on this property,the improvements to such uses should not be considered retail sprawl. (8) The convenience store exists in a smaller form and the improvements to same results in an elimination of additional vehicular trips for the goods and products that are customarily bought by gas station patrons and provides a formal office area on the second floor for the business owners. Finally, in the absence of a public hearing after the site plan application was deemed complete, it is respectfully submitted that a critical step was eliminated. Moving directly to a lengthy DEIS process without allowing the applicant to present its plan or receipt of any public comments only delays consideration of the application and desired actions of the applicant for an improved business. Revised Plan In response to the Positive Declaration and a desire to improve the existing business in a timely manner, the applicant has elected to revise the proposed site design("prior plan")to address the major components of the project. As indicated on the revised site plan, the new design addresses the overhead canopy and the location of the convenience store. Specifically, the overhead canopy has been modified from 152 ft L x 24 ft W to 82 ft L x 50 ft W and has been repositioned from the original parallel placement to Main Road to a perpendicular placement. The result of same reduces the structure frontage along Main Road from 152 ft to 50 ft. The proposed improved convenience store has been maintained in the current location on the east side of the property and has been reduced in size from 5,000 SF to 4,906 SF(with the second floor to be used entirely for the owner's office). Other components of the plan are the same as previously proposed; however, the number of landbanked stalls has been reduced from 15 to 12. 3 P.W. R LA.-T I N INC. r ii-I 0 14 E. r 31.5 s 9 s 630 JaHNiltl A,f1ENR1 S ' P.W. F.GROSSER NS� ° �hGINE P I (l: aCCEOLA tST, P.0 P GIORSICT.001M B IEII , NY 1Z16 LONG ISLAND m MANHATTAN m SAPATOGA SPRINGS g SYRACUSE SHELTON PA4GC CLIENT DRIVEN SOLUTIONS A summary of the prior plan and the revised site plan follows in the table below. _ P —ww......._—...__.MM..w....w.. .W ....wwwwwwww._MM—._......................_— ... m�—......... ............... .................M rior Plan evised Site Plan Plan Descri #ion Cano _Ll�'5�2Lx 24 ft W— ositioned arallel to 84 ft x 50 ft er L W— ositioned pyp p p p pendicular oad(152 ft along road frontage) to Main Road(50 ft along road frontage) Convenience Store 5,000 SF relocated from east side to 4,906 SF to remain in current location M southern portion of site _...__...................— H. _.._.... ...-..._.-...........ww w..... ..... PumIslands ___ Sin Ic e bay.y in imp stations Double ba with 6 up mp„stations On-Site Parking 34 stalls(incl.2 ADA and 15 landbanked) 34 stalls(incl. 2 ADA and 12 landbanked) (Required: 53 stalls) ..._..._.w__.__...... �......_._......_.. . ._.........__.w�w.._ —......._..w._.w.........._.,,m.M....M......_w__ ....ww... .....w... __......_.._w_ w.w ..._..��..w�w�m...._._.. ...��....__ _ Area........... �.�.,........w...n .,� �...........w_.................. Store to Old Main Rd 25 ft-Convenience Store to Old Main Rd (§280-50A) 45.6 ft-Canopy to Main Rd 35.1 ft-Canopy to Main Rd (100 ft Required) 60.8 ft-Canopy to Old Main Rd 61.3 ft—Canopy to Old Main Rd Max.Structure 62.5 ft-Convenience Store IT—wmmm M 48 ft Convenience Store WW M µ Frontage(§280-50C) 152 ft-Canopy 50 ft-Canopy (60 ft Permitted) Min. Structure Setback 45.�.8..ft- ... ----....._�.�.�.��...............�.�.�.�.�.........��..—...._v _._...,,... u-....�_�_�_�� ..�.�..M_�.........�..._,.,.,.�-.......__.................._�.�......� Canopy to Main Rd 25 ft-Canopyto Main Rd from Right-of-Way 10 ft-Convenience Store to Old Main Rd 35.1 ft-Convenience Store to Old Main Rd (§280-50C) 60.1 ft-Canopy to Old Main Rd 61.3 ft-Canopy to Old Main Rd (Required: 75 ft) Given the filing of the revised plan with the Planning Board and the Zoning Board of Appeals, it is requested that the Planning Board rescind the July 2024 Positive Declaration. Of importance is the input of the ZBA. Based on the application materials and files published on the Town's website, it does not appear the Planning Board received any comments during coordinated review from the ZBA; however, the impact issues identified in the July 2024 Positive Declaration were directly related to the use and relief required from the ZBA. Thank you for your consideration. Respectfully, P.W. Grosser Consulting Kim Gennaro-Oancea, M.S., AICP CEP Vice President cc. Charles R. Cuddy, Esq, 4 P.W. GROSSER CONSULTING, INC. PHONE: 631.589.6353 630 JOHNSON AVENUE,STE 7 P.W.GROSSER CONSULTING ENGINEER& HYDROGEOLOGIST, P.C. PWGROSSER.CCM BOHEMIA, NY 11716 LONG ISLAND MANHATTAN SARATOGA SPRINGS SYRACUSE SHELTON CHARLES R. CUDDY Attorney at Law 445 Griffing Avenue Riverhead, NY 11901 Mailing Address: Tel:(631)369-8200 PO Box 1547 Fax:(631)369-9080 Riverhead,NY 11901 e-mail: charlescuddy@optonline.net July 22, 2024 5 17 RECEIVE_. ..D .... ....... Southold Town Planning Board 2 5 2024 54375 Route 25 Southold, New York 11971 Iioicician." Planning Board Re: Mattituck Gas Station 7 _ 1Z- Dear Board Members: l have serious concern with the second part of the justification for the positive declaration in the Board s Resolution Of July 8, 2024. Purportedly, this pertains to "consistency with community plans". Flowever,,r reading of the report makes it clear that this is not an environmental matter since the conclusion is that the application cannot proceed as it is inconsistent with the Comprehensive Plan. This is an absolute, not something that can be mitigated. It goes to the very core of the application i.e., whether the expansion of an existing business is permitted. Purportedly, this, in t pertains to the location ol'�thisarticular business, but it extends much further. part, 1. P"' The conclusion is the subject business cannot be enlarged because it would be adverse to the Comprehensive Plan. This amounts to a backdoor moratorium. It ignores zoning and is a major determination- one, which can only be made by the Town Board, i.e.,that the Comprehensive Plan overrides zoning uses. The Planning Staff, whether innocently or deliberately, and the Planning Board, inadvertently, has exceeded its jurisdiction. I submit that the Resolution of July 8,2024,should be rescinded and it be made abundantly clear that a business may be expanded as long as it meets the Town zoning use criteria. Very truly yours, Charles R. Cuddy CRC/pc OFFICE Hall Annex LOCATION: MAILING ADDRESS: Town m P.O. Box 1179 54375 State Route 25 Southold,outhold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov 00. PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 9, 2024 Charles Cuddy, Esq. P.O. Box 1547 Riverhead, NY 11901 Re: Lead Agency/SEAR Determination: Positive Declaration Proposed Site Plan for Mattituck Gas Station & Convenience Store 7400 Route 25 & 535 Old Main Road, Mattituck SCTM#1000-122.-7-1 & 3.2 Zoning District: General Business (B) Dear Mr. Cuddy: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, July 8, 2024: WHEREAS, this Site Plan is for the proposed demolition of an existing 1-story 1,595 sq. ft. gas station and convenience store with 9 fuel pumps, the lot merger of SCTM#1000- 122.-7-1 and SCTM#1000-122.-7-3.2, and the construction of a 2-story 5,000 gross sq. ft. building for office and convenience store with vehicle fuel sales, a 152' x 24' (3,648 sq. ft.) canopy with 12 fuel pumps, and 34 parking stalls (12 of which are at the pumps) on 1.39 acres in the General Business (B) Zoning District; and WHEREAS, on May 6, 2024, the Southold Town Planning Board, pursuant to State Environmental Quality Review (SEQR) 6 NYCRR, Part 617, determined the proposed action as an Unlisted Action; and WHEREAS, on May 6, 2024, the Southold Town Planning Board, pursuant to State Environmental Quality Review (SEQR) 6 NYCRR, Part 617, determined the proposed action as an Unlisted Action; and WHEREAS, pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act (SEQRA), the Planning Board coordinated with all involved agencies on May 31, 2024; and WHEREAS, no objections to the Planning Board received no objections to assuming Lead Agency for the proposed action; and Mattituck Gas Station & Convenience Store—July 9, 2024 WHEREAS, the Planning Board, as Lead Agency, performed a coordinated review of this Unlisted Action pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act (SEQRA); therefore be it RESOLVED, that the Southold Town Planning Board as Lead Agency, pursuant to SEQRA, hereby makes a determination of significance for the proposed action and issues a Positive Declaration. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, James H. Rich III Chairman Encls. Page 12 Agency Use Only QIfAp2ficablej Project Mattituck Gas Station&Convenience Store Date' May 6,2024 Full Environmental Assessment Form Part 3-Evaluation of the Magnitude and Importance of Project Impacts and Determination of Significance Part 3 provides the reasons in support of the determination of significance. The lead agency must complete Part 3 for every question in Part 2 where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. Based on the analysis in Part 3,the lead agency must decide whether to require an environmental impact statement to further assess the proposed action or whether available information is sufficient for the lead agency to conclude that the proposed action will not have a significant adverse environmental impact. By completing the certification on the next page,the lead agency can complete its determination of significance. Reasons Supporting This Determination: To complete this section: • Identify the impact based on the Part 2 responses and describe its magnitude. Magnitude considers factors such as severity, size or extent of an impact. • Assess the importance of the impact. Importance relates to the geographic scope,duration,probability of the impact occurring,number of people affected by the impact and any additional environmental consequences if the impact were to occur. • The assessment should take into consideration any design element or project changes. • Repeat this process for each Part 2 question where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. • Provide the reason(s)why the impact may,or will not,result in a significant adverse environmental impact • For Conditional Negative Declarations identify the specific condition(s)imposed that will modify the proposed action so that no significant adverse environmental impacts will result. • Attach additional sheets,as needed. See attached Determination of Significance-Type 1 and Unlisted Actions SE R Status: Type 1 Unlisted Identify portions of EAF completed for this Project: ❑✓ Part 1 ❑✓ Part 2 ❑✓ Part 3 _.._._..... ...................._w-..................._....___.------ .... ..._............ ...........w... __,._..._.__.._............._........._ FEAF 2019 Upon review of the information recorded on this EAF,as noted,plus this additional support information FEAF Part I Narrative,Traffic Assessment(both submitted by applicant) ........... _ .wwwwwwwww_ and considering both the magnitude and importance of each identified potential impact,it is the conclusion of the Southold Town Planning Board _ as lead agency that: ❑ A. This project will result in no significant adverse impacts on the environment,and,therefore,an environmental impact statement need not be prepared. Accordingly,this negative declaration is issued. ❑ B. Although this project could have a significant adverse impact on the environment,that impact will be avoided or substantially mitigated because of the following conditions which will be required by the lead agency: There will,therefore,be no significant adverse impacts from the project as conditioned,and,therefore,this conditioned negative declaration is issued. A conditioned negative declaration may be used only for UNLISTED actions(see 6 NYCRR 617.7(d)). ❑✓ C. This Project may result in one or more significant adverse impacts on the environment,and an environmental impact statement must be prepared to further assess the impact(s)and possible mitigation and to explore alternatives to avoid or reduce those impacts. Accordingly,this positive declaration is issued. Name of Action: Mattituck Gas Station&Convenience Store Name of Lead Agency: Southold Town Planning Board Name of Responsible Officer in Lead Agency: James H.Rich,II I Title of Responsible Officer: Planning Board Chairman .......... .................................................. _... ___.............._.__._._.._wwwwwww ......... ........... __._._m. Signature of Responsible Officer in Lead Agency. Date '7 G�zoz Signature of Preparer(if different from Responsible Officer) .._Date. µ M 1 [202-4 ................................ _.w....._.w _ _......................... �._... For Further Information: Contact Person: Mark Terry,Assistant Town Planning Director Address: 54375 Rt.25,Southold,NY 11971 (mailing address:PO Box 1179,Southold,NY 11971) Telephone Number: (631)765-1938 E-mail: mark.terry@town.south old.ny.us For Type 1 Actions and Conditioned Negative Declarations,a copy of this Notice is sent to: Chief Executive Officer of the political subdivision in which the action will be principally located(e.g.,Town/City/Village of) Other involved agencies(if any) Applicant(if any) Environmental Notice Bulletin: httpw//www dg r1y glwfprala/ atL html u PRINT FULL FORM Page 2 of 2 _._._...�.......�... State Environmental Quality Review Full Environmental Assessment Form Fart III Attachment Action: Mattituck Gas Station & Convenience Store SCTM#1000-122-7-1 & 3.2 Date:July 9, 2024 This is the analysis to be attached to the Full Environmental Assessment Form Part III for the action noted above. Description of Action: This Site Plan is for the proposed demolition of an existing gas station and 1-story 1,595sf convenience store with 8 fuel pumps,the lot merger of SCTM#1000-122.-7-1 and SCTM#1000-122.-7-3.2, and the construction of a 2-story 5,000 sq. ft. building for a convenience store on the first floor and offices on the second floor, a 152' x 24' (3,648 sq. ft.) canopy with 12 fuel pumps, and 34 parking stalls (12 of which are at the pumps) on 1.39 acres in the General Business (B) Zoning District, Mattituck. Existing Conditions: a. SCTM#1000-122.-7-1 i. 1-story 1,595 sq. ft. building ii. 4 pump islands (8 pump stations) + 1 kerosene pump iii. Two underground double wall fiberglass fuel storage tanks b. SCTM#1000-122.-7-3.2: vacant Zoning Board of Appeals approvals that are required include: (ZBA)application file#6839 (adjourned until SEQR determination made by the Planning Board as Lead Agency) i. Special exception for gasoline service with new convenience store. ii. Area variance for front yard setback. iii. New building and canopy widths. Reasons/Documents Supporting This Determination: The Town of Southold Planning Board has reviewed the action to determine the magnitude, importance, and probability of occurrence of potential impacts. A Full Environmental Assessment Form has been submitted and reviewed. I The following documents have been submitted by the applicant: (a) Full Environmental Assessment Form Part i Narrative Site Plan for Mattituck Gas Station & Convenience Store Old Main Road/Main Road Southold, NY SCTM#1000-122-7-3.2 dated April 29, 2022. (b) Traffic Assessment Proposed Convenience Store and Filling Station 7400 Main Road, Mattituck, New York. The following is an analysis of the questions in the FEAF Part It where the impact has been identified as potentially moderate to large. Impact Assessment: Impact on Aesthetic Resources The proposed action will be visible from an officially designated, state, or local scenic or aesthetic resource. The gas station includes the construction of one canopy with a size of 152' x 24' (3,648 sq. ft.) over 6 pump islands (12 pump stations). The canopy is more than two times larger than the 60' maximum width required for a single structure pursuant to Article XI, Chapter 280-50C of the Southold Town Code. It will be directly visible from NYS Route 25, a New York State Scenic Byway, during the day and once lit, at night. The development of the parcel, canopy, and associated lighting may have a moderate adverse impact on travelers. The proposed action may be visible from publicly accessible vantage points: i. Seasonally(e.g., screened by summer foliage, but visible during other seasons). ii. Year round. (SEQR) The proposed action would be visible to the large number of travelers using NYS Route 25, a New York Scenic Byway, seasonally and year-round. Although a gas station that exists next door would be demolished to make way for this new one, the existing gas station has no canopy structure and a much smaller single story convenience store. The development of this parcel with an overly large canopy would potentially result in a moderate adverse impact to Aesthetic Resources. The situation or activity in which viewers are engaged while viewing the proposed action is: iii. Routine travel by residents, including travel to and from work. iv. Recreational or tourism-based activities. (SEQR) The proposed action would be visible to residents, including travelers using NYS Route 25, a New York Scenic Byway, to and from work or tourism-based activities.The parcel view would transition from vegetated to developed, with a gas station and convenience store, including a very long, tall canopy structure along the road frontage. The development of this parcel would potentially result in a moderate adverse impact on Aesthetic Resources. The proposed action may cause a diminishment of the public enjoyment and appreciation of the designated aesthetic resource. (SEQR) 2 The development of this parcel would potentially result in a moderate adverse impact on Aesthetic Resources. Impact On Noise, Odor,And Light The proposed action will likely result in the light shining onto adjoining roadways by light trespass and creating a sky-glow brighter than existing area conditions. Although Southold Town has dark-sky lighting code, the nature of gas station canopies such as their height and length,tend to cause unavoidable light pollution. Adverse effects of light pollution include diminishment of quality of life by impacting the night sky's visibility, disruption of biological rhythms, lowered visibility & glare, and impact on nocturnal wildlife. The proposed canopy and associated lights are likely to result in lighting levels that cause a potential moderate adverse impact to the surrounding neighborhood, as well as to travelers along the road at night. Consistency with Community Plans The proposed new construction convenience store portion and appurtenant build-out of the action is likely to result in a large conflict with the community's current plans or goals as specified in the Southold Town Comprehensive Plan (2020) (Plan), resulting in potential moderate to large adverse impacts on aesthetics, economics and growth patterns of Mattituck. Mattituck and Laurel are the gateway to Southold Town from the west and are important in establishing the first impression of the character of the Town. As outlined in the Comprehensive Plan, the Mattituck/Laurel residents have expressed a vision that includes preserving farmland and open spaces, retaining the character of the hamlet, and improving traffic safety and pedestrian access in and near the hamlet center. Specific to the recommendations are goals in the Plan to reduce retail sprawl which could detract from the Love Lane hamlet center. The prevention of continued "retail sprawl and the potential creation of a third retail business area that will detract from Love Lane and the nearby retail shopping center"is an objective of the Plan. This concern is addressed in Goal 2 of this chapter, in the subsection entitled "Business Corridors Outside Hamlet Centers Zoning Update." The continued sprawl of uses in this area does not meet the objective "to direct retail uses to the hamlet centers while providing for additional uses in the business corridors outside of the hamlet centers." The convenience store is a retail use. Further, page 5 of Chapter 5, Community Character of the Plan, speaks to protecting scenic vistas outside the hamlet centers by clustering compatible developments in existing residential or commercial areas to prevent sprawl. The proposed expansion of the Gas station with a large convenience store conflicts with the stated goals and objectives to prevent retail sprawl. The use of a Convenience store in the General Business Zoning District with a gas station outside the Hamlet Center was added to the Southold Town Code in 2009. Since then and with the adoption of the Plan, Southold Town has defined a new direction based on community input to prevent sprawl and direct retail uses within or near the Hamlet Centers. The lot is not located within the Hamlet Center or HALO. 3 The Plan specifies the need to evaluate the appropriateness of intensity of uses within the Hamlet Business (HB) and General Business (B) zoning districts within each hamlet center and surrounding areas to: 8 / Improve linkages between community needs, design goals, policies, and the Southold Town Code requirements. C / Identify and rectify land use regulations that prevent the strengthening of the hamlet centers as vibrant commercial and residential centers. The Economic Development chapter of the Plan establishes an economic outlook for Southold Town and the importance of retaining and enhancing the vitality of the downtowns and hamlet centers while avoiding retail sprawl. The chapter in Objective 3.1 calls for concentrating new residential and commercial development in the Town's hamlet centers and HALO zones to curb sprawl and preserve the rural character and valuable open space in other parts of the Town. The HALO zones were identified as growth areas based on smart-growth principles (promote walkability, provide a range of housing opportunities, foster attractive communities with a sense of place, and integrate a mix of land uses, among others). The proposed action is inconsistent with this outlook in that a convenience store's relocation and expansion could result in retail sprawl. The HALO zones were identified as growth areas based on smart-growth principles (promote walkability, provide a range of housing opportunities, foster attractive communities with a sense of place, and integrate a mix of land uses, among others). The proposed action significantly conflicts with the Plan and its objectives, which require an update to the commercial zoning district uses and locations in each hamlet to ensure downtowns remain vibrant and uses are consistent with the community character of individual hamlets. A review of hamlet areas found that there may be potential for retail sprawl, which is counterproductive to this objective. In Mattituck, it was noted that B business zoning on the western New York State Route 25 approach to the hamlet center allowed general business use, which would potentially detract from the hamlet. The conclusion for Mattituck was that retail may not be appropriate for the (B) Business Zone. This proposal is inconsistent with this objective. The proposed action is inconsistent with the Southold Town Comprehensive Plan (2020) (Community Plans). Consistency with Community Character Inconsistent with predominant architectural scale and character. (SEAR) The convenience store building is proposed to be 10' from the property line which requires a substantial variance for the setback distance. A variance for the building length is also required. The gas station canopy also would require a substantial variance as it is more than two times larger than the 60' maximum length required for a single structure pursuant to Article XI, Chapter 280-50C of the Southold Town Code. The Introduction of a modern gas station with a large illuminated canopy, and a large building very close to the property line conflicts with the predominant architectural style and character of the area and may result in a potentially moderate to large adverse impact to community character. 4 OFFICE LOCATION: a 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 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mr. Mohammad R. Islam, NYS Department of Transportation From: Brian Cummings, Senior Planner'(b� Date:. May 31, 2024 Re: SEAR Coordination for Mattituck Gas Station & Convenience Store • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to determine Lead Agency for the action referenced above, and to perform a coordinated review under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) for this project. Please respond in writing within thirty (30) days of the date of this letter as to whether or not you have an interest in assuming the responsibilities of Lead Agency, and any issues of concern your agency believes should be evaluated. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency for this action. Project Name: Mattituck Gas Station & Convenience Store Address: 7400 & 535 Old Main Road, Mattituck Tax Map #: 1000-122.-7-1 & 3.2 Requested Action: This Site Plan is for the proposed demolition of an existing 1-story 1,595 sq. ft. convenience store and gas station with 9 fuel pumps, the lot merger of SCTM#1000-122.-7-1 and SCTM#1000-122.-7-3.2, and the construction of a 2-story 5,000 gross sq. ft. building for office and convenience store with vehicle fuel sales, a 152' x 24' (3,648 sq. ft.) canopy with 12 fuel pumps, and 34 parking stalls (12 of which are at the pumps) on 1.39 acres in the General Business (B) Zoning District. . SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Senior Planner (631) 765-1938 Enclosures: • Environmental Assessment Form Directions to view entire application online: 1. Southold Town Website: titt //www,soL,j holdtownn c ov/ 2. Click on Town Records (Weblink/Laserfiche) 3. Navigate to the folder: Planning /Applications / Site Plans / Pending / SCTM#1000-122.- 7-1 & 3.2 2 OFFICE Hall Annex LOCATION: � MAILING ADDRESS: Town P.O. sox 1179 54375 State Route 25 �� pis' Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY a Telephone: 631 765-1938 www.southoldtow-nny.gov OUN PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services Office of Ecology Cc: SCDHS Office of Wastewater Management From: Brian Cummings, Senior Planner Date: May 31, 2024 Re: SEQR Coordination for Mattituck Gas Station & Convenience Store • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to determine Lead Agency for the action referenced above, and to perform a coordinated review under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) for this project. Please respond in writing within thirty (30) days of the date of this letter as to whether or not you have an interest in assuming the responsibilities of Lead Agency, and any issues of concern your agency believes should be evaluated. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency for this action. Project Name: Mattituck Gas Station & Convenience Store Address: 7400 & 535 Old Main Road, Mattituck Tax Map #: 1000-122.-7-1 & 3.2 Requested Action: This Site Plan is for the proposed demolition of an existing 1-story 1,595 sq. ft. convenience store and gas station with 9 fuel pumps, the lot merger of SCTM#1000-122.-7-1 and SCTM#1000-122.-7-3.2, and the construction of a 2-story 5,000 gross sq. ft. building for office and convenience store with vehicle fuel sales, a 152' x 24' (3,648 sq. ft.) canopy with 12 fuel pumps, and 34 parking stalls (12 of which are at the pumps) on 1.39 acres in the General Business (B) Zoning District. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Senior Planner (631) 765-1938 Enclosures: • Environmental Assessment Form Directions to view entire application online: 1. Southold Town Website: http:// ww,southoldto rn / 2. Click on Town Records (Weblink/Laserfiche) 3. Navigate to the folder: Planning /Applications / Site Plans / Pending / SCTM#1000-122.- 7-1 & 3.2 2 OFFICE LOCATION: )"� � � MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 �� � v,.)t Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) �� ��" Southold, NY � Telephone: 631 765-1938 www.southoldtow-imy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weismann, Chairperson, Zoning Board of Appeals (ZBA) From: Brian Cummings, Senior Planner Date: May 31, 2024 Re: SEQR Coordination for Mattituck Gas Station & Convenience Store • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to determine Lead Agency for the action referenced above, and to perform a coordinated review under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) for this project. Please respond in writing within thirty (30) days of the date of this letter as to whether or not you have an interest in assuming the responsibilities of Lead Agency, and any issues of concern your agency believes should be evaluated. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency for this action. Project Name: Mattituck Gas Station & Convenience Store Address: 7400 & 535 Old Main Road, Mattituck Tax Map #: 1000-122.-7-1 & 3.2 Requested Action: This Site Plan is for the proposed demolition of an existing 1-story 1,595 sq. ft. convenience store and gas station with 9 fuel pumps, the lot merger of SCTM#1000-122.-7-1 and SCTM#1000-122.-7-3.2, and the construction of a 2-story 5,000 gross sq. ft. building for office and convenience store with vehicle fuel sales, a 152' x 24' (3,648 sq. ft.) canopy with 12 fuel pumps, and 34 parking stalls (12 of which are at the pumps) on 1.39 acres in the General Business (B) Zoning District. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Senior Planner (631) 765-1938 Enclosures: • Environmental Assessment Form Directions to view entire application online: 1. Southold Town Website: htt :// w,so tholdtownn goy/ 2. Click on Town Records (Weblink/Laserfiche) 3. Navigate to the folder: Planning /Applications / Site Plans / Pending / SCTM#1000-122.- 7-1 & 3.2 2 Southold Town Planning Board Work Session — May 20, 2024 — Page 2 Project Name: Mattituck Gas Station & Convenience Store SCTM#: 1000-122-7-1 & 3.2 :.............................................................................................................................................................................................................................................................:........................................................:...................................................................................................... Location: 7400 Route 25 & 535 Old Main Road, Mattituck ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Description: This Site Plan is for the proposed demolition of an existing 1-story 1,595 sq. ft. convenience store and gas station with 9 fuel pumps, the lot merger of SCTM#1000-122.-7-1 and SCTM#1000-122.-7-3.2, and the construction of a 2-story 5,000 gross sq. ft. building for office and convenience store with vehicle fuel sales, a 152' x 24' (3,648 sq. ft.) canopy with 12 fuel pumps, and 34 parking stalls (12 of which are at the pumps) on 1.39 acres in the General Business (B) Zoning District. ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Status: Pending ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Action: Review SEQRA Assessment Continued ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Attachments: Draft FEAF ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ProJject Name: Latham Resubdivision SCTM#: 1000-18.-2-38.1 & 16.20 ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Location: 1500 & 1010 Youngs Road, Orient Description: This resubdivision proposes to transfer 1.4 acres from SCTM#1000-18-2-16.2 to p p p SCTM#1000-18-2-38.1 in the R-80 Zoning District. Following the transfer, Lot 16.2 will be decreased from 3.2 acres to 1.8 acres and Lot 38.1 will be increased from 1.5 acres to 2.9 acres. ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Status: New Application ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Action: Review for Completeness ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Attachments: Staff Report ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Project Name: Earls Standard Subdivision SCTM#: 1000-74.-3-15 ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Location: 3070 Peconic Lane, Peconic ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Description: This proposal is for a Standard Subdivision of a 2.01-acre parcel where in 1999 the Zoning Board of Appeals granted an area variance to allow for this parcel to be subdivided into two lots where Lot 1 equals 0.71 acres and Lot 2 equals 1.30 acres, located in the RO Zoning District. ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Status: New Application ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Action: Review for Completeness Attachments: Staff Report ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Discussion: ZBA Request for Comments: • JSK Park Ave. LLC, 2150 & 2200 Park Avenue, Mattituck, SCTM#1000-123-8-9, 10. Hearing: 6/6/24 TB Request for Comments: • Local Law to impose an interim or temporary suspension on the review, approval and/or issuance of all permits for or relating to new development of resorts, hotels or motels. Hearing: 6/18/24 • Local Law to amend the Zoning Map of the Town of Southold by changing the zoning designation of property identified on the SCTM as Lot#1000-12.-1-4.3 from B to MI. Hearing: 6/18/24 Agency Use Only[If applicable] Full Environmental Assessment Form Project: Mattituck Gas Station Convenience Store Part 2- Identification of Potential Project Impacts Date: JMa,20,2024 Part 2 is to be completed by the lead agency. Part 2 is designed to help the lead agency inventory all potential resources that could be affected by a proposed project or action. We recognize that the lead agency's reviewer(s)will not necessarily be environmental professionals. So,the questions are designed to walk a reviewer through the assessment process by providing a series of questions that can be answered using the information found in Part 1. To further assist the lead agency in completing Part 2,the form identifies the most relevant questions in Part 1 that will provide the information needed to answer the Part 2 question. When Part 2 is completed,the lead agency will have identified the relevant environmental areas that may be impacted by the proposed activity. If the lead agency is a state agency and the action is in any Coastal Area,complete the Coastal Assessment Form before proceeding with this assessment. Tips for completing Part 2: • Review all of the information provided in Part 1. • Review any application,maps, supporting materials and the Full EAF Workbook. • Answer each of the 18 questions in Part 2. • If you answer"Yes"to a numbered question,please complete all the questions that follow in that section. • If you answer"No"to a numbered question,move on to the next numbered question. • Check appropriate column to indicate the anticipated size of the impact. • Proposed projects that would exceed a numeric threshold contained in a question should result in the reviewing agency checking the box"Moderate to large impact may occur." • The reviewer is not expected to be an expert in environmental analysis. • If you are not sure or undecided about the size of an impact, it may help to review the sub-questions for the general question and consult the workbook. • When answering a question consider all components of the proposed activity,that is,the"whole action". • Consider the possibility for long-term and cumulative impacts as well as direct impacts. • Answer the question in a reasonable manner considering the scale and context of the project. 1. Impact on Land Proposed action may involve construction on, or physical alteration of, NO ❑YES the land surface of the proposed site. (See Part 1. D.1) If"Yes", answer questions a-J. If`No, move on to Section 2. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a. The proposed action may involve construction on land where depth to water table is E2d ❑ ❑ less than 3 feet. b. The proposed action may involve construction on slopes of 15%or greater. Elf ❑ ❑ c. The proposed action may involve construction on land where bedrock is exposed,or Eta ❑ ❑ generally within 5 feet of existing ground surface. d. The proposed action may involve the excavation and removal of more than 1,000 tons D2a ❑ ❑ of natural material. e. The proposed action may involve construction that continues for more than one year Dle ❑ ❑ or in multiple phases. f. The proposed action may result in increased erosion,whether from physical D2e,D2q ❑ ❑ disturbance or vegetation removal(including from treatment by herbicides). g. The proposed action is,or may be,located within a Coastal Erosion hazard area. Bli ❑ ❑ h. Other impacts: ❑ ❑ Page 1 of 10 FEAF 2019 2. Impact on Geological Features The proposed action may result in the modification or destruction of, or inhibit access to, any unique or unusual land forms on the site (e.g., cliffs, dunes, ONO ❑YES minerals,fossils, caves). (See Part 1. E.2.g) If"Yes", answer questions a-c. I `No", move on to Section 3. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.Identify the specific land form(s)attached: E2g ❑ ❑ b. The proposed action may affect or is adjacent to a geological feature listed as a E3c ❑ ❑ registered National Natural Landmark. Specific feature: c. Other impacts: ❑ ❑ 3. Impacts on Surface Water The proposed action may affect one or more wetlands or other surface water [:1 NO ❑✓YES bodies (e.g., streams,rivers,ponds or lakes). (See Part 1. D.2, E.2.h) If"Yes", answer questions a - 1. If`No'; move on to Section 4. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a. The proposed action may create a new water body. D2b,Dlh ® ❑ b. The proposed action may result in an increase or decrease of over 10%or more than a D2b ® ❑ 10 acre increase or decrease in the surface area of any body of water. c. The proposed action may involve dredging more than 100 cubic yards of material D2a ® ❑ from a wetland or water body. d. The proposed action may involve construction within or adjoining a freshwater or E2h ® ❑ tidal wetland,or in the bed or banks of any other water body. e. The proposed action may create turbidity in a waterbody,either from upland erosion, D2a,D2h ® ❑ runoff or by disturbing bottom sediments. f. The proposed action may include construction of one or more intake(s)for withdrawal D2c ® ❑ of water from surface water. g. The proposed action may include construction of one or more outfall(s)for discharge D2d ® ❑ of wastewater to surface water(s). h. The proposed action may cause soil erosion,or otherwise create a source of D2c © ❑ stormwatcr discharge that may lead to siltation or other degradation of receiving water bodies. i. The proposed action may affect the water quality of any water bodies within or E2h © ❑ downstream of the site of the proposed action. j. The proposed action may involve the application of pesticides or herbicides in or D2q,E2h © ❑ around any water body. k. The proposed action may require the construction of new, or expansion of existing, Dla,D2d © ❑ wastewater treatment facilities. Page 2 of 10 1. Other impacts: ❑ ❑ 4. Impact on groundwater The proposed action may result in new or additional use of ground water, or [:]NO ❑✓ YES may have the potential to introduce contaminants to ground water or an aquifer. (See Part 1. D.2.a,D.2.c, D.2.d, D.2.p, D.2.q, D.2.t) If"Yes", answer questions a - h. If"No", move on to Section 5. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a. The proposed action may require new water supply wells, or create additional demand D2c ® ❑ on supplies from existing water supply wells. b.Water supply demand from the proposed action may exceed safe and sustainable D2c © ❑ withdrawal capacity rate of the local supply or aquifer. Cite Source: c. The proposed action may allow or result in residential uses in areas without water and Dla,D2c © ❑ sewer services. d. The proposed action may include or require wastewater discharged to groundwater. D2d,E21 ® ❑ e. The proposed action may result in the construction of water supply wells in locations D2c,E If, © ❑ where groundwater is,or is suspected to be,contaminated. Elg,Elh f. The proposed action may require the bulk storage of petroleum or chemical products D2p,E21 ❑ over ground water or an aquifer. g. The proposed action may involve the commercial application of pesticides within 100 E2h,D2q, ® ❑ feet of potable drinking water or irrigation sources. E21,D2c h. Other impacts: ❑ ❑ 5. Impact on Flooding The proposed action may result in development on lands subject to flooding. ❑✓ NO ❑YES (See Part 1. E.2) If"Yes", answer questions a - a. If`No'; move on to Section 6. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a. The proposed action may result in development in a designated floodway. Eli ❑ ❑ b. The proposed action may result in development within a 100 year floodplain. E2j ❑ ❑ c. The proposed action may result in development within a 500 year floodplain. Elk ❑ ❑ d. The proposed action may result in,or require,modification of existing drainage D2b,D2e ❑ ❑ patterns. e. The proposed action may change flood water flows that contribute to flooding. D2b,Eli, ❑ ❑ E2j,Elk f.If there is a dam located on the site of the proposed action,is the dam in need of repair, E 1 e ❑ ❑ or upgrade? Page 3 of 10 g. Other impacts: ❑ ❑ 6. Impacts on Air The proposed action may include a state regulated air emission source. []NO �✓YES (See Part 1. D2.f., D.21,D2.g) If"Yes", answer questions a-f. If`No", move on to Section 7. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.If the proposed action requires federal or state air emission permits,the action may also emit one or more greenhouse gases at or above the following levels: i. More than 1000 tons/year of carbon dioxide(COZ) D2g 0 ❑ ii. More than 3.5 tons/year of nitrous oxide(N20) D2g 0 ❑ iii.More than 1000 tons/year of carbon equivalent of perfluorocarbons(PFCs) D2g 0 ❑ iv.More than .045 tons/year of sulfur hexafluoride(SF6) D2g 0 ❑ v. More than 1000 tons/year of carbon dioxide equivalent of D2g 0 ❑ hydrochloroflourocarbons(HFCs)emissions vi.43 tons/year or more of methane D2h 0 ❑ b. The proposed action may generate 10 tons/year or more of any one designated D2g 0 ❑ hazardous air pollutant,or 25 tons/year or more of any combination of such hazardous air pollutants. c. The proposed action may require a state air registration,or may produce an emissions D2f,D2g 0 ❑ rate of total contaminants that may exceed 5 lbs.per hour,or may include a heat source capable of producing more than 10 million BTU's per hour. d. The proposed action may reach 50%of any of the thresholds in"a"through"c", D2g 0 ❑ above. e. The proposed action may result in the combustion or thermal treatment of more than 1 D2s 0 ❑ ton of refuse per hour. f. Other impacts: ❑ ❑ 7. Impact on Plants and Animals The proposed action may result in a loss of flora or fauna. (See Part 1. E.2. m.-q.) ❑NO ❑✓YES I "Yes'; answer questions a J. If`No", move on to Section 8. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.The proposed action may cause reduction in population or loss of individuals of any Ego 0 ❑ threatened or endangered species,as listed by New York State or the Federal government,that use the site,or are found on,over,or near the site. b. The proposed action may result in a reduction or degradation of any habitat used by E2o 0 ❑ any rare,threatened or endangered species,as listed by New York State or the federal government. c. The proposed action may cause reduction in population,or loss of individuals,of any E2p 0 ❑ species of special concern or conservation need,as listed by New York State or the Federal government,that use the site,or are found on,over,or near the site. d. The proposed action may result in a reduction or degradation of any habitat used by E2p 0 ❑ any species of special concern and conservation need,as listed by New York State or the Federal government. Page 4 of 10 e. The proposed action may diminish the capacity of a registered National Natural E3c ® ❑ Landmark to support the biological community it was established to protect. f. The proposed action may result in the removal of,or ground disturbance in, any E2n ® ❑ portion of a designated significant natural community. Source: g. The proposed action may substantially interfere with nesting/breeding,foraging,or Elm ® ❑ over-wintering habitat for the predominant species that occupy or use the project site. h. The proposed action requires the conversion of more than 10 acres of forest, Elb ® ❑ grassland or any other regionally or locally important habitat. Habitat type&information source: i.Proposed action(commercial, industrial or recreational projects,only) involves use of D2q 1 ❑ herbicides or pesticides. j. Other impacts: ❑ ❑ S. Impact on Agricultural Resources The proposed action may impact agricultural resources. (See Part 1. E.3.a. and b.) ❑✓NO ❑YES I "Yes", answer questions a- h. If`No", move on to Section 9. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a. The proposed action may impact soil classified within soil group 1 through 4 of the Etc,E3b ❑ ❑ NYS Land Classification System. b. The proposed action may sever,cross or otherwise limit access to agricultural land Ela,Elb ❑ ❑ (includes cropland,hayfields,pasture,vineyard,orchard,etc). c. The proposed action may result in the excavation or compaction of the soil profile of E3b ❑ ❑ active agricultural land. d. The proposed action may irreversibly convert agricultural land to non-agricultural Elb,E3a ❑ ❑ uses,either more than 2.5 acres if located in an Agricultural District,or more than 10 acres if not within an Agricultural District. e. The proposed action may disrupt or prevent installation of an agricultural land El a,Elb ❑ ❑ management system. f. The proposed action may result,directly or indirectly,in increased development C2c,C3, ❑ ❑ potential or pressure on farmland. D2c,D2d g. The proposed project is not consistent with the adopted municipal Farmland C2c ❑ ❑ Protection Plan. h. Other impacts: ❑ ❑ Page 5 of 10 9. Impact on Aesthetic Resources The land use of the proposed action are obviously different from, or are in NO ✓❑YES sharp contrast to, current land use patterns between the proposed project and a scenic or aesthetic resource. (Part 1. E.l.a,E.l.b, E.31) U""Yes", answer questions a -g. U—"No", go to Section 10. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.Proposed action may be visible from any officially designated federal, state,or local E3h ❑ 0 scenic or aesthetic resource. b. The proposed action may result in the obstruction,elimination or significant E3h,C2b ® ❑ screening of one or more officially designated scenic views. c. The proposed action may be visible from publicly accessible vantage points: E3h i. Seasonally(e.g.,screened by summer foliage,but visible during other seasons) ❑ 0 ii.Year round ❑ 0 d. The situation or activity in which viewers are engaged while viewing the proposed E3h action is: i. Routine travel by residents, including travel to and from work E2q, Elc ❑ 0 ii.Recreational or tourism based activities ❑ e. The proposed action may cause a diminishment of the public enjoyment and E3h ❑ 0 appreciation of the designated aesthetic resource. f. There are similar projects visible within the following distance of the proposed Dla,Ela, © ❑ project: Dlf,Dlg 0-1/2 mile '/2-3 mile 3-5 mile 5+ mile g. Other impacts: ❑ ❑ 10. Impact on Historic and Archeological Resources The proposed action may occur in or adjacent to a historic or archaeological ❑✓ NO ❑YES resource. (Part 1. E.3.e, £ and g.) If"Yes", answer questions a -e. If "No", go to Section 11. Relevant No,or Moderate Part I small to large Question(s) impact impact may may r r a. The proposed action may occur wholly or partially within,or substantially contiguous to,any buildings,archaeological site or district which is listed on the National or E3e ❑ ❑ State Register of Historical Places,or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places. b. The proposed action may occur wholly or partially within,or substantially contiguous E3f ❑ ❑ to, an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory. c. The proposed action may occur wholly or partially within,or substantially contiguous E3g ❑ ❑ to, an archaeological site not included on the NY SHPO inventory. Source: Page 6 of 10 d. Other impacts: ❑ ❑ If any of the above(a-d)are answered"Moderate to large impact may C. occur",continue with the following questions to help support conclusions in Part 3: i. The proposed action may result in the destruction or alteration of all or part E3e,E3g, ❑ ❑ of the site or property. E3f ii. The proposed action may result in the alteration of the property's setting or E3e,E3f, ❑ ❑ integrity. E3g,Eta, Elb iii. The proposed action may result in the introduction of visual elements which E3e,E3f, ❑ ❑ are out of character with the site or property,or may alter its setting. E3g,E3h, C2,C3 11. Impact on Open Space and Recreation The proposed action may result in a loss of recreational opportunities or a ✓ NO ❑YES reduction of an open space resource as designated in any adopted municipal open space plan. (See Part 1. C.2.c, E.l.c.,E.2.q.) I "Yes", answer questions a-e. I `No", go to Section 12. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a. The proposed action may result in an impairment of natural functions,or"ecosystem D2e,Elb ❑ ❑ services",provided by an undeveloped area,including but not limited to stormwater E2h, storage,nutrient cycling,wildlife habitat. Elm,Ego, E2n,E2 b. The proposed action may result in the loss of a current or future recreational resource. C2a,Etc, ❑ ❑ C2c,E2 c. The proposed action may eliminate open space or recreational resource in an area C2a,C2c ❑ ❑ with few such resources. Etc,E2q d. The proposed action may result in loss of an area now used informally by the C2c,Etc ❑ ❑ community as an open space resource. e. Other impacts: ❑ ❑ 12. Impact on Critical Environmental Areas The proposed action may be located within or adjacent to a critical �✓ NO ❑YES environmental area(CEA). (See Part 1. E.3.d) If"Yes", answer questions a -c. If`No'; go to Section 13. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a. The proposed action may result in a reduction in the quantity of the resource or E3d ❑ ❑ characteristic which was the basis for designation of the CEA. b. The proposed action may result in a reduction in the quality of the resource or E3d ❑ ❑ characteristic which was the basis for designation of the CEA. c. Other impacts: ❑ ❑ Page 7 of 10 13. Impact on Transportation The proposed action may result in a change to existing transportation systems. ❑NO ❑✓ YES (See Part 1. D.2.j) If"Yes", answer questions a- If`No", go to Section 14. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.Projected traffic increase may exceed capacity of existing road network. D2j © ❑ b. The proposed action may result in the construction of paved parking area for 500 or D2j © ❑ more vehicles. e. The proposed action will degrade existing transit access. D2j © ❑ d. The proposed action will degrade existing pedestrian or bicycle accommodations. D2j © ❑ e.The proposed action may alter the present pattern of movement of people or goods. D2j © ❑ f. Other impacts:Geometry and convergence of of Bray Avenue, NYS Route 25 and Old Main © ❑ Road intersection. 14. Impact on Energy The proposed action may cause an increase in the use of any form of energy. ❑NO ❑✓ YES (See Part 1. D.2.k) If"Yes", answer questions a -e. If`No'; go to Section 15. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a. The proposed action will require a new,or an upgrade to an existing, substation. D2k © ❑ b. The proposed action will require the creation or extension of an energy transmission Dlf, © ❑ or supply system to serve more than 50 single or two-family residences or to serve a Dlq,D2k commercial or industrial use. c. The proposed action may utilize more than 2,500 MWhrs per year of electricity. D2k © ❑ d. The proposed action may involve heating and/or cooling of more than 100,000 square D 1 g © ❑ feet of building area when completed. e.Other Impacts: ❑ ❑ 15. Impact on Noise, Odor, and Light The proposed action may result in an increase in noise, odors, or outdoor lighting. ❑NO AYES (See Part 1. D.2.m.,n., and o.) If"Yes", answer questions a -.f I `No'; go to Section 16. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a. The proposed action may produce sound above noise levels established by local D2m © ❑ regulation. b. The proposed action may result in blasting within 1,500 feet of any residence, D2m,E1d © ❑ hospital, school,licensed day care center,or nursing home. c. The proposed action may result in routine odors for more than one hour per day. D2o © ❑ Page 8 of 10 d. The proposed action may result in light shining onto adjoining properties. D2n ❑ 2 c. The proposed action may result in lighting creating sky-glow brighter than existing D2n,Ela ❑ RJ area conditions. f. Other impacts: ❑ ❑ 16. Impact on Human Health The proposed action may have an impact on human health from exposure ❑NO ❑✓ YES to new or existing sources of contaminants. (See Part 1.D.2.q., E.1. d. f. g. and h.) If"Yes", answer questions a - m. I `No", go to Section 17. Relevant No,or Moderate Part I small to large Question(s) impact impact may may cccur occur a. The proposed action is located within 1500 feet of a school,hospital,licensed day Eld © ❑ care center,group home,nursing home or retirement community. b. The site of the proposed action is currently undergoing remediation. Elg,Elh © ❑ c. There is a completed emergency spill remediation,or a completed environmental site Elg,E 1 h © ❑ remediation on, or adjacent to,the site of the proposed action. d. The site of the action is subject to an institutional control limiting the use of the Elg,Elh © ❑ property(e.g.,casement or deed restriction). c. The proposed action may affect institutional control measures that were put in place Elg,Elh © ❑ to ensure that the site remains protective of the environment and human health. f. The proposed action has adequate control measures in place to ensure that future D2t © ❑ generation,treatment and/or disposal of hazardous wastes will be protective of the environment and human health. g. The proposed action involves construction or modification of a solid waste D2q,Elf © ❑ management facility. h. The proposed action may result in the unearthing of solid or hazardous waste. D2q,Elf © ❑ i. The proposed action may result in an increase in the rate of disposal,or processing,of D2r,D2s © ❑ solid waste. j. The proposed action may result in excavation or other disturbance within 2000 feet of Elf,Elg © ❑ a site used for the disposal of solid or hazardous waste. E 1 h k. The proposed action may result in the migration of explosive gases from a landfill Elf,Elg © ❑ site to adjacent off site structures. 1. The proposed action may result in the release of contaminated leachate from the D2s,Elf, © ❑ project site. D2r in. Other impacts: ❑ ❑ Page 9 of 10 17. Consistency with Community Plans The proposed action is not consistent with adopted land use plans. F_]NO WIYES (See Part 1. C.1, C.2. and C.3.) If"Yes", answer questions a- h. If`No", go to Section 18. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a. The proposed action's land use components may be different from,or in sharp C2,C3,Dla 0 ❑ contrast to,current surrounding land use pattern(s). Eta,Elb b. The proposed action will cause the permanent population of the city,town or village C2 0 ❑ in which the project is located to grow by more than 5%. c. The proposed action is inconsistent with local land use plans or zoning regulations. C2,C2,C3 ❑ 0 d. The proposed action is inconsistent with any County plans,or other regional land use C2,C2 ❑ ❑ plans. c. The proposed action may cause a change in the density of development that is not C3,Dlc, 0 ❑ supported by existing infrastructure or is distant from existing infrastructure. D 1 d,D 1 f, D 1 d,Elb f. The proposed action is located in an area characterized by low density development C4,D2c,D2d 0 ❑ that will require new or expanded public infrastructure. D21 g. The proposed action may induce secondary development impacts(e.g.,residential or C2a 0 ❑ commercial development not included in the proposed action) h. Other: The proposed action is inconsistent with the Southold Comprehesive Plan. ❑ 0 18. Consistency with Community Character The proposed project is inconsistent with the existing community character. [:]NO �✓YES (See Part 1. C.2, C.3, D.2, E.3) If"Yes", answer questions a-g, I `No", proceed to Part 3. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a. The proposed action may replace or eliminate existing facilities, structures,or areas E3c,E3f,E3g 0 ❑ of historic importance to the community. b. The proposed action may create a demand for additional community services(e.g. C4 0 ❑ schools,police and fire) c. The proposed action may displace affordable or low-income housing in an area where C2,C3,D If 0 ❑ there is a shortage of such housing. D 1 g,E t a d. The proposed action may interfere with the use or enjoyment of officially recognized C2,E3 0 ❑ or designated public resources. e. The proposed action is inconsistent with the predominant architectural scale and C2,C3 ❑ character. f. Proposed action is inconsistent with the character of the existing natural landscape. C2,C3 0 ❑ Eta,Elb Egg,E2h g. Other impacts:The proposed action would conflict with the goals and objectives within the ❑ Southold Comprehensive Plan regarding retail sprawl concerns. PRINT FULL FORM Page 10 of 10 Agency Use Only [IfApplicablel Project: Mattituck Gas Station&Convenience Store Date: May S,2024 Full Environmental Assessment Form Part 3 -Evaluation of the Magnitude and Importance of Project Impacts and Determination of Significance Part 3 provides the reasons in support of the determination of significance. The lead agency must complete Part 3 for every question in Part 2 where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may, result in a significant adverse environmental impact. Based on the analysis in Part 3,the lead agency must decide whether to require an environmental impact statement to further assess the proposed action or whether available information is sufficient for the lead agency to conclude that the proposed action will not have a significant adverse environmental impact. By completing the certification on the next page,the lead agency can complete its determination of significance. Reasons Supporting This Determination: To complete this section: • Identify the impact based on the Part 2 responses and describe its magnitude. Magnitude considers factors such as severity, size or extent of an impact. • Assess the importance of the impact. Importance relates to the geographic scope,duration,probability of the impact occurring,number of people affected by the impact and any additional environmental consequences if the impact were to occur. • The assessment should take into consideration any design element or project changes. • Repeat this process for each Part 2 question where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. • Provide the reason(s)why the impact may,or will not,result in a significant adverse environmental impact • For Conditional Negative Declarations identify the specific condition(s)imposed that will modify the proposed action so that no significant adverse enviromnental impacts will result. • Attach additional sheets,as needed. See attached Determination of Significance - Type 1 and Unlisted Actions SEQR Status: ❑ Type 1 ❑✓ Unlisted Identify portions of EAF completed for this Project: ❑✓ Part 1 ❑✓ Part 2 ❑✓ Part 3 FEAF 2019 Upon review of the information recorded on this EAF,as noted,plus this additional support information FEAF Part I Narrative,Traffic Assessment(both submitted by applicant) and considering both the magnitude and importance of each identified potential impact,it is the conclusion of the Southold Town Planning Board as lead agency that: ❑ A. This project will result in no significant adverse impacts on the environment,and,therefore,an environmental impact statement need not be prepared. Accordingly, this negative declaration is issued. ❑ B. Although this project could have a significant adverse impact on the environment,that impact will be avoided or substantially mitigated because of the following conditions which will be required by the lead agency: There will,therefore,be no significant adverse impacts from the project as conditioned,and,therefore,this conditioned negative declaration is issued. A conditioned negative declaration may be used only for UNLISTED actions(see 6 NYCRR 617.7(d)). ❑✓ C. This Project may result in one or more significant adverse impacts on the environment,and an environmental impact statement must be prepared to further assess the impact(s)and possible mitigation and to explore alternatives to avoid or reduce those impacts. Accordingly,this positive declaration is issued. Name of Action: Mattituck Gas Station&Convenience Store Name of Lead Agency: Southold Town Planning Board Name of Responsible Officer in Lead Agency: James H. Rich, III Title of Responsible Officer: Planning Board Chairman Signature of Responsible Officer in Lead Agency: Date: Signature of Preparer(if different from Responsible Officer) Date: For Further Information: Contact Person: Mark Terry,Assistant Town Planning Director Address: 54375 Rt.25,Southold, NY 11971 (mailing address: PO Box 1179,Southold, NY 11971) Telephone Number: (631)765-1938 E-mail: mark.terry@town.southold.ny.us For Type 1 Actions and Conditioned Negative Declarations,a copy of this Notice is sent to: Chief Executive Officer of the political subdivision in which the action will be principally located(e.g.,Town/City/Village of) Other involved agencies(if any) Applicant(if any) Environmental Notice Bulletin: http://www.dec.ny.gov/enb/enb.html PRINT FULL FORM Page 2 of 2 State Environmental Quality Review Full Environmental Assessment Form Part III Attachment Action: Mattituck Gas Station & Convenience Store SUM 1000-122-7-1 & 3.2 Date: May 20, 2024 This is the analysis to be attached to the Full Environmental Assessment Form Part III for the action noted above. Description of Action: This Site Plan is for the proposed demolition of an existing gas station and 1-story 1,595sf convenience store with 8 fuel pumps, the lot merger of SCTM#1000-122.-7-1 and SCTM#1000-122.-7-3.2, and the construction of a 2-story 5,000 sq. ft. building for a convenience store on the first floor and offices on the second floor, a 152' x 24' (3,648sf) canopy with 12 fuel pumps, and 34 parking stalls (12 of which are at the pumps) on 1.39 acres in the General Business (B) Zoning District, Mattituck. Existing Conditions: a. SCTM#1000-122.-7-1 i. 1-story 1,595 sq. ft. building ii. 4 pump islands (8 pump stations) + 1 kerosene pump iii. Two underground double wall fiberglass fuel storage tank b. SCTM#1000-122.-7-3.2: vacant Zoning Board of Appeals approvals that are required include: (ZBA)application file#6839 (adjourned until SEAR determination made by the Planning Board as Lead Agency) i. Special exception for gasoline service with new convenience store ii. Area variance for front yard setback iii. New building and canopy widths Reasons/Documents Supporting This Determination: The Town of Southold Planning Board has reviewed the action to determine the magnitude, importance, and probability of occurrence of potential impacts. A Full Environmental Assessment Form has been submitted and reviewed. 1 The following documents have been submitted by the applicant: (a) Full Environmental Assessment Form Part I Narrative Site Plan for Mattituck Gas Station & Convenience Store Old Main Road/Main Road Southold, NY SCTM1000-122-7-3.2 dated April 29, 2022. (b) Traffic Assessment Proposed Convenience Store and Filling Station 7400 Main Road, Mattituck, New York. The following is an analysis of the questions in the FEAF Part II where the impact has been identified as potentially moderate to large. Impact Assessment: Impact on Aesthetic Resources The proposed action will be visible from an officially designated, state, or local scenic or aesthetic resource. The gas station includes the construction of one canopy with a size of 152' x 24' (3,648 s f) over 6 pump islands (12 pump stations). The canopy is more than two times larger than the 60' maximum width required for a single structure pursuant to Article XI, Chapter 280-50C of the Southold Town Code. It will be directly visible from NYS Route 25, a New York State Scenic Byway, during the day and once lit, at night. The development of the parcel, canopy, and associated lighting may have a moderate adverse impact on travelers. The proposed action may be visible from publicly accessible vantage points: i. Seasonally(e.g., screened by summer foliage, but visible during other seasons). ii. Year round. (SEQR) The proposed action would be visible to the large number of travelers using NYS Route 25, a New York Scenic Byway, seasonally and year-round. Although a gas station that exists next door would be demolished to make way for this new one, the existing gas station has no canopy structure and a much smaller single story convenience store. The development of this parcel with an overly large canopy would potentially result in a moderate adverse impact to Aesthetic Resources. The situation or activity in which viewers are engaged while viewing the proposed action is: i. Routine travel by residents, including travel to and from work. ii. Recreational or tourism-based activities. (SEQR) The proposed action would be visible to residents, including travelers using NYS Route 25, a New York Scenic Byway, to and from work or tourism-based activities. The parcel view would transition from vegetated to developed, with a gas station and convenience store, including a very long, tall canopy structure along the road frontage. The development of this parcel would potentially result in a moderate adverse impact on Aesthetic Resources. The proposed action may cause a diminishment of the public enjoyment and appreciation of the designated aesthetic resource. (SEQR) 2 The development of this parcel would potentially result in a moderate adverse impact on Aesthetic Resources. Impact On Noise, Odor, And Light The proposed action will likely result in the light shining onto adjoining roadways by light trespass and creating a sky-glow brighter than existing area conditions. Although Southold Town has dark-sky lighting code, the nature of gas station canopies such as their height and length, tend to cause unavoidable light pollution. Adverse effects of light pollution include diminishment of quality of life by impacting the night sky's visibility, disruption of biological rhythms, lowered visibility & glare, and impact on nocturnal wildlife. The proposed canopy and associated lights is likely to result in lighting levels that cause a potential moderate adverse impact to the surrounding neighborhood, as well as to travelers along the road at night. Consistency with Community Plans The proposed new construction convenience store portion and appurtenant build-out of the action is likely to result in a large conflict with the community's current plans or goals as specified in the Southold Town Comprehensive Plan (2020) (Plan), resulting in potential moderate to large adverse impacts on aesthetics, economics and growth patterns of Mattituck. Mattituck and Laurel are the gateway to Southold Town from the west and are important in establishing the first impression of the character of the Town. As outlined in the Comprehensive Plan, the Mattituck/Laurel residents have expressed a vision that includes preserving farmland and open spaces, retaining the character of the hamlet, and improving traffic safety and pedestrian access in and near the hamlet center. Specific to the recommendations are goals in the Plan to reduce retail sprawl which could detract from the Love Lane hamlet center. The prevention of continued "retail sprawl and the potential creation of a third retail business area that will detract from Love Lane and the nearby retail shopping center"is an objective of the Plan. This concern is addressed in Goal 2 of this chapter, in the subsection entitled "Business Corridors Outside Hamlet Centers Zoning Update." The continued sprawl of uses in this area does not meet the objective "to direct retail uses to the hamlet centers while providing for additional uses in the business corridors outside of the hamlet centers." The convenience store is a retail use. Further, page 5 of Chapter 5, Community Character of the Plan, speaks to protecting scenic vistas outside the hamlet centers by clustering compatible developments in existing residential or commercial areas to prevent sprawl. The proposed expansion of the Gas station with a large convenience store conflicts with the stated goals and objectives to prevent retail sprawl. The use of a Convenience store in the General Business zoning district with a gas station outside the Hamlet Center was added to the Southold Town Code in 2009. Since then and with the adoption of the Plan, Southold Town has defined a new direction based on community input to prevent sprawl and direct retail uses within or near the Hamlet Centers. The lot is not located within the Hamlet Center or HALO. 3 The Plan specifies the need to evaluate the appropriateness of intensity of uses within the Hamlet Business (HB) and General Business (B) zoning districts within each hamlet center and surrounding areas to: B / Improve linkages between community needs, design goals, policies, and the Southold Town Code requirements. C / Identify and rectify land use regulations that prevent the strengthening of the hamlet centers as vibrant commercial and residential centers. The Economic Development chapter of the Plan establishes an economic outlook for Southold Town and the importance of retaining and enhancing the vitality of the downtowns and hamlet centers while avoiding retail sprawl. The chapter in Objective 3.1 calls for concentrating new residential and commercial development in the Town's hamlet centers and HALO zones to curb sprawl and preserve the rural character and valuable open space in other parts of the Town. The HALO zones were identified as growth areas based on smart-growth principles (promote walkability, provide a range of housing opportunities, foster attractive communities with a sense of place, and integrate a mix of land uses, among others). The proposed action is inconsistent with this outlook in that a convenience store's relocation and expansion could result in retail sprawl. The HALO zones were identified as growth areas based on smart-growth principles (promote walkability, provide a range of housing opportunities, foster attractive communities with a sense of place, and integrate a mix of land uses, among others). The proposed action significantly conflicts with the Plan and its objectives, which require an update to the commercial zoning district uses and locations in each hamlet to ensure downtowns remain vibrant and uses are consistent with the community character of individual hamlets. A review of hamlet areas found that there may be potential for retail sprawl, which is counterproductive to this objective. In Mattituck, it was noted that B business zoning on the western New York State Route 25 approach to the hamlet center allowed general business use, which would potentially detract from the hamlet. The conclusion for Mattituck was that retail may not be appropriate for the B business zone. This proposal is inconsistent with this objective. The proposed action is inconsistent with the Southold Town Comprehensive Plan (2020) (Community Plans). Consistency with Community Character Inconsistent with predominant architectural scale and character. (SEAR) The convenience store building is proposed to be 10' from the property line which requires a substantial variance for the setback distance. A variance for the building length is also required. The gas station canopy also would require a substantial variance as it is more than two times larger than the 60' maximum length required for a single structure pursuant to Article XI, Chapter 280-50C of the Southold Town Code.The Introduction of a modern gas station with a large illuminated canopy, and a large building very close to the property line conflicts with the predominant architectural style and character of the area and may result in a potentially moderate to large adverse impact to community character. 4 RECEIVED CiARLES R. CUDDY 7 Attorney at Law F 445 Griffing Avenue MAY 10 2024 Riverhead,NY 11901 Mailing Address: ham;(i3fl39--9t10 . �� .6hn.i.rtr Fc� rc�.._ . __.. PO Box 1547 Riverhead,NY 11901 e-mail:charlesctiddy $ol.>tonli e.net May 8, 2024 HAND DELIiVERED James Rich III, Chairperson Southold Town Planning Board 54375 Route 25 Southold,New York 11971 Re:Mattituck Gas Station Dear Mr. Rich: Unfortunately l did not have my map file with the at the last work session. One of the concerns discussed was the 5,000 square foot convenience store. That is inaccurate. The "store" is 3,000 square feet, The second floor,an office for the owners which will be occupied by 3 or 4 people,is 2,000 square feet,. As proposed the 3,000 square foot store is similar to the Youngs Avenue store. While the southwest corner of the store is 10 feet from the property,line, that line is the road right of way bordering the Old Main Road. The impact of that setback is minimal. As to the extent of the canopy and also the store there has been little serious discussion. Requiring the applicant to proceed with a draft environmental impact statement solely based on the size of a structure seems punitive when there could be a resolution through open dialogue It is the a zone per that rse should not be an arduous o� pprolongedbusinessress innaitt.ing applicant's e resolve outstanding issues. Expanding mi Therefore,existing we request that an environmental determination be deferred until the applicant further addresses the Board. Very truly yours, Charles R. Cuddy CRC:dmc c: Heather Lanza, Planning Director Mark Terry, Assistant Planning Director Southold Town Plannina Board "work Session .- May 6 2024 — Pam Protect Name Store_uck Gas Station & Convenience SCTM# 13.2 122 7 1 & �... u 5eMain Mattituck ------ Description: This Site Plnis for hpro proposed demolition of an existing 1-story.... � � .�........ 1,595 sq. ft. convenience store and gas station with 9 fuel pumps, the lot merger of SCTM#1000-122.-7-1 and SCTM#1000-122.-7-3.2, and the construction of a 2-story 5,000 gross sq. ft. building for office and convenience store with vehicle fuel sales, a 152' x 24' (3,648 sq. ft.) canopy with 12 fuel pumps, and 34 parking stalls (12 of ss (B) Zonin p which g District.are the pumps) on 1.39 acres in the General Busine Status: Pending., ........ _. ...... .._ ..._. ._._�..... _ ._ on: Review Assessment I Attachm nts � .� Staff Repo����.�. ._._ �. .e �.. m........... .� ___ ..,._ ._r .w e m.. ._ . _ . �....-_._...-___w. _ _ ......_................... �..w_. _ ._. . ... .. ... .... F Pro ect Name: Hotel Moraine Expansion SCTM# 1000-40 1 1 J p a . ---- Location: 62005 CR 48 Green ort Description: This site plan is for the proposed expansion of _..isti..g _ ... . p � an existing hotel including construction of a 4,588 sq. ft. building with ten (10) hotel rooms, and a 2,040 sq. ft. addition to an existing building with four (4) hotel rooms where there exists a 21-unit hotel comprised of five (5) buildings totaling ±13,854 sq. ft. and accessory improvements on a 3.21-acre parcel in the Reso...rt Residential ing District. _ ...........�.__.(RR) Zon__. _.__...... . .. .. ......... _ . _ � Status: NeW. pplication n: Review Attachments Staff Ref Dort Completeness _ �......-..... . p _..._.. .......ry _ ......_M- ,. ,.._._..... ........... Location:ect Name: North Street Apartments _�....... wSCTM# 1000 102 5 9 2 Pro d 645 North Street, Cutchogue Description: This site plan is for the __ ....� anon. ' proposed construction of a 7,918 sq. ft. building consisting of five (5) apartments at 1,199 sq. ft. each, associated driveways and parking, on a vacant 2.3-acre parcel in the Hamlet (......w_,) . _.. g District. -__.w_....._... ..... .Business HB Zon.a_in _...wwww _._...... _._. www.www_w._.._. .. _........... ... tus 117-New Applicati1111on. Act a s Staff Report Review for Completeness ' Attachment I OFFICE LOCATION• z MAILING ADDRESS: Town Hall Annex P.O. Box 1179 .„ 54375 State Route 25 � a�" ,�� ���„r Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) ) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 2, 2024 Charles Cuddy Esq. P.O. Box 1547 Riverhead, NY 11901 Re: Proposed Site Plan for Mattituck Gas Station & Convenience Store 7400 Main Road, corner of Route 25 & Bray Avenue, Laurel SCTM#1000-122.-7-1 & 3.2 Dear Mr. Cuddy: am writing as a follow-up to the Work Session held on March 25, 2024, where the Planning Board accepted the above-referenced Site Plan for review. Prior to setting a public hearing or distributing referrals, staff will complete Part II of the FEAF to classify the SEQR action and determine if there is the potential for any moderate to large impacts. The Planning Board, its Staff, Town Departments and relevant agencies will provide additional comments following full review. If you have any questions regarding this site plan or its process, please do not hesitate to call this office. Respectfully, Brian Cummings Senior Planner FORM NO. 3 r- � ... RECEIV TOWN OF SOUTHOLD P~m ." . BUILDING DEPARTMENT APR 0 3 �_024 SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL Planning Board DATE: October 28, 2021 REVISED: November 3, 2021 REVISED: March 20, 2024 TO: Charles R. Cuddy (AMAC Inc.) 445 Griffing Avenue Riverhead,NY 11901 Please take notice that your application received August 31, 2021: For permit to: Mergctwc�L21parcelsmand construct a g�,j_jc, vic.,c.station rinc pad wu e with dispertse� cqno v, and a convenience store Lsecondprincipal use with associated second floor offices at: Location of property: 7400 Main Road, Mattituc County Tax Map No. 1000—Section 122 Block 07 Lot 1 and 1000-122-7-3.2 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII, Section 280-127,the propgsed use and mer in of two lots rec uiLe site_pla „proval from the Southold Town Planning Board. Additionally, the proposed construction (proposedl 63,3 �.�c It pazr el in the 13 District. is not permitted pursuant to the B 11 Schedule which re uires a front yard setback of 100 feet. The site plan sn__prupclVed front yard setback (convenience. store)of 10 feet to Old Main NRoad the ca m hha�s a�4 y6' fronLy� cI etljac .jq.Main Road(Route 25) and a 60.8' front yard setback to Old Main Road. Furthermore Article XI Section280-50C states: "A project shall be divided intoseparate structures so that no si,ngl structure shall have n►�re_tl an 60 l.inea� fcet of front �,on one street...". The prop_osed_convenience store is 62.5 linear feetwin.le"th and the cano e is 152 linear feet in len th. Lastiv, and in addition, the gasoline service station must obtain special exception. ap oval from th /:Qi rcl gf pp! als. You may now apply to these agencies directly. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board,ZBA Southold Town Planning Board Work Session — March 25 2024—Page 2 Project Name: Silver Sands Motel Restaurant ilve r SCTM# 1000-47 2 15 ocation. 1135 Srmere Road, Greenport _ DesLcription:____ This Site Plan is for the proposed conversion of an existing accessory storage building (boathouse) to a freestanding restaurant with office and storage space for restaurant operations, and conversion of an existing single-family dwelling to a commercial kitchen for the restaurant to include 111 indoor/outdoor seats and 19 parking stalls on 2.1 acres in Residential (RR Zoning District. . ....._._...... the Resort R ...�..._.. ...... ......_..__m.� �.. ...�... _ Status _ -_..... . Pending .... . _...._.._._ ... Action w .__._.. Review for Com _letene_wswµ -...... �._�.. Attachments: Staff Report j _...... .. Store .. ...-_.. .� ..... ._.._._�._.__....... _.... ..._ 13.2 0 122-7 Pro ect Name Mattitu ck Gas Station & Convernence SCTM# 10 Descn Wtion: This Site Plan 5is for he proposed demolition of �s g__ , Location_ 740 .. , .p .. on of an existing 1-story 1 595 sq. ft. gas station and convenience store with 9 fuel pumps, the lot merger of SCTM#1000-122.-7-1 and SCTM#1000-122.-7-3.2, and the construction of a 2-story 5,000 gross sq. ft. building for office and convenience store with vehicle fuel sales, a 152' x 24' (3,648 sq. ft.) canopy with 12 fuel pumps, and 34 parking stalls (12 of which are at the pumps) on 1.39 acres in the General Business (B) Zoning District. Status Pending_ Action Review for Completeness _. ._ ... ..... Attachments: � Staff Report j � Brow µ n & Linnet Standard SCTM# 10 ect Name: 00 48 3 20 1 Subdivision Location: 465 Brown Street & 711 Linnet Street, Greenport � Description: This proposal is for the standard subdivision of a 0.52-acre parcel into two 0.26-acre lots in the R-40 Zoning District. Lot 1 will contain the existing two-family dwelling, and Lot 2 will contain the existing single- family dwelling. The Zoning Board of Appeals granted approval of the non-"conforming lot areas. This parcel is located on the south side of ..__ .. ....._..w.M ..._w.... _ N _Linnet Street, +/-100' westof Seventh Street G re a n�o rt.........._.........._..._ Status: Pending mmn Action f _wwww Review or Conditional Prelimiwnary Plat Determination _q _.._ ments Staff Report Attach...__. .__..... w_.. . �.. ._ .. .._. ... ... ._..�... ........� ...._............ _... ...._m_..�..._.�._... .. ..... _ ._... Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date March 25, 2024 Prepared By: Brian Cummings I. Application Information Project Title: Mattituck Gas Station & Convenience Store Applicant: Sukru Ilgin Date of Submission: Tax Map Number: 55.-5-2.2 Project Location: 45450 County Road 48 Hamlet: Laurel Zoning District: General Business - B II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±1.39 acres (after merge) Building Size 5,000gsf building, 3,648sf Canopy III: Completeness Review See attached checklist for Site Plan Requirements. IV: Analysis This Site Plan is for the proposed demolition of an existing 1-story 1,595sf gas station and convenience store with 8 fuel pumps, the lot merger of SCTM#1000-122.-7-1 and SCTM#1000-122.- 7-3.2, and the construction of a 2-story 5,000 gross sq. ft. building for office and convenience store with vehicle fuel sales, a 152' x 24' (3,648sf) canopy with 12 fuel pumps, and 34 parking stalls (12 of which are at the pumps) on 1.39 acres in the General Business (B) Zoning District, Mattituck. 1. Existing a. SCTM#122.-7-1 i. 1-story 1,595 sq. ft. building ii. 4 pump islands (8 pump stations) + 1 kerosene pump iii. Two underground double wall fiberglass fuel storage tank b. SCTM#122.-7-3.2: vacant 2. Proposed: 1 a. Merge two B zone parcels to form a single parcel at 1.39acres b. Construct 5,OOOgsf building (no basement) i. 1st floor: 3,OOOsf convenience store and vehicle fuel sales ii. 2nd floor: 2,OOOsf office c. One (1) canopy at 152' x 24' (3,648sf) with 6 pump islands (12 pump stations) d. 10' x 20' dumpster enclosure e. Relocate two (2) existing double wall fiberglass fuel storage tanks i. Creation of three (3) formalized curb cuts to focus ingress/egress; revegetation proposed within Town and State ROW f. Two (2) Vacuums and two (2) air supply locations g. HVAC condenser units on proposed pad in rear of building h. Flag pole (height unknown) 3. Required approvals: a. Zoning Board of Appeals approvals - (ZBA)application file #6839 (adjourned until SEQR determination made by the Planning Board as Lead Agency) i. Special exception for gasoline service with convenience store ii. Area variance for front yard setback: 1. 75' x 24' "front" canopy proposed @ ±23' 2. 75' x 50' "rear" canopy proposed @ 84' to front property line b. NYS Department of Transportation (DOT) i. Highway Work Permit for action within the ROW and creation of two curb cuts c. Suffolk County Department of Health Services (SCHDS) i. Waste Water ii. Tank Division (Fuel Storage Tanks) 4. State Environmental Quality Review Act SE RA : SEQR information submitted for review including an FEAF, Traffic Assessment and SEQR Narrative; Staff will complete Part II of the FEAF to classify the SEQR action and determine if there is the potential for any moderate to large impacts. 2 __..........._........... .._...�_ww....._. ._ 2022 -_._w_ _._.................................. 2023 . _ ._.. Canopy _._.__._.............. ................... 180'x24' (4,320sf) ..................._.......... 152' x 24' (3,648sf)....and .. seven (7) pump islands six (6) pump islands with with fourteen (14) pump twelve (12) pump stations stations Building _. 5,000gsf 5,000gsf (no change) Parking _.................... 29 stalls (w/2 ADA) + 10 34 stalls (w/2 ADA) + 15 land bank stalls land bank stalls No queuing plan Queuing plan provided 5. Bulk Schedule/Code lie uiremente B zone a. Lot Coverage i. Maximum: 30% ii. Proposed: 10.5% b. Landscape Coverage i. Minimum: 35% ii. Proposed: 44.5% c. Landscaping i. Landscape/Erosion Control Plan provided on sheet SP-4 ii. Interior parking landscaping not provided iii. 5' wide landscaped area in front of building not provided iv. Complete number of street trees not provided d. Parking: i. Convenience Store: at least 1 space per 100 square feet of gross floor area of the retail store, including storage and counter space 1. 3000sf . 100 = 30 stalls required ii. Fuel sales / gasoline service station: 3-space queuing area for each pump, plus 1 parking space for each employee; 3 1. 12 pumps x 3 = 36 required; Queuing plan on sheet VP-1 2. Number of employees: 3 iii. Office: 1 per 100sf of gross floor area 1. 2,000sf/ 100 = 20 required iv. Entire site: 53 parking stalls required; 34 parking stalls proposed (including 2 ADA and 15 land banked) Staff: a loading zone has been provided for truck deliveries. Traffic flow and circulation of passenger vehicles and oversized vehicles will be evaluated during the review process e. Setbacks / Bulk Schedule Re uirement Zone- B _Conv... Store/Office tore/Offi e _Required Provided . � .......... ._.................._._. _............... Front yard Variable/100' 117' to Route 25 _ 10' to Old Main Rd* Side _._ ._._........ 25' ......_....................- 25.._........... ................. _�..................... ...... Side 25 50 comb Rear yard .................... 35' .. .._...... '- 35' wwww.._..... ..._.......... ._... __. Linear Fronta�ew 60' max 62.5'* .. mm... Canopy mm .. ...._ . .. _... __.__ ...�w.._.......__.... � _ Front Yard 45.6' to Route 25* 60.8' to Old Main Rd* Linear Frontage ........� � _.__._...._. 152*............._.___..�._.__................. * Denotes variance request for relief from ZBA f. Drainage: Storm water controls provided on Sheet SP-2 Grading and Drainage Plan g. Exterior Lighting: A photometric plan has been provided on sheet SP-5 h. With reference to the Planning Board letter dated December 11, 2023: i. Provide a revised Notice of Disapproval for the proposed application. The current proposal is different than the one reviewed by the Building Department and Planning Board for Notice of Disapproval in 2022 Submitted: yes ii. Provide the remainder of the required fee: $550 submitted; ($1,195) Submitted: yes iii. Provide a detailed floor plan (for 1st and 2nd floor) for the proposed convenience store and office 4 Submitted: yes iv. Provide a minimum of five (5) detailed renderings of the proposed exterior of the convenience store, canopy and site; Submitted: yes VI: Items to consider 1. Accept the application as complete for review; 2. Next step: prior to setting a public hearing or distributing referrals, staff will complete Part II of the FEAF to classify the SEQR action and determine if there is the potential for any moderate to large impacts. 5 CHARLES R. CUDDY Attorney at Law 445 Griffing Avenue Riverhead, NY 11901 Mailing Address: Tel:(631)369-8200 PO Box 1547 Fax:(631)369-9080 Riverhead,NY 11901 ejngilLchi,�,trlescudd�ibo t(�,)nfine.nqt March 20, 2023 EIVEP MN', 2 0 2024 Brian Cummings, Town Planner 56ijifibTd T&Wn Planning Department Planning_Boa..rd Town of Southold P.O. Box 1179 -7 2- Southold,NY 11971 Re: Mattituck Gas Station Dear Mr. Cummings: Attached is the amended letter of denial. As noted in our discussion the canopy is now shorter than originally proposed. My understanding is the applicant may now review the site plan with the Planning Board. Very truly yours, C"� `i-i I'll Charles R. Cuddy CRC:dmc Enclosure r S U bf FORM NO. 3 RECEIVED I TOWN OF SOUTHOLD MAR 2 2 2024 BUILDING DEPARTMENT SOUTHOLD,N.Y. Plannin5ffi dBoard Planning Board NOTICE OF DISAPPROVAL DATE: October 28, 2021 REVISED: November 3, 2021 REVISED: March 20, 2024 TO: Charles R. Cuddy (AMAC Inc.) 445 Griffing Avenue Riverhead,NY 11901 Please take notice that your application received August 31, 2021: For permit to: Meer' tw _"2 wp reels and cqnstruq.pZLas,service station (;p use , with dig; rg scr c anca a , and a convenience store c or d pri cipal use vgh associated second floor offices at: Location of property: 7400 Tin Road Mat ituck 'NY County Tax Map No. 1000— Section 122 Block 07 Lot 1 and 1000-122-7-3.2 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII, Section 280-127 the pro osed use and merging of two lots rz ciu re site�1a )prgval from the Southold Town Pl .z ning-Bpa d. Additionall tl�p o os cl c a st action, can tl' is rca off; d� -t ?357 sc.—ft.parcel in the 1 District is not pernaitted I►ursu z t Co the Bulk `achedjjtq. liiq re,�ai;1°es a i 1It., aid setback a1`100 feet. Ttie ite la.n shows a ro_A�5 front yard setback of 10 feet to Old Main Road and a 46.5' front a�°cl, setback to Main Road (Route 251. 1:, stly,,and in dditi �tre service station must obtainspecial axes t�ican gp aruv l from the Zoning Board oaf Ap_pe&-. You may now apply to these agencies directly. This disapproval has been revised to include the "canopy"as requested by Planning. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board, ZBA CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK _lailing Address: TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charlescuddy@optonline.net optonline.net January 5, 2024 Pie N L �i f?C mC Brian Cummings 54375 NYS Route 25 RECEIVED P.O. Box 1179 Southold,NY 11971 JAN 10 2024 I _ Southold Town Re: Mattituck Gas Station Planning Board Dear Mr. Cummings, Pursuant to your Email of December 112023, and in particular responding to items 4 and 5 enclosed are: 11 sets of First and Second Floor Plans. 11 sets of 30 renderings (South and East Views) 11 sets of site plan renderings Please confirm this satisfies the requests under items 4 and 5. Sincerely Yours, Charles R. Cuddy ♦_t J� 7. r - - all -41 it 1 3 ss r a,�r �1 —00 pt, High Point Engineering design JAN 1 20 T. design CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIFHNG AVENUE RIVERHEAD,NEW YORK TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charlescuddy@optonline.net December 20, 2023 5v b-F P91 RL_ , M-( , 3c, RECEIVED Brian Cummings, To wn Planner Planning Department (I DEC 21 2023 Town of Southold L P.O. Box 1179 _96_dfh6ldT6_w_ n Southold,NY 11971 Planning Board 12 7-- - -7 — I +- 3 Re: Proposed expansion of gasoline service station and convenience store-Mattituck,NY Dear Mr. Cummings: In accordance with notice of December 11,2023 enclosed is the balance check of$1,195.00. Items 4 (detailed floor plan) and 5 (detailed renderings)will be forwarded shortly. We are preparing a further application to the Building Department and reviewing SEQRA documentation to respond to item No. 2. Very truly yours, 7' CRC:dmc Charles R. Cuddy Enclosure Southold Town Planning Board Work Session — November RQ 2C12 — Pa e 2 Praj ct Name: Mattituck Gas Station&Convenience Store SCTM#: 1 1000-122-7-1 &3.2 Location° 7400 Route 25 &535 Old Main Road, Mattituck Descnption; station — ' Site Plan is for the proposed demolition of an existing 1-story 1,595 sq. ft. gas and convenience store with 8 fuel pumps, the lot merger of SCTM#1000-122.- 7-1 and SCTM#1000-122.-7-3.2, and the construction of a 2-story 5,000 gross sq. ft. building for office and convenience store with vehicle fuel sales, a 152'x 24' (3,648 sq. ft.)canopy with 12 fuel pumps, and 34 parking stalls (12 of which are at the _pumps on 1.39 acres in the Generale Business CBS Zoning District. Status: _ .Pending.. , _... Action: _ Review for Completeness _. Attachments: i Staff Report Projeot Name: Tesla Charging Stations SCTM#: 1000-55 2 20 Locati Lion: This Amended 8 Soutrhold Location: _46455 Route 4_ p Site Flan is for the proposed construction of eight(8)Tesla Super Charger stations, associated equipment and landscaping, accessory to existing commercial/retail building on 0,69 acres in the General Business @jZoning District _ _ ._ ._ - Status: New Application Action: Review for Completeness Attachments: Staff Report Project Name: Cell Tower at Albertson Marine SCTM#: 1000-561-3-15 Location, 61405 Main Road, Southold Description: This proposed wireless facility site plan is for a±150' above grade level (a.g.l.) concealment pole, including antennas, cables, and related equipment for two wireless carriers(Verizon and DISH)and Southold Fire District's emergency communications, along with a±2,450 sq. ft. equipment compound on a±0.95-acre parcel with a ±10,800 sq_ft. existing boat storage warehouse, in the Marine II Zoning District. Status°. Pending _ Action: Referral Review Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date November 20, 2023 Prepared By: Brian Cummings I. Application Information Project Title: Mattituck Gas Station & Convenience Store Applicant: Sukru Ilgin Date of Submission„ Tax Map Number: 55.-5-2.2 Project Location: 45450 County Road 48 Hamlet: Laurel Zoning District: General Business - B II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±1.39 acres (after merge) Building Size 5,000gsf building, 3,648sf Canopy III: Completeness Review See attached checklist for Site Plan Requirements. IV: Analysis This Site Plan is for the proposed demolition of an existing 1-story 1,595sf gas station and convenience store with 8 fuel pumps, the lot merger of SCTM#1000-122.-7-1 and SCTM#1000-122.- 7-3.2, and the construction of a 2-story 5,000 gross sq. ft. building for office and convenience store with vehicle fuel sales, a 152' x 24' (3,648sf) canopy with 12 fuel pumps, and 34 parking stalls (12 of which are at the pumps) on 1.39 acres in the General Business (B) Zoning District, Mattituck. 1. Existing: a. SCTM#122.-7-1 i. 1-story 1,595 sq. ft. building ii. 4 pump islands (8 pump stations) iii. Two underground double wall fiberglass fuel storage tank b. SCTM#122.-7-3.2: vacant 2. Irooe+ : 1 a. Merge two B zone parcels to form a single parcel at 1.39acres b. Construct 5,000gsf building (no basement) i. 1st floor: 3,000sf convenience store and vehicle fuel sales ii. 2"d floor: 2,000sf office c. One (1) canopy at 152' x 24' (3,648sf) with 6 pump islands (12 pump stations) d. 10' x 20' dumpster enclosure e. Relocate two (2) existing double wall fiberglass fuel storage tanks i. Creation of three (3) formalized curb cuts to focus ingress/egress; revegetation proposed within Town and State ROW f. Two (2) Vacuums and two (2) air supply locations g. HVAC condenser units on proposed pad in rear of building h. Flag pole (height unknown) 3. Re uired approvals: a. Zoning Board of Appeals approvals - (ZBA)application file #6839 (adjourned until SEQR determination made by the Planning Board as Lead Agency) i. Special exception for gasoline service with convenience store ii. Area variance for front yard setback: 1. 75' x 24' "front" canopy proposed @ ±23' 2. 75' x 50' "rear" canopy proposed @ 84' to front property line b. NYS Department of Transportation (DOT) i. Highway Work Permit for action within the ROW and creation of two curb cuts c. Suffolk County Department of Health Services (SCHDS) i. Waste Water ii. Tank Division (Fuel Storage Tanks) 4. State Environmental Quality Review Act SEQRA : SEQR information has been provided relevant to the previous iteration of the site plan which showed a larger canopy and additional pump stations. An FEAF, Traffic Assessment and SEQR Narrative submitted for review; Staff will complete Part II of the FEAF to classify the SEQR action and determine if there is the potential for any moderate to large impacts. 2 ........... ._.... ................ ..2022.... ___. ......._................ w2023 .._. . -. _ _......w Canopy 180'x24' (4,320sf) WµM �µ µ152' x 24' (3,648sf) and W seven (7) pump islands six (6) pump islands with with fourteen (14) pump twelve (12) pump stations stations ww._.............w_._. ._._. __ w_.. __......... ...................._......_._. ..__. __._._._ ..�www Building 5,000gsf 5,000gsf(no change) ... ... Parkin ...................__ ._._w.._........... .. ._�wwwwwwwwwwwww............-........_._...... g 29 stalls (w/ 2 ADA) + 10 34 stalls (w/2 ADA) + 15 land bank stalls land bank stalls No queuing plan Queuing plan provided 5. Bulk Schedule/Code Requirements B zone a. Lot Coverage i. Maximum: 30% ii. Proposed: 10.5% b. Landscape Coverage i. Minimum: 35% ii. Proposed: 44.5% c. Landscaping i. Landscape/Erosion Control Plan provided on sheet SP-4 ii. Interior parking landscaping not provided iii. 5' wide landscaped area in front of building not provided iv. Complete number of street trees not provided d. Parking: i. Convenience Store: at least 1 space per 100 square feet of gross floor area of the retail store, including storage and counter space 1. 3000sf- 100 = 30 stalls required ii. Fuel sales /gasoline service station: 3-space queuing area for each pump, plus 1 parking space for each employee; 3 1. 12 pumps x 3 = 36 required; 2. Number of employees: 3 iii. Office: 1 per 100sf of gross floor area 1. 2,000sf/ 100 = 20 required iv. Entire site: 53 parking stalls required; 34 parking stalls proposed (including 2 ADA and 15 landbanked) Staff: a loading zone has been provided for truck deliveries e. Setbacks / Bulk Schedule Rei juirement Zone_ B Conv. Store/Office Required Provided -Front yard Variable/100' 117' to Route 25 10' to Old Main Rd* w_w_ _._...._. _._.................. _ _.�. www _._ ....__...................................... .-. Side 25' _ >_ 25' Side..__... _................. ._2.5.,......... comb) .�... ................_........................... w.......w. 50 _____._._._.ww_........_.__mm.______.. .............____�.........�...................�.....w ._�.__...... ,..._............... Rear �rard w................................�. 35' >- 35' Linear Frontage 6.0.�..max...._..__w w 62.5w'*.._................................._ -.. . ......... _wwwwwww . ..._ Cano y �w.P. wwwww.w................_.._....................................---_.w_.................. Front Yard 45.6' to Route 25* 60.8' to Old Main Rd* ............ _._._._ ........................ _w _w.�............ ................. . .._ ..w. _..._... ... . Linear Frontage _ wwwwm 152 * * Denotes variance request for relief from ZBA f. Drainage: Storm water controls provided on Sheet SP-2 Grading and Drainage Plan g. Exterior Lighting: A photometric plan has been provided on sheet SP-5 VI: Items to consider 1. It is recommended that the Planning Board find this application incomplete with the information to be provided: a. Provide a revised Notice of Disapproval for the proposed application. The current proposal is different than the one reviewed by the Building Department and Planning Board for Notice of Disapproval in 2022 b. Provide revised SEQRA documentation that is consistent with the current proposal OR provide documentation certifying that the FEAF, SEQRA Narrative and Traffic Assessment submitted previously, remain applicable for the proposed site plan c. Provide a detailed floor plan (for 1st and 2"d floor) for the proposed convenience store and office 4 d. Provide a minimum of five (5) detailed renderings of the proposed exterior of the convenience store, canopy and site; 5 Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: Mattituck Gas Station & Convenience Store Completed by: Brian Cummings Date: November 20, 2023 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. �l (2) The site plan review fee, as specified in Subsection B $550 submitted; below. Editor's Note: See now § 280-138, Fee schedule for X (approx.$1,195 site plan applications. required for additional fees) (3) A completed environmental assessment form. X Old FEAF (4) Nine copies of the site plan. �l (5) Four copies of a property survey, certified by a licensed land surveyor. �l B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. (b) The name and address of the landowner on record: �l [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the �1 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 4 feet of the subject property, indicate the distance to the nearest intersection with a public street. (g) A separate key map showing location and owners of all adjoining lands within 500 feet, as shown on the latest 4 tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas 4 dedicated to public use within or adjoining the property. 1 Checklist for Site Plan Application Completeness Southold Planning Department (i) A complete outline of other existing easements, deed restrictions or covenants applying to the property. (j) Existing zoning, including zone lines and dimensions. (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] Alignment and schedule plan. [2] Grading and drainage. [3] Landscaping. [4] Other, e.g., site utilities. (2) 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, 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 (3) 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 �l 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 �1 aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, including curbcuts, within 200 feet of the boundary of the �1 subject property. 2 Checklist for Site Plan Application Completeness Southold Planning Department (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property �l lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas �1 and pedestrian circulation. (c) The location, direction, power level and time of use for any proposed outdoor lighting or public address systems. (d) The location and plans for any outdoor signs must be in Not specified accordance with applicable sign regulations. X (e) 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) �l and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. I (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, �l Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity �l and location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any �l alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans No floor plan showing the proposed use of floor area. X 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 CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK �M pding A d 4n TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charlescuddy@optonline.net October 30, 2023 i113- Cummings, 7 Brian Plann g Departmen Town Planner Town of Southold �d tTi61d 'own P.O. Box 1179 Planning Board Southold,NY 11971 t 22 - — 7 — ► + 3.2_ Re: Proposed expansion of gasoline service station and convenience store-Mattituck,NY Dear Mr. Cummings: In January of this year you requested a number of items to make this application complete. The consultants were not in a position to proceed with the revisions and additions at that time.However, we are now in a position to submit the following: 1. Nine (9)prints of the existing conditions survey; 2. Nine (9)prints of the Exterior Elevations; 3. Nine (9)prints of the canopy elevations; 4. Nine (9)prints of a 200' and 500' radius area map; 5.Nine (9)prints of a vehicle queuing plan; 6. Nine (9)prints of a site plan which includes drainage and landscaping. Please note that signage will be submitted once the Planning Board is satisfied with the site layout. I look forward to hearing from you. Very truly yours, Charles R. Cuddy CRC:ik Enclosures Sib+ CHARLES R.CUDDY I, " f ATTORNEY AT LAW 445 GRI FFING AVENUE RIVERHEAD,NEW YORK TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charlescuddy@optonline.net September 12, 2022 Heather Lanza, AICP, Planning Director Planning Department Town of Southold P.O. Box 1179 Southold,NY 11971 Re: Proposed expansion of gasoline service station-Mattituck, NY Dear Ms. Lanza: Pursuant to our recent ineeting we are enclosing six(6)prints of dD photo simulation showing the visual expression of the site upon completion, including the street view. Please let me know if you need any additional infibrination to proceed with this application. Thank you. Very truly yours, C -df w Charles R. Cuddy CRC:ik Enclosures r S _ �• .. r. �t t � •. -� ��t.� �� '� Mai X. -A-1 y_ �= �4 1•�� a.- , � �� '~I�,<��• •mot i � .K, a.17. .+� ,�:n �7'�1''t `✓ayR . � f Q�'i 'ti'� 1. a K' '• Vw�� ' rc4� ;J 4'i_ „Qr'k.. Xs t> �;�'''¢-. „ � . - 4 �.. Aa •^ p �,`� "`�i .'C i t y' x+... • 6 . ,n ,design r � bahosscccaesign RECEIVED CHARLES R.CUDDY _..... ._.._.ATTORNEY AT LAW MAY 1. 0 2022 445 GRIFFING AVENUE RIVERHEAD,NEW YORK �;6Riidf6 o n Planning Board Iaal,Ms� � �•�;s; TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charlescuddy@optonline.net May 5, 2022 Heather Lanza, AICP, Planning Director Planning Department Town of Southold P.O. Box 1179 Southold,NY 11971 Re: Proposed expansion of gasoline service station-Mattituck,NY Dear Ms. Lanza: Enclosed is an Environmental Assessment Narrative for the Mattituck Gas Station and Convenience Store together with a Traffic Assessment. We submit that these Narratives not only provide a full environmental review but demonstrate there are no adverse environmental effects for the expansion of the existing gasoline service station. If appropriate, we would be pleased to discuss these assessments but look forward to your accepting then as providing sufficient information to permit the Board to determine that the applicant has satisfied SERA and may proceed with its site plan. Very truly yours, Charles R. Cuddy CRC:ik Enclosures CHARLES R.CUDDY �m "" F'Iani[�n ng I13oard R verkca(:i, NY 1.ll.901 �C-xxnzani. r� nr.�w,r.•, axa�a������l:r-0 crxnlina;.nef: November 5, 2021 Donald J. Wilcenski, Chairman Town of Southold Planning Board P.O. Box 1179 Southold, NY 11971 Re: AMAC Inc.-7400 Main Road,Mattituck,NY SCTM#1000-122-07-01 and 1000-122-7-3.2 Dear Chairman Wilcenski: The owner of the gasoline service station at the Main Road (NYS Rte. 25) in Mattituck, adjoining the intersection of Brey Road and the Old Main Road,wishes to expand the service station and erect a new convenience store. In this connection we enclose the following: 1. Site plan application 2. Applicant Transactional Disclosure Form 3. Agent Authorization Letter 4. Applicant's Affidavit 5. LWRP Consistency Assessment Form 6. Long Environmental Assessment Form 7. Nine( 9) prints of site plan. 8. Check in the sum of$550.00 representing a filing fee Please proceed with review of this application. Very truly yours, Charles R. Cuddy *M CRC:ik RECEI ED . _ SOUTHOLD PLANNING ISO ,, ' (,) m9 �021 SITE PLAN APPLICATION O _._ so�uth10q l,fo. in Site Plan Name and Location mm..., .. gn i�i V:� �a �. Site Plan Name: Proposed gas station and convenience store Application Date: •Cj Suffolk County Tax Map#1000- 122 - 07 - 3.2 Other SCTM#s 1000-122-07-01 Street Address: 7400 Main Road Hamlet: MattituCk Distance to nearest intersection: extends to Bray Avenue Type of Site Plan: New Amended_Residential Zoning District General Business Owners/Agent,Contact information Please list name, mailit T&azldress; and hnne number or the people,le below. pInc. and 535 Main Realty LLC Property Owner/4MAC InC Street PO Box 547 City Laurel --State NY Zip 11948 Home Telephone Other Applicant Street City State Zip Home Telephone Other Applicant's Agent or Representative: Contact Person(s)* Charles R. Cuddy Street 445 Griffing Ave.. City Riverhead state NY Zip 11901 Office Telephone 631-369-8200 Other cheriescuddy@,optonline.net *Unless otherwise requested, correspondence will be sent only to the contact person noted here.. Site Plan Application Form 211812010 Site Data Proposed construction type: X New /X Modification of Existing Structure Agricultural Change of use Property total acreage or square footage: 63,357 ac./sq, ft. Site Plan build-out acreage or square footage same ac./sq. ft, is there an existing g 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: 111 / 31 ;Lt Is an application to the Southold Town Zoning Board of Appeals required? Yes No If yes, have you submitted an application to the ZBA? Yes No X 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. List all existing property uses: gasoline service station and convenience store List all proposed property uses: Same as above Other accessory uses: N/A Existing lot coverage: % Proposed lot coverage: 1 I.5 % Gross floor area of existing structure(s): _sq. ft. Gross floor area of proposed structure(s): 7,320 10landbanked Parking Space Data #of existing spaces: #of proposed spaces: 29 plusLoading Berth: Yes X No Landsca p g g p g Proposed landscape coverage 42 m Details: Existing landscape coverage: % ca e ...._... Wetlands: Is this property within 500' of a wetland area? Yes No X Maybe I, the undersigned, certify that all the above information is true. Signature of Preparer Date: 5" 2 Site Plraaz_Appliccalioaa Form. 2/1 8112 0 1 0 FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 28, 2021 REVISED:November 3,2021 TO: Charles R. Cuddy (AMAC Inc.) 445 Griffing Avenue Riverhead,NY 11901 Please take notice that your application received August 31,2021: For permit to: MeM.e two (2'I parcels and construct a gas service station.(L)rfilci Pal use and a convenience store(second rinciDal use with associated second floor offices at: Location of property: 7400 Main Road. Matti qick-_, NY County Tax Map No. 1000—Section 122 Block07 Lot and 1000-122-7-3.2 Is returned herewith and disapproved on the following grounds: Wo lots rea uir- site tars app Eoval from the Southold Town1lan ,in g_Board. ............... Add B District, is riot erraritted rrrsartt tts the Bulk schedule wlsach se tr�s° s a front and setback, of 100 feet. The et. Lastl °. asarl ire addition. the asolirre service station aaarrst obtain s ecial ey e�tiora VMgya from_theZo�ninBoard of�Ae�als. l You niay now apply to these agencies directly. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board,ZBA Southolld 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 form is to provide information which can alert the town of possible conflicts of interest and allow it to tale whatever action is necessary to avoid same. Your Name: AMAC Inc. Last,First,middle initial unless you are applying in the name of someone else or other entity,such as a company. If so, indicate the other person: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 %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 Wf20cM Signature Print Name 5 k In Disclosure Form AMAC Inc. and 535 Main Realty LLC PO Box 547 Laurel,NY 11948 I, Sukru Ilgin, President of AMAC Inc.,and Member of 535 Main Realty LLC hereby authorize Charles R. Cuddy, Esq. to act as my agent on the property of SCTM#1000-122- 07-3.2 and 1000-122-07-01 in Mattituck,New York, and handle all necessary work involved in the site plan process with the Southold Town Planning Board. ANP-17 Sukru Ilgin, President of AMAC Inc. & Member of 535 Main Realty LLC Sws i me this . day r of 1 2021. N agy,Public Deborah Orlowski NOTARY Notary 110fsc,State of New W6- u PUBLIC *= No.01OR6280392 Qualified lr�SdfolL county r— �� vY'610'��' �atrnsttissiars Vvires 05Pl3120— APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK Sukru Ilgin being duly worn, deposes and says that he o 60 1 S4 resides at `5 t �' �a � N I l� in the State of New York, and that he is the owner of property located at 7400 Mein Road Mattituck, New York _ SCTM#1000-122-07-3.2 ,or that he is the President of the AMAC Inc. (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 rights-of-way,has been clearly established and is shown on said Plan, that no part of the Plan infringes upon any drily 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 c r ce with the plan as approved by the Planning Board. Signed l Owner Signed (Partner or Corporate Officer and Title) Sworn to me this /,da",of era 'Z' Notary Public DeborAOrl0wsll NE W`, Notary Public,State of New York- No.01OR6290392 PUBLIC if wdul,suflalkOOwy 01 colntili ion Ex it OVIR2024 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 incuding Building Permits and other ministerial permits not located within the Coastal Erosion HazardArea. 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. . Proposed action will be evaluated as to its . -JZ riiljc ant . beneficial and adverse effects a on the coastal area which includes 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. Tbus each answer most be explained in detail listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it...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 - 122 -07-01 and 3.2 PROJECT NAME Proposed gas service station and convenience store The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board® Building Dept. ❑ Board of Trustees El 1. Category of Town of Southold agency action(check appropriate response): p (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Extension of aas service station with convenience store Location of action: 7400 Main Road, Mattituck, NY Site acreage: 1.5 ac„ Present land use: gas servcie station with convenience store and vacant land Present zoning classification:_ General Business 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: AMAC Inc. (b) Mailing address: PO Box 547 Laurel, NY 11948 (c) Telephone number: Area Code( ') (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes No E 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 No 2 Not Applicable This will extend a gasoline station and provide an improved site Attach additional sheets if necessary 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 No Z Not Applicable This gasoline station will not effect historic or archaeological resources. 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 X❑ Not Applicable This use wir ll lot impact ,Leni resour es thmug out the Town . 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 S through 16 for evaluation criteria ❑ Yes ❑ No X❑ Not Applicable This fillinn station Will no heytura resources _�. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria EJ Yes ❑ No ®Not Applicable e e ension of the filling s a ion a-nd conveniences ore wiill no e e- water ua or supplyin our hold. _ 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. ❑ Yes 0 No N Not Applicable This site is not near Coastal or Wildlife Habitats or wetlands. 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® Not Applicable This ra .lam - . of -jan-air-quality Attach additional sheets if necessary 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 1:1 No ❑ 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. El Yes❑ No® Not Applicable This service station 1 Does al waters or ROAc lands. 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 ❑ No ® Not Applicable The extension of the existing service station has no connection to meter dependent uses Attach additional sheets if necessary 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. ❑Yes ❑ No X Not Applicable Again there is no relationship to marine resources 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. El Yes No R Not Applicable This sM a has, no i�mpact on , ®lands. Attach additional sheets if necessary 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 ❑X Not Applicable e filling station and convenience store will not-affeff use and developmentof energy and mineral resources. PREPARED BY TITLE , - DATE Amended on 811105 WII D EJNI D D Full Environmental Assessment Form Part I -Project and Setting FEB 0 6 2025 SOUTHOLD TOWN Instructions for Completing Part 1 PLANUMG BOARD Part I is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review,and may be subject to further verification. Complete Part I 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-,indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the applicant or project sponsor to verify that the information contained in Part I is accurate and complete. A.Project and Applicant/Sponsor Information. 1111111111111111.............. ........................111.......................... Name of Action or Project: Proposed Gasoline Sevice Station and Covenience Store .............. Project Location(describe,and attach a general location map): 7400 Main Road,Mattituck,New York 11952 ................... ................... ................... Brief Description of Proposed Action(include purpose or need): Extension of existing gas service station to include new pumps and convenience store. .... ....... ...... Name ofApplicant/Sponsor:......... Telephone: AMAC Inc. E-Mail: sukruilgin@hotmaii.com ...PO Box...................547.. -.........---- ................ ............................ .......................... .............................. ............ ------........... ......... ��.�.., tyLaurelState:NY "�[Zi ode:w. 119481............ ................_......... Project Contact(if not same as sponsor-,give name and title/role): Telephone:631-369-8200 Charles R.Cuddy ...................... ......... E-Mail:charieseuddy@optonline.net ............. ........... .......... .................... Address: 445 Griffing Avenue .............. .................... ...................... City/PO: State: Zip Code� Riverhead NY 11901 ................... Property Owner (if not same assponsor): Telephone: . AMAC Inc.&535 Old Main Realty LLC .................................... ........ E-Ma ............ ....... ..................... ................ Address: PO Box 547 ................ .............. City/PO: .Laurel State:.NY ZipCode:11948 .... .............................. ...... .................... Page I of 13 FEAF 2019 B.Government Approvals ............................ .................. B.Government rnment Approvals,Funding,or Sponsorship. ("Funding"includes grants, loans,tax relief. ,and any other forms of financial assistance.) Government Entity If Yes: Identify Agency and Approval(s) Application Date Required (Actual or projected) a.City Council,Town Board, Yes No or Village Board of Trustees b.City,Town or Village OYes[:]No Planning Board site plan approval 9/21 Planning Board or Commission —c.City,Town or EYesE]No Zoning Board variance approvals Village Zoning Board of Appeals d.Other local agencies E]YesE]No e.County agencies OYesE]No sc PLMi!g M Commissions, S . SC 14111 f.Regional agencies es No g. State agencies OYes[:]No NYS DOT h.Federal agencies Yes No 1111111:11----......................... L ...... .................................. .......................... --------- i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? 5ZYesE:]No ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? 0 Yes1:1N0 id. Is the project site within a Coastal Erosion Hazard Area? El Yes No .................. ............................ --—------- ........... C.Planning and Zoning C.1.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan, local law, ordinance,rule or regulation be the DYesoNo only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C,F and G. If No,proceed to question C.2 and complete all remaining sections and questions in Part I C.2.Adopted land use plans. a.Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site OYesE3No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action EYes[--]No would be located? b.Is the site of the proposed action within any local or regional special planning district(for example: Greenway; 5ZYesE]No Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): NYS Heritage Areas: Ll North Shore Heritage Area ............. ........ ...-............."I'l"",-.... ..-- -- -,........... ........... ................. ............. ..................... ............... ........... c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, DTe—sONo or an adopted municipal farmland protection plan? If Yes,identify the plan(s): ........... ............... ............................ ---------.-.............................. ............. .............. ....... ........................... ...... ........... ..... ........... Page 2 of 13 tl 11 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. ®Yes❑No If Yes,what is the zoning classification(s)including any applicable overlay district? Business B b. Is the use permitted or allowed by a special or conditional use permit? ®Yes❑No ........... c.Is a zoning change requested as part of the proposed action? ❑Yes®No If Yes, i. What is the proposed new zoning for the site? CA.Existing community services. a.In what school district is the project site located? G 4 ttrttock- ach. D6, rt b.What police or other public protection forces serve the project site? Southold Town Police c.Which fire protection and emergency medical services serve the project site? Mattituck Fire District d.What parks serve the project site? Mattituck Park District D.Project Details D.1.Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential, industrial,commercial,recreational; if mixed,include all components)? Commercial b.a.Total acreage of the site of the proposed action? 1.45 acres µ b.Total acreage to be physically disturbed? 1.45 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? .......... 1.45 acres c.Is the proposed action an expansion of an existing project or use? ®Yes❑No i. If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % w„ 1%„(prwcfaFDf „•2%(bldg. Units,�r'1;� i4 (�I? .,C )/1,400SF(building) d.Is the proposed action a subdivision,or does it include a subdivision? Oyes ONo If Yes, i. Purpose or type of subdivision?(e.g.,residential,industrial,commercial; if mixed, specify types) ii. Is a cluster/conservation layout proposedT°,,.........w_................ _�_w_ _......___.__.........�........ ..................... _. .�.�.�.�.�.�.�.�.� . ._... _._.._..........., ._ E]Y.w........... es❑No iii.Number of lots proposed? ay. Minimum and maximum proposed lot sizes. Minimum Maximum e.Will the proposed action be constructed in multiple phases? OYcsONo i. If No,anticipated period of construction: 4 months ii. If Yes: + Total number of phases anticipated ........ • Anticipated commencement date of phase I (including demolition) month year 0 Anticipated completion date of final phase month year • Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of future phases: _..._._.� .. ......_._. ... ._._......................m____......... , w_............,.,,,,,.. Page 3 of 13 f.Does the project include new residential uses? E]YesENo If Yes,show numbers of units proposed. One Family Two Family Three Family NlLd6L)IqFamil (four pr more ) Initial Phase .......... .............. At completion of all phases .......... ......................... g.Does the proposed action include new non-residential construction(including expansions)? OYesE]No If Yes, i.Total number of structures 2 ....... ii. Dimensions(in feet)of largest proposed.structure: 32 height; 50 width; and 60 length iii. Approximate extent of building space to be heated or cooled: 5,000 square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any E]YesoNo liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, i. Purpose of the impoundment: ......__.................. ..........------------- ___""""""""""_'"-—---- ii. If a water impoundment,the principal source of the water: 0 dr—ound crE]Surface water streams L]Other specify: ................. ............ ............ iii. If other than water,identify the type of impounded/contained liquids and their source. ....................................................................................................—-—---------- ------------- .. .......nT ___ mmm iv. roxi a e size of the proposed impoundment. Volume: million all surface area: acres v. Dimensions of the proposed dam or impounding structure: height;_length vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): ..................................... D.2. Project Operations a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? Yes No (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging? ............. ii. How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site? • Volume(specify tons or cubic yards):......................... .................___ • Over what duration of time? ............——------------------ iii. Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them. ....................... —------ .............................. .V_��............ v..._...................., .......................... -------.....DVe-s No'-"-'""' e be onsite dewatering or processing of excavated materials? Ifyes, ..................... . ........................... .............._.............................. ..............................___.......... ..................... v. What is the total area to be dredged or excavated? ......... .......................................... .......... vi. What is the maximum area to be worked at any one time? ...................................... acres vii. What would be the maximum depth of excavation or dredging? feet viii. Will the excavation require blasting? [:]YcsF]No ix. Summarize site reclamation goals and plan: ................. ............... ........................... ................... ............ ............... b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment ®Yes No into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: i. Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description): ......................... ......_................... Page 4 of 13 ii. Describe how the proposed action would affect that waterbody or wetland,e.g.excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities, alterations and additions in square feet or acres: ............ zaz.Will the..... .. .............. on cause or result in disturbance _...�...w��............................... ................�.� __ _mww.._............ proposed action e to bottom sediments. ❑Yes❑No IfYes,describe; ..............w.w.,.,.._........w_..wwwwww_.................._.mmw._. iv. Will the proposed action cause or result in the destruction or removal of aquatic vegetation?........................._... wwww.._. ❑Yes❑No If Yes: • acres of aquatic vegetation proposed to be removed: _ _mmmmmmm w w,_ ......__,,,,,,,.„_,,.,. ........... • expected acreage of aquatic vegetation remaining after project completion:--......................................... __.wwwwwwww..._......._ • purpose of proposed removal(e.g.beach clearing,invasive species control,boat access): _ w_..ww�mmmm_w..... ro osedmeth_.._.._._..................._m.,..w... www . .... .................. _.........._.......ww_._._........__m .. .................... • proposed .......... ..v.ww p p method of plant removal: _ • if chemical/herbicide treatment will be used,specify product(s):_ µ w ww.. ......_..............................�. ..w_.__................. .. v. Describe any proposed reclamation/mitigation following disturbance: c.Will the proposed action use,or create a new demand for water? Eyes❑No If Yes: i. Total anticipated water usage/demand per day: wwwww__.....................wwww www_ w � gallons/day ii. Will the proposed action obtain water from an existing public water supply? ®Yes❑No If Yes: • Name of district or service area: Suffolk County Water Authority • Does the existing public water supply have capacity tve the ro osal? ww. ...._..........w........� ._....www__..........._ o ser p p Y es❑1Vo • Is the project site in the existing district? 0 Yes❑No • Is expansion of the district needed? ❑YesO No • Do existing lines serve the project site? 0 Yes❑No iii. Will line extension within an existing district be necessary to supply the project? ❑Yes ENo If Yes: • Describe extensions or capacity expansions proposed to serve this project:._.._._..... •� Sources of supply for.the� �.........�.�.........�.�....��,� _( )o pp y district: _ iv. Is a new water supply district or service area proposed to be formed to serve the project site? _...........................__............, ❑µYes N�WW� o m. ._._ If,Yes: • Applicant/sponsor for new district:.M..._._,.,w,...ww...wv_.................................... .........__�.........�.�....._.. __........w............................................ _................ • Date application submitted or anticipated: w_. .. �... ..... ............. _...,_w_ _ _w_......_..... • Proposed source(s)of supply for new district: p supply plans to provide water supply for the project:.............................w._................_ w.�w v. If a public water su 1 will not be used,describe .......... ..�..................w. .._..wvwvwv_.... _....._..w............_..._. _ _...w ..... .. .. vz.If water supply s/will be from (public or what is the maximum pumping capacity: gallons/minute. __.......................�,,,..._... ___ s/minute. d.Will the proposed action generate liquid wastes? Yes❑No If Yes: i. Total anticipated liquid waste generation per day: 210 gallons/day ii. Nature of liquid wastes to be generated(e.g.,sanitary wastewater, industrial;if combination,describe all components and approximate volumes or proportions of each): SanitaryWastww atr _____.�_.._.�.�..v..wv_.............................----—-------------. ._—.....--------...... .__........... iii. Will the proposed action use any-existin ......ublic�wastewater treatment �i ties? ............... .....................................................❑YesoNo g pfaci..... Mies. If Yes: • Name of wastewater treatment plant to be used: ..........................wwww.... ................................www _ _v...................................... w _...._.. • Name of district: ... ....................................._............ plant h p • Does the existing wastewater treatment la have capacity to servvee the project? ❑Yes❑No • Is the project site in the existing district? Yes❑No • Is expansion of the district needed? ❑Yes❑No Page 5 of 13 • Do existing sewer lines serve the project site? [:]YcsENo • Will a line extension within an existing district be necessary to serve the project? []YcsE]No If Yes: Describe extensions or capacity expansions proposed to serve this project: ........... ...... -------- ............... iv.Will a new wastewater(sewage)treatment district be formed to serve the project site? E1Ycs0No If Yes: • Applicant/sponsor for new district: ....... • Date application submitted or anticipated: .................. M. ................................ 0 What is the receiving water for the wastewater discharge? ............ ........ ............ v. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed receivin Water(name aiid classification ifsurface discharge or describe subsurface disposal plans): 6WTS per SCDHS WWM Standards ............ ......... .......................... ........ ..............—-----_................ -- —-------------------------------- --—-------- .................----------------------- Vi. l5cs-c"ri"i�e"any plans or designs to capture,recycle or reuse liquid waste: ........... ...... ......... ...... _NJA------__.......... ................ ......................... -11,11,111,..................... ......",......... ............... e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point Yes No sources(i.e. ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e. sheet flow)during construction or post construction? If Yes: i. How much impervious surface will the project create in relation to total size of project parcel? Square feet or 0.75 acres(impervious surface) Square feet or 1.45 acres()arcel size) pavement,larger canopy&building roofs. MµYii. Describe types of new point sources, .................................. ............................ —-—---------------------------------- ...................................... iii. Where will the stormwater runoff be directed(i.e.on-site stormwater management facility/structures, adjacent properties, groundwater,on-site surface water or off-site surface waters)? On-site storm water infiltration structures .......... ------ .............................................___.........._........................ ............. ............ .......... .......... .................... .... ... 1* If to surface waters,identify receiving water bodies or wetlands: ................ ........................ ............... ............................ Will stormwater runoff flow to adjacent properties? 0 YesEl No iv. Does the proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? OYesE]No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel [:]YesENo combustion,waste incineration,or other processes or operations? If Yes, identify: i.Mobile sources during project operations(e.g.,heavy equipment, fleet or delivery vehicles) ................ ...................................................... ..................---------------- ----------- —- -- ii. Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers)----- ------------ ----------------- —--------------------.................. ----------- ...... -------- iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) ..... ........................ ...... ..........______._...._............. g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, E]YesENo or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet E]YesE]No ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: • ....................._.Tons/year(short tons)of Carbon Dioxide(CO2) Tons/year(short tons)of Nitrous Oxide(N20) • ous/yur(short tons)of Perfluorocarbons(PFCs) .....j'onslyear(short tons)of Sulfur Hexafluoride(SF6) ........... I'ons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) • cattsJyear(short tons)of Hazardous Air Pollutants(I-LkPs) .................. Page 6 of 13 in.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, 0 Yes No operation,or both? If yes: i. Provide details including sources,time of day and duration: Will vary by equipment utilized at given point in coordination,but no blasting or pile driving is required. ii. W ill the proposed action remove existing natural barriers that could.act as a noise barrier or screen? ...... 0 Yes 0.N...� " Describe:w._..... .__...ww_w_ w w ww__. ...w....w Wv......w_...w_........_w w w w_._ ... .......... p ._ n.Will the proposed action have outdo.....,.�......... ��� p p or lighting? 0 Yes❑No If yes: i. Describe source(s),location(s),height of fixture(s),direction/aim, and proximity to nearest occupied structures: canopy g g g g wards,LED area lights+/-15'H mounted LEDDYcano lights+/ 15'6°^H mounted facing downwards,LED wall lights+/-15'H mounted facing downwards,^^^ y*Wµµ. µµ WWW ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? —ww.__........,_....,.www_-�Yes 0No ........ Describe: _ ....._._..... ,.a.......v w....._............ ti..w w wwww_ _.....w................_.m__ __._._....... _..M.M........._........,,............... .min o. Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes 0No If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) 0 Yes❑No or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i.Product(s)to be stored Regular&,High Grade Gasoline,Diesel_.�_....vw .. rv..__......w..�.. _.........................................__ ......ww_.._..__.M .........�._...._.__.._._._......M.M..........__.....,w �. ii.Volume(s) 30 K per unit time (e.g.,month,y ear) i fict crap ,d cr la x the �o i w st iv fa �8 tt v One(1) I K gallon double wall fiberglass (171v FG) under rd g° on' ..�. . . .__ ?.: � � � .l�e t � t1� .K_ a g . � a w. �_ .ta r:ec�n) . q.Will the proposed action(commercial, industrial and recreational projects only)use pesticides(i.e.,herbicides, ❑Yes 0No insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): ii. Will the..ro c a al action use Ctttc gated Pest lVlt..na�...ntent Practices? ww_.... ._..v_a..�..._ - - ] Yes []No r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal 0 Yes ❑No of solid waste(excluding hazardous materials)? If Yes: i.Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: _ TBD„ tons per month (unit of time) • Operation : 0.1 tons per month (unit of time) ii. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction:TBD by contractor 0 .._._Operation: Recycling of cardboard,plastics and glass F p n ainers from local carting company. M�µ�������M� .w.�..........� ........_..�....��.w___..._.._.-....w. M...._.�._ �__�.�__.�..., i nd lass in separate_..__...,..w.______w.M.M.M.....--.-W.______..... .. ..�.__ Op arate cont iii.Proposed disposal methods/facilities for waste-generated on-site.,_............. _ .... _.M.M.............— --------- • Construction:Off-site property designated/licensed disposal facility P Y P g company _.... _.._....... _ _ _w........................... .. Operation: �.��.„..collection/disposal by carting,,._... _nn__..�.................wwww....M....�.�.�.�.�.�.�.�.�.�.�.�_..__.w ._._�__... ....w._.._._. ._m�www._..� ._.............. w. Page 8 of 13 s.Does the proposed action include construction or modification of a solid waste management facility? EJ Yes R] No If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or other disposal activities): .......... ____............................... ii. Anticipated rate of disposal/processing: Tons/month, if transfer or other non-combustion/thermal treatment,or • Tons/hour,if combustion or thermal treatment iii. If landfill,anticipated site life: years L Will the proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous E1Yes2No waste? If Yes: i. Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: ........... ........................... ............ ...................._........... ..................................... -—------------------- ................---------------------- _mm———--------------------.............. ii. Generally describe processes or activities involving hazardous wastes or constituents: ----- ........... ..........."'.____....... ...................... .................. —-- ..................................................................................... iii. Specify FyaWo amount.......... be handled or generated tons/month iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: ................ ............. ......1111111111111--........................... .................. _0V_10--, v. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? es No If Yes:provide name and location of facility: ..................... .. .... ""~describe............................................................—-------------............................................................ —--------............................... If No: proposed management of any hazardous wastes which will not be sent to a hazardous waste.facility: E.Site and Setting of Proposed Action .. ....................................... —----- E.1.Land uses on and surrounding the project site .................. ....... a.Existing land uses. i. Check all uses that occur on,adjoining and near the project site. El Urban El Industrial B Commercial Residential(suburban) ❑ Rural(non-farm) 0 Forest 0 Agriculture El Aquatic ❑ Other(specify) ii. If mix of uses,generally describe: "I'll,.....................-.............. ........... ................. ................... ......................... ............... ............... --------- b.Land uses and covertypes on the project site, .......... Current Acreaie�er Cha nge_ Acreage Project Completion (Acres Covertype Land use or .............................. ........ 0 Roads,buildings,and other paved or impervious 0.27 0.75 +0.48 surfaces Forested 0.19 0.19 0 Meadows ............ ......................... ......................... .......... 0 ,grasslands or brushlands(non- agricultural,including abandoned agricultural) ......... ................. ............ Agricultural (includes active orchards,field,greenhouse etc.) ...... .............. ............. ............... • Surface water features (lakes,ponds,streams,rivers,etc.) ....................... ............. .......... .............. • Wetlands(freshwater or tidal) .................... ............ • Non-vegetated(bare rock,earth or fill) ................—-----......._.............................. ... .... ......... ........... • Other Describe: Landscaping .99 0.51 -0.48 ........... ....... .............. ............................... .............__------- ..................... .............. Page 9 of 13 c.Is.the project site presently used by members of the community.for public recreation? _.._ www_ _ __ _ WW Mµ❑Yes❑✓]No WWmM^^^^ i. If Yes: explain: .,....._.._.......,,,..�.,................................ _.............M;...w_...._._.v. ._.::....-:--_.. :m�,,w�,M .wH ......................www ww._............._.__m..w... ....... ......._._._........__ 1111 d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed E]YcsRJNo day care centers,or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: ........................ ...._....wwww_�__............._.. � � _ ._..wwwwwww._..........................-_... ...w.�.�..._.._.._..........._........w.wwww............................. ..__�............_.._.. .._..w.w..---w.._.,.-... __................. ..w.�]"r es No....ww....M.M. e.Does the p ro ect site contain an existing dam? If Yes: i. Dimensions of the dam and impoundment: • Dam height: �....w___.................m_w w._._._......... _....................N feet • Dam length: _ ____,._...... feet • Surface area: acres • Volume impounded: ............... _ _._—.Mw--w ,_m .. gallons OR acre-feet ii. Dam's existing hazard classification: _ W. Provide date and summarize results of last""in'...._.._...ti-o"n"'_w w _...................._....M..w_..__...............,w...,�.. ..................____...... ....... ...._._.m,......_........ ............ inspection: £Has the project site ever bee........,_ ..w.w. ___.._........_,.....w.._.................. ......�.�....�............wwww�........_._........_._........................-aW._....___ww.._.....�. .._w.—_.-.-..........._ ..-..�.. __ _...... n used as a municipal,commercial or industrial solid waste management facility, ❑YesBNo or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i. Has the facility been formally closed? ❑Yes❑ No • If yes,cite sources/documentation; w.._. .............................. .........................w...................-......................... M. ii. Describe the location of the project site relative to the boundaries of the solid waste management facility: iii. Describe any developmen- M~µ_v._.._._._._ ... �.w.. ........ , t constraints due to the prior solid�waste activities:...... .,......�._._......................�_...ww...ww.....___.w. g.Have hazardous ~~~~~ wastes been generated,treated and/or disposed of at the site,or does the project site adjoin mmmmmm-E1YesRJNo -m property which is now or was at one time used to commercially treat, store and/or dispose of hazardous waste? If Yes: i. Describe waste(s)handled and waste management activities,including approximate time when activities occurred: h. Potential contamination -�-...a Has been�a..r............................... reported spill at the proposed project or������ � �- �sEl No - ..... ion history. Ha p p proposed p j site,or have any Yes❑ No remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site Yes❑No Remediation database? Check all that apply: Yes-Spills Incidents database Provide DEC ID number(s): 2 9925065^Q325006;0550760 ❑ Yes-Environmental Site Remediation database Provide DEC ID number(s):............www_w.n-_.................................w...m,___vw.. ..wwwwwww.�._..�.�.�.�.�w_�.�.�.�.�_�.�.... ❑ Neither database ii. If site has been subject of RCRA corrective activities,describe control measures: _. iii. Is the project within 2000 feet of any site in the NYSDEC Environmental . �R.wR.._._._._._. ......_..�....__.�_ .M___�w_, www�.........._.��...�_..Site Remediation databbase?ase? ❑Yes Noo If yes,provide DEC ID nu ber(s)= _ ww._.m_,.._.vw. ___..._... ...... .... ................... .,. iv. If yes to(i), (ii)or(iii)above,describe current status of site(s): 9925065-Spill closedM6/28/99;0325006 Spill closed 4/2/03;0550760-Spill closed 10/19/10 ........................... ...... wv_...,�.._.................._., Page 10 of 13 .......... � w.��............ .�www.... _ ._u_ ..,.�... ._m�w���w . �._........,M.M.M.M.M.�w_......�_..w� . ..._..._., �.. V. Is the project site subject to an institutional control limiting property uses? _❑'Y'esONo • If yes,DEC site ID number; _......m.w_.�...................__-.�..._.._.._w._....._._.._,...w.._._._......���__,. .___.�.._.._w........W.,..w_......................w -.._wwww_.._............_ _. • Describe the type of institutional control(e.g.,deed restriction or easement): • Describe any use limitations: w w • Will the meet affect the institutional or engineering . controls�...place?.............. .............. �������� �-�� « Describe any engineering controls: _ project g g p e ❑Yes❑No • Explain:.._................... E.2. Natural ResourcesOn or Near Project Site a.What is the average depth to bedrock on thew.vro project site?www............_...w_.......................__.._w.w.ww���_......._mmmw�_w�w_�...ww..........,M.M.�w�ww..u...........,. _.................._mw�_w., ......._.._�.�.w_.....� ... g p p J .............._w..M._.N/A feet b....Are th e re bedrock outcroppings on the....__._................., _......._._._..�. _. .. _.............,_..._.w_............._...w.. .._._.www�Yt s®No .......ww.. project site? If Yes,what proportion of the site is comprised of bedrock outcroppings? ....Predominant so�lMµMµ e s resent ,,,.w�Mww.w_........�. µ.w w.__. ..._.__------- ....._._...w� ......_w_........................w _w ......ww_..___.....,,_...., type(s)p on project site: kdA 76 % _......,,,,_...._w 1_.........._ ............. _v. ._......... CuB 14 % Cp.E,,,,._.._.ww........ .....ww_............_,,,.. d...Wh.at rs the .....mm. ..de depth to the water table on the project site?WW.Average:....................+/-20 feet .____�.-nMw_.. .wwwww_........._M........ ..�____.._ averagep p J ..�................_ g.._____...,ww--p__�_.�.�_,�.�....vw_....._ _.�..ww�...�...___,,..,......................................�._......�.�....._.._..._._m__w-.... ...__...._................._..�w�_.�..........,ww...w ..............ww�..._.m_..vw.............._.�����..._�.�.�.�.�.�.�_��..w�.._._...........,�..._. e. Draina e status of roject site soils:® Well Drained: w 80_%of site ® Moderately Well Drained: ?o%of site ❑ Poorly Drained %of site �-f.Approximate proportion of proposed action site with slopes: ,,.-0-11R.': �............. _...,..w.................................. ........1..0.0��.,%of site �_.�w...................M....wv.__ww-.. ..........www._� rl 15%or greater: %of site gr ,a,,........-e any unique geologic on the�pra:...... ��:_w._. .,_........................... ....�, .. ___............w._w.�_�_�.. .�.w �� ._..._ e�.w........_.m�_ww�..,� A her project site? s No If Yes,describe: hi. Does ce water r ion of the ro ect site contain wetlands � _�_._._._.__.. w �� t P J or of features. her waterbodies (including streams,rivers, ❑Yes®No ponds or lakes)? H. Do any wetlands or other waterbodies adjoin the project site? ❑Yes®No If Yes to either i or ii,continue. If No,skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ❑Yes❑/No state or local agency? iv. For each identified regulated wetland and waterbody on the project site,provide the following information: s Streams: Name.............. _..w_.................. .........._............. Classification __......ww _.._M.__w.w.w_._.,.,,.w.............M.. • Lakes or Ponds: Name Classification • Wetlands: Name�w�._.�... _�_._....�....... _ �..... .... ...................... .�........,,,,,_.�,.�,, .. ....... Approximate Size......�.�._ ..,,w�w......�......_._..�........mm..�. * Wetland No. (if regulated by DEC). _.,......__.........................�....,_ _w �. .. ,,... v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired ❑Yes❑No waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: ........... _..............._�.. ..__�w... ......_...........,M.,.,,�w._._................. ,w._..................... . . . . .'::...... ...................... _ .................,, ._ ____�_.�w�....... � .. � .. ..................... r.Is the project site in a designated Floodway? ❑Yes ..._o_.�_�_, site in the...100- ear Flood,.,.lain7 ...ww.__...-_-..w.ww. .............. �� �� ................. ...w.............._.._..._v_......_ ..._........ Yes✓❑No ................. j.Is the project y p _..w.. pJ ..................... _.�.�.�............_. . .W.................. _'�w_v.. w_..._......................w_._.,.,....................................... ..._�.�.�_.._❑Yes J._�_�_ . �_... k.Is the ro ect site in the 500- ear Floodplain. 1.Is the project site located over,or immediately adjoining,aMprimary,principal or sole source aquifer? OY"es No If Yes: i.Name of aquifer: Sole Source Aquifer Names:Nassau.. Suffolk ffol ._._. . .Mw.._. ._......ww_...............m.�,,,,,,,,,,,., ........., ....................... Page 11 Of 13 e.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district F-1 Yes®No which is listed on the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? If Yes: i. Nature of historic/archaeological resource: El Archaeological Site E]Historic Building or District ii. Name: iii. Brief description of attributes on which listing is based: .............. ....................... ................ ... ..............._.__........................ —His"t'li e'pr'qject site,or any portion of it,located in or adjacent to an area designated as sensitive for nYesONo archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? .............. ............... g.Have additional archaeological or historic site(s)or resources been identified on the project site? nYes[Z]No If Yes: i.Describe possible resource(s): ........................ .................... ............................. ii. Basis for identification: ................. ............. ww ...... .......... —----- h.Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local [Z]Yes E]No scenic or aesthetic resource? If Yes: i. Identify resource: Peconic Bay Beaches, Hallock State Park.......... ................................ ii. Nature of,or basis for,desi gnation(e.g.,established highway overlook, state or local park,state historic trail or scenic byway, etc.): ........ ......... iii. Distance between project and resource: 1 t'o 3 .........................miles. —-----................. .......... i. Is the project site located within a designated river corridor under the Wild, Scenic and Recreational Rivers nYes[Z]No Program 6 NYCRR 666? If Yes: i. Identify the name of the river and its designation:................. ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? nYes[Z]No .................................. F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best(A lily knowledge. Prepared with assistance of Applicant/Sponsor Name High Point Engineering Date 2/4/2025 .......... Title Agent Signature------, PRINT FORM Page 13 of 13 Full Environmental Assessment Form Part 1-Project and Setting Instructions for Completing Part 1 Part 1 is to be completed by the applicant or project sponsor. 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;indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C, D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the applicant or project sponsor to verify that the information contained in Part I is accurate and complete. A.Project and Applicant/Sponsor Information. Name of Action or Project: Proposed Gasoline Service Station and Convenience Store Project Location(describe,and attach a general location map): 7400 Main Road,Mattituck,NY,11952 Brief Description of Proposed Action(include purpose or need): Extension of existing gas service station to include new pumps and convenience store. ..... ........... �-,_.......... Name of Applicant/Sponsor: Telephone: AMAC Inc. E-Mail: sukruilgin@hotmail.com ._............... .. Address: P.O.Box 547 City/PO:Laurel State:NY Zip Code:11947 Project Contact(if not same as sponsor;give name and title/role): Telephone:(631)369-8200 Charles R.Cuddy E-Mail':charlescuddy@optonline.net Address: 445 Griffing Avenue City/PO: State: Zip Code: Riverhead NY 11901 Property Owner (if not same as sponsor): Telephone; AMAC Inc,&535 Old Main Realty LLC E-Mail: Address P.O.Box 547 WW �Wu City/PO: Laurel State: NY _ Zip Code:11948 Page 1 of 13 B.Government Approvals B.Government Approvals,Funding,or Sponsorship. ("Funding"includes grants,loans,tax relief,and any other forms of financial assistance.) Government Entity If Yes: Identify Agency and Approval(s) Application Date Required (Actual or projected) a.City Counsel,Town Board, ❑Yes®No or Village Board of Trustees b.City,Town or Village ®Yes❑No Planning Board site plan approval 9121 Planning Board or Commission c.City,Town or ®Yes❑No Zoning Board variance approvals Village Zoning Board of Appeals d.Other local agencies ❑Yes❑No e.County agencies ®Yes❑No SC Planning Commission,SCWA,SCDHS WWM f.Regional agencies ❑Yes®No g.State agencies ®Yes❑No NYSDOT h.Federal agencies ❑Yes®No i. Coastal R.. _.._-. ......... . ...._ _.._. esources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ®Yes❑No ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ®Yes❑No id. Is the project site within a Coastal Erosion Hazard Area? ❑Yes[Z]No C.Planning and Zoning C.I.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the ❑Yes®No only approval(s)which must be granted to enable the proposed action to proceed? 0 If Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part I C.2.Adopted land use plans. a.Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site ®Yes❑No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action OYes❑No would be located? b.Is the site of the proposed action within any local or regional special planning district(for example:Greenway; ®Yes❑No Brownfield Opportunity Area(BOA); designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): NYS Heritage Areas:Ll North Shore Heritage Area c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑Yes®No or an adopted municipal farmland protection plan? If Yes,identify the plan(s): Page 2 of 13 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance„ ®Yes❑No If Yes,what is the zoning classifications)including any applicable overlay district? Business B b. Is the use permitted or allowed by a special or conditional use permit? ®Yes❑No c. is a zoning change requested as part of the proposed action? ❑Yes®No If Yes, i. What is the proposed new zoning for the site? CA.Existing community services. a.In what school district is the project site located? Ma9titiark-Cutchugu .. b.What police or other public protection forces serve the project site? c.Which fire protection and emergency medical services serve the project site? Mattituck Fire District d.What parks serve the project site? . 0-4,Y n . ..... . .., ,,..... D.Project Details D.I.Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential, industrial,commercial,recreational;if mixed, include all components)? Commercial b.a.Total acreage of the site of the proposed action? 1,45 acres b.Total acreage to be physically disturbed? .. „ 1.45 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1.45 acres c.Is the proposed action an expansion of an existing project or use? ®Yes[]No i. If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % Bl%(property)/2.2*,,' (building) Units: 51,324 SF(property)/1,400 SF(building) d.Is the proposed action a subdivision,or does it include a subdivision? ❑Yes®No If Yes, i. Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) ii. a cl ...uster onservatton layout. ... _. . . .... .m.._...Is /c proposed? ❑Yes❑No iii.Number of lots proposed? iv. Minimum and maximum proposed lot sizes? Minimum Maximum e.Will the proposed action be constructed in multiple phases? ❑Yes®No i. If No, anticipated period of construction: 4 months ii. If Yes: • Total number of phases anticipated m • Anticipated commencement date of phase 1 (including demolition) month year • Anticipated completion date of final phase month year • Generally describe connections or relationships among phases, including any contingencies where progress of one phase may determine timing or duration of future phases Page 3 of 13 f. Does the project include new residential uses? ❑Yes®No If Yes,show numbers of units proposed. One Famil Two Family Three Family Llulfiple Family four or more Initial Phase At completion of all phases g.Does the proposed action include new non-residential construction(including expansions)? ®Yes❑No If Yes, i.Total number of structures 2 ii. Dimensions(in feet)of largest proposed structure: 32 height; 5o width; and 60 length W. Approximate extent of building space to be heated or cooled: mm r 5 000 square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑Yes®No liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, i. Purpose of the impoundment: ii. If a water impoundment,the principal source of the water: ❑Ground water❑Surface water streams❑Other specify: iff. If other than water, identify the type of impounded/contained liquids and their so urce. v. Dimensions of the proposed dam or impounding structure: height; gallons;iv. Approximate size of the proposed impoundment. Volume: million allons; surface area: acres vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): D.2. Project Operations a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? Yes No (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging? ------. How much material(including rock,earth,sediments,etc.) proposed to be removed from th e site? �ii. c) 'is • Volume(specify tons or cubic yards): �_....s • Over what duration of time? _ iii. Describe nature and characteristics of materials _.. edge,and Ian ials to be excavated or dredged, plans to use,manage or dispose of them,. iv. Will there be onsite dewatering or processing of excavated materials? ❑Ye If yes,describe. � ----- v. What is the total area to be dredged or excavated? � .acres vi. What is the maximum area to be worked at any one time? w�mmmmm acres vii. What would be the maximum depth of excavation or dredging? ........„� feet viii. Will the excavation require blasting? ❑Yes❑No ix. Summarize site reclamation goals and plan: b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment Yes No into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: i. Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description): Page 4 of 13 ii. Describe how the proposed action would affect that waterbody or wetland,e.g.excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: iii.Will the proposed action cause or result in disturbance to bottom sediments? Oyes[DNo If Yes,describe: iv. Will the proposed-a—ction c-au'se or—result in the destruction or removal of aquatic vegetation? El V_eS_E_1 Ko'— If Yes: • acres of aquatic vegetation proposed to be removed: mm ........................ • expected acreage of aquatic vegetation remaining after project completion: —-------- • purpose of proposed removal (e.g.beach clearing,invasive species control,boat access)� • proposed method of plant removal: • if chemical/herbicide treatment will be used,specify product(s): ................. v. Describe any proposed reclamation/mitigation following disturbance: ............. ........... c.Will the proposed action use,or create a new demand for water? ®Yes E]No If Yes: i. Total anticipated water usage/demand per day: __........... ...... gallons/dayH. Will the proposed action obtain water from an existing public water supply? OyesE]No If Yes: • Name of district or service area: Suffolk Count WaterAuthority Auth ity _ • Does the existing public water supply have capacity to serve the proposal? 0 Yes[:]No • Is the project site in the existing district? 0 YesE]No • Is expansion of the district needed? El YesO No • Do existing lines serve the project site? 0 YesEl No iii. Will line extension within an existing district be necessary to Supply the project? OYes®No If Yes: 0 Describe extensions or capacity expansions proposed to serve this project: a Sou rce(s)of supply for the district: iv. Is a new water supply district or service area proposed to be formed to serve the project site? 11 Yes[Z]No If,Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: mm„ ............ • Proposed source(s)of supply for new district: v. If a public water supply will not be used,describe plans to provide water supply for the project: vi. If water supply will be from wells(public or private),what is the maximum pumping capacity:_gallons/minute. d.Will the proposed action generate liquid wastes? OYesONo If Yes: i, Total anticipated liquid waste generation per day: y 210 gallons/day ii. Nature of liquid wastes to be generated(e.g.,sanitary wastewater,industrial; if combination,describe all components and approximate volumes or proportions of each): Sanitary Wastewater ......... iii. Will the proposed action use any existing public wastewater treatment facilities? --——--------❑E_1'Yes"ONo_ If Yes: a Name of wastewater treatment plant to be used .......... 0 Name of district: '_"...... ...................... ...... ............- 0 Does the existing wastewater treatment plant have capacity to serve the project? E3YesE]No 0 Is the project site in the existing district? E]Yes[3No 0 Is expansion of the district needed? E1YesDNo Page 5 of 13 • Do existing sewer lines serve the project site? ❑Yes®No • Will a line extension within an existing district be necessary to serve the project? ❑Yes❑No If Yes: • Describe extensions or capacity expansions proposed to serve this project: iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? ❑Yes®No If Yes: • Applicant/sponsor for new district: ..... -...... .....�. • Date application submitted or anticipated; • What is the receiving water for the wastewater discharge? v. If public facilities will not be used,describe plans to provide wastewater treatment for the project, including specifying proposed receiving water(name and classification if surface discharge or describe subsurface disposal plans): U&0ff— .n........ ...... _,..,_ ...... vi. Describe an plans or designs to capture,rec...- � se liquid ��-�- ' y p g p recycle or reuse waste: e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ®Yes❑No sources(i.e.ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e.sheet flow)during construction or post construction? If Yes: i. How much impervious surface will the project create in relation to total size of project parcel? Square feet or 0.75 acres(impervious surface) Square feet or 1.45 acres(parcel size) emnt !artier canopy&building roofs. types p al Pavemw R. Describe t es o new point sources. Addition iii. Where will the stormwater runoff be directed(i.e.on-site stormwater management facility/structures, adjacent properties, groundwater,on-site surface water or off-site surface waters)? On-site storm water infiltration structures • If to surface waters,identify receiving water bodies or wet ..........� ,�� lands: _--.... • Will stormwater runoff flow to adjacent properties? ❑Yes❑No iv. Does the proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? ❑Yes❑No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ❑Yes®No combustion,waste incineration,or other processes or operations? If Yes,identify: i.Mobile sources duringproject operations e. heavy equipment,fleet or deliver vehicle P J P ( g� �'3' Y s) ii Stationary sources during construction(e.g.,power generation,structural _. heating,batch plant,crushers) �...n�. .......... .............. iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) g.Will any air emission sources named in D.2.f(above),require aNY State Air Registration,Air Facility Permit, ❑Yes®No or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet ❑Yes❑No ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: • Tons/year(short tons)of Carbon Dioxide(CO,) • _ Tons/year(short tons)of Nitrous Oxide(N,O) • Tons/year(short tons)of Perfluorocarbons(PFCs) • Tons/year(short tons)of Sulfur Hexafluoride(SF6) • ry .,m. _�T�xp,t,yeao (short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) • Tons/year(short tons)of Hazardous Air Pollutants(HAPs) Page 6 of 13 h.Will the proposed action generate or emit methane(including,but not limited to,sewage treatment plants, ❑Yes®No landfills,composting facilities)? If Yes: i. Estimate methane generation in tons/year(metric): ii.Describe any methane capture,control or elimination measures included in project desig n(e.g.,combustion to generate heat or electricity,flaring): i.Will the proposed action result in the release of air pollutants from open-air operations or processes,such as ❑Yes®No quarry or landfill operations? If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑Yes®No new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply): ❑Morning ❑Evening ❑Weekend ❑Randomly between hours of_ to ii. For commercial activities only,projected number of truck trips/day and type(e.g.,semi trailers and dump trucks):. ... P g....�.-. Proposed Net i. .�. ....... iii. Parking aces: ...-- s Existing ncrease/decrease iv. Does the proposed action include any shared use parking? ❑Yes o v If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: vi. Are public/private transportation service(s)or facilities available within %z mile of the proposed site? ❑Yes❑No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric ❑Yes❑No or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ❑Yes❑No pedestrian or bicycle routes? k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand ®Yes❑No for energy? If Yes: i. Estimate annual +-250 kW electricity demand during operation of the proposed action: /mm„ y_ u. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion, i on-site renewable, via grid/local utility,or other): PSEG-tV .,_ew.. _... .w.. ..,.__ iii. Will the proposed action require a new,or an upgrade,to an existing substation? ❑Yeso'No 1.Hours of operation. Answer all items which apply. i. During Construction: ii. During Operations: • Monday -Friday: 7 pun_,.to 6 p!n _ • Monday-Friday: 6 am Co 10 pm • Saturday 7 am to 6 pm • Saturday.. 6 am to 10 pm Y:w .. 0 6 .ql........._.—� • Sunda 5 am to 90 pm • Sunda 7 urn R_ .�P Y� y m • _. ............... . to 10 pm • Holidays: 7 am to 6 p y Holida s: 6 am t„ Page 7 of 13 m.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, ®Yes❑No operation,or both? If yes: i. Provide details including sources,time of day and duration: Will vary b ec�yipment utilized at,given point in coordination,but no t` a§fin g or pile drivirlg is ii. Will the proposed action remove existing natural barriers that could act as a noise barrier or screen? ❑Yes®No Describe: n.Will the proposed action have outdoor lighting? ®Yes❑No If yes: i. Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures°: LED d u4py)duels, rfi i,x 6 Hmountedfacia downwards,LED waYl elg11L�� Vi m'„5 H mounted facing dow r�1s t FD are^ 16 � 5_ mounte. facing downwards. ii Will proposed action remove existing natural b h could or screen? � �barriers that could act as a light barrier or screen? ❑YesONo Describe: o. Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes ONo If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) ®Yes❑No or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: High Grade Gasoline,Diesel r r. Product(s)to a store Regular,&H m ii. Volumes 30K erunittime total e. � �( ) p ( g.,month,year) One(1) 5K G)underground storage tank(UST)for iii. Generally,describe the proposed storage facilities: gallon double wall fiberglass(DWF regul grarleg so[tne mmr?q pgq. )Rgrxrpartmentalized 1 rK galon DVVFG IT T Wih-hl d"���d��sclfrie ne d dips M c_+a ItaamIm nt, All�s�i�qund to mgln), q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, El Yes ®No insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): ii. Will the proposed action use lnte rated Pest M � � � �Management Practices? ❑ 4 es ❑No r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal ® Yes ❑No of solid waste(excluding hazardous materials)? If Yes: i. Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: TBD tons per_ month (unit of time) • Operation _ 0.1 tons per. mm month (unit of time) ii. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction:TBD by„contractor Operation: Recycling of cardboar„ _P, gqs,and glass in separate containers from local carting company. iii. Proposed disposal methods/facilities for solid waste generated on-site: • Construction: Off-site at property designated/licensed disposal facihly • Operation Collection/dis osal by iya qle carting company ^^ P . . Page 8 of 13 s.Does the proposed action include construction or modification of a solid waste management facility? ❑Yes® No If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or other disposal activities)„ ii. Anticipated rate of disposal/processing: • Tons/month,if transfer or other non-combustion/thermal treatment,or • Tons/hour,if combustion or thermal treatment iii. If landfill,anticipated site life: years t.Will the proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous❑Yes®No waste? If Yes: i.Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: ii. Generally describe processes or activities involving hazardous wastes or constituents: iii.Specify amount to b... be handled or generated tons/month._..._.� - --,,�......_� . ..... .� P Y g ..�._...—. iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: v. Will any hazardous wastes be disposed at an existing offsite hazardousw� ���������� � - �p n x' g waste facility? Yes No If Yes:provide name and location of facility- —— If No:describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: E.Site and Setting of Proposed Action E.1.Land uses on and surrounding the project site a. Existing land uses. i. Check all uses that occur on,adjoining and near the project site. ❑ Urban ❑ Industrial ® Commercial ® Residential(suburban) ❑ Rural(non-farm) ® Forest ® Agriculture ❑ Aquatic ❑ Other(specify): ii. If mix of uses,generally describe: b.Land uses and covertypes on the project site. ......._....... Land use or Current Acreage After Change Covertype mm Acreage Project Completion (Acres+/ ) • Roads,buildings,and other paved or impervious surfaces 0.27 0.75 +0.48 • Forested 0.19 0.19 0 • Meadows,grasslands or brushlands(non- agricultural, including abandoned agricultural) • Agricultural (includes active orchards,field,greenhouse etc.) • Surface water features (lakes,ponds,streams,rivers,etc.) • Wetlands(freshwater or tidal) • Non-vegetated(bare rock,earth or fill) • Other Describe:Laa dsopir iRmm 0.99 0,51 0,48 Page 9 of 13 c.Is the project site presently used by members of the community for public recreation? Yes,v No i. If Yes:explain: .. W__.. —.... .. — m ..._....... d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed ❑Yes®No day care centers,or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: e.Does the project site contain an existing dam? ❑Yes®No If Yes: i. Dimensions of the dam and impoundment: • Dam height: _.................W.. ....... w feet • Dam length: mmm„ feet • Surface area: acres • Volume impounded: ._ ..m.m. m gallons OR acre-feet ii. Dam's existing hazard classification: N. Provide date and summarize results of last ins pection: f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, ONO" P J p g facility, ❑Yes®No or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i. Has the facility been formally closed? ❑Yes❑No • If yes,cite sources/documentation: ii. Describe the location of the project site relative to the boundaries of the solid waste management facilityr ui. Describe any development constraints due to the prior solid waste activities: g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑Ves No property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: I Describe waste(s)handled and waste management activities,including approximate time when activities occurred: h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any Yes[:] No remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site Yes❑No Remediation database? Check all that apply: ® Yes—Spills Incidents database Provide DEC ID number(s): 9925065,0325006.0550760 El Yes—Environmental Site Remediation database Provide DEC ID number(s):. ❑ Neither database ��� ii. If site has been subject of RCRA corrective activities,describe control measures: iii. Is the an within 2000 feet of project site in the NYSDEC Environmental Site Remediation database P J Y � ? ❑Yes No If yes,provide DEC ID number(s) iv. If yes to(i),(ii)or(iii)above,describe current status of site(s): 9,9?5II�,5 ,61JI...�Jtas�rtl 6f2519 ;03?50Q,6„spell pto 4/2(03 0550Zfi0-: pill Qqged 10i191 1a Page 10 of 13 v Is the project site subject to an institutional control limiting property uses? ❑Yes®No • If yes,DEC site ID number: • Describe the type of institutional control(e.g.,deed restriction or easement): • Describe any use limitations: • Describe any engineering controls: • Will the project affect the institutional or engineering controls in place? ❑Yes❑No • Explain; E.2. Natural Resources On or Near Project Site a.What is the average depth to bedrock on the project site? _ N/A feet b.Are there bedrock outcroppings on the project site? ❑Yes®No If Yes,what proportion of the site is comprised of bedrock outcroppings? c.Predominant soil type(s)present on project site: RdA 76 % CuB 14 % CpE 10 % _m........... ._..... d.What is the average depth to the water table on the project site? Average: +/-20 feet e. Drainage status of project site soils:® Well Drained: 80%of site ® Moderately Well Drained: 20m%of site ❑ Poorly Drained %of site f.Approximate proportion of proposed action site with slopes: ® 0-10%: 100 %of site C] 10-15%: %of site 15%or greater: %of site g.Are there any unique geologic features on the project site? ❑Yes®No If Yes,describe: h.Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ❑Yes®No ponds or lakes)? ii. Do any wetlands or other waterbodies adjoin the project site? ❑Yes®No If Yes to either i or ii,continue. If No,skip to E.2.i. iii, Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, [--]Yes[]No state or local agency? iv, For each identified regulated wetland and waterbody on the project site,provide the following information: • Streams: Namem _ Classification Lakes or Ponds° Name Classification • Wetlands: Name .. - Approximate Size • Wetland No.(if regulated by DEC) . v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired ❑Yes []No waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: ._. i.is the project site in a designated Floodway? ❑Yes®No j,is the project site in the 100-year Floodplain? ❑Yes®No .......... www k.Is the project site in the 500-year Floodplain? ❑Yes®No ...... ......... 1. Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? ®Yes❑No If Yes: i, Name of aquifer:Sole Source Aqu'er Names:Nassau-Suffolk......... SSA rf . _.... ... ............ .... ..-_.� .....-......� Page 11 of 13 m. Identify the predominant wildlife species that occupy or use the project site.: n.Does the project site contain a designated significant natural community? LlYesONo If Yes: i. Describe the habitat/community(composition,function,and basis for designation): ---...__ .... ii. Source(s)of description or evaluation: iii. Extent of community/habitat: • Currently: acres • Following completion of project as proposed: acres • Gain or loss(indicate+or-); acres o.Does project site contain any species of plant or animal that is listed by the federal gover 11 nment or NYS as ❑Yes❑No endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? If Yes: i. Species and listing(endangered or threatened): _ _- p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of YesEJNo special concern. If Yes: i. Species and fisting; ITITIT Southern Sprite q. Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ❑Yes®No If yes,give a brief description of how the proposed action may affect that use:; E.3. Designated Public Resources On or _ min g Near Project Site a.Is the project site,or any portion of it,located in a designated agricultural district certified pursuant to [:])'es[Z]No Agriculture and Markets Law,Article 25-AA,Section 303 and 304? If Yes, provide county plus district name/number: b.Are agricultural lands consisting of highly productive soils present? ❑YesoNo I If Yes:acreage(s)on project site? ii. Source(s)of soil rating(s): __ . .. ........ m c. Does the project site contain all or part of,or is it substantially contiguous to,a registered National ❑Yes®No Natural Landmark? If Yes: i. Nature of the natural landmark: ❑Biological Community ❑ Geological Feature H. Provide brief description of landmark,including values behind designation and approximate size/extent: d.Is the project site located in or does it adjoin a state listed Critical Environmental Area? mYes❑No If Yes: i. CEA name: SGPA LiBasis for desi nation: —.,.. .....ig tect groundwaterDesi natin a enc and d ro g g g y ate: AOency:Long Island Re onal Planning Date:3 19 93 Page 12 of 13 e.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district ❑Yes®No which is listed on the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? If Yes: i. Nature of historic/archaeological resource: ❑Archaeological Site ❑Historic Building or District ii. Name: iii. Brief description of attributes on which listing is based: f.Is the project site,or any portion of it, located in or adjacent town area designated as sensitive for ❑Yes®No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? _._. .._... _ ....... g.Have additional archaeological or historic site(s)or resources been identified on the project site? ❑Yes®No If Yes: i.Describe possible resource(s): ii. Basis for identification: h.Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local ®Yes❑No scenic or aesthetic resource? If Yes: i. Identify resource: Peconic Bay Beaches,Hallock State Park ii. Nature of,or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail o � r scenic byway, iii. Distance between project and resource: .._.... �.....I to 3 miles.i. Is the project site located within a designated river corridor under the Wild,Scenic and Recreational Rivers El Yes No Program 6 NYCRR 666? If Yes: i. Identify the name of the river and its designation. ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? Yes No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. Prepared with assitance of Applicant/Sponsor NameEngineering,___ Date 6�� P .g,;h �e ont �� Signature � � � ent �.... _ Title g..__ PRINT FORM Page 13 of 13 OFFICE LOCATION: nv��„� MAILING ADDRESS Town Hall Annex 1 ° "°':, P.O. Box 1 179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd.&Youngs Ave.) 2; , o` Telephone: 631-765-1938 Southold,NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: December 21, 2023 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Special Exception Application not yet accepted by the Planning Board. Applicant/Project............._....... _._yp_..._. ....w .. ..... . ..,,. w.w . _.. check gat...__ __.ww...... Name & T e Tax Ma # Amount e/No. _,_... ..........w..._�. ............. .. 1195.00 .... ... . Mattituck Gas Station & Convenience 1000-122.-7-1 12/15/2023 Store & 3.2 #4902 _C .. ............... . ..._ ... .........w...w _w............_ _..._.._m.m._- ...... .... _ __ ..... Att. so OFFICE LOCATION: OIX m LING ADDRESS'. Town Hall Annex 4P `( P.O. Box 1179 54375 State Route 25 �, Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971COUNTi LOCAL WATERFRONT REVITALIZATION TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: November 10, 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. Mattituck Gas Station & Convenience 122.-7-1 & 0/5/202mm 1 1 Store 2.-7-3.2 $550.00 #4576 ALP Att. _._ - — NORTH FORK PETROLEUM INC P O BOX 547 4576 LAUREL,NY 11948 50-666i214 DATE /® r PAY 40 ell, TO THE C ORDER OFit OLA 5OLLARS t BRIDGEHAMPTON NATIO L BANK q MAIN ROAD. MATTITUCK NY 11952 F OR u'004S ?GO i:0 2 i4066671: 06000 3 20 3 to 771-7.2! T' u „� Ux ��P,,,., �� a � zOv.,?,'.. ,fl, EN,,.o, �?t;F _ -a�a��,,..:�:�'r ,;�,.. .+�...w�;a�� ..., ..n. r. �,,,,,,..,, „� GENERAL NOTES n 1. ZONE: GENERAL BUSINESS (B) DISTRICT HIGH pr �•� 2. PER SEC. 280-48(8)-12 - GASOLINE SERVICE STATION REQUIRES SPECIAL EXCEPTION BY BOARD OF APPEALS PER 240-48C, CONVENIENCE STORE > 1,200 SF CONSIDERED 2nd PRINCIPAL USE. POINT � 3. BULK REQUIREMENTS: CODE SECTION: PERMITTED: PROVIDED: MIN. LOT SIZE: § 240-48-c-5 60.000 SF 63,357 SF ENGINEERING MIN. FRONT YARD: § 280-50a 100' MAIN RD, 117' (BLDG.) (CANOPY)** OLD MAIN RD. 521 CONKLIN STREET OLD 10' (BLDG.)** / FARMINGDALE,NY 11735 51.5' (CANOPY)** (516)777-4320 FAX: (516)777-4321 MAX. STRUCTURE FRONTAGE (LENGTH): § 280-50c 60' 60' (BLDG.) 180' (CANOPY)** / ALL PHASES OF ENGINEERING DESIGN, Pj MIN. STRUCTURE SETBACK FROM R.O.W. § 280-50c 75' MAIN RD, SURVEYING,CODE CONSULTING, 117' (BLDG. ZONING ANALYSIS&BID SPECIFICATION 46.5' (CANOPY)** �L OLD MAIN RD, 10' (BLDG.)** c www.HPEng.com 51.5' (CANOPY)** ►.7 MIN. LOT WIDTH: § 280-AH.Y CHART 150' 462.42' MIN. LOT DEPTH: § 280-AH.Y CHART 150' 55.9'* CHRISM ARTAGLIA MIN. SIDE YARD: § 280-AH.Y CHART 25' 32.6' (BLDG.) f OF NE fN y 46' (CANOPY) p J O'P MIN. BOTH SIDE YARDS: § 280-AH.Y CHART 50' 32.6' (BLDG.)** �OGJ� LAND CAPE /� Tom_ 153.58' (CANOPY) Q GJ�O AREA 0 r � .. ,,yam ��is7 D Cr MIN. REAR YARD: § 280-AH.Y CHART 35' N/A (CORNER LOT) MIN. LANDSCAPE AREA PERCENTAGE: § 280-AH.Y CHART 35% 27,007 SF (42.6%) f 07820�7 MAX. LOT COVERAGE: § 280-AH.Y CHART 30% ,320 SF (11.5%) MAX. BLDG. HT./ STORIES: § 280-AH.Y CHART 35'/2 32'/2 _ ' QfiESS\G� MIN./ MAX. DRIVEWAY WIDTH: § 240-48(B)12(a) 12'/30' 30'/30' r PROFESSI ENGINEER NEW YORK LICENSE No. 078209 MIN. DIST. FROM ADJACENT TL' § 240-48(8)12(a) 10' 58.2' �` ~ ✓ av PROP. 10x20'x6 O MIN. TANK DIST. FROM § 240-48(8)12(e) 35' 347.5' MASONRY'TRASH'H SONRY'TRASH,H �� LAWRENCE D. O'BRIEN ADJACENT IL' MIN. DISP. DIST. FROM R.O.W. R § 240-48(8)12(f) 15' 53' ENCLOSURE ON CONC. MAT /f LINE OF EXIST. MIN. DIST. FROM CHURCH, § 240-48(B)12(g) 300' 1.5 MILES (MATTITUCK-CUTCHOGUE DENSE VEGETA77ON SCHOOL, ETC. JR./SR. HIGH SCHOOL) TO REMAIN PARKING & LOADING `�,P�G PROP. 9'x19' MIN. # OF STALLS-CONVENIENCE STORE § 280-78(a) 1/100 GFA LANDBANKED PARKING STALL 3,000/100 = `�0 (TYP. OF 10) 30 STALLS MIN. # OF STALLS-OFFICE § 280-78(a) 1/100 GFA 2,000/100 = Ole 2C6 PROFESSIONAL ENGINEER 20 STALLS EXIST. U77LITY NEW YORK LICENSE No. 082537 MIN. # OF STALLS-GAS STATION § 280-78(a) 1/EMPLOYEE _ gl POLE TO a `L REMAIN UNLESS APPROVED BY ALL AGENCIES HAVING 3 STALLS 6� GJ \ �'`� JURISDICTION, THESE PLANS ARE NOT TO BE UTILIZED \ 'S 53 STALLS 29 STALLS (INCL. 2 ADA + �� FOR CONSTRUCTION. OWNER/ CONTRACTOR ARE 10 LANDBANKED STALLS** RESPONSIBLE FOR CONFIRMING ALL REQUIRED AGENCY EXIST APPROVALS HAVE BEEN SECURED PRIOR TO MIN. STALL SIZE: § 280-78(c): 9'x19' 9'x19' ` y0�� REMAINO PROP•DE445"ED �� COMMENCEMENT OF WORK, WHETHER DESCRIBED ON NONMIN. LOADING STALLS: § 280-79(A)3: 1 FOR 5,000-25,000 SF 1 �aL THESE PLANS OR OTHERWISE. :.NONE REQUIRED �� �� LOADING STALL REVISIONS MIN. LOADING STALL SIZE: § 280-79(B): 14' x 45' 14' x 45' PROP. CONC. PAP PROP. PROP. 24180' ` REV NO. DATE REVISION CURB (TYP.) LANDSCAPE CANOPY ABOVE f AREA CONC. FUELING \/ 1 4116121 MISC. REVS * INDICATED EXISTING NON-CONFORMING CONDITION TO REMAIN loop, MAT. r ** VARIANCE REQUIRED o� 35.5' i 25' 2 5114121 M/SC. REVS 4. ANY BROKEN OR HAZARDOUS SIDEWALK, DRIVEWAY APRONS OR CURB ADJACENT TO THE F� ems, (CLEAR) f 3 7/7/21 PER TOWN COMMENTS SUBJECT SITE SHALL BE REPLACED IN ACCORDANCE WITH CURRENT COUNTY/ TOWN STANDARDS. F�\G �aL Rl 46' 5. CURB-CUTS AND/ OR ACCESS TO TOWN, COUNTY, STATE, ETC. HIGHWAYS SHALL BE CERTIFIED ���51 0 �Gv� ?, (CANOPY) 4 7/27/21 PER CLIENT BY THE MUNICIPALITY HAVING JURISDICTION. 6. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS 5 9/15/21 M/SC. REVS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL TOWN, COUNTY, STATE AND FEDERAL ��PF \`V��„ 6 10/13/21 MISC. REVS LAWS AND APPLICABLE CODES. PROP. 3'x5' 1 7. THE OWNER/ CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANY/ ALL CERTIFICATIONS, sn �,y, CONC. ISLAND PROP. 8'x19' CONSTRUCTION EFORRS GNI-OFFRED BANDL CERTIFICATE GOVERNING OF OCCUPANCY ISSUANCE, NCJURISDICTIONAL AGENCIES LIUDI GNG N BUT NOT AFTER J O W/ (1) MPD ADA PARKING aS LIMITED TO PROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION (TYP. OF 7) LOADING STALLS WITH REPRESENTATIVES OF THE APPROPRIATE PARTIES. 8. ENGINEER OF RECORD NOT RESPONSIBLE FOR PREPARATION, MONITORING OR REVIEW OF CONTRACTOR'S SITE SAFETY PLAN. CONTRACTOR ACKNOWLEDGES THAT COMPLETE RESPONSIBILITY FOR JOB SITE SAFETY LIES 30.2' WITH HIMSELF AND THOSE PARTIES UNDER HIS DIRECTION. 9. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION AND DEPTH OF ALL UNDERGROUND (PARKING) APPURTENANCES (WHETHER DEPICTED ON THESE PLANS OR NOT) PRIOR TO THE START OF WORK. THE CONTRACTOR MUST CONTACT THE ONE CALL' SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT PRIOR TO PERFORMING ANY WORK. ANY DISCREPANCIES BETWEEN THE FIELD LOCATIONS AND THE PLANS MUST BE VERIFIED BY THE CONTRACTOR. ANY DAMAGE OR STRUCTURE DISTURBED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. I 4 ~9 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY / PERSON ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE i t ACCOMPANYING SPECIFICATIONS, UNLESS IT IS UNDER THE l PROP. DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH ZONE: GENERAL BUSINESS (GB) ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN r I>, ��A 4} LANDSCAPE USE: RESIDENCE - AND SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ��, J AREA tRIE- t-:I�f E D ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATIONS. ice. -- - (NYS EDUCATION LAW SECTION 7209-2) NOV 0 9 2021 PROP. WALL MOUNTED LIGHT �4= i PROP. ad FIXTURE (TYP.) ------- -- ` U-BOLLARD �� Southold Town EXIST. (TYP.) Planning Board GUARDRAIL TO PROP. DOUBLE BE REMOVED .. PROP. 9 x19 x� PARKING STALL FIXTURE AREA , g PROP ''TWC)`:. STORY ti TYP. 't ....... .y., .. ucHr TYP. ( ) (TYP.) ,� . c©NV�1IEivcE sTo� ' PROP. CANOPY 000 . p '` 32 6 �. � � >S GROSS AREA " .,-' (BLDG.) _.., COLUMN TYP. _. _.. . z 1st FIa009:.3 600 9F4. OF 7 ` iW Cf1NVENIENGE ST�}RE � . , end FLOOR 2;000 .SI+' Y PROP. 50 H ,. 4 9 4 , ACESSOT�Y'-;'OFFICE 0 t FLAG POLErD r.. : . ... . " A° EXIST. 1 ' t STORY BUILDING a u+ , .a SITE ADDRESS TO BE REMOVED Z . .... ':. . ' : PROP. E STORE ® _ PROPOSED CONVENIENCE i PROPANE-CYLINDER LINE OF EXIST WITH FILLING STATION EXCHANGE CAGE DENSE VECETA77ON PROP. SINGLE TO REMAIN 7400 MAIN ROAD EXIST. PUMP ISLAND I FIXTURE AREA ,�•y. `� ' 1 ,�� ° PROP. •' `L TO OF 5) ; LIGHT (TYP.) TO BE REMOVED LANDSCAPE n m tag Msi , MATTITUCK, •, '3 \` i A AREA 6 0 `°' TOWN OF SOUTHOLD `t Z l ` ; SUFFOLK COUNTY NY 197.14' m T an v 8 . PROP. AIR/VAC Yctl.I�r.° 1 say r . xf ' DISTRICT: 1000 BLOCK: 07 aO T` UNITS (TYP.) f1v1I°32u}:.I ` SECTION: 122 LOT: 3.2 �EXIST. U/P TO €\ " , e:. BE REMOVED EI nE e S Cif - EMP021-01 'I� ,��d ' ��' 1 20 HPE END PROP. �9M 3/28/21 I.• EMP021-01-SP.6 Sri i.h Fa;r1a.;^Fi " r DWG �f DRAWN BY• LD CONC. CURB � � �e �,. . l o . /a ` a (TYP.) / GG CHECKED BY. CT 14JII �e<r/ ^ 1 s F J / a// TRAFFIC FLOW •r. �® �/ ~ �: TITLE.• 10. 1*0 imc OLD MAIN ROAD )UM ri ,� (TOWN JURISDICTION) -� r � SE SITE PLAN i TRAFFIC�FLOW EXIST. DOUBLE �µ ` WALL fRBERGLASS UNDERGROUND PROP. CONC. STORAGE TANKS „.....TO REMAIN ,.: .��� ........... ... ....:'::::... _;.,:,• CURB GRAPHIC SCALE I. urII. I„ sllEEr No: 20 0 10 20 cl�ttairy club EXIST. FREESTANDING D R MARII E SIGN TO ( IN FEET ) KEY MAP o 1 inch = 20 ft. N.T.S REV. 6 OF 1 LED GOOSENECK TYPE WALL SCONCE (TYP. OF 3) SURFACE MOUNTED EXTERNALLY ILLUMINATED WALL SIGN HIGH EX 2'-4" x 7'-6" = 17.5 SQ.FT. �1 jk T.O. RIDGE ® ELEV. +33'-6" 1"x 3" AZEK TRIM OVER 5/4"x 8" POINT m AZEK TRIM RAKE BOARD + ' COLOR: AUTUMN TAN BY JAMES HARDIE ENGINEERING 1"x 6" AZEK RAKE TRIM COLOR: AUTUMN TAN BY JAMES HARDIE 1860 WALT WHITMAN ROAD SUITE 600 MELVILLE,NY 11747 (516) 777-4320 FAX: (516)777-4321 ALL PHASES OF ENGINEERING DESIGN, SURVEYING, CODE CONSULTING, ZONING ANALYSIS &BID SPECIFICATION - www.HPEng.com ROOFING MATERIALS TYP.: CHRIS M. RTAGLIA _ MFR: GAF BUILDING PRODUCTS or TYPE: TIMBERLINE HDZ - LAMINATED ASPHALT R /V,,, ARCHITECTURAL ROOF SHINGLES ATOP #30 ROOF FELT __- - - - - - — O - -- - - UNDERLAYMENT AS PER MFR. SUGGESTED INSTALLATION a -- —— ATOP 5/8" EXT. GRADE PLYWOOD SHEATHING. I'n -' / - - COLOR: CHARCOAL zr _ B.O. SOFFIT - _._ q � 8 9 6" GUTTERS AND LEADERS Imp @ ELEV. +15 -6 PROFESSIONAL ENGINEER NEW YORK LICENSE No. 078209 - - LED WALL PACK LIGHT FIXTURE (TYP.) LAWRENC'E D. ® DRIEN Ah T.O. STOREFRONT - ® ELEV: +10 -0 1 2 -- 4 a j t.e — j Q 5/4" X 6" PVC CORNER BOARD TRIM TYP. MFR: AZEK QUICK-CORNER W/ INTEGRAL - J-CHANNEL COLOR: WHITE 4* , r. 4 �� � _�•f t 4ti„ FIBER CEMENT LAP SIDING BY JAMES HARDIE PROFESSIONAL ENGINEER `' -- STYLE: SELECT CEDARMILL NEW YORK LICENSE No. 082537 COLOR: LIGHT MIST W/ 6" EXPOSURE) CULTURED STONE CHISELED EDGE WAINSCOT SILL UNLESS APPROVED BY ALL AGENCIES HAVING JURISDICTION, THESE PLANS ARE NOT TO BE UTILIZED FOR CONSTRUCTION. (BY: ELDORADO STONE COLOR — EARTH) OWNER/ CONTRACTOR ARE RESPONSIBLE FOR CONFIRMING ALL PRIOR TO(RED AGENCY COMMENCEMENT OFFVALS WORK, NETHER DESCRIBED T.O. SLAB CONC. WALK Q ENTRY VE BEEN SECURED BRICK VENEER ON THESE PLANS OR OTHERWISE. ® ELEV. 0 -0 SLIDING BI-PARTING ALUMINUM ENTRANCE (BY: GLEN-GERY - STANDARD 51-DDX/ RED) STOREFRONT W/ TRANSOM L EMERGENCY SHUT OFF SWITCH REVISIONS REV N0. DATE REVISION 1 FRONT ELEVATION (NORTH) T.O. RIDGE _ ® LEV. +33'-6" THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT IS UNDER THE DIRECTION OF A LICENSED -- PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN AND SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATIONS. (NYS EDUCATION LAW SECTION 7209-2) CLIENT• 12 - - - - - 12 a B.O. SOFFIT_VP -- - @ ELEV. +15r-6 SITE ADDRESS. PROPOSED CONVENIENCE - - - - STORE WITH FILLING STATION - ------- 7400 MAIN ROAD - MATTITUCK, _ TOWN OF SOUTHOLD SUFFOLK COUNTY, NY DISTRICT: 1000 BLOCK: 07 SECTION: 122 LOT: 3.2 Ste' AS NOTED HPE# EMP021-01 ' — I 10/9/2023 _MP _01—A0 Elevations . ' DWG # 02 E o21 N B JJC CHECKED BY. MG/CT -- - - �--- TITLE EXTERIOR T.O. SLAB CONC. WALK @ ENTRY 6!E C E I V E D ELEV. 0 -0 ELEVATIONS SECOND FLOOR ENTRY DOOR OCT 3I 2023 I Southold Town Planning Board LEFT SIDE ELEVATLON EAST SHEET NO• aEl� oo HIGH et E T.O. RIDGE rn ® ELEV. +33'-6" POINT ENGINEERING 1860 WALT WHITMAN ROAD SUITE 600 MELVILLE,NY 11747 (516) 777-4320 FAX: (516) 777-4321 ALL PHASES OF ENGINEERING DESIGN, SURVEYING, CODE CONSULTING, ZONING ANALYSIS &BID SPECIFICATION www.HPEng.com CHRIS TAGLIA ,r- F � O B.O. SOFFIT � ® ELEV. +15 -6 PROFESSIONAL ENGINEER NEW YORK LICENSE No. 078209 - - LAWRENCE D. O'BRIEN , PROFESSIONAL ENGINEER - -- NEW YORK LICENSE No. 082537 - UNLESS APPROVED BY ALL AGENCIES HAVING JURISDICTION, THESE PLANS ARE NOT TO BE UTILIZED FOR CONSTRUCTION. OWNER/ CONTRACTOR ARE RESPONSIBLE FOR CONFIRMING �� - _ - - - - -- --- - ALL REQUIRED AGENCY APPROVALS HAVE BEEN SECURED PRIOR TO COMMENCEMENT OF WORK, WHETHER DESCRIBED T.O. SLAB CONC. WALK Q ENTRY ON THESE PLANS OR OTHERWISE. NIIlJ@ ELEV. 0 -0 ELECTRIC SERVICE, WALK-IN COOLER CONDENSERS REFRIGERATION CONDENSERS METER, MDP AND MTS REVISIONS REV NO. DATE REVISION REAR ELEVATION (SOUTH) 1 SCALE: 1/4" jk T.O. RIDGE ELEV. +33'-6" -- THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON ALTERING ANYTHING ON THESE LED GOOSENECK TYPE WALL SCONCE (TYP. OF 3) DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, -- UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE -- - SURFACE MOUNTED EXTERNALLY ILLUMINATED WALL SIGN MADE, THE PROFESSIONAL ENGINEER MUST SIGN AND SEAL, 2'-4" x 7'-6" = 17.5 SQ.FT. DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATIONS. (NYS EDUCATION LAW SECTION 7209-2) - -,- - - -- CLIENT12 -- - - 8 12 - - - - 67 _ - - Jo jB.O. SOFFIT - © ELEV. +15 6 SITE ADDRESS - - -- -- PROPOSED CONVENIENCE - - - -- - - STORE STATION R WITH FILLING STA N -- -- 7400 MAIN ROAD B.O. ENTRY SOFFIT _ - MATTITUCK, 14p@ ELEV. +10 -0 1 2 - - - - - - TOWN OF SOUTHOLD -- -- - - -- - - -- - SUFFOLK COUNTY, NY _ - DISTRICT: 1000 BLOCK: 07 SECTION: 122 LOT: 3.2 - - - -- SCALE: AS NOTED HPE EMP021-01 -- - 10/9/2023 DWG 02_EMP021-01t-2.0 - Devotions - DRA WN B JJC CHECKED By, MG/CT TITLE- RECEIVE EXTERIOR Ah T.C. SLAB CONC. WALK @ ENTRY OCT 3 12023 ELEVATIONS qF7@ ELEV. 0 -0 GAS METER Southold Town I I Planning Board RIGHT SIDE ELEVATION WEST SHEEP N0• lion HIGH Q POINT A POI n, ENGINEERING 152'-0" lo 1860 WALT WHITMAN ROAD SUITE 600 RIDGE CAP (TYP.) MELVILLE,NY 11747 (516) 777-4320 FAX: (516) 777-4321 ALL PHASES OF ENGINEERING DESIGN, SURVEYING, CODE CONSULTING, ZONING ANALYSIS &BID SPECIFICATION WHITE ALUMINUM SOFFIT W/ FULLY www.HPEng.com LIGHT I1g.COTri 12 11 CANOPY COLUMN 10 9 a 7 FIXTURES 6 5 4 3 PAINTED BLACK DISPENSER ON 3'x5' 2 1 u (LACK STAINLESS STEEL C l l R I S 7, P TA G LIA FORMED CONC. ISLAND C) �0' II II II II II � J `� cf) c II II II II w BOLLARD PAINTED LIGHT GRAY PROFESSIONAL ENGINEER NEW YORK LICENSE No. 078209 FRONT (NORTHWEST) ELEVATION LAWRENCE D. O 'BRIEN (MAIN ROAD PROFESSIONAL ENGINEER NEW YORK LICENSE No. 082537 UNLESS APPROVED BY ALL AGENCIES HAVING 152 —O" JURISDICTION, THESE PLANS ARE NOT TO BE UTILIZED FOR CONSTRUCTION. OWNER/ CONTRACTOR ARE RESPONSIBLE FOR CONFIRMING ALL REQUIRED AGENCY APPROVALS HAVE BEEN SECURED PRIOR TO COMMENCEMENT OF WORK, WHETHER DESCRIBED ON THESE PLANS OR OTHERWISE. REVISIONS ROOFING SHINGLES TO MATCH BUILDING RIDGE CAP (TYP.) REV NO. DATE REVISION COLOR: CHARCOAL 0 I i� WHITE ALUMINUM SOFFIT W/ FULLY RECESSED LIGHT 1 2 3 4 CANOPY COLUMN 5 6 FIXTURES 7 6 9 10 PAINTED BLACK DISPENSER ON 3'z5' v 1z (TYP,) STAINLESS STEEL FORMED CONC. ISLAND 00 (TYP.) I � o� w J U O I BRICK VENEER (BY: GLEN-GERY - STANDARD 51-DDX/ RED) BOLLARD PAINTED o LIGHT GRAY THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN T 7 AND SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE REAR (SOUTHEAST)THEAST ELEVATION ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATIONS. (NYS EDUCATION LAW SECTION 7209-2) 24'-0" lo 24'-0" ROOFING SHINGLES TO MATCH BUILDING 10 : RIDGE CAP (TYP.) RIDGE CAP (TYP.) COLOR: CHARCOAL SITE ADDRESS I PROPOSED CONVENIENCE STORE WITH FILLING STATION ------------------ DO 7400 MAIN ROAD ACM CANOPY FASCIA CANOPY COLUMN — WHITE ALUMINUM PAINTED BLACK SOFFIT W/ FULLY MATTITUCK, (TYP') RECESSED LIGHT TOWN OF SOUTHOLD FIXTURES SUFFOLK COUNTY, NY 11952 00 DISTRICT: 1000 BLOCK: 07 ulF ��' SECTION: 122 LOTS: 1 & 3.2 R w v U BRICK VENEER (BY: GLEN-GERY - BRICK VENEER SCALE.' STANDARD 51-DDX/ RED) (BY: GLEN5GEDDX RED o DATE• 3 91 2'7 123 0 DWG # EM 02112 01 o CR.O / )RY / / DRAWN BY. LD CHECKED BY. LC TITLE BOLLARD PAINTED LIGHT GRAY M, RECEIVED OCT 31 2023 CANOPY LEFT SIDE (NORTHEAST) ELEVATION RIGHT SIDE (SOUTHWEST) ELEVATION sou -,----own lh"L VATl NS Planning Board R E N D h R I N G SHEET (K NO: n REV. OF 1 r 11_ I O 0 O O O O O O O v9't O O O O O O O O O r /O O 0 1 II , I -; a N O O O O O O O O O O O O O O O O ^� O O GENERAL NOTES . j I - I /' I / I O O O O O O O �" ,/6O OO I I ���Loy=IF / O O0 \_ O � o O O O O O O O O O O O O O O O OIHIGH I I r I r , //'��I I I I I _ I/ O O O O O O O O O O O O O O O O O /O O O I I I I 1 PROPERTY OWNER/ APPLICANT S1 - ^� I \ 535 OLD MAIN REALTY LLC style I Os7 t 0 s Salon - / `' I I AMAC INC. 7 m ' ` O O O O O O O O O O O O O O O O O O O O ,J W E I o 0 0 �/ 0 2 0 0 00 ° 0000000000000000 , Oo0o0ooV I P.0.80X 547 �� _ ' 7 � I - � O ° O ° O ° O ° O 0 6 036't O O O O O O O O O O /0 O 0 57't✓ 1 LAUREL, NY 1194s POINT I I 1 O O O O O O O O O O O O O O O O O 0 I I O O O O O O 28 O O O O O O O O O O O O n 3o9't I 2. THIS DRAWING REFERENCES: / - LOT 3.2 u i I I /' _ 80't 1 I I - 1 / I I I GOOGLE MAPS O O O 1 1 O O O O O O O O O O O O O O O O O O I I e4D't/,-\ O O O O O O O 'O`-S� O O O O O O O O O O I suFFOLK COUNTY cls ENGINEERING I 1 I 1 � S ; : 65 J O O O , O 129't O O O O O O O ° O ° a92•t � O O 'Ze O O 0 0 1 - -SOUTHOLD TOWN ASSESSMENT ROLL DATA 9* /_ O O O O '� O U O O O 0 1 -A SURVEY PREPARED BY: _ �vt3�l I - 1 O O O O O O O O O O O O � O O A WIN , 1 / O O O O 50o V O O O O O O O O O O O O V �( O O I iar ite Auto eod Ma 4d r O r O O O ° NATHAN TAFT COR II s otd 1 r tae't I 1 678 / ' }� , �1 , I I DATED: a/9/23 u ad 1860 WALT WHITMAN ROAD i ° O ° O ° O ° O � O O O ° O ° O ° O °304't� 000 ° O V` O /G1Sv 0 ° O ° O ° O �l °O z I 1 t '/ 1 n 3. ZONING DATA: as o�Man SUITE 600 _ I -I . j O O O O OQ O , O O O O O 2 O � V O O O O O O 6 I SITE IS ZONED GENERAL BUSINESS B) DISTRICT o MELVILLE,NY 11747 I 126't ♦ p O 2 O O O O I 1 , ( k ' I I I / O O O O O G O O O O O O O g O r s p, DISTRICT: 1000 SECTION: 22 BLOCK: 7 LOTS: 1 & 3.2 cnr su e L v,, care.es o��a - 1 O O O O O O O O O O O O O O O O O O O O O , I 516 777-4320 FAX. 516 777-4321 I 1 - I / I 27 O I A I I - - LOT 1 = 11,982 SF (.275 ACRES) _�urella>rora mr n°,Y P,:p . / 7 ° O ° O ° � O ° O ° O ° O ° O ° O ° O ° O ° O ° O °2 ° O ° � O o ° O ° O ss ° O °'v O °O 0 I '' = SF (1.17a ACRES) SITE LOT 3.2 51.326 �n,ryTr�r Cyrr I I . / O O a O O O O O O O t O O O G O O O O O O ; I I TOTAL = 63,308 SF (1.453 ACRES) [),Y,«r�r<� i I : I I I / 00000 � 0000 000 00000000 � 00 6 000 �� ,� (� 0000 0000100000 � �/ ALL PHASES OF ENGINEERING DESIGN, 1 Q• 1as't CONVENIENCE STORE WITH FILLING STATION LOT 1 ,- I I //' O O O O 13z t O O O O O O O O O 9 O 0 + V 0 \ O O O O O G PER SEC. 280-48(B)-12 - GASOLINE SERVICE SURVEYING, CODE CONSULTING, 1 , . r� I STATION REQUIRES SPECIAL EXCEPTION BY BOARD - - f ,-I - t451't 124't 159't ZONING ION /- O ° O ° O ° O ° O ° O ° s O O ° O ° O ° O 200000 0000 000000�� 000000 000000O00t II 1 ��1 NINGANALYSIS &BIDSPECIFICAT % _ ,< Town 8 Country Reel y /// OF APPEALS PER 240-48C, CONVENIENCE STORE I / I I 24Tt' I Utate-Mattltu-k a �/ O O ,� O O O O O O ° O O O /O O O O� O♦ O O O O > 1,200 SF CONSIDERED 2nd PRINCIPAL USE. / , O O O O O O O O O 6 O O � O O O O O O O O _ I O e. 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' 1 ° O ° ° ° ° ° 291 ° °KING° ° ° ° ° ° ° ° I. ° ° ° ' PARCEL INFORMATION LIST-500'RADIUS FROM 7400 MAIN ROAD MATTITUCK NY 11952 ` v " t / O O O O OO O O O O �O OO O O O/ r 1 , / O /O O O O O V O O O O O O O O O O // ' 1 SECTION/BLOCK/LOT OWNER HOUSE NUMBER STREET CITY ZIP ". -�-,`e O O O O O O O O, 'O O♦ O O O O /� OO O O O �, ' O O O O O O O O O O O O 0 Gaa t ,29 t 0 O O O �O O O �/� I / 1 a s \ I -I 1 121 5 5.001 SUFF CTY WATER AUTHORITY* 700 PRIVATE RD.#18 MATTITUCK 11952 C '� ` � ✓ ,�j - " .' I I ;d - O O O O �S O O O O O O O O U O O O O O O I K T E* ,, , /' M 52 . /..a� , 1 - _ _ ! ✓ S6't O O O RETAIL 30.1 ° .-, ° (RETAIL O , O O O O O O O O�•-, O / 231't , ( I 1 r I I 1 8.0� * 25 HOB SON \```J \.. O O 392't O V O O O O O O O O O \208'S/ l> 1 0 I I iv' I 1 -. -- - /: l' / I 00 8 AI 0 C c o TRO Y A - I .>y O / I I 1 I TI CK 9 1 O O O O O O O O O O O O O O V -- I I r � - b I � 1 I I ' I I _ - 1 - - -1 - I 1 ,� O O O O O O O n,t �6 7 O O O O O O O �O O ! 1 � I , 1 1 2 6 9 00 7 05 AI D. 952 PROFESSIONAL ENGINEER I - -, _- - i . . . ',, - I ✓- -. 153't ° ° ° \D FAST O O O O O O / 1_ -1 _ I 1 I I I , _ C* I D ATTI U 9 2 NEW YORK LICENSE No. 078209 O ° O ° O ° O O O O PARKING O/ O O FOOD O O O O O ►O O I I 48 o SOUNDAVENUE I , O O O O O 306't O REs. O O O 3 1 O O O U O O O O O O 1 122 6 29.004 N T PROPER LLC* 81SS MAIN RD. TIT 952 I I I I /I , I / I I J I O�O O O O O V O O O O O O O O O * Q 1 F V LLC c o H/ RES SA LICE* MAIN RD / I TT K LA WR - ENCE D. 0 BRIEN r .. I 1 I 1 / I 1 ✓ '' 12 . � O � O � O 000 00 2 O00 0 ° Old : a:`000 �5° 0000000 000 00 ° °z�O 2 ° ° O OY I D 740 IN 952 /-' S zr7't 6 PARKING 1 G 9s. 7 /• 2 6 3 .000 7 AI * 35 MAIN RD. MATTITUCK �' o 0 o O o o ❑ o o c � : O O O O � o 0 o Q ONE SPY US C - / 7't O O O O O RETAIL O O O 2 O O O O O O O O O T' ' MAIN RD. - .* 7055 MAIN RD, MATTITUCK -1-1952 - I - 818't ! 5.1 35.1 RETAIL PARKING � ° / -. ! 1 I 3 R I I1 , n O O O O O O O O O O O \� O z I '� i 1 , I n I 1 I 7 1 O O O O 052't O O O O O O O O O O O O O O O tzrt 122Z 6/ 00 7 ROAD L 7217 MAIN W. MATTITUCK f I 1 RES,1 / Y I 1 I d O O O O O O O O O O O O O O O O O O O V .� I 122 6 35.009 SUFF CT Y WATER AUTHOR ITY* I 1 7195 MAIN p `:>y�'�` A N RD. MATTITUCK / +oo't 2 I I T K 11952 / I O O O O O O �b O O O O O O O O O 0 0 1 � / 1 1 / * O O O O O 1 0 0 0 0 O O MATT E C O O O O O O MAIN O O MATTITUCK 9 2 1 RETAIL 118't / 1 I I O O _ O O O O O O O O O O O O O O O O O a 2 6 36.00 695 I 1 I 1 1 MAIN ___MATTITUCK 253' I - t 1 / O O O O O O O O O O O O O O O O O O O O .w I .>y:ic:i:.r:.r::�:crr:'.i�'r:{iii'�i'r:{'r�•� � - - I I / - O O O O O O O z O O O 4 by. O O O O O O O O Ozs't /- -- ; _I I I ANi E ISS I R MATTITUCK 11952 +, r 1 r O O O O O O n O O 0 O O O O O O O O O O O cr ' I I 22 F T A PRODUCTS COL 885o INMATTITUCK 1 - 1 0' PARKING / � I I - - - - - 5 t, 6 I I n / E' I \-/ O .; ::: : :;`�oT`-`a:r: : : :; ::. O O O O O O- / ° 0000000000000❑0O sst O O O G177'tG ` : ::::;: :: :;:; : :;;: O O O O O OooO O O O / I I RKE P NGASCORP.* D MATTITUCK 1 [ I I I ! / F ; ; I 1 itO O O O O O O 3sa O O O O O O O tij O O r`t 1 z 6,007 GE G A DON LD* 5 OLD MAIN 2 4 RES. 291 ,� 1 I I I PROFESSIONAL ENGINEER :.::.:�::::::.:::.�. I - - i ' I -', ' o / . , O O O O O O 0 Do O :::. :. ::::::. :. :. . :. :::::. ::::::..:..:::. � O O O O O O , 1 I F I I 1 6.008 C5 HOLDINGS LLC 8400 MAIN RD. MATTITUCK 11952 I I I / I o as t O O O O O O O 0 _ g 55't ti 0 n O O O I I NEW YORK LICENSE No. 082537 1 I h� O O O O O O O 96•t `Vtj O �U O O �`� .:; : coBEN/EnTicPROoPERTY 162t. O RES. O O -G\� --/ /I o 122 7 7.001 ANET L FILASKY* 1345 OLD MAIN RD. MATTITUCK 11952 O O O O O O Csa+'t 18 t 32 O O O O �'! - L * 5 0 UNLESS APPROVED BY ALL AGENCIES HAVING 1 i , /11 .... .. WITH FILLING STATION .. !% .., * JURISDICTION, THESE PLANS ARE NOT TO BE UTILIZED 1 / I 1 O O O O O O O�O 2 ft7 O O� DISTRICT: 1000 ..._:.: .. O O* O !- III 125 1 19.004 EDWARD SCHMIDT 6865 MAIN RD. MATTITUCK 11952 I I _, ' O O O O O O O O ,.`: .:.. O ,9 �� 5 0 RY B* 7 FOR CONSTRUCTION. OWNER/ CONTRACTOR ARE 25rt O O O O AO SECTION: �22 ° EA V L 8 RESPONSIBLE FOR CONFIRMING ALL REQUIRED AGENCY I I I ° O ° O V ° 0 O 0 � O I O : BLOCK: ? 0 �' i ;t 1 1 I I I 1 6 1 0o EIAVE ... 491 r` I 1 -' --` 1- 1 I Lor S: & 3.2 - 1 * 10 MAIN R L 4 APPROVALS HAVE BEEN SECURED PRIOR TO I / O O �O O O O O ° O O O ° 33 0 ;•:08' :::......:::::::•:::::::::.: ::::::. ::::::. : :::`*""":. IL A V S LLC I U L 4-8 COMMENCEMENT OF WORK, WHETHER DESCRIBED ON I - '/ O O O O 0 , 61 t� ............. ..108 t............................................ � I 1 I 1 I � r r I II � 11 I ! / ::. :::. :.:::.:\. ....... ... .... .. - - - I I I 0 0 * THESE PLANS OR OTHERWISE. O O O O O O O tao t �� I 69 48 /' :r>; : :;rr:;`':iirr:ri:i�•rr:iirr Ci r:iirrr rcr:: `.:: 1 - : 1 _ O O O O O ......I..... ..........::: I srt •t: I I I I 6920 A O O O \O REVISIONS I I .......... ..... I * 431 t RD' �� '1 1 REVISI '- - ' 146 t •�4.. D. • - I I I 1 2 RES LOT 1'::•::�� A1� I --' - I - Ir I � I I � I - � - I 1 ! _' 1�� I � ', - II r- 'I * O O V - lei - ,- _ , _, I B ARNOLDNO SUS AN 1 U 48 /; / I I I 1 1 I G ti:::. :::::::::::::. ::. .. OL , /'' REV NO. DATE REVISION / O O O O O O 6 U ::.•.5 t. 1 126 1 7.009 ANDRIY OTOTSKYY&I ONA SUMCHENKO* 215 EIGHTHS LAUREL 1948 52 1eo t I I I I I „ , I 1 i a36't O O O O O O O _ / - I I I 000 LO S LIL 0& 0 I AR n - 2 I I V U L 948 O O O O O O ss �C 0 _ / I 425 t _ I \O O O O O O O 7 eoDr 0 179'* /. 6 .0 Y N 0 L A 9 1 1 7 I 1 I 1 - \ / ........... O O O O ..... I , I � I ' O � 2 `�`��'` 1 I I I I 'I❑ 1 I I 1 I I - I I I I I 126 000 U I I T I I /I BARN 174't - ..... .\�0 ' - -- - - I- 1 8.9 _ I - -: - - ! -_, 1 1 --- ! I I I 1 I I I 1 I- , I L 948 _1 -- - PARKING .:i::..:.... '' t _ .I _ _ -. - - _ - - I /-' ; i i - ! -' - - -- _ � , , ., 1 � I ' I- 1 O I 45 . 1 I O ° O \O O O 2 O O <J - 1 O\ °96 t j� "s i 1 I I 126 2 4.002 NATURE CONSERVANCY ATTN:BETHANY PELKEY* 9465 OLD PECONIC BAY BLVD. LAUREL 11948 �/ , ' � ,57't O O O O 3s.9 O - I t.� O z1o't 0 6 O O \�-/�//� i . / I - LLC* is I 1 � _ i 126 2 14.000 MJ LAUREL PROPERTIES 345 BRAY AVE. LAUREL 11948 i i I I O O U O ° 35.4 PARKING 0 - 1 / I 1 I SEPARATE MAILING DRESS MARKED WITH / O O O O O O O 51,t boy 1 \ - 1 I � _ PARKING 1 1 I , I I I 1 I 1 I : - I 121 5 5.001 & 122 6 35.009 SUFF CTY WATER AUTHORITY 4060 SUNRISE HWY. OAKDALE 111769 ///; 0000000 \ 000 00 000C ✓ \ I I I 1 11 1 1 , 7s t � I I I 1 I I 1 122 6 27.000 NEW YORK STATE ALBANY 12200 0 O O O O O O 68,�t O v v I 5 I / O O O O O O O O . ° RETv 0 9�•r 2 1 I , : - � 9 AI D.UNIT MATTITUCK 7 V V v O O O O O O vvvv 1 \ -I \V 2 \ . . �� - _ I , I N 24 A S O O O O O O 2 O \ I 0 I u3•t 0 � ' - 1 I A SO N ll968 I O O O Ch O O � O 7 w V v �s2' 2 20 ° ° O O 0 °a,3't0 ° 6 0 1za't 'Q _; I - -; - I - 1 122 6 29.004 BENNETT PROPERTIES LLC PO BOX 853 SOUTH MPTON 111968 \Q RES.] RES. 1 _ - ! 1 -' RN - - I - ' - / - - - - - - - - - O O O O O O�O O V O � �� I BAI I 122 6 30.001 FHV LLC C/o CHARLES SALICE PO BOX 1295 CUTCHOGUE 1ll935 I 1 000000000�0000000� 3s 0000 00/," y ,>p z v v II \132 I I 1 , I PO X1 9 C / o I 1 �-\ r-\ O O O O D J O O 203 t r\ O O , \, �J r 6 2.00 & ✓ d V \�, 1 122 Z 6 00 IN ROAD O O O O O O O O O O O V v V G 9 v V� V 60� 1 / I CORP, 0 6 NEWS FOL 1 I O O O O O _ O O O O O O o 27•t �' 1 , 1 1 I 2 U STONE Y US INC.NC. 686 I 0' v V V v v t V v V V V V �, 1 i�: 1 - 1 ' O 0 ° O 391 t O O O O O O 0 .s 122 6 35.007 7217 MAIN ROAD LLC 7255 MAIN RD. MATTITUCK 11952 /-\ . c-,1 1 I / 34't V �' V V V \6 V b 0 1 : : 1 - .- - - 1 -I O O O O O O O O O V 'CZ 194't 2 I+,rt/ \ \ o. 122 6 36.000 6955 ROUTE 25 CORP. PO BOX 199 MATTITUCK 11952 0 0 0 o p o 0 0 o c/ V V V v v\ .,\v v v,o\ V V �� I is I O O O O O ° O O ° 2 0 6o't RES. 2 1 1 1 I I - _ 122 7 3.001 OFAM REALY CO ATTN: CONTROLLER MATTITUCK PRODUCTS CO LL 10 RABRO DR. HAUPPAUGE 11788 O O O O O 0000 O� v �-v v �ivvvv vv - I O O O O O O O , , 197't 3 \ / , 1 I I I 122 7 6.006 MARKETSPAN GAS CORP: 175 E OLD COUNTRY RD. HICKSVILLE 11575 O O O O V \O O O O �i --\� \ 1 I 1 122 7 6.007 MATTITUCK PROPERTY MNG LLC c o GEORGE MACDONALD 14 INLET VIEW PATH EAST MORICHES 11940 O O O O O O O 0 19.4 v v , v\ vvvvvv 2 \ 1 I �. I O O O O O 0 O Q 0 2 V �\ b V V 1\3a.* , I ' I I 122 7 7.001 JANET L FILASKY 600 CHURCH LN.PO BOX 372 AQUEBOGUE 11931 n r tst't � \se't y,y oo, \ / I I 1 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY O O O O O O O O O 1 2 \6 2 \'I . 122 7 8.009 MEGA STYL LLC o79't 1150 OLD MAIN RD.PO BOX 56 MATTITUCK 11952 151't 72't \ V ✓ V V �`✓ - _ 2 - -- I - _ _ , - , , - P RS° ° ° ° ° 0 ° ° 0 ° 0 ° 0 4 2 1 V 1a \ �' _ -1 - - - T I - I E ON ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE O O 0 � 104't 2 - N7'7' � - - __I _} _ - 125 1 19.004 EDWARD SCHMIDT 15555 NEW SUFFOLK AVE. NEW SUFFOLK 11956 ACCOMPANYING SPECIFICATIONS, UNLESS IT IS UNDER THE O �c-� 0 0r Qti V, , V V V V V a I-1 `! r - -T-- -T 11 - 1 - - ; - DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH O O O O O O O `� O 7s t ss't v V v �\ p p V p v p V p �\ 125 4 24.023 LAUREL LINKS CNTRY CLUB PO BOX 307 LAUREL 11948 ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN 0 0 0 0 ° 2 0 2 V \ V V v V V l 4 2 __ /_ _ I AND SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE / tio�\ O D J I 126 1 1.001 KEIL BRAY AVE LLC 30 E GATE DR. HUNTINGTON 11743 ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATIONS. O O O O O O A2 \ / 1 126 1 1.002 &2.000 KEIL ALVAHS LANE FARM LLC 30 E GATE DR. HUNTINGTON 11743 (NYS EDUCATION LAW SECTION 7209-2) O O O O O 0 ' ° // 2 14Tt 1 59'1 29`7 V V 2 V V 152't \97'f V V V V V V V V �\ 1 - - . ' ' I i - : 1 -' I 1 I 1 .- - r- : f : ' I- - , I I I 0 ° \•�! g00 - F. , ; _, I I , I 1 f 126 1 4.001 DRD LLC c o JUDI DESIDERIO 295 KINGS POINT RD.STE. 1 EAST HAMPTON 11937 O O O O O O O 196 O vvvv vvv vvv / ,65✓ vvvvv \I ' ' O O O O O O O O � `SO / a.1 V V V V V ' V V �, \V �V V V d\\ ' I I I : I j I 1 1 I I I 126 1 5.000 HARLEY B ARNOLD&SUSAN LABINS PO BOX 1032 MATTITUCK 11952 000000000 000 ° O, p�, zsst ,00't O . ♦ - 1952 126 1 7.009 ANDRIY LOTOTSKYY&ILONA SUMCHENKO PO BOX 865 MATTITUCK 1 - O O I - _ I I LOUIS A NADROLILLO&LOUIS T NARDOLILLO 420 BRAY AVE.PO BOX 78 LAUREL 11948 24.2 9 � v � 0 � � 0 0 � 0 / 1 U 0 0 0 0 O vvvvvvvvvvvvv vvvv� vvvvvvvvo� 1 i ' 126 1 21.000 ♦ � 'yG I I r / ` V V V V V V V V v V V V V V ' .CI V V D D D D D D D D O P� 126 2 1.000 ° ° ° ° ° ° ° V V V V V V v sat V i I 1 I JAMES R COX JR.&ROBYN T LYONS 50 OLD MAIN RD.PO BOX 326 MATTITUCK 11952 O O O O O 996t vvvvvvvvvvvvv �6 \ �� 1 - 1 - - i O O O O O�' ' VVV V V V v V V V 3v tom' .\' `' V V r'\ �' V VVV VVV �23Tf V 2 v V V V V V g_ r-, iea't 126 2 2.000 SUKRU ILGIN PO BOX 547 LAUREL 11948 ♦ 149 t 91 t \. 196't -- _ - - - r , - ! : I 126 2 4.002 NATURE CONSERVANCY ATTN:BETHANY PELKEY PO BOX 65 KEENE VALLEY 12943 ''` t°� °O 0 °O 0 O O O 0 0OfO ` `` `C+49't V V V V V V V ����w V V V �J� V V V V V V V V V V V z� V V V V V V V V V V�o�t I I , 1 , 1 126 2 14.000 JMJ LAUREL PROPERTIES LLC PO BOX 1929 SOUTHOLD 11971 l.EI �,l E l.j O O O f� / `�V V V V V Q V v V�L-P V V V� \ v v v v v v Vi V V V V V V V T? 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V V 0 v VE V V V 2 V V v v V 2AV V V V ,' Planning Board 0 / \v v v v v v 7.9 V `1 as't V V V V V V V V V V V Vj�V V V D� V V V V V V V v V V V V v V V V V V V�j O V 11 V V V V V V v V VK- ' vvv / V v V v v V V V V v V v 1 V V V V� \v v v v V V V V V v v V V V V V V v v v v V V V v V V V V V V O V V,( V V V V 1 z V V V V V V V V/ �cs, /VV / VVV V V V V V p Vi,s7't 20 V 151,±7 V V d V V vvvvvvvv V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V v /V SITE ,' \ \ \ 2 I V / � V I DO HEREBY CERTIFY THAT THE RADIUS MAP ACCURATELY MAP LEGEND ADDRESS. t�a t\7 v v v v v v V v V V V az tJ V V V V V V V V V V V V V V V V V V V V V V V V V V V V�� V V V V V V V V V V V / 2 / \ . 2 I 1 v V V V V �ti / V DESCRIBES THE USES OF THE PROPERTY SURROUNDING THE V V V V v Vid V 2 V iU V v v v v \ v v v vvvvv V z v v v v V V V V V V V V V V V V V V V v v v V v V V V V V� V V V V V V V/ / V V V aV PREMISES AS OF 8/14/23. PROPOSED CONVENIENCE STORE ' vvvv „Z t V ,a t V V ' V V V V vim' \vvvvvv V v 7 vvvvvvvvvv vvvv v v v v v v v v v v vvvvv vvvvv V V V V,o 12 SECTION NUMBER WITH FILLING STATION I /11�_"/1 '_,_ L----? 0 BLOCK NUMBER 7400 MAIN ROAD, MATTITUCK SIG RE /I-- 3� LOT NUMBER TOWN OF SOUTHOLD, op, f90' LOT DIMENSIONS IN FEET SUFFOLK COUNTY, NY 11952 - - RADIUS BOUNDARY DISTRICT: 1000 BLOCK: 07 ---------- LOT BOUNDARY LINE SECTION: 122 LOT: 1 & 3.2 SCALE.- 1"=100' HPE#• EMP021-01 RESIDENTIAL LOW DENSITY ZONE DATE.' 8/14/23 DWG #• EMPO21-01-RM.1 a (1 ACRE) (R-40) DRAWN BY. qp CHECKED BY.• LC RESIDENTIAL LOW DENSITY ZONE TITLE.• (2 ACRE) (R-80) 2 0 0 ' n 5 ® ® ' F7 01 GENERAL BUSINESS ZONE (B) T DIUs/ AREA AGRICULTURAL CONSERVATION ZONE MAP to GRAPHIC SCALE �Qo • • SHEET N0: SUBJECT PROPERTY ( IN FEET ) nm RETAIL EXISTING STRUCTURE (W/ USE) 1 inch = 100 ft. REV. OF 1 HIGH EQ 16'-0" POINT u�• ENGINEERING N .6 1860 WALT WHITMAN ROAD SUITE 600 0 o MELVILLE,NY 11747 (516)777-4320 FAX: (516)777-4321 u ALL PHASES OF ENGINEERING DESIGN, E N/O/F SURVEYING,CODE CONSULTING, ° s COPAM REALTY COMPANY ZONING ANALYSIS &BID SPECIFICATION ZONE: GENERAL BUSINESS (B) / u s USE: McDONALDS RESTAURANT www.HPEnc,.com 101-01p O�py 3,R ' ���`��� CHRIS M. TARTAGLIA ,y0 ���4. / f O PASSENGER VEHICLE Q�oe ° I ° , °FNF� 33'R M Cr / Vk 12 R 3'R 5'R • \ �` �� 1� e•, 33'R ® 5'R \ P R-0;S"Q NL NGINEER 0 NEW YORK LICENSE No. 078209 LAWRENCE D. 0 'BRIEN ® \\ \ PoePROFESSIONAL ENGINEER NEW YORK LICENSE No. 082537 1 UNLESS APPROVED BY ALL AGENCIES HAVING JURISDICTION, THESE PLANS ARE NOT TO BE UTILIZED FOR CONSTRUCTION. BLE FOR R CONFIRMING ALL REQUIRED AGENCY (�P APPROVALS HAVE BEEN SECURED PRIOR TO COMMENCEMENT OF WORK, WHETHER DESCRIBED ON \y O�F,51 THESE PLANS OR OTHERWISE. / ,�O o REVISIONS 25'R \ / °`L� �' REV NO. DATE REVISION oya PROP. 24'X180' \ /// �j� c0`L1 F� CANOPY ABOVE S C' CONC. FUELING MAT. — — 25'R III I N YR 3'R / O� OQ ti I ' 33'R N10 STANLEY JO FLISS JR. / & JANICE M. FLISS ° 3'R ® // <a ZONE: GENERAL BUSINESS (8) 15'R ® O : , ° USE: RESIDENCE \ PROP. 3'X5' I THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY 33'R CONC. ISLAND ® ° >. PERSON ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE W/ (1) MPD ® ACCOMPANYING SPECIFICATIONS, UNLESS IT IS UNDER THE v DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH (TYP. OF 6) " ° i ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN ° AND SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE COt ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATIONS. 10'R ° (NYS EDUCATION LAW SECTION 7209-2) OO PROP. (3) ,> \ �� °4 a . VEHICLEc�`S �' O QUEUING AT ti � ���'O�ca o g� s O EACH DISPENSER (TYP.) 0 1 i Li ° v OCT 31 2023 / 5'R \ N SoutTiold Town SITE ADDRESS. 9 / + `� OO , < ♦ / ° Plannin Board \ �► N " °'' I o o PROPOSED CONVENIENCE STORE CIO 10 ✓ OO ' N WITH FILLING STATION ION • 1oo'R OQ ° o Medical Group .4. a 7400 MAIN ROAD G• °y d ° ° ',8 / MATTITUCK, ® 12 R TOWN OF SOUTHOLD —� a� S 87 14'50" W 87.22' S 89°48'00" W ACT. 197.14' ; SUFFOLK COUNTY, NY 11952 -�Mill F pn 'T ' ❑® Total Dental Cture DISTRICT: 1000 BLOCK: 07 O 8c / � ` `' SECTION: 122 LOTS: 1 3.2 i 22'R f E. / A4rporiale!'s AL�- 1"=20' HPE#• EMP021-0 1 100'R Eimer's Custom r`" moo Amish Fumiture �'. a DATE. 10/9/23 DWG # EMP021-01—SP.1 / avo PROP. 30 12 R CURB CUT + 0 DRAWN By' LD/ GG CHECKED BY.• CT / ! �°1 A 5 n Gull", TIT LE. • o '�j � TRAFFIC FLOW � �` H 'n^rind Farm v 7E �P untryTime Cycle�" �+`�' '/fir. " - -� MAIN ROAD `"� ��w IJEUING { f,OLD �- (TOWN JURISDICTION) � TRAFFIC FLOW —'LAN GRAPHIC SCALE " lot Laurel Links *` SHEET NO. 12'R 20 0 10 20 ,CountryCluS "fit, r , 17 ( IN FEET ) KEY MAP wpo 1 inch = 20 ft. N.T.S REV. OF 1 SURVEY OF PROPERTY SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK \\ S.C. TAX No. 1000-122-07-01 \ Ao S.C. TAX No. 1000-122-07-3.2 \� SCALE 1"=20' SEPTEMBER 6, 1 JULY 6 o21 UPDATESURVEY JUNE 23, 2022 ADD S.C. TAX No. 1000-122-07-3.2 AUGUST 9, 2023 UPDATE SURVEY AREA = 11,982 sq. ft. 0.275 ac. AREA DATA S.C. TAX No. 11.982 sq. ft. 1000-122-07-01 0.275 CO. a S.C. TAX No. 51,326 sq. ft. �P / 1000-122-07-3.2 1.178 ac. TOTAL 63,308 sq. ft. we 1.453 oc. `\ ` TO \ �1- �G" Gam' ♦ `\ \\ \JtT NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM `y0 I \\\ EXISTNG ELEVATIONS ARE SHOWN THUS: -o Oo — \ \ ` EXISTNG CONTOUR LINES ARE SHOWN THUS: ------- ° `\0 2. ZONING USE DISTRICT: GENERAL BUSINESS ``F1'y \\20 \♦\ \ ` ` G TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MAY 1, 2001) -•.T,h °° `\ \\ EL 21.3' c BROWN LOAMY SILT ML 1e 6 PALE BROWN FINE TO MEDIUM SAND SP V7 4 Vo �#. � nx•' �c\o by s90 PALE BROWN FINE SAND SP y\�VS QJ�& G / EL 4.1' 17.2' �'�;:���•!'Lk � L�� y air' // WATER IN PNE BROWN FINE SAND SP i EDGE OF WOODS 24' q v • /1 t �• II\ �V btk .tee ' 1k, /J I r/ : \♦`\'any SO* ,Wf. O F 6s 5p� ems` CESSPOOL nGP GP5 S. ram 1 `t N / `I CD � Y 1 LM P 1H I I `vs„•� �� �� a: P„I 11, 9 OFr``O` 11 \r 11 7 ,,—CESSPOOL --- "ZL2 CO GO I G Ory �O 1 11 <0 b �E z_ w^p ::'. J y:r• //�bo,6 fG°NG �, �1E5T;HOLE III 11 1 x7 G G°\aG , N 1�. �r 4 a NM• <:�_4 i I 1 I ag - Ole • tTO4 i 1 I I I W `) aI\' N�V•1:\�C'f!) �Oi 'L I j Ili 4. e- r 6� � • Q�� rAy Iql ___ �s� UMP CONCRF.TE /y2_7,7 Q ��! KEROSENE / ' T' gpLWt0 TYP. g ,\ ! i r Q /� (•�`t s � /�/ r i N v1 § PS 9 II I r 3 0 / 9px G <O-1 m t i I ., A. PZ Zr< C COLUMN o, $_� ; I I N 10 O1ax r O jJ 2� 1 1 p zm 2z ze •LP 1 c N COLUMN WELL m Z� F � 7PUMF0P E �' II i @1 i Z' MON ' II N� P$]gT� im E� FOUND 7* OpC,9A'' CONC.MON. Z� CAST IRON g,t' 2.:29 C UMP PO ' j y „e,_tE OP`V NANO BLS �cOVER' CONC.O B'S. CUARD�WL f ,f 25 ONc.O.I_ -s_ 2zs S''89°48 00 W ACT. %.T %B, 8 A „ 87.22''_--- S 88.34'50" W DEED MANHOLE covER --24 P ~ a21ZL° UHE /O-\��O^�MONROR -1 4 5O W CASTC ER �k TEST WELL _ GUY WIRE 1 c Go'2n Gocr�,o 73' oN°'hod 1•' ry5 ' /,G 1 F\y P' _iC �( t E EDGE OF PAVEMENT UTILITY o Pnf�y3 Q�G POLE 365 h2 w. �� P;�r' ✓ O �PFyLT PAVOAE,R UTTER I o w C' 55 ,6 e'�NQP�o O\1N6 K may" 1 R WELL �MONROR WE s -;- �MONRD OLD MAIN ROAD �,. l�\♦a\ �•P�., N� aka 1 1 ez�'•• N. RECEIVED +�� �� n - T� —"-----" PREPARED IN ACCORDANCE WITH THE MINIMUM ' STANDARDS FOR TITLE SURVEYS AS ESTABLISHED N 0�' 1 v 0 AD BY THE LI.A.LS.AND APPROVED AND ADOPTED -yam TITLE ASSOCIATION. OCT 31 2023 .�° FOR SUCH USE BY THE NEW YORK STATE LAND \ STO S' 6 01' So--utholdTown 1 C; -- Planning Boar a. J N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF 'I' SECTION 7209 OF THE NEW YORK STATE Surveyor EDUCATION LAW. Land Sur Y�./yor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL EMBOSSED SEAL SHALL NOT BE CONSIDERED To BE a VALID TRUE COPY. Successor To: Stanley J. Imaksen,Jr. LS. CERTIFICATIONS INDICATED HEREON SHALL RUN JosephA. Irogegno LS. ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys -Subdivisions - Site Plans - Construction Layout IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTIONPHONE (631)727-2090 Fax (631)727-1727 LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE. P.O. B 16 THE EXISTENCE OF RIGHT OF WAYS 1586 Main Rood James port, New York 11947 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 P ANY, NOT SHOWN ARE NOT GUARANTEED. E-Mail: NCorwin3000l.com 97-378C BULK REQUIREMENTS GENERAL NOTES ' 1. ZONE: GENERAL BUSINESS (B) DISTRICT 1. PROPERTY OWNER/ APPLICANT: HIGH ew ; 2. USE: AMAC INC. & 535 OLD MAIN REALTY LLC 2.1. PER 280-48(8)-12 - GASOLINE SERVICE STATION REQUIRES SPECIAL EXCEPTION BY BOARD OF APPEALS. P.O. BOX 547 2.2. PER 280-48(A).2(A) - RETAIL STORE > 1,200 SF CONSIDERED 2nd PRINCIPAL USE. LAUREL, NY 11948 3. BULK REQUIREMENTS: CODE SECTION: PERMITTED: PROVIDED: 2. THIS PLAN REFERENCES: ' POINT A SURVEY PREPARED BY: MIN. LOT SIZE: § 240-48-c-5 60,000 SF 63,308 SF (1.453 ACRES) NATHAN TAFT CORWIN III ENGINEERINGDATED: 8/9/23 MIN. FRONT YARD: § 280-50a 100' MAIN RD. 3. ANY BROKEN OR HAZARDOUS SIDEWALK, DRIVEWAY APRONS OR CURB ADJACENT TO THE SUBJECT SITE 117' (BLDG.) SHALL BE REPLACED IN ACCORDANCE WITH CURRENT COUNTY/ TOWN STANDARDS. / 45.6' (CANOPY)** 4. CURB-CUTS AND/ OR ACCESS TO TOWN, COUNTY, STATE, ETC. HIGHWAYS SHALL BE CERTIFIED BY THE PROP. CONC. CURB 1860 WALT WHITMAN ROAD MUNICIPALITY HAVING JURISDICTION. (NYSDOT ITEM OLD MAIN RD, 5. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE #609.0401) (TYP.) SUITE 600 10' (BLDG.)** DISPOSED OF IN ACCORDANCE WITH ALL LOCAL TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE 60.8' (CANOPY)** CODES. o MELVILLE,NY 11747 6. THE OWNER/ CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANY/ ALL CERTIFICATIONS, MAX. STRUCTURE FRONTAGE (LENGTH): § 280-50c 60' 62.5' (BLDG.)** INSPECTIONS, ETC. REQUIRED BY ALL GOVERNING JURISDICTIONAL AGENCIES DURING AND AFTER / (516)777-4320 FAX: (516)777-4321 152' (CANOPY)** CONSTRUCTION FOR SIGN-OF AND D CERTIFICATE OF OCCUPANCY ISSUANCE, INCLUDING BUT NOT LIMITED TO MEET EXIST. SIDEWALK/ GRADE/ �r � - PROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION WITH /► CURB/ ROADWAY FLUSH MIN. STRUCTURE SETBACK FROM R.O.W. § 280-50c 75' MAIN RD. REPRESENTATIVES OF THE APPROPRIATE PARTIES. �'L / ,s ' `' ALL PHASES OF ENGINEERING DESIGN, 1 17' (BLDG.) 7. ENGINEER OF RECORD NOT RESPONSIBLE FOR PREPARATION, MONITORING OR REVIEW OF CONTRACTOR'S EXIST. SPEED LIMIT ° N 0 F SURVEYING,CODE CONSULTING, 45.8' (CANOPY)** SITE SAFETY PLAN. CONTRACTOR ACKNOWLEDGES THAT COMPLETE RESPONSIBILITY FOR JOB SITE SAFETY O 40"SIGN TO REMAIN / ° . J' COPAM REALTY COMPANY ZONING ANALYSIS & BID SPECIFICATION ) LIES WITH HIMSELF AND THOSE PARTIES UNDER HIS DIRECTION. I OLD MAIN RD, 8. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION AND DEPTH OF ALL UNDERGROUND f !f • u'�s 10' (BLDG.)** APPURTENANCES (WHETHER DEPICTED ON THESE PLANS OR NOT) PRIOR TO THE START OF WORK. THE PROP. "STOP" ZONE: GENERAL BUSINESS (B)SIGN 6'° �, CONTRACTOR MUST CONTACT THE "ONE CALL" SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND FACING SOUTH 4� / sa USE: McOONALDS RESTAURANT www.HPEng.com 60.1' (CANOPY)** COMPLETELY MARKED OUT PRIOR TO PERFORMING ANY WORK. ANY DISCREPANCIES BETWEEN THE FIELD S MIN. LOT WIDTH: § 280-ATTACHMENT 4 150' 615.51' LOCADISTURIONS AND BED DURING E PLANS MUST BE CONSTRUCTION MUSTRBEED BY THE CONTRACTOR. ANY DAMAGE OR REPAIRED OR REPLACED AT THE CONTRACTOR'SCTUREEXPENSE. OOy �� / ` u0� O CHRIS MIN. LOT DEPTH: § 280-ATTACHMENT 4 150' 55.9'* 9• CONTRACTOR TO COORDINATE W/ ENVIRONMENTAL CONSULTANT TO CONFIRM IF EXISTING MONITORING WELLS Sys y�py 3 R J�ti1 FIFO fRTAGLIA MIN. SIDE YARD: § 280-ATTACHMENT 4 25' 33.6' (BLDG.) DISTURBED/ REMOVED DURING CONSTRUCTION MUST BE REPLACED. OQ y0 0����i./ voeae AREA LI HTLW/ISTHIELD 56.5' (CANOPY) Q �' f� ,'� MIN. REAR YARD: § 280-ATTACHMENT 4 35' N/A (CORNER LOT) ^ �6 5 PROP. 1 ,r_ MIN. LANDSCAPE AREA PERCENTAGE: § 280 ATTACHMENT 4 35% 28,190 SF (44.5%) 33'R ® \ LANDSCAPE MAX. LOT COVERAGE: § 280-ATTACHMENT 4 30% 6,648 SF (10.5%) c'�/ AREA (TYP.) MAX. BLDG. HT./ STORIES: § 280-ATTACHMENT 4 35'/2 33'-6"/2 / 12'R59 CORNER LOT SIGHT LINE DISTANCE: § 280-106(A) 30' SIDES COMPLIES \MIN. ACCESSORY STRUCTURE SETBACK § 280-15(B) 20' 36.3' (TRASH ENCLOSURE) / `g!' 33 R 5 R o ° PROFESSIONAL ENGINEER / PROP. 10'x20'x6'H ` NEW YORK LICENSE No. 078209 FOR SIDE AND/OR REAR YARD �° MASONRY TRASH \ (FOR LOT SIZE 60,000-79,999 SF): / o p ENCLOSURE ON E) >o \ PROP. LIMIT OF `9S MIN./ MAX. DRIVEWAY WIDTH: § 280-48(B)12(a) 12'/30' 30' (MAIN RD.) PROP. PAVEMENT CONC. MAT \ CLEARING LAWRENCE D. 0 BRIEN 30' (OLD MAIN RD.) a ARROW STRIPING 12'R MIN. DRIVEWAY DIST. FROM ADJACENT It: § 280-48(8)12(a) 10' 58.2' �'� (TYP.) ® 5'R MIN. TANK DIST. FROM ADJACENT R: § 280-48(B)12(e) 35' 347.5' O / / // LINE OF EXIST. DENSE VEGETATION MIN. DISP. DIST. FROM R.O.W. R: § 280-48(B)12(f) 15' 53.1' // TO REMAIN PROP. CONC. CURB 16� LQy1 // MIN. TANK FROM R.O.W. R § 280-48(B)12(f) 15' 15' (NYSDOT ITEM ✓ PROP. ASPHALT GP MIN. DIST. FROM CHURCH, § 280-48(B)12(g) 300' 1.5 MILES (MATTITUCK-CUTCHOGUE #609.0401) (TYP.) / ° EXIST UTILITY POLE PAVEMENT (TYP.) SCHOOL, ETC. JR./SR. HIGH SCHOOL) / / TO REMAIN � PARKING & LOADING O PROP. RPZ \ \ �, PROP. FENCE TO MIN. # OF STALLS-CONVENIENCE STORE § 280-78(a) 1/100 GFA HOT BOX ON \ \ // MEET EXIST. PROFESSIONAL ENGINEER 3,000/100 = �4j1 CONC. PAD \\ \\ /�/ VEGETATION LINE NEW YORK LICENSE No. 082537 30 STALLS O PROP. 3'x5' \ \ ,'/ JURISDICTION, THESE PLANS UNLESS APPROVED BY ALL AARE CNOT TO IES HAVING UTILIZED MIN. # OF STALLS-OFFICE § 280-78(a) 1/100 GFA EXIST. �s CONC. ISLAND \ \glo/ / 2,000/100 = �`�O � 6'• / FOR CONSTRUCTION. OWNER CONTRACTOR ARE 20 STALLS P CO�J`�� 'f REMAIN yoi0� W/ (1) MPD \\ \\� /y/ RESPONSIBLE FOR CONFIRMING ALL REQUIRED AGENCY `♦ " (TYP. OF 6 APPROVALS HAVE BEEN SECURED PRIOR TO ) PROP. SINGLE \ \ j// PQ) COMMENCEMENT OF WORK, WHETHER DESCRIBED ON MIN. # OF STALLS GAS STATION § 280 78(a) 1/EMPLOYEE - O `�� FIXTURE AREA \ \ \���/ 000 THESE PLANS OR OTHERWISE. 3 STALLS Fro / . ; . ° . LIGHT (TYP.) \ y/ O 53 STALLS 34 STALLS (INCL. 2 ADA + FF�G s • •`✓, ° N LANDSCAPE PROP. o REVISIONS \ ✓ ro 15 LANDBANKED STALLS ** ��P � �' � /' �� 25'R \ \�� / � ��' �� REV N0. DATE REVISION s, AREA (TYP.) MIN. STALL SIZE: § 280-78(c): 9'x19' 9'x19' ��G PROP. 24'x152' \\ t h S 1 10 24 23 MISC. REVS MIN. LOADING STALLS: § 280-79 A 3: 1 FOR 5,000-25,000 SF 1 0 �F�G . ° CANOPY ABOVE \R4/ / = 1 REQUIRED / ® CONC. FUELING = _ _ ` J / PROP. 9'x19' LEGEND PROP. SAWCUT Sc ASPHALT _MAT. P 3�1 LANDBANKED (ALL ITEMS EXISTING TO REMAIN UNLESS NOTED OTHERWISE) MIN. LOADING STALL SIZE: § 280-79(8): 14' x 45' 14' x 45' • • � REPLACEMENT (NYSDOT ° / s. f� PARKING STALL MIN. # OF STREET TREES: § 290-93: 1 / 40' LOT FRONTAGE: 13 STREET TREES ** ITEM #203.50140363) OHO G� (D ® �° 33.5' - _36.6' FOR FUTURE USE PROPERTY LINE 1,077.93' / 40' = 27 TREES O :-`•t`O P PROP. CONC. (CLEAR) 921' ( )AT'P REQUIRED 1IR5 oH OVERHEAD LINE- CURB (TYP.) ° `L� pc�l _ 56.5'- O ^ FRONT LANDSCAPED AREA: § 290-93(B): 25' ALONG FRONT LOT LINE 25' / :;• ;LOO ��,i• l�' Q1 25'R (CANOPY)- �I UTILITY POLE FRONT LANDSCAPED AREA: § 290-93(B): LANDSCAPE AREA OF 5' WIDE NONE PROVIDED ** �® PROP. 8 ABUTTING THE FRONT OF THE S �� ADA PARKING & _ � �� -� GUY WIRE LOADING STALLS - -� BUILDING O 9� ° ® INLET yS00 py /' 3'R LANDSCAPED PARKING AREA: § 290-95(A): 10 SF INTERIOR LANDSCAPE NONE PROVIDED ** try 3 R ".' % sj ® � SIGN AREA / PARKING SPACE O �� S 10 SF x 34 SPACES = O ' 31.4' �e 'L / ` oe. PROP. "STOP" SIGN J ° CONCRETE CURB 340 SF (PARKING) INDICATES FACING SOUTH PROPOSED CONCRETE CURB ** ES VARIANCE RE UIRED FOR PROPOSED CONDITION . PROP. TRASH 0 AT PROP CONC. CURB RAMP Q (NYSDOT TYPE 1 / RECEPTACLE ® /' PROP. FLUSH CURB N101F - - PROPOSED FLUSH CONCRETE CURB CONFIGURATION W/ 33'R (TYP. OF 2) �' Q1 / s. STANLEY J. FLISS JR.OPTION C: CURB RETURN / PROP. 6'H SOLID & JANICE M. FLISS 3,R PROPOSED CURB RADII & OPTION 2 DETECTABLE moo, ® / ° PVC FENCE ALONG R ZONE: GENERAL BUSINESS B PROPOSED AREA LIGHT WARNING PLACEMENT) 3 R 15'R ° 1�9� �� ' <a USE: RESIDENCE ( ) " ® ® ® a PROP. ADA PARKING ' PROPOSED AREA LIGHT W/ SHIELD THEPER EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PROP. SINGLE t FIXTURE AREA 0 ° ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE . o\ EXIST. ID SIGN ° , REGULATION SIGNS ACCOMPANYING SPECIFICATIONS, UNLESS IT IS UNDER THE ° • TO BE REMOVED LIGHT W/ �j>� m PROPOSED WALL MOUNTED AREA LIGHT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH fl�} • PROP. -� ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN • \ EXIST. PROPANE STORAGE SHIELD (TYP.) O j PROP. ADA RAMP !�'�_J � �' � • �- LANDSCAPE L_ PROPOSED CONCRETE PAVEMENT AND SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE CAGE TO BE REMOVED ° J �� AREA ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATIONS. ° J3 , `9 PROP. WALL PROPOSED GRASS AREA IN R.O.W. (NYS EDUCATION LAW SECTION 7209-2) 10'R ® PROP. �^ ��% MOUNTED LIGHT EXIST. PIPE BOLLARD • U-BOLLARD 9 ' ° i ( FIXTURE (TYP. OF 10) TO BE REMOVED TYP. (TYP.) ° PROPOSED ASPHALT PAVEMENT IN PROP. 5' WIDE D ` ^,j EXIST. MANHOLE COVER (TYP.) �P' •° APPROX. LIMIT OF TO BE REMOVED ° a I NYSDOT R.O.W. CONC. SIDEWALK A, - ,>► (NYSDOT ITEM d,; . PROP. SINGLE �\ EXIST. r' >,� EXIST. VEGETATION r 7 71 PROPOSED ASPHALT PAVEMENT IN #608.01000010) 6`=.' FIXTURE AREA- DO \ GUARDRAIL TO , , a TO BE REMOVED 1 / l / I TOWN R.O.W. x ° BE REMOVED PROP. 9 STALL i o PROPOSED CLEANOUT (TYP.) � ' :` ,p,p , ' LIGHT W/ SHIELD O � PARKING STALL � ° S� ;,' \ �O� �� 'r >. a• . PROP. FENCE TO PROP. 5 WIDE ADA ,, / . (TYP.) O \ (TYP.) �`S �O �,4' " // a MEET EXIST. � 3 PROPOSED PARKING STALL COUNT ® OO \ RECEIVED PROP. COMPLIANT PEDESTRIAN ,�� / O A� "!� �'° VEGETATION LINE PROPOSED 6'H SOLID PVC FENCE 14'x45' PROP. AIR/ OO ACCESS STRIPING COLUMN (TYPY � �� �4 O a 1� O o w ® Y 33.6 PROPOSED SIGN LOSTDING ALL a VACUUM O v OF 6) ,• < a7 04 1�1 `5���045� (BLDG.) PROPOSED PIPE BOLLARD OCT 31 2023 STATIONS ON PROP. ASPHALT 44 CONC. PEDESTALS O PAVEMENT 0 Tp ,a O� O y00 c���0 1G�1 �. (D PROPOSED INLET I • O �� 1 C�% ' Southo�cl Town (TYP.) 010�` �1`'� 004� O� I� ° � U ® PROPOSED SOLID COVER Planning Board PROP. CONC. CURB p0� �6�h PROP. TAf�K ° < ° ° �� God�ti 50� `� �� a (NYSDOT ITEM ph PROP. �� �5 OA y W O PROPOSED FLAG POLE #609.0401) (TYP.) o Y° VENT RISER PROP. CONC. FLAG POLE ° \ EXIST. DISP. ON ° TANK MAT � �'° �1 � �� pGGl�O `,� bti PROP. 4'H SOLID � 3 LIMIT OF VEGETATION CONC. ISLAND TO ° ° °/� 6 L. �1< PVC SCREEN CD BIKE RACK PROP. GRASS AREA, (NYSDOT ���qE / BE REMOVED 4 OF a PROP. AIR/ 5'R � s. PROP. \ '� FENCE/GATE 0 cv SITE ADDRESS ITEM #610.160100:20) (TURF ° %' o . , ° a EXIST. (1) STORY VACUUM PROPANE-CYLINDER HVAC UNITS � N ESTABLISHMENT) {TYP.) / °D• .l I RBUILDING EMOVED TO BE STATIONS ON \ ° b \ ° , EXCHANGE CAGE \.F r o PROPOSED CONVENIENCE STORE (tsoo SF) CONC. \ ® o \ N PROP. LIMIT OF I �, WITH FILLING STATION ° o PEDESTALS \ 00 ° j CLEARING to . ° PROP. • <,• PROP. PAVEMENT ° ° > ^ ° ARROW STRIPING 100 R a LANDSCAPE m PROP. HVAC/ CONDENSER 7400 MAIN ROAD LINE OF EXIST Medical Groti; �t. . (TYP) q ° a z - AREA o o ° VEGETATION UNITS ON CONC. PAD MATTITUCK, ZLn v v ` DENSE ` PROP. CONC. CURB RAMP / o / ® 12 R TO REMAIN _ _ _ _ _ TOWN OF SOUTHOLD (NYSDOT TYPE 1 CONFIGURATION - - - i / --- -�- SUFFOLK COUNTY, 87.22 S 89°48 00 W ACT. 197:a'4° NY 1 1952 / 1 = 87°14550 W will F on V D CURB & S OPTION A: FLAREP I W/ 0 � � p _/ :PRO . B CYCLE PARKING SIGN / „ � " � � • • • PROP. INVERTED' BL WARNING . . . . . . . . 1 DETECTABLE /OPTION ROP. STOP SIGN - OUME •M D TO POST MUTCD 4 P D 3• 'EXIST. i I ARE A` U BICYCLE RACK ( ) :E}:•.`' DISTRICT• 10 00°+ � .� �- BLOCK: 07 -�'- .�� T a D t�l a PLACEMENT / / FACT G,NORTH a PROP. GRASS LIGHT TO BE . Ol C ,y , 1 ON CONC. PAD• � . REMOV t R'. ED 01�tV1�ttI,t.Lk 3.2 o AREA TYP. SECTION:s 10500009 12 DOT ITEM 60 .0 � 2(NYSDOT / LOTS: 1 & ( # ) ( ) . .,. . . (TYP.OF 2)' '�� MEET EXIST. GRADE/ PROP. GRASS / / ..� ROADWAY FLUSH tirr'ald s SAL 1' = 20' HPE EMP021-01 PROP. :::`: :' ,�1. D,'r ...i. PROP. SAWCUT & ASPHALT AM 10 9 23 JY' EMP021-01-SPA p // AREA (TYP.) / 30 / / CONC. Elmers Cust�ryrn{ i PROP. C PROP. GRASS /CURB CUT / 12'R '100 R CURB Amish Furniture 3 -€' / / DWG I.'PER TOWN OF a AREA (TYP.) / SOUTHOLD REQUIREMENTS (TYP.) �: 263.9' G�h. DRAWN BY LID CHECKED BY. LC EXIST. FREESTANDING - A'�jO ® •`•` .� ID/PRICE SIGN TO �' �° 1] .�• POLE UTILITY Gvit 777LE.' / REMAIN S TO REMAIN �� EXIST. OVERHEAD WIRE unU Time C rla H r wind Farm�, \EXIST. A DOUBLE UNDERGROUND TO BE REMOVED TRAFFIC FLOW Via. !v •°° FIBERGLAS E GROUND / y �� �, �V, ` MAINROAD ®i Safel New York STORAGE TANKS TO BE ~'- EXIST. MONITORING RELOCATED WELL TO BE REMOVED OLD SITE PLAN / �_ PROP. CONC. - � , ° /, CURB (TYP. SEE GENERAL NOTE #9) (TOWN JURISDICTION) �! I TRAFFIC FLOW '` OfT Ct _ -- EXIST. TANK VENT �6�5, �'ek j" RISERS TO BE REMOVED EXIST. AREA LIGHT TO GRAPHIC SCALE BE REMOVED Laurel Links/ y a"�n� �12'R 20 o io 20 Country Club`6 p Ste' EXIST. FLAG POLE TO u EXIST. PAVEMENT EXIST. MASONRY BE REMOVED PLANTER TO BE beforeyoub, STRIPING TO BE REMOVED 0 RE-STRIPED ( IN FEET ) KEY MAP IN-KIND (NYSDOT 1 inch = 20 ft. ITEM #619.002) REV. 1 OF 9 DRAINAGE CALCULATIONS: MedicalGrcvr �` RUNOFF COEFFICIENTS: DRAINAGE STRUCTURE SCHEDULE STRUCTURE PAVEMENT = 1.00 STRUCTURE RIM/ /GRATE TOP BOTTOM INVERT INVERT EFFECTIVE ' HIGH nr Q ID ELEVATION OF STRUCTURE IN OUT DEPTH (FT) 4 V/ill r on ,g / ROOF = 1.00 A-1 PROP 8'0 DRYWELL W/ INLET GRATE GR 21.50 19.80 13.80 --- --- 6 ✓' F' 1 G' m LANDSCAPE = 0.30 B-1 PROP 12'0 DRYWELL W/ INLET GRATE GR 20.30 18.45 8.45 --- 16.95 10 1 01 N 1 TrtaE Denial Care ' I SITE AREA = 63,308 SF B-2 PROP 12'0 DRYWELL W/ SOLID COVER R 20.84 18.45 8.45 16.85 15.85 10 cX!?lattiluck ]�T / 1� 0 TOWN CODE REQUIRES TOTAL STORAGE OF 2" RAINFALL EVENT (DRAINAGE STORAGE VOLUME IS DICTATED BY NYSDEC B-3 PROP 12'0 DRYWELL W/ SOLID COVER R 21.05 18.45 8.45 16.75 --- 10 STORMWATER MANAGEMENT DESIGN MANUAL PER SWPPP REQUIREMENTS). C-1 PROP 8'0 DRYWELL W/ INLET GRATE GR 19.55 17.85 12.85 --- --- 5 McDonald's ' ENGINEERING ` D-1 PROP 4'x4' CATCH BASIN W/ CURB INLET GR 20.65 --- --- --_ 17.15 --- Elmc(s Custam^ .1`�'" GROUNDWATER WAS ENCOUNTERED @ ELEV. 4.1. D-2 PROP 4'x4' CATCH BASIN W/ CURB INLET GR 20.65 --- --- --- 17.15 --- Ant?-h 1 w13i.1rr ,�` 8'0 = 42.24 CF/FT D-3 PROP 12'0 DRYWELL W/ SOLID COVER R 21.30 19.20 9.20 16.95 --- 10 12'0 = 100.88 CF/FT D-4 PROP 12'0 DRYWELL W/ SOLID COVER R 20.91 19.20 9.20 17.05 17.05 10 Gt§ / TV 1860 WA LT H 600 AN ROAD u D-5 PROP 12'0 DRYWELL W/ SOLID COVER R 21.28 19.20 9.20 16.95 16.95 10 - VOLUME REQUIRED = AREA X RUNOFF COEFFICIENT X 2" D-6 PROP 12'0 DRYWELL W/ SOLID COVER R 21.51 19.20 9.20 16.85 --- 10 ///G/ E MELVILLE,NY 11747 D-7 PROP 12'0 DRYWELL W SOLID COVER R 21.05 19.20 9.20 17.05 17.05 10 / _ H `iwind Farm SYSTEM TRIBUTARY AREA (SF) VOLUME (CF) PROVIDED VOLUME (CF) EQUIVALENT unity Time Cycle l (516) 777-4320 FAX: (516)777-4321 RAINFALL IN D-8 PROP 12'0 DRYWELL W SOLID COVER R 21.08 19.20 9.20 16.95 16.95 10 �� O G TC 18.45 / MEET EXIST. ( ) D-9 PROP 12'0 DRYWELL W/ SOLID COVER R 21.53 19.20 9.20 16.85 --- 10 e �, v BC ,8.05 / / ROADWAY/ CURB/ PAVEMENT 0.0 x1.00x2/12= 0.0 E-1 PROP 12'0 DRYWELL W/ INLET GRATE GR 18 ALL PHASES OF ENGINEERING DESIGN, .25 16.40 8.40 --- 14.90 8 / CONC. SIDEWALK/ E-2 PROP 12'0 DRYWELL W/ SOLID COVER R 18.93 16.40 8.40 14.80 14.80 8 TC 18.69 G 18.60 FLUSH .0 A ROOF 0.0 x1.00x2/12- 0.0 233.9 (1) 8'0 DRYWELL W/ 6' EFF. DEPTH 253.44 2.17 ,,-`, ,._.... _ BC 18 19 / S� � ►._J' SURVEYING,CODE CONSULTING, E-3 PROP 12'0 DRYWELL W/ SOLID COVER R 19.00 16.40 8.40 14.70 --- 8 -�,_._ _ -Horton G. ° LANDSCAPING 4,677.0 x0.30x2/12= 233.9 E-4 PROP 12'0 DRYWELL W/ SOLID COVER R 19.50 16.40 8.40 14.65 --- 8 •.' . �'' Crcek y- G�18.53 D / N101E ZONING ANALYSIS&BID SPECIFICATION PAVEMENT 7,958.0 xl.00x2/12= 1,326.3 " S ti` COPAM REALTY COMPANY TC 18.83 / G 18.86 www.HPEri .com B ROOF 0.0 x1.00x2/12= 0.0 1,472.7 (3) 12'0 DRYWELLS W/ 10' EFF. DEPTH 3,026.40 4.11 ^*� __'-, 19 0 � ti� www.HPEng.com L1nks 1` BC 18.33 O•s� ZONE: GENERAL BUSINESS (B) LANDSCAPING 2,927.0 xO.30x2/12= 146.4 CountryClull''1�� c Q� G 18.95 17 S `L USE: McDONALDS RESTAURANT T RTAGLIA TEST HOLE DATA .r 4i TC ,9.D2 T1: ,9.02 • �� / 5r 0 tK CHRIS M. PAVEMENT 0.0 xl.00x2/12= 0.0 � a BC 18.52 BC 19.02 lg C ROOF 0.0 xl.o0x2/12= 0.0 202.7 (1) 8'0 DRYWELL W/ 5' EFF. DEPTH 211.20 2.08 (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MAY 1, 2001) fk 18.a1 LANDSCAPING 4,054.0 xO.30x2/12= 202.7 KEY MAP Y G 19.35 / 9 / EL 21.3' 0• N.T.S / TC 19.11 / BC 19.11 C j rp r' PAVEMENT 16,188.0 x1.00x2/12= 2,698.0 BROWN LOAMY SILT ML / BC 18.61 I y X/ o Cj r =; -^ -A 7- D ROOF 3,000.0 x1.00x2/12= 500.0 3,635.1 (7) 12.0 DRYWELLS W/ 10' EFF. DEPTH 7,061.60 3.89 1• G 18.60 4.' PALE BROWN FINE TO MEDIUM SAND SP TC 18.98 LANDSCAPING 8,742.0 xO.3Ox2/12= 437.1 BC 18.48 V 4, TC 19.29a�= ./ PAVEMENT 7,972.0 x1.00x2/12= 1,328.7 • ;ti � �O. Q� TC E ROOF 0.0 x1.00x2/12= 0.0 1,718.2 (4) 12-0 DRYWELL W/ 8' EFF. DEPTH 3,228.16 3.76 ;°rI+'•• / BC 18.84 'LJ �_ TC 19.1 TC 18.94 LANDSCAPING 7,790.o x0.30x2/12= 389.5 BC 18.66 (BC 18.44 BC 18.60 \ / PROFESS NAL ENGINEER TC 20.43 G 18.82 E-1 TC 19.50 TE 19.93 NEW YORK LICENSE No. 078209 63,308 1,909.2 3,491.0 3.66 BC 19.00 \ BC 19.93 ' .".,�.,' / TC 19.29 'p TC 19.38 o LAWR ' PROPOSED STORAGE EQUATES TO A 3.66'" RAINFALL EVENT ; ' ; . . , . BC 18.86 � . BC 19.29 BC 18.88 � ENCE D. 0 BRIEN PALE BROWN FINE SAND SP G G 19.53 P TC t9.38 �_ E-3 9S NOTE: SEE SHEET SP-3 FOR SANITARY SYSTEM AND SHEET ;'',..`;:� Q �/�BC 19.38 E-2 \ / 01 SP-9 FOR SANITARY PROFILES, ELEVATIONS & DETAILSTc 6, \ / GENERAL NOTES: t� ,9.5s E-4 ec 19.66 \ TC 20.16 `Y BC 19.05 / /° G 19.62 1. PROPERTY OWNER: . / � / ' BC 19.66 /� / AMAC INC. & 535 OLD MAIN REALTY LLC '' .; TC 19.28 / x� P.O. BOX 547 GROUNDWATER 1.>• • BC 18,78 / / PROP. 10 LF 18 0 CPP x2�1 h• 19 0 TC 19.50 PROP. 23 LF O 1.0% MIN. TYP.) / LAUREL, NY 11948 ENCOUNTERED EL. 4.1' 17.2' e9 TC 19.16 / 2 BC 19.0 18"f� CPP O / GR 18:66 , APPLICANT: / o '/ TC 19.81 1.0% MIN. AMAC INC. & 535 OLD MAIN REALTY LLC TC 19.18 BC 19.31 / / ANN. P.O. BOX 547 BC 18.68 G 20.75 TP 21.75 G 21.10 20 TC 2'-00 LAUREL, NY 11947 WATER IN PALE BROWN _�/ TC MCA � �,.� / ec 20.50 PROFESSIONAL ENGINEER 2. THIS PLAN REFERENCES: FINE SAND SP 20 O BC 18.68 PROP. RPZ / A SURVEY PREPARED BY: TC 19.70 IN HEATED NEW YORK LICENSE No. 082537 NATHAN TAFT CORWIN III t✓ °/ / i / 0Bc 1s.2o ENCLOSURE DATED: 8/9/23 .l G t9.23 TC 21.47 / / UNLESS APPROVED BY ALL AGENCIES HAVING 3. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHY AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCEMENT 1 TP 21.75 ON CONC. 2S� 24' o � i `..�" G 21.25 PAD / BC 20.97 � / JURISDICTION, THESE PLANS ARE NOT TO BE UTILIZED OF ANY CONSTRUCTION. CONTRACTOR IS TO ENSURE 0.75% MIN. SLOPE AGAINST ALL GUTTERS TO PREVENT PUDDLING. ANY !��' 19.26 `L G 27.05 FOR CONSTRUCTION. OWNER/ CONTRACTOR ARE DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. J'� G�\p - TC 21.85 tih / RESPONSIBLE FOR CONFIRMING ALL REQUIRED AGENCY 4. LOCATION OF EXISTING AND PROPOSED UTILITIES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY p� •y0 BC 21.35 x h APPROVALS HAVE BEEN SECURED PRIOR TO COMPANIES AND MARKED IN FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. UTILITY SERVICE CONNECTION ` ��' / / \�1 / / / J� �,.+' 21 / g / COMMENCEMENT OF WORK, WHETHER DESCRIBED ON POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ��p� / �% PR 62 \° 0 / LEGEND THESE PLANS OR OTHERWISE. CONFLICTS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER. \ -?',•`• . „ 5. THE SUITABILITY OF EXCAVATED MATERIAL FOR USE AS BACKFILL SHALL BE DETERMINED BY THE SOILS ENGINEER. /� ` y5p 6"0 CPP O �^ TC 21.94 ti �" / G� (ALL ITEMS EXISTING TO REMAIN UNLESS NOTED OTHERWISE) 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE FILL WITH STRUCTURALLY SUITABLE o-n� �� ` L� pop , ° 1 0% MIN. D- BC 21.4a REVISIONS MATERIALS. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DENSITY PER A.S.T.M O ` p TC 20.25 / •y / REV N0. DATE REVISION TEST D-1557. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% TC 22.13 0 PROPERTY LINE ABOVE NOR 3% BELOW OPTIMUM. �g� ��G BC 19.75 � ° R 20.35 ,� ® � / / ,� 7. PROP. PAVEMENT, CURB AND SIDEWALK; SHALL MEET EXISTING FLUSH WITH NO TRIP HAZARD. ��PF / / G 21.84 x BC 21.63 / / •O,Cp b0 orl 1 1012412J MISC. REVS 8. THERE ARE NO VISIBLE WATER SUPPLY WELLS LOCATED WITHIN 150' OF PROPERTY. �� G 20.42 ° TC 21.15 -2 D-8 / �tij ��� OVERHEAD LINE 9. CONTRACTOR TO MAINTAIN MAXIMUM OF' 2% SLOPE IN ALL DIRECTIONS AT HANDICAP PARKING AREA, LANDINGS AND 2% MAX. CROSS BC 20.65 0/o TC 22.57 Gj S UTILITY POLE �SLOPE / 5% MAX. RUNNING SLOPE ALONG ADA PATHS, IN COMPLIANCE WITH ADA REQUIREMENTS. O ��g`3 FF\G ° �0 PROP ® cro ?2 1 BC 22.07 0, CONTRACTOR TO VERIFY EXACT LOCATION OF EXIST. SANITARY STRUCTURES TO BE REMOVED. REMOVAL MUST BE PERFORMED BY APPROPRIATELY Y �P / 't' 18"0 CPP A o / PROP. CLEANOUT _ G 27.05 LICENSED CONTRACTOR IN ACCORDANCE W/ SCDHS REQUIREMENTS AND APPROVALS. CONTRACTOR TO CONTACT SCDHS POLLUTION CONTROL �GO� / ° -� GUY WIRE DEPARTMENT MIN. 48 HOURS PRIOR TO REMOVAL/ ABANDONMENT. e' // G 20.51 2Q4 x 'G 1.0% N. 0 ) 26.6 • TO GRADE ® INLET 11. EXISTING GRADES PER SURVEY PREPARED 13Y NATHAN TAFT CORWIN III LAND SURVEYOR, DATED 8/9/23. ALL GRADES SHOWN ARE BASED UPON / / ° �\ TC 21.85 ti 20 O``�p G� GR 115.55 BC 21.35 D-7 ® BI 21.82 cro cro G 22.43 - _ ' TT 11111 NAVD 88 DATUM. - SIGN 12. REFER TO TEST HOLE DATA PREPARED BY BY McDONALD GEOSCIENCE DATED 5/1/01. TEST HOLE PERFORMED TO A DEPTH OF 24' p <c P �C-1 ( �O TC 22.95 BELOW SURFACE ELEVATION. GROUNDWATER ENCOUNTERED 17.2' BELOW SURFACE ELEVATION OF ±21.30 NAVD88 (ELEV. = 4.10 / Tc 21.02 p PRO . 10 LF o/o PROP. 16 LF c PROPOSED AREA LIGHT 1 18p Cpp ® �+ TI 22.32 BC 22.45 NAVD88). BC 21.02 / -:•°rj, � O % " � 18"0 CPP O BI 21.90 13. PER USGS LONG ISLAND DEPTH TO WATER VIEWER, DEPTH TO, GROUNDWATER ESTIMATED AT 17' BELOW SURFACE ELEVATION ±20.80 y�' / // �� ���'/ DO 1.OX MIN. (TYP.) r' 1.0l� MIN. _ �j NAVD88. GROUNDWATER DEPTH ESTIMATED AT ELEVATION t3.80 (NAVD88). TC 20.80 I /_1 D-6 (D ero TC 23.50 �� ' PROPOSED WALL MOUNTED AREA LIGHT BC 20.30 PROP. 68 LF 6 d ( TI 22.16 14. ELEVATION 4.10 (NAVD88) USED FOR DESIGN PURPOSES AND HIGHEST EXPECTED GROUNDWATER CONDITION. 011 O 21 / // c� PP O 1 % MIN. ` BI 21.66 cro BC 23.00 ` TC 23.56 �� G 27.05 0 ° PROPOSED CONCRETE PAVEMENT G�,y� / tro 22 G 22.86 BC 23.06 -:.:.:•i.�•� 0 G 20.40 m TC 21.15 -1 N G 21 88 C/o TI 22.16 PROPOSED GRASS AREA IN R.O.W. BC 20.65 BI 21.83 G 22.98s TC 23.78 D-5 ® C/oBC 23.28 �' PROPOSED ASPHALT PAVEMENT IN21.2 P. 9 TI 22.50 C/oG 23.09* 23 NYSDOT R.O.W. 22.0o Gcro 180 CPP O •, ;.y >,- O TC 21.10 ,,0% MI G 23.17 n TC 23.16 �,,` PROPOSED ASPHALT PAVEMENT IN TC 21.10 1\ * BC 23.16 G 23.35 ° � •' �• BC 20.6o r BC 21.10 � TOWN R.O.W. >/ J "0 G 23.28• TC 23.28 / 24.2 SPOT ELEVATION G 20.67 G 20.63 \g ?1 TC 21.68 AN a Lei / \ ^ BC 23.28 / ° N101F GC,19,1 TOP & BOTTOM OF CURB ELEVATIONS �O ® B.C.18.75 • sw 23.2z STANLEY J. FLISS JR. , 20.98 TC 20.98 TI 22.23 *"" oho G 22.61 c � BC 23.47 BC 20J7 G 20.90 BC 20.48 - / BI 21.73 `� / 1® ®1 / 2�1 & JANICE M. FLISS RIM 21, RIM ELEVATION y '�• PROP. ASPHALT �� O• �3TI TC 23.97 G 23.35 ZONE: GENERAL BUSINESS (B) THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY C PAVEMENT TO 'L /�' o/o PROP, 16 x BI 21.90 PROP. SEPTIC ° USE: RESIDENCE - -23- - CONTOUR PERSON ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE * ;•:� 2;.„?� J TEST HO BC 23.47 \ / MEET EXIST. / ® 18"0 CPP O SYSTEM SW 23.40 ACCOMPANYING SPECIFICATIONS, UNLESS IT IS UNDER THE • ''�` " fr.� �` ~` - ^1� / (LUSH TYP. ( 1 B-1 1 1.OX MIN TC 24.10 ?4 PROP, ' 23 PROPOSED CONTOUR DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH + ( ) C 21.40 ' GR 20.30 X ® ° ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN + + u•°•. '';c t ti / e/o BC 23.60 TC 23.53 SWALE + + _ , BC 21.40 ' •�` TC 21.42 N TI 21.97 c/o Q ¢ ° BC 23.53 1 AND SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ,,. 21.47 \ x G 23.09 PROPOSED GRADE ELEVATION ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATIONS. yffir' D' "t �G Y �' BC 21.40 TC 21.25 1 `V� / ® 1 e'0 TC 24.03 (NYS EDUCATION LAW SECTION 7209-2) :,,,,..�,• 1; 1 °/ BC 24.03 CURB ELEVATIONS •® / tr; « v r. �;' / a G 21.47 BC 20J5 BI 21.72 �`t\ ® • �� BC 23.47 PROPOSED TOP & BOTTOM OF B-2 c° TI 21.97 r�� ® �� cl r; tp9' G 21.47 ��' 0 TC 24.42 TI 22.13 BC 23.92 •��'� cp;� G 24.18 a ° G 24.35 N TI 22.16 PROPOSED DNS BOTTOM OF SW 23.59 BI 21.63 o c o �' a BI 21.66 B-3 M TC 24.38 {, : _ x G 21.33 PROP. 22 LF 6"0 BC 23.88 Tr r B / 2L3 - J TP 23.09 PROPOSED TOP OF PAD ELEVATION �' ,�'•'' ° / x CPP O 1.0% MIN. /• I'ITt-� r :✓.' '>��' :y•�i.''v.�1' �+�� 3 (TYP.) % G 23.20 PROPOSED GRADE ELEVATION .•�, I! TI 22.1 � y rrrrrrr' /',• / TC 21.84 BC 21.00 BI 21.71 TC 24.06 / N i rr ��i rri I ., ?£ '.. �• rrtr trr A rrrrrrrrrrrr- i / __•"• °"' ""'°°•'� . ;°°:• -- BC 21.34 - s 22�•� O TBCC 2211..0099 ` G 24.5010 LF 8 SW 23.78 PROPOSED SWALE ELEVATION 18"0 CPP O PROP. 295 LF 6"6 RECEIVED PROP. i rrr rrr o �/� TC 21.18 ° S °. ► I,.rr-rrrrr�rr r G 22.01` . a G 24.35 i-I-rFrr TC 22.00 1TOP MIN. CPP®000% MIN. � b � � • �� PROPOSED FLOW ARROW BC 21 J 8 ° 0 � TEST HOLE TEST HOLE LOCATION SEE "TEST ) .�•` OLD MAIN ROAD . TC 22.00 \ TC 23.96 �� ��" ✓./ \ ( 0 C T 31 2023 G 21.97 BC23.46 i� CC f G 24.25 HOLE DATA THIS SHEET) G 22 217° O� O �% ,ero 25.0 PROPOSED DRAINAGE PIPING W/ Y" .17 �O ' 04 • �� °O � c 24.50 SW23.90 ?6 SLOPE DIRECTION Sout 0 TOwn TC 23.85 ,,. ; 9 5 ° Plannin Board STORMWATE;R TRIBUTARY AREA MAP / titi O c 21.Ss c BC23.35 N �' 4 �� s� 004 ��00° �1 G 24.35 I PROPOSED SANITARY PIPING W/ / O �O 0 F1 �G j1G .1 cro SLOPE DIRECTION p/ " a. Q� yt �1�04 p�C S1 , G 24.28 W PROPOSED WATER SERVICE NTS - •a X / G 22.26 O a G 21.95 22 c G 24.05 l l�, /ti �4� �y0 O�� ��� cjo 24.31 I Quj Q TC 23.08 ` TC 23.29 °c G 24.11 G`��� GN' v-����r�b•o a Li -E- PROPOSED ELECTRIC SERVICE ,V X ray O BC 22.58 BC 22.79 \ PG hy0 ° 3 G PROPOSED GAS SERVICE SITE ADDRESS: TC 22.41 rL G 24.00 BC 21.91 G 22.58`, X 22.07 TC 23.00 TC 23.00 c ° G 23 94 L- -� � 0 - 22 BC 22:80 ° �. °/ ° BC 22.50 BC 22.50 G 23.70 ° \ / N o ' ' � ► • PROPOSED SWALE • PROPOSED CONVENIENCE STORE � 24 � G 24.19 = ° 0 ° �a TC 22.63 G 2 .77 23.0 \ i "0 ✓ ' N PROPOSED INLET WITH FILLING STATION i• x x G 22.67 22� x BC 22.63 G 23.80 \ 24,,2 • o ® PROPOSED SOLID COVER .`.'. .. • o x 8 ° '° ° s� TC 22.67 ® �p TC 23.40 ° ° G 23.76 C 0 o e TC 23.46 TC 23.27 BC 22.67 �G 22 86 B\22.90 °° =" G 24.10 vi to CA PROPOSED CLEANOUT 74 00 MAIN ROAD x 2= ° BC 22.96 BC 22.77 /° a/ G / °a• TC 23.50 ° SW 23.35 G 24.00 / NOTE: MATTITUCK, x TC 23.50 TC 23.65 BC 23.00 OO E E E "0 * GRADES ® ACCESSIBLE PARKING AREA & ROUTE TO TOWN OF SOUTHOLD G 23.05° CONFORM TO ADA GUIDELINES SEE GENERAL NOTE 7 ( # ) SUFFOLK COUNTY, NY 11952 BC 23.00 ° a p3 BC 23.15 ^° G 23.46 cro G 24.00 SW 23.56 0/0 / TC 23.68 E E E G 22.89 G 23.06 G 23.56• - BC 23.16 23 TC 22.98 L'�` x A-1\ `� GR 21.50 x ... , » iyq, > » PROP. . o'. 87"14 50 W 87.22 ;S 8 8 00 W ACT. SWALE' G 23.. sw23.so` c . .s3 �g7:1.4 -'-25 SCDHS APPROVAL DISTRICT: 1000 BLOCK: 07 22.43 TC 23.78 �` •' :�`;• • 24 SECTION: 122 LOTS: 1 & 3.2 P BC 23.28 2 23 G .12 3 G 23.15` 23 ,• . . . . . . . . . . . . . . . CA = 2 / Z�� S LE' HPE�•`06 TC 23.40 '}�Ikf;�2:fi6 1 20' z2.so 23 ---� MEET EXIST. EMP021-01 �"'�i GRADE ROADWAY �' 10 9 23 DWG I-' EMP021-01-SP 1 / / / "�. / / / / ° x G 22 87 ' TC 23,30 i,.�G TC 23.62 x FLUSH DRAWN BY. LD CHECKED BY. -•`•`- BC z2.80 G 22.62 TC 23.25 �� TC 22.65 TC 22.83 TC 23.68 BC 23.62 2U LC . `•`•'•`•`•`•`•'•'•'•' BC 22.33 TC 23.26 BC 22.75 BC 23.18 TC 22.83 BC 22.15 BC 22.76 Tom' TC 23.55TC 22.94 I' tJ . n'. .'-� /� TC 22.44 BC 22.33 x 22.47 w BC 23.05 D / G 23.08 5 1 o / G 22.55 x / / �� �� L PROP. ASPHALT GRADING �c BC 23.01 !�/ /. TC 22.92 PAVEMENT TO TRAFFIC FLOW G 23.30 SC 22.42 �3 ,��"� - - ' �� `.... . TC 22a0 2 x MEET EXIST.) ig �af�'y■ New Yor FLUSH TYP. .`.'` BC 22.2D I N ROAD DRAINAGE PLAN G 23.49 .5 O / � O L D M A x � / � (TOWN JURISDICTION) G 23.52 y TC 22.91 x TC 22.99 •'-`•`•'-'• SC 22.41 2 TRAFFIC FLOW BC 22.99 c 23.46. GRAPHIC SCALE SHEET NO•' T C 22.96 20 0 10 20 TC 23.13 Nlonl, BC 22.96 ;• .. TC BC 22.94 BC 22.63 �g x ego re ®uJig TC 23.34 ( IN FEET23,74 ) BC 22.84 x 1 inch = 20 ft. REV. 1 OF 9 F-f o e SANITARY CALCULATIONS I/A OWTS SI2ING PROP. 50% SANITARY DENSITY COMPUTATION GROSS LOT AREA = 63,308 SF (1.453 AC) SANITARY FLOW = 210.0 GPD FUTURE SCDHS GROUNDWATER MANAGEMENT ZONE = IV (600 GPD/AC) REQUIRED CAPACITY = 1 DAY x 210.0 GPD = 210.0 GAL. LEACHING POOL / HIGH eir EXPANSION POPULATION DENSITY EQUIVALENT = 1.453 x 600 = 871.8 GPD PROPOSED I/A OWTS FUJICLEAN CEN5 (749 GAL. CAPACITY) / SANITARY DENSITY GREASE TRAP SIZING POINT C/o PROPOSED PROPOSED CONVENIENCE STORE (WET STORE W/ FOOD) & OFFICE SPACE (NON-MEDICAL KITCHEN FLOW = 360.0 GPD o REQUIRED CAPACITY = 1 DAY x 360.0 GPD = 360.0 GAL.OFFICE)WET STORE W/ FOOD = 0.03 GPD/ SF x 3,000 SF 90.0 GPD PROPOSED (1) 8' DIA x 5' LIQ. DEPTH GREASE TRAP (1,500 GAL CAPACITY) / ENGINEERINGJ ® NON-MEDICAL OFFICE = 0.06 GPD/ SF__x 2,000 SF = 120.0 GPD SEPTIC TANK SIZING TOTAL SANITARY DENSITY = 210.0 GPD / SANITARY DENSITY = 210.0 GPD < 871.8 GPD, THEREFORE AN I/A OWTS DISPOSAL SYSTEM IS KITCHEN FLOW = 360.0 GPD PERMISSIBLE FOR THIS SITE REQUIRED CAPACITY = 2 DAYS x 360.0 GPD = 720.0 GAL. S-7 `g / PROPOSED (1) SEPTIC TANK 8' DIA. x 4' EFF. DEPTH (1,200 GAL. CAPACITY) Tyr 1860 WALT WHITMAN ROAD z SANITARY FLOW / 1► ` LEACHING PODL SIZING G� MELVILLE SUITE 600 WET STORE W FOOD = 0.03 GPD SF x 3,000 SF = 90.0 GPD NY 11747 PROP. 0 C NON-MEDICAL OFFICE = 0,06 GPD SF x 2,000 4F = 120.0 GPD TOTAL DESIGN FLOW = 1.5 G GPD ,ice E , 6"0 PVC �,: " / q ` - - / DESIGN HYDRAULIC LE/CHING RATE = 1.5 GPD/SF i \(7 (516)777-4320 FAX: (516)777-4321 (SDR-35) O ® ROE. 8 LF - 6 TOTAL SANITARY FLOW = 210.0 GPD REQUIRED LEACHING AREA - 570.0 GPD / 1.5 GPD/SF = 380.0 SF /J /oi MIN. S-5 PVC (SDR-35) ® / ® PROP. 5 1/4"/FT MIN. ° q KITCHEN FLOW USE 10'0 LEACHING POOL (31.41 SF/VF) EXIST. RRE WELL LF-6"0 PVC REQUIRED DEPTH = 380.0 SF / 31.41 SF/VF = 12.1 VF / / ALL PHASES OF ENGINEERING DESIGN, Cp. (SDR-35) ® q d. PROPOSED CONVENIENCE STORE (WET STORE W/ F000) PROPOSED (2) 10'0 LFACHING POOLS ® 7' EFF. DEPTH): SURVEYING,CODE CONSULTING, PROP. 8 LF - 6"0 'yJ 1/4"/FT MIN. / � WET STORE W/FOOD = 0.12 GPD/ SF x 3,000 SF 360.0 GPD 2 x 31.41 SF / VF x 7 VF - 439.7 SF / �°� p / D / PVC (SDR-35) 0 °o°° AL KITCHEN FLOW = 1/8"/FT MIN. 1`0���1 S-4 °o ZONING ANALYSIS &BID SPECIFICATION 0000°q ° NOTE: SEE SKEET SP-9 FOR SANITARY N/O/F ', ` s ti° ° ° TOTAL HYDRAULIC FLOW PROFILES, ELEVATIONS & DETAILS COPAM REALTY COMPANY/ S-6 ly J ® Q KITCHEN ITARY FLOW =FLOW = 210 0 GPD / ^ • �s,j� ZONE: GENERAL BUSINESS (B) www.HPEng.com S-8/ ° q PROP. UTILITY CROSSING (SEE "UTILITY TOTAL HYDRAULIC FLOW = 570.0 GPD �'Ij / / u po';v USE: McDONALDS RESTAURANT 1 / �' ' CHRI? CROSSING NOTES", SHEET / S ��\N.l a q q ) / �� 9 / )o,<(' i 'oF TAGLIA d PROP. 1/2" SCH. 40 PVC / '0 C/0 C/O ELECTRIC SERVICE / PROP. UTILITY CROSSING (SEE "UTILITY PROP. 6 LF - 4"0 \® �� ,y �j pI - CROSSING NOTES", THIS SHEET) PVC SDR-35 0 J � , " ( ) �. 3�� :� �\i d PROP. 3/4 SCH. 40 PVC /o •� 1 8" FT MIN. ° / / S-3 \ 2- / q yL 1, PIPE (BLOWER LINE) PROP. 7 LF - 4"0 PVC / PROP. CONTROL PANEL MOUNTED TO (SDR-35) 0 1/4"/FT MIN. BUILDING & FUJIMAC 80 RII BLOWER ON CONC. PAD ( PROFESSIONAL ENGINEER -\PROP. CLEANOUT a d ° PROP, i-1 2 . TO GR�Dg WATER METER & "9g \ / / NEW YORK LICENSE No. 078209 !� r'vp CURB BOX (LOCATION % J PER SUFFOLK COUNTY D / LAWRENCE D. 0 BRI PROP. CLEANOUT \ RO •:•` ` ', // PP. 3"0 VENT ' q q WATER AUTHORITY) / EN 70 GRADE.,__., LINE TO TIE INTO B ILDIN VENTIN141 / ° PROP. DRYWELL 0 20 WORK AREA DERAIL 20 O--� � `� � �� •+ \�•D ' o PROP. RPZ IN HEATED PROFESSIONAL ENGINEER SCALE: 1 = 10 C. PAD NEW YORK LICENSE No. 082537 ® e/ \ ENCLOSU E ON CON � / / O / / / / z / UNLESS APPROVED BY ALL AGENCIES HAVING ° 1,�1 / PROP. 1-1/2"0 UNDERGROUND ,L� // JURISDICTION, THESE PLANS ARE NOT TO BE UTILIZED GRAPHIC SCALE J,`��\O� e DOM STIC WATE SERVICE / FOR CONSTRUCTION. OWNER/ CONTRACTOR ARE LEGEND RESPON SIBLE FOR CONFIRMING ALL REQUIRED AGENCY 10 0 5 10 J�\�\ / Z�� % O EXIST. UTILI Y / (ALL ITEMS EXISTING TO REMAIN UNLESS NOTED OTHERWISE) � 'L / APPROVALS HAVE BEEN SECURED PRIOR TO 5 POLE & GUY WIRE 21 / ti`' / COMMENCEMENT OF WORK WHETHER DESCRIBE 0 Q' 6 / THESE PLANS D N IN FEET ° ` ♦ �•y`'p • o• TO EMAIN �^_ , !*\ ti OR OTHERWISE. ( ) � `�� pG PROPERTY LINE 1 inch 10 ft. REVISIONS = FAO D / /( / ti� 116O +�O 011 OVERHEAD WIRES REV NO. DATE RECISION / / / / / 6.\�k0 UTILITY POLE 1 1012412J MISC. REVS 00, PROP °/o / Gj S -� GUY WIRE PFF DRAINAGE `V ® / cro PIPING (TYP.) / - _ EXIST. TEST WELL TO ® INLET //i •D ' O� �. p / j REMAIN (SEE NOTE 9) GENERAL NOTES: SIGN / ::'o` 20 QFF ^� ®' G ' PROPOSED AREA LIGHT 1. PROPERTY OWNER/APPLICANT: p / P c/o c/D AMAC INC. & 535 OLD MAIN REALTY LLC ILO PROPOSED WALL MOUNTED AREA LIGHT P.O. BOX 547 / O +^ / C/o LAUREL, NY 11948 / ;p`L ,rL�•% r / 2. THIS PLAN REFERENCES:A SURVEY PREPARED BY: :``' cro 1� ' C14 PROPOSED CONCRETE PAVEMENT NATHAN TAFT CORWIN III 2/ / / C/o PROPOSED GRASS AREA IN R.O.W. DATED: 8/9/23 �� S _ 3. LOCATIONS OF EXIST. STRUCTURES/ UTILITIES ARE SHOWN PER REFERENCED SURVEY & PROPOSED ASPHALT PAVEMENT IN INFORMATION AVAILABLE AT TIME OF PREPARATION OF THIS PLAN. CONTRACTOR SHALL VERIFY PROP. UNDERGR ND GAS / / ' �� °/O� NYSOOT R.O.W. EXISTENCE, LOCATION AND DEPTH OF ALL STRUCTURES, UST'S, PIPING, DRYWELLS & UTILITIES SERVICE. CONTRACTOR TO AT TIME OF CONSTRUCTION. COORDINATE WITH NATIONAL GRID ro PROPOSED ASPHALT PAVEMENT IN TOWN ' ® ° �- �� 4. ENGINEER NOT RESPONSIBLE FOR CONTRACTOR'S SEQUENCING, PLANNING OR EXECUTION OF 23 R.O.W. THE WORK DEPICTED ON THESE PLANS.. FOR INSTALLATION � I•°e � c/o°/0 / G 1 , -23- - CONTOUR 5. ENGINEER OF RECORD NOT RESPONSISL_E FOR PREPARATION, MONITORING OR REVIEW OF \ + - O ,✓ CONTRACTOR'S SITE SAFETY PLAN. CONTRACTOR ACKNOWLEDGES THAT COMPLETE r v RESPONSIBILITY FOR JOB SITE SAFETY LIES WITH HIMSELF AND THOSE PARTIES UNDER HIS L\ �� / // 23 PROPOSED CONTOUR DIRECTION. N/O/F 6. OWNER/ CONTRACTOR RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY DISCONNECTIONS. • STANLEY J. FLISS JR. PROPOSED DRAINAGE PIPING W/ TO 7. CONTRACTOR TO INSTALL SHORING/ BRACING DURING EXCAVATION AS REQUIRED PER OSHA REP TE i D LOCATION OF WATER /i / °/0 \ ® / ® . FLISS SLOPE DIRECTION STANDARDS. SERVICE & WATER METER TO BE CUT � � • & JANICE M B. CONTRACTOR RESPONSIBLE FOR NOTIFYING/ SCHEDULING INSPECTIONS W/ APPLICABLE AND CAPPED AT PROPERTY LINE AND PROPOSED SANITARY PIPING W AGENCIES. ZONE: GENERAL BUSINESS B / USE: RESIDENCE ( ) THE EDUCATION LAW OF THE STATE OF NEW DRAWINGS PROHIBITS ANY ABANDONED IN P C cro SLOPE DIRECTION PERSON ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE 9. CONTRACTOR TO COORDINATE W/ ENVIRONMENTAL CONSULTANT TO CONFIRM IF EXISTING J ® TEST HO �soe MONITORING WELLS DISTURBED/ REMOVED DURING CONSTRUCTICN MUST BE REPLACED. / ( :": PROPOSED WATER SERVICE ACCOMPANYING SLICENS ATIONS, UNLESS IT IS UNDER THE 10. IT IS THE OWNERS/CONTRACTORS RESPONSIBILITY TO ENSURE ALL REQUIREMENTS / / ( ® DO ® • ,?4 ' DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH _ c/o E PROPOSED ELECTRIC SERVICE ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN STIPULATED WITHIN THE 2020 EXISTING BUILDING CODE OF NYS CHAPTER 15 CODE 2 � AND SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE §1502.1 & THE 2020 BUILDING CODE OF NYS CODE §3307.1 ARE ADHERED TO. / D N �' c/o ® ° M\N•1 cro C/o PROPOSED GAS SERVICE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATIONS. 11, ALL STORMWATER DRYWELLS BEING REMOVED OR ABANDONED IN PLACE MUST COMPLY WITH 'V^ ��p' / USEPA UNDERGROUND INJECTION CONTROL PROGRAM REQUIREMENTS. PROP° o °p (NYS EDUCATION LAW SECTION 7209-2) PROP. SEPTIC SYSTEM. PROPOSED INLET 12. PRIOR TO THE ABANDONMENT OR REMOVAL OF A COMMERCIAL ON-SITE SANITARY SYSTEM, A EXIS . OVERHEAD WIRE 0 BE / 6 a Q DRAINAGE `\ ® s �i�r.�> ° WORKPLAN MUST BE SUBMITTED TO THE DEPARTMENT FOR REVIEW AND APPROVAL. REMOVED (CONTRACTOR TO ��� ® PIPING (TYP.) I i%° G (REFER TO WORK AREA OORDINATE WITH OWNING UTILITY ��� �p ' l�`p\� a N ® PROPOSED SOLID COVER 13. THE EXISTENCE / LOCATION OF SANITARY STRUCTURES HAS NOT BEEN CONFIRMED. ALL •`•' • , q� ON-SITE SANITARY STRUCTURES AND LEACHING POOLS SHALL BE REMOVED, ABANDONED, OR COMPANIES FOR REMOVAL) / D` , �c/o°/o L�i'� > DETAIL THIS SHEET) REPLACED MUST BE PUMPED EMPTY AND HAVE A SAMPLE COLLECTED FROM THE BOTTOM • �. ° TEST HOLE TEST HOLE LOCATION (SEE "TEST Zl� / J / �\� G DRA NRAGE . y �¢? 4 °° HOLE DATA", SHEET SP-2) SEDIMENT OF THE LEACHING POOL. THE BOTTOM SEDIMENT SAMPLE MUST BE ANALYZED FORa° ' VOLATILE ORGANIC COMPOUNDS (VOC'S) BY THE EPA METHOD 8260, SEMI-VOLATILE ORGANIC / • PROP. DRYWELL c PIPING (NAGE > ro COMPOUNDS (SEMI-VOC'S) E EPA METHOD 8270, AND 8 RCRA METALS BE EPA METHOD D / ( \ a / e p UTILITY CROSSING NOTES: IF R E A NEW RE STATE DEPARTMENT OF HEALTH CERTIFIED LABORATORY TO DETERMINE / s �0 22 O �/ TYP.) e S' IF REMEDIATION IS REQUIRED PRIOR TO FINAL CLOSURE AND BACKFILLING THE LEACHING POOL D RECEIVED WITH CLEAN SAND. OO �O4'ON;1�' Q, ,' f' °° , 1. THE CROSSING OF WATER AND SANITARY LINES SHALL BE AS FOLLOWS: _ / >D \�1 • ��f / �J �� 1.1. SANITARY LINES SHALL BE LAID BELOW THE WATER LINE WITH A SEPARATION OF AT LEAST EIGHTEEN ; OCT 31 2023 A f ✓� • INCHES BETWEEN THE BOTTOM OF THE WATER LINE AND THE TOP OF THE SANITARY LINE; AND �'L O ° ����. \ �G O�j O 5 , ;. `Op •ero � 1.2. SANITARY LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT of CROSSING. �w a ' , g04��1 C�� ��4, Planning Board O 2. WHEN LOCAL CONDITIONS PREVENT PLACEMENT OF THE WATER LINE ABOVE THE SANITARY LINE, THE Southold Town // / � 1.ti OO �, a y0 � 4 � Cj� Off• 00 1 FOLLOWING ADDITIONAL CONDITIONS APPLY. � / • cro GOB Q �ti0 �C�� �1G� Y l 21 in ' . . A VERTICAL SEPARATION OF AT LEAST EIGHTEEN INCHES SHALL BE PROVIDED BETWEEN THE BOTTOM O 5� �1tiO¢ p�C Rl °ro H- OF THE SANITARY LINE AND THE TOP OF THE WATER LINE; AND �� ' U 2.2. WATER LINE JOINTS SHALL BE AT L ` 1S �ti 4 ZSi p Q o EAST TEN FEET FROM THE POINT OF CROSSING; AND GO�a cro w 2.3. SANITARY LINES SHALL BE CONSTRUCTED OF MATERIALS AND JOINTS THAT ARE IN ACCORDANCE WITH WATER MAIN'l`\ ° 1� ° ° ° °% O °a POGO��\�`� < • 3 WATER TIGHTNESS PRIOR TOSBAOCKFILOLINGRUCTION AND SHALL BE PRESSURE TESTED TO ASSURE • D a FE `�. - SITE A JDDRESS 0 -22 3. ALL EXISTING AND PROPOSED UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR/ • / a, °/ • 24 \ / cro . cV o ALL UTILITY COORDINATION, INCLUDING FILING APPLICATIONS AND DETERMINING POINT OF ENTRY WITH PROPO SED CONVENIENCE STORE APPROPRIATE UTILITY COMPANY. o WITH FILLING STATION 4. IF GREATER SEPARATION IS REQUIRED/ RECOMMENDED BY OWNING UTILITY COMPANY, SAID COMPANIES / / • ° 0 O O ° / t ( N RECOMMENDATION SHALL DICTATE. 7400 MAIN ROAD •� PROP. % Q /°° ° ° y to E DRYWELL • °a• ° ° , \/. °/ ✓/ 5. IN NO EVENT SHALL WATER LINES BE INSTALLED SHALLOWER THAN 4' BELOW GRADE. MATTITUCK, �- (TYP.) a OQ °° ° a E E E E E 23 E E - °/°� 6. IF SITE CONDITIONS PROHIBIT THE ABOVE SEPARATIONS, CONTACT ENGINEER OF RECORD IMMEDIATELY IN TOWN OF SOUTHOLD • / 23 . . E . . WRITING. SUF FO LK CO UNTY, NY 11952E . .� 2s�87.22' ;S ` SCDHSAPPROVAL7 14'S0" W S8 DISTRICT. 1000 BLOCK: 07 -D+ 3 'PROP. UNDERGROUND 24 GROUND` ELECTRI C & 23 o za` :- T . `: : : : :•:•:`:•:•:':•:•.`.'.•.•.'.•.•:': :':': SECTION: 122 LOTS: 1 & 3.2 --�- , `TELECOM E . . .•/ _ SERVICES. CONTRACTOR TO . . . °� 22 Zg �, a ,COORDINATE WITH OWNING UTILITY CALF AS SHOWNHPE �� / .COMPANIES 23 �"� EMP021-01 FOR INSTALLATION) +i -'--+ DATE. 10/9/23 DWG EMPO �=_ N Y LD CHECKED BY. LC '�� EXIST. MANHOLE TO RA W ° D / / /1 .� REMAIN (VA.F.) D • / I- q'bo �..►� "�� EXIST. UTILITY POLE 115�,, TITLE. .' ,„1,. TO REMAIN -� ../ ' D EXIST. OVERHEAD WIRES TO BE 0 REMOVED (CONTRACTOR TO TRAFFIC FLOW ,+ COORDINATE WITH OWNING UTILITY SEPTIC I� EXIST. MONITORING COMPANIES FOR REMOVAL) D' Safe1 . UTILITY/ �O / !-�• (TYP.-WELL SEE EN01 E 9) OLD MAIN ROAD g eV� ���' �� • :. ` C� /' � (TOWN JURISDICTION) SYSTEM PLAN TRAFFIC FLOW GRAPHIC SCALE SHEET NO. 20 0 10 20 befolt: you i ( IN FEET ) 1 inch = 20 ft. REV. 1 OF 9 MIN. PLYWOOD 48"x24' 8' D.C. SILT FENCE/ FILTER FABRIC 10' (MIN.) _ PAINTED WHITE TYP. WOOD OR METAL 3 FENCE POST 1 CONSTRUCT SILT HIGH ".STAKE (TYP.) ° ° BLACK LETTERS FENCE AROUND I I I I I I I CONCRET B - - B ° WASHOUT 0.5" LAG PERIMETER OF SCREWS DIRECTION OF f f f SLOPE TYP.)X STOCKPILE w SURFACE RUNOFF PLAN _ _ POINT r� WOOD POST \j NUT EMPORARY CONCRETE WASHOUT FACILITIES j 3"x3"x8' WOOD OR METAL FENCE POSTS 10' '� I y 43- SHOULD BE LOCATED A MINIMUM OF 50 FT. - - \� \�\�\�\ \/ APPROVED FILTER FABRIC MEETING SPACED 8'-0" O.C. (METAL FENCE ��`/� /,`/i /, �`/�/% N.Y.S. SPECIFICATIONS (3'-0" WIDE) POSTS OR APPROVED EQUAL TO BE MIN. ENGINEERING FROM STORM DRAIN INLETS. LOCATION TO - - INSTALLED IN ASPHALT PAVEMENT)AY O BE IDENTIFIED BY CONTRACTOR. 2. ONCE CONCRETE WASTE IS WASHED INTO 1 1 1 1 I (WHERE REQUIRED) TEMPORARY SOIL STOCKPILE DETAILS THE DESIGNATED AREA AND ALLOWED TO 10 MIL PLASTIC `1_AREA OF FLOW HARDEN, THE CONCRETE SHOULD BE N.T.S. LINING DISTURBANCE �---- 1860 WALT WHITMAN ROAD BROKEN UP, REMOVED, AND DISPOSED OF CONCRETE WASHOUT _ OFF-SITE. CONTRACTOR TO DISPOSE OF STRAW BALE N � �'1 HARDENED CONCRETE ON A REGULAR BASIS. ( ') SIGN DETAIL 2"-3" CLEAN STONE _\ 1• ° �O SUITE 600 3. THE CONCRETE WASHOUT SIGN SHALL BE to �u MELVILLE,NY 11747 INSTALLED WITHIN 3OFT. OF THE TEMPORARY PLAN (OR EQUIVALENTI 6" o o CONCRETE WASHOUT FACILITY. S s `� (516)777-4320 FAX: (516)777-4321 4. PLASTIC LINING MATERIAL SHOULD BE A STAPLES 10 MIL PLASTIC DIG. 6" WIDE AND 6" DEEP TRENCH,-.-I I EXISTING STORM / �0 MINIMUM OF 10 MIL POLYETHYLENE (2 PER BALE) LINING BURY BOTTOM 1'-0" OF FILTER iv UNDISTURBED O O O O SHEETING AND SHOULD BE FREE OF HOLES, BINDING WIRE 2" FABRIC, TAMP IN PLACE GROUND GRATE O O 0 O CLOSURE SEWER VELCFO J ` ` / �� _ ALL PHASES OF ENGINEERING DESIGN, TEARS, OR OTHER DEFECTS THAT / �' x''�'� COMPROMISE THE IMPERMEABILITY OF THE STRAW BALE SECTION SURVEYING,CODE CONSULTING, MATERIAL. NATIVE MATERIAL 1. PLACE SILT FENCE AT LOCATIONS AS SHOWN. '•'` t° 9 5. WASHOUT FACILITIES MUST BE CLEANED, CR (OPTIONAL) i / F ZONING ANALYSIS &BID SPECIFICATION 1/8" DIA. 2. THE SLOPE OF THE LAND FOR AT LEAST 30 FEET ADJACENT TO ANY SILT FENCE SHALL NOT i F Fo �0 NEW FACILITIES MUST BE CONSTRUCTED WOOD OR METAL STEEL WIRE EXCEED 5%. AND READY FOR USE ONCE THE WASHOUT 3. SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS THE FENCE AROUND THE SIDES. LIFT STRAPS PROP. SIGHT ( IS 75% FULL. STAKES (2 PER BALE) 4. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY. USED FOR EASY I / �� www.HPEng.com VISIBILITY LINE / 5. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE MOVEMENT AND I �� CB p g SECTION B-B STAPLE DETAIL DIRECTED BY THE AGENCY HAVING JURISDICTION INSPECTION OF &. F , (TYP.) PROP. SILT �� ► N M 6. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY UNIT ► N N N SIX (6) INCHES AND FOLDED. FENCE (TYP.) 1 /,� �' H PROP. GRASS CHRIS �.�F 13TAGLIA WASTE CONCRETE MANAGEMENT AREA DETAILS SILT FENCE DETAILS ® / >t > _ N.T.S. N.T.S. �p 9 TP AREA (TYP.) tiro G;, (ITEM 2os.02000010 STORM DANDY BAGS J ` J/ '' / `SEWER ,r �i1 Gp EXISTING GRATE PROP. GRASS AREA (NYSDOT ���� �`� ° ` ' " ti ` 2"X4" WOOD FRAME 50° MIN. =I �2Y3 # .I I=III # ) ( �� FA ° ITEM 610.16010020 TURF PAVEMENT a' S• I-I I b III-_ ESTABLISHMENT) (TYP.) / • *� tT1 _ ! , STAKE NOTES: D. _ . o ., e .. 1. STONE SIZE-USE 2"-3" CLEAN STONE OR EXISTING FILTER MOUNTABLE BERMd' \\\ W FABRIC RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. GROUND CLOTH (OPTIONAL) o D -- PROP. INLET 2. LENGTH- NOT LESS THAN 50 FEET PROFILE 0000 'l PROTECTION f, PROP. LIMIT OF 3. THICKNESS-NOT LESS THAN (8) INCHES / os °` \ VEGETATION - IL1 I o0 4. WIDTH-TWELVE (12) FOOT MIN. BUT NOT LESS z �- . a000 19 PROP. PROFESSIONAL ENGINEER IL 1� ll oa THAN THE FULL WIDTH AT POINT WHERE DANDY BAG / °° ° MULCH / NEW YORK LICENSE No. 078209 ¶�P11101n1-111 °a INGRESS OR EGRESS OCCURS. TWENTY-FOUR O °° z AREA / LINE OF EXIST. (24) FOOT IF SINGLE ENTRANCE TO SILT. INLET PROTECTION DETAIL / ;°/ FA / PROP. TREE DENSE I�EGETATION , CLOTH-WILL BE PLACED 1� PROTECTION LAWRENCE D. 0 BRIEN DROP INLET BURIED FABRIC 5 AIREARP PRIOR TO PLACING STONE.OVER THE ENTIRE =III z N.T.S. ° TO REMAIN WITH GATE 6. SURFACE WATER- ALL SURFACE WATER FLOWING EXISTING - EXISTING PROP. SILT / / / FENCE .� tk FRAME OR DIVERTED TOWARD CONSTRUCTION GROUND -III- PAVEMENT PROTECTION AT P / N..) ENTRANCE SHALL BE PIPED ACROSS THE -III- N ENTRANCE. IF PIPING IS IMPRACTICAL. A j-:1 / INLET (ITEM ° 20 �- MOUNTABLE BERM WITH 5:1 SLOPES WILL BE _� 141 B) (SEE PERMITTED. 20 O DETAIL ON PROP. MULCH z 7. MAINTENANCE - THE ENTRANCE SHALL BE / AREA TYP.III PLAN VIEW P SHET SP-6) <� (TYP.) / MAINTAINED IN CONDITIONS WHICH WILL PREVENT 0 GATHER EXCESS TRACKING OR FLOWING OF SEDIMENT ONTO ,,� ® �. �� AT CORNERS I I I I I PUBLIC RIGHT-OF-WAYS. ALL SEDIMENT SPILLED, GF GJ1 ` 8 8H DROPPED WASHED OR TRACKED ONTO PUBLIC vRFP p o �, NOTES; RIGHT-OF-WAYS MUST BE REMOVED ® IMMEDIATELY. ,ZP O��G MIN 1� OJ 1. FILTER FABRIC SHALL HAVE AN EOS 01 40-85. BURLAP MAY 8. WHEN WASHING IS REQUIRED, IT SHALL 8E DONE Q ��� 21 / ,Lg / :• PROP. SILT BE USED FOR SHORT TERM APPLICATIONS. CJ• PROFESSIONAL ENGINEER ON AN AREA STABILIZED WITH STONE AND / 2 CB 6 / FENCE (TYP.) 2. CUT FABRIC FROM A CONTINUOUS ROLL_ TO ELIMINATE JOINTS. IF WHICH DRAINS INTO AN APPROVED SEDIMENT `y O ,• `L k NEW YORK LICENSE No. 082537 JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 8" MINIMUM TRAPPING DEVICE. O � � � .,•. ,�, 3. STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE O� �� / /.� '�' F� UNLESS APPROVED BY ALL AGENCIES HAVING METAL WITH A MINIMUM LENGTH OF 3 FEET. SHALL BE PROVIDED AFTER EACH RAIN EVENT. 2"-3" CLEAN STONE cd O F� / ,LO ® / �' O JURISDICTION, THESE PLANS ARE NOT TO BE UTILIZED 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A 10. CONTRACTOR TO ENSURE THAT THE TRACKING GEOTEXTILE UNDERLINER N PF\ tit / ;4 Np FOR CONSTRUCTION. OWNER/ CONTRACTOR ARE MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED PREVENTION REMAINS EFFECTIVE DURING ALL `L �� a T' `L S RESPONSIBLE FOR CONFIRMING ALL REQUIRED AGENCY WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. CONSTRUCTION PHASES. CONTRACTOR TO TRACK oya ° 2 PO / '`' � ` 4j� gL� APPROVALS HAVE BEEN SECURED PRIOR TO 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUNE AND PADS AS NECESSARY. ISOMETRIC VIEW F� / a ° Gj �, COMMENCEMENT OF WORK, WHETHER DESCRIBED ON BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. O PFF�O ' N ® ° 22 O // THESE PLANS OR OTHERWISE. 6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST �� v REVISIONS OF THE FABRIC FOR OVER FLOW STABILITY. CONSTRUCTION ENTRANCE DETAILS / FILTER FABRIC DROP / REV N0. DATE REVISION INLET PROTECTION DETAIL N.T.S. 1 1012412J MISC. REVS O / �`\ e x. N.T.S. .O Vv I "'. Cp AREA OF SITE STANDARD GRASS SEED MIXTURE / -: `5tio�� do PROP. GRASS - 23 TP N CONSTRUCTION VARIETY POUNDS/ POUNDS/ j (TYP / AREA . e AREA WITHIN PROTECTION ACRE 1.000 SF 2T : 1 +A, ,. / _ PROP. '» `- ZONE/ TREE DRIP LINE FENCE BIRDSFOOT TREFOIL EMPIRE/ PARDEE 8 0.20 O `_- MULCH AREA TO FOLLOW TREE DRIP LINE (TYP.) OR 6" FROM TRUNK- WHICH OR e� i EVER IS GREATER 4' WOOD & COMMON WHITE COMMON �� WIRE SNOW FENCE W/ STEEL CLOVER 8 0.20 �` oao % , 23 STAKES 18" O.C. PLUS o PROP.SIGHT �_-- Vol - TALL FESCUE KY-31/ REBEL 20 0.45 e / WOOD & WIRE SNOW PLUS VISIBILITY LINE ti ® N/0/F FENCE USED AS TREE GUARD TO PREVENT REDTOP COMMON 2 0.05 TYP. 21 00 ^ // ° STANLEY J. FLISS JR. DAMAGE FROM CONST. OR yQ °o°o o �+ ® ° ;C v EQUIPMENT. 1 �` T000000000°o PROP. DANDY / PROP. & JANICE M. FLISS _ AREA WITHIN TREE RYERENNI PENNFINE/ LINN 5 0.10 ^�O ' `�� �� `' ° ° (TYP.) ° / ° ` ` CURB BAG <a LANDSCAPE ,, , ZONE: GENERAL BUSINESS (B) (PERENNIAL) e� SWALE '., � USE: RESIDENCE PROTECTION ZONE TO _ REMAIN UNDISTURBED °°°ge • `r0 FA OO DURING CONSTRUCTION �• N TREE DRIP LINE/ TREE - 2J (D ° PROP. GRASS PROTECTION ZONE , ' - -- --- e `b^° �•y , � °o ° AREA (TYP.) -�-- 4' WOOD & / rLCO� ° °000 O� °,i �- } THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY WIRE SNOW o00oo O ° ,�^ d `" ° ' a PERSON ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE FENCE W/ STEEL oo ( ) c ACCOMPANYING SPECIFICATIONS, UNLESS IT IS UNDER THE ° ° f' ' DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH STAKES 8' O.C. FA ° °° / °a • a ° ' ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN / a ® PROP. CONSTRUCTION / ° AND SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE PROP. GRASS AREA (NYSDOT . , �, ° N SYMBOL LEGEND. ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATIONS. OFFICE TRAILER / �/° NYS EDUCATION LAW SECTION 7209-2) TREE PROTECTION DURING ITEM #610.16010020) (TURF a MATERIAL EQUIPMENT °,- ° �?:""� ( SITE CONSTRUCTION ESTABLISHMENT) (TYP.) / o a 22 -� OO �,� 1 STAGING AREA ° S� ��� > ° , a° ,.j '` (ALL ITEMS ARE EXISTING TO REMAIN UNLESS OTHERWISE NOTED) N.T.S. O `� ° , �. 5 �� �� /�, ���° SYMBOL DESCRIPTION ® PROP. PROP. STANDARD CLAMPS ` 2 PO CONC. PROP. PORTABLE CURB INLET " ORANGE SNOW FENCE `d / a °WASHOUT CONSTRUCTION SANITARY O�P��� °a ° '� p4 '�1 �y4 ENTRANCE N a 44 �� 04 �' o0 1 ` O SOLID MANHOLE COVER (MAX.) FACILITY '.,�, �' �p� 0 � o �o��o �o� ,< DECEIVED ( ) / / .°a p� �004 o��1y5� , INLET GRATE - - -- a Q o w OCT 3 _1 2023� ST4NDARD / ° 2 CB °° PROP. SOIL ° \ G`;�GG� < o PROPOSED INLET PROTECTION SCAFFOLD POLES a -� I ° ° STOCKPILE AREA \ a < ° �� /v Southold Town W/ SILT FENCE El PROP. g gH t_ PROP. TREE o - = PROPOSED SILT PROTECTION Plannin 22/ MULCH 24 PROTECTION `� (SEE DETAIL ON SHEET SP-6) g Board AREA . ° ` �e FENCECo \ I ' o PROPOSED SILT FENCE PROP. GRASS PROP. LIMIT OF o o GRADE ° ° ry'1 / ° ° o, _ D 0° , 8 BH AREA (TYP.) '� u > VEGETATION N T PROPOSED TREE PROTECTION FENCE �i�i\\��\��\`'>7777��\�� \��\��\\/� / PROP. INLET PROP. SILT ° N / a / / / / / ° \/< 16 TP SITE ADDRESS PROTECTION FENCE (TYP.) 0 LINE of EXISr. PROPOSED CONSTRUCTION ENTRANCE a 3 ° a 23 ` °°a r.tr �� !� � 't} 1 . ;A� DENSE VEGETAITON a d -P; 4 5,N fi TO REMAIN PROPOSED CONVENIENCE STORE °o to / 23 5 T> fs� �a �' r I °*$.°�r w �. - PROPOSED GRASS AREA IN R.O.W. WITH FILLING TREE PROTECTION FENCE / L „' � .� ~J.!:.,f r�,x., - `., - , >,�y ., �.� I STATION R N.T.S. �� I S 14' W :S 8 8 00 W ACT. - 25 PROP. GRASS / ,; Q, �,_ 197:1`4'` ` ` 2 CB- :`z`` �:. 24 REFER T HE - 7400 MAIN ROAD 3 OS ETSP7 AREA TYP. : .� .-="-•-. . . . . . . . . . . . . . .`. . .`. .`. . . . . ,. (TYP.) 3 3 �` �.�.�• MATTITUCK ,. , '1 =0 : �y. FOR LANDSCAPE DETAILS TOWN OF SOUTHOLD 13 �1a I °'' <. SUFFOLK COUNTY, NY 11952 : •.�• I ``` PROP. :;� L------ �• PROP. GRASS ' PO SWA ECAPE LANDSCAPE NOTES: DISTRICT: 1000 BLOCK: 07 ' ' 1 30' (TYP.) AREA TYP. LANDSCAPE CONTRACTOR L.C.) SHALL BE RESPONSIBLE FOR LOCATING ALL PLANT MATERIAL NOTES: '-` 7`•`•` �J (TYP.) ( 1. ALL NEW SHRUBS SHALL HAVE A FULL HEAD THAT COVERS THE CAN DIAMETER AND A SECTION: 122 LOTS: 1 & 3.2 k ��� 2 . � ••,•:-:•:b-:•:• �, ,•,- �� _ UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. L.C. SHALL FAMILIARIZE HIM/ '`o 1 50 •i-/• HERSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH THE MINIMUM OF 3 STEM/ BRANCHES. SCALE.' 1" = 20' HPE SAME. 2. ALL SHRUBS SHALL BE PLANTED A MINIMUM OF 2 FT. FROM THE EDGE OF CURBS, # EMP021-01 1. L.C. SHALL REMOVE ALL DEBRIS FROM PROPOSED PLANTING BEDS. ALL SIDEWALKS, ROADS, AND PLANTING BED EDGES UNLESS NOTED AS DIFFERENT ON PLANTING ` 1`PO PROP. SIGHT TRAFFIC FLOW OW REMAINING VOIDS SHALL BE FILLED WITH CONTROLLED CLEAN FILL; THE PLAN. DATE. 10/9/23 DWG ' EMP021-01-SP.1 FINAL 8 INCHES SHALL BE SCREENED TOPSOIL. 3. PLANTING SHALL NOT BE DONE IN SOIL THAT IS EXCESSIVELY MOIST OR OTHERWISE IN A OR WN Y Lp CHECKED BY. LC VISIBILITY LINE 2. L.C. IS RESPONSIBLE FOR ANY DAMAGE TO THE SITE OR ADJACENT CONDITION NOT SATISFACTORY FOR PLANTING IN ACCORDANCE WITH ACCEPTED HORTICULTURAL ' (TYP.) PROPERTIES CAUSED BY WORK OPERATIONS AND SHALL MAKE AND REPAIRS PRACTICE. O L D M AIN ROAD OR REPLACEMENTS AT NO COST TO THE OWNER OR ADJACENT PROPERTY 4. ALL PLANT MATERIAL SHALL BE TRUE TO TYPE AND SPECIES SHOWN ON PROJECT PLANS AND TITLE.' ::: =': : PROP. MULCH OWNERS. AT LEAST ONE PLANT IN EACH GROUP OF PLANTS OF THE SAME SPECIES DELIVERED TO THE TOWN JURISDICTION) 3. THE L.C. SHALL BE RESPONSIBLE FOR WATERING ALL PLANT MATERIAL PRIOR PROJECT SITE SHALL BE TAGGED WITH A WEATHERPROOF LABEL STATING BOTH BOTANICAL AND AREA (TYP.) ( COMMON NAME OF THE PLANT. ``y ` PLANTING LIST TRAFFIC FLOW TO THE INSTALLATION OF AN IRRIGATION SYSTEM. LANDSCAPE/ ��T� q �� 4. AN IRRIGATION SYSTEM SHALL BE OPERATIONAL PRIOR TO LAWN 5. NO SUBSTITUTION OF SPECIES AND/ OR SIZES OF SPECIFIED PLANTS SHALL BE MADE UNLESS 1�I n / Mature INSTALLATION. EVIDENCE IS SUBMITTED TO THE LANDSCAPE DESIGNER IN WRITING SHOWING THAT THE PLANTS :- :-:•` QuantitySymbol Botanical Name Common Name Size Spacing 5. ALL NEW PLANT MATERIAL SHALL BE GUARANTEED BY THE L.C. FOR A IN THE SPECIES, QUANTITY, AND/ OR SIZES SPECIFIED ARE NOT AVAILABLE ® �g® T T Height PERIOD OF ONE YEAR AFTER ACCEPTANCE BY THE OWNER. L.C. SHALL 6. SUBSTITUTION OF A LARGER SIZE OF THE SAME SPECIES MAY BE MADE BY THE L.0 WITHOUT 1 1\y� 1 GAL 25' O.C. 50'-60' GRAPHIC SCALE REPLACE ANY PLANT MATERIAL 50% OR MORE DEAD AFTER ONE YEAR AT NO WRITTEN APPROVAL. HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL 6 PO 70 PICEA ORIENTALIS ORIENTAL SPRUCE zo 0 10 20 COST TO THE OWNER. COST OF THE PLANTS OR ADDITIONAL PLANTING COSTS. 6. L.C. SHALL COLLECT AND DISPOSE OF ALL DEBRIS GENERATED THROUGH 7. TREE STAKES SHALL BE DRIVEN 24" INCHES MINIMUM INTO FIRM UNDISTURBED EARTH; DO 0 T m� ®� PLAN 7 CB CARPINUS BETULUS 'FASTIGIATA' HORNBEAM 15 GAL 20' O.C. 30'-40' THE COURSE OF NORMAL WORK AT THE END OF EACH WORK DAY; SITE NOT DRIVE STAKES THROUGH ANY PART OF THE ROOT BALL. 1 �I 1 SHALL BE MAINTAINED AND KEPT FREE OF ANY POTENTIAL HAZARDS TO THE 8. ALL TRANSPLANTS THAT CANNOT BE RE-PLANTED IMMEDIATELY SHALL HAVE ITS ROOT BALL 48 TP THUJA PLICATA GREEN GIANT 25 GAL 7' O.C. 40'-60' OWNER AND GENERAL PUBLIC. BALLED, BURLAPED, AND PROTECTED WITH MOIST MULCH. 9 7. LANDSCAPE DESIGNER IS NOT RESPONSIBLE FOR PLANT MATERIAL LONGEVITY. 9. ALL PLANT MATERIAL SHALL BE HEALTHY, FREE FROM PESTS AND DISEASE, AND BE NURSERY SHEET BOXWOOD 'GREEN ( IN FEET ) 8. TEASE ROOT BALLS OF CONTAINER GROWN PLANT MATERIAL IMMEDIATELY GROWN. THE LANDSCAPE DESIGNER RETAINS THE RIGHT TO REJECT ANY UNSUITABLE PLANT 25 BH 0�r, BUXUX HYBRID MOUNTAIN' 7 GAL 3' O.C. 3'-5' 1 inch = 20 ft. PRIOR TO PLANTING. MATERIAL AND SHALL BE REPLACED BY THE L.C. AT NO EXTRA COST TO THE OWNER. 9. USE OF THE ROOT ZONE SURROUNDING EXISTING TREES TO REMAIN IS 10. ALL PLANTING BEDS TO BE MULCHED W/ 2" SHREDDED BARK. °o°o°o° PROHIBITED AND SHALL BE FENCED OFF FOR THE DURATION OF THE FA ° o o 11. ALL PLANTING BEDS TO RECEIVE 6" OF SCREENED TOP SOIL PRIOR TO PLANT INSTALLATION. a -- o°o --- FLOWERING ANNUALS -- -- - PROJECT. 10. EXISTING TOPSOIL ON SUBJECT PROPERTY SHALL NOT BE REMOVED & SHALL 0 NOTES: 1. All planting beds to receive a minimum 8" layer of screened topsoil. BE REUSED/ RECLAIMED ON-SITE W/ IN PROPOSED LANDSCAPE AND GRASS 2. Planting beds are to receive 2" layer of shredded cedar mulch. AREAS. REV. 1 OF 9 LIGHT FIXTURE HIGH POINT N + ENGINEERING MOUNTING ARM a .0 0 1860 WALT WHITMAN ROAD o ,r 0.0 0.00 0.00 SUITE 600 x _ E Lj POLE '' Y; ° N/0/F MELVILLE,NY 11747 o +0. 0 +0.0 J'o`r,(JO 0.00 0.00 COPAM REALTY COMPANY (516)777-4320 FAX: (516)777-4321 �so* + USE:ZONE: BUSINESS McDONALDS RESTAURANT ALL PHASES OF ENGINEERING DESIGN, 01 0.02 0.01 0. ono�,.00 0.00 SURVEYING,CODE CONSULTING, w WALL MOUNTED LED LIGHT FIXTURE F��o ZONING ANALYSIS &BID SPECIFICATION .� N.T.S. 0.00 +0.00 +0.04 0.04 +0.00 0.00 0.00 LITHONIA LIGHTING MODEL #:WSQ_LED_1_10A700_30K_SR2_MVOL `` PROP. SINGLE FIXTURE LED www.HPEng.com HOE WITH AND (MOUNTED AT 1 O'H) AREA LIGHT W/ SHIELD ® 14'H COVER 1.34 5. 6. 0.15 OQC 0.00 0.15 +0.02 0.00 0.00 0.00 +0.00 CHRIS M. .AARTAGLIA CONDUIT STUB-UP / '\\ 0 F FACE OF FIXTURE TO BE GROUT ALIGNED WITH BACK OF CURB WHERE PossleLE +4.66 + . 0 4 +6. + 0.03 .00 0.00 0.01 +0.00 0.0 0.00 0.00 RADE CONCRETE CURB \\\\\\\j\\\ \\\\\\\\\\\\\ 97 67 3.65 +5.36 +6. + 5 0.01 \ 0.00 0.02 +0 0 0.00 0. 0 0.00 0.00 / TYPICAL POLE FOUNDATION 4,000 PSI CONCRETE16 ` _ '• / `� 'a ° 0 0.02 0. 9 .03 5.38 1.75 4.19 '43' 4. 0.02 .00 0.00 0.00 O # �Q 0.00 �00 8 2 TIES 0 12" O.C. 01 c' / \ PROFESSIONAL ENGINEER + .04 .04 0.04 0.05 0.29 .05 4.72 2.71 1.00 1.89 5.11 + A2 0.00 0.00 +0.00 +0.00 + .00 +0.00 NEW YORK LICENSE No. 078209 (8) #6 VERTICAL ONE o PROP. SINGLE FIXTURE LED AREA PROP SINGLE FIXTURE LED 1'0 x 36" LONG GALVANIZED � AT EACH CORNER LIGHTS W/ SHIELD 0 14 H -,AREA LIGHT W/ SHIELD 0 14 H ' 2•_6� CANOPY LED LIGHT FIXTURE LAWRENCE D. O'BRIEN ANCHOR W/ 4" HOOK N.T.S. O 0.07 0. 0.08 0.08 0.28 + .5 4.16 2.70 +2.11 1.39 0.47 2.41.44 54 0.01 0.00 0.00 0.0 0t"00 0.00 +0.00 AREA LIGHT DETAIL LSI MODEL #:GRUB-SC-SS-30 \ \� (MOUNTED AT 15'H) \ N.T.S. + i +0.15 0.17 0.40 �7. �1.68 +3.84 0.52 0.12 +0.45 0.37 2. 8 6�70 0\ 0. 0.00 0 0 0.00 0.00 +0.00 O \ \ ® O + .14 .19 0.2 +0.33 li�96 + .95 5.73 4.06 0.87 0.20 0.17 +0.40 + .44\ 2.12\\4.00 \+ 'l 0.01 .00 0.00 0.00 +0.00 0.1 0. 0.24 0.36 0.53 0.99 2.35 4.26 1.87 0.75 0.41 0.82 2.03 2\20 0��2 l.�y�.42 0. 0.00 0.00 0.00 PROFESSIONAL ENGINEER � - �C� `��p0� \ \ �// pG'�• NEW YORK LICENSE No. 082537 +0 3 + 0.29 10.44 0.72 1. 2.21 3.23 3.04 1.93 1.25 +2.96 5. 5.71 \+4.29 \0.1 //0. ��O 32 + 5 + U 0.00 0.00 \ \ �' UNLESS APPROVED BY ALL AGENCIES HAVING PROP. SINGLE FIXTURE LED y O cd G F \ \ / / 4k JURISDICTION, THESE PLANS ARE NOT TO BE UTILIZED AREA LIGHT W/ SHIELD 0 14'H / '� FOR CONSTRUCTION. OWNER/ CONTRACTOR ARE + + + + + + °�I� N + + RESPONSIBLE FOR CONFIRMING ALL REQUIRED AGENCY 15 .22 0.33 0.51 0.85 0 2.86 5.45 9. 9.51 5.15 4.30 6. 8 5\�2 2.9\ 0/,k3 0.09 17 �j CI �' 0.00 0.00 S g'L APPROVALS HAVE BEEN SECURED PRIOR TO Z COMMENCEMENT OF WORK, WHETHER DESCRIBED ON _` \ // THESE PLANS OR OTHERWISE. 0.1 0. 0.25 0.37 0.58 0.97 1.69 3.13 16.48 .83 �,21.58 .62 12.01 6.86 .68 i 0�-.85- p 20 0.1 +0.00 10.00 +0.00 REVISIONS REV NO. DATE REVISION 0 �1 P 0.28 0.43 0.68 1. 1.96 3.70 6.59 2.6024.31 2 9 03 5.59 4.98 .38 0.�9 0.21 0.1 0 0 0.00 1 10124123 MISC. REVS o F ° 10 .a � 22 0.33 0.50 0.80 4 2.32 4.10 8. 15.35�.36 24.� 27. 18.00 9.23 3.30 _ 1.16 0.4�f 0.27 0.1 co0 0 0.00 �° LED AREA LIGHT FIXTURE N.T.S. ° + + + + + + 0.1 0. 0.25 + + + + + + + + + + + + +0.39 0.60 0.96 1.60 2.87 5.51 3 14.07 24.79 22.57 1 5 15.66 8.79 4.19 1.8 0.93 1.09 0.57 0.2 0 0.00 LSI MODEL #:SLM-LED-09L-SIL-2-30-70CR1-IL (SHIELD) 3.110 0.27 0.45 0.73 1. +2.01 3.54 6.10 2.1� 20.06 32 20.35 + .95 10.92 6.26 3.6r% .15 43 3. 1 3.34 1.68 +0. 1 00 0.00 o y ° / 1.84 1.36 6 14 0.60 0.87 4 2.65 4.49 8. 13. 7.17 25166 21. 12.58 9.46 5.31 2 2 4.17 60 3 3.59 0.15 0. 00 0.00 N101F STANLEY J. FLISS JR. VNI, & JANICE M. FLISS 0.15 +3.4 4.04 4.60 + .89 + 1.83 3.56 6.62 + .q0 16.44 24.95 19.92 1 2 +15.54 �1.40 +3.94 2. 1.9 +4.3 82°a %`0 0.86 0.14 0.07 0. + 0.00 ZONE: GENERAL BUSINESS (B) PROP. SINGLE FIXTURE LED USE: RESIDENCE `° ' � AREA LIGHTS W/ SHIELD 0 14'H 0� ° 0 2 2. 11.6 6.20 7.08 � .97 4.19 8.27 5.10 21.5 .21 24.04 .53 10.51 6.40 3.51 2.05 .09 3 .1.28 4.85 0. 9 0.16 0.08 0.05 0. .00 0.00 �y PROP. SINGLE FIXTURE LED AREA LIGHT W/ SHIELD 0 14'H .02 .02 0:0 0.25 36 � .80 4.73 � .41 11 +18 22.85 28,13® 21. 14.20 10.71 5.42 2. 7 1.8 1.8 1. 1.23 0.40 0.09 0.04 0. 3 .00 0.00 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY a ' PERSON ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE % ' a ACCOMPANYING SPECIFICATIONS, UNLESS IT IS UNDER THE r \ ° DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH 0.0 0. 0.02 0.04 0.5 <5°.80 4.5 � .85 5.52 5.12 1 51. 24.00 25.25 23 14.81 t .29 4.24 2.52 .88 2 03 +a as 3.72 1.48 0.22 0.04 +0. 3 .00 0.00 ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN a \ / y AND SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATIONS. (NYS EDUCATION LAW SECTION 7209-2) + + + + + + + + + \+ + + + + + + + + + + + ,� - + + + + + + 1 0 9 4 0.04 0.05 2.39 5. 6. 22 0.73 3.14 2.97 6.60 1 57 11.00 6.24 3. 2.0 1.99 3. a35� �'.86 \ ��� �� ! a6 a° .98 0.47 0.22 0. 7 0.00 0.00 PROP. SINGLE FIXTURE LED PROP. CANOPY LED LIGHT �S �O �Q' ` AREA LIGHT W/ SHIELD 0 14'H ® OO FIXTURE (TYP. OF 14) 'k'O �¢ _, 00 O1 .58 0.31 0.09 3.06 5 5.31 2.39 D 0. 9 0.74 1.55 2.98 5.53 6.51 4.38 .57 .71 1 84 a 0 '�4. 04 ��¢p o0 �..\ m� �.29e 1.89 .79 0. �Y`0.00 0.00 RECEIVE 0 0.0 0. 0.03 2.42 1.67 0.7- ° :6 ° 68 0.19 0.21 C \/ 0.41 0.73 1.21 1.79 1.97 1.5 1.12 0.95 ° .48a,�1 1 4. �O y� 1y1g 04 0���yS1� a 5. 8 2.51 0.81 0. iU 0.00 0.00 OCT 31 2023 a O ! � � , w CODE SECTION: PERMITTED. PROVIDED, Southold I own 00 0 0 0.00 0.05 4.04 3. 0 3 4 0. 8 0.44 0.90 0.4 0 36 0.34 0.51 0.71 80 0 74 0. 0.4°9 °0.66 . 1.68 6.15 _ �� � 8 5.17 .36 0.28 0 0 .00 0.00 § 280-117(A) ALL OUTDOOR LIGHTING SHALL BE COMPLIES Planning Board L s' N _o SHIELDED SO THAT THE LIGHT SOURCE IS NOT VISIBLE FROM ADJACENT PROPERTIES + + + + ,�� + + + + + + + + + + +♦ + + + + / + + + + + a0 + AND ROADWAYS. LIGHTING FIXTURES SHALL 0.00 .00 .00 0.00 0.00 0.15 4 �0° 0 ° 7" 9 0.53 1.60 2.96 1.89 1.05 0. 41 1. 3.0 5.45 5, 4. '�l 0.45 0.72 2.98 8.19 w „i,2 .66 .90 1.50 0.33 0.07 0 0 49.00 +0.00 FOCUS AND DIRECT THE LIGHT IN SUCH A PROP. WALL MOUNTED LED LIGHT r a o GLARE WITHIN PROPERTY MANNER AS TO CONTAIN HE LIGHT AND O, ® O \ FXTURE (TYP. OF 10) �r " N + + + + + + + 06, + ' 0 + + + + + + + + O+ +\ +a ° + + + + + + + + + + + + (n + + 0.0 0. 0.00 0.00 0.00 0.00 .22 :72 5°.3 fl. 0.97 3.44 4.62 4.68 2.02 0.16 0.3 03 4.14 8. 7 / :52° 0 5.57 0.88 0.18 0.19 0.88 3.39 6.6 8 .91 .53 1.04 0.25 0.05 0.02 0 O1 0.00 0.00 PROP. SINGLE FIXTURE LED a PROP. SINGLE FIXTURE LED ° ^ PROP. SINGLE FIXTURE LED § 280-117(B) IT IS A GENERAL PRINCIPLE OF THE TOWN COMPLIES SITE ADDRESS.• ° THAT PARKING LOT LIGHTS SHOULD BE AREA LIGHT W/ SHIELD 0 8'H °AREA LIGHT W/ SHIELD 0 14'H O ,,a , AREA LIGHT W/ SHIELD 0 12'H ° TURNED OFF OR REDUCED IN INTENSITY + .00 0 0 + 0.00 0.00 0.00 0.00 0.01 0.13 6. 9 ^ 3 0.92 3 13 5.70 + + . 05 0.05 0.11 0. 4 U.21 < 0°.21 ° 0.23 0.11 0.07 0.06 0.06 0.07 0.19 1.04 4.08 5.26 3.52 2.00 0.63 0.15 0.04 0.02 0.01 0 O1 0.00 0.00 BETWEEN 11:30 P.M. AND 4:00 A.M. PROPOSED CONVENIENCE STORE - - WITH FILLING STATION g7.22' S 89°48'00" W ACT. 1 14' § 280-117(C) ALL FREESTANDING OUTDOOR LIGHTING COMPLIES + + + OF NO MORE THAN 1FI FEET ABOVE 7400 MAIN ROAD + + + + + + + + + + S +87°14+5O" W 97+ + + + + + + + + + + + + + + + + + + + + + + + FIXTURES SHALL BE LIMITED TO A HEIGHT 0.00 .00 .00 0.00 0.00 0.00 0.00 0.00 0.01 0.05 3. .31 2.55 3.32 4.67 0.34 0.02 0.01 0.02 0.02 0.03 0.03 0.03 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 GROUND LEVEL. THE FIXTURE SHALL MATTITUCK, FOCUS AND DIRECT THE LIGHT AS TOWN OF SOUTHOLD ' O SPECIFIED IN SUBSECTION A ABOVE. + + + + + + + + + + Q, �6 + + + + + + + + + + + + + + + + + + + + + + + + + + + + SUFFOLK COUNTY, NY 11952 0. 0.0 0. 0.00 0.00 0.00 0.00 0.00 0.00 0.0 .02 1O.' 1.98 1.54 1.76 0.95 0.06 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 LIGHTING NOTES: + .00 0 0 + 0.00 0.00 +0.00 0.00 0.0 + 0.00 0.01 0.03 0.07 + .55 0.43 1. LIGHTING SHALL BE DIRECTED AS NOT TO SHINE ONTO NEIGHBORING PROPERTIES, DISTRICT: 1000 BLOCK: 07 „ '� PROVIDE SHIELDS AS NECESSARY. SECTION: 122 LOTS: 1 & 3.2 +cjO 2. ALL LIGHTING FIXTURES SHALL CONFORM TO TOWN OF SOUTHOLD LIGHTING A' REQUIREMENTS. SCALE. 1" = 20' HPf 1 #' EMP021-01 + + + + + + + + + + 3. LIGHT FIXTURES SUPPLIED BY MANUFACTURERS SHOWN OR APPROVED EQUAL. 0.00 .00 .00 0.00 0.00 0,00 .00 0. 0 0.00 0.00 0.0 0.01 o .�' 10/9/23 DWG I.- EMP021-01-SPA TRAFFIC FLOW AI ANGLE: G. FROM NADIR �, F. PROVIDED ® ROADWAY 5.14* 4. I LIGHTING LEVELS: �p AVERAGE : 2.65 DRAWN BY, Lp CHECKED BY. LC 0 0.0 (,l(h0 0.0%0 0.0 0 + .00 0.00 0.00 0. 00 0.0 0 +0.0 0 ROAD MAX: 28.13 °O OLD MAIN MIN. : 0.00 TITLE.' (TOWN JURISDICTION) + + 0 0.00 0.0 + . 0 0.00 0.00 0.00 TRAFF_ I_C FLOW 0. 0. 00 0.00 0.00 0.00 LIGHTING PLAN GRAPHIC SCALE 0.00 zo o io 20 SHEET NO.- IN FEET ) 1 inch = 20 ft. THIS PLAN TO BE UTILIZED FOR D o LIGHTING PURPOSES ONLY REV. 1 OF 9 PRECAST CAP 8 MAXtMUM SP CURB z x 4 Sp No OF 2" x 4' ROADWAY CONE HIGH „r Q PROP. (2) COATS 4" WIDE PAINTED STRIPING I --- ANCHORS (WHITE AT STANDARD BOND BEAM W/ (2) m, # STALLS) #4 CONTINUOUS HORRONTAL WALL ,?IROAY PROP. (2) COATS 4" ° TYPICAL WALL I REINFORCED O 16" O.C. DIST, POINT WIDE PAINTED STRIPING o FINISH MATCH I . (BLUE AT ADA STALLS) ° SAND BA ° 2 FT - MAX. ROADWAY CONE ENGINEERING ° O I 2 FT MAX. LENGTH r m I CURB LINE OF 2" x 4" 0. 1.12# PER FOOT o of 0 p5 024' WERE MESH ATTACHED 2" x 4" WEIR 1860 WALT WHITMAN ROAD I VERTICAL GROUT SAND BAG (TYP.) TO WEIR GALVANIZED STEEL o 0 CELL SOLD U-CHANNEL SIGN POST o I FULL HEIGHT SANG BAG T'• '`_'•" � `- ATTACH WIRE MESH 70 WEIR c0i I 6" EXISTING/PROPOSED GRATE CURB LINE -- -` SUITE 600 MESH " 2" x 4" SPACER °s I s" cMu WALL 2" x 4" SPACER " x 4" WEIR 2" x 4 SPACER MELVILLE,NY 11747 ° (516)777-4320 FAX: (516)777-4321 �I/ FINISHED GRADE o I GEOTEXTILE MATERIAL ATTACHED TO WIRE MESH (6" x 6" MIN.) C)MPRESSION FILLER W/ EXISTING/PROPOSED EXISTING/ i\ nl�j1 x SE C)M (TYP. ALL SIDES) T�TM a ROAD ELEVATION PROPOSED ALL PHASES OF ENGINEERING DESIGN, / NIsIN O PAVEMENT/ GRADE I BASIN ul:1.1 iv (SEE GRADING PLAN) W/C6x6C BETE WW B REINFORCED WIRE MESH SHALL 8E SURVEYING,CODE CONSULTING, PROP. / ° nl'In ATTACHED TO EXISTING/ ZONING ANALYSIS &BID SPECIFICATION FLUSH Ni;iN PROPOSED GRATE ON 3 SIDES. CURB / a 11n1° ? :: SEDIMENT FILTER BAG SIGN POST DETAIL DOWELS TO MATCH www.HPEn-.com VERTICAL REINFORCEMENT BE�o � E P•�G�D SILT PROTECTION FOR SURFACE °' PARKINGDSIGN N.T.S. o z 50 DIA MIN. SPLICE MOUNTED TO 1 1/2" MINIMUM COMPACTED K V-2" POURED CONCRETE FOOTING INLET WITH CURB INLET CHRIS T RTAGLIA POST TAR SEAL ASPHALT CONC. NYSDOT ITEM 6F (CLEAR) DRAINAGE STRUCTURES E �' N✓ '. 2-1/2" MINIMUM COMPACTED DENSE < < o NTS 0 0 6" CONC. MAT W/ 1 °OO 4 v GRADED BASE COURSE NYSDOT TYPE 3 n a e ' p � �°° sxs w4.oxw4.o WWF ITEM 141 B !•" Q� °°°Oo 4,000 PSI 0 28 DAYS [4" NYSDOT 4-RCA J C) a. oo°o° O SUBBASE IF REQUIRED 3'-0" (FOR USE IN NYSDOT R.O.W.) F ;• z: F—g (4) �j5 LONG BARS AND �5 ° PROP. "NO PARKING ANY TIME" _ 0 24" TRANS. (r1 TACK COAT Z f �l SIGN MOUNTED TO POST N G v 4 • INCREASE DEPTH OF FOUNDATION TO MAINTAN FROST PROP. TRUNCATED DOME DEPTH — SEE GRADING PLAN FOR ELEVATIONS PROP. CONC. Q d DETECTABLE WARNING SURFACE ��` g WALK 4 SEE DETAIL, THIS SHEET ° �h=~� ^\,- ( ) o ° ° ° ° ° ° ° ° ROUNDED CONCRETE c; ,f; ° ° °°°° p ° °°°° ° °°°° 1 WALL SECTION ��� ^ o • ° o 000'o° d'4aoe pO°• °o o�°ooee ° o00 ° G.00 p d p / \va PROP. ADA PARKING SIGN PROFESSIONAL ENGINEER a�o d3 AT TOP ° yb° o°O o�°fPoo o°4°�000° .°8 o°O o e°moo o° °p o 6°� ° PROP. CURB / �0 MOUNTED TO POST (TYP) a / a ON — SITE T ® S I T E CONCRETE ®N C R E T E MAT 6" DIA. STEEL o NEW YORK LICENSE No. 078209 PROP. NON-SLIP MEDIUM lI\VI N�aJ' 1 POST FILLED R / Q� LAWRENCE D. 0 BRIEN �?' 4 BROOM FINISHED SURFACE 20'-0" PAINT YELLOW � a p / a (MAX. 2% CROSS SLOPE) Q_Jt, PA V E M E N T DETAIL W/ CONCRETE I a N.T.S. PVC SLEEVE TO ALLOW BOLLARD EXCEL AIR MACHINE MODEL#SCO5 REMOVAL `'", v ° (OR APPROVED EQUIVALENT) OUTSIDE BUILDING / WIDTH VARIES FIN. GRADE a' �' \� WALL SEE SITE PLAN FOR DIMENSIONS SEE "TOWN OF SOUTHOLD 4'-0" 0 TYPE "A" COMMERCIAL (P.p.) n on• ° d ° .ao• c NOTES: JOINT FILLER g• CURB DETAIL" ON SHEET 00°,00°0 00°° 00° v ' 0 ,°00 ,. 0 , °00 1. ACCESSIBLE PARKING SIGN SHALL CONFORM WITH CURRENT SP-7 )°o0o°O°O°°O°oo°O° 0C o �°oo°O°o0op°°0OC 4" THICK CONC.-,,,,, SLOPE 1/4"/FT (MAX.)\\t 6" BOLLARD (TYP.) (SEE FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. _ WALK 4000 PSIo DETAIL THIS SHEET) as _ 2. VAN ACCESSIBLE SIGN SHALL CONFORM WITH CURRENT 28 DAY PCC .:,., � -'; -:: ::':' R a FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. CO ITEM #105 ° 4S°o g o8 90°8°° ";''-•' - _ �* 111—III— = I III— PROFESSIONAL ENGINEER A /� ; ADA� STANDARD PARKTLNG STALL +'`'.:r N n NEW YORK LICENSE No. 082537 4" SAND BASE ,.; . �� 1 COMPACTED FILL /� 8'-0" CONCRETE FOOTING UNLESS APPROVED BY ALL AGENCIES HAVING STRIPING AN ADA RA19JL ETA NOTE •' . I .4 1'-6" DIA. -I JURISDICTION, THESE PLANS ARE NOT TO BE UTILIZED PROVIDE 1/4" TOOLED JOINTS ® 5'-0" O.C. g" 9•75" r (TYP.) T FOR CONSTRUCTION. OWNER/ CONTRACTOR ARE N.T.S. RESPONSIBLE FOR CONFIRMING ALL REQUIRED AGENCY 13 g T �� N(~ �J�j /� �� ��. .i APPROVALS HAVE BEEN SECURED PRIOR TO aJU Y► ri A A PIPE E 0 LLA R D DETAIL THESE PLANS NOR OTHERWISE. OHETHER DESCRIBED ON 12" 12" ON — SITE CURB D E T A I L �� �� a 11'" N.T.S. REVISIONS -GREEN LETTERS N.T.S. a <• ° •a iv . REV N0. DATE REVISION RESERVE 24„ #5 REBAR I 3'-0"• • . °I STEEL 8" O.D. STAINLESS 1 1012412J MISC. REVS -WHITE BACKGROUND NO PARKING —� FRONT ELEVATION ® -AZURE BLUE ARKING 0" �X d X 6" CURB PLAN REVEAL 3'-0" ao CO GRADE o_ 4 d'• MUELLER STAINLESS STEEL 1"CONDUIT 1 ao RED LETTERS ANY a s 4 d Q 12" CURB URETHANE HANDLE T N 1'-5 1/8 I TIME a d BELOW GATES INSTALL 12"H o o M 4 GRADE CONCRETE 1'-7" PEDESTAL _F_ a VAN CURD TERMINATION DETAIL ° ° I FIN. GRADE 11 1 "' ACCESSIBLE N.T.S. d _ ° —• — •` . —_—_.i I I- s'-o" 21 1/2" ° ° III—III I III—I I I- GRADE 12"12" 21" GRADE ,.• (M.U.T.c.D. R7�8) III— a I (— RESERVED PARKING SIGN (M.U.T.C.D. #R7-1) 10 1/2" 10"� MOUNTED TO POST NO PARKING ANY TIME SIGN -III III=III _ =I I=� PLAN VIEW I— I =1 I I-11 = PROVIDE 3/4" Z. X 24" 3/8" ANCHOR ROD MOUNTED TO POST PVC SLEEVES IN STAINLESS STEEL AIR STATION DETAIL NATIVE SOIL (TYP.) CONCRETE FOOTING (TYP. OF 2) CANE BOLT CONCRETE (TYP. THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY COLOR: ® OPEN & (A I GATE CONTRACTOR TO VERIFY UNIT MODEL W OWNER GRANULAR AREA (TYP. OF 2) PERSON ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE LEGEND & BORDER GREEN (NON-REFL.ECTORIZED) COLOR: CLOSED (ALTERNATE SIDES ( NTS / ) ACCOMPANYING SPECIFICATIONS, UNLESS IT IS UNDER THE BACKGROUND WHITE (NON-REFLECTOR ZED) LEGEND & BORDER RED (NON-REFLECTORIZED) POSITIONS) OF PANEL) DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN 8"Hx16"W AND SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE SYMBOL WHITE (NON-REFLf:CTORIZED BgCKGROUNO WHITE ( NON-REFLECTORIZED) ENLARGE TRASH BACKGROUND BLUE (NON-REFLECTORIZED) CONTINUOUS �f T 7 77 ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATIONS. ENCL. FOUNDATION ELEVATION CONC. FOOTING lJ BICYCLE RACK DETAIL (NYS EDUCATION LAW SECTION 7209-2) W/ MONOLITHIC POUR W/(2) #5 REBARS A C C E S c)I D L E SIGN DETAILS ® 24"x24TYP.) PQsr (TYP.) 3'-0" FOOTING (TYP.) (ACCOMMODATES 2 BICYCLES EACH) N.T.S. o TRASH ENCLOSURE DETAILS ''-5 ' INSTALL 12"H N.T.S. CONCRETE PEDESTAL „ DETECTABLE WARNING NOTES: 21 N.T.S. VACUUM UNIT STEEL STAINLESS R E C �� 1. THE DETAILS PROVIDED ARE NOT DRAWN TO SCALE. THE STEEL BOLT WITH QUANTITY OF DOMES DEPICTED THE DETECTABLE NUTS AND - ED 50%-65% OF BASE DIAMETER WARNING FIELD (THE DOMES AND NTHE ENTIRE 2.4" LEVEL PLAN VIEW " F 4000 P.S.I. AIR WASHERS TYP. SURFACE) IS FOR ILLUSTRATION ONLY. 6 gold anodized 0s DETECTABLE WARNING FIELD DIMENSIONS aluminum ball I ENTRAINED CONCRETE LO C T 3 k 2023 2. THE SIZE OF THE DETECTABLE WARNING FIELD SHALL BE �,� SLAB BY CONTRACTOR WHITE BACKGROUND _ 2'-0" IN THE DIRECTION OF TRAVEL AND SHALL EXTEND (6" THICK) Southold Town N THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE. o O EXCLUSIVE OF SIDE FLARES. - -- I .-.-- o M PlanningBoard DOME ALIGNMENT Single sheave truck, _F_ _ ,. _--- �J 3. THE ROWS OF DOMES SHALL BE ALIGNED TO BE cast aluminum revolving type I 1 I BLACK LETTERS/ 0.9"-1.4" PERPENDICULAR OR RADIAL TO THE GRADE BREAK BETWEEN SIDE VIEW FRONT VIEW - PARKIN BORDER THE RAMP LANDING OR CURB RAMP AND THE STREET. ________ O o 4. WHERE DOMES ARE ARRAYED RADIALLY THEY MAY DIFFER IN ---------= DOME DIAMETER AND CENTER—TO—CENTER SPACING WITHIN o DOME SECTION THE RANGES SPECIFIED ON THIS SHEET. TRASH RECEPTACLE DETAIL (1)5/16"dia.halyard(#10 poi ) o NOTE: DO NOT INSTALL L1/2" ASPHALT IMPREGNATED w o COLOR REQUIREMENTS PREMOLDED FILLER 0 24" VACUUM UNIT WITHIN 20 FT. z 5. THE DETECTABLE WARNING FEED SHALL VISUALLY CONTRAST NTS r OF FUEL DISPENSER OR 10 c�2 SITE ADDRESS. 1.6"-2.4" FROM ADJACENT WALKING SURFACES (DARK ON LIGHT OR c FT. OF FUEL TANK FILL PLAN VIEW x g LIGHT ON DARK) _ o w ° DETECTABLE WARNINGS LOCATIONS ' o I I �p ° d 6. DETECTABLE WARNINGS SHALL BE LOCATED SO THAT THE ° m PROPOSED CONVENIENCE STORE Cvi O O 0 O 0 O O O EDGE OR ON CURB RAMP TYPE 1 AT LEAST ONE CORNER 1" x 6" FLUSH 6" x 6" PVC POST (TYP.) m Single Sheave Truck Detail ¢ °a - WITH FILLING STATION x OF THE WARNING FIELD NEAREST TO THE ROADWAY IS 6" TO VERTICAL PANELS (2)Swivel snaps with m Revolving truck VACUUM UNIT I€` O 00 O O O O O O o g" FROM THE FRONT OF CURB OR THE EDGE. 1" x 6" TOP RAIL (TYP.) vinyl covers m Cast aluminum body I y li 0 0 0 0 0 0000 0 I ~ Stainless steel ball bearings O O O O O O O O O O iv Nylon sheave II 0 0 0 0 0 0 0 0 0 0 Cast aluminum spindle II BICYCLE P AR ICI N l� SIGN MATTITUCK, DOME (TYP.) N gI SEE NOTE 1 EDGE OF FIELD (1)9"Cast aluminum cleat N.T.S. TOWN OF SOUTHOLD f SUFFOLK COUNTY, NY 11952 DOME SPACING o ^ g (5) 1/2"-13 NC I DISTRICT: 1000 BLOCK: 07 ADA DETECTABLE WARNING DETAIL a x3-,/2" LG GROUND SECTION: 122 LOTS: 1 & 3.2 o a o "DO NOT ENTER" SIGN 30" 3/8" 0 STAINLESS WEDGE ANCHOR '.t N.T.S. W o BOLTS (FURNISHED i INSTALL 12"H BEHIND FACING STEEL BOLT WITH SCAf AS SHOWN HPE# EMP021-01 o AND INSTALLED BY I {, CONCRETE OPPOSITE DIRECTION NUTS AND 1 Spun aluminum flash collar °i PEDESTAL (WHERE APPLICABLE DATE. 10 9 23 DWG I.- EMP021-01-SP.1 2'-0" (0 r CONTRACTOR) WASHERS (TYP.) / / WHITE THERMOPLASTIC SEE SITE PLAN) TYP. 3000 PSI concrete ai o DRAWN BY.• LD CHECKED BY LC 1'-0" STOP LINE . MUTCD SIGN R1-1C PROPERTY LINE (supplied by others) V g , • o o ° a , x 04 WHITE ERS Hardwood w rn ° •a RED BACKGROU . o a ( a pp ood y o es) GRADE a ° LL1 su lied b others 1° o jj I � m GRADE g � U O � ND N Dry sand tightly tamped U . (supplied by others n I 3'-0 x3'-0" ° o� DETAIL SHEET o � 1/2" SLOPE 1" x 6" BOTTOM a RAIL (TYP.) o Foundation sleeve-16 a o /� o `F o galvanized steel g "' _� FRONT ELEVATION CONCRETE FOUNDATION, TYP. I w a �/4" RIGID CONDUIT 24" o $v¢ COMPACTED SUBGRADE, TYP. Steel centering wedges MIN. BELOW FIN. GRADE I 0 o SEE PLAN w UNDER PAVED AREAS, BY t- w g of 6" GRAVEL BASE 3116"Steel base plate > O CONTRACTOR p 1��" 1 m Z 6" a w THERMOPLASTIC PAINTED a PVC FENCE DETAIL welded togroppdspikee 8 12 VACUUM STATION DETAIL " STOP " SIGN SHEET NO: wo N.T.S. 16" (CONTRACTOR TO VERIFY UNIT MODEL W/ OWNER) N.T.S. D O TRAFFIC ARROW ON—SITE w 3/4"Lightning ground spike 30" NTS (WHITE) STOP BAR DETAIL Ow FLAG POLE DETAIL N.T.S. N.T.S. NTS REV. 1 OF 9 4" THICK CONC. BLOCK OR MANHOLE FRAME W/ COVER 8" (8-0) OR �.. - 1°rapuly I[1I4" 1'x 'I"e'rtti le"`' PRECAST CONC. COLLAR REFER TO DRAINAGE 10" (10'0) CONC. TOP TO ° HIGH r' fa "►';i+ Ii 'ftt-�C:�f 1 '�t� - TO BRING MANHOLE TO GRADE SCHEDULE FOR SUPPORT H-20 VEHICULAR 1 ' TOP COURSE FULL SHOULDER ° e 11 CORRESPONDING LOADING GRATE/COVER INFORMATION OVERCUT e n FINISH PAVEMENT r 4000 P.S.I. @ 28 DAYS e REINFORCED RUBBER HOSE _ z x 1/4"/FT (SEE NOTE BELOW) e (2) POINT use Q ° ENGINEERING ITEM 404.098101 2" e ° DOUBLE STRAND WIRE #12 ITEM 404.198901 3" ° GALV. TWISTED FILTER FABRIC .' _s._.._- -,• _..-_. ...__ ._.__. EXISTING PAVEMENT e TO LINE ITEM �04.258901 (6" IN TWO 3„ LAYERS) ITEM e ° 2- CEDAR OR LOCUST ) r; 1 WALT WHITMAN ROAD • -- -- - - . I. J STRUCTURE 407.0102 STAKE SUITE 600 1 a 1 ITEM 304 10119917 ( ) TRUNK WRAPPING I 14,-01-y-- •r- 1 If-0" o I o 1 � - 0 o BINDER COURSE TO E 1' 6" �_: .�, w 6�> � X MELVILLE NY ll747 1 BACKFILL WITH 1'-1 1/2' _ = 9 5mm SIZE STONEHPER a MIN. GRAVEL MATERIAL (CLEAN c ! € ! I cLi �'i, NYSDOT SPECIFICATIONS SHREDDED BARK MULCH (516)777 4320 FAX: (516)777-4321 SAND MAY BE USED FOR "�!, r �►,-� :, , _0- Ir''I M�,I) 5Y' "1-It -N, .. (.-�)•e 5.'.: o o PLACED BY o , I > w /- IT203.01 i o NOT TO BE PLA BACKFILL WHERE WELL ;'J. /r ITEM 203 01 ( 3' = Q o - - - ROOT FLARES) ALL PHASES OF ENGINEERING DESIGN, DRAINING SOILS ARE PRESENT AS CONFIRMED N? w a _ _ YING,CODE CONSULTING, BY GEOTECH ENGINEER) - FIN GRADE `' '4" TYPICAL SECTION ASPHALT PAVEMENT �I �Ill - �' _ 1 ' - rrT - - - SIS &BID SPECIFICATION w I 1-111•. I!I ZONING ANALYSIS 1 A : as fare•rr,,);..,�_ - TYP. w - __..,r=. _ 2 6 SAUCER �r - IN .. _ „ � - � CONSTRUCTION NYSDOT R.O.W. R •�� ... CUT & REMOVE BURLAP www.HPEng.com NTS ' FROM TOP OF BALL 6' MIN. PENETRATION v - 1 3 CHRIS 1VI. ART 0 0 0 INTO VIRGIN STRATA OF L . ASPHALT PAVEMENT CONSTRUCTION � AGLIA ( ' a SAND & GRAVEL „ -I - ; h,.•rd ITEM DESCRIPTION -Ill-ITf I TOP SOIL & BACKFILL .�-_. h'�c 4' MIN. `�--••_ SEPARATION TO PERFORATED 203.01 UNCLASSIFIED EXCAVATION AND EMBANKMENT 9" BALL SPREAD 9" UNDISTURBED 501E ___. +Ic�1*e ll_3 t"11rhi 2; w k y GROUND WATER PRECAST 304.101 19917 SUB BASE COURSE TYPE 101 1 -2 _ '�1�1x. I0 ?,,f�tii+'.tT'.ti.l. �ti �t- 1-..1.y`-4M'T:I�.I�INI�IYklllitid' INTERCONNECTING PIPE Cam ...` � " `�:.:-• .� O - CONC. RINGS Uz 1.I:Nti1,R i'oulzsE' SEE DRAINAGE SCHEDULE 404.258901 25 F9 BASE COURSE, 60 SERIES COMPACTION m .. y - FOR PIPE INVERT 404.198901 19 F9 BINDER COURSE, 60 SERIES COMPACTION DECIDUOUS TREE PLANTING DETAIL Gr, ,1" ` ' M.{'9" �,�� I'II�F: C,14r�1T1: SCandl,rrllJSal¢, 4' ,C'ONf1"4(�'T1•:1) VASi;COIILIIR� DRYV ELL DETAIL 404.098101 9.5 F1 TOP COURSE, 80 SERIES COMPACTION N.T.S. ,'=fi"' sv:)NF RLE:IIIi OR N.T.S. 403.218902 ASPHALT CONCRETE - TRUING AND LEVELING COURSE r4'RI-1.S11rI) +`ONrt'Itl•-il•. HARDWARE SCHEDULE 407.0102 DILUTED TACK COAT FRAME & COVER: CAMPBELL FOUNDRY #12038 490.30 MISCELLANEOUS COLD MILLING OF BITUMINOUS CONCRETE TOWN OF SOUTHOLD FRAME & GRATE: CAMPBELL FOUNDRY 2203 PROFESSIONAL" NGINEER ASPHALT ROADWAY DETAIL CONTRACTOR TO USE THESE ITEMS OR APPROVED EQUAL. 490.40 MISCELLANEOUS COLD MILLING OF PORTLAND CEMENT CONCRETE NEW YORK LICENSE No. 078209 (FOR USE IN TOWN R.O.W.) 502.44200011 SAW CUTTING PORTLAND CEMENT CONCRETE LAWRENCE D. O'BRIEN N.T.S. 633.11 CLEANING EXISTING PAVEMENT AND/OR SHOULDERS EVERGREEN TREE 633.05040008 CLEANING, SEALING AND FILLING JOINTS AND CRACKS REINFORCED RUBBER HOSE 3 GUYS OF # 12 WIRE DBLE. STRAND GALVANIZED ANNEALED; NOTES• LOCATE AT 3 EQUAL CONCRETE CLEANOUT BOX • INTERVALS AT BASE OF W/ NAH R-6400AS OR EQUIVALENT) FINISHED GRADE METAL FRAME AND COVER TREE 120 DEGREES APART (NEE TACK COAT REQUIRED BETWEEN ALL LIFTS REGARDLESS WHEN PLACED, ALL COLD JOINTS SHALL BE SEALED W TOP OF ROOT BALL TO BE , APPROPRIATE ITEM # WHERE THE EXISTING PA✓EMENT CROSS-SLOPE IS DIFFERENT FROM 1/4„ PER FOOT, THE INSTALLED 2" ABOVE PROPOSED PAVEMENT SLOPE SHALL MATCH THE EXISTING PROVIDED THE SLOPE WILL BE 3/16"/FT. MINIMUM AND SURROUNDING GRADE 2* SHREDDED 3/8"/FT. MAXIMUM. WHERE A SLOPE WITHIN THIS RANGE CANNOT BE OBTAINED, RESURFACING OF THE EXISTING BARK MU CH ROADWAY TO CORRECT ITS CROSS-SLOPE MAY BE REQUIRED BY THE REGIONAL PERMIT ENGINEER. BACK FILL W/ TOPSOIL AND PEAT MOSS; 3:1 PROFESSIONAL ENGINEER RATIO BY VOLUME WATER UNTIL SETTLED NEW YORK LICENSE No. 082537 LOOSEN SUBSOIL 8" MIN.; BACKFILL AND COMPACT UNLESS APPROVED BY ALL AGENCIES HAVING W/ TOPSOIL AND PEAT JURISDICTION, THESE PLANS ARE NOT TO BE UTILIZED �- �QQ�OflOp _Z MOSS 3:1 RATIO; DAMPEN FOR CONSTRUCTION. OWNER/ CONTRACTOR ARE 18" DIa. SOIL PRIOR TO PLANTING ���84�1+ li C.M.P. RESPONSIBLE FOR CONFIRMING ALL REQUIRED AGENCY �ROOM 8" SCREENED TOPSOIL APPROVALS HAVE BEEN SECURED PRIOR TO �OOQOIQI III T "+ oN THESE PLANSCOMMENCEMENT OF WORK,OR OTHERWISE. DESCRIBED ON II Q1=z CPP aa REV/SIGNS a fl Q _�I a CO z REV NO. DATE REVISION 12" MIN. NYSDOT GENERAL NOTES EVERGREEN TREE DETAIL 1 10124123 MISC. REVS P L A N o NOTE: CAST IRON FRAME aG GRATE - CAMPBELL CONTRACTOR TO CONTACT ADS (ADVANCED DRAINAGE SYSTEM INC.) N.T.S. GRADE FOUNDRY PATTERN It 2541 OR APPROVED 300 RIVERSIDE DRIVE, 1. BEFORE CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE WITH STATE PERMIT ENGINEER REGARDING APPROPRIATE LOCATION FOR EQUAL. COLUMBUS OHIO 43221 SNOW STAKES SLEEVES. _ TEL 800-821-6710 2. AFTER CONSTRUCTION, SIDEWALKS AND RAMPS MUST BE EVALUATED FOR COMPLIANCE WITH CURRENT ADA STANDARDS. THE PERMITTEE OR "-r__% ASPHALT PAVEMENT TO OBTAIN SPECIFICATION MANUAL FOR DIMENSIONS, INSTALLATION DETAILS AND HIS DESIGNATED "DESIGNER OF RECORD" SHALL FIELD VERIFY THAT THE PEDESTRIAN FEATURES (RAMPS, SIDEWALK, ETC.) WERE °D PART NUMBERS FOR ADS N-12 CORRUGATED PLASTIC PIPING (CPP) CONSTRUCTED TO CURRENT ADA STANDARDS OUTLINED IN NYSDOT SPECS SECTION 608 AND RELATED STANDARD SHEETS. SUBMIT REQUIRED DOCUMENTATION TO THE STATE PERMIT ENGINEER BEFORE THE WORK CAN BE ACCEPTED AS COMPLETE AND THE PERMIT BE CLOSED. THE Is ai.. c.x.P. 2a ADS STORM PIPING CLEANOUT FEATURES THAT DO NOT COMPLY WITH ADA REQUIREMENTS UPON COMPLETION WILL REQUIRE REMOVAL AND RECONSTRUCTION. 2" LAYER OF SHREDDED 3. THE CONTRACTOR SHALL CLEAN EXISTING DRAINAGE BASINS ALONG AND IMMEDIATELY ADJACENT TO THE NY SITE FRONTAGE DURING AND BARK MULCH N.T.S. AFTER CONSTRUCTION AS ORDERED BY THE STATE ENGINEER. 4. REPAIR EXISTING SHOULDER, SIDEWALK AND CURBING AS ORDERED BY STATE ENGINEER. • 8" SCREENED TOPSOIL n o ADD PEAT MOSS `o+ ` 5. ANY SIDEWALK PANELS OR CONNECTING PAVEMENT THAT HAVE SETTLED WITH A GREATER THAN LIP OR CRACK OVER WIDE SHALL BE N AS PER MANUFACT. v REPLACED TO MEET ADA REQUIREMENTS. - - - - - SPECS. 6. CONSTRUCTION MATERIALS AND EQUIPMENT SHOULD BE REMOVED FROM THE NYSDOT ROW AT THE END OF EACH WORKDAY. MATERIALSI= - 0.1 1'-6" ��'' .000 P.S.i. PRECAST ALLOWED TO REMAIN ON SITE MUST BE STORED OUTSIDE THE VEHICLE CLEAR ZONE. UNDISTURBED EARTH +I • =r CONCRETE BOX AS :LFC. 7. REMOVAL OF THE EXISTING CONCRETE CURB SHOULD BE DONE FROM THE BACK SIDE TO MINIMIZE ANY DAMAGE TO THE EXISTING GROUNDCOVER C A ,�'.' •.:�: , . BY SUFFOLLC CEMENT @@�� 7" PAVEMENT. THIS INVOLVES PULLING THE CURB OUT FROM THE BACK AND POURING NEW CURB UP AGAINST THE EXISTING PAVEMENT. PLANTING DETAIL OR APPROVED EQUAL. JB' PITCH 8. ALL NEW OR RELOCATED SIGNPOSTS MUST BE INSTALLED IN PVC SLEEVES. IR T( RR 9. SNOW STORAGE STRIP AND SIDEWALK RESTORATION MUST MATCH THE ONES IN THE NEIGHBORHOOD AND NOT DEGRADE THE AESTHETIC N.T.S. 6" 4'-0" 6" R�� VALUE. 10. PAVEMENT RESTORATION SHALL BE IN KIND. COMPOSITE PAVEMENT RESTORATION SHALL BE TAKEN TO EXISTING LONGITUDINAL JOINT. IF ANY DAMAGE OCCURS TO CONCRETE PANEL, THE CONTRACTOR WILL BE RESPONSIBLE TO REPLACE THE WHOLE PANEL. 11. TOWN OF SOUTHOLD 4D 12. ALL MINI LIMUM COLD JOINTS WIDTH O TOSBEASEALT LEDTWIITHI�OT APPLIIED SEALANTFOR PROPER COMPACTION. ADD 1 FT OVERCUT FOR TOP COURSE. + 13. TACK COAT IS REQUIRED BETWEEN ALL LIFTS AND JOINTS, REGARDLESS OF WHEN PLACED. THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PRECAST CATI�H BASIN DETAIL NMA OR PCC 14, COMPOSITE PAVEMENT RESTORATION SHALL BE IN ACCORDANCE WITH THE CURRENT REGIONAL PAVEMENT REPAIR GUIDE SHEETS. PERSON ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE •-+ H ,q- TOP OF ROOT BALL TO BE 1.5" / (FOR USE ON-SITE) QA NT 6�� 15. THE THICKNESS OF CURB RAMPS SHOULD BE A MINIMUM 6" AND THEY SHOULD INCLUDE WIRE FABRIC REINFORCEMENT WITH 3 OF TOP ABOVE SURROUNDING GRADE ACCOMPANYING SPECIFICATIONS, UNLESS IT IS UNDER THE COVER. THE RAMPS SHALL HAVE A LEVEL 5'X5' LANDING IN THE SIDEWALK. DRERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN ECTION Of A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH I N.T.S. on- ALT CURB 16. THE CURB RAMPS SHALL BE ORIENTED TO DIRECT THE PEDESTRIANS STRAIGHT TO THE DESTINATION RAMP ACROSS THE DRIVEWAY. 2" SHREDDED BARK MULCH AND SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE -1 17. APPROVED ITEMS CAN BE VERIFIED AT WWW.DOT.NY.GOV/PIC. STANDARD SHEETS ARE AVAILABLE AT: STANDARD SHEETS (US CUSTOMARY) ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATIONS. SUBBASE (SEE PLAN 1 (NY.GOV). FOR MORE INFO. PLEASE GO TO WWW.DOT.NY.GOV/PERM ITS. 3" HIGH WATER RETENTION SAUCER (NYS EDUCATION LAW SECTION 7209-2) - - -TYPICAL SECTION) - - - - - -! 18. ANY UTILITY WORK PROPOSED IN STATE HIGHWAY RIGHT-OF-WAY WILL REQUIRE SEPARATE APPLICATION AND SUBMISSION OF RESTORATION 8" SCREENED TOPSOIL PLANS. FOLLOW THE GUIDELINES OF OUR UTILITY HANDBOOK, BLUE BOOK TITLED, 'REQUIREMENTS FOR THE DESIGN AND CONSTRUCTION OF TYPE VFG UNDERGROUND UTILITY INSTALLATIONS WITHIN THE STATE HIGHWAY RIGHT-OF-WAY'. THE APPLICANT SHOULD CONTACT MR. WOLFF JOSEPH LOOSEN SUBSOIL 6"-10" MIN.; (VERTICAL FACED C(IRB 'ITNOUT CURB ANCHOR) (631-420-4270, WOLFF.JOSEPH®DOT.NY.GOV) FOR FURTHER DIRECTIONS REGARDING UTILITY HIGHWAY WORK PERMIT (HWP) APPLICATIONS. BACKFILL W/ TOPSOIL & PEAT THE UTILITY HWP ISSUANCE IS SUBJECT TO ISSUANCE OF THE HWP REQUIRED FOR SITE WORK. Moss;WATER U U RATIO VOLUME _. (SEE NOTE 19, ALL PROPOSED ROAD IMPROVEMENTS DETAILED IN THE SITE PLANS MUST COMPLY WITH THE LATEST VERSIONS OF AASHTO, ADA, NATIONAL NTIL SETTLED IZ C E IV E D MANUAL OF UNIFORM TRAFFIC CONTROL WITH THE NYS SUPPLEMENT (MUTCD), NYSDOT HIGHWAY DESIGN MANUAL, AND THE POLICY AND REMOVE ROPING AND LOOSEN STANDARDS FOR THE DESIGN OF ENTRANCES TO STATE HIGHWAYS ('DRIVEWAY DESIGN POLICY'). ROAD IMPROVEMENT PLANS MUST PROVIDE 8"MIN. BURLAP KNOT AT SHRUB BASE ALL APPROPRIATE NYSDOT STANDARD DETAILS AND NYSDOT STANDARD ITEM NUMBERS. OCT 31 2023 CURB NOTES 20. ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10 AM AND AFTER 3 PM. NO LANE CLOSINGS ARE PERMITTED ON WEEKENDS OR SHRUB PLANTING DETAIL HOLIDAYS. NIGHTTIME LANE CLOSINGS WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE PERMIT INSPECTOR. So N.T.S. uthold Town Planning Board 1. USE CURB AND CURB AND GUTTER MEETING THE MATERIAL AND CONSTRUCTION REQUIREMENTS OF SECTION 609 OF THE STANDARD SPECIFICATIONS. 2. CURB ANCHOR(NEW CONSTRUCTION)THIS DETAIL SHOWS PLACEMENT OF CURB ASPHALT ANCHORS. PUSH-IN TYPE ANCHORS MAY BE USED. all_ III 'WFJ RING 3. CURB TYPES M150A,VF150A,AND M100A REQUIRE CURB ANCHOR. CURB AND ,SITE ADDRESS• SURFACE GUTTER TYPES VF150G AND M100G REQUIRE ANCHORS WHEN PLACED ADJACENT TO CONCRETE PAVEMENT OR SHOULDER. S'-O" H[NIMTH PROPOSED CONVENIENCE STORE FINISH WITH FILLING STATION GRADE 4. WHEN VERTICAL FACED CURB LESS THAN 8"WIDE IS USED WITH CURB BOXES CU1,CU2,AND CU3 AND CONCRETE SIDEWALK IS PLACED ADJACENT TO THIS ;J',., 1 CURB,SEE STANDARD SHEET MISCELLANEOUS CURB DETAILS FOR CURB BOX '~ 74Q0 MAIN ROAD twat' .lt .,l.r�1 JOINTS. w MATTITUCK, ;►a TOWN OF SOUTHOLD cr u SUFFOLK COUNTY, NY 11952 ;';,I r •..r- •''"'�";''"s' 5. USE WITH CURB BOXES,CMI,CM2,AND CM3. NYSDOT ITEM NUMBERS 6. NYSDOT PAY ITEM#609.0401. v > > .::•�'ya • CAST IRON IMBEDDED DETECTABLE WARNING UNITS 608.21000003 a DISTRICT: 1000 BLOCK: 07 �:"•• • TOPSOIL-ROADSIDE 610.1402 DOUBLE STRAND REINFORCED RUBBER r - NYSDOT CURB DETAIL • TURF ESTABLISHMENT-ROADSIDE 610.1601 111 L2 HIRE TWISTED HOSE - 2 PIECES SECTION: 122 LOTS: 1 & 3.2 • SUB BASE COURSE TYPE 1 304.10119917 1 .000 P.S.I. N.T.S. 25 F9 BINDER COURSE ASPHALT, 80 SERIES COMPACTION 404.258901 ' CALE. AS SHOWN HPE# EMP021-01 '�" CONCRETE 19 F9 BINDER COURSE ASPHALT, 80 SERIES COMPACTION 404.198901 $ 28 DAYS 9.5 F1 TOP COURSE ASPHALT, 80 SERIES COMPACTION 404.098101 DATE.• 10/9/23 DWG #' EMP021-01-SP.1 • DILUTED TACK COAT 407.0102 1 9' LONG CEDAR STAKE • CLEANING AND FILLING ASPHALT JOINTS AND CRACKS 633.05040008 _ DRAWN BY' LD CHECKED BY. LC TOWN OF SOUTHOLD • CLEANING EXISTING PAVEMENT AND/OR SHOULDERS 633.11 �rLCH + CAL„ to LPER3@ x - • UNCLASSIFIED EXCAVATION AND EMBANKMENT 203.01 HnE' TYPE "A" COMMI'RCIAL CURB DETAIL • MISCELLANEOUS COLD MILLING OF BITUMINOUS CONCRETE 490.30 ABOVE GROUND • MISCELLANEOUS COLD MILLING OF PORTLAND CEMENT CONCRETE 490.40 6" SAUCER (FOR USE ON-SITE & R.O.W.) • SAWCUTTING PORTLAND CEMENT CONCRETE 502.44200011 N.T.S. • PAVEMENT MARKINGS, SYMBOLS 619.002 d" TOPSOIL • CONCRETE SIDEWALK 608.01000010 DETAIL SHEET • SAWCUTTING ASPHALT & CONCRETE PAVEMENT 203.50140363 _ - • CONCRETE CURB RAMP 608.010500009 • - II • CONCRETE CURB (VF6) 609.0401 ' t1 N ITI as GOOSEZ! iUALAP 6" 2'-6" 6" AROUND TRU)X 121"MIN, FALL Lot TOPSOIL 12ST HAN111 11 SHEET N TOWN OF SOUTHOLD o STREET TREE DETAIL (FOR USE ON-SITE) N.T.S. REV. 1 OF 9 GENERAL NOTES: CURB RAMP NOTES: 5'-O" MIN 5'-0" 54" MIN HIGH „� Q SAW CUT EXISTING ASPHALT 1. THESE SHEETSND RE IN ACCORDAN OFCT WITH THE PROD AMERICANS SED WITH IDISABILITIES TY ACT FOR 19. THE MINIMUM WIDTH OF A CURB RAMP SHALL BE 4'-O". OR CONCRETE DRIVEWAYS SIDEWALK PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT OF WAY (PROWAG). 20. THE GRADE (RUNNING SLOPE)OF A CURB RAMP SHALL BE A MINIMUM OF 5%. THE GRADE FOR DESIGN AND LAYOUT SHALL BE A MAXIMUM OF 7.5%. THE GRADE FOR ADA "' 2. DIMENSIONS SHOWN 1N THE DETAILS AS MINIMUMS AND MAXIMUMS ARE THE LIMITS FOR ACCESSIBILITY AND WORK ACCEPTANCE SHALL BE A MAXIMUM OF 8.3X. !? POINT Tjy DESIGN AND FIELD LAYOUT. FACILITIES SHALL NOT BE CONSTRUCTED WITH VALUES 5 OUTSIDE THE LIMITS FOR WORK ACCEPTANCE. SEE TABLE "DESIGN ELEMENT TOLERANCES" 21. WHERE EXISTING CONDITIONS DO NOT ALLOW THE CONSTRUCTION OF A CURB RAMP WITH M jFS DESIGNS LAYOUT, AND ACCEPTANCE OF"PEDESTRIAN IS PROVIDEF CILITIESON "CRIT"CAVAILABLE AL TON THE FORTHE TOG NG EXCEED 15 I1' FORPDESIGN ANDOF 8.3% OFIE DS L. THE RAMP LENGTH SHALL NOT BE RE AYOUT. THE RAMP LENGTH SHALL NOT BLEED ENGINEERING NYSDOT HIGHWAY DESIGN MANUAL CHAPTER 18 WEBSITE. REQUIRED TO EXCEED 15'-0" FOR WORK ACCEPTANCE. 4 OQ� 3. NOT ALL FACILITIES CAN BE CONSTRUCTED TO MEET THE DESIGN STANDARDS. 22. THE CROSS SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS POSSIBLE AND STILL FACILITIES THAT CANNOT BE CONSTRUCTED TO MEET THE DESIGN STANDARDS SHALL BE PROVIDE POSITIVE DRAINAGE. THE CROSS SLOPE OF A CURB RAMP SHALL BE 1.5% MAXIMUM� DETAIL "A"CONSTRUCTED TO MEET THE STANDARDS TO THE GREATEST EXTENT PRACTICABLE. FOR DESIGN AND LAYOUT. AND 2% MAXIMUM FOR WORK ACCEPTANCE. SEE NOTE 12 FOR 1 860 WALT WHITMAN ROAD NONSTANDARD FEATURES SHALL BE JUSTIFIED PER HIGHWAY DESIGN MANUAL CHAPTER 2, EXCEPTIONS. WHERE THE EXISTING ROADWAY GRADE EXCEEDS 2%, THE CURB RAMP MAY BE ACCESSIBLE PASSING SPACE TRANSITION N• EXHIBIT 2-15A. WARPED ACCORDING TO THE DETAIL ON SHEET 8 OF 9 TO TIE INTO THE DROP CURB. ONE SIDE TAPERS �SFF '' S�• SUITE 600 �R/�FlygMp� �• 4. TO LHBEK FIELD WASUREDAYOUT WITH AND TO 4 FOOTERIFY WORK ACCEPTANCE ALL LONG DIGITAL LEVEL USING ATL EPES AND A T TWOGRADES READINGS. 23. RAMP ZONE. WIDE HEREPAIONS ARE PEDESTRIANTAILED ON SHEET 3 OF 9 FOR CIRCULATION PATH CROSSES THE CURBHIN THE BUFFER RAMP,FLARED SIDES 5'-0" MIN 5'0" 5'o" MIN MELVILLE,NY 11747 \ WHERE THE READINGS VARY. THE MEASUREMENTS WILL BE AVERAGED. GRADE (RUNNING SHALL BE INSTALLED WITH A MAXIMUM SLOPE OF 9.5% FOR DESIGN AND LAYOUT, AND 10% (5 1 6 777-43 20 FAX: 5 1 6 777-432 1 SLOPE) WILL BE MEASURED ALONG THE CENTERLINE AND OFFSET 12" TO 18" FROM THE MAXIMUM FOR WORK ACCEPTANCE. THE SLOPE OF FLARED SIDES IS MEASURED PARALLEL TO 1O ) ( ) K,4� ''J 2��, 9) CENTERLINE.CROSS SLOPES WILL BE MEASURED PERPENDICULAR TO CENTERLINE AT 5' TO THE CURB LINE. 10' INTE(RIN ING SLOPES) ARE MEASURED IN THE DIRECTION OF PEDESTRIAN TRAVEL. 24. TOEMATCHSIDE EXISTING TERRAIN LUNLESSRAMPSOTHERWII E SHOWN INTO OTHE CONT ACTL DP CUMEN 5. GRADES A MAXIMTS. 5 ALL PHASES OF ENGINEERING DESIGN, Fp RFp �\ �jQ pF� CROSS SLOPES ARE MEASURED PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL. WHERE GRADING IS NOT FEASIBLE DUE TO LIMITED ROW OR PHYSICAL CONSTRAINTS, A "' SURVEYING,CODE CONSULTING, F OF a0 6. JOINTS BETWEEN SIDEWALKS, CURB RAMPS, TURNING SPACES AND ROADWAYS SHALL BE BACK CURB MAY BE INSTALLED. SEE DETAILS ON SHEET 3 OF 9 AND SHEET 9 Of 9. \ FLUSH AND FREE FROM ABRUPT VERTICAL CHANGES GREATER THAN 1/4". VERTICAL SURFACE 25. DEPARTMENT PREFERENCE IS TO INSTALL TWO CURB RAMPS AT A STREET CORNER THAT ZONING ANALYSIS &BID SPECIFICATION O (SEE DRIVEWAY NOTE 11) Py \ DISCONTINUITIES BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NOT STEEPER SERVES BOTH CROSSINGS. WHERE EXISTING PHYSICAL CONSTRAINTS PREVENT TWO CURB \ THAN 1:2.THE BEVEL SHALL BE APPLIED ACROSS THE ENTIRE JOINT. SEE DETAIL ON RAMPS FROM BEING INSTALLED AT A STREET CORNER THAT SERVES BOTH CROSSINGS, A C A/, ti��� \\ SHEET 2 OF 9. SINGLE DIAGONAL CURB RAMP WILL BE PERMITTED TO SERVE BOTH PEDESTRIAN STREET DETAIL "B" www.HPEng.com 7. SIDEWALKS ARE CONNECTED TO ROADWAYS BY EITHER BLENDED TRANSITIONS OR CURB CROSSINGS. g ACCESSIBLE PASSING SPACE TRANSITION RAMPS. BLENDED TRANSITIONS ARE CONNECTIONS BETWEEN THE SIDEWALK LEVEL AND THE BOTH SIDES TAPER \ s.SjpF�i� ROADWAY LEVEL THAT HAVE A MAXIMUM GRADE (RUNNING SLOPE) OF 5Y AND TRANSITIONS CHR I S M. A R TA G LIA �0•. �/'� CORNER ANGLE IN OF GREATER THAN 5% ARE CONSIDERED CURB RAMPS. TURNING SPACE AND CLEAR SPACE NOTES: -- \ j �C�10 8. CURB RAMPS AND BLENDED TRANSITIONS MAY REQUIRE THE INSTALLATION OF 26. WHERE SPACE A CHANGALL E IN DIRECTION THE REQUIRED THE UTILIZE OP ACCURURB RAMP AS APPLICABLE. �� DETECTABLE WARNINGS. SEE ADDITIONAL "DETECTABLE WARNING NOTES" ON THIS SHEET, C A TURNING SIDEWALK RAMP \ S% Q�� AND DETAILS ON SHEET 2 OF 9 FOR DIMENSIONS, ORIENTATION AND INSTALLATION. TURNING SPACES SHALL BE PERMITTED TO OVERLAP CLEAR SPACES. �4 E tl Aq LAYOUT VARIES (TYP.) \ ti1q , 9. VERTICAL AUGMENT SHALL BE GENERALLY PLANAR. GRADE BREAKS WITHIN THE 27. WHERE THERE ARE NO VERTICAL CONSTRAINTS AT THE BACK OF SIDEWALK, (E.G„ 0 PEDESTRIAN ACCESS ROUTE SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL AND '-0 \ VERTICAL CURB, BUILDINGS, FENCES) THE TURNING SPACE DIMENSIONS SHALL BE 4 " x SHALL NOT BE ROUNDED. 4'-O" MINIMUM. WHERE THE TURNING SPACE IS CONSTRAINED AT THE BACK OF SIDEWALK,10. MATERIAL DEPTHS SHOWN ON THESE SHEETS ARE TYPICAL MINIMUM VALUES AND MAY BE THE TURNING SPACE SHALL BE 44" X 54" MINIMUM. THE 54" DIMENSION SHALL BE DESIGN ELEMENT TOLERANCES 5 I• \\ ���G �P DIFFERENT IN THE CONTRACT DOCUMENTS. PROVIDED PERPENDICULAR TO THE CONSTRAINT. DESIGN FIELD LIMIT FOR WORT( m I1. SIDEWALK WHEN MATCNINGEIRUNNING NTO EXISTING SLOPE) SHALL NOT BE ALL OR WHEN THE DESIGNED TO EXCEED GRADE . STEXCERT WHEN 2B ANY NDIRECTION,ING SWHILE LPROVIDING NOT BE OPOSITIVE ESIGNED WDRAINAGE.ITH S THE PM MAXIMUM CROSS EATER NSLOPE FOR SIDEWALK CROSS SLOPE - SEE NOTE 12 LAYOUT 55% MAX.MIT ACCEPTANCE 2 0/ MAX E E WORK ACCEPTANCE IS 2.0%. A NONSTANDARD FEATURE JUSTIFICATION IS REQUIRED WHERE HIGHWAY GRADE IS GREATER THAN 5%. THE SIDEWALK GRADE SHALL NOT EXCEED THE TURNING SPACES EXCEED 2.0% IN ANY DIRECTION. SIDEWALK GRADE (RUNNING SLOPE) - SEE NOTE 11 4.5% MAX. 5.0% MAX. 1 jpFjy Q�S��Q� �QG�C, HIGHWAY GRADE. 29. BEYOND THE BOTTOM GRADE BREAK, A CLEAR SPACE OF 4'-0" x 4'-0" MINIMUM SHALL CURB RAMP GRADE (RUNNING GRADE IRON t) - SEE NOTE 21 NOTE 7 4 5%MAX. 5.3% MAX. 12. THE CROSS SLOPE OF PEDESTRIAN ACCESS ROUTES SHALL BE 1.5% MAXIMUM FOR �w _ " BE PROVIDED WITHIN THE WIDTH OF THE PEDESTRIAN CROSSWALK, AND OUTSIDE THE /LIA • DESIGN AND LAYOUT, AND 2% MAXIMUM FOR WORK ACCEPTANCE. THE FOLLOWING EXCEPTIONS PARALLEL VEHICLE TRAVEL LANE. THE CLEAR SPACE MAY OVERLAP TURNING SPACES, ALL VALUES SHOWN ON THE 608-01 STANDARD SHEETS REFER TO DESIGN AND FIELD LAYOUT LIMITS. P R 0 F E SSIO N dL ENGINEER ARE ALLOWED: DETECTABLE WARNING SURFACES, AND DROP CURBS.WHERE PEDESTRIAN STREET CROSSINGS ARE PROVIDED AT INTERSECTIONS NEW YORK LICENSE No. 078209 A. FOR ADDITIONAL REQUIREMENTS AND TOLERANCES, SEE "CRITICAL ELEMENTS FOR THE DESIGN, LAYOUT, WITHOUT YIELD OR STOP CONTROL OR WHERE THERE IS ANY TRAFFIC SIGNAL AND CONSTRUCTION OF PEDESTRIAN FACILITIES" AVAILABLE N THE NYSDOT HIGHWAY DESIGN MANUAL WITHOUT A FLASHING RED, THE CROSS SLOPE OF A PEDESTRIAN ACCESS ROUTE DETECTABLE WARNING NOTES: CHAPTER 18 WEBSITE. LAWRENCE D. O'BRIEN CONTAINED WITHIN A STREET CROSSING SHALL BE 4.5% MAXIMUM FOR DESIGN AND LAYOUT, AND 5% MAXIMUM FOR WORK ACCEPTANCE. 30. DETECTABLE WARNING SURFACES SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS ON PEDESTRIAN ACCESS ROUTES: v� B. WHERE MIDBLOCK PEDESTRIAN STREET CROSSINGS ARE PROVIDED, THE CROSS Q p SLOPE OF A PEDESTRIAN ACCESS ROUTE CONTAINED WITHIN A MIDBLCK A. CURB RAMPS AND BLENDED TRANSITIONS AT PEDESTRIAN STREET CROSSINGS. �Q yQ 1 STREET CROSSING SHALL BE PERMITTED TO EQUAL THE STREET OR HIGHWAY GRADE. B. PEDESTRIAN REFUGE ISLANDS (WHERE THE LENGTH OF THE PEDESTRIAN ACCESS ROUTE y �O & 13. THE MINIMUM CLEAR WIDTH FOR PEDESTRIAN ACCESS ROUTES IS 4'-0". EXCLUSIVE OF ACROSS THE REFUGE ISLAND IS GREATER THAN OR EQUAL TO 6 FEET). NEWSTATE°YORK Department of 5HE0 CURB.54 WHEN PASSING SPACES THS ARE(SHOWN INSS THAN IET IL A NOR B), OR A FEATURE OF EQUAL C. PEDESTRIAN AT-GRADE RAIL CROSSINGS NOT LOCATED WITHIN A STREET OR HIGHWAY. OPPORTUN1TM' Transportation OR GREATER PROVIDED ATDAMENSIONS MAXIMUM INTERVAL OFA200 T EXISHAT TIING DRIVEWAYSEET THE ANDTSTREET CROSSI SHALL NG 31 ROUTETABLE CROSSESRNING DRIVEWAYSACES WITH SIG SIALL GNAL. ELDIORDSTOPRE THE CONTROLEDESTRIAN ACCESS DETECTABLE WARNING p�1v�`�Py OF pQ� p�Py�0 14. THE BUFFERMAY ALSOERVE ZNEAES IS PASPHYSICAL SING C DISTANCE SEPARATING THE PEDESTRIAN ACCESS 32. SOMEACES DETECTABLESHALLNOT WARNTNGROVIDED PRODl1CTSTREQ IRENAS ONCRETENBORDERDFORIVEWAY P(PER APRONS.ROUTE U.S. CUSTOMARY STANDARD SHEET U THE VEHICLE TRAVELED WAY.WHERE THE ZONE WIDTH, EXCLUSIVE HOF CURBR ZONE MAY BE ISLESS THAN 3LONTED THEOR PAVED.SURF SURFACE CURB EDGE IS TOOLED IF TOPR IDEBORDER SHALL NOT EXCEED 2". WHERE THE BACK OF A RADIUS, THE BORDER DIMENSION SHALL BE MEASURED SIDEWALK AND CURB RAMP DETAILS SHOULD BE PAVED OR CONSTRUCTED WITH HARDSCAPE MATERIALS. FROM THE INSIDE EDGE OF THE CURB RADIUS. (SHEET I OF 9) PROFESSIONAL ENGINEER NYSDOT TYPE 2 DRIVEWAY ENTRANCE DETAIL 15. THE MAXIMUM RECOMMENDED CROSS SLOPE OF A TURF BUFFER ZONE OR SLOPE 33. THE DETAILS PROVIDED ARE NOT DRAWN TO SCALE. THE QUANTITY OF DOMES DEPICTED NEW YORK LICENSE No. 082537 TRANSITION BEHIND SIDEWALK IS 25%. BUFFER ZONES WITH A CROSS SLOPE GREATER THAN ON THE DETECTABLE WARNING UNIT IS FOR ILLUSTRATION ONLY. THE SIZE OF THE 25% SHOULD BE PAVED, PLANTED OR CONSTRUCTED WITH HARDSCAPE MATERIALS. DETECTABLE WARNING FIELD SHALL BE 24" MINIMUM IN THE DIRECTION OF TRAVEL AND APPROVED MARCH 07, 2016 ISSUED UNDER EB 16-012 N.T.S. SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE, EXCLUDING ANY UNLESS APPROVED BY ALL AGENCIES HAVING 16. WHEN CROSSING DRIVEWAYS, THE WORK SHALL BE IN CONFORMANCE WITH STANDARD FLARED SIDES. THE WIDTH OF THE DETECTABLE WARNING FIELD INCLUDES A CONCRETE /S/ RICHARD W. LEE, P.E. JURISDICTION, THESE PLANS ARE NOT TO BE UTILIZED SHEET 608-03. BORDER, IF PROVIDED. DEPUTY CHIEF ENGINEER 608-01 FOR CONSTRUCTION. OWNER/ CONTRACTOR ARE NYSDOT DRIVEWAY NOTES: 17. FOR PEDESTRIAN SIGNALS AND PEDESTRIAN PUSH BUTTONS, REFER TO STANDARD SHEET 34. ON SLOPES OF 5% OR GREATER, THE ROWS OF DOMES SHALL BE ALIGNED TO BE (DESIGN) RESPONSIBLE FOR CONFIRMING ALL REQUIRED AGENCY 1. "SHOULDER WIDTH" REFERS TO THE PAVED SHOULDER WIDTH. THE SHOULDER WIDTH MAY BE DESIGNATED AS A PARKING LANE, BIKE LANE, CURB OFFSET, OR OTHER PAVED AREA. 680-10 FOR DETAILS. PERPENDICULAR OR RADIAL TO THE LOWER GRADE BREAK ON THE RAMP RUN. WHERE DOMES APPROVALS HAVE BEEN SECURED PRIOR TO ARE ARRAYED RADIALLY THEY MAY DIFFER IN DOME DIAMETER AND CENTER-TO-CENTER COMMENCEMENT OF WORK, WHETHER DESCRIBED ON 18. WHERE EXISTING ROADWAYS ARE SAWCUT TO INSTALL CURBING AND/OR SIDEWALK, THE SPACING WITHIN THE RANGES SPECIFIED ON SHEET 2. ON SLOPES LESS THAN 5%, DOME 2. A DRIVEWAY TIP-UP SECTION SHOULD EXTEND TO A LOGICAL TERMINI (EXAMPLE: SIDEWALK EDGE, WHERE THE DRIVEWAY GRADE MATCHES EXISTING GROUND, OR LAYOUT POINT). FOR REFERENCE, ROADWAY SHOULD BE SAWCUT AT LEAST 2'-a' FROM THE PROPOSED CURB LINE TO ALLOW ORIENTATION IS LESS CRITICAL AND MAY DIFFER FROM PERPENDICULAR OR RADIAL THESE PLANS OR OTHERWISE. A REASONABILE LENGTH FOR TAPERING THE TIP-UP SECTION BACK TO THE EDGE OF DRIVEWAY IS 3-4 TIMES THE LENGTH OF CURB DROP. THE TIP-UP SECTION IS NOT PART OF THE FOR ADEQUATE COMPACTION OF ASPHALT. IF SAWCUT IS LESS THAN 24" FROM PROPOSED ALIGNMENT TO THE GRADE BREAK. CURB LINE,THEN THE ROADWAY SHALL BE REBUILT USING CLASS C CONCRETE. SEE REVISIONS DRIVEWAY OPENING WIDTH. REFER TO NYSDOT STANDARD SHEET TITLED "MISCELLANEOUS CURB DETAILS" FOR THE CURB TRANSITION. DETAILS ON SHEET 9 OF 9. 35. THE DETECTABLE WARNING FIELD SHALL BE THE COLOR SPECIFIED IN THE CONTRACT DOCUMENTS OR MEET THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS. DETECTABLE REV NO, DA TE REVISION 3. FOR DRIVEWAYS WITH A DRIVEWAY OFFSET LESS THAN 16', THE TAPER METHOD IS NOT GENERALLY RECOMMENDED, UNLESS IT CAN BE FIELD VERIFIED THAT THE DRIVEWAY ENTRANCE WIDTH WILL WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT GUTTER, STREET OR HIGHWAY, OR PEDESTRIAN ACCESS ROUTE SURFACE, EITHER LIGHT-ON-DARK OR ACCOMMODATE THE VEHICLES THAT USE THE DRIVEWAY ON A REGULAR BASIS. DARK-ON-LIGHT. 1 1012412J MISC. REVS 4. IF THERE ARE CONSTRAINTS THAT PREVENT THE CONSTRUCTION OF THE DRIVEWAY OPENING AS PER EITHER OF THE LAYOUT METHODS, THE ENGINEER MAY SPECIFY A SMALL CORNER CURB NYSDOT C 0 N C R E T E SIDEWALK Z CURB RAMP NOTES- 5. RADIUS OF 2' (OR "1/2 BULLNOSE" CURB ALONG LOW SPEED HIGHWAYS), PROVIDED THE DRIVEWAY OPENING MEETS THE WIDTH ON STANDARD SHEET "DRIVEWAY OPENING LIMITS". THE MINIMUM PAVING LIMIT SHALL EXTEND TO THE RIGHT-OF-WAY LINE OR 2' BEHIND ANY SIDEWALK, IF PRESENT, OR 10 FEET FROM THE OUTSIDE EDGE OF TRAVEL LANE, WHICHEVER IS N.T.S. GREATER. THE PAVING LIMIT MAY EXTEND BEYOND THE MINIMUM PAVING LIMIT FOR NEW DRIVEWAYS AND TO TRANSITION TO EXISTING PAVED DRIVEWAYS. 6. ANY SIDEWALK WHICH CROSSES A DRIVEWAY SHALL HAVE A MINIMUM THICKNESS OF 6" AND INCLUDE WIRE FABRIC REINFORCEMENT WITH 3" OF TOP COVER. 7. TO PREVENT DRIVEWAY GRADES FROM EXCEEDING THE 6% MAXIMUM SLOPE, IT MAY BE NECESSARY TO DEPRESS THE SIDEWALK ACROSS THE DRIVEWAY. SIDEWALK RAMPS SHALL HAVE THE R LEAST SLOPE POSSIBLE, NOT TO EXCEED A LONGITUDINAL SLOPE OF 1:12 OR A DESIGN CROSS SLOPE OF 1.5%. WHERE THE HIGHWAY GRADE MAKES A 1:12 SLOPE IMPRACTICAL, THE RAMP LENGTH MAY BE RESTRICTED TO 15'. S. WHERE THERE ARE CONSTRAINTS THAT PREVENT CONSTRUCTION OF THE DRIVEWAY OPENING USING EITHER OF THE LAYOUT METHODS, THE ENGINEER MAY SPECIFY A SMALL CORNER CURB RADIUS PAVING LIMITS va OF 2' (OR A "1/2 BULL NOSE" CURB ALONG LOW SPEED HIGHWAYS), PROVIDED THE DRIVEWAY OPENING MEETS THE REQUIREMENTS OF THE "DRIVEWAY OPENING" TABLES ON SHEET 4 OF NYSDOT STANDARD SHEET 608-03. (SEE DRIVEWAY NOTE 9) 9. FOR RESIDENTIAL DRIVEWAYS, THE MINIMUM DRIVEWAY PAVING LIMIT SHALL BE 10' FROM THE OUTSIDE EDGE OF TRAVEL LANE OR 2' BEHIND ANY SIDEWALK, IF PRESENT, WHICHEVER IS GREATER. CURB & GUTTER �?� °ae.° 1 o°o a FOR MINOR COMMERCIAL DRIVEWAYS. THE MINIMUM PAVING LIMIT SHALL BE 30' FROM THE OUTSIDE EDGE OF TRAVEL LANE, OR 2' BEHIND ANY SIDEWALK, IF PRESENT, OR EXTEND TO THE °o°o RIGHT-OF-WAY LINE, WHICHEVER IS GREATER. THE PAVING LIMIT MAY EXTEND BEYOND THE MINIMUM PAVING LIMIT FOR NEW DRIVEWAYS AND TO TRANSITION TO EXISTING PAVED DRIVEWAYS. PROP. BUFFER (SEE DRIVEWAY NOTE 10) o p°;°°•, °mo""0'°poi e•aaa• 10. EXISTING ASPHALT BUFFER TO BE REPLACED AS REQUIRED IN ACCORDANCE WITH NYSDOT ITEM #610.1601 - TURF ESTABLISHMENT-ROADSIDE. TRAVEL LANE SIDEWALK ae ae000 e a ° �� PROP. 5' WIDE 11. ANY PORTLAND CEMENT CONCRETE SIDEWALK WHICH CROSSES A DRIVEWAY SHALL HAVE A MINIMUM THICKNESS OF 6" AND INCLUDE STEEL MESH REINFORCEMENT WITH 3" OF TOP COVER. 5 -O MIN. CONCRETE SIDEWALK EXISTING DROP CURB /asr a C, oa eo o°a°a° FINISH12. WHERE DRAINAGE IS CARRIED ALONG THE CURB, CONSTRUCT THE DRIVEWAY WITH A SHORT UPGRADE TO PREVENT RUNOFF FROM PONDING AT THE DRIVEWAY ENTRANCE (FLAT DRIVEWAY) OR GRADE GRADE BREAK AT BOTTOM OF RAMP ° A RUNNING DOWN THE DRIVEWAY DOWNHILL DRIVEWAY SLOPE). IF CONDITIONS MAKE THE ADDITION OF A SHORT UPGRADE IMPRACTICAL, USE 1" CURB REVEAL AND CONTINUE CURB ACROSS THE PROP. ON-SITE ry' 9S• ( VARIES ASPHALT PAVEMENT DRIVEWAY OPENING. ----�- ONE CORNER OF DETECTABLE $•Q� I.5% MAX. THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY MAX, WARNING SURFACE LOCATED PERSON ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE AT BACK OF CURB (TYP.) 1 ACCOMPANYING SPECIFICATIONS, UNLESS IT IS UNDER THE (OPTION 1 DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN AND SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATIONS. PROP. DRIVEWAY (SLOPE GRADE BREAK TO BACK OF CURB (NYS EDUCATION LAW SECTION 7209-2) VARIES, 6.0� MAX.) LESS THAN 5'-0" E DROP CURB 1" REVEAL TO „py.. Y n rrr - 24 MIN. IN DIRECTION OF TRAVEL -` BE REPLACED IN KIND 5�5'I•�' -'' DRIVEWAY PROFILE FOR CURBED SECTION (SEE NOTE 4) •- �- (SEE DRIVEWAY NOTE 12) y 0r 0. 0, 0. WITH SIDEWALK IN CUT SECTION RECEIVED r. � 001000 � CURBffYPa1 :r. .rr ur u a, r8 rrr P. rrr � rr A. r'-r r!r. TYPICAL NYSDOT DRIVEWAY PROFILE DETAIL eeaeaaa.e OCT 3I 2023 DETECTABLE WARNING NOTES: A rri rf,, p d- $ �(e :. 43000000°00 BUFFER ZONE 'r a c, r< m pO°`°0• oaooaaaooa °°o°oo•o N.T.S. ooao oaoao ec rn As m sR o•oo ° o° a oaao°000a cJouthol<�own 1.DETECTABLE WARNING SURFACES IDWS) SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS ON PEDESTRIAN ACCESS ROUTES: (ASPHALT UTILITY STRIP) r= a RAMP SLOPE °°°° °°o•o°°o °o°o�°°° oo°Oe°ooea°e°e Planning Board A. CURB RA)4PS AND BLENDED TRANSITIONS AT PEDESTRIAN STREET CROSSINGS. °°°°°°°°° eeaa nevo c, r< e n c:, °evovo°°° -�` 00000eoeo o• .0000a.... yooeoa0000 000a0000a B. PEDESTRIAN REFUGE ISLANDS (1TNl7iE THE LENGTH OF THE PEDESTRIAN ACCESS ROUTE ACROSS THE RffilOE ISLAND I$ GREATER THAN OR EQUAL TO $1. RAMP a000aa000 000000000 C/Qp OPTIONAL LEVEL SECTIONS °aaa°oao C. PEDESTRIAN AT-GRADE RAIL CROSSINGS NOT LOCATED WITHIN A STREET OR HIGHWAY, .Ss L 0000°•°o 9eaee a°O°O 2.DETECTABLE WARNING SURFACES SHALL BE PROVIDED WHERE THE PESESTRIAN ACCESS ROUTE CROSSES DRIVEWAYS WITH SIGNAL, YIELD OR STOP CONTROL.' H MIN. SLOPE 120 DROP CURB DETECTABLE WARNING SURFACES SHALL NOT BE PROVIDED AT CROSSINGS OF UNCONTROLLED DRIVEWAYS. MAX. SLOPE 10 SITE ADDRESS. 3.WITH THE EXCEPTION OF THE "DETECTABLE WARNING SURFACE TRUNCATED DOME DETAILS" DETECTABLE WARNING DOMES ON THIS SHEET ARE NOT DEPICTED TO JOINTS AS GRADE BREAK AT BOTTOM OF RAMP DETECTABLE WARNING SURFACE LOCATED SCALE. REQlIIREO ABOVE LOWER GRADE BREAK PROPOSED CONVENIENCE STORE 4.DETECTABLE WARNING FIELDS SHALL EXTEND 24" MINIMUM 1N THE DIRECTION OF PEDTRIAN TRAVEL ACROSS THE FULL WIDTH OF THE CURB RAMP OR FLUSH NYS D 0 T C 0 N C R E T E CURB RAMP DETAIL (TYPE 1 _~_ _- __ _ _~-~ '```� (SEE NOTES 5B AND 6) WITH FILLING STATION SURFACE, EXCLUDING ANY FLARED SIDES. - - 5.SOME DETECTABLE WARNING PRODUCTS REQUIRE A CONCRETE BORDER FOR PROPER INSTALLATION. BORDERS CANNOT BE INCLUDED AS PART OF THE 24" MINIMUM CONFIGURATION W/ RAMP SIDE OPTION C: ~ -- R- --_ -~----- (OPTION 2) 740o MAIN ROAD DIMENSION DESCRIBED IN NOTE 4. toPTtoNAu NYSDOT DETECTABLE WARNING PLACEMENT DETAILS MATTITUCK, �- A. WHEN PLACED AT THE BACK OF CURB, DETECTABLE WARNING FIELDS Slfotn0 8E PLACED AS CLOSE TO THE BACK DF CURB A5 PRACTICABLE. BOTH FRONT CURB RETURN) (ROPTIDNAL) ~ CORNERS OF THE DETECTABLE WARNING FIELD SHALL NOT BE LOCATED MORE THAN 2" FROM THE BACK OF CURB. WHERE THE BACK OF THE CURB EDGE IS N.T.S. OPTIONAL 1" N.T.S. TOWN OF S O UTH O LD TOOLED TO PROVIDE A RADIUS, THE BORDER DIMENSION SHALL BE MEASURED FROM THE INSIDE EDGE OF THE CURB RADIUS. WHERE CURB IS NOT USED, THE CURB REVEAL p SUFFOLK COUNTY, NY 11952 EDGE OF PAVEMENT SHALL BE SUBSTITUTED FOR THE BACK OF CURB FOR PLACEMENT OF DETECTABLE WARNINGS. EDGE OF PAVEMENT (SEE NOTE 1) :_ B. WHEN PLACED ABOVE THE LOWER GRADE BREAK OF A CURB RAMP, DETECTABLE WARNING UNITS SHOULD BE PLACED AS CLOSE TO THE JOINT AS PRACTICABLE. B BOTH FRONT CORNERS OF RECTD.INEAR DETECTABLE WARNING FIELDS SHALL NOT BE LOCATED MORE THAN 2" FROM THE JOINT. SIDE FLARE (TYP.) -BOTTOM OF C!!KB E DISTRICT: 1000 BLOCK: 07 C. WHEN RADIAL DWS WITS ARE PLACED AT THE BACK OF CURB, THE FRONT EDGE OF THE DWS FIELD SHOULD BE AS CLOSE AS POSSIBLE TO THE BACK OF (SEE NOTE 23) SECTION: 122 LOTS: 1 & 3.2 CURB, LE., THE RADIUS OF THE FRONT OF THE OWS FIELD SHOULD MATCH THE RADIUS ALONG THE BACK OF CURB AS CLOSELY AS POSSIBLE. THE OUTSIDE 25% MAX. AT CURB LINE #' CORNERS OF THE DWS FIELD MUST BE LOCATED NO MORE THAN 2 INCHES FROM THE BACK OF CURB. _ pLr� - -- - --. (BOTH SIDES) + + _' AS SHOWN HPE EMP021-01 _ � 510�-�' µay � - TRUNCATED DOME DIMENSIONS S 6.ON SLOPES OF 57. OR GREATER, THE ROWS OF DOMES SHALL BE ALIGNED TO BE PERPENDICULAR OR RADIAL TO THE LOWER GRADE BREAK ON THE RAMS' RUN. I. - d � � � '° TYPICAL NYSDOT CAST-IN-PLACE + DATE. 10/g/23 DWG I.- EMP021-01-SP.1 WHERE DOMES ARE ARRAYED RADIALLY, THEY NAY DIFFER IN DIAMETER AND CENTER-TO-CENTER SPACING WITHIN THE RANGES SPECIFIED ON THIS SHEET. DOME CONCRETE CURB TRANSITION DETAIL A B DIM. MIN. (IN) MAX.p(IN)ALIGNMENT THAT IS PERPENDICULAR OR RADIAL TO THE LOWER GRADE BREAK IS NOT REQUIRED ON SLOPES OF LESS THAN 5k -� b A 1.61 2.4 DRAWN BY.• LD CHECKED BY- LC T. SPECIFICATIONS. EITHER DETECTABLE IONS. D TE R WARNING SURFACES ALL BE CES COLOR SPECIFIED VIISUUALLY WITH ADDJACCEENNTQOGUTTER DOCUMOR ENTS OR THE REQUIREMENTS PEDESTRIAN ACCESS STANDARD NITS SURFACE, � d w _ ,"fs'„��, 4 � NOTE: TERMINATE CURB, CURB AND GUTTER BY TRANSITIONING + + + C 50% - 65% OF D"DIM. FILE.• - - -y � �' � D 0.9" 1.4" BUFFER ZONE .. _ ON A MAXIMUM SLOPE OF 1:12 TO PAVEMENT SURFACE. (GRASS UTILITY STRIP) DETAIL SHEET CMB TRANSITION LENGTHS U E RAMP ---� Cq� PLAN ." 44 H LOPE S 10 1112 1:20 I I I C 0.2" B" 24" 72" 120" SHEET N0: NYSDOT CONCRETE CURB RAMP DETAIL (TYPE 1 SECTION _j E- CONFIGURATION W/ RAMP SIDE OPTION A: NYSDOT DETECTABLE WARNING ❑ O CURB RETURN) SURFACE TRUNCATED DOME DETAIL N.T.S. N.T.S. REV. 1 OF 9 PROP. SEPTIC TANK (S-5) W/ TRAFFIC RATED COVERS HIGH -Q e,r APPROVED 24' HEAVY DUTY CONVENIENCE 8'x 4 ' LIQ. DEPTH PROP. LEACHING POOL (S-7) PROP. LEACHING POOL (S-8) CAST IRON FRAME & WATER I I TIGHT, INSECT PROOF, STORE W/2ND RIM IN = 23.22 W/ TRAFFIC RATED COVER W/ TRAFFIC RATED COVER m L I I ADJUSTABLE AND LOCKING i i RIM OUT = 23.18 10'0x 7 EFF. DEPTH 1O'0x 7 EFF. DEPTH POINT COVER TO GRADE I FLOOR OFFICE PROP. DISTRIBUTION APPROVED 24" HEAVY DUTY CAST IRON 1��'-- INV. IN = FRAME & WATER TIGHT, INSECT PROOF, FINISHED GRADE tir �-„ _ SPACE 20.65a ADJUSTABLE AND LOCKING COVER TO GRADE MANHOLE (S-6)COVER (KITCHEN) TRAFFIC RATED COVER RIM = 22.77 RIM = 23.09 4" CAST BLOCK OR (NO BASEMENT) ENGINEERING - OPENING MUST BE OVER PRECAST CONC, COLLAR TO � 8' CONC. TOP To I ( INV. OUT = 20.15 RIM = 23.32 INV. = 18.95 INV. = 18.95 BRING MANHOLE TO GRADE i I ctovEnM FLOOR SLAB PROPOSED OUTLET DROP TEE r, SUPPORT H-20 VEHICULAR I TOP RING = 21.15 INV. IN = 20.05 TOP RING = 20.95 TOP RING = 20.95 FINISHED GRADE ai LOADING 4000 PSI ® 28 I I (EL.24.50) CLEANOUT TOP OF RINGS REFERS DAYS (NO BASEMENT) TO GRADE BOT. RING = 16.15 INV. OUT = 19.95 BOT. RING = 1 1.95 BOT. RING = 1 1.95 PRECAST RISER TO THIS SYSTOINTEM (SEE FINISHED GRADE SANITARY SYSTEM AS REQUIRED M PROFILE) 1860 WA SUI EI6 OAN ROAD TOP OF RINGS ;n p Q Q p Q p 2'-0" REFERS TO THIS O cv Q p O p p INLET PIPE (REFER TO �T���OT�'F" MELVILLE,NY 11747 POINT (SEE FRAWAMCOM PROFILE FOR SIZE) Q Q Q Q p CroBEw TEA AND •. °' PITCHED t/8"/FT MIN. p Q Q Q E3 ` ) SANITARY SYSTEM 20" .a 20" 8'TRAFFIC BEARING (516)777-4320 FAX: 516 777-4321 PROFILE) ° SLAB-H20 LOAD RATED p Q p E3 p 2s�aAx -L- �`� p p p 0 p ''\ VIRGIN 1 r �'B"> .r csr�r,>w CAST IRON PIPE TO - - - _ _ _ - - _ _ _ _ ALL PHASES OF ENGINEERING DESIGN, -,.._ > /��%j p p p p p /\� T�>KeaTAAsfrroo E FOUNDATION WALL - - - - - - - I SURVEYING,CODE CONSULTING, /\\/\\ C3 p p p p //\//\ 5 LF 6"0 PVC ZONING ANALYSIS &BID SPECIFICATION \ p p p Q C3 \\/\\j (SDR-35)@ INLET FROM KITCHEN FLOW LINE /\\/\\ c //\//\ FWSARETOBFCOPOLY►AHR PROP.KITCHEN-/ MIN. / / p p p p E3 \ \ FOLYFROPY ENE COATED Jtr 00 6" DIA. SDR-35 PVC •'° °' OUTLET 6" DIA. ��\\�\\ c //�%�' aTEit a�Jroc s•yvAri INVERT(S-2) SLOPE PIPE PITCHED MIN. / / p p p E3 0 \\ \ INV.=21.45 www.HPEng.com PITCHED MIN. /\ (KITCHEN) g• 1/4"/FT = '' 1/4"/FT VIRGIN ./\\/ JOINTSEALANTTOJ3H a SOIL \//\ p p p p p �' /\\/ rsOTrLRUtsarRFM 7.6 LF 6"0 PVC(SDR-35) 8 LF 6"0 PVC `/\\/ Q Q p Q \//\/ J'TJ � 8 LF 6"0 PVC SDR-35) PROP. GREASE TRAP (S-4) @ 1/8"/FT MIN.SLOPE// W \\, ( (SDR-35)@ CHRIS 1RTAGLIA :t \\ \\ / PeDYibL+NON��IIiK�a @1/4"/FT MIN.SLOPE W/ TRAFFIC RATED COVERS (KITCHEN) 1/8"/FT MIN. MASTJOWrSEALAMT. (KITCHEN) SLOPE p.�� �F /,/ •; �` \\ \\ p p p p // // /i 6"0 PVC(SDR-35) BOTTOM OF RINGS c> ,/\/\/ \/\/\. T �' 8'x 5 LIQ. DEPTH (COMBINED) O REFERS TO THIS ��\\�\\� p p p p /�\//j�/ OPntAoer cwsan+rJAceR +,p (FROM POINT SEE w // // \ \ �_ __ RIM IN = 23.58 ( OM SANITARY SANITARY SYSTEM 4 /\\\/\\\ //%\//%\/ 1 STADaA"STMSTRAes RIM OUT = 23.48 SYSTEM) l PROFILE) a N // /\\ p p p p //\\//\� T 4E"JO R gsaeHoar- Cr --� INV. IN = 21.25 BOTTOM OF RINGS REFERS p p p p //�\ INV. OUT = 20.75 „ •. ° ''. TO THIS POINT (SEE p p p p TOP RING = 21.75 °' z. ° •:< SANITARY SYSTEM PROFILE) Q Q Q 1.ALL MANHOLE SECTIONS SHALL CONFORM TO A.S.T.M•C-478,LATEST REVISION BOT. RING = 15.75 KITCHEN SYSTEM PROFILE t o'm STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE M.H•SECTIONS. 3'-0, 8'0 I-• o �T� MIN. 2.MANHOLE RISER SECTION TO BE PIIRNISH®W 1,2,3,OR 4'HEIGHTS,AS RDQUIItED. N.T.S. i 3.LOADING TO CONFORM TO AASHTO H-20 LOADING. v STRUCTURE SHALL BE MONOLITHIC POUR AND PRECAST CONCRETE. GROUNDWATER "' 4.ALL CONCRETE ISTO MEET 4000 PSI AT28 DAY SET. PROP. FUJICLEAN CEN-5 PROFESSIONAL ENGINEER S.OUTLBTPIPETO BESET 0.11MDffMUMBELOWR4LBTPIPES• (S-3) W/ TRAFFIC RATED NEW YORK LICENSE No. 078209 TYPICAL GREASE TRAP DETAIL BACKFILL MATERIAL SHALL BE 6.TIM MAXIMUM CHANGE IN ELEVATION 13M WEEN INLET AND OUTLET INVERT(S) COVERS CLEAN SAND AND GRAVEL S RAM BENOGREATER THAN 2MMT• LAWRENCE D. O'BRIEN NTS RIM IN = 23.79 SANITARY JUNCTION RIM MIDDLE = 23.71 SANITARY LEACHING POOL DETAIL RIM OUT = 23.63 PROP. LEACHING POOL (S-7) PROP. LEACHING POOL (S-8) SCALE NTS MANHOLE DETAIL CONVENIENCE INV. IN = 20.38 W/ TRAFFIC RATED COVER W/ TRAFFIC RATED COVER SCALE: N.T.S. STORE W/2ND INV. OUT = 20.21 FLOOR OFFICE TOP OF I/A = PROP. DISTRIBUTION 10'0x 7 EFF. DEPTH 10'0x 7 EFF. DEPTH SPACE STRUCTURE 21.39 MANHOLE (S-6) W/ RIM = 22.77 RIM = 23.09 TRAFFIC RATED COVER FLOOR SLAB PROPOSED BOT. OF I/A = INV. = 18.95 INV. = 18.95 STRUCTURE 15.97 RIM = 23.32 SCUM BAFFLE B (EL.24.50) CLEANOUT INV. IN = 20.05 TOP RING = 20.95 TOP RING = 20.95 (NO BASEMENT) TO GRADE CONC. TOP RING = 22.14 RISER(TYP.) BOT. RING = 14.14 INV. OUT = 19.95 BOT. RING = 1 1.95 BOT. RING = 11.95 7'-103" 4 PROFESSIONAL ENGINEER CHAMBER Volume (gal) FINISHED GRADE 2 -104„ 2'-72„ 2,-04„ r--- _----1 NEW YORK LICENSE No. 082537 Q1 Sedimentation Chamber 277 iT Ti UNLESS APPROVED BY ALL AGENCIES HAVING RECIRCULATION (2 Anaerobic Filtration Chamber 278 I I I I JURISDICTION, THESE PLANS ARE NOT TO BE UTILIZED AIR LIFT PUMP I I - - - - FOR CONSTRUCTION. OWNER/ CONTRACTOR ARE 03 Aerobic Contact Filtration Chamber 127 CAST IRON PIPE TO I I _ _ _ - - - - - RESPONSIBLE FOR CONFIRMING ALL REQUIRED AGENCY DISINFECTION EXTEND MIN.2'THRU I I I 1 - - - - - - _ I APPROVALS HAVE BEEN SECURED PRIOR TO ® Clarification Chamber 63 FOUNDATION WALL I I I CYLINDER (OPTIONAL) COMMENCEMENT OF WORK, WHETHER DESCRIBED ON OS Disinfection Chamber 4 I I I THESE PLANS OR OTHERWISE. PROP. 1 I 1 6 LF 4"0 PVC 6"0 PVC(SDR-35) REVISIONS 4 INLET PIPE 4 OUTLET PIPE Total Volume 749 SANITARY I I I I 1 A F ® A INVERT I I 1 1 (SDR-35)@ INV.=2KI05 1/8"/FT MIN. (FROM KITCHEN REV N0. DATE REVISION SLOPE SYSTEM) 4'-0- I I I I (SANITARY) 1 1012412J MISC. REVS 4 SPECIFICATIONS 7 LF 4"0 PVC(SDR-35) I I 1 I O @ 1/4"/FT MIN.SLOPE I I I I 8 LF 6"0 PVC Anaerobic Media PP /PE (SANITARY) I I I I (SDR-35)@ 1/8"/FT MIN.SLOPE EFFLUENT Board Type Aerobic Media PVC /PP /PE U----------------------- (COMBINED) O2 AIR LIFT PUMP Aerobic Media PP /PE ...: INLET BAFFLE - 0 �;' ' :': ,. SANITARY SYSTEM PROFILE 1 Blower 2.8 cfm • j;; N.T.S. .. Tank FRP Piping PVC /PP /PE 2-1/2" VENTILATION PIPE FLOW BAFFLE 1/2" AIR INTAKE Access Covers Plastic / Cast Iron RECIRCULATION PIPE (CLEANING OPENING) B Disinfectant (Optional) Chlorine Tablets FLOW OPENING (TYP.) r •... ' APPROVED 24" HEAVY DUTY PLAN VIEW 12"-24„ CAST IRON FRAME & WATER RISER (MAX.) 24" ACCESS COVER A r " v _ . `; A TIGHT, INSECT PROOF, 18" ACCESS COVER 18" ACCESS COVER 24" ACCESS COVER � �o� 0-0-0- -o .ono 0�0 0� =0=0 i : ADJUSTABLE AND LOCKING o�o�o�o ono o�o�o o�o�o 0-0-0 0-0-0 COVER TO GRADE DISINFECTION ��o�o�o� o� o�o�o ono �-0 0- 0-0- (TYP) (TYP) (TYP) ;' 0-0-0-0 0-0- -0-0-030 0- 0-0-0 0-0-0- CYLINDER OPTIONAL 0-0-0-0 0-0-0 0�0�0�0�0 0 0-030;0-07030 FINISHED GRADE (OPTIONAL) FLOW OPENING i` 0-0-0.0=0�0� o�0�0�00 �0fl 0-0-0 0�000� `' -1-,-o�0�0= 0�0�0�0� �o o=o�o0 M! 0�0�0�0 0�0� 0� 0�0�0 o�a�o� o o�o� �o�o� �o�o�o ono �o�0 0�oao L-j 00-0- >01 00 00000 00000000 -2" o o 0 Togo o 0 0 o n• PRECAST RISER AS REQUIRED -2" BOARD TYPE THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY CONTACT MEDIA i.' 2'-0" 2'-0' PERSON ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE HWL TOP OF RINGS ACCOMPANYING SPECIFICATIONS, UNLESS IT IS UNDER THE 2 - WL �, = 1: REFERS TO THIS DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH POINT (SEE 2'-O" ° '' 2'-O" ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN - - '+�. :�� :•� ,' -8" TRAFFIC BEARING SLAB- AND SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE SANITARY SYSTEM 4. H2O LOAD RATED ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATIONS. PROFILE) (NYS EDUCATION LAW SECTION 7209-2) 4'-8»R .. r � � TO LEACHING POOL ® CONC. TO SUPPORT H-20 `� 5'R INLET MIN. 6" DIA. FLOW LINE DR 5 PVC PPE 5'-5" ® VEHICULAR LOADING �' -3 I °: . �.. S • 5 -5 RECIRCULATION �'. - .. '.' (TYP.) PITCHED MIN. ,' OUTLET 6" DIA, PITCHED 2 AIR LIFT PUMP 4000 P.S.I. 28 DAYS r: ::i 1/4"/FT J _ MIN. 1/8"/FT �o a RECEIVED 4'-48 4'-3j„ 4,_27„ 0L W • w 0 $ OCT 31 2023 PLAN VIEW 10" CONC. TOP TO Southold Town Q O 3 SUPPORT H-20 BOTTOM OF RINGS N w 's Planning Board VEHICULAR LOADING 4000 REFERS TO THIS AEROBIC MEDIA SOLID MANHOLE 4 CONC. BLOCK OR PRECAST CONC. P.S.I. @ 28 DAYS POINT (SEE COVER (TYP.) COLLAR TO BRING MANHOLE TO GRADE SANITARY SYSTEM F. FINISHED GRADE PROFILE) • ° AERATION ASSEMBLY COMPACT CLEAN SOIL TO TANK SHOULDER x .� 8'0 SITE ADDRESS. cO X ;:' z_ X ' PROPOSED CONVENIENCE STORE SECTION A-A VIEW SECTION B-B VIEW N °�} STRUCTURE SHALL BE MONOLITHIC POUR AND PRECAST CONCRETE. 9" MIN./ o , WITH FILLING STATION FUJI CLEAN SYSTEM ( CEN- 5 ) DETAIL 12" MAX. 'I ' TYPICAL SEPTIC TANK DETAIL 7400 MAIN ROAD N.T.S. �' SCALE = NTS MATTITUCK, FINISHED GRADE CAPPED OR PLUGGED TO GRADE INCOMING SERVICE _ TOWN OF SOUTHOLD 200A, a/o, 480/277 VOLTS - �� SUFFOLK COUNTY, NY 1 1952 I SCDHS APPROVAL DISTRICT: 1000 BLOCK: 07 III-III III-I ( I NEW 20 AMP, 1 POLE BREAKER - ' SECTION: 122 LOTS: 1 & 3.2 120 VOLT, 1/0 SERVICE TO UTILITY CONTROL PANEL GIRD IN 1" ( Lo o SCALE. AS SHOWN HPE# EMP021-01 PVC CONDUIT I oo AT • 10/9/23 DWD 1-' EMP021-01-SPA SEE C� E- DRAWN BY. LD CHECKED BY. LC PROFILES CIRCUIT BREAKER PANEL METER 17TLE. 4"0/6"0 45" BEND FUJI (DR 18/SDR35) CONTROL PANEL j I PERFORATED PRECAST DETAIL EE T i._ CONC. RINGS ' (4"x4"x4") OR 6"x6"x6" WYE BRANCH I_. i. i (DR18/SDR35) (NO FABRICATED WYE) V GROUND ROD - 10'-0"o FLOW 4"0/6"0 MIN. DIA, 4"0/6"0 MIN. DIA. FLOW 1) BURIED MINIMUMELECTRICAL OF 24 INCHESER BELOW GRADE.TS PROP. BE A (DR-18/SDR35) (DR-18/SDR35) PROP. FUJI CLEAN SYSTEM SECTION A-A VIEW SHEET NO. 2) ALL ELECTRICAL WORK TO BE PERFORMED IN TYPICAL SANITARY Z KITCHEN ACCORDANCE WITH NEC. CONCRETE STRUCTURE DETAIL o 0 0 HOUSE CLEANOUT DETAIL SINGLE-LINE DIAGRAM (FUJICLEAN-CEN 5 SYSTEM N.T.S. N.T.S. N.T.S. REV. 1 OF 9