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Home My WebLink About8009SE � � �� P-�C�U�t ��fi�c�1 -ins Owner: 705 CR 48 LLC File M 8009SE Address: 705 CR 48 Code: 1 L Agent Info Ronald Kuoppala Architect PLLC 63 Village Line Rd Babylon, NY 11702 Phone: (516)848-0932 Fax: Email: rka@rkarchitecture.com too No n a�5 'i BOARD MEMBERS so Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road•P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. en Office Location: G Nicholas Planamento �O Town Annex/First Floor .c` Margaret Steinbugler OIiYC�U{ 54375 Main Road(at Youngs Avenue) + Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS �G� ?474M TOWN OF SOUTHOLD n NOV 2 4 Tel. (631) 765-1809 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 20,2025 ZBA FILE No.: 8009SE NAME OF APPLICANT: Ulster Farms LLC PROPERTY LOCATION: 705 CR48, Mattituck,NY SCTM No. 1000-113-12-13 SEORA DETERMINATION: The Southold Town Planning Board, as Lead Agency, at the conclusion of their coordinated, has classified the proposed Action for Special Exception Approval and Site Plan Approval, as Type I, pursuant to Part 617 of the implementing regulations pertaining to Article 8(State Environmental Quality Review Act)of the Environmental Conservation Law,and on July 15,2025 determined that the Action having a Negative Declaration will not have a significant adverse impact on the environment. LWRP DETERMINATION:The relief,permit,or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. TOWN OF SOUTHOLD PLANNING BOARD: The application was referred to the Southold Town Planning Board for comments. In their memorandum dated October 27, 2025,the Planning Board found that the proposed special exception use is generally consistent with several goals and objections of the Southold Town Comprehensive Plan. In their memo they discussed concerns relating to the intensity of use and traffic safety, etc., and made recommendations and based upon SEQRA assessment, considered conditions to ensure compatibility with the LB Zoning District and the Comprehensive Plan. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23. The Suffolk County Department of Planning issued its reply dated March 6, 2025 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. The Commission made additional comments to include: 1)the Suffolk County Department of Public Works should review same for roadway mitigation;2)that the petitioners should review the Suffolk County Planning Commission publications on Managing'Stormwater-National Vegetation and Green Methodologies and incorporate same where practical; and 3)the petitioner should review the Suffolk County Commission Guidebook with respect to energy efficiency. PROPERTY FACTS/DESCRIPTION: The subject property consists of approkimately 2.57 acres, (111,848 square feet) located within the LB (Limited Business)District. The parcel has a frontage of 300 feet along County Road 48, extending northwest for 400.03 feet to the rear boundary, then Page 2,November 20,2025 #8009SE, Ulster Farms/705 CR 48 SCTM No. 1000-113-12-13 turning northeast for 300 feet, and returning 400.03 feet southeast to County Road 48. The property is presently undeveloped. BASIS OF APPLICATION: Request for Special Exception pursuant to Article IX, Code Section 280 -41 B (2)of the Southold Town Code, and the Building Inspectors February 14, 2025 Notice of Disapproval, to allow and construct two (2) buildings to be used for contractor businesses; located at 705 County Road 48, Mattituck,NY. SCTM#1000-113-12-13. RELIEF REQUESTED: The applicant proposes to construct a two-building contractor campus with parking and loading access. The proposed construction and use require a special exception permit pursuant to Article IX, Section 280-41 B (2). ADDITIONAL INFORMATION: At the initial public hearing held on August 7,2025,the applicant provided testimony regarding the proposed use of the subject spaces. During the course of the hearing, members of the Board inquired as to the specific intended uses of the spaces,the nature and type of prospective rentals, the procedures for loading and unloading, and the potential for outdoor storage. In response to these inquiries, the applicant affirmed that outdoor storage would not be permitted on the property and further agreed to record restrictive covenants expressly prohibiting any outdoor storage on the premises. Various neighbors,and adjacent property owners spoke at the August 71h hearing both for and against the project. Two neighbors spoke for the project at the November 6th hearing with concerns about water runoff onto their property and the flow of traffic,U-turns in particular. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 7, and November 6 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280-142 and finds: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. The proposed buildings are intended for small-scale businesses compatible with Southold's small-town character. The project represents an efficient use of this limited commercial land,providing space for local contractor businesses while generating less traffic and activity than other permitted uses in the zone, such as a hotel,restaurant, or retail winery. B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts C. That the safety,the health, the welfare,the comfort,the convenience or the order of the town will not be adversely affected by the proposed use and its location. D. That the use will be in harmony with and promote the general purposes and intent of this chapter. The proposed contractor business yard advances the Town's economic Page 3,November 20,2025 48009SE,Ulster Farms/705 CR 48 SCTM No. 1000-113-12-13 development goals by providing space for small-scale service businesses that generate stable local employment. By accommodating multiple businesses on a single site, the project fosters the growth of existing business sectors, supports community-serving enterprises and makes efficient use of Southold's limited commercial and industrial land. E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard.to visibility, scale and overall appearance. F. That all proposed structures, equipment and material shall be readily accessible for fire and police protection. G. That the proposal shall comply with the requirements of Chapter 236, Stormwater Management In making such determination, consideration was also given to: A. The character of the existing and probable development of uses in the district and the peculiar suitability of such district for the location of any of such permitted uses. The LB district is intended for limited, low-traffic business activity that preserves the rural and residential character of the surrounding area. The proposed tow+/- 11,000 square foot buildings with ten contractor bays represent a relatively high-intensity use, but with closely managed operational intensity, all traffic impacts should be mitigated. B. The conservation of property values and the encouragement of the most appropriate uses of land. C. The effect that the location of the proposed use and the location that entrances and exits may have upon the creation or undue increase of vehicular traffic congestion on public streets, highways or sidewalks to assure the public safety. D. The availability of adequate and proper public or private water supply and facilities for the treatment,'removal or discharge of sewage, refuse or other effluent(whether liquid, solid, gaseous or otherwise)that may be caused or created by or as a result of the use. E. Whether the use or the materials incidental thereto or produced thereby may give off obnoxious gases, odors, smoke or soot. F. Whether the use will cause disturbing emissions of electrical discharges, dust, light, vibration or noise. G. Whether the operation in pursuance of the use will cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the Town or by other competent governmental agencies. H. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located. I. Whether a hazard to life, limb or property because of fire,flood, erosion or panic may be created by reason of or as a result of the use or by the structures to be used therefor or by the inaccessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus or by the undue concentration or assemblage of persons upon such plot. J. Whether the use or the structures to be used therefor will cause an overcrowding of land or undue concentration of population. K. Whether the plot area is sufficient, appropriate and adequate for the use and the reasonably anticipated operation and expansion thereof. Page 4,November 20,2025 #8009SE,Ulster Farms/705 CR 48 SCTM No. 1000-113-12-13 L. Whether the use to be operated is unreasonably near to a church, school,theater, recreational area or other place of public assembly. M. Whether the site of the proposed use is particularly suitable for such use. N. Whether adequate buffer yards and screening can and will be provided to protect adjacent properties and land uses from possible detrimental impacts of the proposed use. O. Whether adequate provision can and will be made for the collection and disposal of stormwater runoff, sewage,refuse and other liquid, solid or gaseous waste which the proposed use will generate. P. Whether the natural characteristics of the site are such that the proposed use may be introduced there without undue disturbance or disruption of important natural features, systems or processes and without risk of pollution to groundwater and surface waters on and off the site. Q. The issuance of a Special Exception permit, as applied for in this application, is also subject to the following specific criteria and requirements which have been met pursuant to Section 280-40 of the Town Code: BOARD RESOLUTION: In considering all of the above factors, motion was offered by Member Lehnert, seconded by Member Steinbugler,and duly carried to GRANT a Special Exception, as applied for, and shown on the Site Plans prepared by Marc Polotta,LPE,dated October 10, 2025 and the architectural drawings prepared by Ronald Kuoppala, last revised September 10, 2025. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Covenants and Restrictions shall be filed with Clerk of Suffolk County,and be attached to the property in perpetuity stating that there will be no outdoor storage of any type on the property 2. In accordance with the Zoning Board of Appeals, approval shall thereafter be deemed a lawful use as if the same were permitted by this chapter without need for a special exception permit; provided,however,that: a. All conditions imposed by the special exception approval shall continue to apply unless they,by their express terms, are of limited duration; b. All conditions imposed on special exception approval uses generally or specifically by this chapter shall continue to apply,regardless of whether any such conditions were expressly incorporated into the special exception approval; C. The Zoning Board of Appeals shall retain continuing jurisdiction over the same; d. The duration of a special exception use may be limited to a specified time period as set forth in the approval of the Zoning Board of Appeals, if the approval is silent as to the duration of the special exception use,then said use shall be in perpetuity; e. A special exception use which has been discontinued for a period of one year or more shall be deemed abandoned. 3. The applicant must obtain site plan approval from the Planning Board. Failure to do so will render this Special Exception Permit null and void. 4. The applicant must comply with all additional conditions of approval required by the Planning Board during site plan approval. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Page 5,November 20,2025 #8009SE,Ulster Farms/705 CR 48 SCTM No. 1000-113-12-13 NOTE: Violations of Conditions. A violation of any limitation or condition of a special exception approval or of any provision of this chapter applicable to a special exception use shall constitute a violation of this chapter. The Zoning Board of Appeals shall retain jurisdiction and shall have the right, after a public hearing, to modify, suspend or revoke such approval or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXv Section 280-141 of the Town Code. Vote of the Board: Ayes: Members Weisman(Chairperson), Planamento, Acampora, Lehnert,and Steinbu er. (5-0) she Chairperson Approved for filing f�/,rt/2025 NO P' GENERAL SITE NOTES NOW PHYSICAL DAMES LAND ORMERL OF ZONE:R-80 RESIDENCE PARKING AND SITE OPERATION NOTES 1/01 ZONE:R-90 RESIDENCE H. JACOBS JR, & SHARON M. JAC09S USE:RESIDENCE USE:RESIDENCE S.C.T.M. PROP.6'SOUND ATTENUATION-., 1000-113-12-102 1 UNSUITABLE MATERIAL,CONSTRUCTION DEBRIS,EXCESS SOILS,ETC.SHALL BE PROPERLY REMOVED AND DISPOSED OF SINGLE FAMILY RESIDENCE' 1. ALL DELIVERIES AND CONTRACTOR ACTIVITY SHALL BE CONDUCTED ON FENCE ON PROPERTY LINE(OFF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND LAWS. SET SHOWN FOR CLARITY) LAND NOW OR FORMERLY OF SITE. USE OF PUBLIC RIGHT-OF-WAY FOR LOADING, PARKING, OR THOMAS R. TALBOT STANDING IS PROHIBITED. S.C.T.M. 1000-113-12-10.3 2. THE CONTRACTOR IS RESPONSIBLE TO TAKE EROSION CONTROL MEASURES NECESSARY IN ACCORDANCE WITH NYS oz' T ,a#` SINGLE FAMILY RESIDENCE N 87 016140"E 300.00' n 2. OUTDOOR STORAGE OF MATERIALS OR EQUIPMENT IS PROHIBITED. STANDARDS AND SPECIFICATIONS FOR EROSION&SEDIMENT CONTROL TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS SITE 00 U 1 FROM WASHING ONTO ADJACENT ROADWAYS AND PROPERTIES. Cs "4' 0 3, ALL BUSINESS-RELATED ACTIVITIES SHALL BE CONDUCTED INDOORS TO 3. ALL ON-SITE CONCRETE SHALL BE IN CONFORMANCE WITH ACI PROVISIONS. ALL CURBING SHALL BE CONCRETE UNLESS 0 0 C! MINIMIZE NOISE AND DISTURBANCES. 0 0 OTHERWISE NOTED. 0 0 0 EXIST.WOODED 0 X1 4. RELOCATION AND/OR REMOVAL OF EXISTING UTILITY POLES, TRAFFIC SIGNS, ETC., SHALL BE COORDINATED BY THE PROP 10'XI0' UFFER AREA TO (6'HIGH PVC CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFYING THEIR PRESENCE. FENCE) 0 REMAIN 48 0 O 0 C0 0 L TRASH ENCLOSURE I- - 0 5. WORK WITHIN THE R.O.W. OF MIDDLE COUNTRY ROAD SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE _j ON CONC.PAD e, REQUIREMENTS OF SUFFOLK COUNTY REGULATIONS. 0 48 '�--PROP.POST&RAIL 6. ALL TRAFFIC CONTROL DEVICES, I.E. SIGNALS, SIGNS, AND PAVEMENT MARKINGS SHALL BE INSTALLED IN R20' -4- CONFORMANCE WITH THE GUIDELINES OF THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND 5 FENCE(TYP.) R30' RT En AS DIRECTED BY THE TOWN OF SOUTHHOLD,DIVISION OF TRAFFIC SAFETY. ALL PAVEMENT MARKINGS REQUIRED SHALL C-4 0 ROP.ASPHALT'� BE THERMOPLASTIC NYSDOT SPECIFICATIONS)UNLESS OTHERWISE NOTED ON PLAN. Cf) 0 FINAL Npi A P y 0- PAVEMENT 0 R8' I R5' 7. CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE FREE -p 19, V R10' R5' o 2 RE VI \VVED BY ZBA _y R15' W W N� FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL DETERMINE RT DECISIOI�j# <�WqS EXACT LOCATION AND EXTENT OF:THE REQUIRED SAWCUTTING IN ORDER TO PERFORM THE WORKSCOPE DEPICTED ONri VA THE PLANS. TWO FT MINIMUM FROM CURBS, PADS. WALKS, AND WALLS TO PERMIT PROPER COMPACTION OF THE REPLACED SURFACES. DATED: as 0 25.7, ae. R18' Lo RT 10 74 8. REMOVAL INCLUDES, BUT IS NOT LIMITED TO, CURBING, PAVEMENT, UNSUITABLE MATERIALS, AND UNDERGROUND C PIPING. QUESTIONABLE ITEMS ENCOUNTERED(ABOVE AND/OR BELOW GRADE)SHALL BE BROUGHT TO THE ATTENTION •A- Mapdata@2024 Terms Reportamaperror �0 v OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE. R2' PROP.1 O'X 10' (6-HIGH PVC FENCE) Ij TRASH ENCLOSURE 9. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO EXISTING VICINITY MAP ON CONC.PAD PROP.POST&RAIL FOUNDATIONS AND OTHER STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE 0 N.T.S. APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF EXPOSED AND/OR BELOW GRADE FENCE(TYP.) FOUNDATIONS/WALLSI SIDEWALKS AND PAVEMENT TO REMAIN,AND SHALL PROVIDE A SAFE WORK AREA. ANY DAMAGE 0 BULK ZONING TABLE 'TO LIKE-KIND CONDITIONS AT THE 3 0 PROP.ADA&VAN OR DISTURBANCE DUE TO SUBJECT WORKSCOPE SHALL BE REPAIRED PROJECT DATA ..... ZONING DISTRICT:LB LIMITED BUSINESS CONTRACTOR'S EXPENSE. �vllr ACCESSIBLE' (TYP.OF 2) ITEM SECTION PERM ITTEDIREQU IRED PROPOSED TAX MAP NUMBER..................... Dist,1000,Sect.1 13,Block 12,Lot 13 x. PROP.'NO PARKING 10. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC DURING SITE AREA.................................. 111,848 SF(2.57 Acres) ANYTIME ' 280 REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL, ACCESS, AND SAFETY PROVISIONS WITHIN THE R.O.W. AND ACCESS Aq MINIMUM LOT AREA ATTACH 80,000 SF 111,848 SF(2.57 ACRES) ZONING ................................ LB LIMITED BUSINESS I IMPS, PEDESTRIAN CROSSWALKS,SIDEWALKS,PAVEMENT STRIPING,ETC.)SHALL BE THE ROUTES(E.G.ACCESSIBLE RAI MENT4 CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL DETERMINE APPROPRIATENESS OF REMOVAL ACTIVITIES 0 PROP.EDGE 0 CURRENTUSE........................... VACANT AVEMT(TYP 280 AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND SAFETY OF THE PUBLIC UNTIL PERMANENT P PROPOSED USE......................... CONTRACTOR'S BUSINESS V3 COMPONENTS/REPLACEMENTS CAN BE INSTALLED. CP �51 . . . : MINIMUM LOT WIDTH ATTACH 175' 300' 1�: IAN PROPOSED FOOTPRINT........... 22,020 SF El� 0 XIST.METAL GATE MENT4 11. IF SHORING AT A DEPTH GREATER THAN 5' IS REQUIRED TO ACCOMMODATE CONSTRUCTION ACTIVITIES, IT SHALL BE PROPOSED 1-STORY &POSTS TO BE BUILDING 280 THE CONTRACTOR'S RESPONSIBILITY TO RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN THE REQUIRED LANDSCAPEINATURAL AREA 44,945 SF le REMOVED IRT CONTRACTOR'S R3' MINIMUM LOT DEPTH ATTACH 200' 400.03' SHEETING AND SHORING DETAILS.SHEETING SHALL BE IN CONFORMANCE WITH OSHA REQUIREMENTS. BUSINESS MENT4 PAVEMENT/CONCRETE AREA... 44,883 SF 11,010 SF W W W W 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION,SIZE,TYPE,AND DEPTH OF UTILITIES, 44.9. ......... ...... CID RS 10 PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MUST CONTACT THE APPROPRIATE MINIMUM FRONT YARD 280-43A 100' 100, LOCAL"ONE CALL"SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD Cp 4) PRIOR TO ANY WORK AT THE SITE.ANY DISCREPANCIES BETWEEN THE FIELD LOCATIONS AND THE PLANS SHALL BE C,0 4) REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY. THE CONTRACTOR IS ADVISED THAT UTILITY INFORMATION PROPOSED 280 RED ED1-STORY MINIMUM SIDE YARD ATTACH 20' 54' SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS,ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND C21 BUILDING MENT4 ACCESSIBLE IN THE FIELD,AND RECORD DRAWINGS AVAILZLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED PROP.'NO PARKIN 10 CONTRACTOR'S ANYTIME'SIGN 0 4 ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY Ss 280 COMPANIES PRIOR TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES BUSINESS PROP. ADA&"VAN 111010SF PROP.EDGE OF MINIMUM REAR YARD ATTACH 75' 75' DISTURBED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. MENT4 ACCESSIBLE'SIGNS 0, PAVEMENT(TYP.) 7292025 GNS "00000 ZOO&, 280 13. THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL OF 40.2%(44,945 SF) PROP.6'HIGH CHAIN LINK LANDSCAPE AREA ATTACH 35% STRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, FROZEN FEN,'E ON PROPERTY LINE(OFF MENT4 .0 MATERIALS,ROOTS AND OTHER ORGANIC MATTER. STONES USED SHALL NOT BE LARGER THAN 6 INCHES IN DIMENSION. SET SHOWN FOR CLARITY) ROP.15'X 30' PRIOR TO PLACEMENT OF FILL MATERIALS,UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE THAT AREAS TO 280 LOADING AREA MAXIMUM LOT ATTACH 20% 19.7%(22,020 SF) BE FILLED ARE FREE OF STANDING WATER,FROST,FROZEN MATERIAL,TRASH AND DEBRIS. PLACE FILL MATERIALS IN PROP.CONCRETE 0 COVERAGE HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% No PHYSICAL POSSESION MENT4 LANE) NOW OR FORMERLY OF SIDEWALK GULLY lon�y OPTIMUM DENSITY. GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. LIZ S.C.T.M. 280 ...... .... 0 CONCRETE 3-12-12 . .... ZONE:PROTECTED MAXIMUM BUILDING REFER TO GEOTECHNICAL REPORT(IF PROVIDED)FOR FURTHER RECOMMENDATIONS. REFER TO GRADING PLAN FOR R P. VACANT 18'(1 STORY) ATTACH 3572 112 STORIES SIDEWALK HEIGHT PROPOSED SURFACE ELEVATIONS. MENT4 A PROJECT SHALL BE DIVIDED INTO SEPARATE 14. UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, SHALL BE EMPTIED, CLEANED AND REMOVED FROM THE SITE IN ZONE:LB LIMITED BUSINESS USE:VACANT RS • S-C'T'M' 1000-113-12-14 STRUCTURES SO THAT NO SINGLE STRUCTURE ACCORDANCE WITH FEDERAL,STATE,COUNTY,AND LOCAL REQUIREMENTS. LAND NOW OR FORMERLY OF SHALL HAVE MORE THAN 60 LINEAR FEET OF 7 10/10/25 JR REV.PER TOWN COMMENTS DATED 10/9/25 PROP.CONC.CURB RT 2 0 % TOWN OF SOUTHOLD FRONTAGE ON ONE STREET.THE SETBACKS OF 15. PROPOSED TREE PROTECTION FENCE TO BE INSTALLED BEFORE THE START OF REMOVAL ACTIVITIES AND TO BE (TYP.) R25' VACANT MIN.STRUCTURE REMOVED AFTER CONSTRUCTION IS COMPLETE,,CONSTRU REFER TO LANDSCAPE PLAN FOR DETAILS, 280-50-C MULTIPLE STRUCTURES ON A PARCEL MAY VARY, COMPLIES 6 09112/25 JR REV.PER TOWN COMMENTS DATED 9/11/25 0 0 FRONTAGE R3' . . . R15' A PROVIDED THAT THE AVERAGE SETBACK OF THE 6 ROP ASPHALT-/ R15' PROP.6'HIGH CHAIN LINK STRUCTURES MEETS THE SETBACK REQUIRED 16. THE CONTRACTOR SHALL 13E RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES 5 08/29/25 JR MISCELLANEOUS REVISIONS S R20' FENCE ON PROPERTY LINE(OFF REGARDING MATERIALS AND INSTALLATION OF PROPOSED WORK,FOR OBTAINING THE REQUIRED PERMITS,SIGN OFFS, PAVEMENT W W G f ABOVE AND ALL BUILDINGS ARE AT LEAST 75 SET SHOWN FOR CLARITY) AND CONSTRUCTION INSPECTIONS,ACCORDING TO GOVERNING BUILDING CODES AND DISPOSAL OF ALL MATERIAL IN 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS .4- , FEET FROM THE RIGHT-OF-WAY. I 0 PROP.STOP SIGN ACCORDANCE WITH STATE AND LOCAL LAW. PROP.POST&RAIL L0 (TYP.) 0 IN ALL NONRESIDENTIAL DISTRICTS,THERE 3 05/06/25 JR UNAFFECTED SHEET FENCE(TYP.) . . . . . . Z klo 0 7 ?,1-% 3�. SHALL BE A LANDSCAPED STRIP IN THE FRONT 17. SIDEWALKS,CURBS,OR OTHER EXISTING SITE APPURTENANCES DAMAGED BY CONSTRUCTION SHALL BE REPAIRED OR 2 05/01/25 JR REV.PER SCDPW&HEALTH DEPARTMENT PROP. CONC.CURB -A 0 0 MIN.LANDSCAPE YARD AREA;THE STRIP SHALL BE 25'.THERE REPLACED IN KIND OR UNLESS NOTED OTHERWISE(UNO),WHETHER SPECIFIED ON THIS PLAN OR NOT,AT THE SOLE COMMENTS rz R50' 0 280-93-B COMPLIES BUFFER HALL BE ALSO BE A LANDSCAPED AREA 5'WIDE O R25' (TYP.) 0 S COST OF THE CONTRACTOR. * * * 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS R25' PROP.EDGE jIF 0 ABUTTING THE FRONT OF THE BUILDING IN ALL PAVEMENT(TYP.) * , * * * -PAVEMENT(TYP.) NON RESIDENTIAL DISTRICTS.PROP.EDGE OF t 18. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, NO. DATE TBY DESCRIPTION A BUFFER AREA SHALL BE REQUIRED ALONG ALL BOUNDARIES OF A NONRESIDENTIAL LOT 19. SEQUENCE AND COORDINATICN OF CONSTRUCTION IS SOLELY THE CONTRACTORS RESPONSIBILITY. PROP.ALL TRAFFIC El - TRANSITION BUFFER 280-94- ABUTTING ANY LOT IN A RESIDENTIAL DISTRICT. REVISIONS SIGN(R4-20) ED, PROPOSED 45' 20. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN A SUFFOLK COUNTY RIGHT-OF-WAY THE 30" LANDSCAPE AREA AREA B(3) SUCH BUFFER AREA SHALL COMPLY WITH AT APPLICANT/OWNER/DEVELOPERICONTRACTOR MUST OBTAIN A RIGHT-OF-WAY WORK PERMIT FROM THE SCDPW. LEAST THE FOLLOWING MINIMUM STANDARDS: 0 0 LIMITED BUSINESS DISTRICT:20 FEET R35' p BUFFER IMPROVEMENTS SHALL BE RELOCATED AT THE EXPENSE OF THE APPLICANT/OWNER/DEVELOPER/CONTRACTOR. EXIST WOODED CURB 21. ANY UTILITIES INCLUDING POLES REQUIRED TO BE RELOCATED DUE TO THE INSTALLATION OF THE REQUIRED 5'WIDE FILL EASEMENT IN E. AREA TO) R35' (TYP.) REMAIN 0 00 ANY DISTRICT OTHER THAN A RESIDENTIAL FAVOR OF COUNTY OF SUFFOLK 0 Am"A 0 ------I,_ TRANSITION BUFFER 280-94- DISTRICT ADJOINING LAND OWNED OR 22. ALL TRAFFIC ROAD MARKINGS,ROAD SIGNS,AND LIGHT SIGNALS THAT MAY HAVE BEEN MOVED OR DAMAGED IN THE W.7"WE� 25.6' 528.6,L\- AREA B(6) MAINTAINED BY NEW YORK STATE,SUFFOLK PROCESS OF CONSTRUCTION SHALL BE RESTORED AT THE APPLICANT'S EXPENSE TO AT LEAST THE SAME QUALITY AND S 87 16 40"W 300.001 COUNTY OR SOUTHOLD TOWN WITH CURRENT CHARACTERISTICS THAT EXISTED BEFORE CONSTRUCTION BEGAN. THE APPLICANT SHALL BE FURTHER RESPONSIBLE 11 EDGE OF PAVEMENT OR POTENTIAL USE AS PARKLAND:25 FEET. TO INSURE THAT, IN THE ROADWAYS ADJACENT TO THE CONSTRUCTION SITE,THESE MARKINGS,SIGNS AND SIGNALS, REPLACEMENT R - 0 UPGRADE IS RE /RED AMC PROP. STOP SIGN MUST BE APPROVED BY THE SCWPW. A, MEET EXISTING CURB AND PAVE ENT AND 24"THERMOPLASTIC _. / PARKING CALCULATIONS 23. ALL ACCESSIBLE PARKING, CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE 664 BLUE POINT ROAD, UNIT B FLUSH WITH NO T.RIP HAZARD z 1-1 STOP BAR APPROXIMATE LIMIT OF SAWCUT LINE ITEM SECTION PERM ITTEDIREQUIRED PROPOSED REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 1 1-ACCESSIB!LTY.AND ICC/ANSI Al 17.1-2017. HOLTSVILLE, NEW YORK 11742 SOLID WHITE LINE PROP.ONE WAY SIGN(R6-1) \-PROP.THERMOPLASTIC (MEET EXISTING PAVEMENT FLUSH 24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED (631) 961-0506 WHITE STRIPINGv�T WITH NO TRIP HAZARD) MINIMUM STALL SIZE 280-78-C 9'x 19' 9IX191 WITH THE PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A www.KeyCiv1IEnqineerinq.cam ----------------------- S YELLOW LINE .......................... .......................... CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES,IT IS THE CONTRACTOR'S EDGE OF PAVEMENT RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY PROP.CONIC.CURB(SHALL CONSIST OF-/ MINIMUM AISLE WIDTH 280-78-C 22'MIN.WITH 90'PARKING 25WITH 90'PARKING THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY PROJECT NAME CLASS 0 CONCRETE,REQUIRE EXPANSION GRASS MEDIAN \-PROP. CONC.CURB(SHALL CONSIST OF THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH JOINT EVERY 20'WITH A SAWCUT EVERY 10' CLASS D CONCRETE,REQUIRE EXPANSION 10'FOR COLLECTOR ROADS&15'FOR LOCAL REGULATIONS AND CODE. PROPOSED AND NOT REQUIRE ANY REINFORCEMENT) PROP.FULL DEPTH ASPHALT PAVEMENT 48) JOINT EVERY 20'WITH A SAWCUT EVERY 10' ACCESS DRIVEWAY SECONDARY HIGHWAYS(ONE WAY) (SEE PAVEMENT RESTORATION DETAIL) AND NOT REQUIRE ANY REINFORCEMENT) WIDTH 20'FOR COLLECTOR ROADS&30'FOR 30'TWO-WAY 25. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST O.S.H.A.STANDARDS AND REGULATIONS, T 0 R%'S B lum S I N E!"'IS OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS PROP.ONE WAY SIGN(136-1) SECONDARY HIGHWAYS(TWO WAY) RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE MINIMUM PARKING CRITERIA OF O.S.H.A.,AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING SETBACK 280-78-J-2 10'FROM ALL PROPERTY LINES COMPLIES PROCEDURES. 705 COUNTY ROAD 48 26, THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEAN-OUT TOPS SHALL BE ADJUSTED, IF MATTITUCK, NY 11952 LEGEND FOR MANUFACTURING,WHOLESALE AND REQUIRED,To MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. EXISTING ITEM PROPOSED STORAGE USES AND FOR DRY-CLEANING AND TOWN OF SOUTHOLD, COUNTY OF SUFFOLK RUG-CLEANING ESTABLISHMENTS AND 27, IN CASE OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS,IMMEDIATELY NOTIFY THE PROJECT ENGINEER IN DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 PROPERTY LINE LAUNDRIES:ONE BERTH FOR 5,000 TO 10,000 WRITING OF ANY CONFLICTS. NUMBER OF LOADING 280-79-A-6 SQUARE FEET OF FLOOR AREA IN SUCH USE NOT APPLICABLE DRAWING TITLE SPACES REQUIRED AND ONE ADDITIONAL BERTH FOR EACH 28. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL BUILDING ADDITIONAL 10,000 SQUARE FEET OF FLOOR SOURCES AND DISPOSAL FACILITIES.CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO PROJECT ENGINEER AND AREA OR FRACTION THEREOF SO USED.IN OWNER PRIOR TO INITIATING WORK. DOOR LOCATION A ADDITION,ADEQUATE RESERVED PARKING FOR ENIEXT WAITING TRUCKS SHALL BE PROVIDED. 29. CONTRACTOR SHALL DOCUMENT,WITH PHOTOS,CRITICAL STAGES OF CONSTRUCTION AND PROVIDE TO ENGINEER OF SITE PLAN OVERHEAD DOOR A RECORD AT END OF CONSTRUCTION. LOCATION OH MINIMUM LOADING 280-79-B 15'IN WIDTH,45IN LENGTH,AND 14'CLEARANCE NOT APPLICABLE 30, THE CONTRACTOR SHALL PERFORM THE WORK AS SHOWN ON THE PLANS AND SPECIFIED HEREIN.THE PLANS SHOW CONCRETE CURB SPACE SIZE THE GENERAL SCOPE OF THE WORK AND DO NOT NECESSARILY SHOW ALL DETAILS REQUIRED FOR COMPLETE FINISHED WORKING SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIALS AND LABOR AS DATE: 01/27/2025 NECESSARY FOR THE CONSTRUCTION OF COMPLETE WORKING SYSTEMS. SIGN - MINIMUM NUMBER OF CONTRACTOR BUSINESS SCALE: lit= 30' STALLS 280-78 40 SPACES(EMPLOYEES)+20 SPACES(2 PER 60 STALLS 31. ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE(NEC). BUSINESS X 10 TENANTS)=60 REQUIRED MANHOLE 00 STALLS 32. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY OR PROTECTED WITH TEMPORARY FENCING PROJECT NUMBER: 24216 INLET 0 IN COMPLIANCE WITH OSHA REQUIREMENTS, DRAWING BY: JR MIN.FRONT FACING 28-48-B.-17-5-a NO GREATER THAN 30%OF TOTAL NUMBER OF NO FRONT FACING PAVEMENT MARKING -4- OFF-STREET PARKING PARKING STALLS PARKING PROVIDED 33. DIEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND IT IS THE CHECKED BY: DP ARROW RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. ACCESSIBLE MARKING mb IV] VARIANCE REQUIRED 34. SIGNS TO BE FILED UNDER SEPARATE APPLICATIONS BY OTHERS. APPROVED BY: MP PARKING SPACE SEAL& SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED COUNT @ 4 PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, F., 7..71 SUB-DIVISION 2,OF TI IF NEW YORK CONCRETE PAD 20?1TrqG30ARD0FAppEq0 PILO STATE EDUCATION LAW LANDSCAPE AREA co DRAWING No: W 0 TREE GRAPHIC SCALE - NOT L*i I -ALED 0 30 0 15 30 60 120 WOODED BUFFER LINE 005 C-1 E:3 ( IN FEET ) Know what's below. 1 inch = 30 ft. Call before you dig. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 1 OF 13 YAKey Civil\Proje(;ts\2024�,24216.,Ron Kuoppala-.705 County Road 48 MattituckTrawingsWey :711D CMA24216_2025.10.10 S m -7TR-1 RPZ-O.dwg GRADING & DRAINAGE NOTES \• ,.�� I 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. . STE ro 5' 2. STORMWATER RUNOFF COEFFICIENTS PER TOWN OF SOUTHOLD: a. ROOF=1.00 b. PAVEMENT/IMPERVIOUS=1.00 a LANDSCAPE/PERVIOUS=0.30 3. PROVIDE STORMWATER RUNOFF STORAGE FOR 3"RAINFALL PER TOWN OF SOUTHOLD REQUIREMENTS 48 " 4. DRYWELL DESIGN CAPACITY:10'DIAMETER =68.42 CF/VF \ NO PHYSICAL POSSESION \ 5. ALL PROPOSED DRAINAGE INTERCONNECTING PIPING SHALL BE SMOOTH WALL HDPE WITH A MINIMUM DIAMETER OF 15 � 48 ZONE:R-80 RESIDENCE LAND NOW OR FORMERLY OF ZONE.:R-80 RESIDENCE JAMES H. JAC08S JR. do SHARON M. JACOBS \\ \ INCHES. (34V0 � ,"""' ,'.,.y USE:RESIDENCE USE:RESIDENCE S.C.T.M. 1000-113-12-10.2 SINGLE FAMILY RESIDENCE 6. TOP OF EFFECTIVE DEPTH IN LEACHING STRUCTURES SHALL BE NO HIGHER THAN THE GRATE ELEVATION OF THE LAND NOW OR FORMERLY OF LOWEST INLET IN THE IMMEDIATE SYSTEM. THOMAS R. TALBOT S.C.T.M. 1000-113-12-10.3 SINGLE FAMILY RESIDENCE 2)12 " 9 " N 87116140"E 300.00' _ / 7. GROUNDWATER WAS NOT OBSERVED AT 21'-0' BELOW GRADE (EL. 41.10) DURING FIELD WORK BY MCDONALD - - w GEOSERVICES ON NOVEMBER 01,2023.PER USGS LONG ISLAND DEPTH TO GROUNDWATER VIEWER,GROUNDWATER IS Bit 0 6 38'BELOW GRADE(EL.±2.00 NAVD88). 0711 .7] ++ / 0611 6 r, 012 'r �� .-�-_ _, \ 8. ALL LANDINGS AND WALKWAYS SHALL HAVE A MINIMUM OF 1.0%CROSS SLOPE AWAY FROM THE BUILDING OR SLOPE 0711 rr `W {` $ " --- ] r+ _�_ �� 0 611 TOWARDS AN INLET/LOW SPOT. t / �] rr o1Q '+ --- _ 9 rr �`� 1$rr , 9. CONTRACTOR SHALL CLEAN ALL EXISTING/PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES AT THE _�_------ �j � rr � �„� 42.50 42.50 ---- $ 1 ] END OF CONSTRUCTION. `` Map data©2024 Terms Report a map error 01111 ] 41.90 a ]'O N " -'' 12 ,0 4t 85 42.25 TC 42.60 9 ' „TC 42.80 `\ 42.05 w 10. ALL ACCESSIBLE PARKING, CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE c VICINITY MAP 06 07 " ,� � O 1 BC 42.10 42 25 �9 BC 2.30 � � \ REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11-ACCESSIBILTY AND !CC/ANSI A117.1 -2009.ACCESSIBLE rr 42.50 0,� \ STALLS SHALL HAVE NO SLOPE GREATER THAN 2.0% IN ANY DIRECTION AND THE PROPOSED SIDEWALK SHALL NOT N.T.S. Q9 " �$ 42.00 w �� A-15 43 O; EXCEED A 5.0%RUNNING SLOPE AND 2.0% CROSS SLOPE. n � o TC42.30 42 � �-� ®�' NTLY BY THE PROJECT DATA TC 42.30 NFIRMED B 11-\ �' A-8 BC 41i0 G .--mac \` ® ,-\ g2 42.10 11 CONTTION OF RACTOR WITH TING UTILITY SERVICES ARE UNKNOWN AND SHALL BE HE UTILITY COMPANIES AND/OR PRIVATE MARK OUT COMPAONIIES PRIOR TO COMMENCEMENT NT OF TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12.Lot 13 TC 42.40 0 \ TC 42.40 1 CONSTRUCTION. A-16\ 0/ BC 41.90 ` /A.'j � BC 41.90 "'�Ad`- �. 41.90 SITE AREA.................................. 111,848 SF(2.57 Acres) 41.95 TC 4255 BC 42.05 A-9 42.05 - 43.00 41.55 \\ 12. ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. ZONING....................................... LB LIMITED BUSINESS \ /A-6 ' TC 42.25 41.35 13. IF WET CONDITION IS ENCOUNTERED,CONTRACTOR SHALL USE 3/4'CLEAN WASHED STONE IN LIEU OF SAND BACKFILL. CURRENT USE........................... VACANT 42.05 RD-36.10 � i 2-� GR 41.10 = BC 41.75 t 42.15 r TC 42.25 7`� PROPOSED USE......................... CONTRACTOR'S BUSINESS 68.. 42.65 1�, 1A-17 14, THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS EMPLOYEES, THE GENERAL 41.50 9" 41.75 /A-1 42.20 BC 41.75 / i _ 41,70 'b"9p'' 41.90 PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC R.O.W.'S, ETC. DURING ALL CONSTRUCTION AND PROPOSED FOOTPRINT........... 22,020 SF 41.40 RIDGE _ RD-36.75 42.10 PROP.15"0 HDPE REMOVAL ACTIVITIES I 41.75 ;:, RIpGE RD=36.10 TC 42.65 41.65 � DRAINAGE PIPE(TYP.) ES N ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL CODES AND REGULATIONS. THE LANDSCAPE/NATURAL AREA... 44,945 SF "y RD=36.10 NO RESPONSIBILITIES FOR THE CONTRACTOR'S AFT A W BC 42.15 OWNER AND ENGINEER ASSUME - 0 'S SAFETY Y PROGRAMS&PROCEDURES IN TC 42.25 41.75 '. TC 42.25 RD=36.10 RIpGE GR 41.00 \ CONNECTION WITH THE WORK. PAVEMENT/CONCRETE AREA... 44,883 SF 41.30 BC 41.75 � �'<, 41.75 6 " :. jo 41.75 A-18 9 u \ GR 41.00 15. GRADING CONTOURS ARE FOR ILLUSTRATION PURPOSES ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION. PROP.8"0 PVC ROOF 41.75 41.75 �1� RD=36.75 :;:::: """"r. :: 41.70 \ e/ n 41.70 _ DRAIN PIPE @ 1.5/0 RD=36.10 rIi""�' 8 LEGEND o 41.65 „✓: 41.75 41.65 STORMWATER DESIGN CALCULATIONS1FINAL MAP MIN.SLOPE(TYP.) o y; 41.75 �> ` 41.75 PROP.HATCHED � IpGE EXISTING ITEM PROPOSED N o R RD=36.10 , ( / AREA TO BE 2/o . e \ SITE AREA=111,848 SF(2.57 ACRES)8 SF REVIEWED D BY Z BA PROPERTY LINE A 1 MAX SLOPE 41.25 ] } _ �. / PROP.HATCHED 1 TRIBUTARY DRAINAGE AREA 11 ,\ 1 84 EVI 61 1 t A-5 jo AREA TO BEAT 2% :: 41.75 GR 41.10 41 75 RD=36.10 z� \ BUILDING AREA=22,020 SF D E C I S I 0 N# BUILDING 1 MAX SLOPE C „/'' A-12� RD-36.10 41.75 41.15A-19 ��7� �© PERVI l M\N � � � 41.75 �' � 41.20 PERVIOUS/LANDSCAPE ENT(IMPERVIOUS AREA=44;883 SF 1� RD-36.75 41.75 41.70 DATED: J 0 DOOR LOCATION E~ 40.90 / r,/ 41.75 � 1 � 1An TRIBUTARY AREACA PE AREA= 5 SF 41.65 41.75Ell '.,; " PROPOSED 1-STD Y 44 94 OVERHEAD DOOR GR 40.45 BUILDING 40.85 41.05 STORAGE REQUIRED LOCATION w �R GE CONTRACTOR'S 41.65 \ ROOF=22,020 SF x 3"/12 x 1.00 = 5,505.0 CF O♦ RIpGE RD-36.10 Ip 41.75 �, c� IMPERVIOUS=44,883 SF x(3"/12)x 1.00 =11,220 8 CF 41.00 ♦ 41.35 41.75 41.75 BUSINESS 40.90 '^ 11,010 SF RIpGE r \ PERVIOUS=44.945 SF x(3"/12)x 0.30 = 3,370 9 CF CONCRETE CURB \ \ / L`�: : PROP.15"0 HDPEr, :, A-2U TOTAL STORAGE REQUIRED =20.096.7 C. A-23 41.05 DRAINAGE PIPE(TYP.),; 41.75 a1.75 F.F. EL. 41.75 RD=36.10 -� 40.75 \ 40.95 I �/` 41 75 15 r 41.75 (` ® USOERAGE TW TWENVIDED TY (22)10-0 DRYWELLS WITH 17.0'EFFECTIVE STORAGE DEPTHS SIGN � RD=36.75 40.80 \ J 41.65 GR 41.10 l(lP �„,a�" B-1 41.65 GR 40.60 22 DRYWELLS x 68,42 CF,NF x 17.0 VF=25,589.1 CF PROPOSED 1-STORY 15 RD=36.10 � 25,589.1 CF CF IS GREATER THAN 20,096.7 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED. MANHOLE 00 41.75 10 40.90 40.70 \ BUILDING v 40.80 ((� r 41.75 41.75 Q \ CONTRACTOR'S / 7 10/10/25 JR REV.PER TOWN COMMENTS DATED 10/9125 INLET ® y 41.75 BUSINESS I' A-13 41.75 RIpGE 6 09/12/25 JR REV.PER TOWN COMMENTS DATED 9/11/25 \ PROP.15"0 HDPE Q� r IA-4 4 11,010 SF 41.75 e RD=36.10 1 40.75+ -PROP.B"O PVC ROOF W - WATER SERVICE VV o \ / ';;:. F.F. EL. 41.75 RD=36.10 RD=36.75 11 1"' •1 DRAIN PIPE @1.5/° DRAINAGE STRUCTURE SCHEDULE \ DRAINAGE PIPE(TYP.) o HP 41.50 `' \ 5 08/29/25 JR MISCELLANEOUS REVISIONS 41.75 A-21 `MIN.SLOPE(TYP.) STRUCTURE EFFECTIVE RIM/ TOP OF BOTTOM INVERT INVERT RD=36.75 �/"� 41.75 41.75 ./r GR 40.60 STRUCTURE TYPE 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS ELECTRIC SERVICE E 40.60 w 41.65 NUMBER DEPTH GRATE RINGS OF RINGS IN OUT 41.65 3 05/06/25 JR UNAFFECTED SHEET 41.75 \ A-1 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND G 17.00' 38.95 37.25 20.25 35.25 35.25 41.75 RATE brr RIDGE Z - STORM PIPE � 41.75 PROP 8'0 PVC ROOF f GR 41.10 41.75 GE \ A-2 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 40.05 38.35 21.35 35.25 35.25 2 05/01/25 JR REV PER SCDPW&HEALTH DEPARTMENT NO PHYSICAL POSSESION \ l RD=36.75 i DRAIN PIPE @ 1.5% Rlpi COMMENTS LAND NOW OR FORMERLY OF GR 40.20 - 4 SANITARY PIPE \ GULLY REALY, LLc TC 41.75 A-14 ZONE:PROTECTED v ' MIN SLOPE(TYP.) RD 36.75 "�� \ S.C.LM. 1000-113-12-12 BC 41.75 Ri��F � 41.75 41.75 BC 41 75 A-3 PROPOSED 10'3 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.30 38.35 21.35 35.25 35,25 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS vAcaNr 41.75 , 41 ^mil 41.75 4175 ' 41 75 * A-4 PROPOSED-10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.20 38.35 21.35 35.25 35.25 t 0 40.75 \ ``" RD=36.75 y. NO. DATE BY DESCRIPTION DRYWELL \ / 41.70 41.70 A-5 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.45 38.35 2L35 35.25 35.25 ZONE:LB LIMITED BUSINESS ® HP 41.35 `11 y 40.40 40.70 REVISIONS USE:VACANT " RD=36.75 \\. TC 40.85 S.C.T.M. 1000-113-12-14 \ A-6 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 38.90 21.90 35.25 35.25 GR 40.30 41.65 CONTOUR - 40 -- � _ TC 42.25 BC 40.35 LAND NOW OR FORMERLY OF �Rtp TC 42.25 ,�; _ TC 41,35 BC 41.75 A-22 40.65 TOWN OF SO rHOLD \ BC 41.75 B 85 40.35 VACANT A-7 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.60 38.90 21.90 35.25 35.25 RIDGE:LINE __ RIDGE __ \ TC 39.95 ( ®11 \��n IBC 39.45U A-8 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 42,00 38.90 21.90 35.25 35.25 GR 39.90 ' FLOW ARROW - + / 4� 1 40 40.60 A-9 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 38.90 21.90 35.25 35.25 71ry 1. 0 _ A.2 GR39.15 LIT3CC 4160 ' / 12 A-10 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.55 38.90 21.90 35.25 35.25 GRADE ELEVATION 4175 / " \` ® i- ® 0 41.10 �, 40 f ' \ A-11 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17,00' 41.10 38.90 21.90 35.25 35.25 \ 20.4' TOP&BOTTOM OF TC 40.85 / 41.15 A-1 �, "' \ A-12 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.50 38.90 21.90 35.25 35.25 CURB ELEVATION BC 40.35 �^ ^ \ 3g / ' CIVIL All e A \,\O \ / ` , TC 40.85 0811 1 ti? A-13 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 38.90 21.90 35.25 35.25 NJ G O TREE 11 TC /BC 40.35 A-14 PROPOSED 4'O CONCRETE CATCH BASIN WITH FRAME&GRATE ••. 41.10 --- 36.45 38.10 664 BLUE POINT ROAD, UNIT �y TC40.70 HOLTSVILLE NEW YORK 11742 / BC 39.55 BC 40.70 / A-15 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 42.05 39.90 21.90 35.25 35.25 � ` •� ++ 15 "{ } � (6311 961-0506 41.10 6 a 9 \ � \ A-16 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.75 39.90 21.90 35.25 35.25 rr ++ TC \ \ www.KeyCivilEngineering.com T A-17 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.00 39.90 21.90 35.25 35.25 09 TC 40.65 BC 40.25 0,0r�'+�16" __ \ , BC 40.15 7110 o A-18 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.00 38.90 21.90 35.25 35,25 PROJECT NAME 5'WIDE FILL EASEMENT IN rr rr z PROPOSED ®� 0 $ „� 62 o A-19 PROPOSED 10'7J PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.85 38.90 21.90 35.25 35.25 r r O FAVOR OF COUNTY OF SUFFOLK' r t,1 A� _ A-20 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40,60 38.90 21.90 35.25 35.25 528.04 _ _ _ _ _ w 4 A-21 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE ITOT 40.60 38.90 21.90 35.25 35.25 T T W W 41 W W 40300.00 W Er� A-22 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 39.90 38.20 21.20 35.25 35.25 40.90 MEET EL 4;. ' E��41.c' LLL41,1' _A1,0' EL41,0' EL-409' L : .8' / El-'40,h' EL46,5' EL141.4' EL40.J EL 40.�' L140.?' E1.140,1' EA.' A-23 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.20 38.90 21.90 35.25 35.25 TC 40.80 TC 40.50 / EXISTING 40.70 TC 41.10 BC 40.30 BC 40.00 _/ MATTI705 OUNTY TUCK, NY 01D 48 952 TC±41.95 BC 40.60 -� - MEET TOWN OF SOUTHOLD, COUNTY OF SUFFOLK B--± TC 41.50 TC 41.30 EXISTING SOLID WHITE LINE TC 41.70 TC 41.50 BC 41.00 BC 40.80 BC 41.20 BC 4t.00 V�ST' �� VLL L DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 SOLID YELLOW LINE EDGEF PAVEMENT ------ ......................_... RAWING TITLE APPROXIMATE LIMIT OF T APPROXIMATE LIMIT OF -GRASS MEDIAN L7LE Ram GRADING & DRAINAGE SAWCUT LINE N® SAWCUT LINE (MEET EXISTING PAVEMENT (MEET EXISTING PAVEMENT FLUSH WITH NO TRIP HAZARD) CSU F®L COS ROAD 4 0 FLUSH WITH NO TRIP HAZARD) PLAN McDONALD GEOSERVICES DATE: 01/27/2025 B 1 POB 1258 SOUTHHOLD,NY 11971 631.765.3677 mcdgeo@glnail.com SCALE: 1" = 30' Test Hole Data Sheet Name:Falcone PROJECT NUMBER: 24216 DP: Location:Mattituck DRAWING BY: JR Tax Map Number:1000-113-12-13 ate, Projection Description:Lot CHECKED BY: DP Date:11/1/23 rY � ELV.=41.10 BROWN LOAM OL APPROVED BY: MP SEAL& SIGNATURE: ALTERATION OR ADDITION TO THIS BROWN SILT ML DOC.MENT EXCEPT BY A LICENSED Know what's below. ............. 3' � NEW j, (fall t)efOrl3�/OU dig. ..•••••• PROFESSIONAL ENGINEER ISA 4 VIOLA'iION OF SECTION 7209, PALE BROWN FINE TO O SUB-DIVISION 2,OF THE NEW YORK 1-800-272-4480 COARSE SAND SW ,��Ci�G P�Lorrq STATE EDUCATION LAW co tc DRAWING No: UJI GRAPHa IC SCALE PALE BROWN FINE )' I IC NOT 't? ALED 30 0 15 30 60 120 SAND SP tisop 0815 �Pw V-2 �OFE ( IN FEET ) 1 inch = 30 ft. ELV.=2Q10 21' ARC PILOTTA, P.E. PAGE No: COMMENTS:NO WATER ENCOUNTERED NEW YORK STATE PROFESSIONAL ENGINEER #081558 2 OF 13 Y Vey CivilkProlects'2024\24216.-Ron Kuoppala--705 County Road 48-.Mattituck\Drawings\Key Civil\24216.2025.10.10SI'P-7_TR-1--RPZ-0.dwg GENERAL NOTES NO EXISTING WATER SANITARY DENSITY CALCULATIONS No "'CAL POSSESION SERVICE LAN ZONE:R-80 RESIDENCE 1 APPLICANT JAMES H. ZoNaos*jORR FORMERLY OF ZONE:R-80 RESIDENCE N M. JACOBSti USE:RESIDENCE RONALD KUOPPALA LOT SITE AREA=111,848 SF(2.57 AC) USE:RESIDENCE S-C-T-M- 1000-113-12-IO.i SINGLE FAMILY RESIDENCE NO EXISTING WATER 63 VILLAGE LINE ROAD SITE IS LOCATED IN GROUNDWATER MANAGEMENT ZONE IV=600 GPD/ACRE 1\0 LAND NOW OR FORMERLY OF SERVICE BABYLON,NY 11702 TOTAL ALLOWABLE SANITARY FLOW 2.57 ACRES x 600 GPD/ACRE 1,542 GPD OT 516-848-0932 -v SINGLE FAMILY RESIDENCE It SITE 11�. THOMAS R.TALB S.C.T.M. 1000-113-12-10.3 9 N S7016'40"E 300.00' PROPOSED USE 1111111110 41111111111, 4"!1111110 411111111, PROPERTY OWNER 1-STORY BUILDING CONTRACTOR'S BUSINESS =11,003 SF x 0.04 GPD/SF=440.12 GPD JU L 1 705 MAIN ROAD LLC 1-STORY BUILDING CONTRACTOR'S BUSINESS =11,003 SF x 0.04 GPD/SF=440.12 GPD (V6 " 1-ii U 8 1/0 07 08 /1 0611 PO BOX 1086 TOTAL DENSITY FLOW REQUIRED=880.24 GPD 0711 061/ 6 //0 01211 WESTHAMPTON BEACH,NY 11978 THE REQUIRED DENSITY IS LESS THAN THE PERMITTED DENSITY,THEREFORE THE LOT IS SUFFICIENT. 0711 081, OWNER OF CORPORATION 71' 0611 It 09 11 0 1211 PAUL PAWLOSKI 071/ -F& 48- 0711 100 PARK AVE 000 42.50 42.50 to-0 (39 SANITARY SYSTEM SIZING CALCULATIONS 11 01 41.90 it MATTITUCK,NY 11952 C11 41.85 mill /4TC 42 60 7 "Q)9 ,, 710 631-445-4348 12 '0 9 TC�80 42.05 I-STORY BUILDING CONTRACTOR'S BUSINESS =11,010 SF BC 42.10 4 06CSC 11 0711 0i IBCJ2.301 07' 08 it ��Io - F 42.50 PROPERTY KNOWN AS 1-STORY BUILDING CONTRACTOR'S BUSINESS =1 1= un 0911 42.00 705 COUNTY ROAD TOTAL=22,020 SF TIC 42.30 MATTITUCK,NY 11952 TC 2.30 BC 41.80 01 42.10 TOWN OF SOUTHHOLD,SUFFOLK COUNTY BC 41.80 SCTM No.:1000-113-12-13 CALCULATIONS TIC 42.40 TC 42.40 LOT AREA:111848 SF(2.57 ACRES) SANITARY FLOW 1 0 0/ 41.90 TWO(2)1-STORY BUILDING CONTRACTOR'S BUSINESS=22,020 SF x 0.04 GPD/SF 880.80 GPD BC 41.90 BC 41.90 - TC 42.55 43.00 2. REFER TO SITE PLAN(SHEET C-11)FOR ADDITIONAL NOTES. TOTAL SANITARY FLOW REQUIRED=880.80 GPD 41.95 BC 42.05 42.05 41.55 \_11 3. GROUNDWATER WAS NOT OBSERVED AT 21'-0'BELOW GRADE(EL.41.10)DURING FIELD WORK BY 42.05 TIC 42.25] 4135 McDONALD GEOSERVICES ON NOVEMBER 01, 2023. PER USGS LONG ISLAND DEPTH TO HYDRO-ACTION AN G 110 BC 41.75 TIC 42.25 �b z t 42.15 GROUNDWATER VIEWER,GROUNDWATER IS 38'BELOW GRADE(EL. 2.00 NAVD88). MINIMUM REQUIRED CAPACITY 1 DAY TOTAL FLOW 880.80 GPD 42.65 ` �: 911 BC 41.75 41.50 MapdataC2024 Terms Reportamaperribr 41.40 042.20 41.90 4. THERE ARE NO KNOWN EXISTING WELLS PRESENT WITHIN 150' OF THE PROPOSED SANITARY USE THE HYDRO-ACTION AN 11 OOC SERIES SYSTEM.AS APPROVED BY SCDHS 42.1 USE ONE(1)HYDRO-ACTION AN-1 1 OOC WITH A TOTAL VOLUME OF 1,100 GALLONS TC 42.65 SYSTEM. BC 42.15 (MEETS REQUIRED CAPACITY OF 880.80 GALLONS) TC 42.25 T 42.25 GR 41.00 VICINITY MAP 41.30 BC 41.75 BC 41.75 5. THERE ARE NO MAPPED DEC WETLANDS/SURFACE WATERS WITHIN 300' OF PROPERTY N.T.S. BOUNDARY LEACHING POOLS 9 GR 41.00 DESIGN FLOW 880.80 GPD .:.0 41.70 7. THE CONTRACTOR MUST NOTIFY THE TOWN ENGINEERING DIVISION AND SCDHS 24 HOURS IN LEACHING RATE 1.5 GPD/SF PROJECT DATA 7t774�, ADVANCE OF THE COMMENCEMENT OF ANY ON-SITE DRAINAGE, SANITARY, CURB, OR PAVING REQUIRED SIDEWALL AREA 880.80 GPD 1.5 GPD/SF 587.20 SF 0 WORK. PROPOSED SIDEWALL AREA TWO(2)10'0 LEACHING POOL WITH 10'EFFECTIVE DEPTH TAX MAP NUMBER..................... Dist.1000.Sect.113,Block 12.Lot 13 2 LEACHING POOLS X 31.42 SF PER LEACHING POOLIVF X 10 VF 628.4 SF SITE AREA.................................. 111,848 SF(2.57 Acres) 8. UPON OFFICE OF POLLUTION CONTROL APPROVAL, THE REMOVAL OR ABANDONMENT OF 628.4 SF IS GREATER THAN REQUIRED 587.20 SF W,. 41.25 710 EXISTING SEPTIC TANKS,AND LEACHING POOLS SHALL BE PERFORMED IN ACCORDANCE ZONING....................................... LB LIMITED BUSINESS WITH SCDHS REQUIREMENTS AS FOLLOW: GR 41.10 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES NOTES CURRENT USE........................... VACANT 4 PUMP OUT ALL SANITARY STRUCTURES 41.15 PROPOSED USE......................... CONTRACTOR'S BUSINESS 3. REMOVE ALL STRUCTURES IN ITS ENTIRETY AND DISPOSE OF ACCORDINGLY 1. ALL SANITARY PIPING, STRUCTURES,AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SUFFOLK 4 . • REMOVE ALL SLUDGE FROM THE STRUCTURES UNTIL STRUCTURE IS COMPLETELY COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY STANDARDS FOR APPROVAL OF PLANS AND PROPOSED FOOTPRINT 22,020 SF 40.90 EMPTY. CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES,DATED DECEMBER 29,2017. PROPOSED 1-STORY FILL HOLES WITH CLEAN FILL COMPACTED TO 95%PROCTOR DENSITY IN MAX ONE FOOT LANDSCAPENATURAL AREA... 44,945 SF GR 40.85 41.05 LIFTS TO THE ELEVATION REQUIRED. BUILDING GR 40.45 5 2. SEWER LINE REQUIREMENTS: PAVEMENT/CONCRETE AREA... 44,883 SF CONTRACTOR'S a. GRAVITY SEWER LINES AND FITTINGS SHALL MEET OR EXCEED ASTM STANDARD D-3034 FOR PVC SEWER PIPE WITH A MINIMUM 41.00 41.35 BUSINESS 40.90 9. IF WET CONDITION IS ENCOUNTERED, CONTRACTOR SHALL USE 3/4" CLEAN WASHED STONE IN SDR-35 RATING,UNLESS OTHERWISE INDICATED. (NO BASEMENT) 11,010 SF 21-6 LIEU OF SAND BACKFILL. b. PVC PIPE AND FITTINGS SHALL BE PROVIDED WITH INTEGRAL BELLS AND SPIGOTS AND RUBBER SEALING RINGS.THE SEALING 1.75V 40.75 RINGS SHALL MEET THE REQUIREMENTS OF ASTM STANDARD F-477.ALL SEWER LINES SHALL BE STRAIGHT,AND COUPLINGS F.F. EL. 4 41.05 .000 I'S:�: . : 40.95 . .... 40.80 SHALL BE SECURELY INSTALLED AND BE WATERTIGHT. c. ALL GRAVITY SEWER LINES SHALL HAVE A MINIMUM DIAMETER OF SIX(6)INCHES AND BE BURIED BELOW GRADE. GR4 .10 GR 40.60 PROPOSED I-STORY 3_1 McDONALD GEOSERVICES cl. WHERE PRACTICAL, GRAVITY SEWER LINES SHALL NOT BE INSTALLED IN GROUNDWATER. FOR INSTALLATIONS THAT ARE 40.90 (NO BASEMENT) PLACED IN GROUNDWATER,THE SEWER PIPING SHALL BE CONSTRUCTED OF PRESSURE RATED PIPING AND TESTED TO ENSURE BUILDING POB 1258 SOUTHHOLD,NY 11971631.765.3677 40.70 40.80 ...... TIGHTNESS PRIOR TO OPERATION.MAXIMUM PERMISSIBLE LEAK RATE IS 1/4"IN 8 HOURS. �z CONTRACTORS mcdgeo@gmail.com e. THERE SHALL BE MINIMUM TWO-FOOT LENGTH OF CAST IRON SEWER LINE EXTENDING THROUGH THE FOUNDATION. UTILITY CROSSING SING� Test Hole Data Sheet 11,010 SF BOT.OF STORM 37.30 40.75 f. HOUSE CONNECTIONS SHALL HAVE A MINIMUM PITCH OF 1/4'PER FOOT. io* It Name:Falcone g. ALL HOUSE CONNECTION SHALL BE PROVIDED WITH A CLEAN-OUT AT THE FACE OF THE BUILDING. IFT. EL. 41. HP 41.50 TOP OF WATER 35.80 h. HOUSE CONNECTIONS SHALL BE STRAIGHT WITH NO BENDS IN SEWER LINE TO THE MANHOLE. DP: D5 . ..... PROP.1"0 DOMESTIC Lo Location:Mattituck -r- GR 40.60 Tax Map Number:1000-113-12-13 1 SEWER MAIN/LATERAL SEWER REQUIREMENTS: 40.60 WATER SERVICE(40 LF .... ...... Projection Description:Lot a. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A UNIFORM SLOPE AND BE LAID WITH A STRAIGHT ALIGNMENT, WITHOUT PROPOSED 4"0 DR-18 PIPE @ BENDS.WHEN REQUIRED,APPROVED MANHOLES MAY BE UTILIZED WHERE SEWERS CHANGE DIRECTION OR SLOPE. 61/ PROPOSED 2"0 VENT 18"ABOVE 1/4"MIN.SLOPE(TYP.OF 2) Date:111/1/23 b. HOUSE OR BUILDING SEWERS SHALL BE CONNECTED TO MAIN OR LATERAL SEWERS WITH APPROVED WYE FITTINGS, NO GRADE WITH CARBON FILTER. GR41.10 ELV.=41.10 LAND PHYSICAL POSSESION BROWN LOAM OL c. SEWERS SHALL BE PROVIDED WITH MANHOLES AT INTERVALS NOT TO EXCEED 400 FEET. ............. NOW OR FORMERLY OF GR 40.20 PROPOSED IN GRj6W6 MANHOLE TC 42. 40.90 0.51 GULLY REALM, LLC 25 d. SEINER MAIN AND LATERAL SEWERS SHALL HAVE A MINIMUM DIAMETER OF 8 INCHES,AND SHALL HAVE A MINIMUM SLOPE OF S.C.T. -12 WITH REMOTE PLC CONTROL PANEL 41. ZONE:PROTECTED M- 1000-113-12 TIC 42.25 0.4%.10 INCH DIAMETER SEWERS SHALL HAVE A MINIMUM SLOPE OF 0.28%. VACANT SA-2 BROWN SILT ML WITH HP-I 50 COMPRESSOR:*,: A�o X S -1 BC 41.75 e. SEWER MAIN AND LATERAL SEWERS THAT HAVE LESS THAN 2 FEET OF COVER OR ARE NOT PLACED ON VIRGIN SOIL SHALL BE 40.75 3' CONSTRUCTED OF DUCTILE IRON PIPE(DIP). �41.7O SA-3 41.70 PALE BROWN FINE TO ZONE:LB LIMITED BUSINESS HP 41.35 40.40 4070. COARSE SAND SIN f. SEWER MAIN AND LATERAL SEWERS THAT HAVE BETWEEN 2 FEET AND 4 FEET OF COVER SHALL BE CONSTRUCTED OF DR18 OR USE:VACANT SA-4 TIC 40 85 S.C.T.M. 1000-113-12-14 ............. 6' DUCTILE IRON PIPE. 7 10/10125 JR REV.PER TOWN COMMENTS DATED 10/9/25 GR 40.30 TIC 42.25 LAND NOW OR FORMERLY OF NO EXISTING WATER TIC 42.25 TC 41.35 BC 41.75 BC 0.35 40.65 TOWN OF SOLMjoLD g. SEWER MAIN AND LATERAL SEWERS THAT HAVE OVER 4 FEET OF COVER MAY UTILIZE SDR-35 PIPE. 6 09/12/25 JR REV.PER TOWN COMMENTS DATED 9111/25 SERVICE SIC 41.75 TC 39.95 B BC 40.85 40.35 ---- VACANT 4. SEPARATION OF SEWER AND DRAINAGE LINES REQUIREMENTS: �g__ -A BC 39.45 / /-% a. SEWERS SHALL BE LAID AT LEAST 5 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAINAGE LINE.THE DISTANCE 5 08/29125 JR MISCELLANEOUS REVISIONS GR 39.90 150'OFFSET FROM PROPOSED PALE BROWN FINE SHALL BE MEASURED EDGE TO EDGE. D- 41.10 A-5 40.60 SANITARY SYSTEM SAND SP b. IN THE EVENT THAT THE DRAINAGE LINE MUST CROSS OVER THE SEWER LINE,THE SEWER LINE F MUST BE CONSTRUCTED OF 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS 150'OFFSET FROM PROPOSED r GR _-1 TC 41.60 DUCTILE IRON PIPE(DIP)UNLESS A SEPARATION DISTANCE OF 18 OR MORE INCHES IS MAINTAINED. SANITARY SYSTEM 0 BC 41.10 3 05/06/25 JR UNAFFECTED SHEET c. IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE DRAINAGE LINE,THE SEWER LINE SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE(DIP)FOR A DISTANCE OF 3 FEET HORIZONTALLY INTO VIRGIN SOIL. REV.PER SCDPW&HEALTH DEPARTMENT 41.15 PROPOSED 50%FUTURE Ilr\ 3�- d. IF PERIMETER ROOF DRAINAGE PIPING IS INSTALLED NEAR THE FACE OF THE BUILDING,ALL HOUSE CONNECTIONS MUST BE 2 05/01/25 JR COMMENTS SA-6 EXPANSION POOL PROP.ELECTRIC TRANSFORMER 0 - ��OPROPOSED 314-0 PVC(SCHEDULE 8' -1 ? CONSTRUCTED OF DUCTILE IRON PIPE FOR 10 FEET FROM THE BUILDING. 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS 40)ELECTRICAL CONDUIT FROM TIC 40.85 (MIN.ITYP.) (CONTRACTOR TO COORDINATE 0811 ELV.=20.1'0 121' 1 PULLBOX TO HYDRO-ACTION PUMPS BC 40.35 WITH UTILITY CONTRACTOR) 5, SEPARATION OF SEWER AND WATER LINES REQUIREMENTS: NO.1 DATE BY DESCRIPTION \ It I COMMENTS:NO WATER ENCOUNTERED A. PARALLEL INSTALLATION ONE 1/2'0 PVC(SCHEDULE 80)AIR TC 39.55 TIC 40.70 PROP.2"0 DOMESTIC a, SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN OR LATERAL.THE LINE FROM COMPRESSOR B 39.55 BC 40.70 WATER SERVICE(120 LF) DISTANCE SHALL BE MEASURED EDGE TO EDGE. REVISIONS PROP'OSE`D TO PVC VENT LINE ROP,6"0 FIRE WATER B. CROSSINGS 0 SERVICE(120 LF) a. THE CROSSING OF WATER AND SEWER LINES SHOULD BE AVOIDED UNLESS PROVEN ABSOLUTELY NECESSARY. 6" PROPOSED 4"0 DR-18 PIPE 9 TIC 4075 b. WATER LINE OVER SEWER LINE: IN THE EVENT THAT THE WATER LINE MUST CROSS OVER THE SEWER LINE,THE FOLLOWING BC 40.25 @ 1/4'MIN.SLOPE(TYP.) e--,o It TIC 40 651 PROP.ELECTRIC SERVICE CONDITIONS SHALL BE MET: rmuriSED 6"0 DR-18 PIPE BC 40.151 7 0 (CONTRACTOR TO COORDINATE 0 SEWER LINES SHALL BE LAID BELOW THE WATER LINE AND PROVIDE A SEPARATION OF AT LEAST 18 INCHES BETWEEN THE 5'WIDE FIL'kEASEMENT IN-,, @ 118'MIN.SLOPE(TYP.) WITH UTILITY CONTRACTOR) BOTTOM OF THE WATER LINE AND THE TOP OF THE SEWER LINE;AND !# FAVOR OF COUNTYIQF SUFFOLK - d" 8 0 - �,� -- 1 11 1; 0611 M 0 SEWER LINE JOINTS SHALL BE AT LEAST 10 FEET FROM THE POINT OF CROSSING;AND e WHEN IT IS NOT PRACTICAL TO OBTAIN AN 18 INCH SEPARATION, BOTH THE WATER AND SEINER LINES SHALL BE LEGEND 528.6,i�\_ 1 ®® CONSTRUCTED OF PRESSURE PIPE AND HAVE A MINIMUM SEPARATION OF 12 INCHES BETWEEN THE BOTTOM OF THE WATER EXISTING ITEM PROPOSED S 87'16-40" �v W 300.00' LINE AND THE TOP OF THE SEWER LINE. 5 W_ --�V-W_'L\ �7_ _W-Elru"F-f��n C. SEWER LINE OVER WATER LINE: IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE WATER LINE, THE FOLLOWING 40.90 I E M PROPERTY LINE MEET -- ------------- - ADEQUATESTRUCTURA.L SUPPORT SHALL BE PROVIDED FOR THE SEINER TO MAINTAIN LINE AND GRADE;AND CIVIL E:N1 C-7 I P/0, EXISTING 40.70 TC 40.80 TIC 40.50 • • WATER LINE AND SEWER LINE JOINTS SHALL BE AT LEAST 10 FEET FROM THE POINT OF CROSSING;AND 664 BLUE POINT ROAD, UNIT B BUILDING TC 41.10 BC 40.30 BC 40.00 BC 40.60 TC±41.95 THE ENTIRE LENGTH OF SEWER LINE BETWEEN ADJACENT MANHOLES OR OTHER SANITARY STRUCTURES SHALL BE HOLTSVILLEl NEW YORK 11742 BC±41.45 APPROXIMATE LOCATION MEET CONSTRUCTED OF MATERIALS AND JOINTS THAT ARE EQUIVALENT TO WATER fv1AIN STANDARDS OF CONSTRUCTION;AND (6311961-0506 A TC 41.50 TC 41.30 OF EXIST.12"WATER MAIN DOOR LOCATION ENIEXT BC 41.00 EXISTING • A VERTICAL SEPARATION OF AT LEAST 18 INCHES SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE SEWER LINE AND THE WW OVERHEAD DOOR SOLID WHITE LINE TIC 41.70 TC 41.50 TOP OF THE WATER LINE. w.KeyCivilEnqineerin9.com A BC 41.20 BC 41.00 LOCATION OH SOLID YELLOW LINE EDGE PAVEMENT ..................... ...................... PROJECT NAME CONCRETE CURB SANITARY STRUCTURE SCHEDULE SS ow- PROPOSED ---------- STRUCTURE ROAD STRUCTURE TYPE EFFECTIVE RIMIGRATE TOP OF BOTTOM INVERT INVERT SIGN 48> NUMBER DEPTH RINGS OF RINGS IN OUT A SA-1 PROPOSED 6"0 SANITARY BUILDING CONNECTION/CLEAN OUT ... 42.15 --- ... ... 38.55 CONTRIACTOR'S BUSINESS MANHOLE SA-2 PROPOSED 6"0 SANITARY BUILDING CONNECTION/CLEAN OUT 41.75 38.15 B U I INLET PROPOSED 1-STORY SA-3 PROPOSED 6'0 PRECAST CONCRETE PRIMARY TREATMENT TANK 4.0' 41.60 ... --- 37.05 36,55 705 COUNTY ROAD 48 BUILDING EL.42,15(SA-1) A)40.60 MATTITUCK, NY 11952 -W- WATER SERVICE CONTRACTOR'S EL.41.75(SA-2) SA-4 PROPOSED I/A SYSTEM:HYDRO-ACTION AN-1 100 --- B)40.45 38,48 ±29.23 36.40 35.90 BUSINESS CLEANOUT BOTTOM OF TOP TOP OF STRUCTURE SA-4 RIM C)40.40 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK ELECTRIC SERVICE -E 11,003 SF RIM EL.41.60 SLAB EL.38.73 EL.38.48 A=EL.40.60 PROPOSED 5 LF SA-5 PROPOSED 4'0 PRECAST CONCRETE DISTRIBUTION MANHOLE --- 40.10 38.10 34.10 35.75 35.25 DIST.1000, SECT.: 113, BLOCK: 12, LOT: 13 PROPOSED 7.2 LF OF B=EL.40.45 OF 4"0 DR-18 PIPE RIM EL.40.10 STORM PIPE FINISHED FLOOR LEVEL 41.75 4-0DR-18 PIPE @ 1/4' C=EL.40.40 @ 1/4"MIN.SLOPE 6"0 DR-18 PIPE AT 1/8" FT SA-6 PROPOSED 10'0 PRECAST CONCRETE SANITARY LEACHING POOL 10.01 39.70 37.10 25.10 35.10 --- DRAWING TITLE MIN.SLOPE MIN SLOPE SANITARY PIPE 1P 11 TOP OF STRUCTURE (8 LF FROM SA-5 TO SA-6) 39.70 SA-7 PROPOSED 10'0 PRECAST CONCRETE SANITARY LEACHING POOL 10.01 40.00 37.10 25.10 35.10 I I I gi 111 gi I I I I EL.38.10 (8 LF FROM SA-5 TO SA-7) SA-6 RIM EL. SA-7 RIM EL.40.00 SAN INV.:38.55(SA-1) UTILITY SANITARY PLAN SAN INV.:38.15(SA-2) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL DRYWELL TOP OF STRUCTURE SA-6 EL.37.10 EL.37.10 GRADE ELEVATION f4_17_51 MIN.2'OF CAST IRON PIPING DATE: 01/27/2025 THROUGH BUILDING FOUNDATION Clff F= L TOP&BOTTOM OF /f TC 40.85 b CURB ELEVATION BC 40.35 PROPOSED 4"0 DR-18 PIPE@ 1/4 INV.OUT SCALE: 30' INV.IN MIN.SLOPE EL.37.05 EL.36.55 (12 LF FROM SA-1 TO SA-3) 0 TREE ��/§/� INV OUT EL PROJECT NUMBER: 24216 (44 LF FROM SA-2 TO SA-3) �\\v ±35.90 PRECAST CONCRETE TREATMENT TANKIII _"�-INV OUT EL. DRAWING BY: J R (SA-3) INV IN EL. 35.75-/ 25 35. INV.IN EL.-/ INV IN EL. ±36.40 \// </ 35.10 %�j�� MX,, CHECKED BY: DIP 4'0 PRECAST CONCRETE DISTRIBUTION MA PREOM OF STRUCTURE APPROVED BY: MID (SA-5) EL.34.10 SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER S A \//�! IX BOTTOM OF STRUCTURE NEW ), VIOLATION OF SECTION 72109, 01, EL.31.06 0 SUB-DIVISION 2,OF THE NEW YORK M SA-4 PROPOSED I/A SYSTEM:HYDRO-ACTION AN-1 100 PILO?." STATE EDUCATION LAW Know what's below. BOTTOM OF STRUCTURE < Call before you dig. M co DRAWING No: EL.29.23 0 cc M Lu 1-800-272-4480 W 'At-ED NOT 0 GRAPHIC SCALE 30 0 15 30 60 120 081'5 C-3 in 11173 K:7�1 1 i 7!7- ROPE I M E3 97=111 10'LEA \3 CHING ( IN FEET ) SCHEMATIC SANITARY SYSTEM PROFILE BOT.EL.25.10 1 inch = 30 ft. N.T.S. MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER 1081558 3 OF 13 Y.\Key Civil\Projects024124216 Ron Kuoppala 705 County Road 48.MattituckTrawings),Key CMII24216.2025.10.10S'1:1-7.-TR-1 RPZ-O.dwg i ............ PUMP/COMPRESSER POWER CIRCUIT Print/Part Number .Description Revision Date ,. BACKFILL WITH NATIVE(DEDICATED 110V SERVICE ONA20 AMP BREAKER) HA-190312-U AN-1100WastewaterTreatmentSystem 5/15/2024 24"4� CHIMNEY 10'� " SEE NOTE 13 TI SOIL X 8 THICK TRAFFIC RATED �I1 CB1 M1 r�ti, �� /��--��\ Tanks installedindividuo"yandPlumbedonsite. ITEM NO. Part Number DESCRIPTION QTY. „ HYDROACTION TOPPING SLABtt� 24 HEAVY DUTY LOCKING -'-- 8'0 X 8" THICK TRAFFIC RATED FOR AN800 AND AN1100 APPROVED = L1 BLK BLK BLK JP1 u i L'/ i SPRAY `N 178 Min. 1 HA-AN Tank AN-1 100 245 ATU (AP1500) 1 HYDROACTION TOPPING SLAB CI COVER TO GRADE BY SCDHS APPROVAL N0. NS-002 STTE ��n I PUMP I Lifting Locations (3 LOCATIONS) WHT l-. WHT -._.I�: I_--------� t FOR PRETREATMENT TANK SEE NOTE 11 .�..., N I� \\\MOTORS;PUMP RATINGS: 2 HA-180116 AN-1 100 Pretreatment (PP1200) t BY PREVIOUSLY APPROVED BY SCDH SEE NOTE 12 " CSR 6 LOOPS I I G ;-�-' 3/4HP @ 115V SEE NOTE 11 d Cg2 M2 �, -�\ 15.0 F.L.A. 3 HA-13005X Assembly, Re-Circulation AN-1100 1 _ 12" _ -, 245 Complete COMPACTED NATIVE FILL, TYP __ILK BLK h BLK / \ - -c� RP1 --------7 RECIRC PUMP RATINGS: _ SEE NOTE 10 $ �, 18" N ', N PUMP 314HP @ 115V H ::.. CQ 18 4 WHT WHT ..- .- /,. i ✓ i r✓ �} -- `\ v ( 82 I PENETRATION HOLE ,� R . = N -------- PUMP MOTOR / 15.0 F.L.A. � '�" -- 5 IN II G SEE NOTES 7 & 8 - --- --- As -�'� - a r -- 2 NM 77J . r' � 4 CB3 M3 Z 1) All auxiliary plumbing,wirng,and Installation methods must conform to --- ___ ___ 10 MAX �iye �)b �I9 L BLK BLK BLK (�l ` 'L`=��' �� PUMP RATINGS: all county, state, province, and local code. S} ---_ - TWEEN BOTTOM OF SLAB - ---c� MP MIXER (4 LOCATION T PUMP 13/4HP 115V 2 All lurnbin ar:d connections to be lurnbed with SCH 40 e or FROM DWELLING a Cq1 AND TOP OF ACCESS COVERS WHT 1 -� equivalent. }� "- :,,. TO - -------- + MOTOR / 15.0 F.L.A. x INVERT IN PER PROPOSED PLAN o „t._i ?...:.. _ '/ f -3 Flange Width ) p p i......:. �"+ ! - p� DRAINFIELD -.- H g 3 All pipe and conduit penetrations to be sealed with Ada t-A-Flex v r I , q = CB4 Imo, Q fling locations grommets that meet ASTM C 1644, o p 1 I!` ( p rn o p K17 I q o ~ DRY -_ DRY --------7 COMP \COMP.RATINGS: -,� Blower/Controls Housing 12 All Risers and Lids 024" 4) All manufacturer electrical connections are terminated in NEMA rated 1/4HP @ 115V p Sewage Inlet enclosures with NEMA rated cord grips, NEMA 4X Min. WHT Treated Effluent Outlet g p ( ) 8 0 PRECAST CONCRETE N -------- \ i MOTOR 5.4 F.L.A. m 3 (Gravity) 5 For details pertainingto installation requirements, tank assembly, PERFORATED MANHOLE r internal pfumbinlcannectlons,wirin etc) see HydroActlon Installation SEE NOTE 1 a II ata©2024 Terms Reportamaperf<�r NOTE:ALL MOTORS MUST HAVE '< ................................._.......___........._.._......_....._.............__............._.........._ ",,:.."' Manual, and ad tonal System dotal! pants. Mai d� nm INTERNAL OVERLOAD O . HYDROACTION 10'0 PRECAST CONCRETE cn �+ "' 6) An additional questions pertaining to HydroActlon AN series PROTECTION. 89 PERFORATED MANHOLE SECTION VICINITY MAP n = 110.2 wastewater treatment systems, contact HydroActlon. BLD LR1-Q1 REDMJH WHT SEE NOTE SENT T SEE NOTES 2 N.T.S. �i M1 D 80 n, ...� t04 eLu LR1-Q2 PINKNJ M2 WHT HYDROACTION TREATMENT TANK PROJECT DATA D70 92 UNDISTURBED GROUND -- SEE NOTE 5 TAX MAP NUMBER Dist.10 ect 11 Block 1 of 13 PINKANH A Z ..:: ... Hydro-Action Specifications ..................... , RECIRC RUNNING T Model AN-1100 COMPACTED NATIVE FILL TYP BOTTOM OF EXCAVATION SITE AREA.................................. 111,848 SF(2.57 Acres) 2L BLU LR1-Q3 �Lnn� M3 WHT L 1 BUSINESS 1, - n 80 Daily Treatment Capacity 1,100Gallons SEE NOTE 6 (2 LOCATIONS) ZONING....................................... BLI LIMITED YELhYH C2:� ,; al System king Volume SEE NOTES 3 & 4 CURRENT USE.......................... VACANT G MIXER RUNNING � ,- � Tot m Working ume 3 108 Gallons PROPOSED USE CONTRACTOR'S BUSINESS Z Pretreatment WorkingVolume 1,144 Gallons 810 LR1 ""T Pretreatment , Aerobic Working Volume 1,381 Gallons PROPOSED FOOTPRINT........... 22,020 SF LR1-Q4 BLU 7 RED IV PLC INPUT n Tank Working INSTALLATION INSTRUCTIONS: LANDSCAPE/NATURAL AREA... 44,945SF Clearifier Wo Volume 583 Gallons ": Treatment Certi ication NSF 245 PAVEMENT/CONCRETE AREA... 44,883 SF BLD AS-1 PINK ATU Tank 1. EXCAVATE SO THAT TOP OF THE 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE Supply Power Requirement 1 Phase 120VAC 60Hz 20Amp BLU RED RUN AUD. , 22 Air Supply HiBlow HP-200/ 7.0 CFM BASES ARE 4.50! BELOW FINISHED GRADE. THE PERFORATED PRECAST CONCRETE MANHOLE 5 �� i L�1 ALARM Tank Material Fiberglass SECTIONS SHALL BE AS PREVIOUSLY APPROVED BY SCDHS, SCDPW OR NYSDOT FOR TRAFFIC MUTE DRD BRN W Clarifier Material Fiberglass BEARING STANDARDS. Blower/ Controls Housing Polyethylene HWA i , u • 2. INSTALL 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE BASES. ........................................................................ . ...................... . BLD ^ i TEST 7" •« � �• Drawn by i Scale Weight Tolerances Unless Otherwise Specified ; Signature� � ci sheet Material wei 3. EXCAVATE 5.33 BELOW PROPOSED INVERT IN ELEVATION FOR BOTTOM OF PRETREATMENT ALARM green fromrrse ground up 1:32 1 : 18 Assembly 2025 ±0.25"or 1° 1 .. ............................. .............................................................................................. .. .................. ...... ...................... . ....... . .......... ............. E 6.83 BELOW PROPOSED INVERT IN ELEVATION FOR BOTTOM OF LIGHT TANK, AND EXCAVATE RED BLK RED WHT TREATMENT TANK. 4. FINISH GRADE NATIVE SOIL BELOW THE PROPOSED TANKS TO BE LEVEL ±1/4-INCH. 5. INSTALL PRETREATMENT AND TREATMENT TANKS ORIENTING THE PREDRILLED HOLES IN THE ENABLE CORRECT ORIENTATION AS SHOWN IN THE PLAN. BLU 1 zl 4� YEL 2 PLC INPUT 6. PLACE AND COMPACT NATIVE BACKFILL BETWEEN PRECAST CONCRETE MANHOLE BASE AND -I• DEDICATED 20 A,110 V POWER CABLE, c ROUTED IN 3/4"PVC CONDUIT(GFI EXISTING TANKS. BACKFILL SHALL BE PLACED IN 8-INCH MAXIMUM LIFTS AND MECHANICALLY PROTECTED)FROM BUILDING TO HS•20 COMPACTED. CEASE THE PLACEMENT OF THE FILL 3-INCHES BELOW THE CROSSOVER PIPE. OVERRIDE RATED JUNCTION BOX INCOMING SERVICE BLU YELWH 12 PLC INPUT NEW 20AMP. ` CSR 1 POLE BREAKER 7. REMOVE A 1-FOOT X 1-FOOT SQUARE HOLE AT THE BOTTOM OF THE 3-FOOT HIGH PERFORATED BLU WH!PINK REMOTE PLC CONTROL PANEL WITH PRECAST CONCRETE MANHOLE AND SET THE HOLE DIRECTLY OVER THE INLET PIPE AND ON -44 14 PLC INPUT HP80 COMPRESSOR MODEL UTILITY HANDLE FOR EASY REMOVAL REMOTE PLC CONTROL PANEL TOP OF THE 4-FOOT HIGH BASE. EC50-30-L-80-PLC AS MANUFACTURED OF SAFETY SCREEN 7 10/10125 JR REV.PER TOWN COMMENTS DATED 10/9/25 TIME DOSE TAN 17 PLC INPUT BY OPS(OR APPROVED EQUAL) C/5030-1-1000PLCASR 8. REMOVE 1-FOOT X 1-FOOT SQUARE HOLE WHERE THE CROSSOVER AND OUTLET PIPES WILL BE OMED SHAPE FOR MAXIMUM 6 09/12/25 JR REV.PER TOWN COMMENTS DATED 9/11/25 CIRCUIT LOAD STRENGI H MANUFACTURED BY OPS(OR INSTALLED. ew REFER TO MANUFACTURER FOR BREAKER METER APPROVED EQUAL) DEMAND INSTALLATION DETAILS PANEL 5 08/29/25 JR MISCELLANEOUS REVISIONS HYDRO-ACTION 9. INSTALL ELECTRIC CONDUIT AND AIR LINES. SPRAY TAN1H " PLC INPUT CONTROL 4"MIN. PANEL 10.INSTALL INLET, OUTLET AND CROSSOVER PIPES. BACKFILL WITH NATIVE FILL IN 8" MAXIMUM 4 07131/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS SIZED TO FIT INSIDE z - �- FIRST 24"RISER � a , . .•• ,. .�' LIFTS TO TOP OF THE PRETREATMENT / TREATMENT TANKS AND HAND TAMP FILL. CAUTION 3 05/06/25 JR UNAFFECTED SHEET NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. Ex.GROUND ROD `T" a. • .' ,. i SHALL BE TAKEN TO MINIMIZE TAMPING OVER SEWER LINES AS TO NOT DAMAGE THE REV.PER SCDPW&HEALTH DEPARTMENT MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER, - 025.08" AN BE USED WITH OR / ��\ 2 05/01/25 JR W1 B1 DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. W1 WITHOUT SCREWS \��\ �\ / /\ /\ �\ ,\ �\ /\ �� GASKETED SEAL INTO AND OUT OF THE TANKS. COMMENTS NOTES: 4"THICK CONCRETE PAD 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-Ibs. 1. BURIED ELECTRICAL POWER coNDulrs SHALL BE A MINIMUM OF 24 INCHES BELOW GRADE. 11.INSTALL AND ROTATE TOPPING SLABS SO ACCESS HOLES ARE ALIGNED WITH THE ACCESS FIELD WIRING MUST BE A MINIMUM OF 60°C COPPER WIRE. 2. ALL ELECTRICAL WORK TO BE PERFORMED IN ACCORDANCE WITH NEC. COVERS IN THE PRETREATMENT AND TREATMENT TANKS. NO. DATE BY DESCRIPTION OWTS CONTROL PANEL ONE LINE ELECTRICAL DIAGRAM ELECTRICAL ONE-LINE DIAGRAM DETAIL POLYLOK 20" SAFETY SCREEN PAD MOUNTED CONTROL PANEL 12.INSTALL PRECAST CONCRETE CHIMNEYS ON TOPPING SLAB WITH HEAVY DUTY CAST IRON N.T.S. POLYLOK20"0HDPE,PART NO.3009-SS N.T.S. FRAME AND COVERS TO GRADE. REVISIONS (OR APPROVED EQUAL) N.T.S 13.BACKFILL AND COMPACT THE OUTSIDE OF THE PERFORATED PRECAST CONCRETE MANHOLES TO PROPOSED GRADE WITH NATIVE BACKFILL. BACKFILL SHALL BE PLACED IN 8-INCH MAXIMUM LIFTS AND MECHANICALLY COMPACTED. 14.CONTRACTOR SHALL CONTACT WASTEWATER WORKS, INC. AT (631) Ap -591-0818 TO ADDRESS ', �, NOTES: QUESTIONS OR PROVIDE ADDITIONAL INSTALLATION INSTRUCTIONS. 1. SEE SPECIAL NOTES ENTITLED "OWNER REQUIREMENTS FOR WATER MAINS AND APPURTENANCES" FOR ADDITIONAL INFORMATION ON THRUST RESTRAINT REQUIREMENTS. 2. THRUST RESTRAINT USING THRUST BLOCKS OR RESTRAINED LENGTHS ARE SHOWN ON THESE SHEETS. THRUST BLOCKS, RESTRAINED JOINTS USING TIE RODS,OR RETAINER GLANDS ARE ALL ACCEPTABLE , -j l -11 METHODS TO NYSDOT. HOWEVER, THE THRUST RESTRAINT METHOD SELECTED SHALL BE APPROVED BY THE SYSTEM OWNER. PLUG&FERRULE 3. IF THE OWNER OF THE WATER SYSTEM REQUIRES A METHOD THAT RESTRAINS INDIVIDUAL JOINTS, EACH 664 BLUE POINT ROAD, UNIT B PLUG&FERRULE --I 12" JOINT THAT FALLS WITHIN THE MINIMUM RESTRAINED LENGTH, MEASURED FROM THE CENTER OF THE 1'-Q H O LTS V I LL E NEW YO A K 11742 --j 12" GRADE FITTING, AS SHOWN ON THESE SHEETS SHALL BE RESTRAINED, AND SHALL WITHSTAND THE MAXIMUM MIN. CONCRETE HOUSING(3,000 PSI) PRESSURE APPLIED TO THE SYSTEM. (6 31) 9 61-0 5 O 6 GRADE CONCRETE HOUSING 8" a 4" CLASS A CONCRETE SHALL NOT BE PLACED UNDER WATER. THE CONTRACTOR SHALL DEWATER THE WIDTH 8" (3,000 PSI) APPROVED SEWER PIPE EXCAVATION OR PLACE TYPE G CONCRETE USING APPROPRIATE UNDERWATER PLACEMENT TECHNIQUES. W W W.K e y C I V I I E n g i n e e r i n g.C O m APPROVED 5. CONCRETE FOR THRUST BLOCKS SHALL NOT BE ALLOWED TO COVER OR INTERFERE WITH JOINT OR SEWER PIPE 45°ELBOWS RESTRAINT HARDWARE. PLASTIC SHEETING OR BUILDING FELT MAY BE PLACED OVER PIPE OR FITTINGS HEIGHT PROJECT NAME --��-- TO PREVENT CONCRETE FROM ADHERING TO SURFACES.CONCRETE FOR THRUST BLOCKS SHALL BE 45°ELBOWS 60°WYE POURED AGAINST UNDISTURBED SOIL. PROPOSED 6. FOR BENDS, BEARING AREA SHALL BE PARALLEL TO THE EDGE OF THE FITTING AT THE FITTING MIDPOINT. 7. FOR TEES, BEARING AREA SHALL BE PERPENDICULAR TO THE BRANCH (SINGLE LEG) AXIS. �. 8. FOR REDUCERS, BEARING AREA SHALL BE PERPENDICULAR TO THE FITTING AXIS. THE MINIMUM PLAN VIEW END VIEW ALTERNATE "A" ALTERNATE "B° THICKNESS ICKNESSR.LONG THE FITTING AXIS SHALL BE V-O" OR THE LENGTH BETWEEN THE BELLS, WHICHEVER NOTES: 9. THRUST RESTRAINTS FOR SIZES OVER 24 NPS OR FOR FITTINGS NOT SHOWN ON THESE SHEETS WILL BE 1. CLEANOUT(S)LOCATED IN TRAFFIC AREAS SHALL BE DESIGNED ON A CASE BY CASE BASIS, AND WILL BE SHOWN IN THE CONTRACT DOCUMENTS. MINIMUM RESTRAINED LENGTH OF PIPE (FT-IN) LR 705 COUNTY ROAD 48 PROVIDED WITH TRAFFIC BEARING FRAME AND COVER. 10. THRUST BLOCK SIZES AND MINIMUM RESTRAINED LENGTHS SHOWN ON THESE SHEETS ARE BASED FITTING 4 NPS 6 NPS 8 NPS 10 NPS 12 NPS 14 NPS 16 NPS 18 NPS 20 NPS 24 NPS MATTITUCK, NY 11952 2. ALTERNATE"A"IS FOR BENDS,ALTERNATE"B"IS FOR USE UPON THE FOLLOWING STANDARD CONDITIONS: I1 /�° BEND t'-3" 2'-0" 2'-6" 3'-0" 3'-6" 4'-0" 4'6" 5'-O" 5'-6" 6'-3" WITH BUILDING EXTENSION/CONNECTION. 1.5 - SAFETY FACTOR TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 5'-0" - DEPTH OF COVER 22 %20 BEND 1'-3" 2'-0" 2'-6" 3'-0" 31-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-6" �- 200 PSI - WATER SYSTEM TEST PRESSURE TYPICAL CLEAN-OUT DETAIL 14 PSI - SOIL BEARING CAPACITY 45° BEND 3'-a' 4'-0" 5'-3" 6'-3" V-6" B'-6" 9`-6" 10'-6" it'-6" 13'-6" DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 NOT TO SCALE 90 LB/CF - SOIL UNIT WEIGHT 900 BEND 7'-0" 9'-9" 12'-6" 15'-6" 18'-O" 20'-0" 23'-0" 25'-G" 28'-O" 32'-6" SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES,STANDARDS FOR It.FOR INSTALLATIONS NOT MEETING THE CONDITIONS OF NOTE 10, THE CONTRACTOR SHALL SUBMIT DRAWING TITLE APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL CALCULATIONS TO THE ENGINEER FOR APPROVAL OF RESTRAINT LENGTH CHOSEN. DEAD END 8'-6" 12'-6" I6'-0" 19-3" 23'-0 26'-0" 29'-6" 33'-0" 36'-0" 42'-0" HEAVY DUTY GRAY IRON(CL35)FRAME&SOLID COVER SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES,FIGURE 15, NOTE: PVC PIPE WILL TYPICALLY HAVE SLIGHTLY GREATER RESTRAINED LENGTH SETS / EJ OR APPROVED EQUALS 12l29/17 12. TO DETERMINE REQUIRED SIZES FOR DIFFERENT CONDITIONS, MULTIPLY THE DIMENSION BY A NOTE: FOR POLYETHYLENE WRAPPED PIPE, MULTIPLY VALUES IN TABLE BY 1.45 SANITARY DETAILS MODEL No.:V1600-3 RG REVIGS CPH2 CV UND(LOCKING) FACTOR OF THE SPECIFIC VALUE DIVIDED BY THE STANDARD VALUE. COVED INANHOL PRECAST CONCRETE COLLAR TO BRING MANHOLE TO GRADE EXAMPLE: FIND THRUST BLOCK DIMENSION FOR 12 NPS 450 BEND WITH 100 PSI TEST PRESSURE: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL MIN CONCRETE TOP SLAB FROM TABLE "45° BEND THRUST BLOCK DIMENSIONING", TO SUPPORT H-20 AREA REQUIRED AT 200 PSI IS 4'-6" X 2'-3" = 10.125 SF LOCKING COVER FINISHED GRADE VEHICULAR LOADING(4,000 FOR 100 PSI, AREA = 10.125 X (1001200) = 5.06 SF HEAVY DUTY GRAY IRON(CL35)FRAME&SOLID PLAN VIEW TOP OF RINGS REFERS TO THIS POINT Z PSI AT 28 DAYS) USE WIDTH = 3'6", HEIGHT = V-6" (AREA = 5.25 SF) DATE: 01/27/2025 COVERS SETS BY EJ OR APPROVED EQUALS (SEE SANITARY STRUCTURE SCHEDULE) MODEL No.:V7600-3 RG REV/GS CPH2 CV UND 24" N UTLET PIPE FOR CONCRETE COLLARS IF INLET PIP SANITARY DISTRIBUTION HEAVY DUTY GRAY IRON(CL35)FRAME&SOLI INSTALLED WITHIN PAVED FINISHED GRADE PITCHED AT A MIN.1I8"/FT -_-_ POOLS ONLY.PIPE COVERS SETS BY EJ OR APPROVED EQUALS 18" SCALE: N.T.S. PRECAST CONCRETE RISER 1 I-•-20"+1 PITCHED AT A MIN. MODEL No.:V1600-3 RG REV/GS CPH2 CV UND PENING MUST BE OVER �(TYP.) - SURFACE t 1/8"!FT (LOCKING) OUTLET DROP TEE , , PROJECT NUMBER: 24216 12"MIN ? FINISHED GRADE TOP OF RINGS REFERS TO THIS POINT -24 4" "MIN CONCRETE TOP SLAB TO 3" iE Z. W. INAL GRADE DRAWING BY: JR (SEE SANITARY STRUCTURE SCHEDULE) SUPPORT H-20 VEHICULAR w PRECAST CONCRETE RISER 00 w `11�CURB BOX L: 20_ A. , :�� t �::� LOADING ¢ 13 Q�0 0 J \� TOP OF RING `24 zi 10"MIN CONCRETE TOP SLAB TO WITH ROD CHECKED BY: DP y � ��0 0= p `" SUPPORT H-20 VEHICULAR LOADING 4 a �o- w / "' == (4,000 PSI AT28DAYS) APPROVED BY: MP •�9 •i z p pwp o S INLET PIP 20" t 0 w> Cr 6"0 DR-18 PVC PITCHED �'' j 13 �w0 C311 U AT1/4"1 FT MIN.SLOPE <* g SEAL SIGNATURE: ALTERATION OR ADDITION TO THIS ..^ O dm� OH-w DOCUMENT EXCEPT BY A LICENSED JOINT SEALANT TO BE 1'BUTYL LL STEPS ARE TO BE COPOLYMER ' [7 C�O O�" __IJ L "0 DR-18 PVC t PROFESSIONAL ENGINEER IS A S •, RUBBER FOR ALL JOINTS c> -D, N E v V `{'� VIOLATION OF SECTION 72D9, POLYPROPYLENE COATED AT STEEL �'• r3 �,O tON o PITCHED /Q� !� SUB-DIVISION 2,OF THE NEW YORK BARS AT120.C. �U) �w" ORISEAL CURB V ;:�i 5, ROVIDE NON-SHRINKING w STOP AND BOX Q+ •Q MAST JOINT SEALANT 3,-0 = UTLET PIPE � +� F'1�OTT STATE EDUCATION LAW 10'-0"0 MIN a 4"0 DR-18 PVC PITCHED IPPLE r/} " AT1l4"IFT MIN.SLOPE DRAWING No: o OUTLET PIPE END NOT - !►" 9ALED CONCRETE TO BE INFILLED T ;'�� `•:�R'�'�' ;. ° ,:S. • r.! XISTING 6"0 PIPE 3'-0'MIN R....,.. }2'• 1 CREATE FORMED INVERT TO AT •• .,!.;'^'.':••,.• ` - z ------- - ----- "` :•:',;; HIGHEST RECORDE - LEAST THREE-QUARTERS OF THE f y•'�::1 ONCRETE FORMED q z 8" x GROUNDWATER WATER SERVICE PIPE PIPE DIAMETER .,�� .;�, �+ C. ram- +. . •� TO AT LEAST 3/4 OF - THE DIAMETER OF THE UELLER MARK II ORISEAL S ACKFILL MATERIAL SHALL B a EW CORPORATION VALVE WITH DRAIN MODEL 1 8 o P _4 4'0 PIPE(6"0) CLEAN SAND AND GRAVEL ' A L 000 PSI REINFORCED H-10284 OR APPROVED EQUAL " =SECTION VIEW NOTE CONCRETE AT 28 DAYS TO WATER MAIN OF - 6'MIN.PENETRATION INTO A VIRGIN STRATA OF SAND AND GRAVEL 4"MIN�l SUPPORT H-20 LOADING NOTE Know what's below. 4 0 SANITARY MANHOLE WITH 6 0 0 DUCTILE IRON PIPE SHALL BE USED FOR WATER SERVICE LATERALS. Cal) before YOU dig. COVEDIFORMED INVERT LEACHING POOL DETAIL PRIMARY TREATMENT TANK DETAIL WATER SERVICE INSTALLATION DETAIL 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: (SCDHS STANDARD DETAILS) N T.S. N.T.S. N.T. N.T.S. NEW YORK STATE PROFESSIONAL ENGINEER 1081558 4 OF 13 YAKey Civil\Projects\2024\24216_Ron Kuoppala-705 County Road 48_MaWtuck\Drawings\Key Civil\24216-2025.10.10-SPP-7-TR-I-RPZ-O.dwg PLANT SCHEDULE LANDSCAPE NOTES CODE QTY BOTANICAL COMMON NAME SIZE CONTAINER NATIVE MATURE HEIGHT MATURE WIDTH 1. THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING,FINISHED GRADING,SOIL PREPARATION,PERMANENT SEEDING OR SODDING,PLANTING AND MULCHING INCLUDING ALL LABOR,MATERIALS,TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, 15.THE FOLLOWING BEST MANAGEMENT PRACTICES ARE RECOMMENDED LANDSCAPE COMPLIANCE CHART UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. IN ALL LANDSCAPED AREAS: N-101 SHADE TREES 2. EXISTING VEGETATION SHALL BE RETAINED UNLESS SPECIFIED ELSEWHERE ON THIS PLAN. ITEM SECTION PERMITTED/REQUIRED PROPOSED COMPLIANCE ARAF 13 ACER RUBRUWAUTUMN FLAME'l AUTUMN FLAME MAPLE 2 112-3"CAL. B+13 YES 40-60' 30-50' 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN.A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE I. REQUIRE THE USE OF NATIVE, DROUGHT TOLERANT PLANTS IN TOTAL LENGTH ALONG COUNTY SITE GTIS 6 GLEDITSIA TRIACANTHOS INERMIS'SKYCOLE'TM I SKYLINE THORNLESS HONEY 2 112-3"CAL. B+B YES 40.60' 20 40' DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE,WHICHEVER IS GREATER.LOCAL STANDARDS MAY REQUIRE THAT �0 TREES SHALL BE PLANTED AT INTERVALS OF 30 ROAD 48(EXCLUDING DRIVEWAY): NSW 4 N999,41SYLVATICA VILDFIRE'l BILACK GUM 2112.3"CAL. 13+13 YES 30.50' 20-30' A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. LANDSCAPING. FEET TO 40 FEET DEPENDING ON THE SPECIES, 267.60 L.F. 4. AT NO TIME SHALL MACHINERY,DEBRIS,FALLEN TREES OR OTHER MATERIALS BE PLACED,STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 5. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE"AMERICAN STANDARD FOR NURSERY STOCK'. III. REQUIRE ONLY THE USE OF ORGANIC FERTILIZERS WHERE THE STREET TREES 161-44 AND THE TREES SHALL BE LOCATED FIVE FEET 267.60 L.F./40=6.7 OR 7 TREES COMPLIES OUTSIDE THE RIGHT-OF-WAY ON PRIVATE EXISTING TREES SUPPLEMENTEDr. EVERGREEN TREES 6-T 13+13 YES 30-65' 8-25' 6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES(T)ABOVE THE NATURAL GRADE FOR TREES WATER-SOLUBLE NITROGEN IS NO MORE THAN 20%OF THE TOTAL PROPERTY. WITH 4 NSW(MORE THAN 7 JV 34 JUNIPERUS VIRGINIANA I EASTERN RED CEDAR UP TO AND INCLUDING A FOUR INCH(4")CALIPER SIZE. NITROGEN IN THE MIXTURE. 6-T B+B YES 30-65' 20-50' TOTAL) FIR 26 PINUS RIGIDA I PITCH PINE 7. CONTRACTOR SHALL PROVIDE A SIX INCH(13")THICK MINIMUM LAYER OF TOPSOIL,OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT,IN ALL PLANTING *7 LANDSCAPE 6-T 13+13 YES 10-15' 6-81 AREAS.TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. 111. REQUIRE A MAXIMUM OF 1 LB.OF NITROGEN PER 1000 SQUARE FEET PF��48 TOE 21 THUJA OCCIDENTALISTMERALD'I EMERALD ARBORVITAE AREA 280 ATTACHMENT 4 35%OF 111,848 SF 40.2%(44,945 SF) COMPLIES 8. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY,THE PROPOSED LANDSCAPE,AS SHOWN ON THE APPROVED LANDSCAPE PLAN,MUST BE tM IN ANY ONE APPLICATION,WITH A CUMULATIVE APPLICATION OF NO ORNAMENTAL TREES INSTALLED,INSPECTED AND APPROVED BY THE APPROVING AGENCY.THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN MORE THAN 2 LBS. PER 1,000 SQUARE FEET PER YEAR. LANDSCAPING.TREES AND PLANTS REQUIRED BY A CFW 4 CORNUS FLORIDA'WHITE'I WHITIE FLOWERING DOGWOOD 2 112-3"CAL. 13+13 YES 20.25' 15-25' THIS REGARD AS FOLLOWS. THE PLANTING OF TREES,SHRUBS,VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: 481-4 THESE REGULATIONS SHALL BE PLANTED IN A % ary 8.a.PLANTS: MARCH 15 TO DECEMBER 15 IV. PROHIBIT THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING GROWING CONDITION ACCORDING TO ACCEPTED 056 UCH . EVERGREEN SHRUBS 8.b.LAWN: MARCH 15 TO JUNE 15 OR SEPT.1 TO DECEMBER I NITROGEN, PHOSPHORUS,OR POTASSIUM BETWEEN NOVEMBER 1ST HORTICULTURAL PRACTICES,AND THEY SHALL BE IGC 55 ILEX GLABRA'COMPACTA'l COMPACT INKBERRY 24-30" 5 GAL. YES 34 4-6' 8.c.TREES OCTOBER 1 TO DECEMBER 1 AND MARCH 1 TO MAY 31 AND APRIL 1 ST. MAINTAINED IN A HEALTHY GROWING CONDITION. JHBH 18 JUNIPERUS HORIZONTALIS'BAR HARBOR'l BAR HARBOR CREEPING JUNIPER 15-18"SPRD. 3 GAL. YES 9.12" 6.8' 280-92-A ANY LANDSCAPING,TREES AND PLANTS WHICH SEE NOTE 12 OF THE COMPLIES KIL 6 KALMIA LATIFOLIA I MOUNTAIN LAUREL 24-30" 5 GAL. YES 5.15' 5-15' PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S V. THE USE OF PHOSPHOROUS-CONTAINING LAWN FERTILIZER IS ARE IN A CONDITION THAT DOES NOT FULFILL THE "LANDSCAPE NOTES'. DISCRETION.CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST INTENT OF THESE REGULATIONS SHALL BE 9. THERE SHALL BE NO PLANT SUBSTITUTIONS UNLESS AUTHORIZED BY LANDSCAPE ARCHITECT AND/OR STAFF OF THE LOCAL MUNICIPALITY. SHOWS THAT THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. REPLACED BY THE PROPERTY OWNER DURING DECIDUOUS SHRUBS 10. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE FERTILIZER LABELS HAVE THREE BOLD NUMBERS.THE NUMBER IN THE THE NEXT PLANTING SEASON FOR THE CAH 10 CLETHRA ALNIFOLIA'HUMMINGBIRD'i HUMMINGBIRD SUMMERSWEET 15-18" 3 GAL. YES 3.6' 3.6' AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY MIDDLE IS THE PERCENTAGE OF PHOSPHORUS IN THE PRODUCT,E.G. PARTICULAR PLANT MATERIAL. CSF 19 CORNUS SERICEA'FARROW'/ARCTIC FIRE RED TWIG DOGWOOD 24-30" 3 GAL. YES 4-6* 34 SATURATED.WATERING SHALL CONTINUE ROUTINELY AT LEAST UNTIL PLANTS ARE ESTABLISHED. 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE MIDDLE OR LOWER IS MP 11 MYRICA PENSYLVANICA I NORTHERN BAYBERRY 30-36" B+13 YES 5-10' 5.10' 11. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE(1)YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE NOT RESTRICTED.PRODUCTS WITH A NUMBER HIGHER THAN 0.67 MAY ALL LANDSCAPING,TREES AND PLANTING APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT(10%)OF THE VALUE OF THE LANDSCAPE ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST MATERIAL ADJACENT TO PARKING AREAS, ALL VEGETATION ADJACENT TO ORNAMENTAL GRASSES INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND INDICATES IT IS NECESSARY. GENERAL 280-92-C LOADING AREAS OR DRIVEWAYS SHALL BE PARKING AREAS AND DRIVEWAYS COMPLIES Map data Q2024 Terms Report a map error PV 13 PANICUM VIRGATUM I SWITCH GRASS 24-30" 2 GAL. YES 24 24 PROPERLY PROTECTED FROM VEHICULAR ARE PROTECTED BY CURBS. APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. REQUIREMENTS DAMAGE BY BARRIERS,CURBS OR OTHER MEANS. SSLB 26 SCHIZACHYRIUM SCOPARIUM I LITTLE BLUESTEM 15-18" 1 GAL. YES 1.5-2' 1-1.51 12. LANDSCAPING,TREES AND PLANTS REQUIRED BY THE REGULATIONS WITHIN THE TOWN OF SOUTHOLD ORDINANCE SHALL BE PLANTED IN A GROWING VICINITY MAP CONDITION ACCORDING TO ACCEPTED HORTICULTURAL PRACTICES,AND THEY SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION.ANY TO THE EXTENT POSSIBLE,EXISTING TREES, N.T.S. LANDSCAPING,TREES AND PLANTS WHICH ARE IN A CONDITION THAT DOES NOT FULFILL THE INTENT OF THESE REGULATIONS SHALL BE REPLACED BY THE VEGETATION AND UNIQUE SITE FEATURES,SUCH EXISTING VEGETATION IS PERENNIALS PROPERTY OWNER DURING THE NEXT PLANTING SEASON FOR THE PARTICULAR PLANT MATERIAL. AS STONE WALLS,SHALL BE RETAINED AND BA 14 BAPTISIA AUSTRALIS I BLUE FALSE INDIGO 15-18" 2 GAL. YES 34 34 13. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE 280-92-D PROTECTED.EXISTING HEALTHY,MATURE TREES, PROTECTED BY MEANS OF A COMPLIES PROJECT DATA MATERIAL.UTILITY COMPANIES SHALL BE CONTACTED THREE(3)DAYS PRIOR TO THE BEGINNING OF WORK. IF PROPERLY LOCATED,SHALL BE FULLY TREE PROTECTION FENCE AS GROUND COVERS 14. CONTRACTOR SHALL ENSURE THAT THE PROPOSED TREES ARE NOT PLANTED ON TOP OF UNDERGROUND PIPES AND ACHIEVE MAXIMUM SEPARATION CREDITED AGAINST THE REQUIREMENTS OF SHOWN ON THE PLAN. TAX MAP NUMBER..................... Dist.1000.Sect.1 13,Block 12,Lot 13 CPE 105 CAREX PENSYLVANICA I PENNSYLVANIA SEDGE 6.12" 1 GAL. YES .5-1' 1.2' POSSIBLE. THESE REGULATIONS. SITE AREA.................................. 111,848 SF(2.57 Acres) RAGIL 56 RHUS AROMATICA'GRO-LOW'l GRO-LOW FRAGRANT SUMAC 15-18" 2 GAL. YES 2.T 64 IN CASES WHERE THE EDGE OF THE PAVEMENT ZONING....................................... LB LIMITED BUSINESS WITHIN A PUBLIC RIGHT-OF-WAY DOES NOT SEE NOTE ON PLAN STATING CURRENT USE........................... VACANT 280-92-F COINCIDE WITH THE FRONT LOT LINE,THE THAT SEEDED LAWN AREA SHALL COMPLIES NO PHYSICAL POSSESION PROPERTY OWNER SHALL LANDSCAPE THE AREA EXTEND TO THE CURBILINE OF PROPOSED USE......................... CONTRACTOR'S BUSINESS ZONE:R-90 RESIDENCE JAMES LAND NOW OR FORMERLY OF ZONE:R-80 RESIDENCE LOCATIONS FOR PROPOSED BETWEEN THE FRONT LOT LINE AND THE EDGE OF COUNTY RD.48. PROPOSED FOOTPRINT........... 22,020 SF H. JACOBS JR. & SHARON M. JACOBS USE:RESIDENCE THE STREET PAVEMENT. USE:RESIDENCE S-C-T-M- 1000-11,3-12-10.2 EVERGREEN TREES WITHIN LANDSCAPE/NATURAL AREA 44,945 SF SINGLE FAMILY RESIDENCE THE NORTHERN AND EASTERN IN ALL NONRESIDENTIAL DISTRICTS,THERE SHALL LANDSCAPE STRIP IN FRONT LAND NOW OR FORMERLY OF -3PR 1 PR 1PR VEGETATED AREAS ARE FRONT BE A LANDSCAPED STRIP IN THE FRONT YARD YARD IS 60'AND PAVEMENT/CONCRETE AREA... 44,883 SF THOMAS R. TALBOT AREA;THE STRIP SHALL BE 25'.THERE SHALL BE S.C.T.M. 1000-113-12-10.3 9 liv I iv 1 iv 300.00' 5 iv 3 JV SHOWN SCHEMATICALLY AND LANDSCAPED 280-93-B ALSO BE A LANDSCAPED AREA 5'WIDE ABUTTING BUILDINGS/PARKING LOTS HAVE COMPLIES SINGLE FAMILY RESIDENCE N 8701614011 E /F SHALL BE FIELD LOCATED BY AREA am - GREATER THAN 5'OF LANDSCAPE THE FRONT OF THE BUILDING IN ALL NON F6 " I. i� LANDSCAPE CONTRACTOR RESIDENTIAL DISTRICTS, AREA. 0811 0 WITH THE INTENT TO FILL IN 8 7 /1 1 FIR THE GAPS OF THE EXISTING A BUFFER AREA SHALL BE REQUIRED ALONG ALL 45'OF EXISTING WOODED BUFFER AND TO CREATE A BOUNDARIES OF A NONRESIDENTIAL LOT 07 6 '0 012 0711 08 11 YEAR-ROUND SCREEN. ABUTTING ANY LOT IN A RESIDENTIAL DISTRICT, BUFFER AREA TO REMAIN ALONG 0711 711 0911 0 0611 280-94-B(3) SUCH BUFFER AREA SHALL COMPLY WITH AT THE NORTHERN BOUNDARY. COMPLIES AREA SUPPLEMENTED WITH 1 PR LEAST THE FOLLOWING MINIMUM STANDARDS: 8 ,0 1010 07 1PR 011 /1 (39 1ARAF 010 LIMITED BUSINESS DISTRICT:20 FEET (JV/PR). to 0111/ 711 7'0 ANY DISTRICT OTHER THAN A RESIDENTIAL 12JHBH 2 ARAF 25.6'OF EXISTING WOODED 9 IGC 06Lw DISTRICT ADJOINING LAND OWNED OR BUFFER AREA TO REMAIN ALONG 280-94-B(6) MAINTAINED BY NEW YORK STATE,SUFFOLK k3 THE EASTERN BOUNDARY.AREA COMPLIES 1.4 9 COUNTY OR SOUTHOLD TOWN WITH CURRENT OR 47 CPE 58CPE 1 CFW N SUPPLEMENTED WITH(JV/PR). 6JHBH I CFW 11 TOE 3 KIL POTENTIAL USE AS PARKLAND:25 FEET. 10 TOE 3 KIL--- 6 RAGIL 3PR THE BUFFER AREA SHALL BE OF EVERGREEN PLANTING OF SUCH TYPE,HEIGHT,SPACING AND 1 0 \_0 TRANSITION ARRANGEMENT AS,IN THE JUDGMENT OF THE EXISTING VEGETATION LOCATED BUFFER AREA PLANNING BOARD,WILL EFFECTIVELY SCREEN ALONG EASTERN PROPERTY LINE THE ACTIVITY ON THE LOT FROM THE SUPPLEMENTED WITH NEIGHBORING RESIDENTIAL AREA,AS A MINIMUM, EVERGREEN TREES(JV/PR)AT 3JV 280-94-C COMPLIES THE PLANTING SHALL CONSIST OF A DOUBLE ROW 6-TTALL. AREAS DEVOID OF 6RAGL OF TREES SIX FEET IN HEIGHT PLANTED AT EXISTING VEGETATION INCLUDE 7 10/10/25 JR REV.PERT WN COMMENTS DATED 10/9125 INTERVALS OF 10 FEET ON CENTER. A DOUBLE STAGGER ROW AT 10 NONEVERGREEN PLANTING MAY BE INCLUDED TO FEET ON CENTER. 6 09112/25 JR REV.PER TOWN COMMENTS DATED 9/11/25 SUPPLEMENT EVERGREEN PLANTING,BUT NOT TO 5 CSF TAKE ITS PLACE. 5 08/29/25 JR MISCELLANEOUS REVISIONS 1 GTIS 6 RAGIL 2 ARAF EXISTING VEGETATION WHERE THE EXISTING TOPOGRAPHY AND/OR 4 5 JR REVI E DRAINAGE PER SWPPP CALCULATIONS i.. I SURROUNDING SITE TO REMAIN I LANDSCAPING PROVIDES ADEQUATE SCREENING, 2 ARAF AND ACT AS THE REQUIRED 280-94-E THE PLANNING BOARD MAY ACCEPT THE EXISTING 3 05/06/25 JR UNAFFECTED SHEET COMPLIES 8110 PLANTING AND/OR BUFFER AREA AS THE TRANSITION BUFFER AREA REV.PER SCDPW&HEALTH DEPARTMENT ALONG THE EASTERN AND 2 05/01/25 JR REQUIRED PLANTING. COMMENTS 1PR 4 IGC, 3 NORTHERN BOUNDARIES. 9 IGC 1 1 04114/25 JR REVISE LIGHTING PER TOWN COMMENTS 10 SF x 60 PARKING SPACES 600 ALL USES REQUIRED TO PROVIDE 20 OR MORE 71 OFF-STREET PARKING SPACES SHALL HAVE AT LEAST 10 SQUARE FEET OF INTERIOR SF OF INTERIOR LANDSCAPE NO. DATE BY DESCRIPTION AREA REQUIRED LANDSCAPING WITHIN THE PAVED PORTION OF 1:124 SF TOTAL PROVIDED THE PARKING AREA FOR EACH PARKING SPACE REVISIONS AND AT LEAST ONE TREE WITH A TWO-INCH 000 60 PARKING SPACES 10 6 280-95-A CALIPER FOR EVERY 10 PARKING SPACES OR TREES AT 2"CAL.REQUIRED COMPLIES PROPOSED 1-S'l ORY FRACTION THEREOF.EACH SEPARATE 6(GTIS)AT 2 1/2"CAL.PROVIDED BUILDING LANDSCAPED AREA SHALL CONTAIN A MINIMUM A 1PR CONTRACTOR'S OF 100 SQUARE FEET,SHALL HAVE A MINIMUM 1 GTIS 3JV EACH SEPARATE LANDSCAPE BUSINESS DIMENSION OF AT LEAST EIGHT FEET,SHALL BE 11,010 SF 6 RAGL AREA AT LEAST 100 SF IN AREA 6 RAGIL PLANTED WITH GRASS OR SHRUBS AND SHALL 4 IGC C'S AND CONTAINS GROUNDCOVER INCLUDE AT LEAST ONE TREE OF NOT LESS THAN 5 CSF 1 GTIS AND A TREE CALIPER.TWO-INCH ALL PERIMETER LANDSCAPE PROPOSED 1-STORY LANDSCAPED A LANDSCAPED AREA SHALL BE PROVIDED ALONG AREAS ARE AT LEAST 4'WIDE. CIVIL F.-DJOr, INIF FE-RUAIG BUILDING PARKING AREA THE PERIMETER OF ANY PARKING AREA EXCEPT ROW OF IGC/CSF PLANTED CONTRACTORS 664 BLUE POINT ROAD, UNIT B THAT PORTION OF THE PARKING AREA WHICH 3PR ALONG THE WEST PARKING LOT BUSINESS PROVIDES ACCESS TO A STREET OR PARKING 5 IGC 2 ARAF 2JV AREA.LAWN AND EXISTING& HOLTSVILLE, NEW YORK 11742 t 11,010 SF FACILITY ON AN ADJACENT LOT.THE LANDSCAPED 9 IGC 2 ARAF PROPOSED TREES TO THE EAST (631) 961-0505 1 PR 280-95-B AREA SHALL HAVE A MINIMUM DIMENSION OF PARK ING LOT AREA COMPLIES FOUR FEET,SHALL BE PLANTED WITH GRASS OR www.KeyCivilEngineering.com SHRUBS AND SHALL INCLUDE AT LEAST ONE TREE 499 LF OF PERIMETER 40'=12.5 OF NOT LESS THAN TWO-INCH CALIPER FOR OR 13 TREES REQUIRED PROJECT NAME EVERY 40 FEET ALONG THE PERIMETER OF THE 13(ARAF)AT 2 1/2"CAL. 6/1 PARKING AREA. NO PHYSICAL POSSESfON PROVIDED AT 40'O.C.ALONG LAND NOW OR FORMERLY OF PROPOSED PERIMETER OF PARKING AREA GULLY REALY. LLC SSLB S.C.T.M. 1000-113-12-12 4� rIlh A VACANT 3 SSLB ZONE:PROTECTED TREES USED IN PARKING LOTS SHALL INCLUDE ALL TREES PROPOSED IN CONTMAC T 0 R"S Et"IUSINESS `6 HONEY LOCUST,PINE,OAK OR OTHER SINCLAIR PARKING LOTS ARE I 280-95-C COMPLIES 2 JV FAST-GROWING,HARDY VARIETIES OR EXISTING FAST-GROWING,HARDY TREES WHERE APPROPRIATELY LOCATED. VARIETIES. ZONE:LB LIMITED BUSINESS BUILDINGz`3 USE:VACANT 5 IGC GTIS S.C.T.M. 1000-113-12-14 3 SSLB LAND NOW OR FORMERLY OF 705 COUNTY ROAD 48 6 RAGIL 5 IGC 1 GTIS 5 012, TOWN OF SOUTHOLD ssy VACANT MATTITUCK, NY 11952 3 CSF 1 ULB ............ TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 6 RAGL CAK IRRIGATION NOTES 1 ARAF 1 PR DIST.1000, SECT.: 113, BLOCK: 12, LOT: 13 4 RAGL 4 RAGL 1 iv THIS IRRIGATION SYSTEM WILL REMAIN IN PLACE UNTIL ALL PLANTINGS ARE ESTABLISHED. ALL NATURAL BUFFER AREAS ARE 3 SSLB 1 ARAF 5 CAH e 1 SSL13 PRORSEEDED EXCLUDED FROM IRRIGATION. DRAWING TITLE 01 EQUIPMENT & STANDARDS LAWN AREA(TYR) PROP.TREE PROTECTION CONTROLLER: HUNTER PRO-HC 24 (SMART SCHEDULING, ET, RAIN SKIP) FENCE(TYP.) 5PR PROP.MULCH RAIN-CLIK/MINI-CLIK REDLINE(TYP.) 112, � 1CFW 7JV RAIN SENSOR: HUNTER R 13 PV" ob LANDSCAPE PLAN 5JV - TURF: HUNTER PGP ROTORS (5 HEADS/ZONE) 11 mo, - PRIVACY SCREENING: NETAFIM TECHLINE CV DRIPLINE LOCATIONS FOR PROPOSED EVERGREEN TREES 3PR - BACKIFLOW PROTECTION: RPZ OR IDCVA (PER CODE) WITHIN THE EXISTING VEGETATED AREA ARE SHOWN 7BA _y - TEMPORARY SYSTEM: REMOVED AFTER 1 YEAR SCHEMATICALLY AND SHALL BE FIELD LOCATED BY 3 SSLB DATE: 01/27/2025 LANDSCAPE CONTRACTOR WITH THE INTENT TO FILL 3 CSF IN THE GAPS OF THE EXISTING BUFFER AND TO 0 9 3 SSLB ZONING & SCHEDULE (DRY MONTHS) SCALE: ill 30' CREATE A YEAR-ROUND SCREEN. 3 SSLB L 78A 4NSW ZONEAREA/METHODHARDWARERUN71MEFREQUENCYI PRIVACY SCREEN INGNETAFIM DRIPLINE1.5 HR3-/WEEK2PRIVACY SCREENINGNETARM DRIPLINE1.5 L 24216 5'WIDE FILL EASEMENT 1 CFW HR3-/WEEK3LAWNHLINTER PGP ROTORS (5 HEADS)45 MIN3-/WEEK4LAWNHUNTER PGP ROTORS (5 HEADS)45 MIN3�/WEEKWATER USAGE (50% REDUCTION PROJECT NUMBER: I FAVOR OF COUNTY OF SUFFOLK 611 3 CSF APPLIED) DRAWING BY: JR SSLB PRIVACY SCREENING -- NETAFIM DRIP (ZONES 1-2) 528.6 X - LENGTH: 1,500 IFT TOTAL ------------------- i, 2,025 GALLONS CHECKED BY: S 87016'40' 30 0' - WEEKLY. W_ _W _W_ _W_ - _W_ - MONTHLY. Fw 8,100 GALLONS -w-Etff-tF-Ml ftlNr APPROVED BY: MP ------ ----------- ------------- LAWN -- HUNTER PGP ROTORS (ZONES 3-4) 4`1 5 HEADS/ZONE, -2.0 GPM/HEAD ALTERATION OR ADDITION TO THIS 0I SEAL& SIGNATURE: PROP.LAWN TO EXTEND TO - WEEKLY: ftj 1,350 GALLONS DOCUMENT EXCEPT BY A LICENSED ------ .... ..... - MONTHLY: Fw 5,400 GALLONS PROFESSIONAL ENGINEER IS A EXIST.CURBLINE ALONG V4EVV k VIOLATION OF SECTION 7209, COUNTY RD,48(TYP.) SUB-DIVISION 2 OF THE NEW YORK Know what's below. COMBINED TOTALS 0 (.'-all before you dig. WEEKLY- 3,375 GALLONS C, PIL071 STATE EDUCATION LAW 1-800-272-4480 cc DRAWING No: Uj NOT ALED GRAPHIC SCALE 30 0 is 30 60 120 1 L7'- llrp� <ST_T17]FCX1__1C CC>Tj1Nj_r1y` 4-8) 081 C-5 ,qoi: PE Hr"11 r-3 E ( IN FEET ) I inch = 30 ft. .\3 MARC PILOTTA P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER J081558 5 OF 13 YAKey CivjI\Projects024124216..Ron Kuoppala 705 County Road 48..Mattituck\Drawings\Key Civfl'424216__2025.10.10_.SPP-7 I R-1 RPZ-O.dwg i VA ST, ?� N�--' 1.»FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE NOTES: FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 3. SOIL AMENDMENTS: 1. THOROUGHLY SOAK THE GROUND COVER ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY °MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY VOLUME)OR GYPSUM THROUGHOUT THE FOLLOWING TWO SUMMERS. SEEDING SPECIFICATIONS , -MODIFY EXTREMELY SANDY SOILS(MORE THAN BS%SAND)BY ADDING ORGANIC MATTER AND/OR Z. SOIL AMENDMENTS: 1.PRIOR TO SEEDING,MIX TOP 5"LAYER OF TOPSOIL WITH FERTILIZER AND LIME, 10-10-10 FERTILIZER ` DRY,SHREDDED CLAY LOAM UP TO 30%OF THE TOTAL MIX SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 S.F. [IMF SHALL BF- °MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY VOLUME)OR GYPSUM APPLIED IN ACCORDANCE WITH THE FOLLOWING CHART: AVOID PURCHASING TREES WITH 'MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY LOAM UP TO 30%OF THE TOTAL MIX TWO LEADERS OR REMOVE ONE AT SOIL TEXTURE TONS/ACRE LBS/1.000 S.F. 3. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE-EMERGENT PER MANUFACTURER'S SPECIFICATIONS PLANTING:OTHERWISE,DO NOT CLAY,CLAY LOAM,AND HIGH ORGANIC SOIL 3 135 PRUNE TREE AT PLANTING EXCEPT SANDY LOAM,LOAM,SILT LOAM 2 90 "':./ Map data©2024 Terms Report a map error FOR SPECIFIC STRUCTURAL LOAMY SAND,SAND i 45 CORRECTIONS ABOVE APPLICATION RATES FOR FERTILIZER AND LIME ARE STANDARD RATES AND SHALL BE ADJUSTED VICINITY MAP ROOT BALL FLUSH TO GRADE OR SPACING"D" ROW"A" BASED ON SITE SPECIFIC SOIL TESTS. DO NOT STAKE OR WRAP TRUNK SEVERAL INCHES HIGHER IN POORLY N.T.S. DRAINING SOILS SPACING CHART 2.TOPSOIL SHALL BE TILLED,FINE GRADED,AND RAKED FREE OF ALL DEBRIS LARGER THAN 1"IN DIAMETER. 3"DOUBLE SHREDDED ALL LAWN AREAS SHALL BE SLOPED TO DRAIN OR PER THE APPROVED GRADING PLAN. HARDWOOD MULCH(DO NOT NOT TO SCALE 6"O.C. 5.20" PROJECT DATA PLACE MULCH IN CONTACT CUT BANDS Of WIRE BASKET AND 3.CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND IMPLEMENT AS REQUIRED PRIDR WITH TREE TRUNK) FOLD AWAY FROM TOP OF ROOT TO APPLICATION OF SEED. BALL 8"O.C. 6.93" HOLE SHALL BE 2 112 TIMES THE 4. :: :Rc t L0',V 'AIFd''i['d.d r_4C:f.'S D N1.I TAX MAP NUMBER..................... Dist.1000.Sect.113,Block 12,Lot 13 WIDTH OF THE ROOT BALL 4"BUILT-UP EARTH SAUCER loll O.C. 8.66" SEED MIXTURE LBS ACRE _LBS/1,000 S.F. SITE AREA.................................. 111,848 SF(2.57 Acres) FINE FESCUE(BLEND) OPTIMAL PLANTING DATES ROPES AT TOP OF BALL .n BACKFILL SOIL SHALL BE CUT AND HARD FESCUE ZONE 58&6A=8/1-10/31 ZONING....................................... LB LIMITED BUSINESS REMOVED. FOLD BACK °3 PART SOIL AMENDMENT 12"O.C. 10.40" 130 3.0 ONE 68 TOP 1/3 OF BURLAP. ALL ' •'+ (BASED ON SOIL TEST) FESCUE T E........................... ANT D D Q STRONG FESCUE Z 3/1-4/30 t,�:I I F'�?� 'w ••+ t•••'"':'> °3 PARTS NATIVE TOPSOIL STRONG CREEPING RED F 8/15-10/15 CURREN US VAC NON-BIODEGRADABLE " •••'�; •,Z i ';';[ """"": 15"O. 13.00" KENTUCKY BLUEGRASS 45 ZONE 7A&78=2/1-4/30 MATERIAL SHALL BE ' �? �"' _ ,'`• O.00.1 8/15-10/30 PROPOSED USE......................... CONTRACTOR'S BUSINESS REMOVED. I" ":= " --':'�=�°:: +��- - -' 4-6"DEEPER THAN ROOT BALL D PERENNIAL RYEGRA.SS 20 0.5 ::.: .. .. 18"O.C. 15.60" s 0.1 PROPOSED FOOTPRINT........... 22,020 SF UNDISTURBED SUBGRADE ., TAMP SOIL SOLIDLY AROUND BASE MAINTENANCE LEVEL OF ROOT BALL (B)FREQUENT MOWING(4-7 DAYS),OCCASIONAL FERTILIZATION,LIME AND WEED CONTROL LANDSCAPEINATURAL AREA... 44,945 SF DIG WIDE,SHALLOW HOLE WITH SET ROOT BALL ON FIRM PAD IN 24"O.C. 20.80" (C)PERIODIC MOWING(7-14 DAYS),OCCASIONAL FERTILIZATION AND LIME BOTTOM OF HOLE PLANTED ON CENTER SEE SPACING CHART (D)INFREQUENT OR NO MOWING,FERTILIZATION AND LIME THE FIRST YEAR OF ESTABLISHMENT PAVEM`rNT(CONCRETEAREA... 44,883 SF TAPERED SIDES REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 ( ) 30"0•C• 26.00" *WHITE CLOVER CAN BE REMOVED WHEN USED TO ESTABLISH LAWNS EVER I?,EEN TP.EE PLANTING DETAIL 5.SEED SHALT.BE APPLIED IN TWO DIRECTIONS AT RIGHT ANGLES TO EACH OTHER. ONCE APPLIED,FIRM NOT TO SCALE THE SOIL WITH A CORRUGATED LAWN ROLLER TO PROMOTE SEFD-TO-SOIL CONTACT. ..._........................»............_. ..»»»__.....»...-_.................... 36"O.C. 30.00" 6.APPLY UNROTTED SMALL GRAIN STRAW,HAY FREE OF SEEDS,OR SALT HAY TO ALL SEEDED AREAS AT THE RATE OF 1 1/2-2 TONS PER ACRE OR 70-90 POUNDS PER 1,000 S.F. SPREAD MULCH SO THAT APPROXIMATELY 85%OF THE SOIL SURFACE IS COVERED. ANCHORING OF MULCH SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE 2"DOUBLE SHREDDED ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS:PEG AND TWINE,MULCH NETTING,CRIMPER,OR LIQUID MULCH-BINDER. HARDWOOD MULCH(DO NOT 7.IRRIGATE NEWLY SEEDED AREAS WITH A MINIMUM OF 1/4 INCH OF WATER TWICE A DAY(NOT DURING PLACE MULCH AGAINST THE PERIODS OF INTENSE SUN)UNTIL VEGETATION IS WELL ESTABLISHED. BASE OF THE PLANT) GENTLY PULL ROOTS AWAY M —!€ -- TOPSOIL MASS WITH FINGERS t 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE ! '' `:•'••'. """I -- I ;" BACKFILL SOIL OUTER LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE '_I I—. •••'.'` '• M �^ '' :: i M """"""" AMENDMENT CONTAINER "" ...•'... ...: �::::":! ° _ ,• 1 PART SOIL 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE €""""! ♦ ..+`+'' " """_"'i ___ '_""""? r•.•. BASED ON SOIL TEST :.........t: (f ) FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. ""'• '""' "'• '•` :• •"'• i----"': +'''1• '"'`—i", ...i:f...... . 3. SOIL AMENDMENTS: ^.: •.+:.. :y :::::i 3 PARTS NATIVE TOPSOIL I ( °MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 401%CLAY OR SILT)BY ADDING COMPOSTED PINE , , • •. .`:. '. BARK(UP TO 30%BY VOLUME)OR GYPSUMI .,.� E !. °MODIFY EXTREMELY SANDY SOILS MORE THAN 85%SAND BY ADDING ORGANIC AND OR _ ••'!-,•- ••---•-'• ,--i! ( ) MATTER / �: ...L.i...: ; ...i..!...-!_i..?" !.........;;!.........' +_!.:...... . ...:. :.......... ! i......_,€:=.... UNDISTURBED SUBGRADE DRY,SHREDDED CLAY LOAM UP TO 309/6 OF THE TOTAL MIX AVOID PURCHASING TREES WITH TWO LEADERS OR REMOVE ONE AT 7 10/10/25 JR REV.PER TOWN COMMENTS DATED 1019125 PLANTING:OTHERWISE,DO NOT TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL GROUND COVER/PERENNIAL/ANNUAL PLANTING DETAIL 6 09/12/25 JR REV.PER TOWN COMMENTS DATED 9/11/25 FOR SPECIFIC yp CORRECTIONS N.T.S. 5 08/29/25 JR MISCELLANEOUS REVISIONS DO NOT STAKE OR WRAP TRUNK SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS HOLE SHALL BE 2 1/2 TIMES THE DRAINING SOILS WIDTH OF THE ROOT BALL CUT BANDS OF WIRE BASKET AND 3 05/06/25 JR UNAFFECTED SHEET FOLD AWAY FROM TOP OF ROOT 3"DOUBLE SHREDDED BALL REV.PER SCDPW&HEALTH DEPARTMENT HARDWOOD MULCH(DO NOT 2 05/01/25 JR PLACE MULCH IN CONTACT COMMENTS WITH TREE TRUNK) 4"BUILT-UP EARTH SAUCER 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS ROPES AT TOP OF BALL BACKFILL SOIL SHALL BE CUT AND -1 PART SOIL REMOVED. FOLD BACK t n :,;"". (BASED ON SOIL TEST) TOP 1/3 OF BURLAP. ALL 'r,' %? �;'�• L••••`•••" :;::[i i j;:::( °3 PARTS NATIVE TOPSOIL NO. DATE BY DESCRIPTION NON-BIODEGRADABLE - :y �• -::r--:: MATERIAL SHALL BE -_... •.•••°., "• •i••,:•' i.i.';".�-i ..1!i:.. `.r.` y ":;; REVISIONS 4-6"DEEPER THAN ROOT BALL NOTES: REMOVED. ..»_: ......::...::::_.. .. TAMP SOIL SOLIDLY AROUND BASE UNDISTURBED SUBGRADE -'€�:"'- OF ROOT BALL 1. FOR CONTAINER-GROWN SHRUBS,USE FINGERS OR SMALL HAND TOOL TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER �� OF THE CONTAINER. DIG WIDE,SHALLOW HOLE WITH SET ROOT BALL ON FIRM PAD IN ` TAPERED SIDES BOTTOM OF HOLE 2. THOROUGHLY SOAK THE SHRUB ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 3. SOIL AMENDMENTS: DECIDUOUS TREE PLANTING DETAIL _._...._._ *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY VOLUME)OR GYPSUM NOT TO SCALE 'MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY LOAM UP TO 30%OF THE TOTAL MIX 8"TO 12" 664 BLUE POINT ROAD, UNIT B HOLTSVILLE, NEW YORK 11742 (631) 961-0506 TOP OF SHRUB ROOT BALL SHALL BE SET www.KeyCivilEngineering.com ROPES AT TOP OF BALL SHALL BE CUT AND FLUSH WITH FINISHED GRADE REMOVED. FOLD BACK TOP 113 OF BURLAP. PROJECT NAME ALL NON-BIODEGRADABLE MATERIAL SHALL BE REMOVED. 3"DOUBLE SHREDDED HARDWOOD P ®P E MULCH(DO NOT PLACE MULCH AGAINST TREE PRO TECTION ZONE/DRIPLINE THE BASE OF THE PLAN ) CONTRACTOR"S BUSINESS .... .. PLANTING HOLE SHALL BE 12"TO 1 :4 C„ ; t : '; ., 1-:.::.1 18"DEEP. FOR LARGER SHRUB CONTAINER GROWN PLANT WITH ROOT BALLS,MAKE DEPTH MIN.4" ROOTS PULLED OUT OF BALL ... :... ..: DEEPER THAN BALL. 705 COUNTY ROAD 48 I:::: .:......... - ! _ BACKFILL SOIL MATTITUCK NY 11952 ill ` :t I i °1 PART SOIL AMENDMENT .. .• I � I ........... . . _ ---------- TOWN OF SOUTHOLD, COUNTY., (BASED ON SOIL TEST) F UFF LK BALLED AND BURLAPPED PLANT ..! izz .i.,. r.!,_!€ .........:I_)i ......-.��..-.i:.:...........;:�.......1 I I I °3 PARTS NATIVE TOPSOIL DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 ... . 4'TALL FLUORESCENT SOIL SURFACE ROUGHENED TO UNDISTURBED SUBGRADE DRAWING TITLE ORANGE HIGH-DENSITY AREA WITHIN TREE CONSTRUCTION FENCE OR PROTECTION ZONE TO REMAIN BIND WITH BACKFILL SOIL. REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 APPROVED EQUAL UNDISTURBED DURING 6'LONG WOOD OR STEEL CONSTRUCTION DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL LAINOSCAPE DETAILS FENCE POSTS. POSTS SHALL BE SPACED HORIZONTALLY 8' N.T.S. ON CENTER MAXIMUM. W.,g�.; N ;% DATE: 01/27/2025 SCALE: AREA OF SITE .n.,.,,m,,,,.i4' >,:,:''><>,.,...<.,..q•• �,,< a ;" i£dM ;;M}q; AREA OF SITE .•...>,<s:-:' >,.>,..,..,}, ..,r t^...N.:. y7„",. ,%i,�,. 4' CONSTRUCTION [•..>,..,;C>.:i,._z....,.:,q,.>.,:,�,,,....%cC:>„>,.. '>�„'aH, „I :�:-: �N,,.,�ri4w; CONSTRUCTION PROJECT NUMBER: 24216 DRAWING BY: JR CHECKED BY: DP APPROVED BY: MP REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 THEE PROTECTION FENCE DETAIL NOT TO SCALE SEAL& SIGNATURE: ALTERATION OR ADDITION!TO THIS DOCUMENT EXCEPT BY A LICENSED O� NE„• PROFESSIONAL ENGINEER IS A �(�( VIOLATION OF SECTION 7209, ��PG PILOpt p9,t- SUB-DIVISION DUC THE IO NEWYORK STATE EDUCATION LAW co �P DRAWING No: w H: r NOT ,t ► ALED 0 C7 rc H> S 0 0815 'IV •.:,;` .,, .;.. ,ova Know what's below. A�OPE Call before you dig. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 6 OF 13 Y.IKey CivillProjects12024124216_Ron Kuoppala-705 County Road 48_MattitucklDrawmgslKey Civil124216_2025.10.10_SPP-7-TR-I-RPZ-O.dwg i SITE LIGHTING NOTES : LUMINAIRE SCHEDULE 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. CALCULATION SUMMARY 2. NO REVISIONS,ALTERNATES,OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR ` S, a MOUNTING COLOR LUMENS TOTAL ARRANGEMENT TOTAL WRITTEN APPROVAL FROM THE ENGINEER. �. FIXTURE FIXTURE MANUFACTURER/FIXTUREDESCRIPTION I MOU T G C 0 0C TE SYMBOL QUANTITY LABEL ARRANGEMENT COUNT MOUNTING TYPE HEIGHT LLF TEMPERATURE PER FIX. LUMENS WATTS WATTS LABEL CALC TYPE UNITS AVG MAX MIN AVGIMIN MAX/MIN 3. ILLUMINATION LEVELS SHOWN IN FOOT-CANDLES. .. PARKING LOT ILLUMINANCE Fc 0.41 3.20 0.00 NIA NIA 4. ILLUMINATION LEVELS ON THIS PLAN HAVE BEEN CALCULATED FOR PROPOSED SITE AREA LIGHTS ONLY.ACTUAL O 19 A SINGLE 1 COOPERIXTORIB-Y/TYPE III-SHORT-FULL 15'-0" 0.900 3000 K 1,327 25,213 12 228.0 ILLUMINATION LEVELS IN THE FIELD MAY DIFFER FROM THOSE DEPICTED ON THE PLAN DUE TO INTERFERENCE CUTOFFICROSSTOUR WALL MOUNT/BUILDING FROM EXISTINGIAMBIENT LIGHTING WHOSE ILLUMINATION LEVELS ARE NOT REFLECTED ON THIS PLAN. 3 48 5. LIGHT CIRCUITRY PLAN PREPARED BY OTHERS. 6. ILLUMINATION LEVELS SHOWN ON THIS PLAN WERE CALCULATED USING AGI32 PHOTOMETRIC SOFTWARE. 48 7. NOTE:ALL LIGHTING TO BE SET ON PHOTOCELL SENOR TIMERS,WHERE LIGHTS WILL BE TURNED ON HOUR AFTER DUSK UNTIL 10 PM. SITE LIGHTING COMPLIANCE TABLE TOWN OF SOUTHOLD CODE-SECTION 172.5 PERMITTEDIREQUIRED PROVIDED MAXIMUM MOUNTING HEIGHT 35-0" 15'-0" 10,000 LUMENS/ACRE x 2.57 .' '' Map data©2024 Terms Report a map eIITbr MAXIMUM LUMENS FOR COMMERCIAL USE ACRES=25,700 LUMENS COMPLIES(25,213 LUMENS) MAXIMUM fc 5 fc 3.10 fc VICINITY MAPN.T.S. MAXt.0 t.o t.o t.I t'\p C.0 C.0 t.n 0.0 t.0 t.o '0..0 C.o 0.0 t.n 0.ONO0H')•SIC,� 0OSS�10N C'.o C•.o 0.0 C.o C.o 0.o "0 C'.o C,o 0.0 C.o t.o (RES C.a c.o C� C.o t.o 'C.') C.'J t.o t.o c.o\\ C.o e.o o.o IDENTIAUNON-RESDENTMUM LUMINANCE AT OIAL)TYLINE 0.05fc10.1fc COMPLIES(O.00fc) PROJECT DATA ZONE:R-80 RESIDENCE LAND NOW OR FORMERLY OF ZONE:-80 RESIDENCE TAX MA NUMBER DAMES H. JACOBS JR. & S ON M. JAC08S+ + + \ , + + \, , USE:R SIDENCE P Dist.1000;Sect.113,Block 12,Lot 13 + ♦ + + + + ,S, .T.Ah. , + +, + C•.VSEC.R)ESIIPJPNC16.0 C.p G.D 0.0 C.0 0.0 0.0 0.;) C.n C..0 t.0 0.0 C.. INGIZ AMILYIRESIDENCE 2 C.) C.0 0.n *0.f) C.0 L.0 0.0 O.o C.n o.0 C•.n C.0 0.0 0.0 C..0 \0.0 C..o 0.0 0.') 0.0 0.0 0.0 0.0 C.0 0.0 SITE AREA.................................. 111,848 SF(2.57 Acres) LAND NOW OR FORMERLY OF G.0 pp.O MAC R•'fa!LfOT0.0 n.o c.n e.0 t.n o.0 0.0 C..o C..0 0.o o.o C.0 n.o C.1) c.o C..o c•.o 0.0 0.0 o.o a.o 0.o C.o C.o C.o C.o e.0 t.o c.o C.o is o c.o C.o O.o C.o c•.o c•.o C. e.o C.o ZONING....................................... LB LIMITED BUSINESS S.C. 1000 2-10.3 CURRENT USE........................... VACANT SINGLE FAMILYY RESIDENCE 2)12 " 9 " N 87°16'40"F., 300.00' ),n 10.7 C.0 t.n t.o 6 t.o C. *0. � `b. * Co C.o t t..9 +L C.o 0.o C.o t.00 C.o PROPOSED USE......................... CONTRACTOR'S TORS BUSI NESS 0.9 �6 \ PROPOSED FOOTPRINT........... 22,020SF C.o C.o n.o .o CL C.o C. C.o C.0 C.o c.0 t.o ,.0 C.o 1 CM .o ) .o C.o .0 .o .o *0.f) . 0 C.0 C.o 0 o C.o C.o o C.o C.o 1 „ 6 Q8 6 "0 '1? 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C y 0.0 `).n o c.o L ) t. 2 C.1 C'.o t 0.0 0.o C'.1 0.:3 3 C. o.o t.0 C.o t.o C.o t.o t.o C.o C.o C.� t.o + f + \ t.O 0.0 0.0 0.0 0.0 10.0 0 O)I C'.0 0.0 U.0 G. 0 C 1.9 1.2 C.5 0. 0 0 t.0 0 1 11.O tiF� '1.9 O.f 'O.3 0 O.O t.;�t.0 'L`.0 t.0 t.0 0.0 0.0 t.0 t.0 ` _ .... ' {ir.:.!.' ' ') U.0 t.0 L.0 0.0 0.D 0 C 0.0 0.0 C.0 O.n C.0 " L.0 U. t.l C.1 0 ) s�:.. . i.6 ' '\ 0.2t3 1. C.' 0.0 C.n :.) G.• ' 6'r+ �y � Ci'► t ;;, ` 0.0 0.0 0.0 O.D 0. 0.: 0.1 t.2 t.6 O.i 0.9 0.9 C.5 y� A 3 t.'7 0.. C•. t.l 0.) t.0 t. 0.0 0.0 C.o 0.0 t.0 0.0 0. 0.0 t.o '0.o C.0 C.n C.0 �.n c. 0.1 0.3 t.n t.. . C•.9 t.. 1.9 , C.s t.s e.3 t.o L.n 0.o c•.0 t.o t.o \ t.0 q ., - ` �+ + t .� t.o o.n t.n O.n c.n N C c.1 2 t.e C.s ,v' o 1.5 q i.'- 3 T7.2 '.I C.oB rr `) C.o t.o C.o t.o t.n t.n o 7 10/10/25 JR REV.PER TOWN COMMENTS DATED10/9125 0 ' �.) t.o e.1 1 t.3 C t.. r '1.2 1\ c,a r� t, ', 't C. C.; t.e C.o C.0 C.o C.; ',.t 6 09/12/25 JR REV.PER TOWN COMMENTS DATED9/11/25 A O.n L.) L.0 C.0 L5 ..... , L. L.2 .1 .) L.) ) ) L ) L ) q / " 2 '.''': `:;:w• ®/ `z• '' 7 S 08/29/25 JR MISCELLANEOUS REVISIONS C..0 C.o o.o t.o o.1) ) `G.1 1 '.2 C.9 4.1 �.o w b.a o.s L.3 U.1 c a.;Y� .0 .o c.o C.o t.o o.o C.o t.o \\.0 4 07/31/25 JR EVISEDRAINAGE PER SWPPPCALCULATIONS + '0. '0. \, ® to rio t t, + `L. 1�� +, '0. , 'b. , R o.o 0 nn C.0 t� t`1 U.2 „ "" ''_2 9 , ?)., I,,. L 0 o.lo C..0 7 o.eo t.1) C.o 0.0n C o 3 05/06/25 JR UNAFFECTED SHEET l 1 .O A t.o t.o t.n t.o t.o o C. 1 C.9 #.o t.k !z ':'..9 n C.l)Q t.o C.0 o C.o C.o C.0 C.o C.0 2 05/01/25 JR REV.PER SC PW&HEALTH DEPARTMENT ,/'' A ,r•""p. PR RY I u COMMENTS D OPOSED 1-S TO ' BUILDING 0 1 04!14/25 JR REVISE LIGHTING PER TOWN COMMENTS o.o C.0 t,o t.o '0.0 0. 0.2 t.4 t.e " j '.2 t. C'.9 t.,- CONTRACTOR'S t.7 C.7 C. .. C.1 C.o t.n L 0 t. C.o C.o t.n C.o t.o �).0 \ y /� BUSINESS �, \ NO. DATE BY DESCRIPTION + `0. , , , \ o.on e.o C.n t.o t.o 0.1 C•'71 c.9 i.l z 0.3 C'.2 0.1 C'.1 � . 11,010SF C'.6 C.4 C_.1 e.o C.o C'. ® 0.07�b.0 C.0 C.0 C.0 C.0 t. \ ' � �. .:.1 ` q q I t `, REVISIONS . ,'""' L.0 t.n O.O t.0 0.0 0.0 . " \ ( 9 l ® 1 0.1 1 C.O t u i 0 C 161/ t ) t.0 C.0 ).O .0 0.0 ';. C'.0 0.0 t.o _\ 3 C.o C.o 0.0 C.0 t.o C. C. C• C 2 t.s ' PROPOSED/ STORY t. t c.2 w 1.9 + a.z c. t.n + + C. C.o C.o t.n t.0 'C.o o + BUILDING + + YNll� CONTRACTOR'S ! 01 t.o O.n b.o C.n '0.f) C.n c.o 0 3 c.s �., BUSINESS C.1` o.s c.e w �� C•.; C'.4 t.2 o C.o C.'0 C.o C.o C.0 t..0 t.o C.o C'.,\ %fi e \ I 11,010 SF , +, +` , ' , p t, ; :'. , +, + # lr, 't \ O.J O.J L.0 0.0 O.J C.0 G `b. O.z C.., :... .:, ... L.1 C � ...3 :, t.9 0.5 t.9 �0 'L`. 0.0 L.�.O t.0 O.n t.0 O.o L.0 0.0 A . t t t t).n t.o c.o 0.0 e.o 0. c. t.1 t.2 t.6 2 �r t.l n.3 9.. 9 6 t. t.l t.o t.o C. t.o t.o t.o t.o t.o C.o 'A o6G C.o o.n t.o C.n C.o �L'.'o n t.0 C.3 C. C.e ' .2 c.s C '4.2 C.e. C.1 0 0.0 0.0 C.0 C.o C'.0 t.0 0.0 C. C.0 64 BLUE POINT ROAD' LIMIT B \ LAND w o� P0SSES10N i4 \ HOLTSVILLE, NEW YORK 11742 -FORMERLY OF �® + q y �"Y_R��.��• LLE 0 U.0 t.0 C.0 G.' 0 C• 0. 0.5 1.2 0 :.y ... 0.1 `L'.2 C'.5 _ C.9 0.9 0.2 0.0 O.n 0.0 C.0 .n 0.0 n n `• n 0.0 0.0 \ s.c.r.rvr: 113-1i-1z ` 5 Z&` :r#UTEJI'ED (631) 961-0506 VACANT 1 5 �Y�.: �° www.KeyCivilEngineering.com 0.0 0.0 b.0 0.0 C.D 0.0 0.0 t '.5 i.3 U.0 U.0 '.0 0. U.2 O.R 2.0 0.0 0 C 0.1 0.0 t.• .0 0.0 C.. 0.0 0.0 t.0 C.-0 C.0 0.0 ZONE:LB LIMITED BUSINESS PROJECT NAME USE:VAC ' \ 4.0 0 C.O O.0 C.0 C ) 0 C.O C. C.o L. C.n C.o n C.O C.SC.T.�.Ut0O4-913-Y'2�14 \ (2i.'T' t.0 0.0 0.0 0.0 0.0 0 0.1 3 0.6 'U'.0: .- t.0 0.0 0.0 0 `^� C.2 O.s D NOW OR �\ \ ✓�12, �N TOWN OF SOU HOLDY OF \ PROPOSED ♦ ♦ ♦ + ♦ VACANT \ 0.0 0.0 L'.0 C.0 G.0 0.0 0. C. t.0 0.1 2 0.2 0. 0.0 'L'.0 0.0 0.0 0.0 .,i�'� 0.2 0.3 0.2 C'.0 0. 0 0.0 0.0 - O.p 0.0 L'.0 C.n 0.0 0.0 0.0 0.� 0.0 O.0 0.0 L'.� 0.0 0.0 O.0 0.0 C.0 0.0 t.0 t.0 0.0 O.0 0.0 0.1 U 0.0 G.. 0.0 C.0 10.1 0.1 C.1 O.0 + 0.0 C.0 t.0 0.0 0.' C. C.0 0.0 t.0 C.0 O.0 0.0 0.0 C.0 0.0 `0.0 0.0 C.0 0.0 0.0 'L'.0 rr 'L C.o '.0 0. -•_8,��,�(i.0 O.Y"u.�0 0.0 L.� .0 .� )-0 C.0 0.0 0.0 C 0 O.Q C.0 C.0 ii.0 '.0 0.0 0.0 L.012 '0.0 0.0 68O"N-o " t.0 O.p 0.0 0.0 0.0 �� '0. 'C. + + 10. 10. , 705 COUNTY ROAD 48 C.o t.o C.o c.o C.o C.o t.o C.o C.o e.o C.0 C.0 t.0 t.o t.0 u.n 0 c.o C.o o n 0 n o.n C.o c n o n C.n c.o C.0 o.n C.0 t.o �:.o C.0 C.0 C.o C.o MATTITUCK, NY 11952 \ $ " w TOWN OF SOUTHOLD COUNTY OF SUFFOLK t.0 0.0 G.0 0.0 0.0 0.0 0 r� U. G.0 0.0 C.0 C.• U.0 0.0 �i;.�- C.0 0.0 0.0 1110'L'.0 0.0 L.0 0.0 0.0 0.0 0.0 0.0 0.0 O.n 0.0 0.0 C.0 C.0 C:'0 ..0 0.n '.0 U.0 O.0 0.0 0.0 O.0 ' DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 0.0 0.0 O.0 0.0 0.0 0.0 C•. 0. C.0 0.0 U 0.0 0.0 C.0 0.0 0.0 C.- 0.0 t 0 0.0 D l r, U O.0 0.0 U.0 0.0 0.0 0.0 0.0 0.0 0.0 t.0 t.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ' DRAWING TITLE r 15 "0 T \ 0.0 0.0 0.0 0.0 0.0 0.0 C.0 0.0 0.0 C.0 C.0 C.0 O.O 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 C.0 0.0 0.0 C.0 G.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 t.0 0.0 0.a 0.0 C.- O.O C.O C.0 C.0 \ 6" 0911 SITE LIGHTING PLAN \ t.0 0.0 0.0 0.0 C.0 0.0 0.0 0.0 0.0 0.0 0.0 09. ' �0 C.0 C'.0 0.0 C 0 0.0 0.0 0.0 L:,t��)16 U.0 G.0 C.") C.0 0.0 0.0 0.0 C.0 0.0 C.0 0.0 C.0 0.0 L 0.0 C.0 0.0 0.0 71/0 5'WIDE FILL EASEMENT IN „ " FA1/OR�PCOl0NTY0F UFFOLK n.- c.o C. c 6„b.o C.� r,0o6 o .o c.o C'. C.o C.o ).0 C.o C.0 C.0 mC.o U.o t.o C.0 C.0 t.0 C'.0 C.o 0.0 C.0 0.0 C.0 C.o C. C.0 t.o C.0 c.o C.0 - - 528.64- - -LD __1% ') n r) L -C i DATE: 01/27/2025 ''.�.. .i. '.a. Gam . .. '' .ti..'�.' :r. ' S 87°16'40" 300.00' W W W W W W W W W W EFL* - SCALE: 1" = 30' C.0 +..0 C.' 0 0. C.o C.0 C-n C.0 t.n C'. L.0 --- - - - --- - -`---� ------------------------ PROJECT NUMBER: 24216 0.0 0.0 0.0 '.0 0 0. 0.0 0.0 C.0 `.0 '`.0 'Lt.O 0.0 0.0 U.0 0 0. `'.0 0 0.0 0.0 C.0 0.0 C.0 0.0 0.0 C.0 O.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 t.0 0.0 C.0 'C.0 0:0 C.0 DRAWING BY: JR t,0 0.0 n - .. .- O.0 0.0 0.0 U.'. U.0 G.0 0.0 U.0 C.0 C.0 C.O C.0 t.0 0.0 0.0 .1.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 t.0 t.0 O.n O.n C.0 � f,,: + + + + + Z' 13® Vim-'L I.. CHECKED BY: DP + + o.o n.o 0.0 c.o 0.0 c.o u.o u.o c.n o.n n.o C.0 0.0 e.o u.o c.o c.o C.0 C.o c.o 0.0 ,a .......__...... .._..- ...--............_......._......_....._._.........._._........__._-_.._........ - ---...-_.........._..............................._......... APPROVED BY: MP DL• A-�-� SEAL oc SIGNATURE: ALTERATION OR ADDITION TO THIS ■ R4C>,Al/ DOCUMENT EXCEPT BY A LICENSED ^ PROFESSIONAL ENGINEER IS A / �•< ! ��R•�--�- yl� N E w VIOLATION OF SECTION 7209, Know w'hat's below. C)1 }'Q Call before you dig. (SLTF`FOL COZ:JNTY ROAD 48� ��G PILO ,�� SUB-DIVISION 2,OF THE NEW YORK STATE EDUCATION LAW 1-800-272-4480 AP�P � DRAWING No: * - Uj w r. NOT Y+►1 IALED ' GRAPHIC SCALE �2� ��' 30 0 15 30 60 120 Qg1�J Qv C-7 OA�OPE ( IN FEET ) 1 inch = 30 ft. MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER 1081558 7 OF 13 Y.\Key CiviltProjects12024\24216..Ran Kuoppala-_705 County Road 48-.Mattituck\Drawings\Key CivilQ42162025.10.10..SPP-7._TR-1...RPZ-0.dwg eSTTE�,�.l j 48 SOIL EROSION & SEDIMENT CONTROL NOTES: . yR ' 48 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. \ 2. THE STORMWATER POLLUTION PREVENTION PRACTICES PROPOSED HEREON HAVE BEEN IDENTIFIED AS THE MINIMUM \ NO PHYSICAL POSSESION \ RECOMMENDED PRACTICES. CONTRACTOR SHALL INSTALL ANY ADDITIONAL SITE SPECIFIC PRACTICES NEEDED TO LAND NOW OR FORMERLY OF ZONE:x-so 1zFslnENCE \ \ PROTECT WATER QUALITY AND THE PRICE SHALL BE INCLUDED IN BID FOR WORK. ADDITIONAL STORMWATER ZONE:R-30 RESIDENCE JAMES H. JACOBS & SHARON M. JACOBS USE:xESIDENCE USE:RESIDENCE S.C.T.M. 100000-113-12-10.2 \ MANAGEMENT FACILITIES OR PRACTICES SHALL BE INSTALLED TO COMPLY WITH ALL APPLICABLE CODES AND 12- \ SINGLE FAMILY RESIDENCE STANDARDS AND PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. CONTRACTOR LAND NOW OR FORMERLY OF TO NOTIFY IN WRITING AND CONSULT WITH THE ENGINEER OF RECORD IF ADDITIONAL MEASURES ARE REQUIRED OR IF THOMAS R. TALBOT S.C.T.M. SINGLE FAMILY 0001E-1 TICE 3 2)12 " " 300.00' / THERE IS EVIDENCE INDICATING POTENTIAL OR REALIZED IMPACTS ON WATER QUALITY DUE TO ANY STORMWATER 9 N 87' 16�40' E DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 3. NOTHING IN THIS STORMWATER POLLUTION PREVENTION PLAN'S DRAWINGS OR ANY ASSOCIATED REPORTS RELIEVES 8110 01 �$ 11 6 \- THE CONTRACTOR OR OWNER/OPERATOR FROM OBTAINING ANY OTHER PERMITS REQUIRED BY LAW OR COMPLIANCE n 't3,' a rr �.::�•°• Map data O2©24 Terms Report a map error 07 " 6 6 "0 012 " �� -`-� \ WITH TAKING ALL REASONABLE STEPS TO MINIMIZE OR PREVENT ANY DISCHARGE IN VIOLATION OF NYS DEC PERMIT NO. 0711 0$ ° 711 -�� y� GP-0-25-001 OR WHICH HAS A REASONABLE LIKELIHOOD OF ADVERSELY AFFECTING HUMAN HEALTH OR THE ` 0711 010 " - &-- 09 " \-`` 012" 06 , ENVIRONMENT. VICINITY MAP '-- d 01 " (3) ' ` N.T.S. 4. ALL STORMWATER MANAGEMENT PRACTICES SHALL BE INSPECTED BY THE ENGINEER OF RECORD AS THEY ARE " -/�- 01111 1 'r 9 rl ��__ 01011 710 ' CONSTRUCTED. NOTIFY ENGINEER OF THE START OF CONSTRUCTION AND DURATION A MINIMUM OF 2 WORKING DAYS / „ � rr a \ PRIOR TO COMMENCEMENT OF CONSTRUCTION. WITHOUT PROPER INSPECTION,CONTRACTOR MAY BE REQUIRED TO PROJECT DATA 06 01 rr `1 REMOVE AND REINSTALL STORMWATER MANAGEMENT PRACTICES AT CONTRACTORS EXPENSE. \ TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13 08 " 43 �� 4.1. DRYWELLS APPROXIMATE LOCATION OF 091, 42 -\ - SITE AREA.................................. 111,848 SF(2.57 Acres) MATERIAL OR SOIL STOCKPILE 06 " - J ) , 5. CONTRACTOR SHALL BE FAMILIAR WITH THE NEW YORK STATE STANDARDS AND SPECIFICATION FOR EROSION AND _ SEDIMENT CONTROL('BLUE BOOK")DATED NOVEMBER 2016,THE SWPPP(STORM WATER POLLUTION PREVENTION PLAN) ZONING.......SE........................... LB CANTED BUSINESS ro 0 PROPOSED INLET �^'� � /_\k==--- �i� DRAWINGS AND REPORTS PREPARED SPECIFICALLY FOR THIS PROJECT,AND THE REQUIREMENTS OF THE NEW YORK CURRENT USE........................... VACANT PROTECTION(TYP.) / 0 \ \ 0% 2 STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPDES GENERAL PERN4IT FOR STORMWATER DISCHARGES PERMIT NO.GP-0-25-001 EFFECTIVE JANUARY 29,2025. PROPOSED USE......................... CONTRACTOR'S BUSINESS - APPROXIMATE LOCATION OF \ PROPOSED FOOTPRINT........... 22,020 SF \ CONSTRUCTION DUMPSTER \ 6. EROSION CONTROL MEASURES TO PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE \� y SITE SHALL, AT A MINIMUM, CONFORM TO THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT LANDSCAPE/NATURAL AREA... 44,945 SF CONTROL UNLESS ADDITIONAL MEASURES ARE NOTED OR REQUIRED BY THE ENGINEER OF RECORD. /`,�2 50 ,;:, \ ®� / •` , PAVEMENTICONCRETE AREA... 44,883 SF 7. IT SHALL NOT BE A DEFENSE FOR A CONTRACTOR OR AN OWNER/OPERATOR IN AN ENFORCEMENT ACTION THAT IT Q6" w° _NECESSARY N ORDER TO MAINTAIN :,'.. WOULD HAVE BEEN NGC Y TO HALT OR REDUCE THE CONSTRUCTION ACTIVITY I COMPLIANCE WITH THE CONDITIONS OF NYS DEC GENERAL PERMIT GP-0-25-001 OR IMPLEMENT EROSION AND SEDIMENT 6 „ . SOIL EROSION CONTROL MEASURES SHALL BE ADJUSTED/ RELOCATED BY CONTRACTOR AS \ CONTROL PRACTICES 91 \ IDENTIFIED DURING SITE INSPECTIONS IN ORDER TO MAINTAIN EFFECTIVENESS OF CONTROL MEASURES. .�'. .ram .+✓� 8. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES SHALL BE DEEMED INCLUDED IN THE 1 �w ✓', .��, E3 } PRICE BID FOR THE SITE WORK. N Q ;: "I 9. INSTALLATION OF EROSION CONTROL,CLEARING,AND SITE WORK SHALL BE DONE AS INDICATED IN THE CONSTRUCTION � ..• :,� SEQUENCE. 710 10. INSTALLATION OF EROSION CONTROL DEVICES SHALL BE W ACCORDANCE WITH THE MANUFACTURER'S xo .vim RECOMMENDATIONS AND REQUIREMENTS. Ole 11. CONTRACTOR SHALL INSPECT THE EROSION AND SEDIMENT CONTROL PRACTICES AND POLLUTION PREVENTION / y,. MEASURES BEING IMPLEMENTED AFTER EACH RAINFALL EVENT AND DAILY WITHIN THE ACTIVE WORK AREA TO ENSURE PRO RY } Q 014" THAT THEY ARE BEING MAINTAINED IN EFFECTIVE OPERATING CONDITION AT ALL TIMES, INSPECTION OF ALL PROPOSED 1-S P TO BUILDING PRACTICES SHALL OCCUR WEEKLY AT A MINIMUM. IF DEFICIENCIES ARE IDENTIFIED,THE CONTRACTOR CONTRACTOR'S Y tA SHALL BEGIN IMPLEMENTING CORRECTIVE ACTIONS WITHIN ONE BUSINESS DAY AND SHALL COMPLETE THE CORRECTIVE BUSINESS \ \\ ACTIONS IN A REASONABLE TIME FRAME. \ \` 11,010 SF ® \ 12. CONTRACTOR SHALL REMOVE ANY SILT FROM SOIL EROSION AND SEDIMENT CONTROL MEASURES WHEN IT REACHES F.F. EL. 41. "'� / ^��} (112)ONE-HALF CAPACITY UNLESS OTHERWISE NOTED OR AS DIRECTED BY THE ENGINEER.THE MATERIAL SHOULD BE 7 10/10/25 JR REV.PER TOWN COMMENTS DATED 10/9/25 INCORPORATED INTO THE SITE IN A STABILIZED MANNER. PROPOSED 1-STORY 13. TEMPORARY SEED AND MULCH SHALL BE APPLIED TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED 6 09/12/25 JR REV PER TOWN COMMENTS DATED 9/11/25 BUILDING GRADE AND VEGETATED WITHIN 15 DAYS,WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON,THEY SHALL BE 5 08/29/25 JR MISCELLANEOUS REVISIONS CONTRACTOR'S { r"�p \ STABILIZED WITH GEOTEXTILE FABRIC AND MAINTAINED ACCORDING TO BEST PRACTICES. w BUSINESS vW 0 \ 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS O I } 11,010 SF r'A x 14. CONTINUE INSPECTION AND REPAIR OF STORMWATER POLLUTION PREVENTION MEASURES UNTIL THE COMPLETION OF I } r 3 05/06/25 JR UNAFFECTED SHEET o \ 1[ Q 11 CONSTRUCTION AND PERMANENT STABILIZATION IS ACHIEVED. F.F. EL. 41.75 "'� �,.�r ""r \ APPROXIMATE LOCATION OF \ o s: REV.PER SCDPW&HEALTH DEPARTMENT �? JOB TRAILER AND 15. I AND DEBRIS UPON ESTABLISHMENT OF PERMANENT STABILIZED COVER 2 05/01/25 JR COMMENTS TEMPORARY SANITARY FACILITIES(IF NEEDED) OF ALL UPSTREAM(TRIBUTARY AREAS. 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS REMOVE EROSION CONTROL MEASURES SILT,A .' F 6" 16. E MATERIAL AN DEBRIS SHALL BE DISPOSED OF NO. DATE BY DESCRIPTION NO PHYSICAL PosSESION a:' IN ACCORDANCE WITH ALL CITY, TAT AND FEDERAL LAWS AND APPLICABLE CODES. • D LAND NOW OR FORMERLY OF 1 1 \ GULLY RFALY, LLC 17 N S.C. M. y00r0�-f13-12-12 � �p ..;' , \ � 141 7,ONE:PROTECTED . THESE PLANS ARE BASED ON INFORMATION AVAILABLE TO OUR OFFICE AT THE TIME OF PLAN PREPARATION. REVISIONS I } x� CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS AND NOTIFY OUR OFFICE IF ACTUAL SITE CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN,OR F THE PROPOSED WORK WOULD BE IMPACTED BY ANY OTHER SITE FEATURES, : ZONE:LB LIMITED BuslNEss 0 18. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. Xs USE:VACANT S.C.T.M. 1000-113-12_14 \ y �. v) LAND NOW OR FORMERLY OF �- _ 0 12' TOWN of SOtrrHOLD \ 19. REFER TO GRADING AND LANDSCAPING PLANS FOR ADDITIONAL INFORMATION. F.I.I. 9� �' VACAPR h, \ 01� } �0 ® 20. CONTRACTOR SHALL CLEAN ALL ON-SITE EXISTING&PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPE 4 _ AT END OF PROJECT AS WELL AS ANY OFF-SITE DRAINAGE STRUCTURES THAT MAY HAVE RECEIVED RUNOFF FROM THE S/p SITE. 21. CONTRACTOR SHALL PROVIDE TEMPORARY INLET PROTECTION BEYOND THE LIMITS OF DISTURBED AREA AS CIVIL 3 u ,_ 1 NECESSARY TO PREVENT SILT AND DEBRIS FROM CONSTRUCTION ACTIVITIES GETTING INTO ANY DRAINAGE SYSTEM 664 BLUE POINT ROAD, UNIT B FOR WHICH THE PROJECT IMPACTS. \ 3g / PROPOSED INLET �o \ HOLTSVILLE, NEW YORK 11742 PROTECTION(TYP.) r, 0 22. CONTRACTOR SHALL LOCATE CONCRETE WASHOUT AREA. STOCKPILE AREA, AND CONSTRUCTION WASTE MATERIAL (631) 961-0506 \ f f"-24'�1 0811 $ STORAGE AREAS SO AS TO MINIMIZE EXPOSURE TO STORMWATER. CONSTRUCTION WASTE SHALL BE IMMEDIATELY PLACED IN ON-SITE STORAGE CONTAINERS UNTIL READY FOR OFF-SITE DISPOSAL.CONTRACTOR SHALL MAINTAIN SPILL www.KeyCivi[Engineering.com PREVENTION&RESPONSE EQUIPMENT AND MAKE AVAILABLE ON-SITE FOR USE BY CONTRACTOR'S EMPLOYEES TRAINED / 0 APPROXIMATE LOCATION IN THE APPLICATION OF SPILL PREVENTION&RESPONSE PROCEDURES. PROJECT NAME C " 15 "0 T OF CONCRETE TRUCK \ / 0 9 \ o \ WASHOUT STATION > \ 23. CONTRACTOR SHALL IDENTIFY LOCATION OF WASTE CONTAINERS,FUEL STORAGE TANKS,CONCRETE WASHOUT AREAS PROPOSED y®�®� / AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED ON THE PLAN. K 1 rr0 -� � 24. DE4'VATERING IF REQUIRED SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND IT IS THECONTRACTOR'S IBIUSINESS \ W RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. L FAVOR OF(DE FILL EASEMENT I COUNTY OF SUFFOLK " $ "0 6 0 02 / N m 25. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: BUILDINUZ 528.64' 41 a. STABILIZED CONSTRUCTION ENTRANCE/EXIT-A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT SHALL BE ®e - - INSTALLED AT THE DRIVEWAY ON FLANDERS ROAD:THIS AREA SHALL BE GRADED SO THAT RUNOFF WATER WILL BE 705 COUNTY ROAD 48 W W 4ti W S 4 W W 40 300.00' W RETAINED ON-SITE. MATTITUCK, NY 11952 Eil�f " t°- - b. INLET PROTECTION-IMMEDIATELY INSTALL FOR EACH INLET AS DRAINAGE STRUCTURES ARE INSTALLED. ------------- ----- --------- ---- -- ----------------- c. DUST CONTROL-STOCKPILES OF SOIL SHOULD BE LIMITED TO 15'MAXIMUM HEIGHT AND REMOVED OR UTILIZED TOWN OF SOUTHOLD, COUNTY OF SUFFOLK PROPOSED CONSTRUCTION FOR SITE CONSTRUCTION AS SOON AS PRACTICABLE. SHOULD EXCESSIVE DUST BE GENERATED, THE DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 ENTRANCE/EXIT.RELOCATE AS CONTRACTOR SHALL APPLY WATER TO BARE SOIL SURFACES TO MINIMIZE BLOWING DUST. NECESSARY FOR REQUIRED DRAWING TITLE CONSTRUCTION PHASING 26. THE RIGHT-OF-WAY IS NOT TO BE USED FOR STORAGE OR STAGING OF EQUIPMENT OR MATERIALS DURING SOLID WHITE LINE PROPOSED SILT FENCE TO BE CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THE RIGHT-OF-WAY DURING SOIL EROSION & PLACED DOWN GRADIENT OF ST O V�L L CONSTRUCTION AND SHOULD INSTALL FENCING ALONG THE PROPERTY'S FRONTAGE TO LIMIT ACCESS FOR DISTURBED AREAS IN ASPHALT SOLID YELLOW LINECONSTRUCTION VEHICLES TO DEFINED POINTS OF INGRESSIEGRESS. - -- -- -- AREAS.CONTRACTOR TO RELOCATE --..__......_.... -------------- DURING THE COURSE OF _ E F PAVEMENT 27. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS PERMANENTLY OR TEMPORARILY(EXISTING DISTURBED AREA WILL SEDIMENT CONTROL PLAN CONSTRUCTION ACTIVITIES, -GRASS MEDIAN 1£�► _1 R®� NOT BE DISTURBED AGAIN WITHIN 14 CALENDAR DAYS OF THE PREVIOUS SOIL DISTURBANCE)CEASED,THE APPLICATION Y'*T®R ROAD OF SOIL STABILIZATION MEASURES MUST BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED WITHIN FOURTEEN(14)DAYS FROM THE DATE THE CURRENT SOIL DISTURBANCE ACTIVITY CEASED. (SLTl�'FO�.K. COTJI�T'I'�T ROAD 48� DATE: 01/27i2025 28. CONTRACTOR SHALL SCHEDULE ON-SITE PRE-CONSTRUCTION MEETING A MINIMUM 5 DAYS PRIOR. TO ANY GROUND DISTURBANCE WITH THEIR TRAINED CONTRACTOR,OWNER,AND ENGINEER OF RECORD. SCALE: 1" = 30' PROJECT NUMBER: 24216 DRAWING BY: JR AREA DATA CHECKED BY: DP PROPERTY AREA................................ 111,848 SF(2.57 Acres) APPROVED BY. MP ".u✓icy: "' ALTERATION OR ADDITION TO THIS TOTAL DISTURBED AREA.................. 98,272 SF(2.26 Acres) SEAL SIGNATURE: DOCUMENT EXCEPT BYALICENSED �� PROFESSIONAL ENGINEER IS Know what's below. �(� PILO CaI l before you dig. EXISTING IMPERVIOUS AREA 0 SF(0.00 Acres) G r y VIOLATION OF SECTION 7209, O SUB-DIVISION 2,OF THE NEW YORK STATE TION 1-800-272-4480 PERVIOUS AREA 111,848 SF(2.57 Acres) A� Q' DRAWING ANo:�W PROPOSED IMPERVIOUS AREA 66,903 SF(1.54 Acres) d GRAPHIC SCALE PERVIOUS AREA 44,945 SF(1.03 Acres) �',. , W NOT •t(� .. BALED 30 0 15 30 60 120 �'y� 0816� C-8 0'0&0FE o P ( IN FEET ) 1 inch = 30 ft. MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 8 OF 13 Y:\Key Civil\Projects\2024\24216-Ron Kuoppala.705 County Road 48_P4aUttuck\Drawings\Key Civlf'24216--2025.10.10"_SPP-7-TR-1_.RPZ-O.dwg i TREE PROTECTION ZONEIDRIPLINE INSTALL PAD LOCK (SEE NOTE 2) SITE n r� 4'TALL FLUORESCENT ORANGE DISPLAY"SWPPP",THE NPDES HIGH-DENSITY CONSTRUCTION ,. PERMIT ID#,AND CONTACT FENCE OR APPROVED EQUAL INFORMATION(SEE NOTE 3) "COUNTRY"SIZE MAILBOX OR REA WITHIN TREE PROTECTION OTHER CONTAINER ABLE TO HOLD ZONE TO REMAIN UNDISTURBED A MINIMUM OF ONE 3"THREE RING V LONG WOOD OR STEEL DURING CONSTRUCTION BINDER IN GOOD CONDITION. M FENCE POSTS. POSTS SHALL`, g BE SPACED HORIZONTALLY 8' ,- s•^>r ram•- ts� '~ s '' %'' CONSTRUCTION PERMIT PAPERWORK STORAGE NOTES: e ON CENTER MAXIMUM. '. %'-•-t � %-'- 3i_.. %; 1. CONTRACTOR MUST MAINTAIN THE SWPPP BINDER IN A SECURE LOCATION,SUCH AS A JOB TRAILER,ON-SITE 'fy 4 CONSTRUCTION OFFICE,OR MAILBOX WITH LOCK. THE SECURE LOCATION MUST BE ACCESSIBLE DURING j' ` AREA OF SITE �S AREA OF SITE :>.:,.:; .> - ..,. r. . • . � _„-; -.��z,u:-'. -� NORMAL BUSINESS HOURS TO AN INDIVIDUAL PERFORMING COMPLIANCE INSPECTION. CONSTRUCTION y�y%' °- - CONSTRUCTION 2. PROVIDE A DIGIT OR CHARACTER PAD LOCK(MINIMUM FOUR DIGITS OR CHARACTERS)AND PROVIDE 2, COMBINATION TO TRAINED CONTRACTOR AND QUALIFIED INSPECTOR. A KEY SHALL NOT BE REQUIRED. BMP IMPLEMENTATION AND MAINTENANCE SEQUENCE 3. CONTACT INFORMATION SHALL INCLUDE THE NAME AND PHONE NUMBER OF EACH OF THE TRAINED SOIL RESTORATION REQUIREMENTS DURING CONSTRUCTION ACTIVITY SEQUENCE DESCRIPTION BMP ACTIVITIES MAINTENANCE FREQUENCY CONTRACTOR,QUALIFIED INSPECTOR,AND OWNER/OPERATOR. 4. PAPERWORK SHALL NOT BE TAKEN OFF SITE(SUCH AS STORED IN A WORK VEHICLE). PRE-CONSTRUCTION INSTALL INLET PROTECTION ON EXISTING INLETS TREE PROTECTION FENCE NOTES: TYPE OF SOIL DISTURBANCE SOIL RESTORATION REQUIREMENT COMMENTSIEXAMPLES 1. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR PROPOSED LIMITS OF CONSTRUCTION PERMIT PAPERWORK INCLUDES: DISTURBANCE. A. SWPPP(STORMWATER POLLUTION PREVENTION PLAN). NO SOIL DISTURBANCE RESTORATION NOT PERMITTED PRESERVATION OF NATURAL FEATURES INSTALL PERIMETER SEDIMENT CONTROL/SILT FENCE 2. CONSTRUCTION VEHICLES TO STAY AS FAR AS POSSIBLE FROM TREE PROTECTION FENCE TO PREVENT B. NOI(NOTICE OF INTENT)ACKNOWLEDGEMENT LETTER FROM DEC. C. N01 SIGNED BY OWNER AND SWPPP PREPARER. MINIMAL SOIL DISTURBANCE RESTORATION NOT REQUIRED CLEARING AND GRUBBING INSTALL STABILIZED CONSTRUCTION ACCESS COMPACTION OF TREE ROOTS. WEEKLY OR AS REQUIRED D. MS4 SWPPP ACCEPTANCE FORM. HYDROLOGIC SOIL HYDROLOGIC SOIL INSTALL WORK TRAILER OR MAILBOX FOR CONSTRUCTION E. NYS DEC GENERAL PERMIT No.GP-0-25-001. D .,Ca:;, TREE PROTECTION FENCE F. SITE LOG BOOK INCLUDING CERTIFICATIONS,SITE INSPECTION REPORTS,AND SWPPP UPDATES. AREAS WHERE TOPSOIL IS STRIPPED ONLY• GROUP A&B GROUP C& PROTECT AREA FROM ANY ONGOING PERMIT PAPERWORK STORAGE Map data C2024 Terms Report a map error N.T.S. NO CHANGE IN GRADE APPLY 6 INCHES OF AERATE"AND APPLY CONSTRUCTION ACTIVITIES. IDENTIFY THE SOIL STOCKPILE STORAGE AND TOPSOIL 6 INCHES OF TOPSOIL CONSTRUCTION STAGING AREAS VICINITY MAP CONSTRUCTION PERMIT PAPERWORK STORAGE HYDROLOGIC SOIL HYDROLOGIC SOIL N.T.S. AREAS OF CUT OR FILL GROUP A&B GROUP C&D EARTHWORK APPLY DUST CONTROL N.T.S. - AERATE'AHD APPLY APPLY FULL SOIL 6 INCHES OF TOPSOIL RESTORATION— INSTALL TEMPORARY RUN-OFF AND DRAINAGE CONTROL DAILY PROJECT DATA 6 INCH HEAVY TRAFFIC AREAS ON SITE(ESPECIALLY IN APPLY FULL SOIL RESTORATION SWEEP THE SOIL ON ROADWAYS TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13 A ZONE 5-25 FEET AROUND BUILDINGS BUT NOT (DECOMPACTION AND COMPOST WITHIN A 5 FOOT PERIMETER AROUND ENHANCEMENT) BUILDING CONSTRUCTION MATERIAL STOCKPILE PERIMETER CONTROL& SITE AREA.................................. 111,848 SF(2.57 Acres) FOUNDATION WALLS) STABILIZATION AS REQUIRED SILT FENCE NOTES KEEP CONSTRUCTION EQUIPMENT FROM ZONING....................................... LB LIMITED BUSINESS RESTORATION NOT REQUIRED.BUT MAY BE CROSSING THESE AREAS.TO PROTECT NEWLY RUN-OFF AND DRAINAGE INSTALL NEW DRAINAGE SYSTEM 1. PLACE SILT FENCE AT LOCATIONS AS SHOWN ON PLANS AS WELL AS DETAILS. DEFINITION AREAS WHERE RUNOFF REDUCTION AND/OR CONTROL WEEKLY OR AS REQUIRED CURRENT USE........................... VACANT 2. SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS THE FENCE AROUND THE ENDS. APPLIED TO ENHANCE THE REDUCTION INSTALLED BMP FROM ANY ONGOING 3. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE DIRECTED BY THE THE CONTROL OF DUST RESULTING FROM LAND-DISTURBING ACTIVITIES. INFILTRATION PRACTICES ARE APPLIED SPECIFIED FOR APPROPRIATE PRACTICES. CONSTRUCTION ACTIVITIES.CONSTRUCT A INSTALL INLET PROTECTION FOR NEW SYSTEM PROPOSED USE......................... CONTRACTOR'S BUSINESS GOVERNING AGENCY. FENCE AROUND BMP. GRADING,DRAINAGE,& GRADE SITE AREAS PURPOSE UTILITY INSTALLATION AND PROPOSED FOOTPRINT........... 22,020 SF 4. DO NOT PLACE MATERIAL AGAINST SILT FENCE. SOIL RESTORATION IS REQUIRED ON 5. INSPECT SILT FENCE IMMEDIATELY AFTER PLACING ANY MATERIAL NEARBY. TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBED SOIL SURFACES THAT MAY CAUSE OFF-SITE DAMAGE,HEALTH HAZARDS,AND REDEVELOPMENT PROJECTS IN AREAS WHERE STABILIZATION STABILIZE EXPOSED AREAS AS REQUIRED LANDSCAPE/NATURAL AREA... 44,945 SF TRAFFIC SAFETY PROBLEMS. REDEVELOPMENT PROJECTS EXISTING IMPERVIOUS AREA WILL BE 6. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY. CONVERTED TO PERVIOUS AREA. INSTALL EROSION CONTROL MEASURES PAVEMENT/CONCRETE AREA... 44,883 SF CONDITIONS WHERE PRACTICE APPLIES FINALIZE GRADING REMOVE TEMPORARY ESC MEASURES MONTHLY OR AS REQUIRED UPSTREAM/AREA OF DOWNSTREAM/EXISTING ON CONSTRUCTION ROADS,ACCESS POINTS,AND OTHER DISTURBED AREAS SUBJECT TO SURFACE DUST MOVEMENT AND DUST BLOWING WHERE OFF-SITE AERATION INCLUDES THE USE OF MACHINES SUCH AS TRACTOR-DRAWN IMPLEMENTS WITH COULTERS MAKING A NARROW SLIT IN THE SOIL,A DISTURBANCE--T-UNDISTURBED GROUND DAMAGE MAY OCCUR IF DUST IS NOT CONTROLLED. ROLLER WITH MANY SPIKES MAKING INDENTATIONS IN THE SOIL,OR PRONGS WHICH FUNCTION LIKE A MINI-SUBSOILER. POST CONSTRUCTION ""PER"DEEP RIPPING AND DE-COMPACTION,DEC 2008'. STORMWATER MANAGEMENT CLEAN ALL DRAINAGE STRUCTURES AND PIPE THAT MAY ANNUALLY OR AS REQUIRED WOOD OR METAL FENCE POSTS SPACED DESIGN CRITERIA AND INTERCONNECTING PIPE HAVE RECEIVED RUNOFF 8'-0"O.C.MAXIMUM (METAL FENCE CONSTRUCTION OPERATIONS SHOULD BE SCHEDULED TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ONE TIME.BUFFER AREAS OF VEGETATION SHOULD SOIL RESTORATION NOTES: INSPECTION REQUIRED APPROVED FILTER FABRIC MEETING POSTS OR APPROVED EQUAL TO BE BE LEFT WHERE PRACTICAL. TEMPORARY OR PERMANENT STABILIZATION MEASURES SHALL BE INSTALLED. NO SPECIFIC DESIGN CRITERIA IS GIVEN;SEE 1. SOIL RESTORATION IS TO BE APPLIED TO PROPOSED VEGETATED AREAS WHERE ANY HEAVY CONSTRUCTION VEHICLE HAS N.Y.S.SPECIFICATIONS(T-0"WIDE) INSTALLED IN ASPHALT PAVEMENT) CONSTRUCTION SPECIFICATIONS BELOW FOR COMMON METHODS OF DUST CONTROL. BEEN OR OVER COMPACTION HAS OCCURRED AND FINAL STABILIZATION IS TO BEGIN. THIS IS GENERALLY APPLIED IN THE PRE-CONSTRUCTION CLEANUP, SITE RESTORATION, AND LANDSCAPING PHASE OF CONSTRUCTION FOLLOWED BY THE PERMANENT WATER QUALITY SHOULD BE CONSIDERED WHEN MATERIALS ARE SELECTED FOR DUST CONTROL. WHERE THEIR IS A POTENTIAL FOR THE MATERIAL TO ESTABLISHMENT OF AN APPROPRIATE GROUND COVER TO MAINTAIN THE SOIL STRUCTURE. SOIL RESTORATION TRAINED CONTRACTOR:DAILY INSPECT SEDIMENT BASINS,PERIMETER SEDIMENT FLOW z UPDATE SWPPP AS ROTATE POSTS TOGETHER CONTROLS,STABILIZED CONSTRUCTION ACCESS,INLET � g WASH OFF TO A STREAM,INGREDIENT INFORMATION MUST BE PROVIDED TO THE NYSDEC. NO POLYMER APPLICATION SHALL TAKE PLACE WITHOUT WRITTEN MEASURES SHOULD BE APPLIED OVER AND ADJACENT TO ANY RUNOFF REDUCTION PRACTICES TO ACHIEVE DESIGN REQUIRED o BEFORE INSTALLATION ^\ APPROVAL FROM THE NYSDEC. PERFORMANCE. QUALIFIED INSPECTOR:1/WK PROTECTION,AND OTHER BMPS COMPACTED SOIL N SECOND CONSTRUCTION SPECIFICATIONS 2. AT THE END OF THE PROJECT AN INSPECTOR SHOULD BE ABLE TO PUSH A 3/8"METAL BAR 12 INCHES INTO THE SOIL JUST POST FINAL STABILIZATION SILT FENCE A NON-DRIVING AREAS: WITH BODY WEIGHT.THIS SHOULD NOT BE PERFORMED WITHIN THE DRIP LINE OF ANY EXISTING TREES OR OVER UTILITY NOTES: `D VEGETATIVE COVER-TEMPORARY SEEDING SHALL BE AS FOLLOWS: INSTALLATIONS THAT ARE WITHIN 24 INCHES OF THE SURFACE. 1. BMP ACTIVITIES IDENTIFIED FOR EACH PHASE DESCRIPTION SHALL BE IMPLEMENTED AT THE START OF EACH SEQUENCE A)RYE GRASS(ANNUAL OR PERENNIAL)AT 30 LBS.PER ACRE(0.7LBS/1000SF) AND BE MAINTAINED UNTIL PERMANENT STABILIZATION IS ACHIEVED. 6" FIRST SILT B)CERTIFIED"AROOSTOOK"WINTER RYE(CEREAL RYE)AT 100 LBS.PER ACRE(2.5 LBS/SF) 3. TO MAINTAIN SOIL RESTORATION,KEEP THE SITE FREE OF VEHICULAR AND FOOT TRAFFIC OR OTHER WEIGHT LOADS. 2. IMPLEMENTATION OF BMP ACTIVITIES SHALL IN NO WAY RELIEVE THE CONTRACTOR OF OBLIGATIONS REGARDING DIG T WIDE AND 6"DEEP o I USE WINTER RYE IF SEEDING IN OCTOBER/NOVEMBER. OTHER CONSTRUCTION ACTIVITIES AND TIME FRAMES. TRENCH,BURY BOTTOM N FENCE MULCH(INCLUDING GRAVEL MULCH)-MULCH OFFERS A FAST EFFECTIVE MEANS OF CONTROLLING DUST. SOIL RESTORATION PROCEDURE: V-0"OF FILTER FABRIC, SPRAY ADHESIVES-EXAMPLES OF SPRAY ADHESIVES FOR USE ON MINERAL SOILS ARE SHOWN IN THE DURING PERIODS OF RELATIVELY LOW TO MODERATE SUBSOIL MOISTURE, THE DISTURBED SUBSOILS ARE RETURNED TO TAMP IN PLACE PST(TYP.) STAPLE(TYP.) FOLLOWING TABLE: ROUGH GRADE AND THE FOLLOWING SOIL RESTORATION STEPS APPLIED: SECTION JOINING FENCE SECTIONS MATERIAL WATER DILUTION NOZZLE TYPE APPLY GALLONSIACRE 1. APPLY 3 INCHES OF COMPOST OVER SUBSOIL. THE COMPOST SHALL BE WELL DECOMPOSED (MATURED AT LEAST 3 ACRYLIC POLYMER 8:1 COURSE SPRAY 500 MONTHS),WEED-FREE,ORGANIC MATTER.IT SHALL BE AEROBICALLY COMPOSTED,POSSESS NO OBJECTIONABLE ODORS, WOOD OR LATEXEMULSION 12.5:1 FINE SPRAY 235 AND CONTAIN LESS THAN 11%, BY DRY WEIGHT, OF MAN-MADE FOREIGN MATTER. THE PHYSICAL PARAMETERS OF THE 7 10/10/25 JR REV.PER TOWN COMMENTS DATED 10/9/25 8'O.C. SILT FENCEIFILTER METAL FENCE POST RESIN IN WATER 4:1 FINE SPRAY 300 COMPOST SHALL MEET THE STANDARDS LISTED IN TABLE 5.2-COMPOST STANDARDS TABLE OF THE NYS STANDARDS AND (TYP.) FABRIC SPECIFICATIONSFOR EROSION AND SEDIMENT CONTROL,EXCEPT FOR"PARTICLE SIZE"100%WILL PASS THE 1/2"SIEVE. 6 09/12/25 JR REV.PER TOWN COMMENTS DATED 9/11/25 B DRIVING AREAS: 1.1. NOTE:ALL BIOSOUDS COMPOST PRODUCED IN NEW YORK STATE(OR APPROVED FOR IMPORTATION)MUST MEET NYS 5 08/29/25 JR MISCELLANEOUS REVISIONS SPRINKLING-THE SITE MAY BE SPRAYED UNTIL THE SURFACE IS WET. THIS IS ESPECIALLY EFFECTIVE ON HAUL ROADS AND ACCESS ROUTES TO DEC'S 6 NYCRR PART 360(SOLID WASTE MANAGEMENT FACILITIES) REQUIREMENTS.THE PART 360 REQUIREMENTS PROVIDE SHORT TERM LIMITED DUST CONTROL. ARE EQUAL TO OR MORE STRINGENT THAN 40 CFR PART 503 WHICH ENSURE SAFE STANDARDS FOR PATHOGEN 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS POLYMER ADDITIVES-POLYMERS ARE MIXED WITH WATER AND APPLIED TO THE DRIVING SURFACE IN ACCORDANCE WITH THE MANUFACTURER'S REDUCTION AND HEAVY METALS CONTENT. RECOMMENDATION. 3 05/06/25 JR UNAFFECTED SHEET BARRIERS-WOVEN GEO-TEXTILES CAN BE PLACED ON THE DRIVING SURFACE. STONE CAN ALSO BE USED FOR CONSTRUCTION ROADS. 2. TILL COMPOST INTO SUBSOIL TO A DEPTH OF AT LEAST 12 INCHES USING A CAT-MOUNTED RIPPER,TRACTOR MOUNTED DIRECTION OF WINDBREAK-A SILT FENCE OR SIMILAR BARRIER CAN CONTROL AIR CURRENTS AT INTERVALS EQUAL TO TEN TIMES THE BARRIER HEIGHT. PRESERVE DISC,OR TILLER,TO MIX AND CIRCULATE AIR AND COMPOST INTO THE SUBSOIL. 2 05/01/25 JR REV.PER SCDPW&HEALTH DEPARTMENT COMMENTS SURFACE RUNOFF PLAN EXISTING WIND BARRIER VEGETATION AS MUCH AS PRACTICAL. 3. ROCK-PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF FOUR INCHES AND LARGER SIZE ARE CLEANED OFF THE SITE. 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS STANDARD SILT FENCE NOTES: MAINTENANCE 1. THE SLOPE OF THE LAND FOR AT LEAST 30 FEET ADJACENT AND UPSTREAM TO STANDARD SILT FENCE SHALL MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS UNTIL ALL DISTURBED AREAS ARE STABILIZED. 4. APPLY TOPSOIL TO A DEPTH OF 6 INCHES. NO. DATE BY DESCRIPTION NOT EXCEED 5%. 2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THE END POSTS SHALL BE ROLLED TOGETHER A 5. VEGETATE AS REQUIRED BY THE SEEDING PLAN.USE APPROPRIATE GROUND COVER WITH DEEP ROOTS TO MAINTAIN THE REVISIONS MINIMUM OF 3 TIMES. SOIL STRUCTURE. STANDARD SILT FENCE 6. TOPSOIL MAY BE MANUFACTURED AS A MIXTURE OR A MINERAL COMPONENT AND ORGANIC MATERIAL SUCH AS COMPOST. N.T.S. DUST CONTROL SOIL RESTORATION N.T.S. e E R I I 664 BLUE POINT ROAD, UNIT B HOLTSVILLE, NEW YORK 11742 GEOTEXTILE, FILTER FABRIC, OR SILT FENCE FABRIC (6311 961-0506 PLACED UNDER INLET GRATE IS NOT AN ACCEPTABLE www.KeyCivilEngineering.com STORMWATER MANAGEMENT PRACTICE PROJECT NAME-- _ PROPOSED 1!8"0 STEEL WIRE 2" PR, INLET PROTECTION TYPES AND USES t I I I t EROSION CONTROL COVER ,\�,,�� i,�,,i,,�i;� �,�i�\l<l�� EXISTING PAVEMENT TYPE EXAMPLE USAGE NOTES STAPLE DETAIL STAPLES(2 PER-'--"' ER 8'MIN � -1 1 MAX 50'MIN. BALE,TYP.) _ _ STOCKPILE PERIMETER �\��\ x \//\ ( } 3, B B SEDIMENT CONTROL ��j, ¢ F- STOCKPILED '��/,� 10'-0"MIN. FABRIC PLACED THIS METHOD OF INLET PROTECTION 15 NOT 6. BALE, BUILDING 10 MIL PLASTIC - 10 MIL PLASTIC LINING-'z - (SILT FENCE SHOWN) ��> o LU MATERIAL \\/%�\ (TYP.) 705 COUNTY ROAD 48 0 UNDER INLET NOT PERMITTED ACCEPTABLE. /�/ �� LINING Z BINDING _ _ ° ��!r�i ��i ,,° MATTITUCK NY 1 GRATE MOUNTABLE BERM WIRE /� 1952 EXISTING GROUND FILTERCLOTH (OPTIONAL) _ SANDBAGS TOWN OF SOUTHOLD COUNTY OF SUFFOLK EXCAVATED DURING INITIAL OVERLOT GRADING MAXIMUM SIDE SLOPES OF 2:1. UNDER STONE PROFILE STRAW BALE----. ��ii� ',;�' MINIMUM DEPTH 1 FOOT. NATIVE MATERIAL " OR CONCRETE - - DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 1 DROP INLET AFTER THE STORM DRAIN TRUNK IS MAXIMUM DEPTH 2 FEET. 50'MIN. (IF EXCAVATED, BLOCK(TYP.) PROTECTION INSTALLED r I r I I I DRAWING TITLE CONTAIN 900 CF PER TRIBUTARY ACRE. 2V:1H MAX SLOPE) WOOD OR METAL STAKES FABRIC DROP DURING FINAL ELEVATION GRADING MAX SLOPE OF 1%OF SURROUNDING AREA. SECTION B-B (2 PER BALE) PLAN STOCKPILE NOTES: SOIL EROSION SEDIMENT MAINTAIN OVERFLOW TO DROP INTO THE 1.9 MAX UN-REINFORCED HEIGHT OF FABRIC. EXISTING GROUND 1. STOCKPILE MANAGEMENT INCLUDES MEASURES TO MINIMIZE EROSION AND SEDIMENT TRANSPORT FROM SOILS OR 11 INLET PHASES AFTER THE STORM DRAIN CONCRETE AND GROUT WASTE MANAGEMENT: OTHER ERODIBLE MATERIALS STORED AT THE CONSTRUCTION SITE. SPECIAL ATTENTION SHOULD BE GIVEN TO PROTECTION SYSTEM IS COMPLETED z 1. ALL WASH OFF AND NON-SOLID CONCRETE AND GROUT WASTE MUST BE CONTAINED IN AN EXCAVATED OR ABOVE DROP INLET. �` z STOCKPILES IN CLOSE PROXIMITY TO NATURAL OR MANMADE STORM SYSTEMS. PROTECTION OF STOCKPILES IS A C a T L z (-t12'MIN. GROUND LINED CONSTRUCTED PIT. T C� MINIMUM STONE BARRIER HEIGHT OF 1'. w YEAR-ROUND REQUIREMENT. I © I L V N > 2. THIS FACILITY WILL RECEIVE ALL WASH WATER FROM THE CLEANING OF CHUTES,MIXERS,HOPPERS,VIBRATORS, DE /l STONE&BLOCK DURING THE INITIAL AND INTERMEDIATE MAXIMUM STONE BARRIER HEIGHT OF 2. W a PLACING EQUIPMENT, TROWELS, AND SCREEDS. UNDER NO CIRCUMSTANCES WILL WASH WATER FROM THESE 2• THIS DETAIL DOES NOT APPLY TO CONTAMINATED MATERIALS WHICH REQUIRE ADDITIONAL MEASURES. III DROP INLET OVERLOT GRADING OF A DO NOT USE MORTAR. OPERATIONS BE ALLOWED TO INFILTRATE INTO THE SOIL OR ENTER SURFACE WATERS OR STOMWATER 3. LOCATE STOCKPILES AS FAR AWAY FROM BODIES OF WATER,INFILTRATION AREAS,INLETS,AND OTHER DRAINAGE PROTECTION CONSTRUCTION SITE LIMIT HEIGHT TO PREVENT PONDING OR EXPOSE 6"OF FILTER CLOTH z SYSTEM COMPONENTS AS POSSIBLE SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE ALONG BOTH SIDES g MANAGEMENT FACILITIES. ENVIRONMENTAL DAMAGE. DATE: 01/27/2025 BYPASS FLOW. PLAN VIEW 3. CAPACITY-SIZE FACILITY TO CONTAIN SOLIDS,WASH WATER,AND RAINFALL. WASH WATER SHALL BE ESTIMATED 4. WEEDS SHOULD NOT BE ALLOWED TO GROW ON STOCKPILES. USE WITH UPSTREAM BUFFER STRIPS AND BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS AT 1 CUBIC FOOT PER CHUTE AND 7 CUBIC FEET PER 5. WHEN THE STOCKPILE IS NO LONGER NEEDED,PROPERLY DISPOSE OF EXCESS MATERIALS AND RE-VEGETATE OR SCALE: N.T.S. USED AFTER PAVEMENT HOPPER OF THE CONCRETE PUMP TRUCK AND/OR DISCHARGING DRUM.PAVED SURFACE OTHERWISE STABILIZE THE GROUND SURFACE WHERE THE STOCKPILE WAS LOCATED. IV INLET PLACE AT INLET PERIMETER OR BEYOND STABILIZED CONSTRUCTION ACCESS NOTES:WITH TEMPORARY SURFACE STABILIZATION. 4. LOCATION-LOCATE FACILITY FOR ACCESS BY TRUCKS AND AS FAR AS POSSIBLE FROM DRAINAGE SWALES,STORM CONSTRUCTION HAS BEEN DONE WHILE 6. FOR STOCKPILES MAINTAINED FOR MORE THAN ONE DAY, A SEDIMENT CONTROL SYSTEM, CONSISTING OF SILT PROJECT NUMBER: 24216 . FINAL GRADING AND SOIL DRAIN INLETS.WETLANDS,STREAMS AND OTHER SURFACE WATERS AND WHERE POSSIBLE,A MINIMUM OF 100 FEET PROTECTION INTEGRATE TRAFFIC SAFETY. 1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. FENCING OR COIR LOG,SHALL BE INSTALLED AND MAINTAINED ON DOWNHILL SIDES TO CONTAIN MATERIAL. DO NOT CAUSE FLOODING OR BYPASS FLOW. 2. LENGTH -NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH STABILIZATION IS OCCURRING AWAY FROM SUCH. PREVENT SURFACE RUNOFF FROM ENTERING THE STRUCTURE. SIGNS SHALL BE PLACED TO DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS DISCHARGED. 6.1. FOR TEMPORARY STOCKPILES ON THE INTERIOR PORTION OF A CONSTRUCTION SITE,WHERE OTHER DRAWING BY: J R FABRIC WILL EQUAL OR EXCEED THE WOULD APPLY). DOWN-GRADIENT CONTROLS,INCLUDING PERIMETER CONTROL,ARE IN PLACE,STOCKPILE PERIMETER 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. 5. LINER-PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 MILS WITH NO HOLES OR TEARS,AND ANCHORED CONTROLS MAY NOT BE REQUIRED. INSTALLED AND ANCHORED IN PERFORMANCE STANDARD FOR THE SILT BEYOND THE TOP OF THE PIT WITH STAPLES AS SHOWN, AN EARTHEN BERM, SAND BAGS, STONE, OR OTHER CHECKED BY: DID MANUFACTURED 4. WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS 6.2. PROTECT ALL STOCKPILES FROM STORMWATER RUN-ON. ACCORDANCE WITH THE FENCE FABRIC. THE INSERTS WILL BE OCCURS.TWENTY-FOUR 24 FOOT IF SINGLE ENTRANCE TO SITE. STRUCTURAL APPURTENANCE. V INSERT INLET MANUFACTURERS RECOMMENDATIONS INSTALLED TO PRESERVE A MINIMUM OF 50% ( ) 6.3. FOR STOCKPILES INACTIVE USE,PROVIDE A STABILIZED DESIGNATED ACCESS POINT ON THE UPGRADIENT 6. PRE-FABRICATED WASHOUTS MAY BE USED IF THEY ENSURE THE CAPTURE AND CONTAINMENT OF THE WASTE SIDE OF THE STOCKPILE.PROTECTION 5. GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. APPROVED BY: MP AND DESIGN DETAILS OF THE OPEN UNOBSTRUCTED DESIGN FLOW 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED WASH AND BE SIZED BASED AS ABOVE. AREA OF THE STORM DRAIN INLET OPENING. 7. MAINTENANCE: 6.4. SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-THIRD(1!3)OF THE BARRIER BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. HEIGHT. SEAL&SIGNATURE: ALTERATION OR ADD.T[ON TO THIS 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR 7.1. ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE DOCUMENT EXCEPT BY A LICENSED INLET PROTECTION NOTES: FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL SEDIMENT SPILLED, DROPPED,WASHED OR TRACKED DEACTIVATED AND REPAIRED OR REPLACED IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED 6.5. INSPECT STOCKPILE SEDIMENT CONTROL SYSTEM IMMEDIATELY AFTER MODIFYING STOCKPILE. PROFESSIONAL ENGINEER IS A 6.6. REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED,OR AS DIRECTED BY THE NE W Y VIOLATION OF SECTION 7209, 1. CONTRACTOR MAY USE THE TYPE SUITABLE FOR THE SITUATION AND THEIR MEANS AND METHODS UNLESS ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. OVER HARDENED CONCRETE SHOULD BE PUMPED TO A STABILIZED AREA,SUCH AS A GRASS FILTER STRIP. /O O SUB-DIVISION 2,OF THE NEW YORK NOTED OTHERWISE ON PLAN. CONTRACTOR MUST SUBMIT SPECIFICATION OF ANY TYPE V TO ENGINEER 8. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN 7.2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75/o OF THE STORAGE CAPACITY OF THE ENGINEER,CK KEEP THEM FUNCTIONING PROPERLY. ��'�/�� PILo STATE EDUCATION LAW 1� 9� 7. THE TOE OF STOCKPILES SHALL NOT BE AGAINST SITE PERIMETER SEDIMENT CONTROL. BEFORE USE. APPROVED SEDIMENT TRAPPING DEVICE. STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND 2. THE DRAINAGE AREA FOR A STORM DRAIN INLET WITH INLET PROTECTION SHALL NOT EXCEED 1 ACRE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 8. FOR STOCKPILES INACTIVE FOR MORE THAN 14 DAYS, STABILIZE THE STOCKPILE TO PREVENT SEDIMENT PROPERLY DISPOSED OF OFF SITE. � DRAWING No: R I EROSION SYSTEM,CONSISTINGF MP Y DIN AND MULCHING,P TI tG 3. IMMEDIATELY INSTALL INLET PROTECTION WHEN A STORM DRAIN INLET IS CONSTRUCTED. 10.CONTRACTOR TO ENSURE THAT THE TRACKING PREVENTION REMAINS EFFECTIVE DURING ALL CONSTRUCTION 7.3. DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION/DEMOLITION LANDFILL. ON-SITE TRANSPORT USING AN E OS ON CONTROL SYS E 0 TEMPORARY SEEDING PLASTIC DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. /GEOTEXTILE COVERING,SOIL BINDERS,OR EROSION CONTROL BLANKETS. USE OF MULCH OR SOIL BINDERS ONLY fx� }' W ...:::.: 4. EROSION CONTROL/TEMPORARY STABILIZATION MEASURES MUST BE IMPLEMENTED ON THE DISTURBED PHASES. IS ACCEPTABLE IF THE STOCKPILE WILL BE IN PLACE FOR NO MORE THAN 60 DAYS. s' DRAINAGE AREA TRIBUTARY TO THE INLET. 11. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS,DITCHES,OR WATERCOURSES. IN THAT CASE,THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED,OR BURIED AND COVERED WITH A MINIMUM ... NOT 0! AI.ED ' 9. IMPLEMENT DUST CONTROL PRACTICES AS APPROPRIATE ON ALL STOCKPILED MATERIAL. n C? 5. TYPE IV INLET PROTECTION PRACTICES INCLUDE COMPOST FILTER SOCKS,GEO-TUBES FILLED WITH BALLAST, 12. CONTRACTOR TO RELOCATE TRACKING PADS AS NECESSARY. OF 2 FEET OF CLEAN COMPACTED EARTHFILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. 0 .� AND OTHER APPROVED EQUAL MANUFACTURED SURFACE BARRIERS. 13. EXPOSE 6"END OF FILTER CLOTH ON BOTH OF THE LONGER SIDES FOR THE ENTIRE LENGTH. 7.4. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. v :" ,; S 081 v 7.5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN MATERIAL STOCKPILE �;; 6. TYPE V INLET PROTECTION PRACTICES INCLUDE DANDY SACK,FLEXSTORM CATCH-IT,ULTRATECH ULTRA-DRAIN �" ' �p P GUARD,AND OTHER APPROVED EQUAL MANUFACTURED INLET INSERT. NON-DESIGNATED AREAS. N.T.S. ROF E INLET PROTECTION STABILIZED CONSTRUCTION ACCESS CONCRETE AND GROUT WASTE MANAGEMENT KnowCallao be �reyou dig. N.T.S. N.T.S. N.T.S. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER 0081558 9 OF 13 Y;Key CivRProjects\2024\24216__Ron Kuoppala_705 County Road 48.,Mattituck\Drawings%Key CN0242162025.10.10_SPP-7._TR-1,_RPZ-O.dwg i 1/4"x 112"LG.PIN HD.BOLTS WITH NUTS&LOCK WASHERS r,"lc _ COLORSITE LEGEND&BORDER GREEN(NON-REFLECTORIZED) RESERVEDA. . T BACKGROUND WHITE(NON-REFLECTORIZED) PARKING 1/4"x 1/2"LG.PIN HD.BOLTS ?; z TREATED WOOD POST SYMBOL WHITE(NON-REFLECTORIZED) WITH NUTS&LOCK WASHERS M.U.T.C.D."NO PARKING BACKGROUND BLUE(NOWREFLECTORIZED) P ANYTIME"SIGN 114"x 1/2"LG.PIN HD.BOLTS WOOD FENCE RAIL m (M.U.T.C.D.R7.8) PROPOSED'RESERVED PARKING'&'VAN ACCESSIBLE'SIGN WITH NUTS&LOCK WASHERS c� (M.U.T.C.D.#R7-8&R7-8A)(TYP.OF 2) 30" Z9'. = M.U.T.C.D.'RESERVED PARKING'SIGN -' ° (R7 8) �_ SEE SITE PLAN FOR 4$ PROPOSED'NO PARKING ANYTIME'SIGN ADDITIONAL INFORMATION WHITE TEXT NOTES 2'-0"MIN C' U.T.C.D.'VAN ACCESSIBLE'SIGN (M.U.T.C.D.#R7-1,NO ARROW) 1. ACCESSIBLE PARKING SIGN SHALL CONFORM WITH CURRENT R7 8A ° ��ti" FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS. VAN ( ) 4$wi 4"WIDE PAINTED "" y _- 2. VAN ACCESSIBLE SIGN SHALL CONFORM WITH CURRENT ACCESSIBLE o STRIPE(BLUE) V0� I- FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS. ° 4"WIDE PAINTED RED BACKGROUN FINISHED GRADE APPLY ROOFING TAR TO z wo POSTS BELOW GRADE(TYP.) 3. SIGN MOUNTING HEIGHT SHALL BE 60 TO 84 INCHES + z o ALVANIZED U CHANNEL POST STRIPE(BLUE) z MEASURED FROM GROUND SURFACE OF PARKING STALLS. o o 0 ° INSTALLED IN 6"DIAMETER m g ° o CONCRETE SONOTUBE. 3'MIN. 0 o w ° a' 45 24"MIN ,PAINTED ACCESSIBLE w > o EMBEDMENT DEPTH GALVANIZED U CHANNEL POST on o 4"WIDE PAINTED ® SYMBOL(TYP) ° > INSTALLED IN 6"DIAMETER CONCRETE `r STRIPE(WHITE) o g It m SONOTUBE.T MIN.EMBEDMENT DEPTH o N 10'0" o o `~o 01 o "' POST & RAIL FENCE DETAIL 0 9'0" 8'-0" 8'0" 8'-0"� o _k Ma data©2024 Terms Re ° o GALVANIZED U CHANNEL POST ¢ ' p port a map error N.T.S. PAINTED ACCESSIBLE & INSTALLED IN 6" CONCRETE g a ACCESSIBLE PARKING SIGN NO PARKING ANYTIME SIGN SONOTUBE.3'MIN.EMBEDMENTDEPTH Y VICINITY MAP (M.U.T.C.D.#R7-8&R7.8A) STANDARD STRIPING AREA DETAIL `- (M.U.T.C.D.#R7.1,NO ARROW)(NYR#7.4) N.T.S. N.T.S. N.T.S. N.T.S. ell PROJECT DATA TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12.Lot 13 2"0 SCH.40 GALV.PIPE qp 1 518"0 SCH.40 GALV,TOP RAIL BLACK VINYL COATING BLACK VINYL COATING _ SITE AREA.................................. 111,848 SF(2.57 Acres) (MUTCD#R1.1) CURRENT USE........................... VACANT ALUMINUM TIES(TYP) N.T.S. PROPOSED USE......................... CONTRACTOR'S BUSINESS BLUE Ez PROPOSED FOOTPRINT........... 22,020 SF N LANDSCAPE/NATURAL AREA... 44,945 SF le PAVEMENT/CONCRETE AREA... 44,883 SF 1/4"RADIUS EDGE OF PAVEMENT OF FACE OF CURB EXPANSION JOINT FILLER WHENle 2 0" FINISH GRADE CURB IS ADJACENT TO SIDEWALK. WHITE PAINTED 2"MIN FINISH GRADE 1"BELOW TOP OF 24" iv r•7-. , LACK VINYL r---a 112"RADIUS CURB IN ALL LAWN AREAS.FLUSH �-(MIN.)~� STOP LINE o 1 rr COATED MESH i WHERE REVEALED 0.5' z 1'I.I', CURB SIDEWALK AREAS. 1 1_518"0 SCH.40 GALV. 111 1C' l I NOTES: v 1 17 r, BOTTOM RAIL i 1 1.CONTRACTOR TO APPLY 2 COATS OF PAINT v BLACK VINYL COATING i u; tc PAVEMENTA ° ' 2.LOCATE AT EDGE OF PARKING SPACE T'-9„ c 0'(TYP) PAINTED RESERVED PARKING SYMBOL N WHITE PAINT ° \� N.T.S. m 6'-0" HIGH CHAIN LINK FENCE z ° CONCRETE 4000 PSI AT 28 DAYS t U- N.T.S. �, ; 1/4"RADIU 0 ALL PAINT TO BE FAST DRYING TRAFFIC PAINT, MIN.2 COATS OF Uj CONCRETE CURB PAINT, MEETING THE REQUIREMENTS OF AASHTO M24B TYPE F, L 1 o c w PAINT SHALL BE APPLIED AS SPECIFIED BY THE MANUFACTURER v z I- 8"MIN-I Z ON-SITE PAINTED TRAFFIC ARROW DETAIL UJI EXISTING ASPHALT TACK COAT 1.5"THICK ASPHALTIC CONCRETE GRADE 4 z i' N.T.S. PAVEMENT TO REMAIN NYS TYPE 6F WEARING COURSE ON-SITE CONCRETE CURB NOTES: v I 7 10/10/25 JR REV.PER TOWN COMMENTS DATED 10/9/25 1. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL d d' z a CONDITIONS SHALL BE BACKFILLED WITH 3/4"CLEAN CRUSHED STONE. 4 a d d 2. EXPANSION JOINTS SHALL BE PROVIDED AT EQUAL DISTANCES OF NOT MORE THAN 15' LLo 6 09112/25 JR REV.PER TOWN COMMENTS DATED 9/11/25 ' WHITE PAINT w AND AT ALL STORM SEWER INLETS.JOINTS SHALL BE FILLED WITH PREFORMED EXPANSION N d OADWAY CENTERLINE 0 JOINT FILLER, 1!2"THICK.THE JOINT SHALL BE RECESSED 1l4"FROM THE TOP AND FRONT d Q w PAVEMENT MARKING NOTES: 5 O8/29/25 JR MISCELLANEOUS REVISIONS ..,.....:i €..;.,..:i.i.:--;�i i ...,.;:..i „ .. , YELLOW PAINTED STRIPING(TYP.) :.III i _:_; I_ I; __, I_: I _ I , OF THE CONCRETE CURB.CAULKING SHALL BE PROVIDED ABOVE EXPANSION JOINT,FLUSH d d 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS l WITH TOP OF CURB. 4 d a 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING ALL PAVEMENT MARKINGS AT THE SITE TO ... ... . ........ . ....... I .. ....... .�........ 3. PAVEMENT REPAIR TO BE PROVIDED AS NEEDED FOR CURB REPLACEMENT. 4„ LIKE KIND CONDITIONS. 3 05/06/25 JR UNAFFECTED SHEET 4. THE TOP OF CURB(AT THE OUTSIDE OR NON-EXPOSED FACE)AND THE FLOW LINE OF 2,0„ + I I 4" REV.PER SCDPW&HEALTH DEPARTMENT 95%STANDARD PROCTOR 3.0"THICK ASPHALTIC CONCRETE CONCRETE GUTTER SHALL NOT VARY MORE THAN 0.01 FT.FROM A 10 FT.STRAIGHT EDGE I -"I I�- (TYP.) 2. ALL PAVEMENT MARKINGS, PARKING STALLS, PAINTED ISLANDS, FIRE LANE STRIPING, DIRECTIONAL 2 05/01/25 JR COMMENTS COMPACTED STABILIZED SOIL BASE NYS TYPE 3 DENSE BINDER COURSE PLACED LONGITUDINALLY ALONG THE CURB OR AT THE FLOW LINE OF THE GUTTER. 1/4"EXPANSION JOINT NOTE: PAVEMENT MARKINGS TO BE INSTALLED IN LOCATIONS SHOWN ON THE PLANS ARROWS ETC... SHALL BE INSTALLED IN THE SAME SIZES AND AT THE SAME LOCATIONS AS PER 1 04/14125 JR REVISE LIGHTING PER TOWN COMMENTS 6.0..THICK CRUSHED STONE/RECYCLED 5. THE FACE OF CURB SHALL NOT VARY MORE THAN 0.03 FT.FROM A 10 FT.STRAIGHT EDGE EXISTING CONDITIONS&AS SURVEYED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONCRETE AGGREGATE(RCA) PLACED LONGITUDINALLY ALONG THE FLOW LINE. INSTALLATION OF THE PAVEMENT MARKINGS SHALL NOT RESULT IN MORE OR LESS PARKING STALLS. 6. THE ELEVATION OF THE TOP OF CURB OR FLOW LINE OF GUTTER SHALL NOT VARY MORE ON-SITE CONCRETE CURB TAPER DETAIL AIL ON-SITE STOP BAR & LEGEND NO. DATE BY DESCRIPTION NYS TYPE 45-RCA BASE COURSE THAN 0.02 FT.FROM THE TRUE ELEVATION LAID OUT IN THE FIELD BY THE ENGINEER. N.T.S. 3. THE CONTRACTOR SHALL INSPECT THE SUBSTRATE AND CONDITIONS PRIOR TO THE INSTALLATION OF N.T.S. THE PAVEMENT MARKINGS,AND NOTIFY THE ENGINEER IN WRITING OF CONDITIONS DETRIMENTAL TO REVISIONS ON-SITE ASPHALT ON-SITE CONCRETE CURB DETAIL THE COMPLETION OF THE WORK. PAVEMENT SECTION N.T.S. 4. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN TWO (2) COATS. THE SECOND COAT SHALL BE N.T.S. INSTALLED 30-DAYS AFTER THE FIRST COAT. 6%0"HIGH SOLID PVC FENCE 10'-0" 5. ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE MOST RECENT VERSION OF THE AMERICANS WITH , DISABILITIES ACT STANDARDS FOR ACCESSIBLE DESIGN THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IF IT IS DETERMINED THAT THE ORIGINAL STRIPING PLAN DOES NOT MEET THESE ". '• ° •.° °• REQUIREMENTS PRIOR TO THE START OF WORK. EAVY DUTY GRAY IRON(CL35)DRAINAGE STRUCTURE SETS BY EJ +°°° 6"0 BOLLARD '• °'Q °a ` IL "�j .� ROUNDCOVERSETMODELNo.:V1600-3RGREV/CPH2CVLIND ' .< PITCH SLAB 664 FLUE POINT ROAD, UI011T ROUND GRATE SET MODEL No.:V3600-3 RG REV/CPH2 CV UND 1%MIN TO DOORS '° ! OR APPROVED EQUALS ° m ° ! CONCRETE CHIMNEY OR HOLTSVILLE NEW PORK 11742 BRICK ADJUSTMENT c ° ° " [631) 961-0506 FINISHED GRADE www.KeyCivilEngineering.com !4"x 1/2"I.G.PIN HD.BOLTS ? WITH NUTS&LOCK WASHERS `°° a' I. ° 5"fd LINE POST(TYP) PROJECT NAME g "CONCRETE TOP TO r 24" q o SUPPORT H-20 VEHICULAR 30" ° ' a ° - • ° `° PROPOSED M • 5"0 GATE POST(TYP) 15"0 ADS N-12 PIP LOADING,4000 PSI AT 28 DAYS ' '. '- . ---- WHITE TEXT ° '• � • '" 1• • " ° SEE SITE PLAN FOR SIDEWALK WIDTH ® ® ® ® ® ® ° • °° °°. 4"THICK CONC.WALK 6x6-6x6 WWF JOINT FILLER °° ° 4000 PSI 28 DAY PCC SEE EXPANSION ® ® ® ® ® ® ° G ° PITCH TO CURB JOINT DETAILA "Olz ) ® ® ® ® ® ® ' BUILDINGS RAINAGE RINGS SHALL BE WRAPPED RED BACKGROUND--' 14 °° WITH GEOTEXTILE FILTER FABRIC •• < . m . 705 COUNTY ROAD 48 BACKFILLUNDER,AROUNDAN ® ® ® ® ® �1 ®LLI a ° .• °° --------.......... MATTITUCK, NY 11952 TOP OF DRYWELL WITH CLEAN ® ® ® ® ® _) ® . a' • ° .° , ^'s!, TOWN OF SOUTHOLD, COUNTY OF SUFFOLK GRANULAR GRAVEL AND SAND 0 ° ' o ®a® ® ® ® �1 93 o o .° • ° . COMPACTED SUBGRADE(95/o MIN COMPACTION), /\/\/\/ w ° " 6"MIN COMPACTED C DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 c '� MIN.6"OF SELECT GRANULAR FILL OR ®�® ® ® ® _) ® ° '`. e �•° ' ACCEPTABLE EXISTING MATERIAL,AOBE. 314"CLEAN WASHED STONE ®N® ® ® ® w �) ® - -- • ' °'°.. ° '� • ,; °` °' ' "CONCRETE MAT ORAPPROVEDEQUAL /\\\//�//�' DRAWING TITLE ® ® ® ® ® ¢ w) ® \ ° " • ° �° °" (4,000 PSI AT 28 DAYS) > U J WHITEBACKGROUND-� ° °° e ° WITH 6"X6"WWF 4"CONIC.SIDEWALK WITH W.W.F, 112"RADIUS(TYP.) PITCH2`lo(MAX.) ® ® ® ® ® �I ® \ � RED "4. � _ ETAILSHEET \ ® ® ® ® ® �i ® \ w 0 w a BLACK SYMBOL 7 \/`C /��/\/\ �\��\ �\ �\�/��\��\ �\� �� SECTION 8•8 > � I PLAN 6"MIN COMPACTED ® ® ® ® ® ® / SECTION A-A 314"CLEAN WASHED STONE CAULKING DATE: 01/27/2025 _ ® ® ® 111� ® ® '.. B OR APPROVED EQUAL � 11�--f--- SCALE: N.T.S. M ® ® Ili ® 9 T-0"MIN - \\ IID ® ® ® ® ® w z. A BUILDING { A +..> PROJECT NUMBER: ® ® ® ® ® ® > I¢i 5"0 POST •.:'" f•' l;. .. : : 24216 �.. -- z m 5112"PVC TOP RAIL DOUBLE GATE "WIDE SOLID 112",4"PREM:OULDELD EXPANSION GALVANIZED U CHANNEL POST � ¢ o CONCRETE 114" JOINT DRAWING BY: JR GROUNDWATER ? INSTALLED IN 6"DIAMETER CONCRETE o z ¢ 2" LATCH PVC BOARDS VARIES PITCH 2/a(MAX.) vt� rn LAT CAP SIDEWALK SONOTUBE.T MIN.EMBEDMENT DEPTH q l'': _ I '. EXPANSION JOINT DETAIL CHECKED BY: DP 00 6'-0"MIN.PENETRATION INTO VIRGI 'TREE � ~i y 114" -I--}---112° APPROVED BY: MP STREET B XPANSIONJOINTEVERYI5 SEE ?..r ;.; v:'.;r•::•; p STRATA OF SAND AND GRAVEL �\ 0 1" ( ##'' SEAL Cx SIGNATURE: ALTERATION OR ADDITION TO THIS DETAIL) DOCUMENT EXCEPT BY A LICENSED •',` PROFESSIONAL ENGINEER IS A CONTROL JOINT EVERY 5'(SKIP WHEREVER EXPANSION JOINT• NEW y, VIOLATION OF SECTION 7209, ON-SITE DRYWELL DETAIL SEE DETAIL) 112"RADIUSTOOLEDJOINT �O p(LO OA SUB-DIVISION 2,OF THE NEWYORK N.T.S. - CONTROL JOINT DETAIL )r� �+/}- STATE EDUCATION LAW FINISH GRADE _ NOTE: PLAN NOTE: "STOP" SIGN DETAIL 4,000 PSI CONCRETE SHALL MEET THE REQUIREMENTS OF THE NEWYORK STATE DEPARTMENT OF TRANSPORTATION STANDARD co is DRAWING No: 1) DESIGN COMPRESSIVE STRENGTH=4,000 P.S.I.@ 28 DAYS AASHTO H-20 LOADING (Rt-1) 5„ z 2"MIN CONCRETE SPECIFICATIONS FOR ITEM 608,0101 yr u1 2) SEAL PIPE OPENINGS WITH NON-SHRINK GROUT "NO LEFT TURN" SIGN DETAIL AT 28 DAYS N r s " \ `i' 3) PROPOSED STROMWATER PIPING TO BE 15"DIA.CORRUGATED HDPE UNLESS NOTED. M 5112"PVC BOTTOM F2AIL NOT ,t !: `=ALED " (R4-20) -" ° -� CONCRETE SIDEWALK DETAIL 0 N.T.S. �''� - �' � (FOR USE ON-SITE) 2i5� ("� yI M N N.T.S. �p 005 E V-1 O 0 0 ELEVATION PVC TRASH ENCLOSURE DETAIL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILOTTA, P.E. PAGE No: N.T.S. ANY DETAIL NOT PROVIDED IN THIS PLAN SET. NEW YORK STATE PROFESSIONAL ENGINEER 1081558 10 OF 13 YAKey Civil\Projects\2024\24216_Ron Kuoppala_705 County Road 48_Mattituck\Drawings\Key Civil\24216_2025.10.10_SPP-7_TR-1_RPZ-O.dwg I i r XMIN SITE � s* WHITE le 48 EDGE LINE 45 48 RETICULATED BAR GRATE i C MIN. GENERAL NOTES: WIX 'O DEEP SCORED Pi. 1. THESE SHEETS ARE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA), AND THE WITH TOOLED EDGES, TYP. TYPE "A" CURB, .,t REQUIREMENTS OF THE 2013 PROPOSED ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT OF WAY (PROWAG). TYP. INE BROOM FINISH IMP. 2. THE DIMENSIONS SHOWN IN THE DETAILS AS MINIMUMS AND MAXIMUMS ARE THE LIMITS FOR DESIGN AND CAST IN PLACE EXISTING ASPHALT TACK COAT FIELD LAYOUT. FOR WORK ACCEPTANCE VALUES SEE "CRITICAL ELEMENTS FOR THE DESIGN, LAYOUT, AND y DETECTABLE PAVEMENT TO REMAIN I ACCEPTANCE OF PEDESTRIAN FACILITIES" ON SHEET 11 OF 12 AND SHEET 12 OF 12. I •••• WARNING TILE, I A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ELEVATIONS AND DIMENSIONS TO THE FINAL LAYOUT OF PEDESTRIANTYPICAL SURVEYURE WORKHAT NECESSARY TO MEET THESE REQUIREMENTSILITIES SHALL BE PAID FORMEETS ADARUNDER ITEMS62501 - ;'*: yM":=; "" ® Map data©2024 Terms Report a maperrior ZERO REt/EAL SURVEY OPERATIONS. A CONTRACT CONTROL PLAN IS NOT NECESSARY FOR WORK LIMITED TO < "". '"`' s"<" "`.<..'.. SIDEWALKS AND CURB RAMPS. CONC. 0 PED. .�. VICINITY MAP :; ;I -.--i i -.:.:".-.-:.:::.;.. ::-. ;1 3. FACILITIES THAT CANNOT BE CONSTRUCTED TO MEET THE DESIGN STANDARDS DUE TO DESIGN CROSSING, TYP. '. �` I ::::::: €:::::::: ::::: (r._ : :.:::::: ! ;:: I "- I ;""-.I;-"-"::I I -.;. 3;.,_.: I I ....I, CONSTRAINTS, SHALL BE CONSTRUCTED TO MEET THE STANDARDS TO THE GREATEST EXTENT PRACTICABLE. N STOP SIGN STOP ;I i.-i I -" !•- - FEATURES THAT CANNOT MEET THE VALUES FOR WORK ACCEPTANCE SHALL BE JUSTIFIED AS NONSTANDARD T.S. ONE WAY R 1-1, 30'9C30" ALL TRAFFIC i PER HIGHWAY DESIGN MANUAL CHAPTER 2. R6-1, 48"X18" " 4'THICK ASPHALTIC CONCRETE BINDER PROJECT DATA • R4-20, 24 X30 2"THICK ASPHALTIC CONCRETE 4. TO CHECK FIELD LAYOUT AND TO VERIFY WORK ACCEPTANCE, ALL MEASUREMENTS SHALL BE MADE 1N lZ" WHITE COURSE(NYS DOT TYPE 3) SURFACE COURSE(NYS DOT TYPE 6F) ACCORDANCE WITH THE "NOTES ON INSPECTION METHODS (MEASUREMENT)" ON SHEET 11 OF 12. ONE WAY 24" THERMOPLASTIC All 5. JOINTS BETWEEN SIDEWALKS, CURB RAMPS, TURNING SPACES AND ROADWAYS SHALL BE FLUSH AND FREE TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12.Lot 13 EDGE LINE + I STOP BAR TRAffN 6"THICK CRUSHED STONE/RECYCLED 95%STANDARD PROCTOR FROM ABRUPT VERTICAL CHANGES GREATER THAN t/4'. VERTICAL SURFACE DISCONTINUITIES BETWEEN 1/4" SITE AREA.................................. 111,848 SF(2.57 Acres) I CONCRETE AGGREGATE(RCA)BASE COURSE COMPACTED STABILIZED SOIL BASE AND %2" SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. THE BEVEL SHALL BE APPLIED ACROSS THE ENTIRE JOINT. SEE "VERTICAL SURFACE DISCONTINUITIES" DETAIL ON SHEET 2 OF 12. ONE WAY WHITE ZONING....................................... LB LIMITED BUSINESS R6-1, 48'Y18" CROSSHATCH 4' 12" YELLOW TO MEET G. SIDEWALKS ARE CONNECTED TO ROADWAYS BY BLENDED TRANSITIONS OR CURB RAMPS. BLENDED MIN. 12" WHITE EDGELINE PAVEMENT RESTORATION DETAIL TRANSITIONS ARE CONNECTIONS BETWEEN THE SIDEWALK LEVEL AND THE ROADWAY LEVEL THAT HAVE A CURRENT USE........................... VACANT AT FLOWLINE ' = MAXIMUM GRADE (RUNNING SLOPE) OF 5%. CONNECTIONS WITH A MAXIMUM GRADE (RUNNING SLOPE) GREATER PROPOSED USE......................... CONTRACTOR'S BUSINESS ONE WAY i-5" YELLOW (SCDPW STANDARDS) THAN 5% ARE CONSIDERED CURB RAMPS. 1 7. CURB RAMS AND BLENDED TRANSITIONS MAY REQUIRE THE INSTALLATION OF DETECTABLE WARNINGS. SEE PROPOSED FOOTPRINT . 22,020 SF N.T.S. ADDITIONAL "DETECTABLE WARNING NOTES" AND THE DETAILS ON DIMENSIONS AND ORIENTATION ON SHEET �5" YELLOW a 2 OF 12. LANDSCAPE/NATURAL AREA... 44,945 SF 1` 8. GRADE BREAKS WITHIN THE PEDESTRIAN ACCESS ROUTE SHOULD BE PERPENDICULAR TO THE DIRECTION OF PAVEMENT/CONCRETE AREA... 44,883 SF 12 WHITE f-`\q TRAVEL AND SHALL NOT BE ROUNDED. VERTICAL ALIGNMENT SHALL BE GENERALLY PLANAR. EDGE LINE L-,/ H° PED. ACCESS ROUTE/ 9. MATERIAL DEPTHS SHOWN ON THESE SHEETS ARE TYPICAL MINIMUM VALUES AND MAY BE DIFFERENT IN BUFFER ZONE SIDEWALK WIDTH SLOPE TRANSITION THE CONTRACT DOCUMENTS. MATERIAL AND 10. SIDEWALK GRADE (RUNNING SLOPE) SHALL NOT EXCEED 4.57 FOR DESIGN AND LAYOUT OR 5% FOR WORK WIDTH VARIES 4'-0{� MIN. r ACCEPTANCE, EXCEPT WHEN MATCHING INTO EXISTING SIDEWALK OR WHEN THE ADJACENT HIGHWAY GRADE IS STEEPER THAN 57 WHEN THE ADJACENT HIGHWAY GRADE IS GREATER THAN 5%, THE SIDEWALK GRADE YELLOW CROSSHATCH (SEE NOTE 13) WIDTH VARIES IE INTO SHALL NOT EXCEED THE HIGHWAY GRADE. FLOW LINE EXISTING GROUND It. THE CROSS SLOPE OF PEDESTRIAN ACCESS ROUTES SHALL BE 1.5% MAXIMUM FOR DESIGN AND LAYOUT, AND WHITE z I 6" (TYPO 6" (TYP.) 27 MAXIMUM FOR WORK ACCEPTANCE. THE FOLLOWING EXCEPTIONS ARE ALLOWED: CROSSHATCH CURB (TYPE VARIES) A. WHERE PEDESTRIAN STREET CROSSINGS ARE PROVIDED AT INTERSECTIONS WHERE THERE IS NO YIELD (SEE 609 SERIES STANDARD SHEETS) '"'-' OR STOP SIGN, OR WHERE THERE IS A TRAFFIC SIGNAL THAT IS DESIGNED FOR THE GREEN PHASE, S\ THE CROSS SLOPE OF A PEDESTRIAN ACCESS ROUTE CONTAINED WITHIN A STREET CROSSING E �� 1.5% M S�.OP ACCEP ANCE.SHALL BE 4.5% MAXIMUM FOR DESIGN AND LAYOUT, AND 5% MAXIMUM FOR WORK B. WHERE MIDBLOCK PEDESTRIAN STREET CROSSINGS ARE PROVIDED, THE CROSS SLOPE OF A PEDESTRIAN ACCESS ROUTE CONTAINED TO EQUAL THE STREET OR HIGHWAY GRADEHIN A MIDBLOCK STREET CROSSING SHALL BE PERMITTED 12. THE MINIMUM CLEAR WIDTH FOR PEDESTRIAN ACCESS ROUTES IS 41-0", EXCLUSIVE OF THE CURB. THE DEPARTMENT'S PREFERRED CLEAR WIDTH IS 5'-0". WHEN WALKWAY WIDTHS ARE LESS THAN 5'-0% 5'-0" x 5'-0" PASSING SPACES (SHOWN IN DETAIL A OR B ON THIS SHEET), OR A FEATURE OF EQUAL OR GREATER DIMENSIONS THAT MEETS THE SLOPE AND SURFACE CRITERIA, SHALL BE PROVIDED AT A MAXIMUM Q ADA COMPLIANT SURFACE TYPE 6" MIN. SUBBASE, INHERE INTERVAL OF 200'. EXISTING DRIVEWAYS AND STREET CROSSINGS MAY SERVE AS PASSING SPACES, NOTE 13) HANDICAP RAMP, (SEE 6" SUBBASE REQUIRED (SEE NOTE 9) PROVIDED THEY MEET SLOPE AND SURFACE REQUIREMENTS FOR A PEDESTRIAN ACCESS ROUTE. TYP. 13. THE BUFFER ZONE IS A PHYSICAL DISTANCE SEPARATING THE PEDESTRIAN ACCESS ROUTE FROM THE VEHICLE . THETHE BUFFER ZONE 5'-0" WIDE 6" MIN, SUBBASE, INHERE 4" CONCRETE SIDEWALK XC USIVERLED OFECURB,WAY UFFER IS LESS BTHAN 3-0",ETHEYSURFACENTED SHOULD BEVD ED PAV HERE OR CONSTRUCTED WITH WIDTH, 7 10/10/25 JR REV.PER TOWN COMMENTS DATED 1019/25 I CONC. SIDEWALK .. _...- REQUIRED (SEE NOTE 9) (6" AT DRIVEWAYS) HARDSCAPE MATERIALS. I 6 09/12/25 JR REV.PER TOWN COMMENTS DATED 9/11/25 SEE PAVEMENT 6" 14 SIDEWALK THE M IS 25Z RECOMMENDED MBUFFER ZONES WITH A 0 CROSS SLOPE GREATER THAN 25% SHOULD F A TURF BUFFER ZONE OR SLOPE TRANSITION BE PAVED, PLANTED RECONSTRUCTION OPTIONS OR CONSTRUCTED WITH HARDSCAPE MATERIALS. 5 08/29/25 JR MISCELLANEOUS REVISIONS 12" WHITE 15. WHEN CROSSING DRIVEWAYS, THE WORK SHALL BE IN CONFORMANCE WITH STANDARD SHEET 608-03. EDGE LINE A AND B ON THIS SHEET VARIES 4 07131125 JR REVISE DRAINAGE PER SWPPP CALCULATIONS 16. FOR PEDESTRIAN SIGNALS AND PEDESTRIAN PUSH BUTTONS, REFER TO SHEET 12 OF 12 AND STANDARD SHEET 680-10 FOR DETAILS. 3 05/06/25 JR MISCELLANEOUS REVS. 17. WHERE EXISTING ROADWAYS ARE SAWCUT TO INSTALL CURBING AND/OR SIDEWALK, THE ROADWAY SHOULD 2 05101/25 JR REV.PER SCDPW&HEALTH DEPARTMENT "RIGHT WRIGHT OUT" STREET TYPE ACCESS TYPICAL OFF-SITE SIDEWALK CROSS BE SAWCUT AT LEAST 2-0" FROM THE PROPOSED CURB LINE TO ALLOW FOR ADEQUATE COMPACTION OF COMMENTS ASPHALT. IF THE SAWCUT IS LESS THAN 21-0" FROM THE PROPOSED CURB LINE, THE ROADWAY SHALL BE REBUILT USING CLASS A, C. OR D CONCRETE. SEE DETAILS ON SHEET 9 OF 12. 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS N.T.S. SECTION CURBED WITH BUFFER ZONE NO. DATE BY DESCRIPTION N.r.s. REVISIONS E. f + • , ~` 1/4"x 1/2"LG.PIN HD.BOLTS V N IC1 rM E E RI H IS '�i. � ; * �► WITH NUTS&LOCK WASHERS 664 BLUE POINT ROAD, UNIT B ® • . • 30" HOLTSVILLE, NEW YORK 11742 •ate •�a « �� (631) 961-0506 a WHITE TEXT--,, www.KeyCivilEngineering.com WHITE BACKGROUND ALL PROJECT NAME " TRAFFIC BLACK LETTERS PROPOSED S T Y AEI Q7 •� W. 4 . vi► RED BACKGROUND--' I i ®V E �/� Q E Y BLACK BORDER W S BUSINESS b IN GENERAL NOTE: '..........:........:....._..:.:....:_:......... BLACK SYMBOL p CURBS SHALL CONSIST OF CLASS D CONCRETE,REQUIRE AN EXPANSION _pj JOINT EVERY 20'WITH A SAWCUT EVERY 10'AND NOT REQUIRE ANY REINFORCEMENT. "ONE WAY" SIGN DETAIL "ALL TRAFFIC" SIGN DETAIL "STOP" SIGN DETAIL 705 COUNTY ROAD 48 CONCRETE CURB DETAIL (R6-iR) (R4.20) (RI-1) MATTITUCK, NY 11952 N -IR N.T.S. N.T.S. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK (SCDPW STANDARDS) DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 N.T.S. DRAWING TITLE SCDPW HIGHWAY DETAILS) DATE: 01/27/2025 SCALE: N.T.S. PROJECT NUMBER: 24216 DRAWING BY: JR CHECKED BY: DP APPROVED BY: MP SEAL &SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A NEVV VIOLATION OF SECTION 7209, p`LO��0 SUB-DIVISION 2,OF T14E NEW YORK STATE EDUCATION LAW. DRAWING No: w '~ NOT '!: _ ALED n�2s ��C7 0815 Q`� C-11 O'NFE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILOTTA, P.E. PAGE No: ANY DETAIL NOT PROVIDED IN THIS PLAN SET. NEW YORK STATE PROFESSIONAL ENGINEER 1081558 11 OF 13 Y:IKey CiviRProjects12024124216_Ron Kuoppala--705 County Road 48_MattltucklDrawingslKey CiviIQ4216_2025.10.10 SPP-7-TR-1_RPZ-O.dwg I 1 TE 48 Product me Product Name ;trod me �' t'�4f,&$'T'1Y1Csf9 y,wgPkifSRB4dD/ � � r�•� � Product l SoundAbsvpbon(NAQ AcoustiFence® Noise Reducing Fences AcoustiFence° Noise Reducing Fences AcoustiFence® Noise Reducing Fences k ' . _ € AcoustiFence Noise Reducing Fences continued... Sound Transmission Class(STC) For Manufacturer Inflo'. y' Map data C2024 Terms Deport a map error Contact: 2 11 `v " "" ' In frequencies of 50Hz and below, the heavy limp Green AcoustiFence has the same sound deadening Acoustiblok, Inc. �' t ' Sound Transmission Class (STC) is a single number Acoustical test reports for numerous wall and VICINITY MAP a , I-' AcoustiFence material actually begins to vibrate properties and features as our original black0 6900 Interbay Boulevard ) from low frequency sound waves. In essence it is AcoustiFence. In addition, this new version that represents the sound blocking capacity of a floor/ceiling designs are available from Acoustiblok N.T.S. Tampa, FL 33616 °#k:.. . i r transformin these low frequency sound waves features advanced reinforced edging and stainless partition such as a wall or ceiling. on request All our test data is taken directly from £ g a v g gPROJECT Call-(813)980-1400 , ? ` I DATA into mechanical movement and internal friction steel cable ties. Made and sourced in the USA, It independent 3rd party laboratories under NVLAP Fax-(813)549-2653 �" �} -> F energy. Laboratory tests indicate that this comes in 6x30 foot sections and is one of the most STC numbers are Often Called Out in architectural TAX MAP NUMBER......... .......... Dist.1flflfl,Sect.113,Block 12,Lot 13 £ £ gY• Y certification. Email Boland acoustiblok.corr� i .. transformation process inhibits these lower effective first steps in reducing noise for industrial, specifications,to assure that partitions will reduce SITE AREA .. ........ ................ 111,848 SF(2.57 Acres) www.acoustiblok.com o_ SOUND TRANSMISSION REPORT frequencies from penetrating AcoustiFence, commercial and residential projects. noise levels adequately. For performance similar ZONING. ................. ........ LB uPv11TED BuslNEss 6x�axu�nay ik9x$ Ai"R{Ac�atrst3frnc�.R�¢rt1�}rce�t} reducing their level by over 60 percent relative to �/ / y �h //, :. to laborator test numbers it is neeessar t0 --._ ,. CURRENT USE..... VACANT the human ear. In addition, AcoustiFence becomes i • 'i �h Absorption r' sp" ar sH�' adhere closely to the construction materials and PROPOSED USE............ ....... CONTRACTOR'S BUSINESS Product Description wind�bsorptio Test st Results an absorbent material in these frequencies with -" Basic Use y techniques used in the tested partition. PROPOSED FOOTPRINT.....,..... 22,020 SF test results show an NRC (noise reduction Benefits: LANDSCAPEINATURAL AREA... 44,945 SF coefficient) as high as 0.78 (with 1.00 being the STC is calculated b comparing the actual sound AcoustiFence was originally developed by Y p g PAVEMENTjCONCRETEAREA... 44,883 SF + Effectively reduces exterior noise max). As such it is clear that AcoustiFence not only loss measured when 16 test frequencies pass Acoustiblok, Inc. for noise isolation on offshore oil • Easy to install reduces sound as a barrier, but also acts as an ' rigs, but has since proven successful in many other Y `� through a partition,with fixed values for each STC Resistant to UV dirt and water acoustical absorbent material in very low ' demanding outdoor settings, such as construction , level.The highest STC curve that the measured ' /// l Resistant to corrosion,mold and mildew frequencies, as opposed to reflecting those g sites, commercial/industrial facilities, and . frequencies back like most other barriers. It is sound loss numbers fit under,determines the STC residential communities. .. worth noting that lead sheets (which are toxic) y , F rating of the partition. E E� work in the same manner. y STC calculations emphasize sound frequencies that AcoustiFence Noise Reducing Fences will h i h h h matc the human voice. A high STC partition w r; " AcoustiFence is a unique, heavy-mineral filled, Green AcoustiFence block the sound of human speech and block noise barium free, viscoelastic acoustical material that is that interferes with human speech.To estimate made in the U.S.A. Unlike fences or shrubs, this One of Acoustiblok s most popular products, designed as an advanced sound barrier that easily ' high and low frequency performance,consult the 'n blocking direct ' ' / ''./ material does extraordinarily well i g / y; attaches to most types of fencing, is now available / £_ Sound Transmission Loss ra h included in STC test sound, and a unique characteristic of the material in a new green shade that easily blends into the reports. Impact Insulation Class (IIC) measure sets it apart from other sound barriers when L„y fitzer�y :.; environment. This makes it ideal for landscaping �'< transmitted impact noise and are specified for dealing with very low frequencies. residential home use and an outdoor _ STC=27 projects, Y floor-ceiling assemblies only, applications where blending into the natural ti s TestTransmission Results foliage is a concern. i; 7 10/10/25 JR REV.PER TOWN COMMENTS DATED 10/9/25 . ................................................................................................... 0 5 JR REV.PER TOWN COMMENTS DATED f1 i/2 c., r I ,,r ..i ,. .., t` ¢ c. ,v;r ,.../, , :;s, i :r Blvd, ,-s. s:,,. ,£ .,i£r, :, �.. 3€,.l, E /; b-- C ro ! E y ,.,.. :z r � s � ft. E¢ l .,...,,i",, ,.,,6.e, .....l.e l <... /J� r�,t;_tl....iJl.s.., sl.fiJ_, ii..�.ri.�n ..,:is. .,..:f€, ,l..r <,.s.t,:F,l..�_£:.,,:..r,,f,1., ,,.;<., �£":�z:,;e; fr.fr..s, . t�.%; .,.,�...,'.;�'.",�": /:.r A.,rL,st,iJl.,�€i,,Ir1c,. i ��Jf�Iii.t.r,.,.�y�Id�, .....€r3.1,I....,�,M16 E I.51..a,� � ... ::,..,. E ,, f,.,,<.__l./:_.,.... } t.>a..-„., ..:,.f �.. € :.,..,.,_., ;i,: _ , .,.s : � ' f 5 08129/25 JR MISCELLANEOUS REVISIONS 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS 3 05/06/25 JR MISCELLANEOUS REVS. 2 05/01/Z5 JR REV.PER SCDPW&HEALTH DEPARTMENT COMMENTS 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS Acoustifence Installation Overlap Seam: Additional Acoustifence sections will overlap the previous section by 2 NO. DATE BY DESCRIPTION bl(A@ Top Rail, Overlap Seam, Bottom Edge & Grommet Plugs inches and the grommets will sit on top of each other. The stainless steel cable ties are Bottom Edge Double Grommets: There are double sets up grommets 6 inches up REVISIONS installed vertically and must also go around the chain link. This will hold the Acoustifence from the bottom edge on both horizontally and vertically installed Acoustifence sections. Top Rail: Acoustifence should hang just below the bottom of the top rail as pictured seam to the chain link and keep the Acoustifence seam from pulling away from the chain This is so you can horizontally install stainless steel cable ties connecting the below. The stainless steel cable ties should only go around the top rail and not the chain link, The cable tie should ideally go around 2 chain link sections. Close up below. Acoustifence to the chain link. This keeps the bottom edge from pulling away from the link in case the section needs to be adjusted left or right along the rail. If the cable tie fence. The remaining 6 inches of Acoustifence material should curve down onto the goes around the chain link, you will not be able to adjust the section in either direction. Overlap Seam — Front Side Overlap Seam — Chain Link Side s y v ground and be as airtight as possible or can be cut to fit or even buried into the ground. . / / If there are air gaps at the bottom, you will have sound leaks. Product Name AcoustiFence Noise Reducing Fences _ /A CIVIL ENGINEERING Physical Properties 4 BLUE POINT IT H LTVILLE, NEW YORK 1174 • Barium free, 15 Flame Spread Index(Class A For Flame Spread) , " /' y y `' (631 l 961-050 • Minimum STC 27 per ASTM E90-02&ASTM E413-87 , � www.KeyCivil ngineering.ca • Minimum TL 24 dBA @ 100Hz&16dBA @ 40Hz • 6' &8'Wide Acoustifence available.Can be custom configured multiple ways %,, PROJECT NAME • Colors-Black&Green / ./ , / hI I, I�� . • High UV resistance Il�ill • Heat tolerance: 200°F for 7 days, less than 1%shrinkage with no deformation. + Freezes at-40'F. Do not unroll or flex frozen material. Properties not affected by freeze/thaw cycles. • 15+Year life expectancy • No fungal or algal growth and no visible disfigurement, per ASTM D3273 and ASTM D3274(rating=10) • Tensile Strength- Black 1977 psi/Green 1714 psi ,, ,%,...�� ,., .." ,,, 705 COUNTY ROAD 48 • Weight:l pound per square foot MATTITUCK, NY 11952 TOWN OF SOUTHOLD, COUNTY OF SUFFOL Material Specifications—Pairt#"Acoustifence 6x3Q Industrial": DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 Acoustical Grommet Plugs: Grommet plugs are used so you do not get sound leaks though the Rating STC 27!orre 21 grommet holes. DRAWING TITLE { Sage ft.f 1.133rri,I x 3O tl tt=ft.(9. 14m)x 0_125 in_(;3mm) 18 16.72trt2) � NJ } . bloks Overla Seam — Chain Link Side Close Up ._. € .,: .."... . ...,.... "....,rah < , ' brass grommets eve art. 1 a� f?�t I�1't I ..,... ... . . ..� _.. _..Black r rTt � � /�.... Fastening topedge with four grommets spaced along the ,/ ., ... ,:, ,.,,,,,,.. 1. , , ,.,....,...._ "."... .. ..............", .......".." ... ... .. .._ bottom edge; cszinr:-tc�nl installed rir�1€zrziita qqgg_ 6C.iC�Inter Blvd DATE. 01127/2025 Tizit a,Florida V AA 361 Color Black � �; i Telephone. (813)980-1400 /; , � .:%/ �-/ ;. �/ £ � SCALE; NIA is a industrial product and rrtii�z�r.,tfrface blemishes are. /. (This rtRri4lk€ $ l j2f �€11 �ru.�teop�tiblok.ce�rr+ f , , s,�; possibility-) a/�i F!/ /�/%)s t /3f ///�// �i/ i/ 242163 dalesSpco istib—lok c�trtli` / / / //i/ PROJECT NUMBER' G f , Information herein is,to the best of our knowledge and belief,accurate. However,since conditions of handling and use are beyond our control,we make no Y: JR DRAWING guarantee of results and assume no liability for damages incurred by the use of this materiaUproduct.All materiallproducts may present unknown health hazards and should be used with caution.Although certain hazards are described herein,we cannot guarantee that these are the only hazards are that exist. Final :'' ✓/r /'// �� determination of suitability of this material/product is the sole responsibiity of the user. No representations or warranties, either expressed or implied, of �%�/�' �, :r%" / ,F CHECKED BY: DP merchantability,fitness for a particular purpose or any nature are made hereunder with respect to the information contained herein or the materiaUproduct to which the information refers.It is the responsibility of the user to comply with all applicable federal,stale and local laws and regulations.Specifications subject to changeMaI " r � / r/i /,y' APPROVED BY: MP without notice. j / � / i/ £/��, WE/.VA"1111111111 ALTERATION OR ATO TIS SEAL& SIGNATURE: DOCUnENT EXCEPT BYIA LICENSED 'r ^ 3 (813j9 "f y / j / ... j'r✓ PROFESSIONAL ENGINEER IS Acoustiblok,lnc� fir.,00 l lt-eri �y IV01.TarYtt n;,�-.. 3fF fig I €�.,...,; 1<:1 _�i;O jj /q � /yy&f ✓ i/� t/i.✓V � ��'y SUB-If7.VISION t'OF THiE NE\N YORK �/I �Cj FIL 0;,;t 'TL STATE EDUCATION,.A`N. co f I � DRAWING No: 'k tLi NOT U 1ALED 0815 u ®FE OAP CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILOTTA, P.E. PAGE No: ANY DETAIL NOT PROVIDED IN THIS PLAN SET. NEW YORK STATE PROFESSIONAL ENGINEER #081558 12 OF 13 Y:1Key CivihProjects12 0 241242 1 6__Ron Kuoppala__705 County Road 48._Mattituck0rawings'Xey Civil124216-_2025.10.10_-SPP-7__TR-1_RPZ-O.dwg i ..: �.;� " �� Oil, k lb SITE 0, NO PHYSICAL POSSESION ZONE,:R-80 RESIDENCE LAND NOW OR FORMERLY OF ZONE:R-80 RESIDENCE JAMES H. JACOBS JR, Ec SHARONM. JACOBS USE:RESIDENCE USE:RESIDENCE S.C.T.M. tO00-113-12-3-12-102. SINGLE FAMILY RESIDENCE A8 LAND NOW OR FORMERLY OF THOMAS R. TALBOT IeO S.C.T.M. 1000-113-12-10.3 Un ` SINGLE FAMILY RESIDENCE N 87"16'40"E 300.00' w w w w w wrotw w w w 0 a ? a 0 \ 0 0 \ 0 0 0 � � � a 0 Q 0 1 0 0 0 r JJ Map dataQ2024 Terms Report a map error W W W W W W W W W W W W 00 \ W W W W W W W W O WWWW �WWWW •- W W Om VICINITY MAP N.T.S. W W W W PROJECT DATA W W W W W W W W TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13 SITE AREA.................................. 111,848 SF(2.57 Acres) `QQ y ZONING....................................... LB LIMITED BUSINESS CURRENT USE........................... VACANT PROPOSED USE......................... CONTRACTOR'S BUSINESS (} PROPOSED FOOTPRINT........... 22,020 SF w W sS LANDSCAPE/NATURAL AREA... 44,945 SF W " 0,00 ` PAVE MENTICONCRETE AREA... 44,883 SF W 0 O fA : .. y W Way y Yy 0 1.00 ;;001 PROPOSED 1-STORY `r W W BUILDING W W W W 2 CONTRACTOR'S BUSINESS 11,010 SIP Alh W PROPOSED I-STORY ® a1 W W W { BUILDING c W ' CONTRACTOR'S �- ,� W W W W W W ��^p W r; BUSINESS I�5 11 010 SF 7 10/10/25 JR REV.PER TOWN COMMENTS DATED 10/9/25 W 6 09/12/25 JR REV.PER TOWN COMMENTS DATED 9/11l25 +I-✓" 100 " 5 08/29/25 JR MISCELLANEOUS REVISIONS W W \ A, 4 07/31/25 JR REVISE DRAINAGE PER SWPPP CALCULATIONS NO PHYSICAL POSSESION y LAND NOW OR FORMERLY OF W GULLY REALY, LLC �q� S.C.T.M. 1000-113-12-12 ' 3 05/06/25 JR UNAFFECTED SHEET VACANT , W z W ` ZONE:PROTECTED REV.PER SCDPW&HEALTH DEPARTMENT 2 05/01/25 JR COMMENTS W ® W ZONE:LB L.rMITEn BUSINESS CW W W®®W W .J 1 W W W W W W W 1 04/14/25 JR REVISE LIGHTING PER TOWN COMMENTS W W W W W �Wi W W W W W W NO. DATE BY DESCRIPTION USE:VACANT W W W W W W W W W W W W W W W LAND NOW OR 1000-11,3-12 OF \ k.Y TOWN OF SOUTHOLD VACANT REVISIONS W W W W W W W W W W W W W W W W W W W W W ` W W W W W W W W W W W W W W W W , F W W W W W W 0�a.1 u c W W W W 1I/W Q W W W W . W W W W W W W W W W O ® W W WF W W W W W W W W W W W W W W W W `../ W W W W W W W W W W W W W W W W W W W W W � . llttAA,,wwJJ'' l9,iIVIL 1 /�F. G ©T W . W W W W W W W W W W W W \ 664 BLUE POINT ROAD, UNIT B � /++� 4✓ ��wwYY W W W W W W W W W W W W W W W W W W W W W W W HOLTSVILLE NEW YORK 11742\ \ � W W W W W W W W W W W W W W W W W W W W W W W \ W W W W W W W W W W W W W W W W W W W W W W W W fW W W W W �(�<^'.�� W W W W W W W W W W W W W W W W W 0 (6311961-0506 5'WIDE FILL EASEMENT IN W W W W W W W W W W W W W W W W W W W W W W W o www.KeyCivilEngineering.com r ) W W W W W W W W W W W W W W W W W W W W W W W W W FAVOR OF COUNTY OF SUFFOLK Q Q �J 0 W W W W W W W W W W W W W W W W W W W W W W N p W W }� W W W W _,4 W PROJECT NAME 52V,64' y W W W W W W w W W W W W w W W W W W W W W W W W W W W W W W — - - - - - - w w w S 87"16'40" W w w w w 00.00' EDGE OF PAVEMENT C 0 T RAC T w D 'S USHNIESS w 1 BUILDINGS SLID 705 COUNTY ROAD 48 T BO V,EL. I, Al E MATTITUCK, NY 11952 ------------YELLOW--LINE..........._.._ ....................... __ EDGE OF PAVEMENT — -- � TOWN OF SOUTHOLD, COUNTY OF SUFFOLK DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 GRASS MEDIAN -� ALE R+o�t�► NORT'I-� ROAD DRAWING TITLE CS OLD 4COTJI`4a 5- RfJAD 4s> TRUCK RUN PLAN DATE: 01/27/2025 7.50 42.50 SCALE: 1" = 30' 3.00 35.50 PROJECT NUMBER: 24216 0 0.00 11 DRAWING BY: JR 0 0 0 O 3.00 12.50 CHECKED BY: DP WB-50 feet APPROVED BY: MP Tractor Width 8.00 Lock to Lock Time 6.0 SEAL 8e SIGNATURE: ALTERATION OR ADDITION TO THIS Trailer Width 8.50 Steering Angle 17.7 DOCUMENT EXCEPT BY A LICENSED Tractor Track 8.00 Articulating Angle 70.0 PROFESSIONAL ENGINEER IS A Trailer Track 8.50 OCr NEW VIOLATION OF SECTION 7209, SUB-DIVISION 2,OF THE NEW YORK STATE EDUCATION LAW co �P DRAWING No: Uj GRAPHIC SCALE ?: Y ` r NOT P� } `ALED ? 0 Y . 30 0 15 30 60 120 '' y.::: 0815 o .: o P C 13 A O� R0�E ( IN FEET ) Know Call abe®rye you dig. I inch = 30 ft. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 13 OF 13 Y:1Key CivAProjects1202M24216_Ron Kuoppala_705 County Road 48_Mattituck\Drawings\Key Civi1124216_2025.10.10_SPP-7_TR-1_RPZ-O.dwg iSg'-Q11 12' WIDE O.H_ DOOR WINDOW WINDOW 12' WIDE O.N. DOOR WINDOW WINDOW 12' WIDE O.H. DOOR WINDOW 12' WIDE O.H. DOOR OFFICE OEE I CE OFF I C OFFICE 1> OFFICE EA Ej N.C. 5ATH H,C, 5ATH H.C. 5ATH N.C. 5ATH H_C. 5ATH n o z TENANT #i TENANT 02 TENANT '13 TENANT 04 TENANT S a,z02 00 SF 2,202 00 SF 2,202 00 81= 2,202 00 S1= 2,202ZO SF I I o TYPICAL 2 HOUR RATED WALL z 12' WIDE OH- DOOR 12' WIDE O.H_ DOOR 12' WIDE O.H. DOOR 12' WIDE O.H. DOOR 7:7 Q usc LOOR �Ly4N BOTH BUILDINGS TO HAVE TENANT SPACES AND THE, USE WILL BE UNDER SPECIAL EXEMPTION B (2) CONTRACTORS BUSINESS ALE: 1/V = 1'-0" ' I i I I II I I' I I I I ' I I I I III ... _... .... ...._.. j I FINAL MAP REVIEWED BY Z BA DECISION# Z)09 NUM. REVISION DATE AND NAME Hill HHH7-- DATE D: b�c7 S�Q�J 3 REVISED: 09-10-2025 ENLARGED REVISED: 07-07-2025 WINDOWS ADDED REV BUILIDING NOTE 025 SCALE: 1/8" = 1'-0" RONALD KUOPPALA A R C HI T E C T P L L C a s a s 4 . ELEVATION MATIAL; ,. 63 Village Line Road Babylon,NY 11702 g SIDING: METAL BIDING COLOR, MATTE WHITE a a Roo1=►NG: METAL Roos=1NG NEW PRE-FAB STEEL BUILDING COLOR MATTE WHITE w E 705 County Road 48 Mattituck,NY -- - U Q ---- d Drawing Title: a, oao) S F FLOOR FLAN AND ELEVATIONS z 0 OCT 2 9 2025 C4 Date: 18 NOVEMBER 2024 LEFT � D tL- V T I ON ZQMMIGBOAR1 OFAMF a� � Scale: AS NOTED � Drawing No. SCALE: i/V = 1'-0" AILAFIL 0 U /A I OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex 0� �� P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY G Q Telephone: 631 765-1938 www.southoldtownny.gov 4UNTY, PLANNING BOARD OFFICE RECEIVED TOWN OF SOUTHOLD � OCT 2 7 2025 MEMORANDUM To: Leslie Kanes-Weisman, ZBA Chairperson ZONING BOARD OF APPEALS Members of the Zoning Board of Appeals Cc: Julie McGivney, Assistant Town Attorney From: James H. Rich III, Chairman Members of the Planning Board Date: October 27, 2025 Re: ZBA#8009SE, 705 CR-48 Contractors Campus Located at 705 County Route 48, Mattituck S CTM#1000-113.-12-13 The Planning Board respectfully submits the following updated comments regarding the above- referenced Special Exception application, as a follow-up to preliminary comments dated July 30, 2025. The Planning Board has reviewed the project under the Special Exception criteria in §280-143 and the purpose and intent of the Limited Business (LB) District (§280-40). The Board appreciates the applicant's responsiveness to prior design revision requests and recognizes these efforts; however, some concerns remain regarding the intensity of the proposed use,traffic safety along County Route 48, and compatibility with the low-traffic, small-scale character envisioned for the Limited Business District and the NYS-designated Scenic Byway corridor. 1. Comprehensive Plan Consistency Following review,the Planning Board finds that the proposed special exception use, a contractor campus with ten bays in two±11,000-square-foot buildings, is generally consistent with several goals and objectives of the Southold Town Comprehensive Plan. Page; 11 Chapter 3—Land Use & Zoning: Only 629 acres, or about 2% of the Town's land, is designated commercial. The proposed buildings are intended for small-scale businesses compatible with Southold's small-town character. The project represents an efficient use of this limited commercial land, providing space for local contractor businesses while generating less traffic and activity than other permitted uses in the zone, such as a hotel, restaurant, or retail winery. Chapter 5—Community Character: • Goal 1: Protect Scenic Resources: CR-48 is a designated NYS Scenic Byway, valued for scenic, cultural, historic, and natural qualities. Site and building design were revised to minimize visual interruptions (Objective 1.2.A) and enhance scenic quality (Objective 1.4). The plan incorporates vegetated buffers along the rear yard (45 feet), eastern side yard abutting parkland (25.6 feet), and along the CR-48 frontage. Existing vegetation is preserved wherever possible, supplemented with new evergreen plantings and noise- attenuating fencing adjacent to residentially zoned properties. Where the natural buffer does not provide adequate visual screening, additional native, drought-tolerant evergreen and deciduous plantings must be installed to achieve effective,year-round screening to the satisfaction of the Planning Board. • Goal 3: Preserve Quality of Life: Residents value safe,peaceful neighborhoods. Objective 3.3 encourages development that limits noise, truck traffic, and light pollution. The Planning Board's recommended operational and buffering conditions, including requirements for indoor-only business activity, limitations on outdoor storage, a cap on contractor bays, installation of noise-attenuating fencing, vegetated buffers, and dark-sky compliant lighting, are intended to mitigate potential impacts and ensure the project remains compatible with adjacent residential and parkland uses. Chapter 7—Economic Development: The proposed contractor business yard advances the Town's economic development goals by providing space for small-scale service businesses that generate stable local employment. By accommodating multiple businesses on a single site,the project fosters the growth of existing business sectors, supports community-serving enterprises and makes efficient use of Southold's limited commercial and industrial land. With careful attention to site design, landscape buffering, and operational controls, the project can support local business while protecting scenic resources and neighborhood character. 2. District Intent and Use Intensity The LB District is intended for limited, low-traffic business activity that preserves rural and residential character. The proposed two±11,000-square-foot buildings with ten contractor bays represent a relatively high-intensity use. The Planning Board acknowledges the need for RECEIVED OCT 2 7 2025 Page 12 ZONING BOARD OF APPEALS contractor space in Southold and emphasizes that operational intensity, truck traffic, and corridor impacts should be closely managed. 3. Traffic Safety The Planning Board has requested that the Suffolk County Department of Public Works review traffic safety and turning movements at the site and at CR-48/Cox Neck Road. Particular concerns include limited eastbound access, potential U-turns by large vehicles, and the risk of vehicles using the public right-of-way for staging. The Planning Board recommends that the County and Town consider: • Installing a No U-Turn sign at Cox Neck Road. • Evaluating a dedicated left-turn signal for eastbound movements. • Installing No Parking/Standing signs along CR-48 to prohibit roadside loading or staging. These measures will help reduce conflicts and improve circulation consistent with public safety objectives under §280-143. 4. Recommended Conditions Based on the site plan review and SEQRA assessment, the Planning Board is considering the following conditions for this application to ensure compatibility with the LB District and consistency with the Comprehensive Plan: a. On-site Operations Only:All deliveries, contractor activity, and service operations must occur entirely on-site. Use of the public right-of-way for loading,parking, staging, or standing is strictly prohibited. b. Outdoor Storage: Outdoor storage of materials, vehicles, or equipment is prohibited, with the following exceptions: a. Legally registered trailers that fit within a parking space. b. Storage of equipment and materials is allowed on and in legally registered trucks and trailers that are used and moved on a regular basis. c. The above-mentioned vehicles and trailers shall not be permanently parked; long- term storage trailers are prohibited. c. Indoor Operations:All business-related activities must be conducted indoors. d. No Retail or Public Access: Retail sales and general public access are prohibited. goes RECEIVED Page 13 OCT 27 2025 ZONING BOARD OF APPEALS e. Cap on Bays: The number of contractor bays is limited to ten(10) as proposed; any future'expansion in bays, floor area, or units shall require return to the Planning Board for evaluation of traffic, parking, and circulation impacts. f. Buffer Maintenance: Buffers shall be maintained around the perimeter of the property, as shown on the approved site plan. The main purpose of the buffers is for substantial visual screening along the property lines to mitigate the visual impacts to County Route 48, a designated Scenic Byway, and to mitigate noise and visual impacts to neighbors. Where the Natural Buffer does not provide substantial visual screening, supplemental plantings must be made to the buffer by planting additional evergreens and other trees and shrubs. The supplemental plantings should be of native, drought-tolerant evergreens, and must complete the visual screening to the satisfaction of the Planning Board. This is an ongoing condition. Following initial installation,the Planning Board may require supplemental plantings to ensure effective,year-round screening. 5. Conclusion The Planning Board notes that the project's scale requires careful oversight to maintain the low- traffic character intended for the Limited Business District. With careful implementation of the conditions above and coordination on traffic control measures with the County and Town, the Board believes the project can operate compatibly with the corridor and adjacent uses. Thank you for the opportunity to provide these comments. Should you have any questions or require additional information, please feel free to contact the Planning Department. RECEIVED OCT 2 7 2025 ZONING BOARD OF APPEALS Page 14 MAILING ADDRESS: PLANNING BOARD MEMBERS *0f SU�j�o Southold, x 1179 11971 JAMES H.RICH III �� l� Chairman OFFICE LOCATION: MIAJEALOUS-DANK G Q Town Hall Annex PIERCE RAFFERTY �► �� 54375 State Route 25 MARTIN �lif' �� (cor. Main SoutholdYoungs Ave.) DO J.wILCENSHI COU�� Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE 8L TOWN OF SOUTHOLD RECEIVED �� 3z f 2S MEMORANDUM JUL 3 0 2025 To: Leslie Kanes-Weisman, ZBA Chairperson Members of the Zoning Board of Appeals ZONING BOARD OF APPEALS Cc: Julie McGivney, Assistant Town Attorney From: James H. Rich III, Chairman Members of the Planning Board JP,,,). Date: July 30, 2025 cam_ Re: ZBA#8009SE, 705 CR-48 Contractors Campus Located at 705 County Route 48, Mattituck SCTM#1000-113.-12-13 The Planning Board has reviewed the above-referenced application and respectfully submits the following preliminary comments for your consideration: 1. Neighborhood Compatibility & Project Scale: Several neighboring residents have expressed concerns regarding the overall scale of the project, including the massing of the proposed structures and the cumulative effect of ten contractor bays on a single parcel. Visual impacts, particularly for eastbound travelers on CR 48, have also been raised. The proposed white fagades may result in excessive reflectivity and are not aligned with the intended character of the NYS Scenic Byway designation. The Planning Board may ask the applicant to consider potential mitigations such as reducing the number of contractor bays and/or overall building footprint, incorporating more muted or natural fagade colors, and increasing perimeter buffers to better screen the development from adjacent properties and the public right- of-way. Southold Town Planning Board Page 2 July 30,2025 2. Site Access, Circulation & Traffic Safety The proposed site layout raises concerns regarding internal circulation and the adequacy of parking;particularly for larger commercial and contractor vehicles. The limited number of oversized stalls may be insufficient to accommodate the anticipated use. In addition, access to the site from CR-48 requires careful consideration. This segment of roadway experiences high traffic volumes and complex turning movements, and is also known for vehicles traveling at excessive speeds. These factors pose potential safety risks for vehicles entering and exiting the site. To better assess these concerns,the Planning Board has requested a site visit with representatives from the Suffolk County Department of Public Works. 3. Environmental Concerns: As noted in the adopted SEQRA Negative Declaration (May 2025), the site is located over a sole source aquifer and within a designated 10-year travel time to Mattituck Creek, necessitating strong environmental safeguards. The Planning Board recommends that best management practices (BMPs) for hazardous materials storage and disposal be incorporated into any approval. Clear signage and disposal instructions in multiple languages are encouraged. The Planning Board is in the process of completing its referral review and respectfully requests that the Zoning Board adjourn the application until that process is complete. We expect to complete the process in August, after which the Planning Board will provide any additional comments to the Zoning Board. This will ensure that all relevant land use, environmental, and design considerations are appropriately addressed prior to any Special Exception determination. Thank you for the opportunity to provide these comments. Should you have any questions or require additional information, please feel free to contact the Planning Department. Page 12 one 6rK, COUNTY OF SUFFOLK EDWARD P.ROMAINE SUFFOLK COUNTY EXECUTIVE aY q1 ` DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE COMMISSIONER ELISA PICCA Ac CHIEF DEPUTY COMMISSIONER RECEIVE® rJUL 3 0 2025 fir. June 23, 2025 Town of Southold Pl'a0Tin:g�Qard ZONING BOARD OF APPEALS P.O. Box 1179 Southold,New York 11971 Attn: Mara Cerezo Dear Ms. Cerezo: Pursuant to Section 2391&m of the General Municipal Law,the following site plan which has been submitted to the Suffolk County Planning Commission is considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. Site Plan Address File No. 705-CR-48 Contractor Campus 1000 11300 1200 013000 NA Comment: 1. All new buildings should be designed and constructed to reduce energy consumption and improve environmental quality. Such buildings should incorporate the use of renewable energy through utilization of rooftop solar, wind and/or geothermal systems. 2. The applicant should be directed to begin/continue dialogue with the Suffolk County Department of Health Services for review and approval of the UA OWTS. 3. Though the proposed site plan includes an onsite drainage management plan, which complies with the town's requirements, additional consideration should be given to overland stormwater runoff. The petitioner should be encouraged to incorporate green methodologies such as rain gardens, bioswales, etc. as described in the Suffolk County Planning Commission publication on Managing Stormwater-Natural Vegetation and Green Methodologies, into the proposed site drainage design as an additional tool to manage stormwater runoff. H.LEE DENNISON BLDG■ 100 VETERANS MEMORIAL HWY,2n'FI 0 P.O.BOX 6100■HAUPPAUGE,NY 11788-0099■ (631)853-5191 4. Where possible,established/existing vegetation should be preserved rather than removed and replaced.As vegetation,is more enjoyable to look at and existing vegetation provides a buffer to neighboring residences during construction activities. 5. All new developments with parking lots should have plans for 2%off street parking stalls to become future electric vehicle charging stations.Additionally,the proposed parking lots should also designate a minimum of 8% of parking spaces for clean energy vehicles, without increasing the number of parking spaces beyond the minimum required. NOTE: Does not constitute acceptance of any zoning action(s) associated therewith before any other local regulatory board. Very truly yours, By Oralee Shelton Joseph E. Sanzano, Planning Director Division of Planning and Environment JES/os cc:Sabrina Born,Deputy Town Clerk;Lynda Rudder,Deputy Town Clerk;Jennifer Mudd,Deputy Town Clerk; Dennis NonCarrow, Town Clerk H.LEE DENNISON BLDG■ 100 VETERANS MEMORIAL HWY,2ntl FI ■P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099■ (631)853-5191 n_ �� r4 -COUNTY OF SUFFOLK `J1 ScP� 5 Q� EDWARD P. ROMAINE u SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE COMMISSIONER ELISA PICCA CHIEF DEPUTY COMMISSIONER Received Town of Southold March 6, 2025 MAR 0 6 2025 Zoning Board of Appeals zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold,NY 11971 Attn: Leslie Kanes Weisman Dear Ms. Kanes Weisman: Pursuant to Section 2391&m of the General Municipal Law,the following special permit which has been submitted to the Suffolk County Planning Commission is considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. Special Permit Address File No. 705 CR48 LLC/Ulster Farms SCTM# 1000 11300 1200 013000 8009SE Comment: 1. The petitioner should begin/continue dialogue with the Suffolk County Department of Public Works for roadway mitigations and improvements to County Road 40, Middle Road, regarding the proposed right-turn only point of ingress/egress. 2. The petitioners should review the Suffolk County Planning Commission publication on Managing Stormwater-Natural Vegetation and Green Methodologies and incorporate into the proposal, where practical, design elements contained therein. 3. The petitioners should review the Suffolk County Planning Commission Guidebook with respect to energy efficiency. Consideration should be given to designing rooftops to be built solar-ready. NOTE: Does not constitute acceptance of any zoning action(s) associated therewith before any other local regulatory board. H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,2"d FI ■ P.O.BOX 6100■ HAUPPAUGE,NY 11788-0099■ (631)853-5191 oyeie Very truly yours, By Christine DeSalvo Joseph E. Sanzano, Planning Director Division of Planning and Environment JES/cd H.LEE DENNISON BLDG ■100 VETERANS MEMORIAL HWY,2nd FI ■ P.O.BOX 6100 HAUPPAUGE,NY 11788-0099■ (631)853-5191 Received., TOWN OF SOUTHOLD FEB 19 2025 BUILDING DEPARTMENT Zoning Board of Appeals SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 14, 2025 TO: Ronald Kuoppala(Ulster Farms LLC/705 Main Rd.LLC) 63 Village Line Road Babylon,NY 11702 Please take notice that your application dated November 18, 2024: For permit to: contractor.biisii7esses at: Location of property: 705,CRI 48',Mattitack;NY County Tax Map No. 1000—Section 113 Block 12 Lot 13 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII Section 280-127 the proposed use requires site plan approval from the Southold Town..Planning Board: Additionally the proposed Conti uotion r-eegui es.sliecial.exee�tion appioval pttisuaht A�hcle'1X,.&6tibil'18641. B ('lr You may now apply to these agencies directly. 'V Au h61iz d 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 i I _ f' Town of Southold Zoning Boz�u Of Appeals PO Box 1179 Southold,NY 11971 Received 5; l� FEB 19 2025 Re:New Steel Buildings 705 County Road 48 Zoning Board of appeals Mattituck,NY February 14, 2025 To Whom It May Concern: We are proposing (2) -new prefabricated steel buildings that are 11,002.6 SF each. They will be divided into 10 contractors' business spaces. The project meets all bulk zoning requirements and environmental requirements. There are no wetlands withing 300'-0" of the property. The project is consistent to the uses of the neighboring properties. We are seeking a special exemption variance for the use. Very Truly Yours, Ronald Kuoppala,RA RONALD KUOPPALA ARCHITECT PLLC 63 Village Line Road Babylon,NY 11702 Email:rka@rkarchitecture.com Phone:516-848-0932 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD9 NEW YORK J� Phone (631) 765-1809 APPLICATION FOR GENERAL SPECIAL EXCEPTION Applicant(s)/Owner(s): Paul Pawloski Parcel Location: House No. 705 Street County Road 48 Hamlet: Mattituck Contact phone numbers: 631-445-4348 Email: paulmpawlowski@gmail.com SCTM No. 1000 Section 113 Block 12_Lot(s) 13 Lot Size 2.57 acres Zone District LB hereby apply to THE ZONING BOARD OF APPEALS for a SPECIAL EXCEPTION in accordance with the ZONING ORDINANCE,ARTICLE IX , SECTION 280-41, SUBSECTION B (2) Please indicate Special Exception criteria/requirements are met,if any: for the following uses and purposes: Contractors Business As shown on the attached survey/site plan drawn to scale. Site Plan review [ x ] IS or [ ] IS NOT required.Name of Agent/Representative: Ronald Kuoppala Architect for(X)Owner( ) Other: Address: 63 Village Line Road,Babylon NY 11702 Telephone: 516-848-0932 Email: rka@rkarchitecture.com A. Statement of Ownership and Interest: 705 Main Road LLC is(are)the owner(s)of property known and referred to as 704 County Road 48, Mattituck NY (House No., Street,Hamlet) identified on the Suffolk County Tax Maps as District 1000, Section 113_, Block 12 , Lot 13 , and shown on the attached deed. The above-described property was acquired by the owner on November 20,2024. B. The applicant alleges that the approval of this exception would be in harmony with the intent and purpose of said zoning ordinance and that the proposed use conforms to the standards prescribed therefore in said ordinance and would not be detrimental to property or persons in the neighborhood for the following reasons: No impact on surrounding property or to the Town of Southold C. The property which is subject of this application is zoned LB and [ ] is consistent with the use(s)described in the Certificate of Occupancy(attach copy), or [X] is not consistent with the Certificate of Occupancy being furnished herewith for the following reason(s): Property is Vacant Please indicate(check)whether premises is vacant land: [ X ] Zoning Board of Appeals-Page 2-Application—Special Exception-General General Standards,please answer the following as it pertains to your project: Received A. The use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts BECAUSE: FEB 19 2025 The project is consistent with existing neighboring properties Zoning Board of Appeals B. The use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts BECAUSE: The project is consistent with existing neighboring properties C. The safety,the health, the welfare,the comfort, the convenience or the order of the town will not be adversely affected by the proposed use and its location BECAUSE: The project meets all bulk zoning requirements D. The use will be in harmony with and promote the general purposes and intent of Chapter 280-142 BECAUSE The project is consistent with existing neighboring properties E. The use will be compatible with its surroundings and with the character of the neighborhood and of the community in general,particularly with regard to visibility, scale and overall appearance BECAUSE: The building are setback far enough away from the street and are properly landscaped from the neighboring properties F. All proposed structures,equipment, and material shall be readily accessible for fire and police protection BECAUSE: The new buildings are made of steel and there is a road around the property for easy access to these buildings G. The proposal shall comply with the requirements of Chapter 236, Storm-water Management BECAUSE: All the storm water will be stored on the property with drywells By signing this document,the PROPERTY OWNER understands that pursuant to Section 280-141D [including 280-1411)(1),D(2),D(3)] of the Code of the Town of Southold,a violation of any limitation or condition of a special exception'approval or of any provision of this chapter applicable to a special exception use shall constitute a violation of this chapter.The Zoning Board of Appeals shall retain jurisdiction and shall have the right,after a public hearing,to modify,suspend or revolve such approval or any term or condition thereof or to impose thereon one or more new conditions, all on the grounds listed in Chapter 280-141D [including 280-1411)(1),D(2), D(3)] of the Code of the Town of Southold. FURTHERMORE,IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE TOWN CODE REQUIRED TIME FRAME. SEE CHAPTER 280-141C. Signature of Applicant or Authorized Agent (Agent must submit written Authorization from Owner) M. , CHRISTOPHER COCHRANk COUNTY OF SUFFOLK) Ronald Kuoppala NOTARY PUBLIC STATE OF NEW YORK STATE OF NEW YOItK) ss.: PRINT NAME NASSAU COUNTY LIC 001 CO5350098 Sworn to before me this )y day C � xpa /0/:3//.) G� (N ary Public Zoning Board of Appeals APPLICANT'S PROJECT DESCRIPTION Please complete sections below that apply Received APPLICANT: Paul Pawloski SCTM No. 1000-113-12-13 FEB 19 2025 1.For Demolition of Existing Building Areas Please describe areas being removed: Vacant Zoni:n Bo and i po, ][I.New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension: (2)New Steel buildings @ 11,0002.6sf each- Total=22,005.20sf Dimensions of new second floor: Dimensions of floor above second level: Height(from existing natural grade): 18'-0" Is basement or lowest floor area being constructed?If yes, please provide height(above ground)measured from natural existing grade to first floor: III.Proposed Construction Description (Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: Vacant Lot Number of Floors and Changes WITH Alterations: (1) IV. Calculations of building areas and lot coverage,GFA,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property:None Proposed increase of building coverage: 19.67% Square footage of your lot:111,848.00 SF Percentage of coverage of your lot by building area(lot coverage) Gross Floor Area GFA of a residential dwelling on a residential lot, including the attached garage and/or habitable detached accessory structure: (Please refer to Chapter 280, Section 280-207 of the Town Code): For Residential dwellings on Residential lots, is project within the allowable Sky Plane?(Please refer to Chapter 280, Section 280-208 of the Town Code): V. Purpose of New Construction: (10)-New tenant space's for Contractor's Businesse's VI.Please describe the land contours(flat,slope %, heavily wooded,marsh area,etc.) on your land and how it relates to the difficulty in meeting the code requirement(s): Describe on separate page if needed: Gentle slope and wooded vacant lot Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. Rev ised:03/2024 Received QUESTIONNAIRE SPECIAL EXCEPTION FEB 9 2025 FOR FILING WITH YOUR ZBA APPLICATION a) Has a determination been made regarding Site Plan review? Yes_X_No Zoning Board of Appeals If no,please inquiry with the ZBA office. If site plan is required,you may apply to the Planning Dept. at the same time so both applications can be reviewed concurrently. b) Are there any proposals to change or alter land contours? a. No _X Yes,please explain on attached sheet. c) Are there areas that contain sand or wetland grasses?No d) Are those areas shown on the survey submitted with this application?No e) Is the property bulk headed between the wetlands area and the upland building area?No f) If your property contains wetlands or pond areas,have you contacted the Office of the Town Board of Trustees for its determination of jurisdiction?No Please confirm status of your inquiry or application with the Trustees:N/A and if issued, please attach copies of permit with conditions and approved survey. g) Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level?N/A h) Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting?N/A Please show area of the structures on a diagram if any exist or state none on the above line. i) Do you have any construction taking place at this time concerning your premises?No If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: j) Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking,please apply to the Building Department to obtain copies of them. k) Do you or any co-owner also own other land adjoining or close to this parcel?No_. If yes,please label the proximity of your lands on your survey. 1) Please list present use or operations conducted at this parcelacant Lot) and the proposed use Proposed(2)- new pre-fab steel buildings (ex: existing single family,proposed: same with garage,pool or other or vacant proposed office with apartments above, etc.) Zell k Authorized signature and Date Ronald Kuoppala Architect Print Name and Title(Owner,Representative) AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS C TOWN OF SOUTHOLD 'Oe') J WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use p ji 1Q,t0� ,Q4proval,use variance,area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement mcLsrfe to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Mu M�pa a 1. Name of Applicant:Roanld Kuoppala Architect Zoning Board of AplpoM§ 2. Address of Applicant: 63 Village Line Road,Babylon,NY 11702 3. Name of Land Owner(if other than Applicant): 705 Main Road LLC 4. Address of Land Owner:PO Box 1086,Westhampton Beach,NY 11978 5. Description of Proposed Project:(2)-new Pre-Fab Steel buildings with(10)-tenant spaces 6. Location of Property:(Road and Tax map number):705 CR 48,Mattituck-SCTM-1000-113-12-13 7. Is the parcel within 500 feet of a farm operation? { } Yes {X} No 8. Is this parcel actively farmed? { } Yes {X}No + 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff. It is the Applicant's responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937) NAME and ADDRESS I. 2. 3. 4. 5. 6. 7. (Pleage use the back of this page if there are additional property owners) Signature of Applicant Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant. Board of Zoning Appeals Application AUTHORIZATION Received (Where the Applicant is not the Owner) FEB 19 2025 Zoning Beard of Appealo I, Paul Pawloski residing at 100 Park Ave, Mattituck,NY 11952 (Print property owner's name) (Mailing Address) do hereby authorize Ronald Kuoppala Architect (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. E Owner's Signature) / �. KATHLEEN CAGGIANO Notary public,State of New York No.01 CA6239290 Qualified in Suffolk County Commission Expires April 18, 2 b a 7 Paul Pawloski (Print Owner's Name) 1 1 Bargain and Sale Deed,with Covenant a, antofs Acts-Uniform Acknowledgment —, + CONSULT YOUR LAWYER BEFORE SIGNING TM- S INSTRUMENT-THIS INSTRUMENT SHOUL.,Y. JSED 13YLAWYERS,ONLY. THIS INDENTURE,made the&P'day of BETWEEN ULSTER FARMS LLC, 1415 Albany Post Road,Gardiner,New York 12525 Received iJ FEB 19 2025 party of the first part,and Zoning Board of Appeals 705 CR 48 LLC,32 Old Country Road,West Hampton,New York 11978 party of the second part, WITNESSETH,that the party of the first part,in consideration of TEN DOLLARS($10.00)dollars paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, .ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being in the SEE SCHEDULE A ATTACHED HERETO TOGETHER with all right,title and interest,if any,of the party of the first.part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with,the appurtenances and all the estate and rights of the party of the first,part in and to said premises;TO HAVE-AND TO HOLD,the premises herein'granted unto the party.of the second part;the heirs or successors and assigns of the party of the second part-forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law;covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the,payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of-the first put has duly executed this deed the day and year first above written. IN PRESENCE OF: ULSTER FARMS LT Anthony/V.Falcone,Member e &0Vr_Q-Ea?wt�ll- Beatrice Falcone,Member t Bargain and Sale Deed,with Covenant against Grant -Uniform Acknowledgment TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW'r uriun STATE State of New York,County of 4019 � ss: State of New York,County of C�J� ss: On the J6 day of`�Zdvesn6� in the year Ab2i/, before me, On the W6ay.of Flo Z&' in the year �2V before me� the undersigned, personally appeared Anthony V. Falcone the undersigned, personally appeared B trtr'ce Falcone personally known to me or proved to me on the basis of personally known to me or proved to me dn� '2 ` s satisfactory evidence to be the individual(s) whose name(s) is satisfactory evidence to be. the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to (are) subscribed to the within instrument.and acknowledged to me that he/she/they executed the same in his/her/their me that he/she/they executed the same in Fh' r/jc 2025 capacity(ies); and that by his/her/their signature(s) on the capacity(ies), and that by his/her/their signature(s) on the instrument,the individual(s),or the person upon behalf of which instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument. the individual(_sl acted,executed the instruiii&'ling Board of Appeals (s na[iire an offic o a taking proof) L:(s�ign�aeandoffigdofi idual taking proof) JENNIFER D.TOME JENNIFER D.TOMEI Notary Public,State of New York Notary Public,State of New York No.O'IT06076195 I No.WTO6076i95 Qualified in Suffolk County Qualified in Suffolk County Commission Expires June 24,2OX& Commission Expires June 24,20'2& TO BE USED ONLY WHEN THE.ACKNOWLEDGMENT IS MADE OUTSIDE.NEW YORK STATE State(or District of Columbia,Territory,or Foreign Country)of ss: On the day of in the year before me,the undersigned,personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their signaturc(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument,and that such individual made such appearance before the undersigned in the (insert the city or other political subdivision and the state or country or other place the acknowledgment was taken) (signature and office of individual taking acknowledgment) BARGAIN AND SALE DEER,WITF3 000 COVENANT AGAINST GRANTOR'S ACTS DISTRICT: 1 SECTION: 113.03.00 TITLE AO.: v7�-L5 BLOCK: 12.00 LOT: 013.000 PREMISES, 705 County Road 48,Mattituck,New York COUNTY: Suffolk TO -1D,� RECORD AND RETURN TO: 0 i 0 w 0 w a Amended 11-19-2024 ALL that certain plot, piece or parcel of land situate, lying and, being at Mattituck, in thbfve 1 Southold,County of Suffolk and State of New York,being bounded and described as follows: BEGINNING at a point on the Northerly side of Middle Road (County Road 48), distant Nogg 19 2025 .degrees 16.minutes 57 seconds East,528.64 feet alongthe Northerly side of Middle Road frontnt extreme.Easterly end of a curve connecting the Northerly side of Middle Road with the Easterly side of Cox Neck Road (County Road 84),said point also being where the Easterly line o11&qd, t90),Mard of Appeals formerly of Dominick Principi intersects the said Northerly side of Middle Road; RUNNING THENCE along said Easterly line of land now or formerly of Dominick Principi, North 23 degrees 58.minutes 20 seconds West,400.03 feet-to land now or formerly of Thomas R.Talbot; THENCE along said land and continuing along land now or formerly of James H. Jacobs Jr. and Sharon M. Jacobs,North 87 degrees 16 minutes 40 seconds East, 300.00 feet to land now or formerly of Michael Caraftis and,Lauretta C.Caraftis; THENCE along said land, South 23 degrees 58 minutes 20 seconds East, 400.03 feet to the Northerly side of Middle Road; THENCE South 87 degrees'16 minutes 40.seconds West along the Northerly side of Middle Road, 300`.00 feet to the point or place of BEGINNING. The policy to be issued under this report will insure the'title to surli buildings and improvements erected:on the FOR premises which,by.'law constitute real property. CONVEYANCING ONLY TOGETI]ER with all the right,title and interest of the party of the first part,at in and to the laud lying in the street in front of and adjoining said premises. TITLE#24-CS-61314 APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM art of town officers and employees.The ur os�is form is to The Town of Southold s Code of Ethics prohibits conflicts of interest on the p provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. ecoNe YOUR NAME: Kuoppala,Ronald (Last name,first name,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.) FEB 19 2025 TYPE OF APPLICATION: (Check all that apply) Zoning Board of Appeals Tax grievance Building Permit Variance X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship" includes by blood,marriage,or business interest."Business interest" means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5% of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed,by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)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 that 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 non:corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of F P/ ,20 Z Signature Print Name: Ronald Kuoppala Architect �Ua�S� APPLICANT/OWNER Received TRANSACTIONAL DISCLOSURE FORM l! The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and euW,9e6j:&l •pose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to takewhatever action is necessary to avoid same. Zoning Board of Appeals YOUR NAME: Pawloski,Paul,705 Main Road LLC (Last name,first name,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.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) _, ____ Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship" includes by blood,marriage,or business interest. "Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative) 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 that 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 non-corporate 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 l4 day ofDe.Ce4k6f,200C J KATHLEEN CAGGIANO Signature Notary Public,State of New York No.01 CA62392.90 Print Name: Paul Pawloski Qualified in Suffolk County • Commission Expires April 18, oZo-a STATE OF NEW YORK DEPARTMENT OF STATEj'0� ' Received f=EB 19 2025 I hereby certify that the annexed copy for 705 CR 48 LLC, File Nix 198P of Appeals 250114002355 has been compared with the original document in the custody of the Secretary of State and that the same is true copy of said original. WITNESS my hand and official seal of the Department of State, at the City of Albany, on January 14, 2025. .•� pF NEB*-. WALTER T. MOSLEY Secretary of State E � � r y�xELS10�.� � • •''••••••'' BRENDAN C. HUGHES Executive Deputy Secretary of State Authentication Number: 100007284744 To Verify the authenticity of this document you may access the Division of Corporation's Document Authentication Website at http://ecorp.dos.ny_-gov Received New York State NEW PORK Division of Corporations, FEB 19 2025 Department of State o coa°UNlry. State Records and DNISION OF CORPORATIONS, Uniform.Commercial Code STATE RECORDS AND BO�YCi of APPO ilIPORM COMMERCIAL CODE Zoning One commerce Plaza 99 Washington Ave. Albany,NY 12231.0001 ht"://dos,ny.gov CERTIFICATE OF PUBLICATION OF 705 CR 48 LLC (Name q/)onitt tic Limited tiahility(onrpam) Under Section 206 of the Limited Liability Company Law The undersigned is the (Ci:eck appropriate bar) ❑ Member ❑ Manager Authorized Person of 705 CR 48 LLC (Noire ofa mcc@a timired Liah&4,Compaq) If the name of the limited liability company has changed,the name under which it was organized is: The articles of organization were filed by the Department of State on: 10/24/2024 The published notices described in the annexed affidavits of publication contain all of the information required by Section 206 of the Limited Liability Company Law. The newspapers described in such affidavits of publication satisfy the requirements set forth in the Limited Liability Company Law and the designation made by the county clerk. I certify the foregoing statements to be true und&—r&iialtyes of et"u 12/27/2024 lLkrre} �� I Sigar+arr) DAVID S. DESMOND,AUTHORIZED PERSON (T.ipe^or Print Vame) DOS-1708-f(Rev.03/17) Page 1 of 2 Filed with the NYS Department of State on 01/06/2025 Filing Number:250114002355 DOS ID:7449113 Receiveci Dan' 192025 s Papers Oz5 158 County Road 39 Zoning Southhampton,NY, 1196$ Board of Appeals Phone: 7182608307 Fax: 7182602549 t Affidavit of Publication Under Section 206 of the Limited Liability Company Law To: David S. Desmond,Esq PO Box 2347 Riverhead,NY, 11901 Re: Legal Notice 992571 705 CR 48 LLC State of NY } SS: I County of Suffolk The undersigned is the publisher of Dan's Papers,a Weekly newspaper published in Southhampton,NY. A notice regarding 705 CR 48 LLC was published in said newspaper once in each week for 6 consecutive weeks,commencing on 11/15/2024 and ending 12/20/2024. The text of the notice as published in said newspaper is as set forth below.This newspaper has been designated by the Clerk of Suffolk for this purpose. Stepilanie Bitis,Publisher Pe P�o�6�e � a2� Clifford Luster 0-5 o o1Q oo)Np ti Authorized Designee of the Publisher Swol t m on this 20th d 'of December a ate •e� 1 i� �v.P ni Pechenay a uNot, ybl , tateofN Y \Qa�\ o01P E 93208 1li1fed in Kings County My co,im—Asion expires on June 10,2027 Text of Notice NOTICE OF FORMATION of limited liability company(LLC).Name:705 CR 48 LLC.Articles of Ore niration tiled with Secretary of State of New York(SSNY)on 10/24/2024 Office Location:Suffolk County.SSNY designated as agent of LLC upon whom process against it may be served.SSNY shall mail copy of process to:32 Old County Rd,Westhampton,NY 11977.USA.Purpose:Any lawful purpose. Filed with the NYS Department of State on 01/06/2025 Filing Number:250114002355 DOS ID:7449113 s FEB 9 2025 NEWSDAY Zoning Board of Appeata AFFIDAVIT OF PUBLICATION VAN NOSTRAND&MARTIN PO BOX 2347 RIVEN IEAD,NY 11901 Under Section 206 of the Limited Liability Company Law STATE OF NEW YORK) Legal Notice No. 0021882263 :SS.: COUNTY OF ERIE) The undersigned is the publisher of Newsday,a daily newspaper published in Melville,County of Suffolk,State of New York,and circulated in Nassau,Suffolk and Queens Counties. A Legal Notice regarding 705 CR 48 LLC was published in said newspaper once in each week for six successive weeks,commencing on 1117,2024 and ending on 1211212024. The text of the notice as published in said newspaper as set forth below or in the annexed exhibit. This newspaper has been designated by the Clerk of Suffolk County for this purpose. Newsday LLC,Publisher By: Samantha Robinson Print Name: Authorized Designee of Ncwsday LLC,Publisher of Newsday SWORN to before me this } 18 Day of December,2024. Notary Public Sarah A.Perez Notary Public-State of New York No. OIPE0006459 Qualified in Erie County Commission Expires 04/27/2027 i I Filed with the NYS Department of State on 01/06/2025 Filing Number:250114002355 DOS ID:7449113 ent "'cb if e s Legal Notice It 21882263 FEB 705 CR 48 LLC Notice of For- 9 2025 mation of a domestic Limit- ed LiabilityCompany (LLC) Articles of Zoning filed g Board 0, /4 with Secretary of State ofraa0 NY on 10/24/2024. NY office location: Suffolk County. Secy of State is designated as agent upon whom process against the LLC may be served. Secy of State shall mail a copy of any process fi against the LLC served upon him/her to_ 32 Old Country Rd, Westhampton, NY 11977. Purpose: to engage in any lawful act or activity. NEWSDAY PROOF s Ad Nwnberi 0021882263 -w-.- 4 Advertiser: VAN NOSTRAND&MARTIN d Y A 4 t h J Filed with the NYS Department of State on 01/06/2025 Filing Number:250114002355 DOS ID:7449113 CERTIFICATE OF PUBLICATION OF Received 705 CR 48 LLC FEB 19 2025 ki--I W Z,101?1eV11C Limited DON& Under Section 206 of the Limited Liability Company LauZoning Board of Appeals Filer's Name and Mailing Address- DAVID S. DESMOND,ESQ, Name: VAN NOSTRAND&MARTIN Company,q'iPplicable; P.O. BOX 2347 Malling dd Jmw RIVERHEAD, NY 11901 04'.State and Zip-Cad,: �� NOTES: 1.The name of the limited liability company and the date of filing of the articles of organization must exactly match the records of the Department of State. This information should be verified on the Department of State's website at https.//dos.ny.gov. 2.This form was prepared by the New York State Department of State for filing a cc.rtificate of Publication for a domestic limited liability company.You are not required to use this form.You may draft your own f0mi or use forms available from legal stationery stores, 3.The Department of State recommends that legal document,,be prepared under the guidance of an attorney. 4.This certificate of publication,with the affidavits of publication of the newspapers annexed thereto,must be submitted with a$50 filing fee payable to the Department of State. (For offlm use opi4v) DOS-1 708-f(Rev.03117) Attach this page afler the affidavits of publication, Page 2 of 2 Filed with the NYS Department of State on 0 1/06/2025 Filing Number:250114002355 DOS ID:7449113 STATE OF NEW YORK DEPARTMENT OF STATE Received r=E8 19 2025 Zoning Board of r,, � I hereby certify that the annexed copy for 705 CR 48 LLC, File Number �ai 250114002355 has been compared with the original document in the custody of the Secretary of State and that the same is true copy of said original. WITNESS my hand and official seal of the Department of State, at the City of Albany, •,.••••••.•• on January 14, 2025. .•;�ti OF NE*,*-. •• WALTER T. MOSLEY Secretary of State * • W µ • BpxC�ELSi�� • - ''•. ENT O�••' •••••'' BRENDAN C. HUGHES Executive Deputy Secretary of State Authentication Number: 100001284744 To Verify the authenticity of this document you may access the Division of Corporation's Document Authentication Website at hap://ecorp.dos.ny.gov Received New York State NEW YORK Division of Corporations, Depa �rttprta 2o2rJ oPaor°otrm. State Records and DIVISION OF COP Tt N , Uniform Commercial Code STATE RECORDS AND UNIFORM COMMER�(pL gg'PD Df Appeals Z0At lC—P I pYaza 99 Washington Ave. Albany.NY 12231-OODI httpsr/dos,ny.gov CERTIFICATE OF PUBLICATION OF 705 CR 48 LLC Wattle of Domestic Linrtred Liai»lih,Cnni/mnp Under Section 206 of the Limited Liability Company Law x The undersigned is the (Check appropriate box) ❑ Member ❑ Manager Authorized Person of 705 CR 48 LLC iNamc ofa mavic Limired Liabiliij,Comp pqt If the name of the limited liability company has changed,the name under which it was organized is: The articles of organization were filed by the Department of State on. 10/24/2024 The published notices described in the annexed affidavits of publication contain all of the information required by Section 206 of the Limited Liability Company Law. The newspapers described in such affidavits of publication satisfy the requirements set forth in the Limited Liability Company Law and the designation made by the county clerk. f certify the foregoing statements to be true under penalties of perjury." 12/27/2024 X (Si�nahtr.) DAVID S. DESMOND,AUTHORIZED PERSON (Tvp or Print Name) DOS•17084(Rev.03/17) Page 1 of 2 Filed with the NYS Department of State on 01/06/2025 Filing Number:250114002355 DOS ID:7449113 Dan's Papers 158 County Road 39 �� 9�� Southhampton,NY, 11968 Phone: 7182608307 Fax: 7182602549 FEB 19 2025 Affidavit of Publication Under Section 206 of the Zoning Board of Appeals Limited Liability Company Law To: David S. Desmond, Esq PO Box 2347 Riverhead, NY, 11901 Re: Legal Notice 992571 705 CR 48 LLC State of NY } SS: County of Suffolk } The undersigned is the publisher of Dan's Papers,a Weekly newspaper published in Southhampton,NY. A notice regarding 705 CR 48 LLC was published in said newspaper once in each week for 6 consecutive weeks,commencing on 11/15/2024 and ending 12/20/2024,The text of the notice as published in said newspaper is as set forth below.This newspaper has been designated by the Clerk of Suffolk for this purpose. Stenhanie Bitis, Publisher By: Wei o i��0 Clifford Luster Authorized Designee of the Publisher Sw m; on this 20th d of December 4 ,geni Pechenaya Noty Publ tate of NY No.01 PE93208 ;Qu11'ified in Kings County My comm Sion expires on June 10 2027 Text of Notice NOTICE OF FORMATION of limited liability company(LLC).Name:705 CR 48 LLC.Articles of Organimflon tiled with Secretary of State of New York(SSNY)on 10/24/2024 Office Location:Suffolk County.SSNY designated as agent of LLC upon whom process against it may be served.SSNY shall mail copy of process to:32 Old County Rd,Westhampton,NY 11977.USA.Purpose:Any lawful purpose. Filed with the NYS Department of State on 01/06/2025 Filing Number:250114002355 DOS ID:7449113 ecej\fed FEB 2025 Zonlrig Board of Appeals NEWSDAY AFFIDAVIT OF PUBLICATION VAN NOSTRAND&MARTIN PO BOX 2347 RIVERILEAD,NY 11901 Under Section 206 of the Limited Liability Company Law STATE OF NEW YORK) Legal Notice No. 0021882263 :SS.: COUNTY OF ERIE) The undersigned is the publisher of Newsday,a daily newspaper published in Melville,County of Suffolk,State of New York,and circulated in Nassau,Suffolk and Queens Counties. A Legal Notice regarding 705 CR 48 LLC was published in said newspaper once in each week for six successive weeks,commencing on 11/7/2024 and ending on 12/12/2024. The text of the notice as published in said newspaper as set forth below or in the annexed exhibit. This newspaper has been designated by the Clerk of Suffolk County for this purpose. Newsday LLC,Publisher Samantha Robinson Print Name: Authorized Designee of Newsday LLC,Publishcr of Newsday SWORN to before me this IS Day of December,2024. Notary Public Sarah A.Perez Notary Public-State of New York No. 01PE0006459 Qualified in Erie Countv Commission Expires 04/27/2027 i i i Filed with the NYS Department of State on 01/06/2025 Filing Number:250114002355 DOS ID:7449113 Ad Content Received Legal Notice 41 21882263 705 CR 48 LLC Notice of For- mation of a domestic Limit- FEB 19 2025 ed Liability+ Company (LLC) Articles of Organization file with Secretary of State of Zoning Board of a,ppaais NY on 10/24/2024. NY office location: Suffolk County. Secy of State is designated as agent upon whom process served• Secy of St ate shall mail a copy of any process against the LLC served upon him/her to 32 Old Country Rd, Westhampton, NY 11977. Purpose: to engage in any lawful act or activity, NEWSDAY PROOF _. Ad Number.` 0021882263 Advertiser: VAN NOSTRAND&MARTIN s t i i Filed with the NYS Department of State on 01/06/2025 Filing Number:250114002355 DOS ID:7449113 ?,ec,,elved CERTIFICATE OF PUBLICATION OF oard of Appeals 705 CR 48 LLC 7-01n%nO ly JA;f?W811C Limited WNW1-Co . colnpmn-) Under Section 206 of the Limited Liability Company Law Filer's Name and Mailing Address: DAVID S. DESMOND,ESQ. Name: VAN NOSTRAND&MARTIN Cam y Applicall/c,* P.O. BOX 2347 Mailing Address: RIVERHEAD, NY 11901 City,Slate and Zip Code: NOTES: 1.The name of the limited liability company and the date of riling of the articles of organization must exactly match the records of the Department of State. This information should be verified on the Department of state,website at https://dos.ny.gov. s 2.This form was prepared by the New York State Department of State for filing a certificate of publication for a domestic limited liability company.You are not required to use this form.You may draft your own form or use forms available from legal stationery stores. 3.The Department of State recommends that legal documents be prepared under the guidance of an attorney. 4.This certificate of publication,with the affidavits of publication of the newspapers annexed thereto,must be submitted with a$50 filing fee payable to the Department of State. (For offi'ce Use only) Attach this Pa9c after the affidavits of publication. DOS-1708-f(Rev.03/17) Page 2 of 2 Filed with the NYS Department of State on 01/06/2025 Filing Number:250114002355 DOS ID:7449113 STATE OF NEW YORK DEPARTMENT OF STATE KATHY HOCHUL ONE COMMERCE PLAZA GOVERNOR 99 WASHINGTON AVENUE ALBANY, NY 12231-0001 WALTER T. MOSLEY WWW.DOS.NY.GOV SECRETARY OF STATE Received , 6 FEB 19 2025 . Filer:DAVID S.DESMOND,ESQ. Zoning Board of A VAN NOSTRAND&MARTIN ppoals P.O.BOX 2347 RIVERHEAD,NY, 11901,USA Your document has been filed by the Department of State. We have attached the official filing receipt and related document(s)for the following entity: DOS ID: 7449113 Entity Name: 705 CR 48 LLC Statement Due Date: 10/31/2026 . Retain this letter and attachment(s)for your records.The Department of State does not mail additional copies of the filing receipt or related attachment(s). . Limited Liability Companies are required to file a Biennial Statement with the Department of State.To receive an email notice when the Biennial Statement is due,provide an email address at the Department of State's Email Address Submission/Update Service.https:Hfiling.dos.ny.gov/eBiennialWeb/ Contact Information . Department of State: Email the Division of Corporations at corporations@dos.ny.gov. . Department of Taxation and Finance:Visit https://www.tax.ny.gov/help/contact for self-help options and telephone numbers. fl�;NEWYORK Department STATE Of OPPORTUNITY. of State NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CORPORATIONS, STATE RECORDS AND UNIFORM COMMERCIAL CODE FILING RECEIPT CE)ived 7�v� ENTITY NAME : 705 CR 48 LLC FEB 192025 2025 DOCUMENT TYPE : CERTIFICATE OF PUBLICATION Zoning Board of Appeals ENTITY TYPE : DOMESTIC LIMITED LIABILITY COMPANY DOS ID : 7449113 � ••'. FILE DATE : 01/06/2025 FILE NUMBER: 250114002355 * V * • TRANSACTION NUMBER: 202501130001007-4064702 EXISTENCE DATE : 10/24/2024 DURATION/DISSOLUTION : PERPETUAL • ��CELSI�R '` ///�; •. �/ �OPLUAIBU�UNU� (� . COUNTY : SUFFOLK •`()� cj SERVICE OF PROCESS ADDRESS : 705 CR 48 LLC 32 OLD COUNTRY ROAD, WESTHAMPTON,NY, 11977,USA ELECTRONIC SERVICE OF PROCESS EMAIL ADDRESS : N/A FILER: DAVID S.DESMOND,ESQ. VAN NOSTRAND&MARTIN,P.O.BOX 2347 RIVERHEAD,NY, 11901,USA You may verify this document online at: http://ecorp.dos.ny.gov AUTHENTICATION NUMBER: 100007284747 TOTAL FEES: $60.00 TOTAL PAYMENTS RECEIVED: $60.00 FILING FEE: $50.00 CASH: $0.00 CERTIFICATE OF STATUS: $0.00 CHECK/MONEY ORDER: $60.00 CERTIFIED COPY: $10.00 CREDIT CARD: $0.00 COPY REQUEST: $0.00 DRAWDOWN ACCOUNT: $0.00 EXPEDITED HANDLING: $0.00 REFUND DUE: $0.00 Fr"-environmental Assessment Form Part 1 -Project and Setting Instructions for Completing Part I 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 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. 'C PP p A licants/s onsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial questi n that 7 must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-queFtiara � o If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to Unfifj a . any additional information. Section G requires the name and signature of the applicant or project sponsor to verify that the information contained in Part 1 is accurate and complete. FEB 2025 A.Project and Applicant/Sponsor Information. Zoning Board of Appeals Name of Action or Project: Proposed Contractor's Business Buildings Project Location(describe,and attach a general location map): 705 County Road 48,Mattituck,NY 11952,Town of Southhold,County of Suffolk Brief Description of Proposed Action(include purpose or need): Proposed construction of(2)1-story building contractor's business.Proposed site improvements including grading,drainage,sanitary,lighting and landscape. Name of Applicant/Sponsor: Telephone:516-848-0932 Ronald Kuoppala Architect E-Mail: RKA@rkarchitecture Address:63 Village Line Road City/PO:Babylon State:NY Zip Code:11702 Project Contact(if not same as sponsor;give name and title/role): Telephone: E-Mail: Address: City/PO: State: Zip Code: Property Owner (if not same as sponsor): Telephone: 516-848-0932 705 Main Road LLC E-Mail: RKA@rkarchitecture Address: PC Box 1086 City/PO: Westhampton State: NY Zip Code:11978 Page 1 of 1.3 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, ❑YesmNo or Village:Board of Trustees WLAv b.City,Town or Village mYes❑No Planning Board Received Planning Board or Commission c.City,Town or 9Yes❑❑No Village Zoning Board of Appeals Town of Southold Zoning Board Of appeals FEB 19 2025 d.Other local agencies mYes❑No Suffolk County water Authority 7oning Board of Appeals e. County agencies mYes❑No Suffolk county Department of Health Services & Suffolk County DPW £Regional agencies ❑YesmNo g. State agencies mYes❑No NYSDEC SWPPP Permit h.Federal agencies ❑YesmNo i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? mYes❑No ii. Is the project site located in a community with an approved Local Waterfront Revitalization Prograrn? ®YesmNo W. Is the project site within a Coastal Erosion Hazard Area? ❑YesmNo 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 ❑YesmNo 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 1 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 ❑Yes❑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, ❑YesmNo or an adopted municipal farmland protection plan? If Yes, identify the plan(s): Page 2 of 13 C.3. Zoning a. Is the site ofthe 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? LB Limited Business 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, �5 i. What is the proposed new zoning for the site? e t u . q arw. CA.Existing community services. a. In what school district is the project site located? Mattituck-Cutchogue UFSD -Eb k b.What police or other public protection forces serve the project site? Zoning Board of Appeals Southhold Town c.Which fire protection and emergency medical services serve the project site? Mattituck FD d.What parks serve the project site? Mill Road Preserve Laurel Lake Preserve.&Park - D. Project Details D.L 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? 2.57 acres b.Total acreage to be physically disturbed? 1.92 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 2.57 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)? % Units: _ d.Is the proposed action a subdivision,or does it include a subdivision? ❑Yes Olo If Yes, L Purpose or type of subdivision?(e.g.,residential,industrial,commercial.;if mixed,specify types) ii. Is a cluster/conservation layout 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: 10 months ii. If Yes: • Total number of phases anticipated • Anticipated commencement date of phase 1 (including demolition) month year • Anticipated completion date of final phase month _wear • 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 £ Does the project include new residential user9 ❑Yes®No If Yes,show numbers of units proposed. One Family Two Famuy Three Family Multiple Family or E)ived Initial Phase At completion FEB 19 2025 of all phases g.Does the proposed action include new non-residential construction(including expansions)? d- Dowd s o If Yes, i.Total number of structures 2 ii. Dimensions(in feet)of largest proposed structure: 18' height; 58'width; and 189.7'length iii. Approximate extent of building space to be heated or cooled: 22,006 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: iii. If other than water,identify the type of impounded/contained liquids and their source. iv. Approximate size of the proposed impoundment. Volume: million gallons;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? ❑YesZNo (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. iv. Will there be onsite dewatering or processing of excavated materials? ❑Yes❑No 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? 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 ot;or encroachment ❑YesZNo 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 Er'that waterbody or wetland,e.g.excavation,f,11_nlacement of structures,or alteration of channels,banks and sboreline: licate extent of activities,alterations and add s in square feet or acres: iii.Will the proposed action cause or result in disturbance to bottom sediments? /r Yes[ No If Yes,describe: Q w iv. Will the proposed action cause or result in the destruction or removal of aquatic vegetation? Received es[ No If Yes: • acres of aquatic vegetation proposed to be removed: • expected acreage of aquatic vegetation remaining after project completion: • purpose of proposed removal(e.g.beach clearing, invasive species control,boat access): Board (l ��pp nr, � • proposed method of plant removal: O eal'.s • 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? mYes❑No If Yes: i. Total anticipated water usage/demand per day: 88o gallons/day ii. Will the proposed action obtain water from an existing public water supply? mYes❑No If Yes: • Name of district or service area: Suffolk county water district _ • Does the existing public water supply have capacity to serve the proposal? m Yes❑No • Is the project site in the existing district? m Yes❑No • Is expansion of the district needed? ❑Yesm No • Do existing lines serve the project site? m Yes❑No iii. Will line extension within an existing district be necessary to supply the project? ❑Yes mNo If Yes: • Describe extensions or capacity expansions proposed to serve this project: _ • Source(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? ❑YesmNo If,Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • 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? ❑Yes®NO If Yes: i. Total anticipated liquid waste generation per day: 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): iii. Will the proposed.action use any existing public wastewater treatment facilities? ❑Yes o If Yes: • Name of wastewater treatment plant to be used: • Name of district: • Does the existing wastewater treatment plant have capacity to serve 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 1.3 • Do existing sewer lines serve the projf -``e9 ❑Yes[1TNo •. Will a line extension within an existin Tict be necessary to serve the project? ❑Yes[allo If Yes: Describe extensions or capacity expansions proposed to serve this project: 1 �,. iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? ❑Yes[�1Vo If Yes: • Applicant/sponsor for new district: _ _..... FEB g 70�5 • Date application submitted or anticipated: • What is the receiving water for the wastewater discharge?_ �nninn Rna rl of Agal'> V. I.f 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): vi. Describe any plans or designs to capture,recycle or reuse liquid 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(Le.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 1.47 acres(impervious surface) Square feet or 2.57 acres(parcel size) ii. Describe types of new point sources. Landscape,curbs,buildings,pavement&concrete 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 stormwater structures including dr ells • If to surface waters,identify receiving water bodies or wetlands: • 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 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, ❑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(CO2) • Tons/year(short tons)of Nitrous Oxide(N20) Tons/year(short tons)of Perfluorocarbons(PFCs) Tons/year(short tons)of Sulfur Hexafluoride(SF6) Tons/year(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 mo e(including;but not limited to,sewage treabnent 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 design(e.g.,combustion t�ogenerate heat or electricity;flaring): ' ) l n 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? FEB 19 2025 If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): Zoning Board of Appeals 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): iii. Parking spaces: Existing Proposed Net increase/decrease iv.Does the proposed action include any shared use parking? []Yes MNo 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 ❑YesONo 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 electricity demand during operation of the proposed action: 220 mwh/ ear ii. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or other): Local Utility iii. Will the proposed action require a new,or an upgrade,to an existing substation? ❑Yes®No 1.Hours of operation. Answer all items which apply. i. During Construction: ii. During Operations: • Monday-Friday: 8 am to 5 pm _ • Monday-Friday: 7 am to 6 pm • Saturday: 8 am to 5 pm Saturday: 7 am to 6 pm • Sunday: N/A Sunday: None • Holidays: N/A • Holidays: None Page 7 of 13 m. Will the proposed action produce noise that..;II exceed existing ambient noise levels during construction, ❑Yes®No operation,or both? If yes:, L, Provide details including sources,time of day and duration: ii. Will the proposed action remove existing natural barriers that could act as a noise barrier or screen? ❑Yes RINo Describe: n.Will the proposed action have outdoor lighting? ®Yes❑No If yes: FEB 19 2025 i. Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: Building lights at 15'high and area lights at 20'high onin ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? ❑Yes®No Describe: o. Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes®No 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: i. Product(s)to be stored — ii. Volume(s) per unit time_. (e.g.,month,year) iii. Generally,describe the proposed storage facilities: q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, ❑Yes ®No insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): ii. Will.the proposed action use Integrated Pest Management Practices? ❑ Yes_®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: 0.5 tons per month (unit of time) • Operation: 2 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: _ -- — • Operation: iii. Proposed disposal methods/facilities for solid waste generated on-site: • Construction:Private Carter to approved off site solid waste disposal area in accordance with local State and Federal requirements. • Operation: Private Carter to approved off-site solid waste disposal area in accordance with local State and Federal requirements. Page 8 of 13 s.Does the proposed action include constructio—^r 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 st.:.. -,composting,landfill,or other'disposal activities): E Anticipated rate of disposal/processing: j C Tons/month, if transfer or other non-combustion/thermal treatment,or Receiver"' J Tons/hour, if combustion or thermal treatment iii. If landfill,anticipated site life: years r t. Will the proposed action at the site involve the commercial generation,treatment,storage,or disposal d`zd-do Yes®No waste? Appeals If Yes: Zoning Board of 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 be handled or generated tons/month 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 hazardous waste facility? ❑YeWNo 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.I.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 covet-types on the project site. Land use or Current Acreage After Change Covet-type Acreage Project Completion (Acres+/-) • Roads,buildings,and other paved or impervious 1.47 +1.47 surfaces • Forested 1.72 0.59 -1.13 • 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:Landscape 0.85 0.51 -0.34 Page 9 of 13 c.Is the project site presently used by members^r l-he community for public recreation? ❑Yes[Z]No i. If Yes:explain: 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, L Identify Facilities: a� e.Does the project site contain an existing dam? Received ❑YesmNo If Yes: L Dimensions of the dam and impoundment: FEB 19 2025 Dam height: feet • Dam length: feet • Zoning Board of Appeals Surface area: acres • Volume impounded: gallons OR acre-feet ii. Dam's existing hazard classification: iii. Provide date and summarize results of last inspection: f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, ❑Yes[4No or does the project site adjoin properly 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 facility: W. 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 ❑YesmNo property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: L 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): ❑ 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 project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑YesmNo If yes,provide DEC ID number(s): .. iv. If yes to(i),(ii)or(iii)above,describe current status of site(s): Page 10 of 13 v. Is the project site subject to an institutional ^^ntrol limiting property uses? ❑Yes❑No e If yes,DEC site ID number: p 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: Received E.2. Natural Resources On or Near Project Site a. What is the average depth to bedrock on the project site? 1;bo011feet hoard of Appeals b.Are there bedrock outcroppings on the project site? ❑YesmNo If Yes,what proportion of the site is comprised of bedrock outcroppings? % c. Predominant soil type(s)present on project site: Riverhead Sandy Loam 100 % d.What is the average depth to the water table on the project site? Average: 38 feet e.Drainage status of project site soils:® Well Drained: 100%of site ❑ Moderately Well Drained: %of site ❑ Poorly Drained %of site f.Approximate proportion of proposed action site with slopes: ® 0-10%: 100 %of site ❑ 10-1.5%: %of site ❑ 15%or greater: %of site g.Are there any unique geologic features on the project site? ❑YesmNo If Yes,describe: h. Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ❑YesmNo ponds or lakes)? ii. Do any wetlands or other waterbodies adjoin the project site? ❑YesmNo 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, ❑YesmNo state or local agency? iv. For each identified regulated wetland.and waterbody on the project site,provide the following information: • Streams: Name 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 El Yes mNo waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: i.is the project site in a designated Floodway? ❑YesmNo j. Is the project site in the 100-year Floodplain? ❑YesmNo k. Is the project site in the 500-year Floodplain? ❑YesmNo 1.Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? mYes❑No If Yes: i. Name of aquifer:Sole Source Aquifer Names:Nassau-S uffolk SSA Page 11 of 13 in. Identify the predominant wildlife species*"^*occupy or use the project site: small mammals song birds n. Does the project site contain a designated significant natural community? ❑YesONo If Yes: i. Describe the habitat/community(composition,function,and basis for designation): VV ii./Source(s)of description or evaluation: Received iii. Extent of community/habitat: • Currently: acres FEB 19 2025 • Following completion of project as proposed: _._... acres • Gain or loss(indicate+or-): acres ZoninG Board of Appeals o.Does project site contain any species of plant or animal that is listed by the federal government or NYS as ®Yes❑No endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? Pf Yes: i. Species and listing(endangered or threatened): Northern Long-eared Bat p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of ❑YesmNo special concern? If Yes: i. Species and listing: q.Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ❑YesONo If yes,give a brief description of how the proposed action may affect that use: E.3. Designated Public Resources On or Near Project Site a.Is the project site,or any portion of it,located in a designated agricultural district certified pursuant to ❑Yes[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? ❑Yes®No i. If Yes:acreage(s)on project site? ii. Source(s)of soil rating(s): 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 ii. 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: L CEA name: SGPA,Central Suffolk Pine Barrens H. Basis for designation: Protect groundwater, Benefit to human health&protect drinking water W. Designating agency and date: Agency:Long Island Regional Planning,Agency:Suffolk County,Date:3-19-93,Date:2-10-88 Page 12 of 13 e.,Does the project site contain,,or is it-subst, ly,contiguous to;a.building,;archaeological site. iistrict = Yes®No which is"listed'on:the National'or State,Regi'ster of Historic Places,or Thai.has been,d'eterniined:by the Gommissiorienof the NYS Office ofParksiRecreation and.Histoiic Preservation to be eligible forlisting on'fhe State Regi ter of Historic,Pl'aces?` If Yes: i.Nature of historic/archaeological resource: O.Archaeological Site [Historic:.Building or District !, ii"Name: iii.'Brief description of attributes on,which listing is'based: Receive r f.Is the project,site,or Any portion of it,located.in ovadjacent to an area designated as.sensiti. or p l ZYes❑No arcliaeologicalsiteson the NY'State Histonc.Preservation Offce.(SHPO)archaeological s[ ivenhi5ry��25 g:Have:additional archaeological or historic site or resources been:identified on the rojects t ? ❑Yes, No If Yes: Lc�ni �y ��ard of Appeals �. i.'Describe possible resource(s): U. Basis-for identification: h:,Is the project,site within fives:miles of any officially designated and publicly accessible federal,state„'or1ocal ❑YesZNo scenic-or ae_sthet c_ resource'? If Yes: i.'Identify,resource: ii.Nature of;or basis:for,designation(e.g.,established'highway overlook,state or,local park,:state.historic trail.-or:scenic byway, etc.): •iii.Distance between.project"aii-'d.re8oLit6e: miles:, i. Is the project site located within a designated rivef corridor under-the Wild,Scenic and Redfeation41 Rivers ❑YesZNo Program 6 NYCRR 666? If Yes: It Ident fy;fl e name-Of the'&.er and its,designation: u. Is the-activity consistent with development restrictions-contained in 6NYCRRPart 666? ❑Yes❑No V.Additionallnformatiofr Attach any additional:information,which:may be needed.to.clarifyyourproject. If you have identifiedany,adverse impacts which could be associated with your proposal,please.describe those impacts,plus any measures:which'you propose to avoid or miiii.mize them. 'G: Verifica_tion I certify that the information,provided`is.,truc:to the best'of my,kn6wledge: Applicant/Sponsor.Name MArc.Pilotta.P.E. Date '0 111 6/262 5 Signature Title Project Engineer PRINT FORM Page 13 of 13: EAF Mapper Summary Repo Thursi° Manua MIP nn Disclaimer: The EAF Mapper is a scr9hfng169 i4A?e%to assist project sponsors and reviewing agencies in preparing an environmental t assessment form(EAF).Not a))I,g �iyynssked i��the EAF are '� j t3 answered by the EAF Mappers �c��tibdal fa�ma�tionlon/d IS t"i 7t question can be obtained by consulting the EAF Workbooks.Although the EAF Mapper provides the most up-to-date digital data available to DEC,you may also need to contact local or other data sources in order to obtain data not provided by the Mapper.Digital data is not a r2 � ` substitute for agency determinations. �w ' ri f€3 t- 1 4 r tE d9 Its ° bA Rrl 4 .: 4 Etstlai . �a1rrt r f �' r •' t� i; r�rl FtE s { L4 C Ittr zl s l EPu'�EtIT��' tjhi �t L pdri IvIET1,'I.50, a tkpt^t kv Y' �t� � r. Esrll� il ,td? �,t cic r�r�rrsrllnk, j'��etiapatrr, .,t�_ ;'3� t ,. �r x G a ��yt�lrs1, 1S�i a rti �' E�r1�1�Earii)a,v `x'Y` ikP B.i.i [Coastal or Waterfront Area] Yes B.i.ii [Local Waterfront Revitalization Area] Yes C.2.b [Special Planning District] Yes-Digital mapping data are not available for all Special Planning Districts. Refer to EAF Workbook. JC.2.b. [Special Planning District- Name] NYS Heritage Areas:Ll North Shore Heritage Area E.1.h [DEC Spills or Remediation Site - Digital mapping data are not available or are incomplete. Refer to EAF (Potential Contamination History] Workbook. 'E.1.h.i [DEC Spills or Remediation Site - Digital mapping data are not available or are incomplete. Refer to EAF Listed] Workbook. _ E.1.h.i [DEC Spills or Remediation Site - Digital mapping data are not available or are incomplete. Refer to EAF Environmental Site Remediation Database]_ _Workbook. E.1.h.iii [Within 2,000' of DEC Remediation No Site] 1E.2.g [Unique Geologic Features] FN�__ E.2.h.iio t.-,�., .._. �.E2.hi [SurfaceWaterFeatures][Surface Water Features] No E.2.h.iii [Surface Water Features] 1 No E.2.h.v[Impaired Water Bodies] No E.2.i. [Floodway] No E.2.j. [100 Year Floodplain] No E.2.k. [500 Year Floodplain] No E.2.1. [Aquifers] Yes E.2.1. [Aquifer Names] ww Sole Source Aquifer Names:Nassau-Suffolk SSA _ i E.2.n. [Natural Communities] 'No E.2.o. [Endangered or Threatened Species] Yes.�_..�._.._.._�.._�_.�.... Full Environmental Assessment Form .- EAF Mapper Summary Report 1 L.L.V. LLI IUaI R,.GI Ou ul I 1 I I cCILM IGu V jJVL IGJ- i I-AU l U IGI I I Lul Il-6al Gu Ual - E 2 p.,[Rare�Plants or Animals] E.3.a� Agricultural District] �., ...... .No I�—E.3.c. [National Natural Landmark] No IE.3.d [Critical Environmental Area] Yes Zoning Board of Appeals E.3.d [Critical Environmental Area - Name] SGPA, Central Suffolk Pine Barrens E.3.d.ii [Critical Environmental Area- — Protect groundwater, Benefit to human health & protect drinking water Reason] E.3.d.iii [Critical Environmental Area— Date Agency:Long Island Regional Planning, Agency:Suffolk County,'Date:3-19-93, and Agency] Date:2-10-88 - E.3.e. [National or State Register of Historic Digital mapping data are not available or are incomplete. Refer to EAF .Places or State Eligible Sites] Workbooks E.3.f. [Archeological Sites] Yes E.3.i. [Designated River Corridor] No 1 i Full Environmental Assessment Form - EAF Mapper Summary Report 2 sou.-",000= MATTIIUCTC NY 11852 ZONE:R-eonestoeNce s�7 6314454348A�r t m MM OR FORMERLY OFS.C.TAL OPERTYKNOWRAS 10000-11t 12-101 300.00' PR 5 COUNTY ROAD SME FbmmD,¢r Au 12` 9n -- NSr160"S -- MATTIN NY 71952 e�j15 -� -- CK r "ertt Orner 06" ' p1U \ TOWN OF SOUTMOLD.SUFFOLKC p 6" SCIM W.1110,113.12-11 •8"p 07" 6 08" \ LOTAREA:1t1848 SF RMACREs7 07" 08" 0 7„ 6"0 0 12 06,. \ 2 RIFERTO SITE PLAN(SWEET CI)FC \ , p7„ e0 010" 10'O 7 07" 09" c3g 012" \ 3. TFAREAftE NO IDrOWR D0ST07G WI �J 7 n Oil- Tc12Ts 7" y„ Tca3.ao 01D" roa2ss 7 0 4. TFAAEARE NO MAPPED DECWETLA D 12'0 0111, Bc4225 co 06" 07" 08 oil. O 9" Bcb2se Q7 8cl2os \ S. THE CONTRACTOR MUST NOTIFY Q 8" 8C 425p o, \ C06A1BICTBAF"FANYOI4SITED N \ 09BC 42.DO TC 1275 \ B. UPON OFFICE OF POLLUTION CDNTI TC 12A0 TC 4230 BC12.25 TC42.80 TC4280 \ _BE_ '� \ OF BC 41.90 Bc42 0 BC 41.80�-\ TC 4240 Be 12.30 �/1.80TC 5 BC4230 TC4260C=D �C.WPlA�OUTG POOLS SHALL ALLSANRAfiYS r 1 Bc 11a TC4255 BC4 4Z RB40VEALLSTRUCTURES �1 O - \ 4,.f0 qD0 BC41S5 TC4210 \ . REMOVEALLSLUDGEIRON BC41A . FILL HOLES WIIH CLEAN FO. Y� BC'd150 -; \1 M4225 -� TC 41.85 \ ELEVATION REQUIRED. BC 4175 TC4225 ! 1 BC41.35 \ L Q \ 11.1g _ �r�g1 41.75 $ BC 4175 \ / \ 70. <F WET CONDITION IS ENCOUNIEREf m 9,. !L� Tcb,m TCI225 � TC1225 51 41.80 rc12Ao 0) BC41A0 BC41.TS 41.75 g BC41.75 / BC 41.90 C 1 41.75 6 41.75 41.75 /$ \ -- 'E TC 41.80 4 's 41.75 Q BC41.3o i bias / / _ 9" 6" \ N \ 41.75 // 41.75 4175 7s 4 T5 $7 TC 427D a 4t. b,.o5 ao .-. 41. Bc41.70 TO \ TCIfAO I 1.50 -\I 4 41.75 47.70 / H.,5 TC41.50 ; \ $ i \ SC 1 BC40.90 \p • 40A5 41.75 // 41.75 41.75 // 413 /0.85 v \ TC41A \�'o \ 1.75BUILDING j PROPOStD iSTORY 8 !` 014" \ i y ffi CONTRACTORS -t y TC41.50 \ BC4fM TC H.85 4111 e�°.{. ' 41.75 BUSWESS BCNAO \ BC H.35 q $ IIMSF V 4025 \ \ TC41.45 C41ffi S / 4L75 TC41I0 4 40.90 41.751 PROPowsED 0LDWMGTORY �� !-\1 $ SC 40S0 \ BC40.70 � CpNiRACTO� 41.16 61.10 \ .US I41.75 b : \ Tc41.10 \4 F.F.EL 41.75- 5 41.75 / 41.75 41.75 41.75 $ \ N.75 1 AR�'K P�pN 11.75 \ wm R8'/oR FOT�dY of \ TC4225 • 41.75 \ ZONE PROTECTED\\ SCTYY ,J-ix-12 \ 4 BCI1.75 _ n.7s � 1� \ 25 TC{t 11.75 A 41.7515$'. TC40b0 C4 25 zoxe:ce r rAOrRD DuSwPss BC 10.00 Tc41oo 4 41.75 c 2 O 0lr , *TOWNT \ \ • \ samoln aF BC40.50 \ or 012. r PROP.WATER SERVIC 06" \o \\ \ 1110 ., 13"O pgn 15"O \ p909.0711 pf2)16„ \ \ \ 7"O \ S3V0)E FILL EASEMENT D' �„ 6n D np 6"p- G2" FAVOR OF COUNTY OF SUFF011C ert�- a rn - w If pAvmfff-W---yam -may-- 5 40"W - w --W-_w oD.ov --w TC/050 APPRO%0.WTELOCATION BC 4050 OF OW.12'WATER MAIN 4 ` .i 4 j1 f r � ..ti i t 1, y- �� ,f�•�,.: y -. ,t- _ \� t - �. A M r 5�• � }�� .'�' f `mil i� j• � ... - ♦ .�-, .�-, TT;� may/ Je 0' .'tip '_ :a � s �`,` +� ��'� �.:' .• 'r'. ' ' ,� ;�' •�. 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F 4 y tom. `..•- 4MV Pip.,• ., i • i , , wr♦L 7 ' IL JL Of IF i3�t �► y /�� / ��1'^� - � ._ - ^..._...r.�,-� ` ,.fir;•. it . -� � •1 irs � s ti • - + � •` � _ - ' � _� a �_ -'7.tom,_, �,�._ �l •`s r {•_ �• t•"'r � �,r �► y .a+. ' � era..y,. � �•. •� +•.rt �: T ',fit, w+i,* l rf• �4 ' • ow IN-Cll • s ; .,4 y. .44 it t ,♦' - .y`•�` `� r 'I - r�4 •� ' +`a,'° y •y ti � tf� ,ra ,� �. :{• f•`,� i+'p M'4• j ti i it.�!. 11,10 'aye ,y am" . ' .... •M. NO dr far hb 41 4-1 ILI t' !• ' . ,i 'r Asti. � r / ^'•� Y ` y ,R r ." i. • - � . 1 •`�U.. .� � .tit, �..,.Y`� •� '�'�• -.. ♦ ! �' �. a •' ,. '�wryy, �. ,r� ,�: �, -•� a 4T t Y .v or f � � 1• r r ,'\- 1 � , F - Or 5 Is 41 1" • r J � X , � 1 ,. - ,., TOWN O SOUTH OLD PROPERTY RECO�I 1� �) �� ct,+s :� . -7 1 OWNER STREET ='1 ,=a VILLAGE DISZ, LOT ! r� : ' /�.r�'*. d�t�d'r l,..a.• P �.., � ^"' �- J'i J.€=.�'z t^' ``"",r• t, / ¢ •�fi' 1 �i�. r' RMER OV�/NER� , N E ACR. JJ { }r 1 . �kd7lfy! F t t alv7 i &:, 3ti i i ' C CCIEn 7 `�` ��'ILiS 7t9 o'? S W TYPE OF BUILDING ^� SEAS, t VL. } } FARM ' COMM.: CB. MISC. Mkt: Value ' `' C ✓ ' LAND IMP. TOTAL DATE REMARKS 1 _ /' v✓' r .t'v�y„ "a'rA" i ,'i t, s.`" �'<.R[�:v 4 d' is a - r ? 9. N, r zero-1t51 }- �.a k'afsz- R .m .i.9 t 1f^ U �. '�r._ - z F fir;'-7 V " 1! yy „ AGE BUILDING-CONDITION. E . BELOW ABOVE FARM.` Value Value Per Value Acre ..Ilable 1 Tillable 2 ie Tillable 3 m WoodlarEd N Swampland j -a FRONTAGE .ON WATER ` o r / Brusliland FRONTAGE ON 'ROAD J v=z1 j 1• , House Plot I DEPTH, N' BULKHEAD Total DOCK .Y N Re: 705 County Road 48 Project Application t PA Dear Members of the Zoning Board, I would like to thank you for your time and consideration of our application regarding the proposed project at 705 County Road 48.We appreciate the opportunity to address the concerns raised at the recent public hearings and to further outline why this project is both appropriate and beneficial for Southold. Community Concerns While only two neighbors attended to express concerns,we take their feedback seriously. The issues raised primarily involved traffic, safety, and noise. Traffic&Safety We have worked closely with the Department of Public Works, who is prepared to sign off on the project.Accident reports indicate minimal incidents in this immediate area, and the presence of two nearby stoplights combined with excellent visibility make the roadway safe and manageable. Furthermore, our site plan is designed so that all contractors and delivery vehicles can enter and unload within the property rather than on the road,further reducing potential traffic disruption. Noise Our proposal is for primarily indoor use and storage,with operations expected to occur only during normal business hours. Compared to neighboring properties—which include contractor yards conducting outdoor work and a large diesel mechanic shop—our activities will not approach the existing noise levels in the area. Alignment with Town Needs As both applicant and property owner,we want to emphasize the real need for legal and code-compliant space for local businesses in Southold. Currently, there are very limited options for contractors and service providers to operate within the town. Our proposed use is fully permitted under current zoning, consistent with future zoning intentions, and located in a commercial area with strong precedent—not within a residential neighborhood. Site Plan &Compliance We have worked diligently to design a clean,well-maintained, and attractive site that complies fully with town code. Our plan meets or exceeds requirements for drainage, septic, lighting, setbacks, parking, and landscaping. Importantly,we are seeking no variances and are proposing a building density below the maximum allowable under code. Economic& Practical Considerations To be successful,this project requires a certain rentable square footage. Given the high cost of land and construction on the North Fork, reducing the building size would create a financial hardship, making the investment infeasible. While we understand financial returns are not the Board's concern, it is worth noting that our goal is a long-term, sustainable project that benefits the community while remaining economically viable. Commitment to Maintenance We take pride in maintaining our properties to the highest standards. A multi-tenant building requires consistent upkeep, and as landlords,we are committed to ensuring the property remains clean, attractive, and beneficial to both tenants and the broader community. Our past projects demonstrate this commitment. Regulatory Approvals and Submissions Over the past year,we have worked diligently to ensure this project complies with all necessary requirements and have engaged with numerous agencies and boards. We have submitted materials and are nearly approved by the following: -Suffolk County Health Department -Department of Public Works -Stormwater Pollution Prevention Plan (SWPPP) -Suffolk County Water Authority(SCWA), National Grid, and PSEG Additionally,we have met with the Architectural Review Board (ARB),who expressed support for the project.We agreed with and have incorporated all comments they provided.We are also before both the Planning and Zoning Boards as part of the proper review process. highlight these efforts to emphasize that we have worked hard to put together a strong, compliant project that serves the community and meets all required standards. Conclusion We respectfully ask the Board to consider our proposal on its merits: it meets all zoning and code requirements, addresses community concerns, provides much-needed space for local businesses, and is designed to be safe, attractive, and well maintained. Thank you again for your time and careful review of this application. Respectfully submitted, Paul Pawlowski,Applicant& Property Owner Fuentes, Kim V4 sle From: paul pawlowski <paulmpawlowski@gmail.com> Sent: Tuesday, September 16, 2025 12:01 PM To: Fuentes, Kim Attachments: Considerations raised regarding our proposed project and to reaffirm our commitment to meeting both the code requirements and the goals of the Comprehensive Plan.docx; 705 CR 48 Contractors Campus follow up.pdf Hello Kim Please pass this along to the members of the Zoning board Thank you for our time SSA 16 2025 Y Y �OMIIVGgpARD®Fq�pE Regards '�LS Paul Pawlowski 631-445-4348 cell 631-850-5452 fax ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i OFFICE LOCATION: Mr SO MAILING ADDRESS: Town Hall Annex ®� ��I� P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY CA Telephone:631 765-1938 ® �p www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD .. SEP j 6 September 11, 2025 PEALS + SEP 16 2025 Mr. Ronald Kuoppala 63 Village Line Road49! Q�ARI�t� ,q Babylon, NY 11702 . Re: Proposed Site Plan for 705 CR-48 Contractor Campus 705 County Route 48, Mattituck SCTM#1000-113,12-13 Dear Mr. Kuoppala: I am writing as a follow-up to the Work Session held on September 8, 2025 where the Planning Board reviewed the above-referenced Site Plan Application and required the following: 1. Revise Parking and Site Operations: a. Update parking plan to include 60 parking stalls for the proposed contractor use per§280-78. Please note that the proposed parking in the front yard may be land banked so that the stalls can be activated and paved in the future as additional parking spaces are needed. b. The following items must be included as notations on the site plan: i. Direct all deliveries and contractor activity on-site; prohibit use of public right-of-way for loading, parking, or standing. ii. Prohibit outdoor storage of materials or equipment. iii. Conduct all business-related activities indoors to minimize noise and disturbances. 2. Revise Landscaping Plan: a. Revise the planting plan to use only native, drought-tolerant species per Southold Town Planning Board specifications. Utilize a low maintenance vegetation plan to reduce irrigation needs. 705 CR-48 Contractor Campus September 11, 2025 b. Enhance vegetated buffers along residential and parkland boundaries with supplemental evergreen plantings where existing vegetation is sparse. Ensure year-round screening,particularly during winter months, to protect scenic views and neighboring property values. c. Install noise-attenuating fencing along the boundary lines adjacent to residentially zoned parcels. d. Utilize interior fencing around parking and paved areas to prevent encroachment of materials and activity into vegetated buffers. e., Ensure that any proposed land banked parking in front yard area is well .. screened from the road. f. The,following best management practices are required in all landscaped areas and must be noted on the Landscape Plan: J. Require the use of native, drought-tolerant plants in landscaping; ii. Require only the use of organic fertilizers where the water-soluble nitrogen is no.more than 20% of the total nitrogen in the mixture; iii. Require a maximum of 1 lb. of nitrogen per 1,000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year; iv. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1st and April 1st; v. The use of phosphorus-containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g., 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. 3. Submit Detailed Irrigation Plan: a. Provide a detailed irrigation layout showing all landscaped areas, specifying type and zones. b. Include a watering schedule and smart irrigation controls to optimize efficiency. c. Ensure the system minimizes peak water demand and complies with the Suffolk County Water Authority (SCWA) Water'Conservation Plan. 4. Revise Building Design for Visual Impacts: a. Revise the center windows on the south-facing fagade to be taller per Architectural Review Committee comments. Page 2 of 3 705 CR-48 Contractor Campus September 11, 2025 b. Revise office windows to be rectangular in shape to match south-facing window aesthetic. c. The exterior should be painted a matte white color to reduce glare and visual impact. To facilitate efficient review, it is recommended that a draft electronic site plan (PDF) incorporating all revisions listed above be submitted prior to printing multiple copies. Once finalized, please submit a minimum of seven (7) revised site plans, signed and sealed by the NYS licensed professional preparing the plan. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office at 631-765-1938. Respectfully, Mara Cerezo Planner cc: Paul Pawlowski Page 3of3 705 County Road 48 To the members of the ZoningBoard SEF Z0 GBOA01)OFAPPeAlS Considerations raised regarding our proposed project and to reaffirm our commitment to meeting both the code requirements and the goals of the Comprehensive Plan. Along with current and future zoning. Also attached is a letter from the Planning Board after our last meeting and we the applicant agree with the request and will be submitting and updated site plan showing these changes. Here are some comments based on the considerations raised Parking Our updated parking plan demonstrates that we can easily meet code requirements without making dramatic changes to the site plan. Landscaping, Noise attenuation We will utilize native plant materials that require limited irrigation while providing year-round screening. This includes fencing to help with noise reduction and evergreens to maintain visual appeal through the winter. The landscaping will improve the scenic byway and exceed the required standards. This project will have natural buffers, limited grass and limited irrigation needs Su.ustainability The project will be solar-ready, aligning with sustainability goals. Our proposal not only meets but, in many cases, exceeds code: - Lot coverage is below the required maximum. - Landscaping exceeds required amounts. - Setbacks are more generous than required, with the front yard setback more than double what the code requires. Traffic and Noise The Department of Public Works is prepared to sign off, as the project represents a low-traffic use in a safe location. Noise impact will be minimal since the project is primarily indoors, with the exterior consisting of a clean, well-managed parking area. Building Size Concerns about building size are understandable, but our proposed structures fully comply with code and do not require a variance. On nearly three acres of property, the scale is appropriate. The buildings will not be tall, will be well screened, and will be consistent with the character of nearby properties, including winery to the west and agricultural buildings along Route 48. For what we are proposing ARB seems to be in support and had minimal changes . Again, we are not asking for a variance based on size and by default the size in protected by what we are proposing. This will not look out of place. As landlords, we recognize the importance of making the project viable. Rentable square footage is necessary, but our plan balances viability with compliance and good design. Number of Units We propose five units per building, sized to meet market demand for local contractors—approximately 2,000 square feet each, primarily for storage. This balance makes spaces affordable while meeting the limited business zoning intent of providing small-scale commercial use along the highway corridor. Affordability is important to understand, these are small companies needing affordable space. Smaller the company the less impact, The larger the company the larger the impact. For.example Kolb mechanical if they wanted is a large company with many vehicles probably double what we are proposing would have a greater impact. So please I think it is not valid to say that 10 small companies would have a great impact then say one or two larger companies on this sire . These id very limited opportunities in our town for this sort of use and this is a good location for what we are proposing in terms of traffic, noise and impact While we propose five units, the final number could be fewer depending on demand. There is no code restriction on unit quantity, and when compared to similar properties (such as Wendy's Deli on a much smaller lot), our proposal is consistent. Importantly, the impact of our project is significantly less than what could be developed under code—such as medical or retail uses, which would require far more parking and generate greater traffic. The entire intent of LB is to provide limited business uses along a highway corridor what we are proposing does just that and provided space for contractors that we all use a clean, legal space to conduct business. Approvals and Oversight We have secured approvals or support from.Suffolk County Water, the Department of Public Works, the DEC, and other relevant agencies. As multi- tenant landlords, we are committed to keeping the property clean and well managed, consistent with the high standards at our other sites. Conclusion In short, our proposal: - Meets or exceeds all code requirements. -Aligns with the Comprehensive Plan. - Provides a much-needed, well-managed, low-impact commercial use for the town. We respectfully ask for your support and trust that this project will be an asset to the community. Thank you for your time and.consideration. Paul Pawlowski Fuentes, Kim From: Ellen Talbot <ellentalbot@icloud.com> Sent: Thursday,August 7, 2025 10:11 AM _ To: Fuentes, Kim Cc: Ellen Talbot Subject: [SPAM] - Contractor Campus 705 County Road 48 August 7, 2025 Ellen Talbot PO Box 64 Mattituck, NY 11952 Gully Realty, 405 C.R. 48, Mattituck, NY 11952 AUG 82025 —'OJYJNG8OgRA,OrAPR,�A.1..S Southold Town Zoning Board of Appeals 53095 Main Road, Southold, NY 11971 Attn: Kim Fuentes Kim.fuentes@town.southold.ny.us RE: 705 C.R. 48 Contractor Campus SCTM# 1000-113-12.13 Dear Kim, These comments are to be shared at the August 7, 10:00 am ZBA Hearing regarding the above proposed contractor campus and to be added to the town's file. I am the owner of Gully Realty located at 405 C.R. 48, immediately adjacent to and sharing the western border with the proposed contractor campus for 705 C.R. 48. I am opposed to the number of units proposed for this property and further question the allowance of a contractor campus in the existing zoning. I agree and echo all the points made by Mr. Talbot of 205 C.R. 48 in his letter dated July 24 to the ZBA regarding the issues of congestion that will exist with the proposed size and layout of the buildings, and the proposed number, 10, of individual contractor businesses to be invited to rent on the premises. Each contractor will not only have his or her own fleet of trucks and equipment, employee vehicles and customer vehicles, but will require deliveries and services provided to their sites. The traffic flow of trucks and tractor trailers to service these businesses is a problem as w6'I da, the potential for unloading of t.--ks that could be attempted out on County Road 48. 1 also want to point out that any business starting out by renting one of the proposed units will surely have the goal of success, which will only lead to larger fleets of service trucks and more congestion in the future. I proposed two (2) units be allowed at Ulster Farm, 705 County Road 48. 1 further state I do not want the installation of any utility poles or infrastructure that would hinder access to the entire road frontage of my property. Very truly yours, Ellen Talbot etalbot@optonline.net 631-702-0282 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. z Fuentes, Kim From: Fuentes, Kim Sent: Monday, June 30, 2025 9:07 AM To: Cerezo, Mara; Lanza, Heather; Cummings, Brian A. Cc: Michaelis,Jessica Subject: ZBA Public Hearings for August 7, 2025 Hi, We have scheduled both Strongs West Mill and 705 Main Road for public hearings in August, and are aware that SEQRA review and Planning Board comments are pending. Do you recommend moving these public hearings to September or October. Thank you. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission Town of Southold 631-765-1809 kim asoutholdtownny.gov Location: 54375 Main Road Mail.P.O. Box 1179 Southold, NY 11971 IMPORTANT: All surveys/site plans and architectural/engineered plans submitted to this office shall be dated, signed and sealed. We will only accept revised surveys/site plans and engineered/architectural plans that indicate a revision date, and are signed and sealed by the design professional. I rz Fuentes, Kim From: route48@icloud.com � Sent: Friday,July 25, 2025 1:07 PM To: Fuentes, Kim Cc: Westermann, Caitlin Subject: [SPAM] -Contractor's Campus 705 C.R.48 July 24 2025 From:Thomas Talbot 714 Coxneck Road Mattituck NY 11952 631-655-1557 To: Southold Town Zoning Board of Appeals Kim fuentesCa)town southold ny us Reference: 705 C.R.48 Contractor Campus SCTM# 1000-113-12.13 The proposed development should not be allowed in the Limited Business Zone. Multiple Contractors in a Campus setting is for Industrial Zoning. There are many different types of contractors and that casts a wide net for the types of businesses that would be renting space.The developer stated at the Planning Board hearing that the Contractors would only be working inside of the buildings rented space,this is not the nature of a Contractor they usually need yard space. Contractors have larger trucks&pull utility trailers or dump trailers.They also have machinery such as mowers,telescoping forklifts, regular forklifts, man lifts, hook trucks with dumpsters. They also need plenty of supplies, electrical&plumbing, masonry, fencing, landscaping.This all leads to plenty of congestion Congestion on the site will be a problem, not just with the amount of equipment and material but also with employee parking and deliveries to the individual businesses,which will most likely force those deliveries out onto Route 48. UPS, Federal Express,Amazon deliveries will get in &out, but truck shipment by flatbed or tractor trailer have no room and will use the Moffet Forklift out on the street. Ingress and Egress from the site will be a serious concern due to the configuration of the County Road with multiple traffic lights and no easy turn around near the property. If you're coming from the west you will have to find a place to turn around on Route 48 possibly pulling a trailer. If your leaving the property and want to head east you will have to make the turn around at Cox Neck road or go down Cox Neck road to Westphalia road through residential and come out at the light on Route 48.The two traffic lights just west on Route 48 do not benefit this property and will only add to congestion at this intersection Having a contractor business at this location would be manageable but having 5 or 10, raises serious concerns and should not be approved. Sincerely,Thomas Talbot 1 ATTENTION:This email came from an external source. 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""t t t ', '� +' g t v f! x`t v h_a s } :. { si)L .T a { �, s R p - P h M { t i a .:r.m:...� ..M.,.w;�.rF <a.. a«. .,,..�. .._ .I . .a ,....,w- ?.,c-,xd. ,3..__•-ti'- �.V �_ .tee.« w»..,. _ .. „�s� .. ., .. ,. . ... . heady: _. TOWN OF SOUTHOLDuu��Sc ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK 0�i l C�tlsl:��G.�rn'I�J AFFIDAVIT OF In the Matter of the Application of: POSTING (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK I, residing at_ e!00�' �w New York, being duly sworn, depose and say that: I am the ( Owner or( ) Agent for owner of the subject property On the_ 9 day of (524�! , 20 15 I personally placed the Town's Official Poster on subject property located at: The poster shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall beset back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing of w r/Agent Signature) Sworn to before me this j` Day of �J C—�-��t� , 20 a� (Notary Public) CONNIE D.BUNCH Notary Public;State of New York No.61 BU6185050 Qualified In Suffolk County Commission Expires April 14,2 � The iMfolk Time.5. See Proof on Next Page AFFIDAVIT OF PUBUCATMN The Suffolk Times PO Box 1500, Mattituck, NY 11952 (518) 730-4551 State of Florida, County of Orange, ss: I, Edmar Corachia, of lawful age, being duly sworn upon oath depose and say that I am an agent of Column Software, PBC, duly appointed and authorized agent of the Publisher of The Suffolk Times, a Weekly newspaper of general circulation, printed and published in Mattituck, Suffolk County, New York, designated by the County Clerk of Suffolk County as a newspaper of record;that the publication, a copy of which is attached hereto, was published in the said newspaper on the following dates. Publication Dates: • Oct 30, 2025 Notice ID: tNvXobFRZez277ZwTh09 Notice Name: ZBA Legal Notice November 6, 2025 Publication Fee: $235.15 Edmgr GorAahiq �'I'muw, �� JESSICA GOROONJHOMPSON Agent ? n Notary Public-5tate 11 Floritla [I.1,r1fI��1I.I coP,n,lum a HNJOtese ,+�LYa�Fc EMI— VERIFICATION State of Florida County of Orange Signed or attested before me on this:11/03/2025 Notary Public Notarized remotely online using communication technology via Proof. ZBA Legal Notice November 6, 2025 Page 1 of 3 1\ SUFFOLK COUNTY 1 LEGAL NOTICE LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,NOVEMBER 6,2025 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN,pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning), Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS atthe Town Hall,53095 Main Road,Southold,New York 1 1 971-0959,on THURSDAY,NOVEMBER 6,2025: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Additionally,there will be a link to the Zoom Webinar meeting at http:// southoldtownny.gov/calendar.aspx. 10:00 A.M.-JOHN M.HASLBAUER AND KATHLEEN E.HASLBAUER,AS TRUSTEES-#8049-Request for a Variance from Article XXXVI,Section 280-207 and the Building Inspector's May 22,2025 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at:1)gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area;located at:50 Osprey Nest Road,Greenport,NY. SCTM No.1000-35-6-14. 10:10 A.M.-705 CR 48,LLC,ULSTER FARMS,LLC#8009SE-(Adjourned from August 7,2025,September 4, 2025 and October 2,2025)Request for Special Exception pursuantto Article IX,Code Section 280-41B(2)of the Southold Town Code,and the Building Inspectors February 14,2025 Notice of Disapproval,to allow and construct two buildings to be used for contractor businesses;located at 705 County Road 48,Mattituck,NY. SCTM#1000-113-12-13. 10:20 A.M.-THOMAS SMITH#8011-(Adjourned from May 1,2025)Request for Variances from Article 111, r Section 280-15;Article XXIII,Section 280-124 and the Building Inspector's February 24, 2025,AMENDED March 4,2025,March 13,2025 and September 24,2025 Notice of Disapproval based on an application for a permitto legalize an"as built"demolition(as per Town Code definition)and reconstruct a single family dwelling complying with FEMA regulations;and to construct a second story addition to an existing accessory garage;and to construct an accessory pergola,an outdoor shower,and an accessory hot tub;at 1)single family dwelling located less than the code required minimum rear yard setback of 35 feet 2)more than the code permitted maximum lot coverage of 20%;3)second story addition to the accessory garage located in other than the code permitted rear yard;4)accessory pergola located in other than the code permitted rear yard;5)outdoor shower located in other than the code permitted rear yard;6)accessory hot tub located in other than the code permitted rear yard;located at 3121 Oaklawn Avenue,(adj.to Jockey Creek)Southold,NY. SCTM No.1000-70-6-10. 10:30 A.M.-HENRY H.BOSTIC III AND AMBRIEL FLOYD BOSTIC#8055-Request for a Reversal of the Building Inspectors June 11,2025 Notice of Disapproval,pursuant to Article III,Section 280-13C and based upon an application for a permit to construct an accessory garage containing an artist studio;at:1)the proposed use in the accessory building is not a permitted accessory use;located at 5305 Narrow River Road,Orient, NY SCTM No.1000-27-2-2.3. 10:40 A.M. -ROWSOM,ANDREA FAGAN IRRV.TRUST#8050-Request for a Variance from Article III, Section 280-15 and the Building Inspector's July 10,2025 Notice of Disapproval based on an application for a permitto legalize an"as built"accessory in-ground swimming pool and an"as built"accessory shed with an attached deck;at:1)both structures are located in an area other than the code required rear yard; located at:825 Munn Lane,Orient,NY. SCTM No.1000-17-2-7.1. 10:50 A.M.-JACLYN COSTANTINO AND ANDREW CHARRON#8052-Request for a Variance from Article III, Section 280-15 and the Building Inspector's May 27,2025 Notice of Disapproval based on an application for a permit to construct an accessory swimming pool;1)located in other than the code permitted rear yard; located at:155 Manor Road,East Marion, NY. SCTM No.1000-38-4-5.1. 11:00 A.M.-MICHAEL LIEGEY/TOWN CREEK REAL ESTATE,INC.#8069-Request for a Variance from Article 111,Section 280-15 and the Building Inspector's July 11,2025 Notice of Disapproval based on an application for a permit to legalize an"as built"accessory swimming pool;at:1)located in other than the code permitted rear yard;located at 480 Ackerly Pond Lane,Southold,NY. SCTM No.1000-69-3-13. 1:00 P.M.-SEAN R.MCCOYD#8056-Request for Variances from Article Ili,Section 280-15;Article XXIII, Section 280-124;and the Building Inspector's June 27,2025 Notice of Disapproval based on an application for a permitto demolish an existing dwelling and construct a single family dwelling and an accessory garage;at: 1)dwelling is located less than the code required minimum front yard setback of 35 feet;2) accessory garage is located in other than the code permitted rear yard;located at:3360 Minnehaha Blvd. (Adj.to Corey Creek),Southold,NY. SCTM No.1000-87-3-66.4. 1:10 P.M.-ROBERT AND NANCY BERTORELLO-#8057-Request for Variances from Article 111,Section 280- 15;and the Building Inspector's July 2,2025 Notice of Disapproval based on an application for a permitto construct an accessory garage and to legalize an existing shed;at:1)accessory garage is located in other than the code permitted rear yard;2)accessory shed is located in other than the code permitted rear yard; located at:1800 Country Club Drive,Cutchogue,NY. SCTM No.1000-109-3-2.18. 1:20 P.M.-ISAAC ISRAEL AND STEPHANIE ISRAEL#8051 -Request fora Variance from Article XXIII, Section 280-124 and the Building Inspector's July 10,2025 Notice of Disapproval based on an application for a permitto demolish,by Southold Town definition,an existing single family dwelling and construct a new single family dwelling;at:1)less than the code required minimum rear yard setback of 50 feet;located at 300 Private Road#4,(Diachun Road) Laurel,NY. SCTM No. 1000-127-8-17.4. 1:30 P.M.-615 PIKE STREET,LLC-#8035SE-Request for a Special Exception pursuant to Article X,Section 280-45B(9)of the Southold Town Code,and the Building Inspectors May 7,2025 Notice of Disapproval,to construct a one story commercial building with four(4)retail/takeout units and basement storage;located at 615 Pike Street,Mattituck, NY.SCTM No.1000-140-2-21. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing.and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Application Files are available for review on The Town's Weblink/Laserfiche under Zoning ZBA Legal Notice November 6, 2025 Page 2 of 3 d Board of Appeals(ZBA)\Board Actions\Pending. Link: I)ttp://24.38.28.228/1Neb Lin k/Browse.aspx?id=935072&dbid=0&repo=TownOfSOL[thold Please note the last date to submit written comments to this office will be the Friday prior to the public hearing. Afterwards,documents will not be accepted by this office,but can be submitted to the Board Members during the public hearing. If you have questions,please telephone our office at(631)765-1809,or by email:kimftssoutholdtownny.gov. Dated: October 16,2025 LESLIE KANES WEISMAN,CHAIRPERSON ZONING BOARD OF APPEALS By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold, NY 11971-0959 ZBA Legal Notice November 6, 2025 Page 3 of 3 '�+I T1 '�; h ter The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBINAR - Follow link - httpm.//southo Idtown ny.9o; v/ca I end ar.aspx 1 AwiE : 705 CR 48 , LLC/ULSTER FARMS , LLC #8009SE SCTM # m. I 000= 1 1 3= 1 2= 1 3 ` `AR1ANCE: SPECIAL EXCEPTION 1 ,EQUESTmE CONSTRUCT TWO (2) BUILDINGS TO BE USED FOR CONTRACTOR BUSINESSES CATEN THURS . , NOV. 6,- 2025 10: 10AM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 ` SU FQ4� -_ Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 Southold, New York 11971-0959 Fax(631) 765-9064 _01 �, �r ZONING BOAR D OF APPEALS DATE: October 6, 2025 �`- RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; The November 6, 2025 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. :Below, please see instructions required to prepare.for the ZBA public hearing which includes: PLEASE READ CAREFULLY. 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing, to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posfinsz should be done no later than October 30, 2025. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property. If a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by October 30,2025,verifying that you have properly mailed and posted. Please attach a photograph of the posting on your property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. MAILING INSTRUCTIONS: Please send by USPS Certified Mail, Return Receipt the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. Instructions for ZBA Public Hearing Page 2 Please mail documents to the legal mailing address. (as on file with Southold Town Assessors Office) Mailing to be done by October 20, 2025. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should'include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimf@southoldtownny.gov or elizabeth.sakarellos(a�town.southold.ny.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Surveyor Site Plan depicting "as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors>Assessment Books/Tax Rolls> https://southoldtownny.gov/D'bcumentCenter/View/11008/tentro112025-1 DIPORTANT INSTRUCTIONS:. (Scan and email the USES mailing receipts, green signature./cards and aff davits to kimf(cr7southoldtownny:gov, and * PROMPTLY USP5 MAIL** the ORIGINALS to the Town of Southold,.ZBA,P O. B:djt 11°79,AS'-athold, NYM 11971. f Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter SS of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. ***PLEASE NOTE*** : THE LAST DAY TO SUBMIT WRITTEN_ DOCUMENTS TO THIS OFFICE FOR THE BOARD MEMBERS WILL BE THE FRIDAY PRIOR TO THE PUBLIC HEARING. AFTER THAT, NO DOCUMENTS WILL BE ACCEPTED BY THE OFFICE BUT CAN BE SUBMITTED TO THE BOARD MEMBERS AT THE PUBLIC HEARING. Kim E. Fuentes—Board Assistant TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK L-LII✓ AFFIDAVIT OF In the Matter of the Application of- POSTING ms 70 C� (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK I fit/!�� residing at XIA New York, being duly sworn, depose and say that: I am the (�er or ( ) Agent for owner of the subject property On the _day of , 202- �I personally placed the Town's Official Poster on subject property located at: --7t?!S- The poster shall be prominently displayed on the premises facing each public or private street which uz the application or petition abuts, giving notice of the application or the property involved petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall beset back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing of 0 C7 Z (OwnerlAgent Signature) Sworn to before me this f5J Day of 9k&lf 6cr- 20 0� 5 (Notary Pdic)� T^AvEY L. DWYEFI NOTARY PUBLIC,STATE OF NEW YORK.._ NO.01 DW6306900 00_*LIFTED IN SUFFOLK COUNTY GOMMSSION EXPIRES JUNE 30,2Q2�9 SUFFOLK COUNTY LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,OCTOBER 2,2025 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning), Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road,Southold,New York 11971-0959,on THURSDAY,OCTOBER 2, 2025: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Additionally,there will be a link to the Zoom Webinar meeting at httpJ/ southoldtownny.gov/calendar.aspx. 10:00 A.M.-DONALD H. LASKEY,III-#8040SE-Applicant requests a Special Exception under Article III, Section 280-13B(13). The Applicant is owner of the subject property requesting authorization to legalize/ establish an Accessory Apartment in an existing accessory structure;at 855 Horton Avenue,Mattituck, NY. SCTM#1000-141-1-24.1. 10:10 A.M.-SCOTT AND GERARDA BOGER-#8058-Request for a Variance from Article XXIII,Section 280- 124;Article XXXVI,Section 207;Article XXIII,Section 280-124 and the Building Inspector's August 10,2025 Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool;at:1)more than the code permitted maximum lot coverage of 20%;located at:130 Sunset Lane, Greenport,NY. SCTM No.1000-33-4-69. 1020 A.M.-1460 THE STRAND,LLC,DEMETRIOS AND VASILLIA ZIOZA,MEMBERS-#8042-Request for Variances from Article XXII,Section 280-116A(1)and the Building Inspector's June 18,2025 Notice of Disapproval based on an application for a permit to construct a swimming pool attached to an existing single family dwelling and to legalize three(3)as built accessory decks;at:1)swimming pool located less than the code required 100 feet from the top of the bluff-,2)three accessory decks seaward of the top of the bluff;located at:1460 the Strand,(Adj.to Long Island Sound)East Marion,NY. SCTM No.1000-30-2-66. 10:40 A.M.-RANDOLF J.POLYN/ANDREA AND ANGELO PROVVISIERO #8044-Request for a Waiver of Merger petition under Article II,Section 280-10A,to unmerge land identified as SCTM No. 1000-107-2- 6 which has merged with SCTM No. 1000-107-2-5,based on the Building Inspector's May 1,2025,Notice of Disapproval;which states that a non-conforming lot shall merge with an adjacent conforming or non- conforming lot held in common ownership with the first lot at any time after July 1,1983 and that non- conforming lots shall merge until the total lot size conforms to the current bulk schedule requirements (minimum 40,000 sq.ft.in the R-40 Residential Zoning District);located at 2900 Grand Avenue and 3000 Grand Avenue,Mattituck,NY.SCTM Nos.1000-107-2-5 and 1000-107-2-6. 10:50 A.M.-WILLIAM TODD JEFFCOAT AND STEPHANIE DESIREE VISCEGLIA-#8046-Request for Variances from Article XXIII,Section 280-124;Article XXXVI,Section 207;Article XXXVI,Section 280-208 and the Building Inspector's April 28,2025 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at:1)less than the code required minimum side yard setback of 10 feet;2)gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area;3)the construction exceeds the permitted sky plane as defined in Article I,Section 280-4 of the Town Code;located at:50 Rochelle Place,Mattituck,NY. SCTM No. 1000-144-5-1. 11:00 AM.-ANDREW BROOKS-#8045-Request for a Variance from Article IV,Section 280-18 and the Building Inspector's March 24,2025,AMENDED May 29,2025 Notice of Disapproval based on an application for a permitto construct an addition to an existing single family dwelling;at:1)located less than the code required minimum front yard setback of 50 feet;located at:373 Broadwaters Road,Cutchogue,NY. SCTM No.1000-104-12-6.3. 1:00 P.M.-GREGORY WHITE-#8047-Request for Variances from Article IV,Section 280-18;Article XXXVI, Section 280-208;and the Building Inspector's May 14,2025 Notice of Disapproval based on an application for a permit to construct first and second story additions to an existing single family dwelling;at:1)located less than the code required minimum front yard setback of 35 feet;2)located less than the code required minimum side yard setback of 10 feet;3)located less than the code required minimum combined side yard setback of 25 feet;4)the construction exceeds the permitted sky plane as defined in Article I,Section 280-4 of the Town Code located at:550 Locust Lane,Southold,NY. SCTM No.1000-62-3-31. 1:20P.M.-STRONG'S WEST MILL,LLC#8027-(Adjourned from August 7,2025)Request for an Interpretation under Chapter 280-Bulk Schedule for Business,Office and Industrial Districts;Article I, Section 280-4;Article Xlll,Section.280-56,;and the Building Inspector's May 6,2025 Notice of Disapproval based on an application for a permit to construct a boat storage building;1)Height of building as it relates to a boat storage building;located at:3430 Mill Road,Mattituck,(Adj.to Mattituck Creek),NY. SCTM No. 1000-106-6-13.4.. 1:30 P.M.-705 CR 48,LLC,ULSTER FARMS,LLC#8009SE-(Adjourned from August 7,2025 and September 4,2025)Request for Special Exception pursuant to Article IX,Code Section 280-41 B(2)of the Southold Town Cade,and the Building Inspectors February 14,2025 Notice of Disapproval,to allow and construct two buildings to be used for contractor businesses;located at 705 County Road 48,Mattituck, NY.SCTM#1000- 113-12-13. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing. Each hearing vAll not start earlier than designated above. Application Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Action s\Pending. Link: httpJ/24.38.28.228/Web Li nk/Browse.aspx?id=935072&dbid=0&repo=Town0fSouthold Please note the last date to submit written comments to this office will be the Friday prior to the public hearing. Afterwards,documents will not be accepted by this office,but can be submitted to the Board Members during the public hearing. If you have questions,please telephone our office at(631)765-1809,or by email:kimf@southoldtownny.gov. October 2, 2025 ZBA Legal Notice Page 2 of 3 The buffolk Timm. See Proof on Next Page AFFIDAVIT OF PUBLICATION The Suffolk Times PO Box 1500, Mattituck, NY 11952 (518) 730-4551 State of Florida, County of Orange, ss: I, Edmar Corachia, of lawful age, being duly sworn upon oath depose and say that I am an agent of Column Software, PBC, duly appointed and authorized agent of the Publisher of The Suffolk Times, a Weekly newspaper of general circulation, printed and published in Mattituck, Suffolk County, New York, designated by the County Clerk of Suffolk County as a newspaper of record;that the publication, a copy of which is attached hereto,was published in the said newspaper on the following dates. Publication Dates: • Sep 25, 2025 Notice ID: 4tP3XLvMJwuUOvwWQ5e9 Notice Name: October 2, 2025 ZBA Legal Notice Publication Fee: $221.58 ti4rmr GorAchia Agent PAMEL A BAEZ Notary Public-State of Florida VERIFICATIONa/ commission HH 185700 a, State of Florida Expires on October 14,2025 County of Orange Signed or attested before me on this:09/26/2025 Notary Public Notarized remotely online using communication technology via Proof. October 2, 2025 ZBA Legal Notice Page 1 of 3 ZONING BOARD OF APPEALS Dated: September 18,2025 LESLIE KANES WEISMAN,CHAIRPERSON By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold,NY 1 1 971-0959 October 2, 2025 ZBA Legal Notice Page 3 of 3 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK 600q se AFFIDAVIT OF In the Matter of the Application of: POSTING (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK 1, residing at New York, being duly sworn, depose and say that: I am the ( Owner or ( ) Agent for owner of the subject property On the�� day of A , 20?5',-I personally placed the Town's Official Poster on subject property located at: 7-a 6�2 7 The poster shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall beset back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing of (Own Agent Signature) Sworn to before me this Day of 20 a (Notary Public CON IE D.BUNCH Notary Public,State of New York No.01BU6185050 Qualified in suffoik County Commission Expires April 14,2 a% NoTl � E otm H1:A , ',,1No The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBINAR - Follow link - httpm.//southoIdtownny.gov/caIendar.aspx NAME : 705 CR 48 , LLC/ULSTER FARMS , LLC #8009SE SCTM #: 1000 113 12 1 3 ' VARIANCE: SPECIAL EXCEPTION REQUEST: CONSTRUCT TWO (2) BUILDINGS TO BE USED FOR CONTRACTOR BUSINESSES EATEE THURS . , OCT. 29 2025 1 :30 PM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 ZZ Southold,New York 11971-0959 L � Fax(631) 765-9064 ZONING BOARD OF APPEALS DATE: September 2, 2025 RE: INSTRUCTIONS FOR-PUBLIC HEARING Dear Applicant; The October 2, 2025 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. Below, please see uistructions required-to prepare for the ZBA public hearing which includes: PLEASE;READ C�AREI`U'L'LY �T (: ' 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing, to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than September 24, 2025. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged, please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property. If a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by September 24, 2025, verifying that you have properly mailed and posted. Please attach a photograph of the posting on your Property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. MAILING INSTRUCTIONS: Please send by USPS Certife&'Mail; `Return"'Receipt the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. Instructions for ZBA Public Hearing Page 2 Please mail documents to the legal mailing address. (as;on file with Southold Town Assessors Office) Mailing to be done by September 15;2025. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff, they may telephone 631-765-1809 or email us at kimf@southoldtownny_gov or elizabeth.sakarellosgtown.southold.ny.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting"as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also, the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold> Assessors> Assessment Books/Tax Rolls> https://southoldtownny.gov/DocumentCenter/View/11008/tentroII2025-1 77 IMPORTANT ;a INSTRUCTIONS. f iScan andemailthe iTSP. ma> g rece�p , gre5,�,,en,signatu.re cards and aff davits to kimf(a7southoTdtownny �oxr, and PROMP.TLYUSPS s;thejORIGINA:"S'to the-TownS'outhold;�Z�BA;;�PU` Bog 1�17�9,�Soutlzold NY1��197�1� ,t�-�� ..'� r Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter SS of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason,you are unable to prepare for your public hearing as instructed, please let us know. *"PLEASE.NOTE*** :.THE LAST DAY-TO_SUBMIT_MrRITTEN DOCUMENTS TO IBIS OFFICE FOR THE BOARD MEMBERS WALL BE THE FRIDAY PRIOR TO. TBE PUBLIC HEARING-AFTER'THAT,;NO_DOCi7MENT8 WILL JBE.ACCEPTED BYTHE.OFFICE BUT CAN BE.SUBMITTED-TO THE BOARD MEMBERS AT THE PUB1JQHEARING Kim E. Fuentes—Board Assistant i, is, SUFFOLK COUNTY J LEGAL NOTICE l SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,SEPTEMBER 4,2025 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning),Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road,Southold,New York 1 1 971-0959,on T_,8_UEi$QAY SEpTEMBER4.2Q25: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Additionally,there will be a link to the Zoom Webinar meeting at http:// southoldtownny.gov/calendanaspx. 10 00 A.M._Q.JSG PFtQPEFiT1ES LI C= 8032 -Request for Variances from Article III,Section 280-13C;Article III,Section 280-15;and the Building Inspector's April 28,2025 Notice of Disapproval based on an application for a permit to construct.an accessory artist studio structure;at 1)located in area other than the code required rear yard;2)the proposed use in the accessory building is not a permitted accessory use;located at:38015 Route 25,Orient,NY.SCTM No. 1000-15-2-15.7. 10:10 A.M. -MARIA POUBOURIDIS TRUSTEE#8043 -Request for an Interpretation of Article III,Section 280-13A and Building Inspector's April 10,2025 Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition)and reconstruct an existing cottage;at 1)determine the Town Code definition of demolition as it pertains to non-permitted reconstruction of a cottage; located at:2720 Sigsbee Road,Mattituck,NY.SCTM No.1000-125-5- 13. 1Or10-A.M.=MASIA-EOJJB-OUBiDJS_TR.USTEE.N8034--Request for Reversal of the Building Inspector's April 10,2025 Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition)and reconstruct an existing cottage;at 1) cottage not a permitted use;located at:2720 Sigsbee Road,Mattituck, NY.SCTM No.1000-126-5-13. 10:2QA.M,-ANTHOIJ_Y-J_ANO_JOANNJE COLLETTA-Jt8.033--Request for Variances from Article XXIII,Section 280-124;Article XXXVI, Section 280-207A(b);and the Building Inspector's May 28,2025 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at 1) less than the code required minimum front yard setback of 40 feet;2) gross floor area exceeding permitted maximum square footage for lot containing up to 40,000 square feet in area;located at:1657 Meadow Beach Lane,(Adj.to Halls Creek)Mattituck,NY.SCTM No.1000-116- 4-15. 10.40 A M CINCHSURE LLC HOWARD M.BOVILLE.MEMBER#8039 -Request for Variances from Article III,Section 280-15;Article XXII, Section 280-104C(1);and the Building Inspector's May 13,2025 Notice of Disapproval based on an application for a permitto legalize"as built"accessory pergola,shed and patio;at 1)both"as built"shed and pergola are less than the code required minimum side yard setback of 15 feet;2)"as built" patio is projected less than four feet of a property line;located at:1025 Great Peconic Bay Blvd,Laurel,NY.SCTM No. 1000-129-1-5.2. 1:00 P.M.-YASMINE LEGENDRE AND COREY WORCESTER#8036 -Request for a Variance from Article III,Section 280-15;and the Building Inspector's May 21,2025 Notice of Disapproval based on an application for a permit to construct a two story garage accessory to an existing single family dwelling;1)located in other than the code permitted rear yard;located at:4355 Aldrich Lane Ext.,(Adj.to the Long Island Sound)Mattituck,NY.SCTM No.1000-112-1-13. 1;10_P,M._c_WILLIAM T_._AND ERICA L_WHITMIRE#8037—Request for Variances from Article III,Section 280-15;Article XXIII,Section 280- 124;and the Building Inspector's May 30,2025 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling and to legalize"as built"accessory shed;at 1) proposed construction is less than the code required minimum rear yard setback of 50 feet;2)"as built"shed is less than the code required minimum rear yard setback of 10 feet; located at:960 Marratooka Road,Mattituck,NY.SCTM No.1000-115- 9-8.1. 1:20.P.M.__705 Cl3 48,LLC.,.ULSTE$_FARMS,LLC#8Q09SE,- (Adjourned from August 7,2025)Request for Special Exception pursuant to Article IX,Code Section 260-41 B(2)of the Southold Town Code,and the Building Inspectors February 14,2025 Notice of Disapproval,to allow and construct two buildings to be used for September 4, 2025 ZBA Legal Notice Page 2 of 3 contractor businesses;located at 705 County Road 48,Mattituck,NY. SCTMN1000-113-12-13. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing.Each hearing will not start earlier than designated above.Application Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\ Board Actions\Pending.Link: http://24.38.28.228/VVebUnk/Browse. aspx?id=935072&d bid=0&repo=TownOfSouthold Please note the last date to submit written comments to this office will be the Friday prior to the public hearing.Afterwards,documents will not be accepted by this office,but can be submitted to the Board Members during the public hearing. If you have questions,please telephone our office at(631)765-1809,or by email:kimf@southoldtownny.gov. Dated: August 21,2025 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIRPERSON By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold,NY1 1 971-0959 September 4, 2025 ZBA Legal Notice Page 3 of 3 Tfje6uffoYk Timm See Proof on Next Page AFFIDAVIT OF PUBLICATION The Suffolk Times PO Box 1500, Mattituck, NY 11952 (518) 730-4551 State of Florida, County of Broward, ss: I,Anjana Bhadoriya, of lawful age, being duly sworn upon oath depose and say that I am an agent of Column Software, PBC, duly appointed and authorized agent of the Publisher of The Suffolk Times, a Weekly newspaper of general circulation, printed and published in Mattituck, Suffolk County, New York, designated by the County Clerk of Suffolk County as a newspaper of record;that the publication, a copy of which is attached hereto, was published in the said newspaper on the following dates. Publication Dates: • Aug 28, 2025 Notice ID: shmHY6PfUked6gtO5HIQ Notice Name: September 4, 2025 ZBA Legal Notice Publication Fee: $179.99 jatia 8(+adorya Agent ( NwuvPtlicp'Sa ulFb E E.ovea �ma VERIFICATION State of Florida County of Broward Signed or attested before me on this: 09/04/2025 -�A &A- Notary Public Notarized remotely online using communication technology via Proof. September 4, 2025 ZBA Legal Notice Page 1 of 3 Westermann, Donna From: paul pawlowski <paulmpawlowski@gmail.com> Sent: Monday,August 11, 2025 2:44 PM To: Westermann, Donna Cc: Sakarellos, Elizabeth; Fuentes, Kim Subject: Re:705 CR 48 LLC -ZBA application #8009SE Ok thanks On Aug 11, 2025, at 2:41 PM,Westermann, Donna <donnaw@town.southold.ny.us>wrote: Hi Paul, Your public hearing from August 7, 2025 was adjourned to September 4, 2025. 1 have a sign to post and an affidavit ready for you to pick up. (Certified mailings are not required). I will leave this in our drop box with your architect's name on it. (Ronald Kuoppala). Posting needs to be completed by August 28, 2025. Thank you, Donna DowVVa Westerman vu Z,mL% Board of Appeals TOWw of southoLd P.D. Box 11,9 soLctl Odd, NY i197�L (C,3:L) ;fC-,5-:L809 1 Town Hall Annex, 54375 NYS Route 25 i+ P.O.Box 1179 Southold, New York 11971-0959 Fax(631) 765-9064 r ZONING BOARD OF APPEALS Past 5LTf�- DATE: August 4, 2025 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; The September 4, 2025 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. Below; please see instructions :required to prepare, for the ZBA public hearing which includes: PLEASE READ CAREFULLY. 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing, to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than August 28, 2025. To avoid weather damage to your sign please affix it to a sturdy surface such as Plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property if a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing will be adiourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by August 28,2025, verifying that you have properly mailed and posted. Please attach a photograph of the posting on your Property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. MAILING INSTRUCTIONS: Please send by LISPS Certified Mail, Return Receipt the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. �r Instructions for ZBA Public Hearing Page 2 Please mail documents to the legal mailing address. (as on file with Southold Town Assessors Office) Mailing to be done by August 18, 2025. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimf@southoldtoLAM..gov_or elizabeth.sakarellos@,town.southold.Liy.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting "as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors>Assessment Books/Tax Rolls> https://southoldtownnV.gov/DocumentCenter/View/11008/tentro112025-1 YWORTANT INSTRUCTIONS: Scan and email the USPS mailing receipts, green signature cards and affidavits to kim ,Lsoutholdtownny gov;and ** PROIVIP�TLY USPS MAIL** the"ORIGINALS to 6 :t- Y fit: .•,nt Est rs&.Ja x .. rs:r .,•r'r.° r -.`'s �;, n . ;. , Ithe Town of Southold,ZBA,P:O. Box 11794 Southold, NY 11971.; Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. ***PLEASE NOTE*** : THE LAST DAY TO SUBMIT WRITTEN DOCUMENTS TO THIS OFFICE FOR THE BOARD MEMBERS WILL BE THE FRIDAY PRIOR TO THE PUBLIC HEARING. AFTER THAT, NO DOCUMENTS WILL BE ACCEPTED BY THE OFFICE BUT CAN BE SUBMITTED TO THE BOARD MEMBERS AT THE PUBLIC HEARING. Kim E. Fuentes—Board Assistant H The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBINAR - Follow pink - httpm.//southoldtownny.gov/caIendar.aspx FAME : 705 CR 48 , LLC/ULSTER FARMS , LLC #8009SE SCTM #: 1000 1 3 12= 1 3 ' -L 'ARIANCE: SPECIAL EXCEPTION REQUEST: CONSTRUCT TWA (2) BUILDINGS TO BE USED FOR CONTRACTOR BUSINESSES EATEE THURS . , SEP . 41 2025 1M20 PM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 TOWN OF SOUTHOLD l�6Grs ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS (Name of Applicant/Owner) 05 Gee0-17 TL* SCTM No. 1000- (Address of Property) (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, ( ) Owner, (-K Agent lXer W�.� �.•�•(�V P residing at 6►17 NI I t- G '. U L—S 6 �'�,A�''n� New York, being duly sworn, deposes and says that: On the Tom. h- ' day of '��"'� , 20%<, I personally mailedrat the United States Post Office in 'b^%"-t New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the (Assessors, or ( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. (Signature) Swo to before e this PATRICIA AA STEEN of 01 , 20 •State of New York1ST6390190 in Suffolk County) —a�� n Expires Apr 8,2627 S� (Notary Public) PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next . to the owner names and addresses for which notices were mailed. 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I � �-•- r' []Adult Signature Required $ . _. �,, Ln ❑Adult Signature Restricted Delivery 7 R ❑Adult Signature Restricted Delivery rr'er^n,r— f �i Postage w1°'!� ,rp J J O G \� O Postage 1°!.1' oar} =j < �7 rl T tal P•gs;aga and Faes I�I$T ' rl Total Postage and Fees (;(�r1�J� 7)y'�c f� p Q $ ° Er Sent To�■ riA�P�7 �%—�o�"f San Tt�c QR 1 c 1 C�( 3trietarid "!pt.No r ---------------------------------------------------- Ir 43 S117 treet pt.No. or('6 Box o. Ir City State, - --A Z e�. o"rho- `--- 'i ► u. «, - Ln V :II 1 11 111•I• NMI 11"M RONALD KUOPPALA LETTER OF TRANSMITTAL ARCHITECT P L L C 63 Village Line Road Babylon, NY 11702 516-848-0932 Date: 07-29-2025 To: Kim E. Fuentes Re: New Steel Buildings Town of Southold ZBA 705 County Road 48 P.O. Box 1179 Mattituck, NY Southold, NY 11971 WE ARE SENDING YOU ATTACHED THE FOLLOWING ITEMS: Affidavits, Picture of Posting and Receipts of Certified Mailings THESE ARE SUBMITTED FOR YOUR USE REMARKS: SIGNED: RONALD KUOPPALA, RA 1 ulh. COMPLETE� COMPLET157FUS SECTIONON DELIVERY ■ Complete items 1,2,'and`3. ' A. Signature ■ Pri X nt our name and address on the reverse El Agent / so that we can return the card to you. El Addressee ■ Attach this card to the back of the mailpiece, I . RAec iv�endoby(P-rinf�e/d� m C.Date of Delivery or on the front if space permits. 1. Article Addressed to: `D. Is deliVo--I ddress different from item 1? ❑Yes If Y%,enter delivery address below: ❑No c a-Ir-�.T�eAL N7 <t R S II!Ililll I'I lil I fIl'll I III III III II I II I II li III 3. Service Type ❑Priority Mail Express® I ❑Adult Signature ❑Registered MaiITM P.Adult Signature Restricted Delivery ❑Registered Mail Restricted- Nertified Mails Delivery I 9590 9402 9300 4295 6327 15 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation ❑Collect on Delivery Restricted Delivery Restricted Delivery m, 2. Article Number(Transfer fro service label): ;Tied Mail 9589 ` 071� `527a 'pp41'`5437 16_^'i rred $5 0)ilRestriotedDelivery= PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt SECTIONCOMPLETE THIS SECTION ON DELIVERY MPLETE THIS A. Si nature f ms 1,2,and 3. ❑Agent rl your name and address on the reverse X ❑Addressee i a that we can return the card to you. aRecei ed by(Printed 111 e) C.Date of elivery attach this card to the back of the mailpiece, � ai )r on the front if space permits. D. article Addressed to: Is delivery address different from item 1 ❑ es p If YES,enter delivery address below: p ❑No Wks% 3. Service Type ❑Priority.Mad Express ❑Adult Signature El Registers Ma, r I dult Signature Restricted Delivery ❑Registered Mail Restricte- �I Certified Mail® Delivery lilt Certified Mail Restricted Delivery ❑Signature CopfirmaticnT"' 9`bvu t ❑Collect on Delivery ❑Signature Connfirmation ❑Collect on Delivery Restricted Delivery Restricted Delivery Article Number(Transfer from seNice raw — ed Mail- ; i ; ; r ' 4,9 589 0 71 5 2 7 0 0 0 4.1.°5 5.74 16 ed al Restricted Deligery ; ' $500) Domestic Return Receipt PS Form 3811,57y 2020 PSN 7530-02 000 9053 �.. / li /o �TOWN OF SOUTHOLD ' r � '�`' -f` farmS RD ZONING BOA OF APPEALS Q� CA` 1 / L SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: POSTING -J o 5 em 4 9, (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK I �a"o►-k-e-3 1t...io h PO,CI%- residing at , New York, being duly sworn, depose and say that: I am the ( ) Owner or (XAgent for owner of the subject property On the 'L day of 2076!� 1 personally placed the Town's Official Poster on subject property located at: �ss� G•...r"t''� �U �f�� Ju,WcZ'7� T�c6L.► �� The poster shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition,the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing of Z.a OL V (Owner/Agent Signature) Sworn to before me this Day of , 20 -- - -- - - - - - PATRICIA A STEEN (Notary Public) Notary Public lic-State of New York Qualified in Suffolk County My Commission Expires Apr 8,2027 m `^ soot11n3 'f 1'YLn 'R1 rq Certified Mall Fee a c 7ia: � (�j = $ l- I II I 11 VVV"' O EXtra Services &Fees(check box,add fee gpp (�@te) j C3 ❑Rehun Receipt(-d-py) $ ,)u i i , ❑Renm Receipt(etectronic) $ 141171.I it I st a �p�tmark ❑Cartiffed ManRwWdedDeVery $ Qrlr Hera P- Adult SgaNe Requlmd $ �re �•- ❑Adult Signature Restricted Dellvery$Ln Postage � . Tom!Pig®and Fear �p Sent ToEr --------- - --------------- ------------------- Cp u61treet and Apt No,cr P�Box No. Lr, Z --------------------------------------------- D City Stao Liz oc��1 r . � COMPLETE THIS SECTION. DELIVERY omplete items 1,2,and 3. A. signature W/// ❑Agent ■ Print your name and address on the reverse XMA El Addressee so that we can return the card to you. ■ Attach this card to the back of the mailpiece, B. Received�ny Pnnfed.ame) C. Date of Delivery ; or on the front if space permits. V 1. Article Addressed to: D. Is delivery address different from em 1? Yes If YES,enter delivery address below: ❑No 3. Service Type"".;'„ r ? ❑Priority Mail Expresso II I IIIIII IIII III I III III I III III II I IIII II I I II III ❑Adult Signature a,4' � r, ❑Registered MallTM dult Signature Restrst icte`dDeli ❑ Rvery Registered Mail estrir ertifled Mai Delivery 9590 9402 9300 4295 6390 28 Certified Mail Restricted Delivery ❑Signature Confirmatio ❑Collect on Delivery ❑Signature Confirmatio: 2. Article Number{Transfer from service label) _ ❑Coliect on Delivery Restricted Delivery ,Restricted Delivery i !,d Mail 9 5 8 9 '0 710 5'2 7 0' 0 0 41' '5 5 7 4'` 4 7 id50MalI Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt ; e ' COMP,LETE THIS SECTION • r ON ■ Complete items 1,2,and 3. {'v °A:Signature ■ Print your name and address on the reverse X ❑Agent so that we Can return the card to you. � �� ..r ❑Addressee ■ Attach this'card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Deliver or on the front if space permits. -yZ�—ZS 1. Article Addressed to: D. Is delivery address di§0rent from item 1? ❑Yes If YES,enter delivaddress below: ❑No �164. P o 'r�jo� !off �toy IcR3Z II I IIIIII IIII III I III III I III III II I IIIIII I I II III 3. 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Date of Delivery or on the front if space permits. I. Article Addressed to: D. Is delivery address different from item 1? ❑Yes -y 4 G&j P,T*( Wo A ra ``` If YES,enter delivery address below- ElNo F.•N i l a"Z-7 . II I IIIIII IIII III I III III IIII III III IIII I III I I III 3• Service Type ❑Priority Mail Express( ❑Adult Signature ❑Registered MaiITM ❑ dult Signature Restricted Delivery ❑Registered Mail Restrictedly 9590 9402 9300 4295 6390 66 ertifled WHO Delivery Certified Mail Restricted Delivery ❑Signature ConfirmationTM 1 ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer frorrl,service label) , i ❑Cnlfebt onlDelivery Restricted Delivery Restricted Delivery 9589 0 710 527 0 0 41 5 5 7 3 9 3 pcl Mail Restricted Delivery er$500) PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt uETE THIS SECTION . DELIVERY mplete items 1,2,and 3. A. Signature _ _-.-,int your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received (P' ted Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: [INo S —T P'L"5 b� 2 G'Ro• -4 aaA►�t-c�-cuu�� lcq� � j II I 11 Service Type ❑Priority Mail Expresso ❑Adult Signature ❑Registered MaiITM IIIIII(III III IN 1111111111111 IN 111111111 ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted 9590 9402 9300 4295 6390 35 ertified MailO Delivery "Cer.jfjed Mail Restricted Delivery El Signature ConfirmationTM Collect on Delivery ❑Signature Confirmation 2. Article)Number(Transfer!fror»selivice label)! 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Article Number(Transfer from service label) ❑Collect on Delivery;Restricted Delivery Restricted Delivery ed Mail 9589 0 710 5270 0041 5 5 7 4 0 9 ed Mail Restricted Delivery $500) _ PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt 009 SUFFOLK COUNTY LEGAL NOTICE / Il LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,AUGUST 7,2025 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN,pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning), Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS atthe Town Hall,53095 Main Road,Southold,New York 11971-0959,on THURSDAY,AUGUST 7, 2025: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Additionally,there will be a link to the Zoom Webinar meeting at httpJ/ southaidtownny.gov/calendar.aspx. 10:00 A.M. OSVALDO LANDVIK,LLC #8023-Request for a Variance from Article 111,Section 280-15 and the Building Inspector's May 5,2025 Notice of Disapproval based on an application for a permit to legalize a sunroom addition on an existing patio attached to an existing accessory wood frame building(amendment to BP#49185);at 1)located less than the code required minimum side yard setback of 25 feet;located at: 16109 NYS Route 25,(Adj.to the Long Island Sound)East Marion,NY. SCTM No.1000-23-1-10.1. 10:10 A.M.-DEBORAH PITTORINO,LLC #8025-Request for a Variance from Article XXIII,Section 280- 123 and the Building Inspector's May 12,2025 Notice of Disapproval based on an application for a permit to legalize additions and alterations to an existing single family dwelling;at 1)a nonconforming building containing a nonconforming use shall not be enlarged,reconstructed,structurally altered or moved,unless such.building is changed to a conforming use;located at:68530 Main Road,Greenport,NY. SCTM No. 1000-53-2-1. 10:20 A.M.-NICHOLAS AND ASPASIA RONTIRIS#8026-Request for Variances from Article XXIII,Section 280-124,Article XXXVI,Section 280-207;Article XXXVI,Section 280-208A;and the Building Inspector's April 10,2025 Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition)and reconstruct a single family dwelling;at 1)less than the code required minimum side yard setback of 10 feet;2)less than the code required minimum combined side yard setback of 25 feet;3)less than the code required minimum rear yard setback of 35 feet;4)more than the code permitted maximum lot coverage of 20%;5)gross floor area exceeding permitted maximum square footage for lot containing up to 10,0W square feet in area;6)the construction exceeds the permitted sky plane as defined in Article 1, Section 280-4 of the Town Code;located at:240 Knoll Circle,(Adj.to Spring Pond)East Marion,NY. SCTM No.1000-37-5-15. 10.30 A.M.-STEPHANIE PERIL AND RICHARD PERL#8028 Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's May 9,2025 Notice of Disapproval based on an application for a permitto construct additions and alterations(non-substantial improvements)to an existing single family dwelling;at 1)less than the code required minimum front yard setback of 40 feet;2)more than the code permitted maximum lot coverage of 20%;located at:2880 Minnehaha Blvd,(Adj.to Corey Creek)Southold, NY.SCTM No.1000-87-3-43. 10:50 A.M.-VITO PLAIA#8030-Request for a Variance from Article XXXVI,Section 280-207;and the Building Inspector's April 16,2025 Notice of Disapproval based on an application for a permitto construct additions and alterations to an existing single family dwelling;at 1)gross floor area exceeding permitted maximum square footage for lot containing up to 40,000 square feet in area;located at:1020 Laurel Court, Laurel,NY. SCTM No.1000-126-13-1. 11:00 A.M.-705 CR 48,LLC,ULSTER FARMS,LLC#8009SE-Request for Special Exception pursuant to Article IX,Code Section 280-41 B(2)of the Southold Town Code,and the Building Inspectors February 14, 2025 Notice of Disapproval,to allow and construct two buildings to be used for contractor businesses; located at 705 County Road 48,Mattituck,NY.SCTM#1000-113-12-13. 1:00 P.M.-OYSTERPONDS HISTORICAL SOCIETY#8031SE-Request for a Special Exception per Town Code Article III,Section 280-1313(15)and the Building Inspector's April 25,2025 Notice of Disapproval based on an application for a permitto construct upgrades and renovations to include alterations,a new storage addition and a new ADA(Americans with Disabilities Act)ramp to an existing historical society building; located at:1555 Village Lane,Orient,NY. SCTM No.1000-2"-16.1. IIAO P.M.-STRONG'S WEST MILL,LLC#8027-Requestfor an INTERPRETATION under Chapter 280-Bulk Schedule for Business,Office and Industrial Districts;.Article 1,Section 280-4;Article XIII,Section 280-56,; and the Building Inspector's May 6,2025 Notice of Disapproval based on an application for a permit to construct a boat storage building;1)HEIGHT OF BUILDING as it relates to a boat storage building;located at:3430 Mill Road,Mattituck,(Adj.to Mattituck Creek),NY. SCTM No.1000-106-6-13.4. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing.,Each hearing will not start earlier than designated above. Application Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Link- http:H24.38.28.228/WebUnk/Browse.aspx?id=935072&dbid--O&repo=TownOfSouthold Please note the last date to submit written comments to this office will be the Friday prior to the public hearing. Afterwards,documents will not be accepted.by this office,but can be submitted to the Board Members during the public hearing. If you have questions;please telephone our office at(631)765-1809,or by email:kimf@southo/dtownnygov. ZONING BOARD OF APPEALS Dated: July 24,2025 LESLIE KANES WEISMAN,CHAIRPERSON By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold,NY 11971-0959 August 7, 2025 Page 2_of 2 See Proof on Next Page AFFIDAVIT OF PUBLICATION The Suffolk Times PO Box 1500, Mattituck, NY 11952 (518)730-4551 State of Florida, County of Broward, ss: I, Edmar Corachia, of lawful age, being duly sworn upon oath depose and say that I am an agent of Column Software, PBC, duly appointed and authorized agent of the Publisher of The Suffolk Times, a Weekly newspaper of general circulation, printed and published in Mattituck, Suffolk County, New York, designated by the County Clerk of Suffolk County as a newspaper of record;that the publication, a copy.of which is attached hereto, was published in the said newspaper on the following dates. Publication Dates: • Jul 31, 2025 Notice ID: KIdlInJ8UZuTD114RA4J Notice Name:August 7, 2025 Publication Fee: $201.90 Earear oorAohia J0Np..W.... SNERI S"r H Agent ie.' %n6 Notary Public•State of Florida Commtslon#xwevu Emim on u.y al.wta VERIFICATION 232nnnwme°� State of Florida County of Broward Signed or attested before me on this: 08/04/2025 &Ae Notary Public Notarized remotely online using communication technology via Proof. August 7, 2025 Page 1 of 2 BOARD MEMBERS ��OF S0(/r Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road-P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. y Office Location: Nicholas Planamento • �OQ Town Annex/First Floor Margaret Steinbugler C�U 54375 Main Road(at Youngs Avenue) ' Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, AUGUST 7, 2026 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning),Town of Southold,the following "IN PERSON" public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, AUGUST 7, 2025: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. There will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 11:00 A.M. - 705 CR 48, LLC, ULSTER FARMS, LLC #8009SE - Request for Special Exception pursuant to Article IX, Code Section 280 -41 B(2) of the Southold Town Code, and the Building Inspectors February 14, 2025 Notice"of Disapproval, to allow and construct two buildings to.be used for contractor businesses;.located at 705 County Road 48, Mattituck, NY. SCTM#1000-113-12-13. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228/WebLi nk/grovvsL-.aspx?id=935072&dbid=0&repo=TownOfSouthoId If you have questions, please telephone our office at(631) 765-1809, or by email: kimf@southo1dt6wn:y.gov. Dated: July 24,2025 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53096 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 ,oVFQ4 ��. 4k Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 o � 2 Southold, New York 11971-0959 • ®�- Fax(631)765-9064 ZONING BOARD OF APPEALS DATE: July 7, 2025 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; The August 7, 2025 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. Below, please see instru'cti�ons`required tops paie 'for th`e0-4B public hearing which in' ludes: PLEASE READ CAREaFU�I,LY a, . �"�, :-• : �. 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing,to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than July 31, 2025. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property. If a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by July 31, 2025, verifying that you have properly mailed and posted. Please attach a photograph of the posting on your Property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. MAILING INSTRUCTIONS: Please send by �'SPS Certif ed Mail Refurn�Rec'eii ' the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. Instructions for ZBA Public Hearing Page 2 Please mail documents to the legal mailing address. (as on file with Southold Town Assessors Office) Mailing to be done by July 21, 2025. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimf@southoldtomM.gov or elizabeth.sakarellos@town.southold.U.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting"as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors>Assessment Books/Tax Rolls> https:Hsoutholdtown nV.gov/DocumentCenter/View/11008/tentroII2025-1 IMPORTANT INSTRUCTICINS: r Scan. and email the USPS mailing receipts, green signature cards and aff davits to kimf(d),southoldtownny.gov, and **PROMPTLY USPSMAIL* o the Town of Southold, ZBA, 13.0. Box 1179, Southold,NY 11971 Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. ***PLEASE NOTE*** : THE LAST DAY TO SUBMIT WRITTEN DOCUMENTS TO THIS OFFICE FOR THE BOARD MEMBERS WILL BE THE FRIDAY PRIOR TO THE PUBLIC HEARING. AFTER THAT, NO DOCUMENTS WILL BE ACCEPTED BY THE OFFICE BUT CAN BE SUBMITTED TO THE BOARD MEMBERS AT THE PUBLIC HEARING. Kim E. Fuentes—Board Assistant Laserfiche Instructions for Zoning Board of Appeals Records (6/16/2025) �OG SOCIAL MEDIA !! Governme❑ Services Visitin How Do I... c US To To IN {^ 'tY F r _ ru` " • 'y 1• ; a t L T' Jt7 Yy '1,� � �i.1✓f, x {' 4 r� r� 1 E Notify Wo Map. ' Agendas do 7bwri Code Online Payments Town Records. Forms L s up to receive 'Minutes `Eai pay your blUs `WeblinkRuerfichc Forms/Applicationsl ign.nnriflcarinnc_- _....�_.w__.v..n:....iWiw.:::.• ___-.�«-a.,._-_nnlin�.-------.-®—._�. _—.,_..._. ...._.__._ Above: Homepage, Click on Link "Town Records" Weblink/laserfiche Instructions to search Pending Applications: • Click "Town of Southold". • Click "ZBA". • Click "Board Actions". • Click "Pending" Or the below URL address will take you directly to Board Actions. http://24.38.28.228/WebLin k/Browse.aspx?id=935072&d bid=0&repo=TownOfSo uthold 14uTlko I ur H 1A ;I1+I0 The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBINAR - Follow pink - httpm.//Southoldtownny.gov/caIendar.aspx NAME : 705 CR 48 , LLC/ULSTER FARMS , LLC #8009SE SCTM #: 1 000- 1 1 3- 1 2- 1 3 ' l�ARIANCE: SPECIAL EXCEPTION REQUEST: CONSTRUCT TWO (2) BUILDINGS TO BE USED FOR CONTRACTOR BUSINESSES EATEN THURS . , AUG . 712025 11000 AM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 Town of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 02/28/25 Receipt#: 337883 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 8009SE $2,400.00 1 ZBA Application Fees 8010 $3,500.00 Total Paid: $5,900.00 Notes: Payment Type Amount Paid By CK#1788 $3,500.00 Cierach, Kevin CK#1198 $2,400.00 Ronald Kuoppala Architect PLLC Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Cierach, Kevin 1280 Jockey Creek Dr Southold, NY 11971 Clerk ID: JENNIFER Internal ID:8010 ZBA CHECK FEES - 2025 Funding Account- B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 2/19/2025 705 CR 48 LLC/Ulster Farm 8009SE $2,400.00 1198 2/28/2025 2/24/2025 Cierach,Kevin 8010 $3,500.00 1788 2/28/2025 $5,900.00 RECEIVED FEB 28 20 Southold Town Clerk BOARD MEMBERS p $Qj/ry Southold Town Hall Leslie Kanes Weisman,Chairperson ,�0 Ply 53095 Main Road •P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. • �A Office Location: Nicholas Planamento ^•� Town Annex/First Floor Off` Margaret Steinbugler yC�( 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 February 21, 2025 Mr. Joseph E. Sanzano, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Mr. Sanzano: Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File #: 8009SE Owner/Applicant: 705 CR48, LLC/Ulster Farms Action Requested: Special Exception - construct two (2) buildings for contractor businesses Within 500 feet of: ( ) State or County Road ( ) Waterway (Bay, Sound, or Estuary) (x) Boundary of Existing or Proposed County, State, Federal land ( ) Boundary of Agricultural District ( ) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Ch irple(r'slonj By: Uri Encls. Site Plan/Survey: KEY Civil Engineering, last dated January 27, 2025 Appendix A - County Referral Form Appendix A—Suffolk County Planning Commission Guidebook Suffolk Planning Commission Submission u for Planning Municipality: Town of Southold Hamlet: Mattituck Local Case Number: 8009SE District: 1000 Section: 113 Block: 1.2 Lot: 13 Local Meeting Date: TBD Application/Action Name: 705 CR48 LLC/Ulster Farms Public Hearing: Yes ONo Referring Agency: Type of Referral: Planning Board or Commission ❑✓ GML239/A14-14 S.C.P.C. Regulatory Review Zoning Board of Appeals F ISEQRA Coordination &Advisory Town Board/Village Board of Trustees Request for Informal Input from S.C.P.C. SEQRA Action: ❑EAF ❑Lead Agency FDraft Scope ❑Draft EIS Dinal EIS Dindings Brief description of application or proposed action: construct two (2) buildings for contractor businesses Type of Action Please check appropriate box below if action is located within the Suffolk County Pine Barrens Zone, within one mile of a nuclear power plant or airport or within 500 feet of. • A municipal boundary, • The boundary of any existing or proposed county, state, or federal park or other recreation area, The right-of-way of any existing or proposed county or state road, An existing or proposed county drainage channel line, • The Atlantic Ocean, Long Island Sound, any bay in Suffolk County or estuary of any of the foregoing bodies of water, • The boundary of county, state, or federally owned land held or to be held for governmental use, • The boundary of a farm located in an agricultural district. Comprehensive Plan (Adoption or Amendment) Subdivision ❑SEQRA Only ❑Zoning Ordinance or Map (Adoption or Amendment) FUse Variance ❑Moratorium F-VISpecial Use Permit/Exception/Conditional Use Area Variance Site Plan ❑Code Amendment Official Map Note:The above represents a summary of the required actions subject to referral to the Suffolk County Planning Commission.The provisions of GML and Laws of Suffolk County must be used to verify which actions are subject to referral and the related procedural requirements. Contact Information Municipality Contact Name: Leslie Kanes Weisman Department/Agency: Zoning Board of Appeals, Town of Southold Phone Number: 631-765-1809 Email Address: donnaw@town.southold.ny.us Applicant Contact Name: Ronald Kuoppala, Architect Applicant Address: 63 Village Lane, Babylon, NY 11702 CIVIL ENGINEERING 664 Blue Point Road,Unit B,Holtsville,NY 1 1 742 P:(631)961 -0506 F:(631]61 J-0367 www.keycM]engineering.com LETTER OF TRANSMITTAL (VIA FEDEX) DATE: October 28, 2025 FILE NUMBER: 24216 FROM: Marc Pilotta,PE TO: Town of Southold 0C T 2 Zoning Board of Appeals 20z 54375 Main Road z®�1�GBpAR,D Southold,NY 11971 OFAPpMIS ATTN: Kim Fuentes, Board Assistant REGARDING: PROPOSED CONTRACTOR'S BUSINESS BUILDINGS 705 County Road 48 Mattituck,NY 11952 S CTM#: 1000-113-12-13 COPIES DATE SHEET DESCRIPTION 3 10/10/2025 C-1 —C-11 of 13 Site Plan Package(Rev. 7)' 3 09/10/2025 Al Floor Plan and Elevations(Rev. 3) REMARKS: Enclosed,please find the above referenced plans that have been reviewed by the Planning Board per their October 27, 2025 Memo. If you have any questions or require additional information,please do not hesitate to contact our office. MP/es CC:. Ron Kuoppola(w/enclosure via email) CIVIL&CONSULTING ENGINEERS Y.•IKey CivillProjects12024124216_Ron Kuoppala_705 County Road 48 MattitucklCorrespondencelOutgoingl24216_2025.10.28_Trans to Town ojSouthold BZA.docx i JUL 2 9 �0�5 MAILING ADDRESS: PLANNING BOARD MEMBERS OF Sig GBOARDMAPPEALS Southold,P.O. Box 1179 NY 1971 JAMES H.RICH III �® �® Chairman OFFICE LOCATION: MIAJEALOUS-DANK y Town Hall Annex PIERCE RAFFERTY �p� 54375 State Route 25 DONAALIN H.SIDORLDJ.WIL ENSHI ®�'�c�UNTY,� (cor. MainSou Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 15, 2025 Mr. Ronald Kuoppala 63 Village Line Road Babylon, NY 11702 Re: SEQRA Determination Proposed Site Plan for 705 CR-48 Contractor Campus 705 County Route 48, Mattituck S CTM#10 00-113.-12-13 Dear Mr. Kuoppala: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, July 14, 2025: WHEREAS, this site plan is for the proposed development of two new buildings, each measuring 11,002.6 square feet, on a 2.57-acre parcel located in the Limited Business Zoning District in Mattituck; each building will be divided into five contractor business spaces, for a total of ten contractor business spaces; and WHEREAS, on May 5, 2025, the Southold Town Planning Board, pursuant to §617.6 of the Environmental Conservation Law acting under SEQRA, initiated the SEAR lead agency coordination process with all involved and interested agencies for this Unlisted Action; and WHEREAS, on May 5, 2025, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type 11 list of actions; and ; 705 CR 48 Contractor Campus Page 2 July 15, 2025 WHEREAS, the Southold Town Planning Board, pursuant to SEQRA, conducted the required review of potential environmental impacts that might result from this application, documented in the completion of the Full Environmental Assessment Form, and found that there would be no expected moderate to large adverse impacts; be it therefore RESOLVED, that the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act§617.6, establishes itself as Lead Agency for this Unlisted Action; and be it further RESOLVED, that the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, hereby makes a determination of non-significance for the proposed action and grants a Negative Declaration. A copy of the Negative Declaration is enclosed for your records. If you have any questions regarding the above, please contact this office. Respectfully, G,«... ff James H. Rich, III Chairman Ends. 'i MAILING ADDRESS: PLANNING BOARD MEMBERS 0g soUj�® Southold, NY 1971 Box 1179 JAMES H.RICH III �® �� Chairman OFFICE LOCATION: MIAJEALOUS-DANK Town Hall Annex PIERCE RAFFERTY ® a� 54375 State Route 25 MARTIN H.SIDOR G' (cor.Main Rd. &Youngs Ave.) DONALD J.WILCENSKI �'®� � Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significance July 14,2025 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency,has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: 705 CR 48 Contractors Campus SCTM#: 1000-113:6-35.7 Location: 705 CR 48, Mattituck,NY SEQR Status:Type I ( ) Unlisted (X) Conditioned Negative Declaration: Yes( ) No (X) Description of Action: This site plan application proposes two new buildings, each measuring 11,002.6 square feet, on a 2.57-acre parcel in the Limited Business Zoning District in Mattituck. Each building will be divided into 5 contractor business spaces, for a total of 10 contractor business spaces. Suffolk County Route(CR)48 is a designated NYS Scenic Byway. Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed and it was determined that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. 1. Impact on Land The proposed action is expected to have a low impact on the land. The parcel is 2.57 acres located within the Limited Business or(LB)Zoning District and is partially cleared of vegetation with piles of concrete. The surrounding land uses within the vicinity of the site are a mix of commercial and residential uses. To the north are single-family residences. To the east is a 37.30-acre town- owned open space/recreation area known as"Strawberry Fields." To the west is a vacant 0,86-acre parcel,then a 0.80-acre parcel. Limited Business (LB) District The purpose of the Limited Business (LB) District is to provide an opportunity to accommodate limited business activity along highway corridors, but in areas outside the hamlet's central business areas, that is consistent with the rural and historic character of surrounding areas and uses. Emphasis will be placed on review of design features so that existing and future uses will not detract from surrounding uses. The additional uses must generate low amounts of traffic and be designed to protect the residential and rural character of the area. § 280-41 (B)(2) the proposed contractors' businesses or yards use requires a Special Exception from the Zoning Board of Appeals (ZBA) The proposed use is discordant with the current uses within the area. The design of the buildings does not support the Suffolk County Route 48 NYS Scenic Byway designation and revitalization of underutilized properties. The white color of the buildings would result in high reflectivity and be visible to travelers heading west on CR48. Slightly less reflective colors can help mitigate glare. Soils on site are comprised of Haven Loam HaA with 0-2% slopes and HaB with 2-6% slopes and are well drained.No agriculture occurs on site. The soils or landform characteristics pose no limitations on the redevelopment of the parcel. Stormwater will be controlled on-site. 2. Impact on Geological Features There are no geological features on the parcel. 3. Impact on Groundwater and Surface Waters The parcel is located over the Nassau-Suffolk Sole Source Aquifer and within Groundwater Management Zone IV, which allows 600 gallons of sanitary flow per acre. The parcel is also located north of the Suffolk County Water Authority potable water supply property and wellhead. The property is managed for potable groundwater supply. It is a designated "Critical Environmental Areas" (CFAs), which are areas in the state that have a feature that is a benefit or threat to human health and an inherent ecological, geological, or hydrological sensitivity to change that may be adversely affected by any physical disturbance. Protecting"the property and groundwater from pollutants capable of influencing potable water supply is required. All best management practices that mitigate the potential introduction of pollutants, including all industrial chemicals, must be managed. Signage and directions on how to dispose of chemicals and other hazardous substances should also be required by the landowner in multiple languages. The proposed use is expected to generate 880.80 GPD of sanitary waste. The applicant has proposed a Hydro-Action UA sanitary wastewater system; therefore, total nitrogen loads into the aquifer will be significantly reduced. The projected water use is low and will not result in significant impacts. The site soils are comprised of Riverhead Sandy Loam and are well drained. A Soil Erosion and Sediment Control Plan has been prepared to control stormwater on-site. The total area to be disturbed of the 2.57 acres is 2.26 acres. Impervious areas on site will increase from 0 acres to 1.47 acres. A total of 1.10 acres will remain pervious. A Stormwater Pollution Prevention Plan(SWPPP)will be required to be filed with the NYSDEC to prevent and control stormwater. Depth to Groundwater The parcel is within the 10-year groundwater travel time to Mattituck Creek. No groundwater was encountered to 21' from grade. To further Policy 5.5. Protect and Conserve the Quality and Quantity of Potable Water the following best management practices are recommended in landscaped areas: a. Require the use of native, drought-tolerant plants in landscaping. b. Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. C. Require a maximum of 1 lb. of nitrogen per 1000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. d. Prohibit the application of fertilizer products containing nitrogen, phosphorus,or potassium between November 1st and April 1st. e. The use of phosphorous-containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. No potable water conservation measures are proposed. BMPS for waste/chemicaUfertilizer/herbicide disposal must be required. The proposed action is expected to have a low impact on groundwater quality and quantity. There are no wetlands on the parcel or immediately adjacent to the parcel.The proposed action is expected to have a no to low impact on surface waters. 4. Impact on Flooding The parcel is not known to flood and is not a designated floodway. Further, the parcel is not located within a FEMA-mapped flood zone. The parcel's development will include installing gutters, leaders, drywells, and catch basins designed to handle up to a 2"rainfall. The proposed action is expected to have a low impact on flooding. 5. Impacts on Air Air pollution can harm human health, and damage elements of the ecosystem. Air pollution has numerous effects on human health, including pulmonary,cardiac, vascular,and neurological impairments. High-risk groups such as the elderly, infants,pregnant women, and people with chronic heart and lung diseases are more susceptible to air pollution. Children are at greater risk because they are generally more active outdoors and their lungs are still developing. Air pollutants are produced by many human activities. Most pollutants come from industries that manufacture chemicals and other goods,on- and off-road vehicles and power equipment, and energy facilities that burn oil, gas, or coal (NYSDEC). Fugitive dust is expected during the demolition of the existing structure on site,grading, and the construction period. These impacts will be low, short-term in duration, and related to the construction schedule.No significant fugitive dust will be generated form the operations on- site. No adverse impacts on air quality are expected. 6. Impact on Plants and Animals. This location is in the vicinity of bat species listed by the New York State Department of Environmental Conservation (NYSDEC) as endangered or threatened. The applicant should contact the NYSDEC Regional Office to determine whether the proposed action may impact these species or their habitats. If so, a permit may be required under 6 NYCRR Part 182. Modification of habitat used by threatened or endangered species may be considered a"take" under state regulations, particularly if the action adversely affects breeding, reproduction, feeding,sheltering, migration,hibernation, or overwintering functions. Habitats serve critical roles for a range of fauna (i.e., insects, reptiles, amphibians, fish, mammals, and birds) and may be used year-round, seasonally, or on a transient basis. Any potential impacts on such habitats should be evaluated in coordination with NYSDEC. Landscaping A landscape plan has been provided (Sheet C-5). The parcel will be improved with five (5) street trees along the CR 48 frontage and a 25-foot landscaped buffer, consistent with §280-93. Supplementary plantings are proposed in areas where vegetation will be retained. 4 While the presence of protected wildlife species on the parcel is expected to be low due to the size, location, and history of site disturbance, coordination with NYSDEC is recommended to confirm that no additional review or permitting is-required. 7. Impact on Critical Environmental Areas The parcel is not located within a Critical Environmental Area. However, the Riverhead- Southold SPGA is located to the south of the parcel. The proposed action is not expected to adversely impact a NYSDEC Critical Environmental Area. 8. Impact on Aesthetic Resources The proposed action will be visible from Suffolk County State Route 48, a designated state scenic resource, both seasonally and year-round. It is expected that, once constructed, the building will be visible to travelers heading west on CR 48. To reduce visual impacts, it is recommended that architectural features, colors, and materials be incorporated .to soften the fagade and visually break up the overall mass of the building. Additionally, the proposed vegetated buffer along the eastern parcel boundary should be assessed to determine its effectiveness in screening views of the building from the adjacent parcel known as Strawberry Fields, located directly east of the project site. Signage Excessive or poorly placed promotional signage along a roadway can detract from the area's scenic character and potentially create safety hazards by obstructing lines of sight. To that end, promotional signage—including pole flags—should be limited in both duration and placement. Signs should also be designed to avoid impeding visibility at the curb cut and to preserve the scenic quality of CR 48. Assessment of Alignment with the Southold Town Comprehensive Plan This proposal should be evaluated for consistency with the Southold Town Comprehensive Plan, specifically Chapter 5: Community Character, Objective 1.2, which aims to manage important scenic resources. Relevant strategies include: "avoiding or minimizing the impacts of structures or activities that introduce visual interruptions to important scenic resources," and "strengthening the management of important scenic viewsheds from State Route 25, Route 48, and other Town roadways." Overall, the adverse impact on aesthetic character is expected to be low, provided that the recommended mitigation measures are incorporated. 9. Impact on Historic and Archeological Resources The New York State Historic Preservation Office (SHPO) Cultural Resource Inventory System(CRIS) was consulted. The parcel is located within an Archaeological Buffer Area. This layer represents buffer areas around recorded archaeological resources. Locations within 5 i these areas may not be archaeologically sensitive, and locations outside these areas may be archaeologically sensitive. Due to the location of the parcel, no adverse impacts on cultural or archeological resources are expected. 10. Impact on Open Space and Recreation The proposal will not result in the loss of recreational opportunities or the reduction of a designated open space resource. 11. Impact on Transportation_ Suffolk County Route 48 is an arterial road and experiences a high amount of traffic volume. Access to the site will be achieved via one curb cut from Suffolk County Route 48. Vehicles, including large ones, accessing the site heading west can leave the travel lane into the right- hand marked turning lane. This will minimize accidents. Parking or staging of large vehicles, including delivery vehicles, should be controlled through signage, working with the SCDPW. Traffic control for vehicles exiting the site will be a stop sign and bar. A traffic light to the west will slow oncoming traffic down intermittently when red, allowing vehicles to exit the site periodically. The level of service at the curb cuts is expected to be minimally impacted. Parkin Required parking for the use pursuant to § 280-78 is Building, electrical or plumbing contractor's business or yard= 1 space for each employee,plus 2 spaces. 44 parking stalls are required, and 45 stalls are provided. Not enough parking spaces are designed to accommodate larger trucks, and more are recommended. No parking signage is recommended on CR 48. Proposed access to and from the site is a 30' wide paved driveway. The driveway will add vehicle trips that will enter a complicated, unsignalized section of CR 48 where vehicles will begin to merge and react to a traffic signal. The applicant has provided traffic vehicle estimates for the use. The AM weekday peak hour trips=44, 34 entering 10 exiting and PM weekday peak hour trips=48, 18 entering 30 exiting. The expected impacts to transportation are moderate based on the complexity of the road design in this area. Pedestrian Infrastructure Sidewalks are not available and none are proposed. 6 12. Impact on Energy No major change in the use of either the quantity or type of energy will occur.New construction will be required to meet Energy Star standards. Compliance with Town of Southold Chapter 172 Lighting, Outdoor(dark sky) for all lighting fixtures is required. Energy will be supplied by the existing transmission network by PSEG. The amount of energy consumed is stated as unknown on the FEAF. The proposed action is expected to have a low impact on energy. 13. Impact on Noise,Odor, and Light Noise Noise can be generated during a project's construction and operation phases and can create conditions that can affect the health and safety of both humans and wildlife. The proposed action will result in an increase in noise, odors, or outdoor lighting that will impact adjacent properties. Noise from the operation of heavy machinery, machinery, and tools will occur during the construction, will be short in duration, and eventually subside. Noise generated from the operation of the site will continue indefinitely.Noise impacts are not expected to be moderate to large to the surrounding receptors in residential dwellings that occur to the north. Odors No adverse odors are proposed or expected. Light Nineteen exterior wall-mounted light fixtures with a total wattage of 228 and lumens of 25,213 are noted on the photometric plan. Parking lot lighting is also proposed. Details include: feature detail,quantity, lumens per lamp, mounting height, color temperature, location,and orientation. The photometric plan shows footcandle values. All lighting on site will meet dark sky standards. Adverse impacts on noise, odor, and light are expected to be low. 14. Impact on Human Health Solid waste will be disposed of in an on-site dumpster. An estimated 0.5 tons of solid waste will be generated during construction and a total of 0.2 tons per month during operations on site. The parcel has no known contaminants that may be disturbed, released, or leached out or would,use, create, dispose of, or store any hazardous substances as part of its construction or operation. The use is not a type that generates large amounts of hazardous materials or waste. 7 The adverse impact on human health is expected to be low. 15. Consistency with Community Plans The Southold Town Comprehensive Plan's speaks about creating a new zoning district for commercial parcels outside the hamlet centers such as contractors' yards. On July 2, 2025, a Town of Southold LWRP Coastal Consistency Review was conducted for the proposed subdivision. It was recommended that the proposed action be found "consistent"with the Town of Southold LWRP. Additional demand for police response is expected to be low in response to the development The proposed action is not inconsistent with community plans. 16. Consistency with Community Character The area's character is a mix use residential and commercial.The site plan design of the parcel incorporates vegetation to soften the fagade of the large buildings. Most parking is located at the rear of the building(excluding handicapped)..Transition buffer areas abut all residential districts establishing a vegetative screen. Control of vehicle display areas and promotional signage is recommended. The proposed action is consistent with community plans for the reasons stated above. For Further Information: Contact Person: Mark Terry,Assistant Town Planning Director Address: Southold Town Planning Board Telephone Number: 631-765-1938 8 a Agency Use Only [IfApplicable] Project:1705 CR 45 Contractors Campus Date: JJuly 14,2025 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 report titled: State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significance and dated July 14,2025. 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 i Upon review of the information recorded on this EAF,as noted,plus this additional support information See reoort titled: State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significance and dated July 14 2025 05 CP 48 Contractors Campus and considering both the magnitude and importance of each identified potential impact,it is the conclusion of the The Southold Planning Board as lead agency that: ✓0 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 LMISTED 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: CR 48 Contractors Campus Name of Lead Agency:Southold Town Planning Board Name of Responsible Officer in Lead Agency:James H.Rich III,Chairman Title of Responsible Officer: Same Signature of Responsible Officer in Lead Agency: Date: July 14,2025 Signature of Preparer(if different from Responsible Officer) (�/`(�y '� `Q� Date: July 14,2025 For Further Information: Contact Person:Mark Terry,AICP,Assistant Town Planning Director Address:P.O.Box 1179,53095 Main Road,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 BOARD MEMBERS Ot�So Southold Southold Town Hall Leslie Kanes Weisman, Chairperson 4 53095 Main Road • P.O.Box 1179 Patricia Acampora li Southold,NY 11971-0959 Robert Lehnert, Jr. CAP Office Location: �` Y� Town Annex/First Floor Nicholas Planamento Ord, Margaret Steinbugler co.0 +� 54375 Main Road (at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 MEMOC�C ��® TO: Plannincl Board FEB 2 12025 SOUTHOLD TOWN FROM: Leslie K.Weisman, ZBA Chairperson PLANNING BOARD DATE: February 21, 2025 SUBJECT: Request for Comments ZBA # 8009SE — 705 CR 48 LLC/Ulster Farms The ZBA is reviewing the following application. Enclosed are copies of Building Department's Notice of Disapproval, ZBA application, current map on file. Your review and comments are requested at this time. **SEQRA review by the Planning Department may also be necessary. Full EAF provided by applicant (attached). ** The file is available for review of additional documentation at your convenience for reference if needed. APPLICANT 705 CR 48 LLC/Ulster Farms TAX#ZONE DIST 1000-113.-12-13 ZBA# 8009SE HEARING DATE TBD CODE SECTION Art XXIII Sec 280-127, Art IX, Sec 280-41 B(2) DATE OF STAMPED SURVEY/SITE PLAN January 27, 2025 PREPARER OF SURVEY/SITE PLAN KEY Civil Engineering Thank you. Encls. BOARD MEMBERS �%OF $U(/j�o Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. cn Office Location: Nicholas Planamento G pQ Town Annex/First Floor ,jai Margaret Steinbugler C//Zl � '` 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS February 20, 2025 TOWN OF SOUTHOLD Tel. (631) 765-1809 Ronald Kuoppala,Architect 63 Village Line Road Babylon, NY 11702 RE: Special Exception—Proposed Contractor Business Buildings Ulster Farms, LLC/705 Main Road LLC Paul Pawloski, 705 County Road 48, Mattituck SCTM No. 1000-113-12-13 Dear Mr. Kuoppala; We are in receipt of your Special Exception application, submitted on February 19, 2025, requesting a permit to construct two Contractor Business Buildings upon the above referenced premises. In accordance with Part 617 pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. (New York State Department of Conservation), the application will require a review by the Southold Town Planning Board, which may include a coordinated review, in order to classify the SEQR action and make a determination of significance; i.e. whether or not the proposed action will have a significant adverse impact on the environment. Please see https://dec.ny.gov/reigulatory/permits-licenses/seg for further information. Please contact the Planning Department at 631-765-1938 to review your application with them and submit any additional information they may require so that they can commence a SEQRA review. Once the proposed action has been classified and a determination of significance has been completed, the Zoning Board of Appeals can then schedule a public hearing date for your special exception application. Please let us,know if you require any additional information. Sincerely, LJ�.. Kim E. Fuentes Board Assistant cc: Planning Department .eI a � Westermann, Donna From: Fuentes, Kim Sent: Thursday, February 20, 2025 2:13 PM To: rka@rkarchitecture.com Cc: Westermann, Donna Subject: ZBA- Special Exception - Ulster Farms, LLC/705 Main Road, LLC, SCTM No. 1000-113-12-13 Attachments: ulster_20250220135230.pdf Hi Ronald, Please see attached letter. It is our understanding that you have begun the site plan application process with the Planning Department. The attached is to apprise you of our process once we accept an application for an action/improvements requiring SEQRA. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission Town of Southold 631-765-1809 kimasoutholdtownny gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, A1Y 11971 1 i Received <f, � FEB 19 2025 Zoning Board of Appear 12' WIDE O.H_ DOOR 12' WIDE OJ-I_ DOOR 12' WIDE O.H. DOOR 12' WIDE O.H_ DOOR OFFICEOFF I C OFF I C OFFICE OFF:ICE N.C. DATN H_C. D ATN H C. PATH N.C. DATH H.C. PATH Cal TENANT #1 TENANT 02 TENANT 03 TENANT 04 TENANT #5 2,202zo SF 2,202-00 SF 2,202-00 SF 2,202-00 SF 2,202.00 SF TYPICAL 2 HOUR RATED WALL 12' WIDE O.H_ DOOR 12' WIDE CA- DOOR 12' WIDE O.H_ DOOR 12' WIDE O.H_ DOOR BOTH BUILDINGS TO HAVE TENANT SPACES AND THE, USE WILL BE UNDER SPECIAL EXEMPTION B (2) CONTRACTORS BUSINESS — _-- FINAL MAP —�-- IDECISION# REVIEWED BY ZBA GATED: NUM. REVISION DATE AND NAME 025 T E ,L.E- x A I 1 ON f;;;ZE A FZ E L EE VA T I DN S ir-1 1 L y4 F BUILDING NOTE 2 SOLE: 1/811 = POilS / o K` 'T�� ® El RONALD KUOPPALA r1r] ARCHITECT PLLC m 1 � � �2711351 �� STiA� 63 Villa e Line Road Bab lon,NY 11702 ELEVATION MATERIAL,. Te1516-797-8317 Fax 516-586-6489 SIDING" METAL SIDING COLOR-- WHITE a a a Roo>=INS= METAL RooF►W-s u MW PRUAB STEEL BUILDING COLOR- WHITE x 705 County Road 48 Mattituck,NY U d Drawing Title: a E FLOOR PLAN Q ,AND ELEVATIONS a z 0 n; Date: IS NOVEMBER 2024 o Scale: AS NOTED LEFT'" S lDE ELE VAT kDN x 3 Drawing No.SCALE: 1/8" = 1'-O" o g 0 U i Meaa`1 p,•► e a �NeS�Pra`\aE� SITE�yP�� OJ O NO PHYSICAL POSSESION48 ZONE:R-80 RESIDENCE LAND NOW OR FORMERLY OF ZONE:R-80 RESIDENCE \ JAMES H. JACOSS JR. do SHARON 0 JACOBS \ 2 '/ USE:RESIDENCE S.C.T.M. 1000_113-12-102 USE:RESIDENCE \ c+� d_/ \ R SINGLE FAMILY RESIDENCE LAND NOW OR FORMERLY OF 48 ..�- THOMAS R. TALBOT OU a:pve S.C.T.M. 1000-113-12-10.3 is SINGLE FAMILY RESIDENCE N 87'16'40"E 300.00' 0 0Cb 0 0 Q \ a Q 0 \ �° 0 0 Q a 0 a 0 0 ° 0 a ° ° o \ / P ® Map data©2024 Terms Report a map error y y y y y y y y y y y •Y y y y %y yyy�yyyy yyyyy �M VICINITY MAP y y y N.T.S. 0 J y 1 y R y y y J• _' y y y v ® PROJECT DATA y y y .Y y y •. `�' y y y W y y TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13 y y y .Y •Y � y .4 y y y y \ y y y y yy y y y y y SITE AREA.................................. 111,848 SF(2.57 Acres) �, y .Y .Y y •Y .L J• U� ` y y y y 59 $7 y y ` ZONING....................................... LB LIMITED BUSINESS y y y y 0 y o7 ® y CURRENT USE........................... VACANT y y y y W V PROPOSED USE......................... CONTRACTOR'S BUSINESS PROPOSED FOOTPRINT........... 22,020 SF y y / L� / \ LANDSCAPE/NATURAL AREA... 47,961 SF PAVEMENT/CONCRETE AREA... 41,867 SF N�� Q O y ` / / y }t�,n)�� 4 y Zy ® y L '" \ y y ® Loy L� \ CA'y t `O 0 / PROPOSED 1-STORY o7 } y BUILDING drr y y y y y CONTRACTOR'S y y y y y y y y y y y \ BUSINESS \ ; y y y 4� Ly 11,010$F y / Q //� y PROPOSED 1-STORY BUILDING c CONTRACTOR'S y BUSINESS Zy y y y y y y y \ Loy 11,010 SF o y y y / / y y J. 4.Y(/'�� ` y / Z ` ` / y y I y y y \ O `er y y \ NO PHYSICAL LAND NOW OR FORMERLY OF \ LLC S.C.T.GULLY R 100E 113-12-12 ` ZONE:PROTECTED `y L$ \ VACANT y �" A:-' y �� .Y .l• y y dy y y y y y y y j 1 7/31/25 JR EDITED TITLE BLOCK ZONE:LB LIMITED BUSINESS ® 2 000-113-12-14 \ �e 1 a NO. DATE BY DESCRIPTION y .Y y y y y .1• y y y y y y y y \� USE:VACANT y y y y J y y y y .Y y .✓ .� y V y y y y y y + LAND NOW 10R FORMERLY OF .Y y y y . .V y V. .Y .Y y •Y ® . .Y y . y .Y y y V. y y(��+.yY7 y (/'�� -- y •Y •Y J. y y y J. y y J. ® . y .I- .Y y y y J• y .y `../ ` TOWN VACANT \ \ `y y y y y y y y y •Y y y ® N y y y v y .4 y •Y y \�'\ /y/�`1//�� \/ C S r REVISIONS V X y y y y ' •L y y y J. y y y y J. y y � �wn,� .,. y y y y y y y y y y y y y y y y y J. y .y y y y y y y y y y y y y l l y� y y .Y y .l, y .Y y .✓ y y y y y .Y\ [r'��VJ ` _ - O •Y y y W y y .Y y y .L y .I. y y y y y y .1. y y y y CIVIL CE GI ME G y .I. J. y •Y .Y W y y .Y y y y y •L �0 y y y y y y .Y y y V. .V y .Y y y y y .�w�•Y y y y y y y y y L y��.Y y y©y y y y .✓ y y y y y y y y y y y y y y y y y y y y y W y \ 664 BLUE POINT ROAD, UNIT B \ 0 fy)y \ HOLTSVILLEs NEW YORK 11742 •Y y y .Y y y y y .t. y y .Y y y y y y y y y y y y y •..Y J. W y .V .L y N- ] y J. J- y J. .Y V. y y y y y J. .Y .Y W .Y J. (6 31) 9 61-O 5 O 6\ ` y y y y •Y •...a' y y W •L y J• y y y .✓ y y y y y y y y ` Q WWW.KeyCivil Engineering.ccm 5'WIDE FILL EASEMENT I (/'��7 y y y •Y y y y .i. y y .1. y `Y J. y •Y y y y y •Y y y y y Z FAVOR OF COUNTY OF SUFFOLK 0 `W 0 y y y N W y W y y y y y y . y y y W y y y O 0y y y y y y y y y .Y W y y y y y y y y y y y N 528.64' y y y y y y y y y y y y y y y y y y y y y y PROJECT NAME - - - - - - -- ��7�1�_A- _U- _�- 300.00' - - PROPOSED EDGE NE PAVEMENT � _ CONTRACTOR S BUSINESS BUILDINGS SOLID WHITE LINE WEST sOTJND TRAVEL LANE 705 COUNTY ROAD MATTITUCK, NY 1195252 LOW LINE EDGE DE PAVEMENT TOWN OF SOUTHOLD, COUNTY OF SUFFOLK DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 GRASS MEDIAN 1�i�DLE ROAD NORTH ROAD DRAWING TITLE �SUF�F'OLK COUNTY ROAD 4-8� TRUCK RUN PLAN DATE: 07/15/2025 7.5E 42.5E SCALE: 1"=30' 0 300 o.00 35.50 PROJECT NUMBER: 24216 0 DRAWING BY: JR O O O O 3.0E 12.50 CHECKED BY: DP WB-50 feet APPROVED BY: MP Tractor Width 8.00 Lock to Lock Time 6.0 SEAL SIGNATURE: ALTERATION OR ADDITION TO THIS Trailer Width 8.50 Steering Angle 17.7 DOCUMENT EXCEPT BY A LICENSED Tractor Track 8.00 Articulating Angle 70.0 PROFESSIONAL ENGINEER IS A O�railer Track 8.5E EIAi � VIOLATION OF SECTION 7209, : NEW V SUB-DIVISION 2,OF THE NEW YORK PILOT �'9 STATE EDUCATION LAW. Q, co Q DRAWING No: * � w GRAPHIC SCALE _ NOT 15 AJ I\I LED _Z 30 0 15 30 60 120 �2s'O0 08i5 •�P�� TR-1 ROFE �O ( IN FEET ) Know what's below. _ 1 inch = 30 ft. Call before you dig. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER 1081558 1 OF 1 Y:\Key Civil\Projects024\24216_Ron Kuoppala_705 County Road 48_Mattituck0rawingsVey Civil\24216_2025.07.31_SPP-4_TR-1.dwg -- I i CERTIFIED TO: 705 CR 48 LLC 200' RADIIJS MAP OF ADVANTAGE TITLE GROUP AGENCY, LLC -TITLE 24-CS-61314 DESCRIBED PROPERTYSTEWART TITLE INSURANCE COMPANY SIT UA TE A lT JOB NO.:2002-211 MATT I TUCK MAP NO.: TOWN OF SOUTHOLD FILED: CF NEN, SUFFOLK COUNTY, NEW YORK REVISIONS: �� `1 S.C.T.M. DIST. 1000 SEC. 113 BLK. 12 LOT 13 Received ��V UPDATE&RECERTIFY SURVEY 1213/21 W. 25 13 0 25 50 75 160 125 150 175 200 225UPDATE&LOC. ADD STILL EASEMENT 12114121 SCALE: 1"=50' DATE.APRIL 24, 2002 FEB 2025 PREPARE 200 RADEUS MAP 10/2�/22 9/20/22 •'` > `I ' 1 , v � UPDATE&RECERTIFY TO NEW Zoning Boar of Appeals PURCHASER 11116124 '` ''?-` V'� 0. 0� rCLArdD s�� JEFFREY W. HADERER L.S. �....,,...... NYS LIC. NO.:050538 00000, \ TMWOW \ LAND SURVEYING SUCCESSORffANo S 18 W M SURVEYING, UATT E3 / LOT 2 \ HAMPTONBAYS,NEW YORK 11946 MINOR SUBDIVISION OF \ (V)631-369-8312-(F)631-369-8313 email.-Minforkslandsvrvey@ ahoo.com ?O "D ON E13RASSOCIATES" UA A TES" O COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING LOT 3 FILED ON FEBRUARY 1 1991 nO \ THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE / SUBDIVISION OF AS MAP N0. 9061 �I "AD MASSOCIATES"991 LAND NOW OR FORMERLY S JR. &SHARON M. CONSIDERED TO BE A VALID COPYAND SHALL NOT BE USED FOR ANY PURPOSE. \ / D 0 FEBRUARY 7, 1 M. JACOBS S AP NO. 9061 JAMES H.JACOB S.C.T.M. 1000-113-12-10.2 \ / RESIDENCE LAND NOW OR FORMERLY SINGLE FAMILY RESID \ ' THOMAS R. TALBOT S.C.T.M. 1000-113-12-10.3 NO PHYSICAL POSSESION \ t -STAKE SET I SINGLE FSAMILY RESIDENCE cot 2. N 87°16'40"E 300.00' " SMON. 8" a 0 24 15" OB" 8„ 06" V STAKESE7 12" 08" ro 07" 08" 8„a 1012- 08" a 7„ 0 7 a 8 _ E3-7'-`-- a 8" -�Q12' Cn 07" -ow—. 43100 7' a7" (3)12' 010" 70 T`') � —8 Oy^ a7" Oil- 7"Q)g �� \ 120 011" 08" a,1^ 6Or Oea47" 0 07" 015" Os^ 010" 8 as 6 \ r;1, or10" 710 a,s^ 012"Ole. 07" 10"0 `ads" m as" 10,0010 s" 6"00 014" 010"010" gg�ry 010" Or \\ 8 0 a 7" 08" 01210 7" (3 8 8"a 8"a i0GEO qoO 10" 8"ra EE r ED .� or a 12" 7" 02•X012^ 0e" a 11" Os" s'0 s!Zy;I2)7- // a;o^ 010" 0 s" \ 010„ Or' 910" a 5 as" 010. 5 A vo a / i 91I �o 8" \ \ a 019" I I i sHO 0k N O 10" 1 20 G 010. \\a s,. 691, 41� - 4" o w, 11.0 l 7'0 `y i0" a1z" �/ "12 \ s 41 i — -----� m Za T 10" -� \ \^ gb Q a10 a \ N O Z oo cP \ Z s 1aa 010" 06" 3Z) 15"0a12\\ J �^ ��,-� \,$ B % 0s" OO W �O \ u, o NO m O n G�O101r L N � 8 8„001s 0 2-6° 0,a^ �i 9� y0 0o 0�W� Q cr T R \ n J1 O N 2 ' 7 -0 08,. ps O L o O O �a- 0 s" — �0 \ % X. O \ � Q' rL�� Nm Q9 0e^ as" 01r' F �/ Y\g►S 12'0 \ 11'a � \ '�Z W 'ram N �4?� a8 as as V `�y 8'�0 0 � cP 2 \ G o O a n�L - % 0 s" — , 120 ,P-` \ \ poOG y�� j O r� s„ a s a 0 8/ / 0 a 17 r�Z Cn Zen ` a -L / 08" s"0 / 120 ` 1 �n a C2 -P o O ai 8"a ) \ �O ` ` NG Z 9 t-�p // a 8" a 8" / 13„0 --q a 12' 63 O w O I'" ""A f j \ / 8"af7B" / 8" 7 t7 03 OOZ X. / Or1-10 e �y„ �\ Os" \\ �,z Os„ o b(A \ ell a8" 100 06., 1I � "� / a8" 012" W 0 / ld6" i `�� 1, 012- I 0 101"d8" \ 7" 1 13-0 \ 15 R I b5„ a gQ9�7„ 0+5" 08 a�16 5,WIDEN / SENfE ITIN FAVOF�'OF L=163.84 � Os^ N +o. ErF�_d+� COUNTY OF SUFFOIIt-� EL:42.8' 8 8 a 8 p12^�- w SPIKE-SET \ \ _ CONC.MON. a"Os" _ I GA7EPQSr�. rs'E-— 70 '4 " N 87°16'57"E 528.64' STAKE se DG P EV1 T PU A MAI STR T OVE EAD CITYy ESS THS OF HWA A LIND GRO D UTI MA! AND SER ES VISI ' (TO MA DOU Y07 RSA EED \ SOLID WHITE LINE WEST BOUND TRAVEL LANE MEDIAN o MIDDLE ROAD NORTH ROAD (COUNTY ROAD 48) LAND NOW KE�NED RLY OF / S,C.T.M. 1000-121-2-5 \ / VACANT LAND NOW OR FORMERLY OF 9095 SOUND AVE S"C.T.M. 1000-121-2 IMPROVED -RESTAURANT EASEMENTANDAJRSUBEURFACE STREC PEDARE fTGUA , UNRECORDED ARE NOTGUARATTAF UNLESS PHYSICALLY EVIDENT A7 THE TIMEOF SURVEY THEOFFSET(OR DWENSLONS)SHOMd HEREONFROM THESMGWRES TO THE PROPERTY LINES ARE FOR A SPEVFIC PURFOSEAA'D USEANDTHEREFORE ARENOT fNTENDED TOGUIDE THE ERECTIONOF FENCES,RETAINING WAILS,POOLS PATIOS PLANTING AREAS,ADOHAJ.NS 10 AU)LDINGS ANO ANY OTHER CC W S iRUC iION UNAUTNORRED ALTERATIONORADDfTION IOTHIS SURVEYIS AVIOLAPONOF SECT 7T OFTHENEWY"RKSTATE EDUCATION LAW COPIESOFTHIS SURVEY MAP NOT BEARING THELANDSURVEYORSINKEDSEALOR EMBOSSED SEAL SHALL NOT BE CLWSIDERED TO BE AVALID TI TLE COPY CERTIFICATIONS INMATED HERON SHALL RUN ONLY REPARE THE FLRSONHIS—HTO THE GUR EY LOT AREA: 111848 SQ.FT. =2.568 ACRES I.,PREPAREDANDOWRNBEHALFTOTHE TNLEGOMPANY,GOVERNMENTgt RGENCY ANO T ITHEAIIG U"°"T5ELEkEREo","1- ELEVATIONS REFERENCED TO NAVD 1988 LFIDI ASSIGNEESOFTHELENDING"AN iU ONCER RCATIONSARENOT TRANSFERABLE °ADD"`°NA"NGTOU"°NSDRSU&EWENT NO SURFACE WATER EVIDENT WITHIN 300' ONNERS NO PHYSICAL POSSESION ZONE:R-80 RESIDENCE GENERAL SITE NOTES LAND NOW OR FORMERLY OF ZONE:R-80 RESIDENCE JAMES H. JACOBS JR. & SHARON M. JACOBS USE.RESIDENCE S-C-T-M. 1000-113-12-10.2 USE:RESIDENCE 7- SINGLE FAMILY RESIDENCE 1. UNSUITABLE MATERIAL,CONSTRUCTION DEBRIS,EXCESS SOILS,ETC.SHALL BE PROPERLY REMOVED AND DISPOSED OF LAND NOW OR FORMERLY OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND LAWS, THOMAS R. TALBOT RP� ceived S.C.T.M. 1000-113-12-10.3 SINGLE FAMILY RESIDENCE N 87016'40"E 300.00' 2. THE CONTRACTOR IS RESPONSIBLE TO TAKE EROSION CONTROL MEASURES NECESSARY IN ACCORDANCE WITH NYS 0 I STANDARDS AND SPECIFICATIONS FOR EROSION a SEDIMENT CONTROL TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS 0 0 92025 FROM WASHING ONTO ADJACENT ROADWAYS AND PROPERTIES. SITE .;,4�. 0 0 C 0 0 oaro 3. ALL ON-SITE CONCRETE SHALL BE IN CONFORMANCE WITH ACI PROVISIONS. ALL CURBING SHALL BE CONCRETE UNLESS 0 Of Appe,91,9 OTHERWISE NOTED, % 0 0 in 0 0 PROP 10'X 10' ""\�EXIST.WOODED 0 4. RELOCATION AND/OR REMOVAL OF EXISTING UTILITY POLES, TRAFFIC SIGNS, ETC., SHALL BE COORDINATED BY THE (6-HIGH PVC FENCE) 0 BUFFER A ro CONTRACTOR. THE ON IS RESPONSIBLE FOR FIELD VERIFYING THEIR PRESENCE. 0 REMAIN -44 TRASH ENCLOSURE 0 AREA TO 0 ON CONIC.PAD M 5. WORK WITHIN THE R.O.W. OF MIDDLE COUNTRY ROAD SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE Or REQUIREMENTS OF SUFFOLK COUNTY REGULATIONS. U 48' R20' 6. ALL TRAFFIC CONTROL DEVICES, I.E. SIGNALS, SIGNS, AND PAVEMENT MARKINGS SHALL BE INSTALLED IN *0* 5 R3' R30' CONFORMANCE WITH THE GUIDELINES OF THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND ROP. ASPHALT 0 C14 0 AS DIRECTED BY THE TOWN OF SOUTHHOLD,DIVISION OF TRAFFIC SAFETY. ALL PAVEMENT MARKINGS REQUIRED SHALL 0 1--p PAVEMENT 0 BE THERMOPLASTIC NYSDOT SPECIFICATIONS)UNLESS OTHERWISE NOTED ON PLAN. 0 R10' R8' R5' )111 0 2 R5' 7. CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE FREE W W W 19, R15' 6, 6, PROP.1 O'X 10' R31 FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL DETERMINE -HIGH PVC FENCE) P g- (6 EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUTTING IN ORDER TO PERFORM THE WORKSCOPE DEPICTED ON 25.7, * 3 0 0 TRASH ENCLOSURE Vl_ THE PLANS. TWO FT MINIMUM FROM CURBS, PADS, WALKS, AND WALLS TO PERMIT PROPER COMPACTION OF THE ON CONC.PAD �OJE, R3' 10 REPLACED SURFACES. R18' ' * - 0 0 8. REMOVAL INCLUDES, BUT IS NOT LIMITED TO, CURBING, PAVEMENT, UNSUITABLE MATERIALS, AND UNDERGROUND R2' PIPING. QUESTIONABLE ITEMS ENCOUNTERED(ABOVE AND/OR BELOW GRADE)SHALL BE BROUGHT TO THE ATTENTION Mapdata02024 Terms Reportamapenrbr OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE. 0, n 0. 9. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO EXISTING VICINITY MAP 0 FOUNDATIONS AND OTHER STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE N.T.S. APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF EXPOSED AND/OR BELOW GRADE BULK ZONING TABLE FOUNDATIONS/WALLS/SIDEWALKS AND PAVEMENT TO REMAIN,AND SHALL PROVIDE A SAFE WORK AREA. ANY DAMAGE 0 0 ROP. ADA&'VAN OR DISTURBANCE DUE TO SUBJECT WORKSCOPE SHALL BE REPAIRED TO LIKE-KIND CONDITIONS AT THE PROJECT DATA ACCESSIBLE'SIGNS(TYP.OF 2) ZONING DISTRICT:LB LIMITED BUSINESS CONTRACTOR'S EXPENSE. ITEM SECTION PERMITTED/REQUIRED TAX MAP NUMBER...PROPOSED .................. Dist 1000,Sect.113,Block 12,Lot 13 PROP.'NO PARKING 10. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC DURING ANYTIME'SIGN 111,848 SF(2.57 Acres) 280 SITE AREA.................................. 0 MINIMUM LOT AREA ATTACH REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL, ACCESS, AND SAFETY PROVISIONS WITHIN THE R.O.W. AND ACCESS NIS C52 80,000 SF 111,848 SF(2.57 ACRES) ROUTES(E.G.ACCESSIBLE RAMPS,PEDESTRIAN CROSSWALKS,SIDEWALKS,PAVEMENT STRIPING,ETC.)SHALL BE THE ZONING....................................... LB LIMITED BUSINESS MENT4 CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL DETERMINE APPROPRIATENESS OF REMOVAL ACTIVITIES CURRENT USE.......................... VACANT 280 AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND SAFETY OF THE PUBLIC UNTIL PERMANENT CP MINIMUM LOT WIDTH ATTACH 175' COMPONENTS/REPLACEMENTS NTS/R E PLACEMENTS CAN BE INSTALLED. PROPOSED USE......................... 300' CONTRACTOR'S BUSINESS 0 MENT4 -STORY 0 PROPOSED FOOTPRINT 22,006 SF PROPOSED!-STORY CP IF SHORING AT A DEPTH GREATER THAN 5' IS REQUIRED TO ACCOMMODATE CONSTRUCTION ACTIVITIES, IT SHALL BE 280 BUILDING THE CONTRACTOR'S RESPONSIBILITY TO RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN THE REQUIRED PROP.CONC.CURB RT i.., 2!�, ", LANDSCAPEINATURAL AREA... 47,961 SF V-, MINIMUM LOT DEPTH ATTACH 200' 400.03' CONTRACTOR'S RT SHEETING AND SHORING DETA;LS.SHEETING SHALL BE IN CONFORMANCE WITH OSHA REQUIREMENTS. (TYP.) BUSINESS MENT4 PAVE MENT/CONC RETE AREA... 41,881 SF n. 11,003 SF 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION,SIZE,TYPE,AND DEPTH OF UTILITIES, 0 CP RT 10 MAXIMUM FRONT YARD 280-43A 100 PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MUST CONTACT THE APPROPRIATE 100, CP LOCAL"ONE CALL"SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEEN THE FIELD LOCATIONS AND THE PLANS SHALL BE 280 '6y REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY. THE CONTRACTOR IS ADVISED THAT UTILITY INFORMATION PROPOSED1 MINIMUM SIDE YARD ATTACH 20' -STORY 54' i: SHOWN ON THE PLAN IS A CnIIIpLATION OF FIELD LOCATIONS,ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND BUILDING PROP.'NO PARKING LQ MENT4 ACCESSIBLE IN THE FIELD,Ai.C;RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED ANYTIME'SIGN CONTRACTOR'S BUSINESS 280 ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY MINIMUMREARYARD ATTACH 75' 75' COMPANIES PRIOR TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES PROP. ADA&'VAN 11,003 SF: A�-- �%% CTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. ACCESSIBLE'SIGNS 0 MENT 4 DISTURBED DURING CONSTRU 280 13. THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL OF LANDSCAPE AREA ATTACH 35% 42.9%(47,961 SF) STRUCTURES AND FOUNDAl iONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, FROZEN NIS 000": n�: MENT4 MATERIALS,ROOTS AND OTHER ORGAN IC MATTER. STONES USED SHALL NOT BE LARGER THAN 6 INCHES IN DIMENSION. ROP. CONC.CURB 280 (TYP.) PRIOR TO PLACEMENT OF FILL MATERIALS,UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE THAT AREAS TO PROP.CONCRETE MAXIMUM LOT BE FILLED ARE FREE OF STAi DING WATER,FROST,FROZEN MATERIAL,TRASH AND DEBRIS. PLACE FILL MATERIALS IN ATTACH 20% 19.7%(22,006 SF) NO PHYSICAL POSSESION COVERAGE SIDEWALK LAND 14OW OR FORMERLY OF HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% MENT4 GULLY REALY, LLC ;� OPTIMUM DENSITY. GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. S.C'T-M- 1000-113-12-12 kc� ZONE:PROI ECTED 280 RAI VACANT ROP.CONCRETE h -IS i �:: :ii ATTACH 3612 1/2 STORIES 18'(1 STORY) REFER TO GEOTECHNICAL REPORT(IF PROVIDED) FOR FURTHER RECOMMENDATIONS. REFER TO GRADING PLAN FOR MAXIMUM BUILDING SIDEWALK HEIGHT PROPOSED SURFACE ELEVATIONS. 0 MENT4 RT R20' A PROJECT SHALL BE DIVIDED INTO SEPARATE 14. UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, SHALL BE EMPTIED, CLEANED AND REMOVED FROM THE SITE IN ZONE:LB LIMITED BUSINESS R5' USE:VACANT S.C.T.M. 1000-113-12-14 STRUCTURES SO THAT NO SINGLE STRUCTURE ACCORDANCE WITH FEDERAL,STATE,COUNTY,AND LOCAL REQUIREMENTS. PROP.CONC.CURB LAND NOW OR FOR OF SHALL HAVE MORE THAN 60 LINEAR FEET OF (TYP.) . . . . . . *0 0 TOWN VAS F SOUTHOLD R33' + VACANT MIN.STRUCTURE FRONTAGE ON ONE STREET.THE SETBACKS OF 15. PROPOSED TREE PROTECTICAl FENCE TO BE INSTALLED BEFORE THE START OF REMOVAL ACTIVITIES AND TO BE R20' R15' R15' 280-50-C MULTIPLE STRUCTURES ON A PARCEL MAY VARY, COMPLIES REMOVED AFTER CONSTRUCTION IS COMPLETE.REFER TO LANDSCAPE PLAN FOR DETAILS. FRONTAGE PROVIDED THAT THE AVERAGE SETBACK OF THE R15' * * ROP.ASPHALT STRUCTURES MEETS THE SETBACK REQUIRED 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES PAVEMENT *o ABOVE AND ALL BUILDINGS ARE AT LEAST 75 REGARDING MATERIALS AND INSTALLATION OF PROPOSED WORK,FOR OBTAINING THE REQUIRED PERMITS,SIGN OFFS, R45' 0 C14 p 1��' FEET FROM THE RIGHT-OF-WAY. AND CONSTRUCTION INSPECTIONS,ACCORDING TO GOVERNING BUILDING CODES AND DISPOSAL OF ALL MATERIAL IN 0 IN ALL NONRESIDENTIAL DISTRICTS,THERE ACCORDANCE WITH STATE AND LOCAL LAW. PROP.STOP SIGN R40' SHALL BE A LANDSCAPED STRIP IN THE FRONT+ . * * . . �> 17. SIDEWALKS,CURBS,OR OTHER EXISTING SITE APPURTENANCES DAMAGED BY CONSTRUCTION SHALL BE REPAIRED OR 0 (TYP.) 0 R25' 0 MIN.LANDSCAPE 280-93-B YARD AREA;THE STRIP SHALL BE 25'.THERE COMPLIES REPLACED IN KIND OR UNLESS NOTED OTHERWISE(UNO),WHETHER SPECIFIED ON THIS PLAN OR NOT,AT THE SOLE 0 BUFFER SHALL BE ALSO BE A LANDSCAPED AREA 5'WIDE COST OF THE CONTRACTOR. PROP.CONC.CURB R25' ABUTTING THE FRONT OF THE BUILDING IN ALL (TYP.) PROP.CONC.CURB NON RESIDENTIAL DISTRICTS. 18. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS. NO. DATE BY DESCRIPTION BOUNDARIES OF A NONRESIDENTIAL LOT 19. SEQUENCE AND COORDINATION OF CONSTRUCTION IS SOLELY THE CONTRACTORS RESPONSIBILITY. - *Q PRO'POSED TRANSITION BUFFER 280-94 ZD ABUTTING ANY LOT IN A RESIDENTIAL DISTRICT. REVISIONS -EXIST.WOODED 30'� LAND SUCH BUFFER AREA SHALL COMPLY WITH AT 45' WORK WITHIN A SUFFOLK COUNTY RIGHT-OF-WAY THE �0 (TYP.) * * . * + * * + A BUFFER AREA SHALL BE REQUIRED ALONG ALL LANDSCAPE AREA . . . . AREA B(3) 20. PRIOR TO THE COMMENCEMENT OF ANY BUFFER AREA To LEAST THE FOLLOWING MINIMUM STANDARDS: APPLICANT/OWNER/DEVELOPER/CONTRACTOR MUST OBTAIN A RIGHT-OF-WAY WORK PERMIT FROM THE SCDPW. REMAIN E) * * * . * - LIMITED BUSINESS DISTRICT:20 FEET 5'WIDE FILL EASEMENT 1 21. ANY UTILITIES INCLUDING POLES REQUIRED TO BE RELOCATED DUE TO THE INSTALLATION OF THE REQUIRED 0 0 IMPROVEMENTS SHALL BE RELOCATED AT THE EXPENSE OF THE APPLICANT/OWNER/DEVELOPER/CONTRACTOR. ANY DISTRICT OTHER THAN A RESIDENTIAL FAVOR OF COUNTY OF SUFFOLK 0 TRANSITION BUFFER 280-94- DISTRICT ADJOINING LAND OWNED OR . . . . . 22, ALL TRAFFIC ROAD MARKINGS,ROAD SIGNS,AND LIGHT SIGNALS THAT MAY HAVE BEEN MOVED OR DAMAGED IN THE AREA B(6) MAINTAINED BY NEW YORK STATE,SUFFOLK 528.64' • 25.6' 411131101 - PROCESS OF CONSTRUCTION SHALL BE RESTORED AT THE APPLICANT'S EXPENSE TO AT LEAST THE SAME QUALITY AND EDGE OF PAVEMENT R35' R35' S 87116'40" W 300.00, COUNTY OR SOUTHOLD TOWN WITH CURRENT CHARACTERISTICS THAT EXISTED BEFORE CONSTRUCTION BEGAN. THE APPLICANT SHALL BE FURTHER RESPONSIBLE OR POTENTIAL USE AS PARKLAND:25 FEET. 1 1 TO INSURE THAT, IN THE ROADWAYS ADJACENT TO THE CONSTRUCTION SITE,THESE MARKINGS, SIGNS AND SIGNALS, ARE MAINTAINED DURING THE ENTIRE PERIOD OF CONSTRUCTION. IF REPLACEMENT OR UPGRADE IS REQUIRED,SAME PROP.STOP SIGN(R1 1)&No ROP.THERMOPLASTIC MUST BE APPROVED BY THE SCWPW. LEFT TURN SIGN(R3-2) WHITE STRIPING AND THERMOPLASTIC STOP BAR C I V I L 12 PJ G I PJ1 IE E F/ PARKING CALCULATIONS 23. ALL ACCESSIBLE PARKING. CURB RAMPS,AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE 664 BLUE POINT ROAD, UNIT B ID WHITE LINE ITEM SECTION PERM ITTEDIREQU[RED PROPOSED REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER I 1-ACCESSIBILTY,AND ICCIANSI A117.1-2017.SOL HOLTSVILLE, NEW YORK 11742 wiF_slr j3c>uTq-r> q-n.A�N1iF_x_ i-Aism- 24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED (631) 961-0506 ......... SOLID YELLOW LINE --------................................................. ----------------------- MINIMUM STALL SIZE 280-78-C 9'x 19' 91X191 WITH THE PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A www.KeyCivilEngineering.com EDGE OF PAVEMENT .................................----------------- CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES,IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY GRASS MEDIAN 1?1<XAjD MINIMUM AISLE WIDTH 280-78-C 22'MIN.WITH 90*PARKING 25'WITH 90*PARKING THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY PROJECT NAME THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH 1PCXk1D 48)1 10'FOR COLLECTOR ROADS&15'FOR LOCAL REGULATIONS AND CODE. PROPOSED ACCESS DRIVEWAY SECONDARY HIGHWAYS(ONE WAY) WIDTH FOR COLLECTOR ROADS& FOR 30'TWO-WAY 25. THE CONTRACTOR SHALL.COMPLY TO THE FULLEST EXTENT WITH THE LATEST O.S.H.A.STANDARDS AND REGULATIONS, SECONDARY HIGHWAYS(TWO WAY) OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES, THE CONTRACTOR IS CONTRZACTOR'S BUSHNIESS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE MINIMUM PARKING 280-78-J-2 10'FROM ALL PROPERTY LINES COMPLIES CRITERIA OF O.S,H.A,,AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING EB U I L rL'J"INGS SETBACK PROCEDURES. LEGEND 26. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEAN-OUT TOPS SHALL BE ADJUSTED, IF 705 COUNTY ROAD 48 FOR MANUFACTURING,WHOLESALE AND REQUIRED,TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. MATTITUCK, NY 11952 EXISTING ITEM PROPOSED STORAGE USES AND FOR DRY-CLEANING AND TOWN OF SOUTHOLD, COUNTY OF SUFFOLK RUG-CLEANING ESTABLISHMENTS AND 27. IN CASE OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS,IMMEDIATELY NOTIFY THE PROJECT ENGINEER IN DIST:1000, SECT.: 113, BLOCK: 12, LOT: 13 PROPERTY LINE LAUNDRIES:ONE BERTH FOR 5,000 TO 10,000 WRITING OF ANY CONFLICTS. NUMBER OF LOADING 280-79-A-6 SQUARE FEET OF FLOOR AREA IN SUCH USE, NOT APPLICABLE DRAWING TITLE BUILDING SPACES REQUIRED AND ONE ADDITIONAL BERTH FOR EACH 28. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL ADDITIONAL 10,000 SQUARE FEET OF FLOOR SOURCES AND DISPOSAL FACILITIES.CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO PROJECT ENGINEER AND DOOR LOCATION A AREA OR FRACTION THEREOF SO USED.IN OWNER PRIOR TO INITIATING WORK. EN�EXT ADDITION,ADEQUATE RESERVED PARKING FOR OVERHEAD DOOR A WAITING TRUCKS SHALL BE PROVIDED. 29. CONTRACTOR SHALL DOCUMENT,WITH PHOTOS,CRITICAL STAGES OF CONSTRUCTION AND PROVIDE TO ENGINEER OF SITE PLAN LOCATION OH RECORD AT END OF CONSTRUCTION. MINIMUM LOADING 280-79-B 15'IN WIDTH,45'IN LENGTH,AND 14'CLEARANCE NOT APPLICABLE 30. THE CONTRACTOR SHALL PERFORM THE WORK AS SHOWN ON THE PLANS AND SPECIFIED HEREIN.THE PLANS SHOW CONCRETE CURB SPACE SIZE THE GENERAL SCOPE OF THE WORK AND DO NOT NECESSARILY SHOW ALL DETAILS REQUIRED FOR COMPLETE FINISHED SIGN - WORKING SYSTEMS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIALS AND LABOR AS DATE: 01/27/2025 MINIMUM NUMBER OF 280-78 CONTRACTOR BUSINESS 45 STALLS NECESSARY FOR THE CONSTRUCTION OF COMPLETE WORKING SYSTEMS. SCALE: ill = 30' MANHOLE 00 STALLS 22,006 SF/1 SPACE PER 500 SF=44 STALLS 31. ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE(NEC). 32. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY OR PROTECTED WITH TEMPORARY FENCING PROJECT NUMBER: 24216 INLET 0 MIN.FRONT FACING 28-48-B.-17-5-a NO GREATER THAN 30%OF TOTAL NUMBER OF NO FRONT FACING IN COMPLIANCE WITH OSHA REQUIREMENTS. DRAWING BY: JR AREA LIGHT OFF-STREET PARKING PARKING STALLS PARKING PROVIDED 33. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. CHECKED BY: DP PAVEMENT MARKING [v] VARIANCE REQUIRED 34. SIGNS TO BE FILED UNDER SEPARATE APPLICATIONS BY OTHERS. APPROVED BY: ARROW M P ACCESSIBLE MARKING SEAL & SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A PARKING SPACE VIOLATION OF SECTION 7209, COUNT SUB-DIVISION 2.OF THE NEW OF NEW STATE EDUCATION LAW CONCRETE PAD :_7, )10 r LANDSCAPE AREA C9 P 1-01-;1_1 DRAWING No: GRAPHIC SCA1,E IL S ACt 30 0 15 30 60 120 W TREE 0 r_ 0 0 C-1 t. WOODED BUFFER LINE ( IN FEET ) Know what's below. 081500 Cal I before you dig. FES I inch 30 ft.ZONE: U 80 RESIDENCE FEBF ' fining 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 1 OF 10 Y:1KeTc,7il\Pl.jeCtIT024124216-R.I Kuoppala--705 County Road 48-.MatituchDrawingsVey Civil\24216.2025.01,27 SPP-O.dwg .4 Y, GRADING & DRAINAGE NOTES Received 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. WSW rt SI TE 2. STORMWATER RUNOFF COEFFICIENTS PER TOWN OF SOUTHOLD: .S FEB 19 2025 a. ROOF=1.00 b. PAVEMENT/IMPERVIOUS=1.00 c. LANDSCAPEIPERVIOUS=0.30 Zoning boara of Appeals, 3. PROVIDE STORMWATER RUNOFF STORAGE FOR 3"RAINFALL PER TOWN OF SOUTHOLD REQUIREMENTS 48 4. DRYWELL DESIGN CAPACITY:10'DIAMETER =68.42 CF1VF coo NO PHYSICAL POSSESION LAND NOW OR FORMERLY OF ZONE;R-80 R-ESIDENCE 5. ALL PROPOSED DRAINAGE INTERCONNECTING PIPING SHALL BE SMOOTH WALL HDPE WITH A MINIMUM DIAMETER OF 15 INCHES. 48swi ZONE:R-80 RESIDENCE DAMES H. JACOBS JR. & SHARON M. JACOBS USE:RESIDENCE USE:RESIDENCE S-C-T-M- 1000-113-12-102 SINGLE FAMILY RESIDENCE 6. TOP OF EFFECTIVE DEPTH IN LEACHING STRUCTURES SHALL BE NO HIGHER THAN THE GRATE ELEVATION OF THE LAND NOW OR FORMERLY OF LOWEST INLET IN THE IMMEDIATE SYSTEM. THOMAS R. TALBOT S.C.T.M. 1000-113-12-10.3 300.00' SINGLE FAMILY RESIDENCE N 87016'40"E 7. GROUNDWATER WAS NOT OBSERVED AT 17-0- BELOW GRADE (EL. 41.10) DURING FIELD WORK BY McDONALD 091/ 5 �4 GEOSERVICES ON NOVEMBER 01,2023.PER USGS LONG ISLAND DEPTH TO GROUNDWATER VIEWER,GROUNDWATER IS 0611 38'BELOW GRADE(EL.±2.00 NAVD88). 811 0 07 08 /1 0611 0711 0811 06 11 6 "0 012 8. ALL LANDINGS AND WALKWAYS SHALL HAVE A MINIMUM OF 1.0% CROSS SLOPE AWAY FROM THE BUILDING OR SLOPE 07 711 0611 TOWARDS AN INLET i LOW SPOT. 0711 0 10 --A,-r�---Te 091f 11 TC 43.00 TIC 43.00 9. CONTRACTOR SHALL CLEAN ALL EXISTINGIPROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES AT THE BC 42.5 BC 42.50 END OF CONSTRUCTION. 1010 0711 0D Mapdata@2024 Terms Reportamape7br 711 Oil // TC 42.75 7 TC 42.75 TC 42.40 710 TC 42.35 TC 42.60 /= BC 41.90 1 12 '0 BC 41.85 BC 42.25 BC 42.25 TC 42.80 TC 42.55 10, ALL ACCESSIBLE PARKING, CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE 061 0711 811 08 01V Q BC 42.30 07' BC 42.05 REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 1 I-ACCESSIBILTY AND ICCIANSI At 17.1 -2009.ACCESSIBLE VICINITY MAP 7� TC 43.00 N.T.S. 091/ 1/ U STALLS SHALL HAVE NO SLOPE GREATER THAN 2.0% IN ANY DIRECTION AND THE PROPOSED SIDEWALK SHALL NOT T 4 .50 LU A-21 43 BC 42.50 EXCEED A 5.0%RUNNING SLOPE AND 2.0% CROSS SLOPE. .-�0 42 A-2 Lu BC 42.00 A-9 Q TC 42.30 0 TC 42.30 0 TC 42.60: PROJECT DATA BC 41.80 BC 41.80 0 BC 42.10 11. LOCATION OF EXISTING UTILITY SERVICES ARE UNKNOWN AND SHALL BE CONFIRMED INDEPENDENTLY BY THE `% 0 le- 11 CONTRACTOR WITH THE UTILITY COMPANIES AND/OR PRIVATE MARK OUT COMPANIES PRIOR TO COMMENCEMENT OF TAX MAP NUMBER..................... Dist.1000,Sect.1 13,Block 12,Lot 13 TC 42.40 1 0 TC 42A0 A-22 e/ CONSTRUCTION. BC 41.90 A-8 BC 41.90 TC 42.40 SITE AREA.................................. 111,848 SF(2.57 Acres) I- A-11 43.00 12. ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. 41.95 BC 42.05 GR 41.10 TC 42.05 BC 41.90 ZONING....................................... LB LIMITED BUSINESS -7 TC 42.25 4 .05 BC 41.55 TC 41.85 13. IF WET CONDITION IS ENCOUNTERED,CONTRACTOR SHALL USE 3/4"CLEAN WASHED STONE IN LIEU OF SAND BACKFILL. CURRENT USE........................... VACANT 42.05 R =36.10 t t BC 41.75 42.15 TC 42.25 9/1 BC 41,75 �T IA-23 14. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS EMPLOYEES,THE GENERAL PROPOSED USE......................... CONTRACTOR'S BUSINESS TC 42 RIDGE RD=38 75 42.10 41.75 A-12 42.20 41.70 TC42.40 PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC R.O.W.'S, ETC. DURING ALL CONSTRUCTION AND PROPOSED FOOTPRINT........... 22,006 SF BC 41-50 :11 : - BC41.9 PROP.15"0 HDPE REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL CODES AND REGULATIONS. THE BC 41.40 41.70141.75 G TC 42.65] Al DRAINAGE PIPE(TYP.) LANDSCAPEINATURAL AREA... 47,961 SF TC 42. 5 41.75 J� RD=36.10 TC 42.25 BC 42.15 GR 41.00 OWNER AND ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTOR'S SAFETY PROGRAMS&PROCEDURES IN TC 41.80 CONNECTION WITH THE WORK. PAVEMENT/CONCRETE AREA... 41,881 SF BC 41. 5 BC 41.75 911 611 BC 41.30 ty �::i A-24 41.75 A-6 41.75 41.75 oe A-1 GR 41.00 15. GRADING CONTOURS ARE FOR ILLUSTRATION PURPOSES ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION. PROP.8'0 PVC ROOF 41.75 41.70 I :�: RD=36.75 911 ��TC 42�2O DRAIN PIPE @ 1.5% :1 41.75 I RD=36.10 41.65 BC 41.70 LEGEND MIN.SLOPE(TYP.) STORMWATER DESIGN CALCULATIONS 41.65 41.7 41.75 PROP.HATCHED EXISTING ITEM PROPOSED 41.75 i AREA TO BE AT 2% A-25 !I' SITE AREA 111,848 SF(2.57 ACRES) MAX SLOPE TC 41.75 7#0 PROPERTY LINE le PROP.HATCHED TRIBUTARY DRAINAGE AREA=111,848 SF BC 41.25 A-5 AREATOBEAT2% 41.75 GR 41.10 16 41.75 tol BUILDING AREA=22,006 SF BUILDING MAX SLOPE 41.15 41.75 PAVEMENTAMPERVIOUS AREA=41,881 SF TC 41.70 PERVIOUS(LANDSCAPE AREA=47,961 SF j. 41.70 417 41.75 DOOR LOCATION A A-15 A-26 BC 41.20 ENIEXT 41.75 1 TRIBUTARY AREAW PROPOSED 1-STORY �b STORAGE REQUIRED BC 40.90 41.65 41.75 40�85 TC 41.55 OVERHEAD DOOR A J BUILDING OH 10 41.75 BC 4105 ROOF=22,006 SF x(3"/12)x 1.00 = 5.501.5 CF LOCATION CONTRACTOR'S 41.65 IMPERVIOUS=41,881 SF x(3712)x 1,00 =10,470.3 CF TC 41.50TC 41.8 1 4 .75 41.75 BUSINESS TC 41.40 PERVIOUS=47,961 SF x(Til 2)x 0.30 = 3,597.1 CF CONCRETE CURB BC 41.00 PROP.15"0 HDPE BC 40.90 TOTAL STORAGE REQUIRED =19,568.9 CF 11,003 SF A-Z F.F. EL. 41.75 Dm36.10 TC 41.25 TC 41.45 8 it TC 41.5 DRAINAGE PIPE(Ty..P-)*41.75 41.75 TC 41.30 STORAGE PROVIDED BC 41.05 1 41.75 SIGN , RD-3675 -16 - BC 40.75 BC 40.95 41.75 �fs BC 40.80 USE TWENTY NINE(29)10'0 DRYWELLS WITH 17.0-EFFECTIVE STORAGE DEPTHS k 41.65 GR 41.10 B-1 41.65 GR 40.60 29 DRYWELLS x 68,42 CF1VF x 17 0 VF=33,731.1 CF MANHOLE 00 41.75 PROPOSED 1-STORY RD=36.10 TC 41.40 33,731.1 CF CF IS GREATER THAN 19,568.9 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED. TC 41.20 40.80 BUILDING BC 40.70 jCONTRACTOR'S 4141.75 41.75 8 )0 INLET 0 41.75 BUSINESS 41.75 iA-4 A-17 PROP.15"0 HDPE X. 11,003 SF 41.75 PROP.8"0 PVC ROOF AREA LIGHT eo DRAINAGE PIPE(TYP.) 11F.F. EL. 4 RD=36.1 0 HP 41.50 BC 40.75 DRAIN PIPE @ 1,5% DRAINAGE STRUCTURE SCHEDULE RD=36.75 41.75 MIN.SLOPE(TYP.) Rr)=.16.75 .,.000 41.75 41.75 A-28 GR 40.60 STRUCTURE STRUCTURE TYPE EFFECTIVE RIM/ TOP OF BOTTOM INVERT INVERT _W_ WATER SERVICE W_ TC 41.10 NUMBER DEPTH GRATE RINGS OF RINGS IN OUT 41.65BC 40.60 7 9 41.75 3- 41.75 A-1 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 38.95 37.25 20.25 35.25 35.25 ELECTRIC SERVICE -E 611 9,10GS 41.75 PROP.8"0 PVC ROOF TC 41.40 NO PHYSICAL POSSESION23 UK 41.1U DRAIN PIPE @ 1 59/� 413 �kpG�� BC 40.90 A-2 PROPOSED 10'0 PRECAST DRYWELL WITH,SOLID COVER 17.00' 40.05 38.35 21.35 35.25 35.25 LAND NOW OR FORMERLY o,- I 41.65 GR 40.20 8 MIN.SLOPE(TYP.) A-3 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE STORM PIPE GULLY REALM, LLC ............. 1 17.00' 40.30 38.35 2135 35.25 35,25 S.C.T.M- 1000-113-12-12 41.75 IBC 5 41.75 T 42.25 ZONE:PROTECTED I I VACANT - 41.75 A-29 C 41.75 A-4 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17,00' 40.20 38.35 21.35 35.25 35.25 SANITARY PIPE TC 41.25 1.70 41.75 RD=36.75 41.70 A-5 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.45 38.35 21.35 35.25 35.25 58 NO. DATE BY DESCRIPTION ZONE:LB LIMITED BUSINESS BC 40.75 -0-00- 1 1 1 HP 41.3 TC 41.20 REVISIONS r 01 USE:VACANT 1.65 RD=' TC 40.. 5 BC 40.70 S.C.T.M. 1000-113-12-14 A-6 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17,00' 40.95 38,35 21.35 35.25 35.25 DRYWELL GR 40.30 TC 42.25 LAND NOW OR FORMERLY OF Srj -RID C 42,25 FTC 40-40 T BC 41.7 TC 41.60 BC 40. 5 A-30 01 , TOWN OF SOUTHOLD A-7 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE TC 41.00 1 TC 40.80 VACANT 17.00' 41.10 38.90 21.90 35,25 35.25 CONTOUR I L;41.1b 41 BC 40.85 4 BC 41.10 BC 40.30 % BC 40.65 0 811 GR 39.90 011 A-8 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.60 38.90 21.90 35.25 35.25 01 RIDGE -9 ER 17.00' 41.95 38.90 21.90 35.25 35.25 IF RIDGE LINE A PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER TC 41.50 TC 40.55 F AP /Zu A-2 A-GR-3-8 975 V-I VIP! BC 41.00 1 BC 40.05 012 , A-10 PROPOSED 1 U0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.80 38.90 21.90 35.25 1 35.25 FLOW ARROW TC 41.20 A-1 1 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 38.90 21.90 35.25 35.25 GRADE ELEVATION 0 20.4 BC 4 .70 40 A-12 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.55 38.90 21.90 35.25 35.25 0811 C 7!1 V I L N 1133 1 P,J1 I.E F/H TOP 8,BOTTOM OF40.85INI G TC 39.95 TC 39.60 A-13 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.55 38.90 21.90 35�25 35,25 CURB ELEVATION [KAO 35J (41" BC 9.45 BC 39.10 A-14 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 38.90 1 21.90 35.25 35.25 664 BLUE POINT ROAD, UNIT B 0 TREE 10 A-15 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.50 38.90 21.90 35.25 35.25 HOLTSVILLE, NEW YORK 11742 )� 5110 A-16 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.55 38.90 21.90 35,25 35.25 6// 09 " \ 11 40 TC 40.45 A-17 PROPOSED 10`0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.10 38.90 21.90 35.25 35.25 www.KeyCivilEngineering.com 09 /1 n7 TC 40.35 BC 39.9 coall 9-- n BC 39.85 7110 PROJECT NAME 5'WIDE FILL EASEMENT IN A-18 PROPOSED 4'0 CONCRETE CATCH BASIN WITH FRAME&GRATE 41,10 ... --- 36.45 38.10 8 ,0 6 '10 U 11 FAVOR OF COUNTY OF SUFFOLK' Cfi" 061/ A-19 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.65 38.90 21.90 35.25 35,25 PROPOSED 528.6,L\- 71 1� - I A-20 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 42.15 39.90 1 21.90 35.25 35,25 A famm S $7-16-40" W 300.00' CONTRACTOR'S BUSINESS PAvffNf_W_ W_ --w-Af W_ -VV= _W_ --W W_ -_W_ A-21 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 42.05 39.90 21.90 35.25 35.25 ILDINGS 7- A-22 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.75 39.90 21.90 35.25 1 35.25 TC 40.50 BU BC 40.50 A-23 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.00 1 39.90 21.90 35.25 1 35.25 705 COUNTY ROAD 48 ------- .......... --- A-24 PROPOSED 1 D'O PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 41.00 38.90 21.90 35.25 35.25 MATTITUCK, NY 11952 50 SOLID WHITE LINE A-25 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.50 38.90 21.90 35.25 35.25 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK SOLID YELLOW LINE WIF-S-r 113C>UT%T� Y1ZAAN11F_1_ I-AATNM A-26 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.85 38.90 1 21.90 35.25 35.25 DIST.1000, SECT.: 113, BLOCK: 12, LOT: 13 EDGE ELE&VEMENT .............................. A-27 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.60 38.90 21.90 35.25 35.25 DRAWING TITLE GRASS MEDIAN Tv1E0[X:XL_1F_ 1RC1AJE> A-28 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND GRATE 17.00' 40.60 38.90 21.90 35.25 35.25 R_CXJ%_T:> A-29 PROPOSED 10'0 PRECAST DRYWELL WITH SOLID COVER 17.00' 41.05 39.30 22.30 35.25 35.25 GRADING & DRAINAGE (ST_T1T1FC>1_1C 4CC>1_J1%q7C-Y' FtCXAX> 4,S)l A-30 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME,AND G7WA�TF_ 17.001 39.90 1 38.20 1 21.20 35.25 35.25 PLAN McDONALD GEOSERVICES DATE: 01/27/2025 POB 1258 SOUTHHOLD,NY 11971631.765.3677 mcdgeo@gmail.com SCALE: lit= 30' Test Hole Data Sheet Name:Falcone PROJECT NUMBER: 24216 DP: Location:Mattituck DRAWING BY: JR Tax Map Number:1000-113-12-13 Projection Description:Lot CHECKED BY: DIP Date:11/1/23 APPROVED BY: MP BROWN LOAM OL ............. 0.5' ALTERATION OR ADDITION TO THIS SEAL & SIGNATURE: BROWN SILT ML DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER S A Know what's below. ............. 3' VIOLATION OF SECTION 721()9, Call before you dig. PALE BROWN FINE TO SUB-DIVISION 2,OF THE NEW YORK 6' COARSE SAND SW ov NEW STATE EDUCATION LAW 1-800-272-4480 PILO DRAWING No: GRAPHIC SCALEr. NTIL PALE BROWN FINE Lu 30 0 11530 60 120 SAND SIP C-2 ( IN FEET ) I inch = 30 ft. 17' COMMENTS:NO WATER ENCOUNTERED ARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 2 OF 10 YAKe y C;ivil',Projects\20241,24216--Ron Kuoppala..705 County Road 48_.Mattituck\Drawings\Key CMQ42162025.011.27 SPP-O.dwg Received GENERAL NOTES NO EXISTING WATER No PHYSICAL POSSESION SANITARY DENSITY CALCULATIONS SERVICE LANE) NOW OR JAMES H. jACOBS JR FORMERLY OF ZONE:R-80 R 1 APPLICANT ZONE:R-80 RESIDENCE S. SHARON M. JACOBS . It USE:RESIDEZ 79 20?5 RONALD KUOPPALA USE:RESIDENCE C.T.M. l000-113-12-10.2 LOT SITE AREA=111,848 SF(2.57 AC) SINGLE FAMILY RESIDENCE NO EXISTING WATER 63 VILLAGE LINE ROAD SITE IS LOCATED IN GROUNDWATER MANAGEMENT ZONE IV=600 GPDIACRE LAND NOW OR FORMERLY OF SERVI C�onlng Board Ot BABYLON,NY 11702 TOTAL ALLOWABLE SANITARY FLOW=2.57 ACRES x 600 GPD/ACRE=1,542 GPD THOMAS R. TALBOT 516-848-0932 S.C.T.M. 1000-113-12-10.3 SINGLE FAMILY RESIDENCE �a 12 9 N 87'16'40"E 300.00' PROPOSED USE PROPERTY OWNER 1-STORTBUILDING CONTRACTOR'S BUSINESS =11,003 SF x 0.04 GPD/SF=440.12 GPD SI TE 0 0= 705 MAIN ROAD LLC !zi 8110 0611 0811 06 PO BOX 1086 1-STORY BUILDING CONTRACTOR'S BUSINESS =11,003 SF x 0.04 GPDISF=440.12 GPD 07 TOTAL DENSITY FLOW REQUIRED=880.24 GPD 06 " WESTHAMPTON BEACH,NY 11978 0711 0121, 07 0811 61/0 THE REQUIRED DENSITY IS LESS THAN THE PERMITTED DENSITY,THEREFORE THE LOT IS SUFFICIENT. 7 11 0611 OWNER OF CORPORATION 0711 010 " 716 PULE PAWLOSKI 0911 TC 43.00 TC 43,00 100 PARK AVE 10,0 0711 39, BC 42.50 01111 B 42.50 SANITARY SYSTEM SIZING CALCULATIONS TC 42.40 MATTITUCK,NY 11952 7 TC 42.35 FTC-4-2-7511 7ATC 42.75BC 41. 710 631-445-4348 d TC 42.60 12 '0 1 BC 42 25 9 11 TC 42.80 90 3C 41.85 V[�C�225 BC 42.10 BC 42.3a TC 42.55 1-STORY BUILDING CONTRACTOR'S BUSINESS =11,003 SF 0611 07 If 0 1�=1 07' BC 42.05 4 8 011 PROPERTY KNOWN AS 1-STORY BUILDING CONTRACTOR'S BUSINESS =11,003 SF VIBE, TC 43.00 09 TC 42.50 BC 42.50 705 COUNTY ROAD TOTAL=22,006 SF BC 42.00MATTITUCK,NY 11952 TIC 42.30: 1 0 TC 42.30 01 TC 42.60 TOWN OF SOUTHHOLD,SUFFOLK COUNTY BC 41.80 BC 41.80 0 /I-1\ BC 42.10 SCTM No.:1000-113-12-13 CALCULATIONS TC 42.40 1 1 LOT AREA:111848 SF(2.57 ACRES) SANITARY FLOW BC 41.90 C 42.40 -0/ TWO(2)1-STORY BUILDING CONTRACTOR'S BUSINESS=22,006 SF x 0.04 GPD/SF 880.24 GPD TC 42.55 C 41.90 43.00 TC 42.40 2. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. TOTAL SANITARY FLOW REQUIRED=880.24 GPD 41.95 BC 42.05 GR 41.10 TC 42.05 BC 41.90 42.05 BC 41.55 3. GROUNDWATER WAS NOT OBSERVED AT 17'-0"BELOW GRADE(EL.41.10)DURING FIELD WORK BY 42.05 TC 42.25 TC 41.851 1 11 McDONALD GEOSERVICES ON NOVEMBER 01, 2023. PER USGS LONG ISLAND DEPTH TO HYDRO-ACTION AN T C.42.25 GR41 10 bz 42.65 BC 41.75 42.15BC 4115 BC 41.75 I 1 "1 14 GROUNDWATER VIEWER,GROUNDWATER IS 38'BELOW GRADE(EL.±2.00 NAVD88). MINIMUM REQUIRED CAPACITY I DAY TOTAL FLOW 880.24 GPD TC 42.00 Map data Terms Reportarriaperr6ir TC 41.90 TC 42.40 4. THERE ARE NO KNOWN EXISTING WELLS PRESENT WITHIN 150'OF THE PROPOSED SANITARY USE THE HYDRO-ACTION AN 11 OOC SERIES SYSTEM,AS APPROVED BY SCDHS BC 41.50 BC 41.40 TC 42.65 SYSTEM. USE ONE(1)HYDRO-ACTION AN-I I OOC WITH A TOTAL VOLUME OF 11,1100 GALLONS BC 41.90 BC 42.15 TC 42.25 TC 42.25 GR 41.00 (MEETS REQUIRED CAPACITY OF 880.24 GALLONS) VICINITY MAP TC 41.80 BC 4175 BC 41.75 5. THERE ARE NO MAPPED DEC WETLANDS/SURFACE WATERS WITHIN 300' OF PROPERTY N.T.S. BC 41.30 BOUNDARY LEACHING POOLS. :.. :1 .00 i:: 000, GR 41.00 DESIGN FLOW =880.24 GPD TIC 42.20 7. THE CONTRACTOR MUST NOTIFY THE TOWN ENGINEERING DIVISION AND SCDHS 24 HOURS IN LEACHING RATE =1.5 GPD/SF 0 BC 41.70 ADVANCE OF THE COMMENCEMENT OF ANY ON-SITE DRAINAGE, SANITARY, CURB, OR PAVING REQUIRED SIDEWALL AREA =880.24 GPD 11.5 GPD/SF 586.83 SF PROJECT DATA WORK. PROPOSED SIDEWALL AREA TWO(2)10'0 LEACHING POOL WITH 10'EFFECTIVE DEPTH TAX MAP NUMBER..................... Dist.1000,Se .113,Block 12,Lot 13 ct 2 LEACHING POOLS X 31.42 SF PER LEACHING POOL/VF X 10 VF 628.4 SF SITE AREA.................................. 111,848 SF(2.57 Acres) 8. UPON OFFICE OF POLLUTION CONTROL APPROVAL, THE REMOVAL OR ABANDONMENT OF 628.4 SF IS GREATER THAN REQUIRED 586.83 SIF TC 41.75 71 0 EXISTING SEPTIC TANKS,AND LEACHING POOLS SHALL BE PERFORMED IN ACCORDANCE ZONING....................................... LB LIMITED BUSINESS GR 41.10 BC 41.25 WITH SCDHS REQUIREMENTS AS FOLLOW: PUMP OUT ALL SANITARY STRUCTURES SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES NOTES CURRENT USE........................... VACANT 41.15 REMOVE ALL STRUCTURES IN IT'S ENTIRETY AND DISPOSE OF ACCORDINGLY 1 ALL SANITARY PIPING, STRUCTURES,AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SUFFOLK PROPOSED USE......................... CONTRACTOR'S BUSINESS TC 41.70 • REMOVE ALL SLUDGE FROM THE STRUCTURES UNTIL STRUCTURE IS COMPLETELY COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY STANDARDS FOR APPROVAL OF PLANS AND PROPOSED FOOTPRINT........... 22,006 SF BC 41.20 TC 41.40 EMPTY. CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES.DATED DECEMBER 29.2017. BC 40.90 PROPOSED I-STORY GR 40.85 1411 • FILL HOLES WITH CLEAN FILL COMPACTED TO 95%PROCTOR DENSITY IN MAX ONE FOOT LANDSCAPE/NATURAL AREA... 47,961 SF Tr`,41 BUILDING LIFTS TO THE ELEVATION REQUIRED. 2. SEWER LINE REQUIREMENTS: CONTRACTORS BC 41.05 PAVEMENT/CONCRETE AREA... 41,881 SF a. GRAVITY SEWER LINES AND FITTINGS SHALL MEET OR EXCEED ASTM STANDARD D-3034 FOR PVC SEWER PIPE WITH A MINIMUM TC 41.50 .�: :.i . - TC 41.85 .:.. �:: I BUSINESS TC 41.40 9. IF WET CONDITION IS ENCOUNTERED, CONTRACTOR SHALL USE 3/4" CLEAN WASHED STONE IN BC 41.00 (NO BASEMENT) SDR-35 RATING,UNLESS OTHERWISE INDICATED. 11,003 SF BC 40.90 1 BC 41.35 1 1 LIEU OF SAND BACKFILL. 0/ b. PVC PIPE AND FITTINGS SHALL BE PROVIDED WITH INTEGRAL BELLS AND SPIGOTS AND RUBBER SEALING RINGS.THE SEALING TC 41.55 TC 4125 STANDARD . ..I :". . :i 1F.F. EL. 41.75:� I RINGS SHALL MEET THE REQUIREMENTS OF ASTIM IANDARD F-477.ALL SEWER LINES SHALL BE STRAIGHT,AND COUPLINGS TC 41.45 BC 40.95 BC 41.05 ............ TC 41.30 1 BC 40.75 SHALL BE SECURELY INSTALLED AND BE WATERTIGHT. BC 40.80 GR 4sue1.10 c. ALL GRAVITY SEWER LINES SHALL HAVE A MINIMUM DIAMETER OF SIX(6)INCHES AND BE BURIED BELOW GRADE. .10 GR 40.60 PROPOSED 1-STORY (NO BASEMENT) TC 41.40 13_1 McDONALD GEOSERVICES d. WHERE PRACTICAL, GRAVITY SEWER LINES SHALL NOT BE INSTALLED IN GROUNDWATER. FOR INSTALLATIONS THAT ARE PLACED IN GROUNDWATER,THE SEWER PIPING SHALL BE CONSTRUCTED OF PRESSURE RATED PIPING AND TESTED TO ENSURE TC 41.20 40.80 BUILDING BC 40.90 POB 1258 SOUTHHOLD,NY 11971631.765.3677 BC 40.70 CONTRACTORS z TIGHTNESS PRIOR TO OPERATION.MAXIMUM PERMISSIBLE LEAK RATE IS 1/4"IN 8 HOURS. mcdgeo@gmail.com BUSINESS Test Hole Data Sheet e. THERE SHALL BE MINIMUM TWO-FOOT LENGTH OF CAST IRON SEWER LINE EXTENDING THROUGH THE FOUNDATION. UTILITY CROSSING f. HOUSE CONNECTIONS SHALL HAVE ANIN[MUM PITCH OF 1/4"PER FOOT. TC 41.25 11,003 SF orsBOT.OF STORM 37.30 HIP 41.50 • TOP OF WATER 35.80 GQ BC 40.75 Name:Falcone g. ALL HOUSE CONNECTION SHALL BE PROVIDED WITH A CLEAN-OUT AT THE FACE OF THE BUILDING. ::�:'IJF.F. EL. 41. DP: h. HOUSE CONNECTIONS SHALL BE STW,,IGHT WITH NO BENDS IN SEWER LINE TO THE MANHOLE. GR 40.60 Location:Mattituck PROP.WATER -Z Ira 0 VE NT 18"ABOVE Tax Map Number:1000-113-12-13 3. SEWER MAIN/LATERAL SEWER REQUIREMENTS: TC 41.10 PROPOSED2 I SERVICE a. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A UNIFORM SLOPE AND BE LAID WITH A STRAIGHT ALIGNMENT, WITHOUT BC 40.60 1, I� PROPOSED 4"0 DR-18 PIPE @ Projection Description:Lot GRADE WITH CARBON FILTER. 1: 1:. �::: ]:I: I .I. ur TC 41.401 Date:1111/23 BENDS,WHEN REQUIRED,APPROVED MANHOLES MAY BE UTILIZED WHERE SEWERS CHANGE DIRECTION OR SLOPE. 6" PROPOSED IN GROUND MANHOLE ::; I : I i . 114'M IN.SLOPE(TYP.OF 2) �I GR 41.10 BC 40.90 b. HOUSE OR BUILDING SEWERS SHALL BE CONNECTED TO MAIN OR LATERAL SEWERS WITH APPROVED WYE FITTINGS. NO PHYSICAL POSSESION WITH REMOTE PLC CONTROL PANEL 11. BROWN LOAM OL LAND NOW OR FORMERLY OF GR 40.20 C 42.25 ............. 0.5' c. SEWERS SHALL BE PROVIDED WITH MANHOLES AT INTERVALS NOT TO EXCEED 400 FEET. GULLY REALY, LLC WITH HP-I 50 COMPRESSOR d. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A MINIMUM DIAMETER OF 8 INCHES,AND SHALL HAVE A MINIMUM SLOPE OF S-C-T-M- 1000-113-12-12 1.75TIC 42.25 ZONE:PROTECTED VACANTSA-2 BROWN SILT PAL 0.4%.10 INCH DIAMETER SEWERS SHALL HAVE A MINIMUM SLOPE OF 0.28%. 41 BC 41.75 e. SEWER MAIN AND LATERAL SEWERS THAT HAVE LESS THAN 2 FEET OF COVER OR ARE NOT PLACED ON VIRGIN SOIL SHALL BE TC 41.25 ............. 3' 41.70 SA-3 CONSTRUCTED OF DUCTILE IRON PIPE(DIP). BC 40.75 HP 41.35 41.70 PALE BROWN FINE TO ZONE:LB LIMITED BUSINESS TC 41.20 COARSE SAND SW f. SEWER MAIN AND LATERAL SEWERS THAT HAVE BETWEEN 2 FEET AND 4 FEET OF COVER SHALL BE CONSTRUCTED OF DR18 OR USE:VACANT A-4 TC 40.85 BC 40.70 S-C-T-M- 1000-113-12-14 ............. 61 DUCTILE IRON PIPE. NO EXISTING WATER GR 40.30 TC 42.25 TC 42.25 BC 40.35 LAND NOW UR FORMERLY OF g. SEWER MAIN AND LATERAL SEWERS THAT HAVE OVER 4 FEET OF COVER MAY UTILIZE SDR-35 PIPE. SERVICE BC 41.75 FTC�7�0.40 TC 41.35 BC 41.75 1 C4 1.60 -1 (OD 12' TOWN OF SOUTHOLD TC 41.00 TC 41.15 IBC 39.9011 B BC 40.85 BC 41.10 TC 0.80 VACANT BC 40.50 BC 40.65 C BC .30 10 4. SEPARATION OF SEWER AND DRAINAGE LINES REQUIREMENTS: 0811 GR3 90 01 a, SEWERS SHALL BE LAID AT LEAST 5 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAINAGE LINE.THE DISTANCE SA- 150'OFFSET FROM PROPOSED PALE BROWN FINE SHALL BE MEASURED EDGE TO EDGE. 150'OFFSET FROM PROPOSED--,. TC 41.50 GR 38.95 TC 40.55 SANITARY SYSTEM SAND SP b. IN THE EVENT THAT THE DRAINAGE LINE MUST CROSS OVER THE SEWER LINE,THE SEWER LINE MUST BE CONSTRUCTED OF SANITARY SYSTEM 81:BC 41.00 0 TC 41.20 BC 11,11 01 , DUCTILE IRON PIPE(DIP)UNLESS A SEPARATION DISTANCE OF 18 OR MORE INCHES IS MAINTAINED. - 20' c. IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE DRAINAGE LINE,THE SEWER LINE SHALL BE CONSTRUCTED OF MIN.) BC 4030 DUCTILE IRON PIPE(DIP)FOR A DISTANCE OF 3 FEET HORIZONTALLY INTO VIRGIN SOIL. SA-6 SA-7 cl. IF PERIMETER ROOF DRAINAGE PIPING IS INSTALLED NEAR THE FACE OF THE BUILDING,ALL HOUSE CONNECTIONS MUST BE PROPOSED 3/4"0 PVC(SCHEDULE wo 117' CONSTRUCTED OF DUCTILE IRON PIPE FOR 10 FEET FROM THE BUILDING. 40)ELECTRICAL CONDUIT FROM T 39.95 C 39.60 PROPOSED 50%FUTURE PULLBOX TO HYDRO-ACTION PUMPS 3 A5 BC 39.10 EXPANSION POOL COMMENTS:NO WATER ENCOUNTERED 5. SEPARATION OF SEWER AND WATER LINES REQUIREMENTS: _,-PROP.ELECTRIC TRANSFORMER A. PARALLEL INSTALLATION NO. DATE BY DESCRIPTION "0 PROPOSED 6"0 DR-18 PIPE �15 110 (C a. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN OR LATERAL.THE ONE 112"0 PVC(SCHEDULE 80)AIR PROPOSED 4"0 18 PIPE (CONTRACTOR TO COORDINATE LINE FROM COMPRESSOR @ 114"MIN.SLOPE(TYP.) @ 1/8'MIN.SLOPE(TYP.) 0 WITH UTILITY CONTRACTOR) DISTANCE SHALL BE MEASURED EDGE TO EDGE. REVISIONS PROPOSED 2"0 PVC VENT LINE B. CROSSINGS 6/1 09 " TC 40.45 ROP.WATER SERVICE a. THE CROSSING OF WATER AND SEWER LINES SHOULD BE AVOIDED UNLESS PROVEN ABSOLUTELY NECESSARY. �z b. WATER LINE OVER SEWER LINE: IN THE EVENT THAT THE WATER LINE MUST CROSS OVER THE SEWER LINE,THE FOLLOWING 09 TC 40.35 BC39.95 C0\1161/ ELECTRIC SERVICE CONDITIONS SHALL BE MET: 71/0 80 BC 39.85 (CONTRACTOR TO COORDINATE SEWER LINES SHALL BE LAID BELOW THE WATER LINE AND PROVIDE A SEPARATION OF AT LEAST 18 INCHES BETWEEN THE 5'WIDE FILL EASEMENT IN WITH UTILITY CONTRACTOR) FAVOR OF COUNTY OF SUFFOLK 0 60 02 BOTTOM OF THE WATER LINE AND THE TOP OF THE SEWER LINE;AND o 0 61 SEWER LINE JOINTS SHALL BE AT LEAST 10 FEET FROM THE POINT OF CROSSING;AND 71 FFOLK LEGEND 528.6 WHEN IT IS NOT PRACTICAL TO OBTAIN AN 18 INCH SEPARATION, BOTH THE WATER AND SEWER LINES SHALL BE 11111118 CONSTRUCTED OF PRESSURE PIPE AND HAVE A MINIMUM SEPARATION OF 12 INCHES BETWEEN THE BOTTOM OF THE WATER EXISTING ITEM PROPOSED S.F.7-16'40" W 300.00, LINE AND THE TOP OF THE SEWER LINE. ___fff_flf PftTf0-\-W- W_ - _W_ - W_ W 1� c. SEWER LINE OVER WATER LINE: IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE WATER LINE, THE FOLLOWING PROPERTY LINE C V I L E HIN E 7E R I I NA;3 CONDITIONS SHALL BE MET: Wam TC 40.50 APPROXIMATE LOCATION 9 ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE;AND BC 40.50 OF EXIST.12'WATER MAIN 5364 BLUE POINT ROAD, UNIT 0 BUILDING !:, .: * WATER LINE AND SEWER LINE JOINTS SHALL BE AT LEAST 10 FEET FROM THE POINT OF CROSSING:AND a THE ENTIRE LENGTH OF SEWER LINE BETWEEN ADJACENT MANHOLES OR OTHER SANITARY STRUCTURES SHALL BE HOLTSVILLEl NEW YORK 11742 DOOR LOCATION A TC 40.50 CONSTRUCTED OF MATERIALS AND JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION;AND (6311961-0506 EN/EXT SOLID WHIR, I C 40.50 e A VERTICAL SEPARATION OF AT LEAST 18 INCHES SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE SEWER LINE AND THE w.KeyCiviIEnqlneerinq.com OVERHEAD DOOR A -A 1-ISM TOP OF THE WATER LINE. ww LOCATION OH SOLID YELLOW LINE ............... CONCRETE CURB EDGE DE PAVEMENT 1R_0PAJD SANITARY STRUCTURE SCHEDULE PROJECT NAME SIGN - Gwss un'- 1*qCXR__rTT -VICX^_I:> STRUCTURE STRUCTURE TYPE EFFECTIVE RIM/GRATE TOP OF BOTTOM INVERT INVERT PROPOSED (S1J1;-JFC)P3r_F,- C!C:)UI-47� nC%A1:> 48.) NUMBER DEPTH RINGS OF RINGS IN OUT A MANHOLE 00 SA-1 PROPOSED 6"0 SANITARY BUILDING CONNECTION/CLEAN OUT 42.15 --- --- --- 38.55 C 0 INIT RAC T 0 KIR S EB'U S 11041 E S S SA-2 PROPOSED 6"0 SANITARY BUILDING CONNECTION'CLEAN OUT 41.75 38,15 EB U INLET 0 PROPOSED 1-STORY SA-3 PROPOSED 60 PRECAST CONCRETE PRIMARY TREATMENT TANK 4.01 41.60 ... --- 37.05 36,55 705 COUNTY ROAD 48 BUILDING EL.42.15(SA-1) A)40.60 AREA LIGHT Goo CONTRACTOR'S EL.41.75(SA-2) SA-4 PROPOSED I/A SYSTEM:HYDRO-ACTION AN-1 100 --- B)40.45 38.48 ±29,23 36.40 35.90 MATTITUCK, NY 11952 -W- WATER SERVICE BUSINESS CLEANOUT BOTTOM OF TOP TOP OF STRUCTURE SA-4 RIM C)40.40 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 11,003 SF RIM EL.41.60 SLAB EL.38.73 EL.38.48 A=EL.40.60 PROPOSED 4"0 SA-5 PROPOSED 4'0 PRECAST CONCRETE DISTRIBUTION MANHOLE --- 40.10 38.10 34.10 35.75 35.25 DIST.1000, SECT.: 113, BLOCK: 12, LOT: 13 FINISHED FLOOR LEVEL 41,75 PROPOSED 4"0 DR-1 8 B=EL.40.45 DR-18 PIPE@ 1/4" RIM EL.40.10 ELECTRIC SERVICE -E PIPE@ 114"MIN.SLOPE C=EL,40.40 MIN.SLOPE SA-6 PROPOSED 10'0 PRECAST CONCRETE SANITARY LEACHING POOL 10.01 39.70 37.10 25A0 35.10 --- DRAWING TITLE STORM PIPE TOP OF STRUCTURE SA-7 PROPOSED 10'0 PRECAST CONCRETE SANITARY LEACHING POOL 10.01 40.00 37.10 .10 EL.38.10 SA-6 RIM EL.39.70 -7 RIM EL.40.00-18 PIPE AT SAN INV.:38.55(SA-1) 6"0 DR SA r .1 1/8"/FT MIN SLOPE SANITARY PIPE UTILITY & SANITARY PLAN SAN INV.:38. 5(SA-21 TOP OF STRUCTURE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL V! SA-6 EL.37.10 SA-7 EL.37.10 DRYWELLIII;MIN.2'OF CAST IRON PIPING <P.-F-_ THROUGH BUILDING FOUNDATION DATE: 01/27/2025 GRADE ELEVATION �4175 INV.IN-/ P I U L I >( INV.OUT MIN.SLOPE(TYP.OF 2) 30' PROPOSED 4"0 DR-18 PIPE @ 1/4' EL.37.05 m SCALE: EL.36 55 := TOP&BOTTOM OF /JTC 40.85 1�'_ INV OUT EL CURB ELEVATION40.35 e\ll PROJECT NUMBER: 24216 6-0 PRECAST ±35.90 CONCRETE PRIMARY 0 TREE TREATMENT TANK "'�-INV OUT E INV IN EL. 35.75--/ L. DRAWING BY: JR (SA-3) 35.25 INV.IN EL. CHECKED BY: DIP INV IN EL. ±36.40 4'0 PRECAST 35.10 CONCRETE *'MM1>1\*\ N BOTTOM OF STRUCTURE APPROVED BY: MP DISTRIBUTION MANHOLE EL.34.10 (SA-5) SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY LI ENSED BOTTOM OF STRUCTURE-/ M PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, M SUB-DIVISION 2,OF THE NEW YORK Knowwhat's below. SA-4 PROPOSED I/A SYSTEM:HYDRO-ACTION AN-1 100 0 STATE EDUCATION LAW awill before. you dig. EL.31.06 L "��BOTTOM OF STRUCTURE < 01. NEW ),0 M EL.29.23 0 oPILOril DRAWING No: M !72-4480 _k NTIL Fff- GRAPHIC SCALE 30 0 15 30 60 120 0 C-3 I E3 10'LEACHING POOL( IN FEET SCHEMATIC SANITARY SYSTEM PROFILE 4. !2]10 (SA-61SA-7) EL.25.10 I inch 30 ft. N.T.S. MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 3 OF 10 Y:\Key CiviRProjects\2024\24216-Ron Kuoppala-705 County Road 48_.Mattituck\Draw1ngs\Key Givi!Q4216..2025.01.27-SPP-O.dwg i PUMPICOMPRESSER POWER CIRCUIT Print/Part Number �� V scription Revision Date I �. I � (DEDICATED 110 V SERVICE ON A 20 AMP BREAKER) HA-190312-U - 100 Wastewater Treatment System 5/15/2024 " FEB 19 2 Y � o- CB1 M1 ITEM NO. Part Number DESCRIPTION QTY. �' rat- Tanks installed individually and plumbed onsite. * +di � I 4q� ELK ' BLK I BLK SP1 ' SPRAY Zoning eels 178 Min. SITE N -- J .Z L BOt ' = L1 �--"-- �- , 1 HA-AN I00-P Tank AN-1 100 245 ATU (AP1500) 1 f �� WHT I WHT I x. 1 PUMP Lifting Locations 2 HA-180116 AN-1 100 Pretreatment (PP 1200) 1 N ---� — "��-------- MOTOR PUMP RATINGS: > I `� ��.,_ /` 3/4HP @ 115V CB2 csRstooPs 15.0 F.L.A. Assembly, Re-Circulation AN-1 100 r� , 1 M2 ' `� —+ , . "`..: ..... . 3 HA-13005X 245 Complete 1 � e " BLK BILK BLK _________� RECIRC PUMPRATINGS. _ p REMOTE PLC CONTROL PANEL a — RP1 , _ — -— ` PUMP ' 3/4HP 115V to :: ." :' O EC OF30•L-0 0 PLC AS :p ;�Vesw' WHT wrlr ----------�1 /.., w �'.. (;..; MANUFACTURED ✓„ ..;% 4 —--� ��\MOTOR 15.0 F.L.A. w 082 I. 5 APPROVED EQUAL) QP ( R > �_ :. ..... .... � "_;� ,... � :"� . 4"MIN. �9 C63 M3 r `t- ��, �,�' ��\ Z 1) All auxiliary plumbing, wiring, and installation methods must conform to • all county, state, province, and local code. Z� e BLK r-L1 ELK B.Y. / Y - o — 'c� MP1 ,�Z,` �7 MIXER PUMP ' PUMP 1314HP 115V N :x I TTN a i @ " 2) All plumbing and connections to be plumbed with SCH 40 pipe or /� p. WHT ,....:l::• .. ---------- MOTOR �� 15.0 F.L.A. rn ,, /\ <. .. equivalent. 4•'• �\ � �--3 Flange Width 0 3) All pipe and conduit penetrations to be sealed with Adapt-A-Flex 4"THICK CONCRETE PAD CB4 J Lifting Locations grommets that meet ASTM C 1644. f —L�- -' rn GRY C1 ----------i COMP \\�COMP. RATINGS: All Risers and Lids 024" 4) All manufacturer electrical connections are terminated in NEMA rated .",..^�.,d� Mapdata©2024 Terms Reportamaperrbr 1I4HP @ 115V �' Sewage Inlet enclosures with NEMA rated cord grips. (NEMA 4X Min.) ~ PAD MOUNTED CONTROL PANEL WHT ___ MOTOR >' Treated Effluent Outlet ------' / 5.4 F.L.A. OM (Gravity) N.T.S. VICINITY MAP �\ �, rn 5) For details pertaining to installation requirements, (tank assembly, N.T.S. 7° internal plumbing connections, wiring, etc) see HydroAction Installation NOTE:ALL MOTORS MUST HAVE "< Man INTERNAL OVERLOAD 0 Manual, an additional System decal prints. HANDLEFOR EASY REMOVAL PROJECT DATA I d d" S s I ' 'n ' additional questions pertainingto H droAction AN series OF SAFETY SCREEN PROTECTION. D 89 110.2 waste wastewater treatent systems,s, contact H droACt)on. OMED SHAPE FOR MAXIMUM TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12.Lot 13 BLU LR1 Q1 RED,M1VH WHT : Y LOAD STRENGTH SITE AREA.................................. 111,848 SF(2.57 Acres) - M1 = 80 - - 104 NI LIMITED BUSINESS LR1 Q2 BLU PItJKNJH NmT CURRENT USE VACANT M2 % ................. 'S 70 . D 92 PROPOSED USE CONTRACTORS BUSINESS PINKMJH Z 64 Hydro-Action Specifications A C Imo.. ; :::...:: -.-..—_..-....— --- —.._..�. —p -- -- — --- FIRST 24""RISER INSIDESIZED TO FIT PROPOSED FOOTPRINT........... 22,006 SF RECIRC RUNNING -n x Model AN-1 LANDSCAPE/NATURAL AREA 1 SF BLU LR1 Q3 YELNJH wHT D :` :`, 0 25.08" AN BE USED WITH OR 47,96 M3 Daily Tre Capacity WITHOUT SCREWS --- n :x.. . . 30 PAVEMENTICONCRETE AREA 41,881 SF Total System Working Volume 3,108 Gallons YEUWH C ) g G MIXER RUNNING t I_..,.. Z Pretreatment WorkingVolume 1,144 Gallons BLU LR1 L' WHT (,� Pretreatment 1 Aerobic Working Volume 1,381 Gallons POLYLOK 20" SAFETY SCREEN LR1-Q4 r Tank --""— — "_" -- -- T POLYLOK 20"0 HDPE,PART NO.3009-SS BLU RED (� king Volume OS APPROVED EQUAL) Clearifier Working lume 583 Gallons z 16 PLC INPUT _ ( _ Treatment Certification NSF 245 N.T.S. BLU AS-1 PINK ATU Tank Supply Power Requirement 1 Phase 120VAC 60Hz 20Amp RUN AIL 22 DEDICATED 20 A,110 V POWER CABLE, RED AUD. Air Supply HiBlow HP-200 / 7.0 CFM ROUTED IN 3/4"PVC CONDUIT(GFI BLU 5 z1,1`t I �" u ALARM " Tank Material Fiberglass PROTECTED)FROM BUILDING TO HS-20 EXISTING ORG BRN Clarifier Material Fiberglass RATED JUNCTION BOX INCOMING SERVICE HWA MUTE i •ra '' s Blower / Controls Housing Polyethylene NEW 20 AMP. BLU „ REMOTE PLC CONTROL PANEL WITH R 1 POLE BREAKER TEST o r �~► Drawn by Scale :Sheet Material Weight Tolerances Unless Otherwise Specified Signature"'y jet HP80 COMPRESSOR MODEL UTILITY 0 ALARM green f:dom the grur��,,u 1:32 1 : 18 Assembly 2025 :±0.25" Or 1 o EC50-30-L-80-PLC AS MANUFACTURED LIGHTL............................_... ......._.. ............................ ...................... ..... BY OPS(OR APPROVED EQUAL) I CIRCUIT RED ELK RED WHT REFER TO MANUFACTURER FOR BREAKER METER INSTALLATION DETAILS PANEL PLUG&FERRULE HYDRO-ACTION L CONTROL ENABLE PLUG&FERRULE -- 12" -- Bw YEL i PLC INPUT 12" I-- GRADE I CONCRETE HOUSING(3,000 PSI) PANEL CONCRETE HOUSING 8" c' EX.GROUND ROD GRADE . 8" (3,000 PSI) APPROVED SEWER PIPE OVERRIDE - APPROVED T NOTES: BLU YEL.WH + SEWER PIPE 45"ELBOWS 1. BURIED ELECTRICAL POWER CONDUITS SHALL BE A MINIMUM OF 24 INCHES BELOW GRADE. 3 ,� ;� 12 PLC INPUT 2. ALL ELECTRICAL WORK TO BE PERFORMED IN ACCORDANCE WITH NEC. i CSR 45°ELBOWS �-/ BLU WH/PINK 60°WYE 14 PLC INPUT ELECTRICAL ONE-LINE DIAGRAM DETAIL N.T.S. NO. DATE �BY DESCRIPTION TIME DOSE TA" 17 PLC INPUT - =► p NOTES: REVISIONS BLU ••"•-o-- DEMAND ALTERNATE "Al' ALTERNATE "B" 1. SEE SPECIAL NOTES ENTITLED "OWNER REQUIREMENTS FOR WATER MAINS AND APPURTENANCES'" FOR NOTES: CONCRETE COLLARS IF ADDITIONAL INFORMATION ON THRUST RESTRAINT REQUIREMENTS. SPRAY TANMH ^�� PLC INPUT 1g INSTALLED WITHIN PAVED 2. THRUST RESTRAINT USING THRUST BLOCKS OR RESTRAINED LENGTHS ARE SHOWN ON THESE SHEETS. s` 1. LEANOUT S LOCATED IN TRAFFIC AREAS SHALL BE C ( ) THRUST BLOCKS, RESTRAINED JOINTS USING TIE RODS, OR RETAINER GLANDS ARE ALL ACCEPTABLE TYP. SURFACE PROVIDED WITH TRAFFIC BEARING FRAME AND COVER. �( )—' METHODS TO NYSDOT, HOWEVER, THE THRUST RESTRAINT METHOD SELECTED SHALL BE APPROVED BY THE SYSTEM OWNER. �f 2. ALTERNATE"A"IS FOR BENDS,ALTERNATE"B"IS FOR USE a A • r . NOTES; FLOAT SWITCH TO BE RATED Z AMP AT 120V MINIMUM. WITH BUILDING EXTENSION/CONNECTION. c a 3. IF THE OWNER OF THE WATER SYSTEM REQUIRES A METHOD THAT RESTRAINS INDIVIDUAL JOINTS, EACH MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. �� JOINT THAT FALLS WITHIN THE MINIMUM RESTRAINED LENGTH, MEASURED FROM THE CENTER OF THE i FITTING, AS SHOWN ON THESE SHEETS SHALL BE RESTRAINED, AND SHALL WITHSTAND THE MAXIMUM )I W1 B1 DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. W1 TYPICAL CLEAN-OUT DETAIL INAL GRADE PRESSURE APPLIED TO THE SYSTEM. REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-lbs. NOT TO SCALE CURB BOX 4. CLASS A CONCRETE SHALL NOT BE PLACED UNDER WATER. THE CONTRACTOR SHALL DEWATER THE FIELD WIRING MUST BE A MINIMUM OF 60°C COPPER WIRE. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES,STANDARDS FOR WITH ROD EXCAVATION OR PLACE TYPE G CONCRETE USING APPROPRIATE UNDERWATER PLACEMENT TECHNIQUES. M„ 1 , APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL 5. CONCRETE FOR THRUST BLOCKS SHALL NOT BE ALLOWED TO COVER OR INTERFERE WITH JOINT OR OWTS CONTROL PANEL ONE LINE ELECTRICAL DIAGRAM SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES,FIGURE15, RESTRAINT HARDWARE. PLASTIC SHEETING OR BUILDING FELT MAY BE PLACED OVER PIPE OR FITTINGS 1-0" 664 BLUE POINT ROAD, UNIT B 12/29/17 POUREDTo YAGAINST CONCRETE UNDISTURBEDASOIRING TO SURFACESL. . CONCRETE FOR THRUST BLOCKS SHALL BEMIN H O LTS V I L L E, NEW YO R K 11742 6. FOR BENDS, BEARING AREA SHALL BE PARALLEL TO THE EDGE OF THE FITTING AT THE FITTING MIDPOINT. WIDTH (631 9 61-0 5 0 6 T. FOR TEES, BEARING AREA SHALL BE PERPENDICULAR TO THE BRANCH (SINGLE LEG) AXIS. www.KeyCivilEngineering.com HEIGHT 8. FOR REDUCERS, BEARING AREA SHALL BE PERPENDICULAR TO THE FITTING AXIS. THE MINIMUM ORISEAL CURB THICKNESS ICKNESSRALONG THE FITTING AXIS SHALL BE P-O" OR THE LENGTH BETWEEN THE BELLS, WHICHEVER PROJECT NAME STOP AND BOX 9• THRUST RESTRAINTS FOR SIZES OVER 24 NPS OR FOR FITTINGS NOT SHOWN ON THESE SHEETS WILL BE PROPOSED DNIPPLE DESIGNED ON A CASE BY CASE BASIS, AND WILL BE SHOWN IN THE CONTRACT DOCUMENTS. r J "- —— _—_— — .-,�, _.. 10. THRUUPONSTHELOCK SIZES AND FOLLOWING STANDARD IUCONDITIONS.NED LENGTHS SHOWN ON THESE SHEETS ARE BASED PLAN VIEW END VIEW ('+ "�" ® BUSINESS FETYFACTOR _ _—_—_—_ 5-0.' S DEPTH OF COVER `✓ 1 200 PSI - WATER SYSTEM TEST PRESSURE 14 PSI - SOIL BEARING CAPACITY MINIMUM RESTRAINED LENGTH OF PIPE (FT-IN) BUILDINU 90 LB/CF - SOIL UNIT WEIGHT I-R WATER SERVICE PIPE MUELLER MARK II ORISEAL FITTING 4 NPS 6 NPS 8 NPS 10 NPS 12 NPS 14 NPS 16 NPS 18 NPS 20 NPS 24 NPS 11. FOR INSTALLATIONS NOT MEETING THE CONDITIONS OF NOTE 10. THE CONTRACTOR SHALL SUBMIT 705 COUNTY ROAD 48 NEW CORPORATION VALVE WITH DRAIN MODEL CALCULATIONS TO THE ENGINEER FOR APPROVAL OF RESTRAINT LENGTH CHOSEN. 11 1/4° BEND 1'-3" 2'-O" 2'-6" 3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-3" HEAVY DUTY GRAY IRON(CL35)FRAME&SOLID COVER H-10284 OR APPROVED EQUAL I ° " MATTITUCK, NY 11952 1 1 SETS BY EJ OR APPROVED EQUALS WATER MAIN 22 /2 BEND 1'-3" 2'-O" 2'-6" 3'-0" 3'-6" 4'-O" 4 6 5'-0" 5'-6" 6'-6' 12. TO DETERMINE REQUIRED SIZES FOR DIFFERENT CONDITIONS, MULTIPLY THE DIMENSION BY A 45° BEND 3'-0" 4'-O" 5'-3" 6'-3" 7'-6" 8'-6" 9'-6" 10'-6" 11'-6" 13'6" TOWN OF SOUTHOLD, COUNTY OF SUFFOLK COVED MANHOL MODEL No.:V1600-3 RG REV/GS CPH2 CV UND(LOCKING) NOTE FACTOR OF THE SPECIFIC VALUE DIVIDED BY THE STANDARD VALUE. 4"CONCRETE BLOCK OR DUCTILE IRON PIPE SHALL BE USED FOR WATER SERVICE LATERALS. EXAMPLE: FIND THRUST BLOCK DIMENSION FOR 12 NPS 45° BEND WITH 100 PSI TEST PRESSURE: 900 BEND T'-0" 9'-9" IV-6" 15'-6" 184" 20'-0" 23'-0"" 25'-6" 28'-0" 32'-6'" DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 PRECAST CONCRETE COLLAR "MINCONCRETETOPSLAB WATER SERVICE INSTALLATION DETAIL FROM TABLE "45° BEND THRUST BLOCK DIMENSIONING", DEAD END 8'-6" 12'-6" 16'"0" 19'-3" 23'-0" 26'-0" 29'6" 33'-0" 36'-0" 42'-0" DRAWING TITLE TO BRING MANHOLE TO GRADE AREA REQUIRED AT 200 PS! IS 4' LOCKING X 2'-3" = 10.125 SF NOTE: PVC PIPE WILL TYPICALLY HAVE SLIGHTLY GREATER RESTRAINED LENGTH TO SUPPORT H 20 N.T.S. FOR 100 PSI, AREA = 10.125 X (100/200) = 5.06 SF NOTE: FOR POLYETHYLENE WRAPPED PIPE, MULTIPLY VALUES IN TABLE BY 1.45 LOCKING COVER FINISHED GRADE VEHICULAR LOADING(4,000 USE WIDTH = 3'-6", HEIGHT = V-6" (AREA = 5.25 SF) HEAVY DUTY GRAY IRON(CL35)FRAME&SOLID PLAN VIEW TOP OF RINGS REFERS TO THIS POINT — PSI AT 28 DAYS) COVERS SETS BY EJ OR APPROVED EQUALS z SANITARY DETAILS MODEL No.:V1600-3 RG REV/GS CPH2 CV UND (SEE SANITARY STRUCTURE SCHEDULE) �--24" UTLET PIPE FOR FINISHED GRADE INLET PIP N N SANITARY DISTRIBUTION HEAVY DUTY GRAY IRON(CL35)FRAME&SOLI SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL PITCHED AT A MIN.1/8"/FT --- POOLS ONLY.PIPE COVERS SETS BY EJ OR APPROVED EQUALS PRECAST CONCRETE RISER v 1t 20"- PITCHED AT A MIN. MODEL No.:V1600-3 RG REV/GS CPH2 CV UND ___,-OPENING MUST BE OVER w ~- �~ 12"MIN z — 1/8"/FT (LOCKING) OUTLET DROP TEE DATE: 01/27/2025 �--24" • ¢ FINISHED GRADE TOP OF RINGS REFERS TO THIS POINT ' MIN CONCRETE TOP SLAB TO 3" (SEE SANITARY STRUCTURE SCHEDULE) N SUPPORT H-20 VEHICULAR r' o SCALE: N.T.S. LOADING w PRECAST CONCRETE RISERS I- w • �� " i // '� o \ TOP OF RINGS 24" PROJECT NUMBER: 24216 � ® �LLI-3 ® \ J ;r, cD 10"MIN CONCRETE TOP SLAB TO • o 1 LUCGa O N ` SUPPORT H-20 VEHICULAR LOADING \ --- `/' N ® �� / z INLET PIP 11A PSI AT 28 DAYS) DRAWING BY: JR w ® �� \ �_ 6"0 DR-18 PVC PITCHED " " -20"- • '" CHECKED BY: DP JOINT SEALANT TO BE 1"BUTYL > / ® [M =3 ® AT 1/4"I FT MIN.SLOPE v STEPS ARE TO BE COPOLYMER ;,-' ;�;� RUBBER FOR ALL JOINTS �� r3 �,ID ® �1 4"0 DR-18 PVC APPROVED BY: MP POLYPROPYLENE COATED 1/2"STEEL BARS A2'STEEL O.C. 13 m �_� PITCHED SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED ROVIDE NON-SHRINKING �U� ® PROFESSIONALT EXCEPT BY L CENS 5" MAST JOINT SEALANT w uwi = UTLET PIPE W �, VIOLATION OF SECTION 7209, . f 3'0" 10'-0"0 MIN d O 0/Q� SUB-DIVISION 2,OF TFiE NEW YORK 4°0 DR-18 PVC PITCHED p140t STATE EDUCATION LAW CONCRETE TO BE UNFILLED T - :',:.�, ;;• °'r;•; '�+ XISTING 6"0 PIPE AT 1/4"I FT MIN.SLOPE OUTLET PIPE END CREATE FORMED INVERT TO AT F'�:'7.!•.T; ' ':;: . �'�� ` '''' I �P 3'0"MIN " a DRAWING No: LEAST THREE-QUARTERS OF THE 1 `'" ' `r:y %:'.: . - z X ! L -.�, COONCRETE FORMED HIGHEST RECORDE PIPE DIAMETER ;r '.'�' ,; ' GROUNDWATER �' 1 W 8" .• � :i "y.' •'.y : TO AT LEAST 3/4 OF a oo UNTIL S At] THE DIAMETER OF THE f ACKFILL MATERIAL SHALL BEDk Y'g' f 4'0 PIPE(6"0) a .. n CLEAN SAND AND GRAVEL ? SECTION VIEW 4,000 PSI REINFORCED (;;; ✓ . �2 � :. � �Qt d®� NOTE ;: CONCRETE AT 28 DAYS TO " S�.O 08�� ` P` --T 6'MIN.PENETRATION INTO A VIRGIN STRATA OF SAND AND GRAVEL I,, I SUPPORT H-20 LOADING C�FE�� 40 SANITARY MANHOLE WITH 4"MIN ' 6'-0"0 Know what's below. COVED/FORMED INVERT Call before you dig. , _ LEACHING POOL DETAIL PRIMARY TREATMENT TANK DETAIL(SCDHS STANDARD DETAILS) 1-800-272-4480 MARC N.T.S. N.T.S. NEW YORK STATE PROFESSIONAL ENGINEER15 PAGE No: N.T.S. )8 8 4 OF 10 YAKey Civil\Projects12024124216-Ron Kuoppala-705 County Road 48-Mattituck\Drawings\Key Civil124216_2025.01.27-SPP-O.dwg I LANDSCAPE NOTES `�� Z= PLANT SCHEDULE" ter. FEB g z02 LANDSCAPE COMPLIANCE CHART 1. THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING,FINISHED GRADING,SOIL PREPARATION,PERMANENT SEEDII�IG 9f SODDING,PLANTING AND MULCHING INCLUDING ALL CODE QTY BOTANICAL/COMMON NAME SIZE CONTAINER MATURE HEIGHT NATIVE ITEM SECTION PERMITTED/REQUIRED PROPOSED COMPLIANCE LABOR,MATERIALS,TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT,UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. 2, EXISTING VEGETATION SHALL BE RETAINED UNLESS SPECIFIED ELSEWHERE ON THIS PLAN. Zoning Board Of Appear EVERGREEN TREES TOTAL LENGTH ALONG COUNTY 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN.A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT JV 10 JUNIPERUS VIRGINIANA I EASTERN RED CEDAR 6.7' B+B 30.65' YES TREES SHALL BE PLANTED AT INTERVALS OF 30 ROAD 48{EXCLUDING DRIVEWAY): �g'tn THE LIMIT OF CONSTRUCTION DISTURBANCE,WHICHEVER IS GREATER.LOCAL STANDARDS MAY REQUIRE THAT A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. FEET TO 40 FEET DEPENDING ON THE SPECIES, 267.60 L.F. SITE ,A 4. AT NO TIME SHALL MACHINERY,DEBRIS,FALLEN TREES OR OTHER MATERIALS BE PLACED,STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. TOE 21 THUJA OCCIDENTALIS'EMERALD'I EMERALD ARBORVITAE 6.7' B+B 10.15' YES STREET TREES 161-44 AND THE TREES SHALL BE LOCATED FIVE FEET 267.60 L.F./40=6.7 OR 7 TREES COMPLIES 5. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE"AMERICAN STANDARD FOR NURSERY STOCK", OUTSIDE THE RIGHT-OF-WAY ON PRIVATE EXISTING TREES SUPPLEMENTED 6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES(6")ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH(4")CALIPER SHADE TREES PROPERTY. WITH 4 NSW(MORE THAN 7c'•.. SIZE. ARAF 11 ACER RUBRUM'AUTUMN FLAME'/AUTUMN FLAME MAPLE 2"CAL.MIN. B+B 40.60' YES TOTAL) 7. CONTRACTOR SHALL PROVIDE A SIX INCH(6")THICK MINIMUM LAYER OF TOPSOIL,OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT,IN ALL PLANTING AREAS.TOPSOIL SHOULD BE SPREAD OVER A GTIS 7 GLEDITSIA TRIACANTHOS INERMIS'SKYCOLE'TM I SKYLINE THORNLESS HONEY 2"CAL.MIN. B+B 40.60' YES N. LANDSCAPE PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. NSW 4 k>I COAZYLVATICA'WILDFIRE'1 BLACK GUM 2112.3"CAL. B+B 30-50' YES AREA 280 ATTACHMENT 4 35%OF 111,848 SF 42.9%(47,961 SF) COMPLIES aF: 8. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY,THE PROPOSED LANDSCAPE,AS SHOWN ON THE APPROVED LANDSCAPE PLAN,MUST BE INSTALLED,INSPECTED AND APPROVED BY THE APPROVING AGENCY.THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES,SHRUBS,VINES OR GROUND COVER SHALL ORNAMENTAL TREES LANDSCAPING,TREES AND PLANTS REQUIRED BY +� 48 OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: CFW 4 CORNUS FLORIDA'WHITE'1 WHITE FLOWERING DOGWOOD 2"CAL.MIN. B+B 20.25' YES THESE REGULATIONS SHALL BE PLANTED IN A H GROWING CONDITION ACCORDING TO ACCEPTED 9 8.a.PLANTS: MARCH 15 TO DECEMBER 15 EVERGREEN SHRUBS HORTICULTURAL PRACTICES,AND THEY SHALL BE 01.10 �R w 8.b.LAWN: MARCH 15 TO JUNE 15 OR SEPT.1 TO DECEMBER 1 IGC 54 ILEX GLABRA'COMPACTA'/COMPACT INKBERRY 24 30" 5 GAL. 4.6' YES MAINTAINED IN A HEALTHY GROWING CONDITION. �» 48 S.C.TREES OCTOBER 1 TO DECEMBER 1 AND MARCH 1 TO MAY 31 JHBC 30 JUNIPERUS HORIZONTALIS'BLUE CHIP'/BLUE CHIP JUNIPER 15.18"SPRD. 3 GAL. 5.1.5' YES 280-92-A ANY LANDSCAPING,TREES AND PLANTS WHICH SEE NOTE 12 OF THE � .ou[�:N`J'"" RP 6 RHODODENDRON'PJM'1 PJM RHODODENDRON 24.30" 5 GAL. 3.6' NO ARE IN A CONDITION THAT DONS NOT FULFILL THE "LANDSCAPE NOTES". COMPLIES PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION.CONTRACTOR SHOULD CONTACT APPROVING TMO 14 TAXUS X MEDIA'DENSIFORMIS'/DENSE YEW 24.30" 5 GAL. 3.4' NO INTENT OF THESE REGULATIONS SHALL BE AGENCY FOR POTENTIAL SUBSTITUTIONS. REPLACED BY THE PROPERTY OWNER DURING 9. THERE SHALL BE NO PLANT SUBSTITUTIONS UNLESS AUTHORIZED BY LANDSCAPE ARCHITECT AND/OR STAFF OF THE LOCAL MUNICIPALITY. DECIDUOUS SHRUBS THE NEXT PLANTING SEASON FOR THE 10. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB CAC 17 CLETHRA ALNIFOLIA'CALEB'/VANILLA SPICE 24.30" 5 GAL, 3.6' YES PARTICULAR PLANT MATERIAL. BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED,WATERING SHALL CONTINUE ROUTINELY AT LEAST UNTIL PLANTS ARE ESTABLISHED. CSF 10 CORNUS SERICEA'FARROW'1 ARCTIC FIRE RED TWIG DOGWOOD 24.30" 3 GAL. 3.4' YES 11. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE(1)YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY ALL LANDSCAPING,TREES AND PLANTING THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT(10%)OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN ORNAMENTAL GRASSES MATERIAL ADJACENT TO PARKING AREAS, ALL VEGETATION ADJACENT TO A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. SH 27 SPOROBOLUS HETEROLEPIS I PRAIRIE DROPSEED 18.24" 2 GAL. 2.4' GENERAL 280-92-C LOADING AREAS OR DRIVEWAYS SHALL BE PARKING AREAS AND DRIVEWAYS COMPLIES 12. LANDSCAPING,TREES AND PLANTS REQUIRED BY THE REGULATIONS WITHIN THE TOWN OF SOUTHOLD ORDINANCE SHALL BE PLANTED IN A GROWING CONDITION ACCORDING TO ACCEPTED HORTICULTURAL YES REQUIREMENTS PROPERLY PROTECTED FROM VEHICULAR ARE PROTECTED BY CURBS. PRACTICES,AND THEY SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION.ANY LANDSCAPING,TREES AND PLANTS WHICH ARE IN A CONDITION THAT DOES NOT FULFILL THE INTENT OF THESE DAMAGE BY BARRIERS,CURBS OR OTHER MEANS. fir: REGULATIONS SHALL BE REPLACED BY THE PROPERTY OWNER DURING THE NEXT PLANTING SEASON FOR THE PARTICULAR PLANT MATERIAL. PERENNIALS �? 13. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL.UTILITY COMPANIES SHALL BE CONTACTED NRBW 46 NEPETA RACEMOSA'BLUE WONDER'/BLUE WONDER CATMINT 12.15" 2 GAL. 1.2' NO TO THE EXTENT POSSIBLE,EXISTING TREES, V Map data©2024 Terms Report a map error SUCH THREE(3)DAYS PRIOR TO THE BEGINNING OF WORK. VEGETATION AND UNIQUE SITE FEATURES, EXISTING VEGETATION IS 14. CONTRACTOR SHALL ENSURE THAT THE PROPOSED TREES ARE NOT PLANTED ON TOP OF UNDERGROUND PIPES AND ACHIEVE MAXIMUM SEPARATION POSSIBLE. GROUND COVERS AS STONE WALLS,SHALL BE RETAINED AND VICINITY MAP 15. CONTRACTOR SHALL PROVIDE AN AUTOMATIC IRRIGATION SYSTEM FOR ALL LANDSCAPE AND LAWN AREAS.THE SYSTEM SHALL MEET ALL CODE REQUIREMENTS. CPE 68 CAREX PENSYLVANICA I PENNSYLVANIA SEDGE 6.12" 1 GAL. .5.1' YES 280-92-D PROTECTED.EXISTING HEALTHY,MATURE TREES, PROTECTED BY MEANS OF A TREE PROTECTON FENCE AS COMPLIES N.T.S. IC LE41 95 LIRIOPE 14RUSCARI I LILY TURF 10.12" 1 GAL, 1-15NO IF PROPERLY LOCATED,SHALL BE FULLY CREDITED AGAINST THE REQUIREMENTS OF SHOWN ON THE PLAN. RAGL 6 RHUS AROMATICA'GRO•LOW'1 GRO•LOW FRAGRANT SUMAC 15-18" 2 GAL. 1.5-2' YES THESE REGULATIONS. PROJECT DATA \ NO PHYSICAL ON \ IN CASES WHERE THE EDGE OF THE PAVEMENT TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13 LAND NOW OR FORMERLY OF \ ZONE:R-80 RESIDENCE \\ \ WITHIN A PUBLIC RIGHT-OF-WAY DOES NOT SEE NOTE ON PLAN STATING ZONE:R-80 RESIDENCE JAMES H. JACOBS JR. do SHARON M. JACOBS USE:RESIDENCE \ COINCIDE WITH THE FRONT LOT LINE,THE THAT SEEDED LAWN AREA SHALL SITE AREA.................................. 111,848 SF(2.57 Acres) USE:RESIDENCE .C.T.M, 1000-113-12-10.2 \ 280-92-F PROPERTY OWNER SHALL LANDSCAPE THE AREA EXTEND TO THE CURBLINE OF COMPLIES SINGLE FAMILY RESIDENCE ZONING....................................... LB LIMITED BUSINESS BETWEEN THE FRONT LOT LINE AND THE EDGE OF COUNTY RD.48. LAND NOW OR FORMERLY OF THE STREET PAVEMENT. THOMAs R. rALBor PROPOSED USE......................... CONTRACTOR'S BUSINESS S.C.T.M. 1000-113-12-10.3 SINGLE FAMILY RESIDENCE 2)12 " 9 ',�„I N 87 16'40"I 300.00' IN ALL NONRESIDENTIAL DISTRICTS,THERE SHALL „ ®� - IS "®"° ""'�" '�°"�"' """°'"" LANDSCAPE STRIP IN FRONT 7 ' " () ' BE A LANDSCAPED STRIP IN THE FRONT YARD 6 n 0 .FRONT YARD IS 60'AND PROPOSED FOOTPRINT........... 22,006 SF LANDSCAPED 280-93-B AREA;THE STRIP SHALL BE 25'.THERE SHALL BE LANDSCAPE/NATURAL AREA... 47,961 SF 8 °0 07 " of " �6 \ ALSO BE A LANDSCAPED AREA 5'WIDE ABUTTING GREATER NG THAN LNG LOTS HAVE COMPLIES 0711 0611„ 12 I, \ AREA THE FRONT OF THE BUILDING IN ALL NON GREATER THAN 5'OF LANDSCAPE 7 „ '� 6 0 0 AREA. PAVEMENT/CONCRETE AREA... 41,881 SF \ ® 0 8 7 „ 6 „ ® RESIDENTIAL DISTRICTS. \ ` 0711 01O " 7 ' 09 " 12" A BUFFER AREA SHALL BE REQUIRED ALONG ALL 8 '0 10'0 07 f` (3) r 1 ARAFBOUNDARIES OF A \ 711 3 GTIS 011 , " ABUTTING ANY LOT NONRESIDENTIAL A RES DENTIAL DISTRICT. 45'OF EXISTING WOODED 280-94-B 3 ( ) BUFFER AREA TO REMAIN ALONG COMPLIES 12 r0 oil " 79 " 0 7'0 <�� SUCH BUFFER AREA SHALL COMPLY WITH AT THE NORTHERN BOUNDARY. \ 06 " w ° 1 " 9 " , �� \ LEAST THE FOLLOWING MINIMUM STANDARDS: CP LIMITED BUSINESS DISTRICT:20 FEET 11 8 w 1 CFW W - w �o \ ANY DISTRICT OTHER THAN A RESIDENTIAL 31 CPE i `� W W W ® ,. 25.6'OF EXISTING WOODED 10TOE / 11 TOE i-N 1 �' �" DISTRICT ADJOINING LAND OWNED OR 0 �-� � 1 CFW 1 GTIS I � BUFFER AREA TO REMAIN ALONG ® 280-94-B(6) MAINTAINED BY NEW ORK STATE,SUFFOLK COMPLIES \ 3 RP \\ 0 i N_ j e /3 RP - COUNTY OR SOUTHOLD TOWN WITH CURRENT OR THE EASTERN BOUNDARY.AREA ®� POTENTIAL USE AS PARKLAND:25 FEET. SUPPLEMENTED WITH(JV). ,Y .✓ '- / THE BUFFER AREA SHALL BE F EVERGREEN P w \ PLANTING OF SUCH TYPE,HEIGHT,SPACING AND 37 CPE ARRANGEMENT AS,IN THE JUDGMENT OF THE 8 JHBC TRANSITION SUPPLEMENTAL EVERGREEN •:� � - '' w f � :;., �w � BUFFER AREA PLANNING BOARD,WILL EFFECTIVELY SCREEN S \ 11 IGC ! THE ACTIVITY ON THE LOT FROM THE BUFFER WITH A DOUBLE ROW OF . 0/ NEIGHBORING RESIDENTIAL AREA.AS A MINIMUM, 3 SH " 7 LM 280 94-C COMPLIES 5 CAC 48 LM THE PLANTING SHALL CONSIST OF A DOUBLE ROW CENTER IS PROVIDED ALONG THE 4 Ix 2 ARAF OF TREES SIX FEET IN HEIGHT PLANTED AT „> v EASTERN BOUNDARY. 6 JHBC INTERVALS OF 10 FEET ON CENTER. NONEVERGREEN PLANTING MAY BE INCLUDED TO 3 SH 0 \ SUPPLEMENT EVERGREEN PLANTING,BUT NOT TO TAKE ITS PLACE. " � n 0 EXISTING VEGETATION o „r• .r�r"'r WHERE THE EXISTING TOPOGRAPHY AND/OR LANDSCAPING PROVIDES SURROUNDING SITE TO REMAIN ADEQUATE SCREENING, oP �� 280-94-E THE PLANNING BOARD MAY ACCEPT THE EXISTING AND ACT AS THE REQUIRED 4 ARAF N f COMPLIES ,. !< PLANTING AND/OR BUF FER AREA AS THE ER TRANS tG = -J 1 EA 71 0 \ REQUIRED FLANTING.FF N BUFFALONGRN NORTHITRON BOUNDARIESD Ah, "`00 1 GTIS 10 SF x 45 PARKING SPACES=450 10JV-' LANDSCAPE AR SF OAREQUIREDF INTERIOR� 0/ ,s�" 581.5+629.6+1,166.4+970.4= PROPOSED 1-STORY � ' 3,347.9 SF TOTAL PROVIDED I Y .. w ALL USES REQUIRED TO PROVIDE 20 OR MORE ® 1 GTIS BUILDING Chi" ;.yA;; OFF-STREET PARKING SPACES SHALL AVE AT DESCRIPTION CONTRACTOR'S H 45 PARKING SPACES/10=4.5 OR NO. DATE BY 7 LEAST 10 SQUARE FEET OF INTERIOR v 5 TREES AT 2"CAL.REQUIRED REVISIONS BUSINESS � �- LANDSCAPING WITHIN THE PAVED PORTION OF 11,003 SF 7L 5(GTIS)AT 2"CAL.PROVIDED THE PARKING AREA FOR EACH PARKING SPACE \ 21 IGC w r•""' �® 8 JHBC / - 1 w � AND AT LEAST ONE TREE WITH A TWO-INCH w ```" CALIPER FOR EVERY 10 PARKING SPACES OR EACH SEPARATE LANDSCAPE I . 8 JHBC- ';. ;,.. v . . W FRACTION THEREOF.EACH SEPARATE REQUIRE 100 SF,MIN., COMPLIES ,.. . .AND _,•.� AREAS ' PROPOSED 1-STORY oy t. :�' ,.:g LANDSCAPED AREA SHALL CONTAIN A MINIMUM DIMENSION OF AT LEAST 8' N AT LEAST 1 TREE AT 2"CAL. BUILDING f OF 10}SQUARE FEET,SHALL HAVE A MINIMUM CONTRACTOR'S 0/ w DIMENSION OF AT LEAST EIGHT FEET,SHALL BE LANDSCAPE ARE i 5 "�� °� \ PLANTED WITH GRASS OR SHRUBS AND SHALL INCLUDING 1(CFW)AT 2"CAL., BUSINESS LANDSCAPE AREA 2 629.6 SF) �� 11,003 SF w`'. W: INCLUDE AT LEAST ONE TREE OF NOT LESS THAN 0` TWO-INCH CALIPER. INCLUDING 1(CFW}AT 2"CAL., ® LANDSCAPE AREA 3(1,166.4 SF) «yd''. •r'""� :::. W INCLUDING 1(ARAF)AT 2"CAL., Civil. ErVIu LANDSCAPE AREA j 970.4 SF INCLUDING 1 ARAF AT 2"CAL. 664 BLUE POINT ROAD, UNIT PROVIDED NO PHYSICAL POSSESION 611 2ARAF \ LANDSCAPED ALL PERIMETER LANDSCAPE HOLTSVILLE, NEW YORK 11742 LAND NOW OR FORMERLY OF X'`g i y Y PARKING AREA (6311 961-0506 \ GULLY REALY, LLc :.:, " �.::::' ® f 1 A LANDSCAPED AREA SHALL BE PROVIDED ALONG AREAS ARE AT LEAST 4'WIDE. L 3CAC ZONE:PROTECTED THE PERIMETER OF ANY PARKING AREA EXCEPT WWW.Ke CIVIIEn meerin \ s.c.r.M. l000-113-1z-1z � � y g� g.Com VACANT / 7 TMp �N� 7 TMD y�X, 3 0C/ ® ROW OF IGC PLANTED ALONG �"'./,. �® ''ty ,�;;..)j, '. •' W YF THE PARKING AREA WHICH p •.%; 11 w I PROVIDES ACCCETHAT PORTION OSS TO A STREET OR ARKING THE WEST PARKING LOTAREA, PROJECT NAME A FACILITY ON AN ADJACENT LOT.THE LANDSCAPED LAWN AND EXISTING& -6 NRBW PROPOSED TREES TO THE EAST ZONE:LB LIMITED BUSINESS "�, ' i f �, - y � w USE:VACANT W W W '" 280-95-B AREA SHALL HAVE A MINIMUM DIMENSION OF COMPLIES -� 6 NRBW y y S,C.T.M, 1000-113-12-14 \ PARKING LOT AREA PROPOSED F +1/ 3 CACLAND NOW OR FORMERLY OF FOUR FEET,SHALL BE PLANTED WITH GRASS OR 22 IGC w w w 3CAC „� w W W \ w\ :�.� Q 12 TOWN OF SOUTHOLD \ SHRUBS AND SHALL INCLUDE AT LEAST ONE TREE \ Y _ w w 5 SH y VACANT 424 LF OF PERIMETER/40'=10.6 ® OF NOT LESS THAN TWO-INCH CALIPER FOR C 1 ARAF y OR 11 TREES REQUIRED 1 GTIS W 5 NRBW 1 ARAF y L 5 NRBW \�l/ w W W w y Wr Y ® ONTMIACTOK BUSINESS EVERY 40 FEET ALONG THE PERIMETER OF THE 9(ARAF)AND 2(GTIS)AT 2"CAL. PARKING AREA. W W W W W w PROVIDED AT 40'O.C.ALONG -i �. -/may ,� �, w �„ w , PERIMETER OF PARKING AREA 8„ W W \ p W w �. � 705 COUNTY ROAD 48 \ MATTITUCK, NY 11952 061�,�+� TOWN OF SOUTHOLD, COUNTY OF SUFFOLK W W W w W W '(`] W W W W W V' W Q \ \ ® 4✓ TREES USED IN PARKING LOTS SHALL INCLUDE ALL TREES PROPOSED IN „ o DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 5 CSF 0 8 ®''' 280-95 C HONEY LOCUST,PINE,OAK OR OTHER SIMILAR PARKING LOTS ARE COMPLIES FAST-GROWING,HARDY VARIETIES OR EXISTING FAST-GROWING,HARDY DRAWING TITLE j'� TREES WHERE APPROPRIATELY LOCATED. VARIETIES, W1 CFW- F W W 1 CFW �Y w w W .Y W w w w W W W w W W w W W W 5 CSF W Y 1 W W W Y Y w W J W W Y W Y w W W w J W w W W W T W W W W w W W W W w W W w +Y LANDSCAPE PLAN �6" 09 \ ,r+, W W W-�.�,/W �Y W I CI W W W W W W ,Y W W W WYY W .)� 11 07 I W W [� W w W W W W W W y W W W W W W W \ e 6 PH, 4 NSW r W n { •Y':'"W Y 11 W w W W w w w W W W w w 5'WIDE FILL EASEMENT IN 8 „ 0 6 „0 02 „ y 15i NRBW y W W w FAVOR OF COUNTY OF SUFFOLK (�`'`� 8 'I W W i W W W W W WW W W W W W `^ 6 5SH - �_ ;WY WY' +Y w w W W w w w WY W W W DATE: 01/27/2025 528.64' 9 NRBW W W W W W W W Y W w W W - - e SCALE: 1 = 30' 3 RAGL 3 RA S�gg7 6'4(?" IV� _ 30 0' W ,--- W 1CU._ W W W - PROJECT NUMBER: 24216 L ..._�-.�...-� DRAWING BY: JR r ---- ------ ... CHECKED BY: DP : .; �'�,.S�' �3C> VEL E APPROVED BY: MID _.-_...... _........................ -- ALTERATION OR ADDITION TO THIS ......_.._._.._- SEAL &SIGNATURE: DOCUMENT EXCEPT BY A LICENSED �r�A-� PROFESSIONAL ENGINEER IS A Know what's below. �1.� R�IC / VIOLATION OF SECTION 7209, SUB-DIVISION 2,OF(Call before you dig. �^y 1-800-272-4480 ® R� �rr NEW), STATE EDUCATION NAWYORK CS ELK C!0 Ca 48) P� c PILO °� Tq DRAWING No: GRAPHIC SCALE * EAt. DW 30 0 15 30 60 120 W C-5 IN FEET �0 p 0f115`� ( ) 1 inch = 30 ft. ARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 5 OF 10 Y:\Key Civil\Projects\2024\24216..Ron Kuoppala--705 County Road 48--Mattituck\DrawingsiKey Civil\24216..2025.01.27_SPP-O.dwg I Received , . FEB 19 2025 Zoning Board of Appeals SI TE NOTES: 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER 48 O 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST NTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. NOTES: 3. SOIL AMENDMENTS: 1. THOROUGHLY SOAK THE GROUND COVER ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY 'MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY VOLUME)OR GYPSUM THROUGHOUT THE FOLLOWING TWO SUMMERS. SEEDING SPECIFICATIONS 4 'MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY LOAM UP TO 30%OF THE TOTAL MIX 2. SOIL AMENDMENTS: 1.PRIOR TO SEEDING,MIX TOP S"LAYER OF TOPSOIL WITH FERTILIZER AND LIME. 10-10-10 FERTILIZER SHALL BE APPLIED AT THE RATE OF SOD POUNDS PER ACRE OR 11 POUNDS PER 1,000 S.F. LIME SHALL BE *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY VOLUME)OR GYPSUM APPLIED IN ACCORDANCE WITH THE FOLLOWING CHART: AVOID PURCHASING TREES WITH *MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY LOAM UP TO 30%OF THE TOTAL MIX TWO LEADERS OR REMOVE ONE AT SOIL TEXTURE TONS/ACRE LBS/1,000 S.F. PLANTING:OTHERWISE,DO NOT 3. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE-EMERGENT PER MANUFACTURER'S SPECIFICATIONS CLAY,CLAY LOAM,AND HIGH ORGANIC SOIL 3 135 PRUNE TREE AT PLANTING EXCEPT SANDY LOAM,LOAM,SILT LOAM 2 90 FOR SPECIFIC STRUCTURAL LOAMY SAND,SAND 1 45 CORRECTIONS ABOVE APPLICATION RATES FOR FERTILIZER AND LIME ARE STANDARD RATES AND SHALL BE ADJUSTED SET ROOT BALL FLUSH TO GRADE OR SPACING'D" ROW"A" BASED ON SITE SPECIFIC SOIL TESTS. DO NOT STAKE OR WRAP TRUNK SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS SPACING CHART 2.TOPSOIL SHALL BE TILLED,FINE GRADED,AND RAKED FREE OF ALL DEBRIS LARGER THAN I-IN DIAMETER. 3"DOUBLE SHREDDED ALL LAWN AREAS SHALL BE SLOPED TO DRAIN OR PER THE APPROVED GRADING PLAN. HARDWOOD MULCH(00 NOT NOT TO SCALE 6"O.C. 5.20" PLACE MULCH IN CONTACT CUT BANDS OF WIRE BASKET AND 3.CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND IMPLEMENT AS REQUIRED PRIOR WITH TREE TRUNK) FOLD AWAY FROM TOP OF ROOT TO APPLICATION OF SEED. BALL 8"O.C. 6.93" HOLE SHALL BE 2 1/2 TIMES THE 4. GENERAL LOW MAJNTFNANrF SEED MIX(#6) Map data C2024 Terms Report a map error WIDTH OF THE ROOT BALL 4"BUILT-UP EARTH SAUCER 10"O.C. 8.66" SEED MIXTURE LBSIACRE LBS/1,000 S.F. ROPES AT TOP OF BALL BACKFILL SOIL SHALL BE CUT AND • 1 PART SOIL AMENDMENT FINE FESCUE(BLEND) OPTIMAL PLANTING DATES VICINITY MAP 12'O,C. 10.40" HARD FESCUE ZONE 58&6A 3115-5/31 D D CHEWINGS FESCUE 130 3.0 8/1-10/1 REMOVED. FOLD BACK • (BASED ON SOILTEST) ZONE 6B 3 1-4/30 N.T.S. TOP 1/3 OF BURLAP. ALL /is STRONG CREEPING RED FESCUE *3 PARTS NATIVE TOPSOIL 8/ -10/15 NON-BIODEGRADABLE 15"O.0 13.00" KENTUCKY BLUEGRASS 45 0.1 ZONE 7A&7B 2/1-4/30 MATERIAL SHALL BE 41t__ ROOT BALL PERENNIAL RYEGRASS 20 0.5 8/15-10/30 4-6"DEEPER THAN RO REMOVED. D IT" 18"O.C. 15.60" 'WHITE CLOVER 5 0.1 ; .. PROJECT DATA 4..... i, 4 W.,I _T_ UNDISTURBED SUBGRADE TAMP SOIL SOLIDLY AROUND BASE MAINTENANCE LEVEL OF ROOT BALL (B)FREQUENT MOWING(4-7 DAYS),OCCASIONAL FERTILIZATION,LIME AND WEED CONTROL TAX MAP NUMBER.................... Dist.1000,Sect.1 13,Block 12,Lot 13 DIG WIDE,SHALLOW HOLE WITH SET ROOT BALL ON FIRM PAD IN 24"O.C. 20.80" (C)PERIODIC MOWING(7-14 DAYS),OCCASIONAL FERTILIZATION AND LIME SITE AREA,................................. 111,848 SF(2.57 Acres) BOTTOM (D)INFREQUENT OR NO MOWING,FERTILIZATION AND LIME THE FIRST YEAR OF ESTABLISHMENT TAPERED SIDES REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 OF HOLE PLANTED ON CENTER(SEE SPACING CHART) 30"O.C. 26.00" 'WHITE CLOVER CAN BE REMOVED WHEN USED TO ESTABLISH LAWNS ZONING....................................... LB LIMITED BUSINESS EVERGREEN TREE PLANTING DETAIL 9.SEED SHALL BE APPLIED IN TWO DIRECTIONS AT RIGHT ANCL ES TO EACH OTHER. ONCE APPLIED,FIRM NOT TO SCALE 36"O.C. 30.00" THE SOIL.WITH A CORRUGATED LAWN ROLLER TO PROMOTE SEED-TO-SOILCONTACT. CURRENT USE........................... VACANT 6.APPLY UNROTTED SMALL GRAIN STRAW,HAY FREE OF SEEDS,OR SALT HAY To ALL SEEDED AREAS AT THE PROPOSED USE......................... CONTRACTOR'S BUSINESS RATE OF 1 1/2-2 TONS PER ACRE OR 70-90 POUNDS PER 1,000 S.F. SPREAD MULCH SO THAT APPROXIMATELY 85%OF THE SOIL SURFACE IS COVERED. ANCHORING OF MULCH SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS By WIND OR WATER. THIS MAY BE PROPOSED FOOTPRINT........... 22,006 SF M 2"DOUBLE SHREDDED ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS;PEG AND TWINE,MULCH NETTING,CRIMPER,OR HARDWOOD MULCH(DO NOT LIQUID MULCH-BINDER. LANDSCAPE/NATURAL AREA 47,961 SF 7.IRRIGATE NEWLY SEEDED AREAS WITH A MINIMUM OF 1/4 INCH OF WATER TWICE A DAY(NOT DURING PLACE MULCH AGAINST THE PERIODS OF INTENSE SUN)UNTIL VEGETATION IS WELL ESTABLISHED. PAVEMENT/CONCRETE AREA... 41,881 SF BASE OF THE PLANT) GENTLY PULL ROOTS AWAY FROM TOPSOIL MASS WITH FINGERS mJ i % NOTES: . . ... BACKFILL SOIL 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE I OUTER LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE *1 PART SOIL AMENDMENT CONTAINER (BASED ON SOIL TEST) 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE 0 FIRST M NTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 3. SOIL .7. *3 PARTS NATIVE TOPSOIL AMENDMENTS: % 'MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)By ADDING COMPOSTED PINE J BARK(UP TO 30%BY VOLUME)OR GYPSUM `J 1 j:.::::'J 'MODIFY EXTREMELY SANDY SOILS MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR _------_ .......... • • UNDISTURBED SUBGRADE DRY,SHREDDED CLAY LOAM UP TO 30%OF THE TOTAL MIX j ....... .i..... i, I,71� I..... ..... J AVOID PURCHASING TREES WITH TWO LEADERS OR REMOVE ONE AT PLANTING:OTHERWISE,DO NOT PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL GROUND COVER/PERENNIALIANNUAL PLANTING DETAIL CORRECTIONS N.T.S. DO NOT STAKE OR WRAP TRUNK SET ROOT BALL. FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS HOLE SHALL BE 2 1/2 TIMES THE WIDTH OF THE ROOT BALL CUT BANDS OF WIRE BASKET AND 3"DOUBLE SHREDDED FOLD AWAY FROM TOP OF ROOT BALL HARDWOOD MULCH(DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK) 4"BUILT-UP EARTH SAUCER ROPES AT TOP OF BALL BACKFILL SOIL SHALL BE CUT AND 'I PART SOIL AMENDMENT REMOVED. FOLD BACK • (BASED ON SOIL TEST) TOP 1/3 OF BURLAP. ALL PARTS NATIVE TOPSOIL NON-BIODEGRADABLE C -3 MATERIAL SHALL BE J.- REM ...... 4-15"DEEPER THAN ROOT BALL OVFD. 14II.i NOTES: C-1.1 1: 1...... TAMP SOIL SOLIDLY AROUND BASE UNDISTURBED SUBGRADE OF ROOT BALL 1. FOR CONTAINER-GROWN SHRUBS,USE FINGERS OR SMALL HAND TOOL TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. DIG WIDE,SHALLOW HOLE WITH SET ROOT BALL ON FIRM PAD IN TAPERED SIDES BOTTOM OF HOLE 2. THOROUGHLY SOAK THE SHRUB ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MON';H AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 3. SOIL AMENDMENTS: NO.1 DATE BY DESCRIPTION DECIDUOUS TREE PLANTING DETAIL *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY VOLUME)OR GYPSUM NOT TO SCALE *MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY LOAM UP TO 30%OF THE TOTAL MIX REVISIONS 8"TO 12" > TOP OF SHRUB ROOT BALL SHALL BE SET ROPES AT TOP OF BALL SHALL BE CUT AND FLUSH WITH FINISHED GRADE REMOVED. FOLD BACK TOP 1/3 OF BURLAP E^0 V I L F R/A C 3, N, EMING ALL NON-BIODEGRADABLE MATERIAL SHALL BE REMOVED. 3"DOUBLE SHREDDED HARDWOOD 664 BLUE POINT ROAD, UNIT B MULCH(DO NOT PLACE MULCH AGAINST HOLTSVILLE, NEW YORK 11742 TREE PROTECTION ZONE/DRIPLINF THE BASE OF THE PLANT) (631) SSI-0506 www.KeyCivilEngineering.com CONTAINER GROWN PLANT WITH PLANTING HOLE SHALL BE 12"TO 18"DEEP. FORLARGERSH 8 RU ROOTS PULLED OUT OF BALL . .......... ROOT BALLS,MAKE DEPTH MIN 4 PROJECT NAME DEEPER THAN BALL. BACKFILL SOIL . ... ... .1. *1 PART SOIL AMENDMENT PROPOSED (BASED ON SOIL TEST) BALLED AND BURLAPPED PLANT . I;T.IT:I il...F: .. ...... A .7P ........ .... ...... *3 PARTS NATIVE TOPSOIL ......... ....... ....... CONTRACTOR'S BUSINESS F , a'TALL FLUORESCENT SOIL SURFACE ROUGHENED TO UNDISTURBED SUBGRADE BUILDINGS ORANGE HIGH-DENSITY AREA WITHIN TREE CONSTRUCTION FENCE OR PROTECTION ZONE TO REMAIN BIND WITH BACKFILL SOIL. REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 APPROVED EQUAL UNDISTURBED DURING 705 COUNTY ROAD 48 ItYL CONSTRUCTION MATTITUCK, NY 11952 6'LONG WOOD OR STEEL DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL TOWN OF SOUTHOLD, COUNTY OF SUFFOLK FENCE POSTS. POSTS SHALL BE SPACED HORIZONTALLY 8' N.T.S. DIST.1000, SECT.: 113, BLOCK: 12, LOT: 13 ON CENTER MAXIMUM. DRAWING TITLE AREA 0 A- CONSTRUCTION AREA OF SITE F SITE CONSTRUCTION LANDSCAPE DETAILS 2 DATE: 01/27/2025 SCALE: N.T.S. REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 TREE PROTECTION FENCE DETAIL NOT TO SCALE PROJECT NUMBER: 24216 DRAWING BY: JR CHECKED BY: DP APPROVED BY: MP SEAL& SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2,OF THE NEW YORK OV NEVV y,O STATE EDUCATION LAW PlLor,, DRAWING No: 'L SE LF? Uj Z C-6 Know what's below. 00 Call before you dig. 1-800-272-4480 MARC PILOTTA, P.E. I PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 6 OF 10 YAKey CivjI\Projects024124216_Ron Kuoppala-705 County Road 48_Mattituck\Drawings\Key Civil\24216-2025.01.27-SPP-O.dwg k FEB 19 2025 SITE LIGHTING NOTES GENERAL FOUNDATION NOTES 06 LUMINAIRE SCHEDULE Zoning Board of ApPealF, 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. 1. STRUCTURAL CONCRETE AND CONCRETING PRACTICES SHALL CONFORM WITH ACI-318, "BUILDING CODE 1-315,*MANUAL OF eskv CALCULATION SUMMARY 2. NO REVISIONS,ALTERNATES,OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR REQUIREMENTS FOR STRUCTURAL CONCRETE." DETAILS SHALL BE IN ACCORDANCE WITH AC mill STANDARD PRACTICE: DETAILS AND DETAILING OF CONCRETE REINFORCEMENT,' FORMWORK SHALL CONFORM SYMBOL QUANTITY LABEL FIXTURE FIXTURE MANUFACTURER/FIXTURE DESCRIPTION I MOUNTING LLF TEMPERATURE COLOR LUMENS TOTAL ARRANGEMENT TOTAL WRITTEN APPROVAL FROM THE ENGINEER.LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN MAX/MIN WITH ACI.347, "GUIDE TO FORMWORK FOR CONCRETE," UNLESS OTHERWISE NOTED ON THE CONTRACT SIT.E ro ARRANGEMENT COUNT MOUNTING TYPE HEIGHT MPERATURE PER FIX. LUMENS WATTS WATTS I --- ] 3. ILLUMINATION LEVELS SHOWN IN FOOT-CANDLES. DOCUMENTS. PARKING LOT ILLUMINANCE Fc 1.10 3.70 -0.00 N/A N/A2. CONCRETE SHALL BE NORMAL WEIGHT STONE AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 4, ILLUMINATION LEVELS ON THIS PLAN HAVE BEEN CALCULATED FOR PROPOSED SITE AREA LIGHTS ONLY.ACTUAL PSI AT 28 DAYS. ALL DESIGN MIXES SHALL BE PROPORTIONED IN ACCORDANCE TO SECTION 5.3,"PROPORTIONING 24 A SINGLE I LSI IXWS-LED-02L-FTW-30-80CRII BUILDING 116-0" 0.900 3000 K 2,071 49,704 15 360.0 ILLUMINATION LEVELS IN THE FIELD MAY DIFFER FROM THOSE DEPICTED ON THE PLAN DUE TO INTERFERENCE ON THE BASIS OF FIELD EXPERIENCE AND/OR TRIAL MIXTURES"OF ACI-318. THE WATER-CEMENT RATIO FOR THE FROM EXISTING/AMBIENT LIGHTING WHOSE ILLUMINATION LEVELS ARE NOT REFLECTED ON THIS PLAN. PROPOSED MIX DESIGN SHALL ACHIEVE AN AVERAGE 28-DAY STRENGTH OF 1,200 PSI GREATER THAN THE REQUIRED STRENGTH ON LABORATORY TEST RESULTS, ALL DESIGN MIXES INCLUDING HISTORICAL TEST RESULTS 5. LIGHT CIRCUITRY PLAN PREPARED BY OTHERS. 3 B SINGLE 1 LSI MRS-LED-06L-SIL-2-30-70CRI-IHI LIGHT POLE 20'-0" 0.900 3000 K 4,597 13,791 39 117.0 SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. 6. ILLUMINATION LEVELS SHOWN ON THIS PLAN WERE CALCULATED USING AG132 PHOTOMETRIC SOFTWARE. 3. CONCRETE SHALL HAVE A SLUMP NO GREATER THAN 4"TO WITHIN A TOLERANCE OF 1". 4 TOTAL 63495 TOTAL 477 4. EXPOSED CONCRETE SHALL BEAR ENTRAINED,6%(WITHIN 1%TOLERANCE),CONFORMING TOASTM C 260. 5. CONCRETE SHALL BE CONSOLIDATED IN PLACE USING AN INTERNAL VIBRATOR. SITE LIGHTING COMPLIANCE TABLE 6. REINFORCING STEEL BARS SHALL BE BILLET STEEL CONFORMING TO ASTM A 615,GRADE 60. ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED,ADDITIONAL BARS OR STIRRUPS TOWN OF SOUTHOLD CODE-SECTION 172-5 SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS. BAR SUPPORTS IN CONTACT PERMITTEDIREQUIRED PROVIDED WITH EXPOSED SURFACES SHALL BE PLASTIC TIPPED. ALL ACCESSORIES SHALL BE GALVANIZED. MAXIMUM MOUNTING HEIGHT 36-0" 16-0",20'-0" 7. ALL SPLICES OF REINFORCING BARS NOT INDICATED ARE TO BELTS AS PER THE REINFORCING SPLICE SCHEDULE 1� OR 40 BAR DIAMETERS, DISCONTINUOUS ENDS OF CONTINUOUS BARS SHALL BE STANDARD HOOKS. G. to 0 to.0 ti.0 to.0 o ti.o 3.0 J.0 0.0 J.0 u.0 0 0 0.0 25,000 LUMENS/ACRE x 2.57 0 t 0 ti.V- to.0 *0.0 0 tj 0 0 .0.0 t.0 tu 0 10,0 0 0 0 NO'PHStICA�-POSS&ON MAXIMUM LUMENS FOR COMMERCIAL USE COMPLIES(63,495 LUMENS) 8. SHOP DRAWINGS OF REINFORCING TO BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION LAND NOW OR FORMERLY OF ZONE:R-80 RESIDENCE ACRES 64,250 LUMENS MapdataC2024 Terms Reportamaperrbr ZONE:R-80 RESTENCT-. JAMES H. JACOBS JR. & SHARON M. 4AC013S SE:RESIDENCE AND ORDERING OF MATERIAL. SHOP DRAWINGS SHALL SHOW ALL REINFORCEMENTS, SPLICE LENGTHS, BAR t.VS1_-�,).PbES11p.EN, t *0 -T h�� 11-3-1'2-.-U 0.2 0•0 0.0 .0 0.0 ti.0 to 0 LENGTHS,BEND SCHEDULES,AND CONCRETE DIMENSIONS. REINFORCING LAYERS SHALL BE SHOWN SEPARATELY 0.0 0.0 0 0.0 .0 t.0 RESIDENCE t.0 .0 t.0 t.0 G. �.o ti.G. a.C, MAXIMUM fc 5 fc 3.70 fc .0 0 J.0 J.0 LAND NOW OR FORMERLY OF ON SHOP DRAWINGS. VICINITY MAP t t J.0 J.0 0.0 o to.0 t.o 0 'u 0 J.0 J.0 0.0 0.0 0.0 0 t.0 to.0 t.0 t 0 'j.0 J.0 ti.GG 0,0 THOMAS R. TALMOT t.q ti.0 10.0 10.0 *0-0 t-o O.0 u.0 0.C. G.G.t.G. tj.0 J.G.J.G. J.0 J.0 0.0 j. N.T.S. b.0 S.C.T.M. 1000-113-12-10*3 300.00' MAXIMUM LUMINANCE AT PROPERTY LINE 9. CONCRETE FIELD TESTS SHALL BE PERFORMED AS REQUIRED BY GOVERNING CODES BY A QUALIFIED SINGLE FAMILY RESIDENCE 2)12 N 8701614011 E (RESIDENTIAUNON-RESIDENTIAL) 0.05 fc 10.1 fC COMPLIES(0.00 fc) INDEPENDENT INSPECTION FIRM. TESTS SHALL NOT BE TAKEN LESS THAN ONCE A DAY OR LESS THAN ONCE PER MET - t.0 *,c ti.0 t.0 to.0 to.0 t.0. ti.0 _0 -J�0 t 70,7 66 0.0 15 j 150 CUBIC YARDS OF CONCRETE. NO LESS THAN 6 TEST CYLINDERS ARE TO BE TAKEN TO OBTAIN 7-DAY AND PROJECT DATA 0 0 'U.0 U 0 .09 71 8 "0. 0 28-DAY AVERAGE COMPRESSIVE STRENGTHS. TAX MAP NUMBER..................... Dist.1000,Sect.1 13,Block 12.Lot 13 �J.0 J.0 0 *0.0 '.0 0 ti.0 0 tj. C, G. "J.0 0 0 c- to C, t)-0 97 *09 8 tD.0 0.G. t.0 '0.0 'j.0 .0 t.0 to.0 o J.0 0.0 0-0 U.0 to.0 J.0 0.0 J-0 0 0. .0 J.0 j '67 08 7 11 6 110 012 " J. to 10. IF CAVING OF DRILLED HOLES ARE ENCOUNTERED, CONTRACTOR SHALL PROVIDE BENTONITE SLURRY IN SITE AREA.................................. 111,848 SF(2.57 Acres) Q7 + PERMANENT CASINGS FOR DRILLED CONCRETE PIER FOUNDATIONS. +0.0 'U.0 t.0 I- o t 0 0 tmo�." 0.0 to.0 t).G. .0 U ZONING....................................... LB LIMITED BUSINESS 0.0 +0.0 + `o-0 U-C. 610 ,0.0 0.0 0.0 U.0 9 o 0 0 0 0 1"6 tj-0 to-0 to-0 tu-b t9 612" - 11. CONCRETE SHALL ATTAIN 80% OF THE DESIGN STRENGTH OR CURE FOR A MINIMUM OF 7-DAYS PRIOR TO THE CURRENT USE........................... VACANT 1010 0711 091 'o. '0.0 t.o 10.0 10.0 Ilt/10 10.0 ti.1 *0.1 tj.1 t.1D.2INSTALLATION OF THE LIGHT POLES OR ALL LIGHT POLES ARE TO BE SUITABLY BRACED AGAINST WIND LOADS,ti.C, +0.0 �J.0 +0.0 0 0.0 J.0 tj'2 10.2 10.1 1 t.1 t.I t.G' J.0 '0.0 0 t�j,C. 0, G. *.c ti.G. to.G. o 'j.G. o 0 12 '0 1 " 6t 710 EARTH PRESSURE,AND CONSTRUCTION LOADS DURING THE ABOVE MENTIONED TIMEFRAME. PROPOSED USE......................... CONTRACTOR'S BUSINESS B 9 oil w. 'U.0 t.o t.o t.06"', 07 o 10.1 1 10.41 01t1l 3 j Ckp t.G, to.0 J.C, 'j.o j �J\.0 'j.G PROPOSED FOOTPRINT........... 22,006 SF 0 0. 0 1.9 -.0 " .1 +1-1 1.1 5 3 1 '.1 017' tj I c- tj-G� `u CIO 0 .0 0811 8 0 t.0 0.1 J. 11 1.2 2 1 D9 1-01 LANDSCAPE/NATURAL AREA 47,961 SF "j.G. to.L% .0 C. �J.G. G. t.0 ti.0 1).C, C, ti.G ti.0 to,,0 to PAVEMENT/CONCRETE AREA... 41,881 SF '0.0 ').o '0.0 0 0.C% 0.0 10.1 10.1 10.2,,4k,3 10.4 ti.f. I 1.7 2.6 2.6 '2'.7 t2.8 �2.0 1.3 t.9 t.2 t.I J. 0.1 06 1 t.0 ti.C C J.G t.0 LIGHT POLE FOUNDATION SCHEDULE ).o t.0 0.0 +0.0 J�.o a.0 t.o a.I I_ 4j-.8 0.9 0 0 t.0 4 k7 e,'-n �i4 31 1.3 ti. _!C�1_ 0 0 MAXIMUM HEIGHT ABOVE GRADE 20'-0" u. 0.� .0.1 1. to.G. t.0 + G. to.o '.G. U.G. 0 t.0 o.o 0.0 t I t U.-2, '/tu.3 A +.5 0.7 1.0 1. J.0 8 C 7 2 +1 � 1.3 0.� +C). J.z 0 1 0 G. J.G. 0.C, ASSUMED AVERAGE POLE DIAMETER WIDTH'B' 4"(CIRCLE STEEL) J.; t + 0 - t tj t t t tj t., 1) 0 J.0 ti.G ti.0 MAXIMUM NUMBER OF FIXTURES SINGLE % t + .2 ti 2 5 o C, t.0 to..o to �01/ 0.1 t.2 J. 0. .3 -1 .7 1. j 0 3.0 J.G G �.o t.o MINIMUM FOUNDATION DIAMETER'C' 2'-0" + t ib I :-, - I t.I t.i +D.0 + t. ♦o t3. t.2 t.4 + 2.0 0.7 D. 3.1 i. j J.0 0 6.0 b.0 j z MINIMUM FOUNDATION DEPTH'D' 4'0" fq�6 11, t t tj 0 '.0 0, ti.0 '0.0 0 '.0 + 0 '0.s 1.1 ti.0 1.0 j i REINFORCING TIES'E' #3 TIE AT 12"O.C. to.o U. J. J.2 to.8 j.4 J.2 3.1 3.1 J. J.0 J.C .0 ny A (6)#6 BARS EQUALLY SPACED VERTICAL HOOKt'-3 REINFORCEMENT'F' o to.0 0 o '0.0 0.1 J. 0.2 7 1.5 +3. 0 *1.0 0 0 t.0 0 *0.0 t3.9 1. 1.8) 2.1 j.7 .2 0.1 G. 0.0 ADD 3 TIES,1-1/2"C-C,AT TOP OF THE FOUNDATION + J.G. 0 0 �).o �J.o G. � .o 0.1. J.I fP + +1.4 c +2.5 *2. 12.5 + +0.0 0.0 0 0.0 0.0 V_P%vo 0 0,0000 4�).0 + tj 3.1 0.1 J.0 J.0 J.0 J.0 '0 J 0 3.2 2.2 t tD.0 1 to.2 4 0.0 to.0 2 1 A oil + SEE LUMINAIRE SCHE - . ..: i. : A t,.17' L ONCRETE FOUNDATION +0.0 to.0 t.0 7j.- c �.9 .4 i. N7 7 2. U 0 t.0 .0 \tj.0 t.0 '.0 t.0 '.0 J.C.t.C, 0 4� :,0 FOR NUMBER AND MIN.DIAMETER'C' + CONFIGURATION OF 4t; FIXTURES i: t, J.0 0 2.2 + 0.5 01 t 2 5 1 J.2 a.1 0.1 0.% t.0 t.0 t.0 t.c 0.0 0.0 0 0.0 to.0 to. 2 5 3. 00*0 .00 00 MOUNTING ARM BY 2.k ($,16 .001* j j 3"CLEAR + + + 1. tj. 4 1 1.6 4� 1 t. t.G *0.G, 0 ,.0 ,.0 0.0 0.0 ♦5.0 0.0 J.0 2.8 4 ASSUMED POLE COVER(TYP.) 1-ST ORY ORY $ LIGHTING MANUFACTURER BUILDING u.2 J.1 0.1 I DIAMETER WIDTH'B') U.G J.0 ti.0 0.0 J.0 6 1.0 CONTRACTOR'S .2 1 j J.0 J.0 BUSINESS + +3 t LIGHT POLE(ALUMINUM)BY t.0 * t,01 0 9 1.-1 1 1 0.0 4, J. U.0 0. + "j.9 11 F ).0 .0 J.0 0.0 U.0 :A +3 �.4 117 2)1 2.4 11,003S to.o 0.0 0 0.2 0.4 A� LIGHTING MANUFACTURER EINFORCING TIE'E' A L^.- , I + 2 t.I to.o .0 .0 + 0 +2.5 8 +2.7 A to.0 o.0 0.0 +0.0 to.o '0.0 9 1.7 'Z c, A to 1.2 4j 0.4 J.I PROPOSED 1-STORY 3.3 �J.o to.C, 0.0 0 ti.0 G, VERTICAL REINFORCEMENT BAR'F' 0,0 0.0 0 0.0 BUILDINGYy ATE BY DESCRIPTION NO. D CONTRACTOR'S G/ 4 to 0 t J.0 t t HANDHOLE WITH COVER t �0 0 t i.6 to.0 D.0 J.N 1.1 J.1 8 j S 0.0 3.0 J.0 ..7 0.0 J.0 t 0.1 BUSINESS ELECTRIC CONDUIT SECTION VIEW Aq 11,003 SF STUB UP MINIMUM V-0" REVISIONS to.0 0.0 0 to.0 �J.0 t.0 or,%0 *2 a e to. 11110 �0.0 G L).0 0 J.0 ti.0 1).7 1.4 2.6 +0.8 to.9 ANCHOR BOLTS AND BASE PLATE A BY LIGHTING MANUFACTURER 000 O.G t t - 4, t� j I j G� r .0 j C'. t A. 1 10.1 +1.3 *1. p 4 9 i 4 j 0,0 0.0 G. to.0 'U.o to.0 U.. 7 j.4 2. TMIN ......... HIGH-STRENGT IAAX IN LANDSCAPE AREAS J.0 NON-SHRINK GROUT 8 4� t + - j 0 J.0 to 0 to C'. t 4, 0.0 t.0 t.0 t.0 t.o tj.0 6.0 t .0 0 2 0.0 .,a_j (kNHEN LOCATED IN PAVED J.7 4 CURB(SEE SITE Po 1 CHAMFER(TYP NO PHYSICAL POSSESION ARE ,PRO IDE TMIN AND PAINT FOR LOCATI LAND NOWY R FORMERLY OF A CONCRETE BASE YELLOW) 0.2 J.'0.9 ti.o t 0.7 U.4 0 ta.0 t.I A J. + 1.5 L?21)12 .0 S.C.1 r.WO.41 oR0 n�Y'I 3� 1.0 1 0 Z64:P�&E(�I`FD J_' V-6-MIN.. VACANT `6 FINISHED GRADE (z t J.0 J.0 J.0 J.0 t • '0.0 1 0 0) .8 t 5 *2 .0 �1 1.8 .1. .5 0.C .2 t t. ti.D .0 J.0 to.0 J.0 J.0 to.0 X E CIVIL ErAr 1PJ0 ZONE:LB LIMITED BUSINESS 4 t tj I 1 0 .0 0 0 1 OOb-q 1,3-4f 2L 14 i.9 2 1 1.4 .9 8 J.8 3., USE:VAC.4eNT t,o t.0 0.0 0.0 0.0 .0 7 1.2 C ;5� t.S .2 J.1 J,1 J.0 LAND NOW OR FORMERLY OF ► 6134 BLUE POINT ROAD, UNIT B ,�( ') 0112" (D 12, TOWN OF SOUTHOLD HOLTSVILLE, NEW YORK 11742 t.0 1).0 *0.0 tj 0 t.0 to.0 *0 10.1 ti.2 1j.3 .5 ti.4 'j. t.4 t.9 +1. ti.i t3.C., J. J. ti.C. t.C. 1.5 J. '�j 7 t.4 ti.2 t.1 1).0 11.G 'i t. t.c. '0 0,VAC`jN T j C, to.0 CN FOR PRECAST FOUNDATIONS.SUITABLE (631) 961-0506 all BACKFILL MATERIALS SHALL BE www.KeyCivilEngineering.com 'j.0 t.G. 1 0 .2 t.2 t.2 1j.5 10.7 t.8 t.7 ti. 10.)g-)4�j 3 +0 3 ti. t.4 t.7 '1.2 +1.7 0 +2.0 +1.7 '1.2 1 0.1 j 0 0.0 10.G 0.0 j 0 'j.0 t.0 'j.0 0.0 t 0 t.0 t.0 tu.o 10.0 8".1 2 .7b COMPACTED TO 95%OPTIMUM DRY z PROCTOR DENSITY IN 9"LOOSE LIFTS t.0 t.o t.o t.0 +0.0 + 081, +0.1 +0 10 t.2 10. -N 9 AID 0.0 0.0 Lu PROJECT NAME % + t.1 11.2 +1. u .2 10.3 + 9 +_ F +2.8 11.4 ti.C .2 011 C t. LU + + + t ti ILJI to. t.1 +3.C. +0.G 'v.0 'U.o +0.0 to.0 0.1 1 U.- 4�j.3 10.7 t _. to.0 +0.0 +0.0 t).0 +0.0 +0.0 t.0 0�10 10.1 .5 t.7 2J.G. t.G. UJI to.0 ).0 6 .7 V;�; .0 J.C, J.0 PROPOSED 11, 0 z 0 A +0.0 +0.0 t.o t.o t.0 +0.0 N1.0 + +0.0 +0.0 +0.0 +0.0 t.0 to.2 '1.f, G 12.6 1.6 t.C. t t.S 10.7 '�j.8 'j.C 2 J.1 "J.I t.0 t.C, t).0 +0 0 < A K b 0 t.0 A'S "USINESS t.0 t19 .0 0.0 +a.G t.C, +0.0 +0,0 ").0 AUGERED OR FORMED CAST-IN-PLACE OR CONTR CTOR z PRECAST CONCRETE PIER FOUNDATION .0 0 REINFORCING BUILDINGS +1 + 10.0 to.0 t.0 J.C, +3.0 'u. 'j.C, t.0 10.G, 0 1j.0 h t4.31 ilo.I J.0, ).0 j 0 t.0 +0.0 *0.0 *0.0 '0.0 0 +0. *0.o 0 *0.0 t.0 11.0 +0.0 to.0 to.I t.4 'l. - 2.3 1.0 C J.G.J.G. t.0 0.0 TIE SPACING'E 0 (4,000 PSI AIR-ENTRAINED CONCRETE) 15110 705 COUNTY ROAD 48 t.0 t 10.0 to 0 t.0 +0 J.0 D.G J.0 J.0 0.0 0.0 J.0 +0.0 +0.0 1'j.0 t.7 2 5 1.4 +0.,� 1I.i to.0 0 0 tJ.0 0.0 to. t.0 t).G. ").0 +0.0 z.0 o.C, u.G ti.G J.0 t.0 J.0 t.0 "J.0 *0.C, t.0 611 MATTITUCK, NY 11952 + t + t t Q7 NOTE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 'u.0 t.0 *0.0 t.0 t 0.0 t.0 t.1 8 1._3 t.C 10.2 1 C E FOR ADDITIONAL INFORMATION. 0.0 0.0 0.0 J.0 0.0 0.0 +A0 j t o , ,.c. ti.o .o ti.o to.o to.o t.o .o j.c + t.0 +0.0 to.0 VERTICAL SEE LIGHT POLE FOUNDATION SCHEDULE .0 7110 DIST.1000, SECT.: 113, BLOCK: 12, LOT: 13 5'WIDE FILL EASEMENT IN + 1 +0.0 t.0 t.0 'U.0 1 0 �J.0 t.0 *0.0 +0.0 t.0 REINFORCEMENT *r-AVOR�DP COMY 6R-5UFFbLK o. :t-c o.06 ,0,6 10,Ck'o t.0 +0.0 +0.1 !0.f tJ.8 t.S +0.2 t.1 +0.0 lul-0 t.o t).0 t).C. t.0 'U.0 t,G. .0 U.6 366'0'0 DRAWING TITLE + CLEAR COVER(TYP) + + + Ilk t, - t ....... 3 528.6 semi Aim �Nm.1�i.. ;��6.GiIID C1 __1I I- :) f 16'40 W 300.0 ,4 1 . S$7 W_ -w- _W -w- W_ _W_ --w- --W t 0 + n +) 0 *10 C. 0 +a. 0 + + 'U.0 �J.C, t.0 t.C, t.G, J.0 to.0 +0 0.0 t.0 J.0 t.0 O.C, t.0 t.0 ').C. ti.G FOUNDATION SITE LIGHTING PLAN G. /+ DIAMETER'C') G 0.0 '.0 t.0 0.0 .0 J.0 + G. t 0 +3.- +0�0 0.0 + "0.0 '.0 + 0 0 t3.0 0 j 3.0 0.0 0. +0 O. '0.0 t.0 /0 " 0 .0.0 .0 WELL COMPACTE SUBGRADE j to 0 t t 0 t J.0 j.0 a.0 + 0 tj.0 .0 0.0 +0.0 t.0 t.0 to.0 to.0 t.0 'u.0 ).0 �j 0 U 0 'j.0 �j J.G .0 0 J.0 0�0 -1.0 C+ 0.0 0.G DATE: 01/27/2025 WIF-Sr 1BC>TJT-J1D -r1ZAkN-'1F-1L I-A041-7 ELEVATION VIEW it] +0.o +0.o +0.0 +0.0 t.0 'o.o t.o t.0 to.G, t.o t.0 +0.0 t.0 t.0 t.0 to.0 t.0 to.0 +0.0 "J.0 0.0 TYPICAL LIGHT POLE FOUNDATION DETAIL SCALE: 30' .......... ................. ----------------------------------------- .......................... N.T.S. PROJECT NUMBER: 24216 A431EXD1L1F_ DRAWING BY: JR jSTC)1;,t'r'M (ST_T173FC>1_1K 4CCX_Trq7r-Y' _POA� 48> CHECKED BY: DP W APPROVED BY: MID SEAL& SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, Know what's below. SUB-DIVISION 2,OF THE NEW YORK 06 all before you dig. NEW YO STATE EDUCATION LAW. 1_800-272-4480 01 pIL r", DRAWING No: CO OT L SE Ltt '? I W GRAPHIC SCALE 0 15 30 60 120 0 30 C-7 MT FEET '_0 0.'t 3 �2)1 2 C,.0 9 I inch = 30 ft. MARC PILV.LTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 7 OF 10 Y.\Key Civfl1Projects\2024Q4216..Ron Kuoppala--705 County Road 48_.MaftituCk\Drawing9\Key Civil\24216..2025.01.27.-SPP-O.dwg Rec,eived a.. FEB 19 202 ,0 Zoning Board of Appne1�' 41 sty 4 ; ms TTEt� ° »...: 48 00 4s --� e" , \ SOIL EROSION & SEDIMENT CONTROL NOTES: NO NOW DR POSSES" LAND NOW OR FORMERLY OF ZONE:R-80 RESIDENCE \ ZONE:R-80 RESIDENCE JAMIS H. JACOBS JR. et SHARON M. JACOBS USE:RESIDENCE USE:RESIDENCE 1000-113-12-10 2 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. S.C.T.M. SINGLE FAMILY RESIDENCE. LAND NOW OR FORMERLY OF 2. THE STORMWATER POLLUTION PREVENTION PRACTICES PROPOSED HEREON HAVE BEEN IDENTIFIED AS THE T. 10 R. TALBOT 13-12 MINIMUM RECOMMENDED PRACTICES. ADDITIONAL STORMWATER MANAGEMENT FACILITIES OR PRACTICES S.0.T.M. 1000-113-12-10.3 SINGLE FAMILY RESIDENCE 2)12 " 9 " N 87"16'40"E 300.00' / SHALL BE INSTALLED TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND PREVENT THE INCIDENTAL 9 11 " �"-' " ► „ `��' / �"' DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. CONTRACTOR TO NOTIFY IN WRITING AND " 9 " 15 " 01 6 " � CONSULT WITH THE ENGINEER OF RECORD IF ADDITIONAL MEASURES ARE REQUIRED OR IF THERE IS EVIDENCE 8110 0] 08061/ INDICATING POTENTIAL OR REALIZED IMPACTS ON WATER QUALITY DUE TO ANY STORMWATER DISCHARGE 11 ] „ 0811 0611 6 „ 01211 �/� \ _J ASSOCIATED WITH CONSTRUCTION ACTIVITIES. >' Map data©2D24 Terms Report a map error ] _ ] ,r �-�' 06 `r t VICINITY MAP ----- 3. NOTHING IN THIS STORMWATER POLLUTION PREVENTION PLAN'S DRAWINGS OR ANY ASSOCIATED REPORTS 0711 O10 ' 091, \ \ 1? ® RELIEVES THE CONTRACTOR OR OWNER/OPERATOR FROM OBTAINING ANY OTHER PERMITS REQUIRED BY LAW N.T.S. �---"' " 07 091 ' w�` OR COMPLIANCE WITH TAKING ALL REASONABLE STEPS TO MINIMIZE OR PREVENT ANY DISCHARGE IN ] ,r / ] „ r `� 010 " 7'0 U VIOLATION OF NYS DEC OR WHICH HAS A REASONABLE LIKELIHOOD OF ADVERSELY AFFECTING HUMAN HEALTH OR THE ENVIRONMENT. 06 „ 0711 12 O11 " g �� `'h PROJECT DATA 08 „ - \ 4. CONTRACTOR SHALL BE FAMILIAR WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13 APPROXIMATE LOCATION OF 09 " _ 43 �' AND SEDIMENT CONTROL("BLUE BOOK")DATED NOVEMBER 2016,ANY REPORTS PREPARED SPECIFICALLY FOR 42 THIS PROJECT, AND THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL SITE AREA.................................. 111,848 SF{2.57 Acres} MATERIAL OR SOIL STOCKPILE O6 " / ® _� i-��__.� � i'� ® -----\� ® CONSERVATION FOR STORMWATER DISCHARGE. ZONING....................................... LB LIMITED BUSINESS PROPOSED INLET �- �� 0 �/ i �y �� 5. EROSION CONTROL MEASURES TO PREVENT THE INCIDENTAL DISCHARGE OF SILT LADEN RUNOFF FROM CURRENT USE........................... VACANT PROTECTION TYP. / 0 \ k=-=-\ ( ) \�-®/ EXITING THE SITE SHALL,AT A MINIMUM,CONFORM TO THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION PROPOSED USE......................... CONTRACTOR'S BUSINESS APPROXIMATE LOCATION OF AND SEDIMENT CONTROL UNLESS ADDITIONAL MEASURES ARE NOTED OR REQUIRED BY THE ENGINEER OF PROPOSED FOOTPRINT........... 22,006 SF CONSTRUCTION DUMPSTER RECORD. \� LANDSCAPE/NATURAL AREA... 47,961 SF y ® 6. IT SHALL NOT BE A DEFENSE FOR A CONTRACTOR OR AN OWNER/OPERATOR IN AN ENFORCEMENT ACTION THAT @% / `O IT WOULD HAVE BEEN NECESSARY TO HALT OR REDUCE THE CONSTRUCTION ACTIVITY IN ORDER TO MAINTAIN PAVEMENT/CONCRETE AREA... 41,881 SF i � COMPLIANCE WITH THE NYS DEC STORMWATER DISCHARGE REQUIREMENTS OR IMPLEMENT EROSION AND �'`� SEDIMENT CONTROL PRACTICES. SOIL EROSION CONTROL MEASURES SHALL BE ADJUSTED/RELOCATED BY CONTRACTOR AS IDENTIFIED DURING SITE INSPECTIONS IN ORDER TO MAINTAIN EFFECTIVENESS OF CONTROL • r 6 MEASURES. 7. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES SHALL BE DEEMED INCLUDED IN THE PRICE BID FOR THE SITE WORK. 0 8. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK SHALL BE DONE AS INDICATED IN THE �' CONSTRUCTION SEQUENCE. n u y 9. INSTALLATION OF EROSION CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 1 �� ] 0 \ RECOMMENDATIONS AND REQUI P � o�''"' •-� CONTRACTOR SHALL INSPECT THE EROSION AND SEDIMENT CONTROL PRACTICES AND POLLUTION PREVENTION ® ✓�' y ./`� t ® MEASURES BEING IMPLEMENTED AFTER EACH RAINFALL EVENT AND DAILY WITHIN THE ACTIVE WORK AREA TO ENSURE THAT THEY ARE BEING MAINTAINED IN EFFECTIVE OPERATING CONDITION AT ALL TIMES. INSPECTION PROPOSED 1-STORY 014" M. IF DEFICIENCIES ARE IDENTIFIED,THE OF ALL IMPLEMENTED PRACTICES SHALL OCCUR WEEKLY AT A MINIMUM. CONTRACTOR SHALL BEGIN IMPLEMENTING CORRECTIVE ACTIONS WITHIN ONE BUSINESS DAY AND SHALL BUILDING COMPLETE THE CORRECTIVE ACTIONS IN A REASONABLE TIME FRAME. CONTRACTOR'S BUSINESS 11. CONTRACTOR SHALL REMOVE ANY SILT FROM SOIL EROSION AND SEDIMENT CONTROL MEASURES WHEN IT ,Ls \ ./ 11,003 SIF ® � REACHES (1/2) ONE-HALF CAPACITY UNLESS OTHERWISE NOTED OR AS DIRECTED BY THE ENGINEER. THE \ " `� F.F. EL. 41.75 MATERIAL SHOULD BE INCORPORATED INTO THE SITE IN A STABILIZED MANNER. 12. TEMPORARY SEED AND MULCH SHALL BE APPLIED TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO PROPOSED 1•STORY FINISHED GRADE AND VEGETATED WITHIN 15 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING i BUILDING / v SEASON, THEY SHALL BE STABILIZED WITH GEOTEXTILE FABRIC AND MAINTAINED ACCORDING TO BEST r CONTRACTOR'S � � r* PRACTICES. BUSINESS �� I'I O y t e 1 j j 11,003 SF „ ® 13. CONTINUE INSPECTION AND REPAIR OF STORMWATER POLLUTION PREVENTION MEASURES UNTIL THE �f COMPLETION OF CONSTRUCTION AND PERMANENT STABILIZATION IS ACHIEVED. oF.F. EL. 41.75 APPROXIMATE LOCATION OF �„r» JOB TRAILER AND 14. REMOVE EROSION CONTROL MEASURES,SILT,AND DEBRIS UPON ESTABLISHMENT OF PERMANENT STABILIZED TEMPORARY SANITARY COVER OF ALL UPSTREAM/TRIBUTARY AREAS. F E FACILITIES(IF NEEDED) 61 1 •; 15. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE NO. DATE BY DESCRIPTION NO PHYSICAL POSSESION DISPOSED OF IN ACCORDANCE W.TH ALL CITY, TAT AND FEDERAL LAWS AND APPLICABLE CODES. LAND NOW OR FORMERLY OF E A GULLY.My LLC ® 16 �� REVISIONS \ S.C.T.M. t000-113-12-12 , - 7.ONF.. PROTECTED PREPARATION. \ _ / 0� ` 41 CONTRATHESE CTOR SHALL FIELD-VERIFY NS ARE BASED O OEXISTINNG CONDITIONS ARMATION AVAILABLE OND NO OUR TIFY OUR OFFICE FFICE AT THE TIME ACOTUALL SITE CONDITIONS VACANT 1 1 tikX '� "� DIFFER FROM THAT SHOWN ON THE PLAN,OR IF THE PROPOSED WORK WOULD BE IMPACTED BY ANY OTHER \ r 5a SITE FEATURES. ' ZONE:LB LIMITED BUSINESS �� USE:vaCaN•r --� --._ s.c.T.M. 1ooD-113-12-14 \ 17. EXISTING TREES AND SHRUBS TC REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. LAND NOW OR FORMERLY OF �`, _ =-�- 12' TOWN OF SOUTHOLD 41 41 VACANT 18. REFER TO GRADING AND LANDSCAPING PLANS FOR ADDITIONAL INFORMATION. :;: 011 19. CONTRACTOR SHALL CLEAN ALL ON-SITE EXISTING & PROPOSED DRAINAGE STRUCTURES AND 0 8 �1 40 INTERCONNECTING PIPE AT END OF PROJECT AS WELL AS ANY OFF-SITE DRAINAGE STRUCTURES THAT MAY HAVE RECEIVED RUNOFF FROM THE SITE. 081, 20. CONTRACTOR SHALL PROVIDE TEMPORARY INLET PROTECTION BEYOND THE LIMITS OF DISTURBED AREA AS NECESSARY TO PREVENT SILT AND DEBRIS FROM CONSTRUCTION ACTIVITIES GETTING INTO ANY DRAINAGE 664 BLUE POINT ROAD, UNIT B �� PROPOSED INLET o SYSTEM FOR WHICH THE PROJECT IMPACTS. HOLTSVILLE, NEW YORK 11742 Slo Q 41 11 0 / PROTECTION(TYP.) / % „ I•-24' 0811 �w 21. CONTRACTOR SHALL LOCATE CONCRETE WASHOUT AREA, STOCKPILE AREA, AND CONSTRUCTION WASTE (631) 961-0505 / MATERIAL STORAGE AREAS SO AS TO MINIMIZE EXPOSURE TO STORMWATER.CONSTRUCTION WASTE SHALL BE www.KeyC!vilEngineering.com IMMEDIATELY PLACED IN ON-SITE STORAGE CONTAINERS UNTIL READY FOR OFF-SITE DISPOSAL.CONTRACTOR / "0 APPROXIMATE LOCATION SHALL MAINTAIN SPILL PREVENTION & RESPONSE EQUIPMENT AND MAKE AVAILABLE ON-SITE FOR USE BY „ 5110 OF CONCRETE TRUCK CONTRACTOR'S EMPLOYEES TRAINED IN THE APPLICATION OF SPILL PREVENTION&RESPONSE PROCEDURES. PROJECT NAME / \_ WASHOUT STATION 22. CONTRACTOR SHALL IDENTIFY LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE 0 9 �\ 2)16" e a WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED ON THE PLAN. PROPOSED \ 23. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,ANDKA 0 5'WIDE FILL EASEMENT IN ,r 06 8 0 6 r,0 0� rr o IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. FAVOR OF COUNTY OF SUFFOLK' BUILDINGS ---_ 24. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: _ 528.64' bd a. STABILIZED CONSTRUCTION ENTRANCE/EXIT-A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT 705 COUNTY ROAD 48 S 7"16'40" W - �__ 00.00, SHALL BE INSTALLED AT THE DRIVEWAY ON FLANDERS ROAD; THIS AREA SHALL BE GRADED SO THAT -- r PE1€N1�W W W- W W _W W W W W - MATTITUCK, NY 11952 '�--•---_.__,� RUNOFF WATER WILL BE RETAINED ON-SITE. b. INLET PROTECTION-IMMEDIATELY INSTALL FOR EACH INLET AS DRAINAGE STRUCTURES ARE INSTALLED. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK PROPOSED SILT FENCE TO F PROPOSED CONSTRUCTION C. DUST CONTROL-STOCKPILES OF SOIL SHOULD BE LIMITED TO 15' MAXIMUM HEIGHT AND REMOVED OR PLACED DOWN GRADIENT OF DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 DISTURBED AREAS IN ASPHALT ENTRANCE/EXIT.RELOCATE,AS _L UTILIZED FOR SITE CONSTRUCTION AS SOON AS PRACTICABLE.SHOULD EXCESSIVE DUST BE GENERATED, AREAS.CONTRACTOR TO RELOCATE NECESSARY FOR REQUIRED _ �_.-. �_-.-- - THE CONTRACTOR SHALL APPLY WATER TO BARE SOIL SURFACES TO MINIMIZE BLOWING DUST. DRAWING TITLE DURING THE COURSE OF CONSTRUCTION PHASING SOLID WHITE LINE CONSTRUCTION ACTIVITIES, 25. THE RIGHT-OF-WAY IS NOT TO BE USED FOR STORAGE OR STAGING OF EQUIPMENT OR MATERIALS DURING VFTEST 13® V.E.L. ' CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THE RIGHT-OF-WAY DURING SOIL EROSION & SOLID YELLOW LINE CONSTRUCTION AND SHOULD INSTALL FENCING ALONG THE PROPERTY'S FRONTAGE TO LIMIT ACCESS FOR - - - .---- .....----PAVEMENT ......................... CONSTRUCTION VEHICLES TO DEFINED POINTS OF INGRESS/EGRESS. ------...__....-....... EDGE OF PAVEMENT .._._....-- - -GRASS MEDIAN - �g-E ® 26. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS PERMANENTLY OR TEMPORARILY (EXISTING DISTURBED SEDIMENT CONTROL PLAN AREA WILL NOT BE DISTURBED AGAIN WITHIN 14 CALENDAR DAYS OF THE PREVIOUS SOIL DISTURBANCE) CEASED,THE APPLICATION OF SOIL STABILIZATION MEASURES MUST BE INITIATED BY THE END OF THE NEXT S �L Cf�UI'+oTZ'S� RK3A1? 48) BUSINESS DAY AND COMPLETED WITHIN FOURTEEN (14) DAYS FROM THE DATE THE CURRENT SOIL DATE: 01/27/2025 DISTURBANCE ACTIVITY CEASED. SCALE: 1" = 30' PROJECT NUMBER: 24216 DRAWING BY: JR CHECKED BY: DP ^$ APPROVED BY: MP s ALTERATION OR ADDITION TO THIS r; SEAL&SIGNATURE: } AREA DATA DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS Know what's below. VIOLATION OF SECTION 7209, PROPERTY AREA................................ 111,848 SF(2.57 Acres) F N E SUB-DIVISION 2,OF THE NEW YORK Call before you dig. ��O YO STATE EDUCATION LAW TOTAL DISTURBED AREA.................. 98,272 SF(2.26 Acres) �P�Pjr PI LOTTq �,rr DRAWING No: -800- 7 - EXISTING IMPERVIOUS AREA 0 SF(0.00 Acres) � GRAPHIC SCALE PERVIOUS AREA 111,848 SF(2.57 Acres) N LE 4tu 30 0 15 30 60 120 PROPOSED IMPERVIOUS AREA 63,887 SF(1.47 Acres) M �~ 2 C-8 • PERVIOUS AREA 47,961 SF(1.10 Acres) �� 6 ® ®91b4 ( IN FEET ) - �OFESs► 1 inch = 30 ft. ARC PILOT A, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 8 OF 10 Y:1Key CiviP,Proiects12024124216„Ron Kuoppala_705 County Road 48.Mattituck0rawingsWey Civilt24216--2025.01.27._SPP-O.dwg I i ovl TREE PROTECTION ZONE/DRIPLINE FEB 9 2025 '�� v / INSTALL PAD LOCK tt (SEE NOTE 2) x Zoning Board Q. _ 'als `� r 4'TALL FLUORESCENT ORANGE W y DISPLAY"SWPPP",THE NPDES HIGH-DENSITY CONSTRUCTION PERMIT ID#,AND CONTACT FENCE OR APPROVED EQUAL AREA WITHIN TREE PROTECTION INFORMATION(SEE NOTE 3) "COUNTRY"SIZE MAILBOX OR OTHER CONTAINER ABLE TO HOLDh. ZONE TO REMAIN UNDISTURBED A MINIMUM OF ONE 3"THREE RING y 6 LONG WOOD OR STEEL DURING CONSTRUCTION BINDER IN GOOD CONDITION. 4., FENCE POSTS. POSTS SHALL BE SPACED HORIZONTALLY 8' r CONSTRUCTION PERMIT PAPERWORK STORAGE NOTES: ON CENTER MAXIMUM. ,;xx,,,,,,; .;:.{�;�;'r'_�;,;,,„': 1. CONTRACTOR MUST MAINTAIN THE SWPPP BINDER IN A SECURE LOCATION,SUCH AS A JOB TRAILER,ON-SITE +✓ O� p` .`..'`. y>s' f ;F? , 4' CONSTRUCTION OFFICE,OR MAILBOX WITH LOCK. THE SECURE LOCATION MUST BE ACCESSIBLE DURING 48 j" AREA OF SITE -"'' y'~" ~ %� ,`�` AREA OF SITE NORMAL BUSINESS HOURS TO AN INDIVIDUAL PERFORMING COMPLIANCE INSPECTION. U�,•, CONSTRUCTION :-:sue r' -: ;yy;'� CONSTRUCTION 2. PROVIDE A DIGIT OR CHARACTER PAD LOCK(MINIMUM FOUR DIGITS OR CHARACTERS)AND PROVIDE '��• 2' COMBINATION TO TRAINED CONTRACTOR AND QUALIFIED INSPECTOR. A KEY SHALL NOT BE REQUIRED. BMP IMPLEMENTATION AND MAINTENANCE SEQUENCE 3. CONTACT INFORMATION SHALL INCLUDE THE NAME AND PHONE NUMBER OF EACH OF THE TRAINED SOIL RESTORATION REQUIREMENTS DURING CONSTRUCTION ACTIVITY SEQUENCE DESCRIPTION BMP ACTIVITIES MAINTENANCE FREQUENCY CONTRACTOR,QUALIFIED INSPECTOR,AND OWNER I OPERATOR. 4. PAPERWORK SHALL NOT BE TAKEN OFF SITE(SUCH AS STORED IN A WORK VEHICLE). PRE-CONSTRUCTION INSTALL INLET PROTECTION ON EXISTING INLETS TREE PROTECTION FENCE NOTES: CONSTRUCTION PERMIT PAPERWORK INCLUDES: TYPE OF SOIL DISTURBANCE SOIL RESTORATION REQUIREMENT COMMENTS/EXAMPLES 1. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR PROPOSED LIMITS OF A. SWPPP(STORMWATER POLLUTION PREVENTION PLAN). NO SOIL DISTURBANCE RESTORATION NOT PERMITTED PRESERVATION OF NATURAL FEATURES INSTALL PERIMETER SEDIMENT CONTROL/SILT FENCE DISTURBANCE. 2. CONSTRUCTION VEHICLES TO STAY AS FAR AS POSSIBLE FROM TREE PROTECTION FENCE TO PREVENT B. N (NOTICE OF INTENT)ACKNOWLEDGEMENT LETTER FROM DEC. C. NOI SIGNED BY OWNER AND SWPPP PREPARER. MINIMAL solL DISTURBANCE RESTORATION NOT REQUIRED CLEARING AND GRUBBING INSTALL STABILIZED CONSTRUCTION ACCESS COMPACTION OF TREE ROOTS. WEEKLY OR AS REQUIREDD. MS4 SWPPP ACCEPTANCE FORM. HYDROLOGIC SOIL HYDROLOGIC SOIL INSTALL WORK TRAILER OR MAILBOX FOR CONSTRUCTION / ,-'.,. <;.•.. TREE PROTECTION FENCE E. NYS DEC GENERAL PERMIT N0.GP-0 20 001. AREAS WHERE TOPSOIL IS STRIPPED ONLY- GROUP A&B GROUP C&D PROTECT AREA FROM ANY ONGOING ' s.w F. SITE LOG BOOK INCLUDING CERTIFICATIONS,SITE INSPECTION REPORTS,AND SWPPP UPDATES. NO CHANGE IN GRADE CONSTRUCTION ACTIVITIES. PERMIT PAPERWORK STORAGE ® Map data�2024 Terms Report a map error N.T.S. APPLY I INCHES OF AERATE*AND APPLY IDENTIFY THE SOIL STOCKPILE STORAGE AND TOPSOIL 61NCH�SOFTOPSOIL CONSTRUCTION PERMIT PAPERWORK STORAGE HYDROLOGIC SOIL HYDROLOGIC SOIL CONSTRUCTION STAGING AREAS VICINITY MAP N.T.S. AREAS OF CUT OR FILL GROUP A&B GROUP C&D EARTHWORK APPLY DUST CONTROL N.T.S. - AERATE"AND APPLY APPLY FULL SOIL 6 INCHES OF TOPSOIL RESTORATION- INSTALL TEMPORARY RUN-OFF AND DRAINAGE CONTROL DAILY PROJECT DATA HEAVY TRAFFIC AREAS ON SITE(ESPECIALLY IN APPLY FULL SOIL RESTORATION SWEEP THE SOIL ON ROADWAYS TAX MAP NUMBER..................... Dist.1000,Sect.113,Block 12,Lot 13 A ZONE 5-25 FEET AROUND BUILDINGS BUT NOT (DECOMPACTION AND COMPOST WITHIN A 5 FOOT PERIMETER AROUND ENHANCEMENT) BUILDING CONSTRUCTION MATERIAL STOCKPILE PERIMETER CONTROL& SITE AREA.................................. 111,848 SF(2.57 Acres) FOUNDATION WALLS) STABILIZATION AS REQUIRED ZONING....................................... LB LIMITED BUSINESS KEEP CONSTRUCTION EQUIPMENT FROM SILT FENCE NOTES RUN-OFF AND DRAINAGE INSTALL NEW DRAINAGE SYSTEM 1. PLACE SILT FENCE AT LOCATIONS AS SHOWN ON PLANS AS WELL AS DETAILS. DEFINITION INFILTRATION PRACTICES ARE APPLIED INSTALL INLET PROTECTION FOR NEW SYSTEM RESTORATION NOT REQUIRED,BUT MAY BE CROSSING THESE AREAS.TO PROTECT NEWLY CURRENT USE........................... VACANT 2. SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS THE FENCE AROUND THE ENDS. AREAS WHERE RUNOFF REDUCTION AND/OR APPLIED TO ENHANCE THE REDUCTION INSTALLED BMP FROM ANY ONGOING CONTROL WEEKLY OR AS REQUIRED 3. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE DIRECTED BY THE THE CONTROL OF DUST RESULTING FROM LAND-DISTURBING ACTIVITIES. SPECIFIED FOR APPROPRIATE PRACTICES. CONSTRUCTION ACTIVITIES CONSTRUCT A PROPOSED USE......................... CONTRACTOR'S BUSINESS FENCE AROUND BMP. GRADING,DRAINAGE,& GRADE SITE AREAS GOVERNING AGENCY. PURPOSE PROPOSED FOOTPRINT........... 22,006 SF 4. DO NOT PLACE MATERIAL AGAINST SILT FENCE. SOIL RESTORATION IS REQUIRED ON UTILITY INSTALLATION AND 5. INSPECT SILT FENCE IMMEDIATELY AFTER PLACING ANY MATERIAL NEARBY. TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBED SOIL SURFACES THAT MAY CAUSE OFF-SITE DAMAGE,HEALTH HAZARDS,AND REDEVELOPMENT PROJECTS IN AREAS WHERE STABILIZATION STABILIZE EXPOSED AREAS AS REQUIRED LANDSCAPE/NATURAL AREA... 47,961 SF TRAFFIC SAFETY PROBLEMS. REDEVELOPMENT PROJECTS EXISTING IMPERVIOUS AREA WILL BE 6. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY. CONVERTED TO PERVIOUS AREA. INSTALL EROSION CONTROL MEASURES PAVEMENT/CONCRETE AREA... 41,881 SF CONDITIONS WHERE PRACTICE APPLIES IN FINALIZE GRADING REMOVE TEMPORARY ESC MEASURES MONTHLY OR AS REQUIRED ON CONSTRUCTION ROADS,ACCESS POINTS,AND OTHER DISTURBED AREAS SUBJECT TO SURFACE DUST MOVEMENT AND DUST BLOWING WHERE OFF-SITE "AERATION INCLUDES THE USE OF MACHINES SUCH AS TRACTOR-DRAWN IMPLEMENTS WITH COULTERS MAKING A NARROW SLIT IN THE SOIL,A UPSTREAM/AREA OF DOWNSTREAM I EXISTING -� DAMAGE MAY OCCUR IF DUST IS NOT CONTROLLED. ROLLER WITH MANY SPIKES MAKING!I'r�ENTATIONS IN THE SOIL,OR PRONGS WHICH FUNCTION LIKE A MINI-SUBSOILER. POST CONSTRUCTION DISTURBANCE UNDISTURBED GROUND PER"DEEP RIPPING AND DE-COMPACTION,DEC 2008'. CLEAN ALL DRAINAGE STRUCTURES AND PIPE THAT MAY STORMWATER MANAGEMENT ANNUALLY OR AS REQUIRED -WOOD OR METAL FENCE POSTS SPACED DESIGN CRITERIA AND INTERCONNECTING PIPE HAVE RECEIVED RUNOFF 8'-O"O.C.MAXIMUM (METAL FENCE CONSTRUCTION OPERATIONS SHOULD BE SCHEDULED TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ONE TIME.BUFFER AREAS OF VEGETATION SHOULD SOIL RESTORATION NOTES: INSPECTION REQUIRED APPROVED FILTER FABRIC MEETING POSTS OR APPROVED EQUAL TO BE BE LEFT WHERE PRACTICAL. TEMPORARY OR PERMANENT STABILIZATION MEASURES SHALL BE INSTALLED. NO SPECIFIC DESIGN CRITERIA IS GIVEN;SEE 1. SOIL RESTORATION IS TO BE APPLIED TO PROPOSED VEGETATED AREAS WHERE ANY HEAVY CONSTRUCTION VEHICLE HAS N.Y.S.SPECIFICATIONS(T-0"WIDE) INSTALLED IN ASPHALT PAVEMENT) CONSTRUCTION SPECIFICATIONS BELOW FOR COMMON METHODS OF DUST CONTROL. BEEN OR OVER COMPACTION HAS OCCURRED AND FINAL STABILIZATION IS TO BEGIN THIS IS GENERALLY APPLIED IN THE PRE-CONSTRUCTION CLEANUP, SITE RESTORATION, AND LANDSCAPING PHASE OF CONSTRUCTION FOLLOWED BY THE PERMANENT WATER QUALITY SHOULD BE CONSIDERED WHEN MATERIALS ARE SELECTED FOR DUST CONTROL. WHERE THEIR IS A POTENTIAL FOR THE MATERIAL TO ESTABLISHMENT OF AN APPROPRIATE GROUND COVER TO MAINTAIN THE SOIL STRUCTURE. SOIL RESTORATION TRAINED CONTRACTOR:DAILY INSPECT SEDIMENT BASINS,PERIMETER SEDIMENT FLOW z ROTATE POSTS TOGETHER UPDATE SWPPP AS �. WASH OFF TO A STREAM,INGREDIENT INFORMATION MUST BE PROVIDED TO THE NYSDEC. NO POLYMER APPLICATION SHALL TAKE PLACE WITHOUT WRITTEN MEASURES SHOULD BE APPLIED OVER AND ADJACENT TO ANY RUNOFF REDUCTION PRACTICES TO ACHIEVE DESIGN CONTROLS,STAB.LIZED CONSTRUCTION ACCESS,INLET REQUIRED o BEFORE INSTALLATION ` APPROVAL FROM THE NYSDEC. PERFORMANCE. QUALIFIED INSPECTOR:11WK PROTECTION,AND OTHER BMPS COMPACTED SOIL N SECOND POST FINAL STABILIZATION CONSTRUCTION SPECIFICATIONS 2. AT THE END OF THE PROJECT AN INSPECTOR SHOULD BE ABLE TO PUSH A 318"METAL BAR 12 INCHES INTO THE SOIL JUST SILT FENCE A NON-DRIVING AREAS: WITH BODY WEIGHT.THIS SHOULD NOT BE PERFORMED WITHIN THE DRIP LINE OF ANY EXISTING TREES OR OVER UTILITY NOTES: - VEGETATIVE COVER-TEMPORARY SEEDING SHALL BE AS FOLLOWS: INSTALLATIONS THAT ARE WITHIN 24 INCHES OF THE SURFACE. 1. BMP ACTIVITIES IDENTIFIED FOR EACH PHASE DESCRIPTION SHALL BE IMPLEMENTED AT THE START OF EACH SEQUENCE 1,&17A)RYE GRASS(ANNUAL OR PERENNIAL)AT 30 LBS.PER ACRE(0.7LBS/1000SF) AND BE MAINTAINED UNTIL PERMANENT STABILIZATION IS ACHIEVED. 6" E B)CERTIFIED'AROOSTOOK'WINTER RYE(CEREAL RYE)AT 100 LBS.PER ACRE(2.5 LBS/SF) 3. TO MAINTAIN SOIL RESTORATION,KEEP THE SITE FREE OF VEHICULAR AND FOOT TRAFFIC OR OTHER WEIGHT LOADS. 2. IMPLEMENTATION OF BMP ACTIVITIES SHALL IN NO WAY RELIEVE THE CONTRACTOR OF OBLIGATIONS REGARDING DIG 6"WIDE AND 6"DEEP E, FIRST SILT MR USE WINTER RYE IF SEEDING IN OCTOBERINOVEMBER. OTHER CONSTRUCTION ACTIVITIES AND TIME FRAMES. TRENCH,BURY BOTTOM N FENCE MULCH(INCLUDING GRAVEL MULCH)-MULCH OFFERS A FAST EFFECTIVE MEANS OF CONTROLLING DUST. SOIL RESTORATION PROCEDURE: V-0"OF FILTER FABRIC, SPRAY ADHESIVES-EXAMPLES OF SPRAY ADHESIVES FOR USE ON MINERAL SOILS ARE SHOWN IN THE DURING PERIODS OF RELATIVELY LOW TO MODERATE SUBSOIL MOISTURE, THE DISTURBED SUBSOILS ARE RETURNED TO TAMP IN PLACE P ST(TYP.) STAPLE(TYP.) FOLLOWING TABLE: ROUGH GRADE AND THE FOLLOWING SOIL RESTORATION STEPS APPLIED: SECTION JOINING FENCE SECTIONS MATERIAL WATER DILUTION NOZZLE TYPE APPLY GALLONS/ACRE 1. APPLY 3 INCHES OF COMPOST OVER SUBSOIL. THE COMPOST SHALL BE WELL DECOMPOSED (MATURED AT LEAST 3 ACRYLIC POLYMER 8:1 COURSE SPRAY 500 MONTHS),WEED-FREE,ORGANIC MATTER.IT SHALL BE AEROBICALLY COMPOSTED,POSSESS NO OBJECTIONABLE ODORS, WOOD OR LATEX EMULSION 12.5:1 FINE SPRAY 235 AND CONTAIN LESS THAN 1%, BY DRY WEIGHT, OF MAN-MADE FOREIGN MATTER, THE PHYSICAL PARAMETERS OF THE 8'O.C. _ SILT FENCE/FILTER METAL FENCE POST RESIN IN WATER 4:1 FINE SPRAY 300 COMPOST SHALL MEET THE STANDARDS LISTED IN TABLE 5.2-COMPOST STANDARDS TABLE OF THE NYS STANDARDS AND (TYP.) FABRIC SPECIFICATIONSFOR EROSION AND SEDIMENT CONTROL,EXCEPT FOR"PARTICLE SIZE"100%WILL PASS THE 1/2"SIEVE. B DRIVING AREAS: 1.1. NOTE:ALL BIOSOLIDS COMPOST PRODUCED IN NEW YORK STATE(OR APPROVED FOR IMPORTATION)MUST MEET NYS SPRINKLING-THE SITE MAY BE SPRAYED UNTIL THE SURFACE IS WET. THIS IS ESPECIALLY EFFECTIVE ON HAUL ROADS AND ACCESS ROUTES TO DEC'S 6 NYCRR PART 360(SOLID WASTE MANAGEMENT FACILITIES) REQUIREMENTS. THE PART 360 REQUIREMENTS PROVIDE SHORT TERM LIMITED DUST CONTROL. ARE EQUAL TO OR MORE STRINGENT THAN 40 CFR PART 503 WHICH ENSURE SAFE STANDARDS FOR PATHOGEN POLYMER ADDITIVES-POLYMERS ARE MIXED WITH WATER AND APPLIED TO THE DRIVING SURFACE IN ACCORDANCE WITH THE MANUFACTURER'S REDUCTION AND HEAVY METALS CONTENT. RECOMMENDATION. BARRIERS-WOVEN GEO-TEXTILES CAN BE PLACED ON THE DRIVING SURFACE. STONE CAN ALSO BE USED FOR CONSTRUCTION ROADS. 2. TILL COMPOST INTO SUBSOIL i0 A DEPTH OF AT LEAST 12 INCHES USING A CAT-MOUNTED RIPPER,TRACTOR MOUNTED DIRECTION OF WINDBREAK-A SILT FENCE OR SIMILAR BARRIER CAN CONTROL AIR CURRENTS AT INTERVALS EQUAL TO TEN TIMES THE BARRIER HEIGHT. PRESERVE DISC,OR TILLER,TO MIX AND CIRCULATE AIR AND COMPOST INTO THE SUBSOIL. SURFACE RUNOFF PLAN EXISTING WIND BARRIER VEGETATION AS MUCH AS PRACTICAL. 3. ROCK-PICK UNTIL UPLIFTED STDNE/ROCK MATERIALS OF FOUR INCHES AND LARGER SIZE ARE CLEANED OFF THE SITE. STANDARD SILT FENCE NOTES: MAINTENANCE 1. THE SLOPE OF THE LAND FOR AT LEAST 30 FEET ADJACENT AND UPSTREAM TO STANDARD SILT FENCE SHALL MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS UNTIL ALL DISTURBED AREAS ARE STABILIZED. 4. APPLY TOPSOIL TO A DEPTH OF 6 INCHES. NO. DATE BY DESCRIPTION NOT EXCEED 5%. 2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THE END POSTS SHALL BE ROLLED TOGETHER A 5. VEGETATE AS REQUIRED BY THE SEEDING PLAN.USE APPROPRIATE GROUND COVER WITH DEEP ROOTS TO MAINTAIN THE REVISIONS MINIMUM OF 3 TIMES. SOIL STRUCTURE. STANDARD SILT FENCE 6. TOPSOIL MAY BE MANUFACTURED ASA MIXTURE OR A MINERAL COMPONENT AND ORGANIC MATERIAL SUCH AS COMPOST. N.T.S. m DUST CONTROL SOIL RESTORATION N.T.S. , � y' 1 019 664 BLUE POINT ROAD, UNIT B HOLTSVILLE, NEW YORK 11742 GEOTEXTILE, FILTER FABRIC, OR SILT FENCE FABRIC 631 961-0506 PLACED UNDER INLET GRATE IS NOT AN ACCEPTABLE www.KeyCivilEngineering.com STORMWATER MANAGEMENT PRACTICE PROJECT NAME 2" -- PROPOSED 1/8"0 STEEL WIRE , x� INLET PROTECTION TYPES AND USES r I I EROSION CONTROL COVER '�" '1' ' CJ` EXISTING PAVEMENT � - - ��/�� 1 TYPE EXAMPLE USAGE NOTES STAPLES(2 PER - 8'MIN - 50'MIN. STAPLE DETAIL ) STOCKPILE PERIMETER /`/\�! x \ I BALE,TYP. /i � B B SEDIMENT CONTROL 10'0"MIN. 3' %! � = STOCKPILED z S1 10 MIL PLASTIC - 10 MIL PLASTIC LINING-'z - (SILT FENCE SHOWN) // ��. (TYP.) FABRIC PLACED THIS METHOD OF INLET PROTECTION IS NOT g /�� o w MATERIAL ,/i��. 705 COUNTY ROAD 48 0 UNDER INLET NOT PERMITTED ACCEPTABLE. LINING BINDING - � - �//�/ ;r, _ N �` z � �� `1 MATTITUCK, NY 11952 GRATE MOUNTABLE BERM � WIRE //��/j /��//,' EXISTING GROUND FILTER CLOTH (OPTIONAL) �, _ SANDBAGS ��( ��/j °° TOWN OF SOUTHOLD, COUNTY OF SUFFOLK MAXIMUM SIDE SLOPES OF 2:1. UNDER STONE PROFILE STRAW BALE ° ��i� %;� EXCAVATED DURING INITIAL.OVERLOT GRADING MINIMUM DEPTH 1 FOOT. NATIVE MATERIAL " OR CONCRETE - - DIST.:1000, SECT.: 113, BLOCK: 12, LOT: 13 I DROP INLET AFTER THE STORM DRAIN TRUNK IS MAXIMUM DEPTH 2 FEET. BLOCK TYP. PROTECTION INSTALLED 50'MIN. (IF EXCAVATED, ( ) r CONTAIN 900 CIF PER TRIBUTARY ACRE. 2V:1H MAX SL DRAWING TITLE OPE) WOOD OR METAL STAKES FABRIC DROP DURING FINAL ELEVATION GRADING MAX SLOPE OF 1%OF SURROUNDING AREA. SECTION B B (2 PER BALE) PLAN STOCKPILE NOTES: SOIL EROSION & SEDIMENT 1.5'MAX UN-REINFORCED HEIGHT OF FABRIC. EXISTING GROUND 1. STOCKPILE MANAGEMENT INCLUDES MEASURES TO MINIMIZE EROSION AND SEDIMENT TRANSPORT FROM SOILS OR II INLET PHASES AFTER;THE STORM DRAIN CONCRETE AND GROUT WASTE MANAGEMENT: OTHER ERODIBLE MATERIALS STORED AT THE CONSTRUCTION SITE. SPECIAL ATTENTION SHOULD BE GIVEN TO MAINTAIN OVERFLOW TO DROP INTO THE PROTECTION SYSTEM IS COMPLETED r- 1. ALL WASH OFF AND NON-SOLID CONCRETE AND GROUT WASTE MUST BE CONTAINED IN AN EXCAVATED OR ABOVE DROP INLET. �� z_ I- IIZMIN. z STOCKPILES IN CLOSE PROXIMITY TO NATURAL OR MANMADE STORM SYSTEMS. PROTECTION OF STOCKPILES IS A CONTROL GROUND LINED CONSTRUCTED PIT. V a T RO L DETAILS MINIMUM STONE BARRIER HEIGHT OF 1'. 6 U) w YEAR-ROUND REQUIREMENT. e2 X > 2. THIS FACILITY WILL RECEIVE ALL WASH WATER FROM THE CLEANING OF CHUTES, MIXERS,HOPPERS,VIBRATORS, 2. THIS DETAIL DOES NOT APPLY TO CONTAMINATED MATERIALS WHICH REQUIRE ADDITIONAL MEASURES. STONE&BLOCK DURING THE INITIAL AND INTERMEDIATE MAXIMUM STONE BARRIER HEIGHT OF 21. ��/ uu a PLACING EQUIPMENT, TROWELS, AND SCREEDS. UNDER NO CIRCUMSTANCES WILL WASH WATER FROM THESE 3. LOCATE STOCKPILES AS FAR AWAY FROM BODIES OF WATER,INFILTRATION AREAS,INLETS,AND OTHER DRAINAGE III DROP INLET OVERLOT GRADING OF A DO NOT USE MORTAR. EXPOSE 6"OF FILTER CLOTH OPERATIONS BE ALLOWED TO INFILTRATE INTO THE SOIL OR ENTER SURFACE WATERS OR STOMWATER PROTECTION CONSTRUCTION SITE LIMIT HEIGHT TO PREVENT PONDING OR Z MANAGEMENT FACILITIES. SYSTEM COMPONENTS AS POSSIBLE SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF SITE DATE: 01/27/2025 BYPASS FLOW'. ALONG BOTH SIDES o 3. CAPACITY-SIZE FACILITY TO CONTAIN SOLIDS,WASH WATER,AND RAINFALL. WASH WATER SHALL BE ESTIMATED ENVIRONMENTAL DAMAGE. PLAN VIEW 4. WEEDS SHOULD NOT BE ALLOWED TO GROW ON STOCKPILES. USE WITH UPSTREAM BUFFER STRIPS AND BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS AT 1 CUBIC FOOT PER CHUTE AND 7CUBIC FEET PER SCALE: N.T.S. - 5. WHEN THE STOCKPILE IS NO LONGER NEEDED,PROPERLY DISPOSE OF EXCESS MATERIALS AND RE-VEGETATE OR USED AFTER PAVEMENT HOPPER OF THE CONCRETE PUMP TRUCK AND/OR DISCHARGING DRUM. PAVED SURFACE WITH TEMPORARY SURFACE STABILIZATION. 4. LOCATION-LOCATE FACILITY FOR ACCESS BY TRUCKS AND AS FAR AS POSSIBLE FROM DRAINAGE SWALES,STORM OTHERWISE STABILIZE THE GROUND SURFACE WHERE THE STOCKPILE WAS LOCATED. CONSTRUCTION HAS BEEN DONE WHILE IV INLET , PLACE AT INLET PERIMETER OR BEYOND. STABILIZED CONSTRUCTION ACCESS NOTES: DRAIN INLETS,WETLANDS,STREAMS AND OTHER SURFACE WATERS AND WHERE POSSIBLEA MINIMUM OF 100 FEET 6. FOR STOCKPILES MAINTAINED FOR MORE THAN ONE DAY, A SEDIMENT CONTROL SYSTEM, CONSISTING OF SILT PROJECT NUMBER: 24216 FINAL GRADING AND SOIL PROTECTION INTEGRATE TRAFFIC SAFETY. 1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. FENCING OR COIR LOG,SHALL BE INSTALLED AND MAINTAINED ON DOWNHILL SIDES TO CONTAIN MATERIAL. STABILIZATION IS OCCURRING DO NOT CAUSE FLOODING OR BYPASS FLOW. 2. LENGTH -NOT LESS THAN 50 FEET EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH AWAY FROM SUCH. PREVENT SURFACE RUNOFF FROM ENTERING THE STRUCTURE. SIGNS SHALL BE PLACED TO ( 6.1. FOR TEMPORARY STOCKPILES ON THE INTERIOR PORTION OF A CONSTRUCTION SITE,WHERE OTHER WOULD APPLY). DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS DISCHARGED. DRAWING BY: J R DOWN-GRADIENT CONTROLS,INCLUDING PERIMETER CONTROL,ARE IN PLACE,STOCKPILE PERIMETER FABRIC WILL EQUAL OR EXCEED THE 5. LINER-PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 MILS WITH NO HOLES ORTEARS, AND ANCHORED INSTALLED AND ANCHORED IN PERFORMANCE STANDARD FOR THE SILT 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. CONTROLS MAY NOT BE REQUIRED. MANUFACTURED 4. WIDTH-TWELVE It 2)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS BEYOND THE TOP OF THE PIT WITH STAPLES AS SHOWN, AN EARTHEN BERM, SAND BAGS, STONE, OR OTHER CHECKED BY: DP ACCORDANCE WITH THE FENCE FABRIC. THE INSERTS WILL BE STRUCTURAL APPURTENANCE. 6.3. PROTECT ALL STOCKPILES FROMSTORMWATERRIDESTRUN-ON. V INSERT INLET MANUFACTURERS RECOMMENDATIONS INSTALLED TO PRESERVE A MINIMUM OF 50% OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. 6.3. FOR STOCKPILES INACTIVE USE,PROVIDE A STABILIZED DESIGNATED ACCESS POINT ON THE UPGRADIENT PROTECTION 5. GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. PRE-FABRICATED WASHOUTS MAY BE USED IF THEY ENSURE THE CAPTURE AND CONTAINMENT OF THE WASTE SIDE OF THE STOCKPILE. APPROVED BY: MP AND DESIGN DETAILS OF THE OPEN UNOBSTRUCTED DESIGN FLOW 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED WASH AND BE SIZED BASED AS ABOVE. AREA OF THE STORM DRAIN INLET OPENING. 7. MAINTENANCE: 6.4. SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-THIRD(1l3)OF THE BARRIER BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. HEIGHT. SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR 7.1. ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE DOCUMENT EXCEPT BY A LICENSED DEACTIVATED AND REPAIRED OR REPLACED IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED 6.5. INSPECT STOCKPILE SEDIMENT CONTROL SYSTEM IMMEDIATELY AFTER MODIFYING STOCKPILE. PROFESSIONAL ENGINEER IS A INLET PROTECTION NOTES: FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL SEDIMENT SPILLED, DROPPED,WASHED OR TRACKED 6.6. REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED,OR AS DIRECTED BY THE VIOLATION OF SECTION 7209, 1. CONTRACTOR MAY USE THE TYPE SUITABLE FOR THE SITUATION AND THEIR MEANS AND METHODS UNLESS ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. OVER HARDENED CONCRETE SHOULD BE PUMPED TO A STABILIZED AREA,SUCH AS A GRASS FILTER STRIP. ENGINEER,TO KEEP THEM FUNCTIONING PROPERLY. SUB-DIVISION z,of THE NEwvoRK NOTED OTHERWISE ON PLAN. CONTRACTOR MUST SUBMIT SPECIFICATION OF ANY TYPE V TO ENGINEER 8. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN 7.2• ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75%OF THE STORAGECAPACITY OF THE 7, THE TOE OF STOCKPILES SHALL NOT BE AGAINST SITE PERIMETER SEDIMENT CONTROL. srnrE EDUCATION LAW BEFORE USE. APPROVED SEDIMENT TRAPPING DEVICE. STRUCTURE IS FILLED. ANY PROPERLY DISPOSED OF OFF SITE. WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND `�OF 4 W YoR� DRAWING No: 8. FOR STOCKPILES INACTIVE FOR MORE THAN 14 DAYS, STABILIZE THE STOCKPILE TO PREVENT SEDIMENT 2, THE DRAINAGE AREA FOR A STORM DRAIN INLET WITH INLET PROTECTION SHALL NOT EXCEED 1 ACRE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. I kDF TRANSPORT USING AN EROSION CONTROL SYSTEM,CONSISTING OF TEMPORARY SEEDING AND MULCHING,PLASTIC `� �G T,y 7.3. DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION 1 DEMOLITION LANDFILL. ON SITE I GEOTEXTILE COVERING,SOIL BINDERS,OR EROSION CONTROL BLANKETS. USE OF MULCH OR SOIL BINDERS ONLY CO 3. IMMEDIATELY INSTALL INLET PROTECTION WHEN A STORM DRAIN INLET IS CONSTRUCTED. 10.CONTRACTOR TO ENSURE THAT THE TRACKING PREVENTION REMAINS EFFECTIVE DURING ALL CONSTRUCTION Q 4. EROSION CONTROLITEMPORARY STABILIZATION MEASURES MUST BE IMPLEMENTED ON THE DISTURBED PHASES. DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OFTHE PROJECTS SWPPP. IS ACCEPTABLE IF THE STOCKPILE WILL BE IN PLACE FOR NO MORE THAN 60 DAYS. �� \ IN THAT CASE,THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED,OR BURIED AND COVERED WITH A MINIMUM DRAINAGE AREA TRIBUTARY TO THE INLET. 11. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS,DITCHES,OR WATERCOURSES. 9. IMPLEMENT DUST CONTROL PRACTICES AS APPROPRIATE ON ALL STOCKPILED MATERIAL. ,; ?;; ��r• U1 5. TYPE IV INLET PROTECTION PRACTICES INCLUDE COMPOST FILTER SOCKS,GEO-TUBES FILLED WITH BALLAST, 12.CONTRACTOR TO RELOCATE TRACKING PADS AS NECESSARY. OF 2 FEET OF CLEAN COMPACTED EARTHFILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION, '"' W AND OTHER APPROVED EQUAL MANUFACTURED SURFACE BARRIERS. 13,EXPOSE 6"END OF FILTER CLOTH ON BOTH OF THE LONGER SIDES FOR THE ENTIRE LENGTH, 7.4. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. 6. TYPE V INLET PROTECTION PRACTICE'S INCLUDE DANDY SACK,FLEXSTORM CATCH IT,ULTRATECH ULTRA-DRAIN 7.5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN MATERIAL STOCKPILE :.. : I _� -9 GUARD,AND OTHER APPROVED EQUAL MANUFACTURED INLET INSERT, NON-DESIGNATED AREAS. N.T.S. �1- S ` ii: t's below. INLET PROTECTION STABILIZED CONSTRUCTION ACCESS CONCRETE AND GROUT WASTE MANAGEMENT 1- Know Call abefore you dig. N.T.S. N.T.S. N.T.S. 1-800-272-4480 ARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 9 OF 10 YAKey CiviRPro;ects12024\24216_Ron Kuoppala._705 County Road 48_.Mattituck\Drawings\Key Civilt24216_.2025.01.27._SPP-O.dwg I � elved, V. FEB 19 2025 Zoning Board of APPe-,11" X" 1/4"x 1/2"LG.PIN HD.BOLTS WITH NUTS&LOCK WASHERS COLOR RESERVED /-114"x 1/2"LG.PIN HD.BOLTS LEGEND&BORDER GREEN(NON-REFLECTORIZED) WITH NUTS&LOCK WASHERS BACKGROUND WHITE(NON-REFLECTORIZED) PARKING 1/4"x 1/2"LG.PIN HID.BOLTS PROPOSED'RESERVED PARKING'&'VAN ACCESSIBLE'SIGN 30" SYMBOL WHITE(NON-REFLECTORIZED) WITH NUTS&LOCK WASHERS (M,U.T.C.D,#R7-8&R7-8A)(TYP. ANYTIME"SIGN 48 NO M.U.T.C.D. PARKING DF2' BACKGROUND BLUE(NON-REFLECTORIZED) SEE SITE PLAN FOR PARKING (M.U.T.C.D.R7.8) ANYTIME PROPOSED'NO PARKING ANYTIME'SIGN ADDITIONAL INFORMATION WHITE TEXT (M.U.T.C.D.#R7-1,NO ARROW) 2'-O"MIN BLUE M.U.T.C.D.'RESERVED PARKING' , 48 0 (R7-8) 4"WIDE PAINTED zo Z ult NOTES 0 4"WIDE PAINTED- STRIPE(BLUE) RED BACKGROUND--' 1. ACCESSIBLE PARKING SIGN SHALL CONFORM WITH CURRENT M.U.T.C.D.'VAN ACCESSIBLE'SIGN -0 STRIPE(BLUE) FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS. VAN (R7-8A) 0 2. VAN ACCESSIBLE SIGN SHALL CONFORM WITH CURRENT FEDERAL,STATE,AND LOCAL CODES AND REGULATIONS. ACCESSIBLE 0 0 0 24"MINI-+.. AINTED ACCESSIBLE z -/ 3. SIGN MOUNTING HEIGHT SHALL BE 60 TO 84 INCHES 00 \\\-GALVANIZED U CHANNEL POST 4"WIDE PAINTED SYMBOL(TYP) MEASURED FROM GROUND SURFACE OF PARKING STALLS. 0 0 INSTALLED IN 6"DIAMETER STRIPE(WHITE) z O� 24' Z) (D CONCRETE SONOTUBE. 3'MIN. 0 Uj C4 (MIN.)-' > 0 0 EMBEDMENT DEPTH Uj (D ALVAN co U L! LU U IZED U CHANNEL POST U>j NOTES: > INSTALLED IN 6"DIAMETER CONCRETE 0 81-0" 1.CONTRACTOR TO APPLY 2 COATS OF PAINT 000 SONOTUBE.TMIN.EMBEDMENT DEPTH co 0 of 0 0 DO =) I � %�,; Map Terms Report 2.LOCATE AT EDGE OF PARKING SPACE .1T I GALVANIZED U CHANNEL POST 0 Mi < U) error co b _\ b � �E 0 INSTALLED IN 6"DIAMETER CONCRETE 0 co 0 0 0 j PAINTED ACCESSIBLE & SONOTUBE.XMIN.EMBEDMENT DEPTH 0 U') 0 0 9 0 r,- VICINITY MAP PAINTED RESERVED PARKING SYMBOL C> 0 0 STANDARD STRIPING AREA DETAIL 0 0 0 0 N.T.S. N.T.S. 0 N.T.S. 0 1011 ACCESSIBLE PARKING SIGN NO PARKING ANYTIME SIGN 71<. PROJECT DATA (M.U.T.C.D.#R7.8&R7-BA) (M.U.T.C,D.#R7.1,NO ARROW)(NYR#74) TAX MAP NUMBER ............... Dist.1000,Sect.1 13,Block 12,Lot 13 N.T.S. N.T.S. --- SITE AREA.................................. 111,848 SF(2.57 Acres) STOP SIGN DETAIL ZONING....................................... LB LIMITED BUSINESS (MUTCD#R1-I) CURRENT USE........................... VACANT N.T.S. PROPOSED USE......................... CONTRACTOR'S BUSINESS PROPOSED FOOTPRINT........... 22,006 SF LANDSCAPEINATURAL AREA... 47,961 SF PAVEMENT/CONCRETE AREA... 41,881 SF 1/4"RADIUS EDGE OF PAVEMENT OF FACE OF CURB EXPANSION JOINT FILLER WHEN 2'-O- CURB IS ADJACENT TO SIDEWALK, FINISH GRADE 1"BELOW TOP OF WHITE PAINTED 1/2 T "RADIUS STOP LINE cli C? WHERE REVEALED 05- IN ALL SIDEWALK AREAS. CURB IN ALL LAWN AREAS.FLUSH F_ C) io PAVEMENTA T.9" 9 �IS, W11TIE PAINT ca w M CONCRETE 4000 PSI AT 28 DAYS C.> U_ 1/4"RADIUS I0 ALL PAINT TO BE FAST DRYING TRAFFIC PAINT,MIN.2 COATS OF CONCRETE CURB Uj A 0 PAINT, MEETING THE REQUIREMENTS OF AASHTO M24B TYPE F, c < Uj PAINT SHALL BE APPLIED AS SPECIFIED BY THE MANUFACTURER 4 z :j 0 I -8'MIN w I'_ ON-SITE PAINTED TRAFFIC ARROW DETAIL LU z I-- LU TACK COAT/1.5"THICK ASPHALTIC CONCRETE z EXISTING ASPHALT GRADE N.T.S. ON-SITE CONCRETE CURB NOTES: PAVEMENT TO REMAIN NYS TYPE 6F WEARING COURSE 1. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL d tl > z CONDITIONS SHALL BE BACKFILLED WITH 314"CLEAN CRUSHED STONE. c2 d d J LL 0 2, EXPANSION JOINTS SHALL BE PROVIDED AT EQUAL DISTANCES OF NOT MORE THAN 15' WHITE PAINT LU AND AT ALL STORM SEWER INLETS.JOINTS SHALL BE FILLED WITH PREFORMED EXPANSION N 4 OADWAY CENTERLINE AVEMENT MARKING NOTES:P JOINT FILLER, 112-THICK.THE JOINT SHALL BE RECESSED 1/4'FROM THE TOP AND FRONT LU 4 YELLOW PAINTED STRIPING(TYP.) OF THE CONCRETE CURB.CAULKING SHALL BE PROVIDED ABOVE EXPANSION JOINT,FLUSH 4 WITH TOP OF CURB. < 4 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING ALL PAVEMENT MARKINGS AT THE SITE TO 3. PAVEMENT REPAIR TO BE PROVIDED AS NEEDED FOR CURB REPLACEMENT. 4" LIKE KIND CONDITIONS. .0"THICK ASPHALTIC CONCRETE CONCRETE GUTTER SHALL NOT VARY MORE THAN 0,01 FT.FROM A 10 FT.STRAIGHT EDGE -4-(TYP.) 95%STANDARD PROCTOR 1 4. THE TOP OF CURB (AT THE OUTSIDE OR NON-EXPOSED FACE)AND,THE FLOW LINE OF 2'.0" 2. ALL PAVEMENT MARKINGS, PARKING STALLS, PAINTED ISLANDS, FIRE LANE STRIPING, DIRECTIONAL COMPACTED STABILIZED SOIL BASE NYS TYPE 3 DENSE BINDER COURSE PLACED LONGITUDINALLY ALONG THE CURB OR AT THE FLOW LINE OF THE GUTTER. 1/4"EXPANSION JOIN NOTE: PAVEMENT MARKINGS TO BE INSTALLED IN LOCATIONS SHOWN ON THE PLANS ARROWS ETC SHALL BE INSTALLED IN THE SAME SIZES AND AT THE SAME LOCATIONS As PER .0. 5. THE FACE OF CURB SHALL NOT VARY MORE THAN 0.03 FT.FROM A 10 FT.STRAIGHT EDGE EXISTING CONDITIONS&AS SURVEYED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. V6 THICK CRUSHED STONE/RECYCLED PLACED LONGITUDINALLY ALONG THE FLOW LINE. INSTALLATION OF THE PAVEMENT MARKINGS SHALL NOT RESULT IN MORE OR LESS PARKING STALLS. CONCRETE AGGREGATE(RCA) 6. THE ELEVATION OF THE TOP OF CURB OR FLOW LINE OF GUTTER SHALL NOT VARY MORE ON-SITE CONCRETE CURB TAPER DETAIL ON-SITE STOP BAR & LEGEND N.O. DATE BY DESCRIPTION NYS TYPE 45-RCA BASE COURSE THAN 0.02 FT.FROM THE TRUE ELEVATION LAID OUT IN THE FIELD BY THE ENGINEER. N.T.S. N.T.S. 3. THE CONTRACTOR SHALL INSPECT THE SUBSTRATE AND CONDITIONS PRIOR TO THE INSTALLATION OF THE PAVEMENT MARKINGS,AND NOTIFY THE ENGINEER IN WRITING OF CONDITIONS DETRIMENTAL TO REVISIONS ON-SITE ASPHALT ON-SITE CONCRETE CURB DETAIL THE COMPLETION OF THE WORK. PAVEMENT SECTION N.T.S. 4. ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN TWO (2) COATS. THE SECOND COAT SHALL BE N.T.S. INSTALLED 30-DAYS AF-ER THE FIRST COAT. 6'-0"HIGH SOLID PVC FENCE 5. ALL PAVEMENT MARKINGS SHALL COMPLY WITH THE MOST RECENT VERSION OF THE AMERICANS WITH m DISABILITIES ACT STANDARDS FOR ACCESSIBLE DESIGN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IF IT IS DETERMINED THAT THE ORIGINAL STRIPING PLAN DOES NOT MEET THESE REQUIREMENTS PRIOR TO THE START OF WORK. 4 A w-q.BOLLARD 4-4" CAVIL ENGINIMERING GRAY IRON(CL35)DRAINAGE STRUCTURE SETS BY EJ 4, .23 . UT PITCH SLAB rRE0AUVNYEDDCOVER SET MODEL No.:V1600-3 RG REV/CPH2 CV UND ROUND GRATE SET MODEL No.:V3600-3 RG REV/CPH2 CV LIND 1%MIN TO DOORS 1564 BLUE POINT ROAD, UNIT B OR APPROVED EQUALS HOLTSVILLE, NEW YORK 11742 CONCRETE CHIMNEY OR 4 41 . : (6311961-0506 11N BRICK ADJUSTMENT www.KeyCivilEngineering.com FINISHED GRADE 4 x 12"LG.PIN HID.BOLTS z W ITH NUTS&LOCK WASHERS \\-5"0 LINE POST(TYP) CONCRETE TOP TO 4 4 PROJECT NAME / -24"-, b SUPPORT H-20 VEHICULAR 30 4 15"0 ADS N-1 2 PIP ^ Cl) LOADING,4000 PSI AT 28 DAYS 15"0 GATE POST(TYP) 4 E PLAN FOR SIDEWALK WIDTH PROPOSED WHITE TEXT-,, 4 SEE SITE A 4"THICK CONC.WALK 6x6-6x6 WVVF -JOINT FILLER rL 93,- 4000 PS AY (SEE EXPANSION N A 0 r7l M r-1 = Z=G a3- JOINT DETAIL) 128 D' PCC PITCH TO CURB A CONTR CTOF"S BUSINESS D3 C3 77 = IE= -3 Z= RINGS SHALL BE WRAPPED RED BAC .4 '.4.a3 9 KGROUND' RAINAGE \"x WITH GEOTEXTILE FILTER FABRIC 4 705 COUNTY ROAD 48 Uj • I= _j .4 4 ---------- BACKFILL UNDER nI 93 AROUND AN 93 IT 4 1> MATTITUCK, NY 11952 TOP OF DRYWELL WITH CLEAN 93 1177 117-3 TI M33 X X GRANULAR GRAVEL AND SAND 4 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 93><9= 011 an- 0 4 COMPACTED SUBGRADE(95%MIN COMPACTION)7/ < 9 1 6 MIN COMPACTED DIST.1000, SECT.: 113, BLOCK: 12, LOT: 13 MIN.6"OF SELECT GRANULAR FILL OR Z_3 r-1 r-M jl M 4 4 3/4'CLUN WASHED STONE 0 ACCEPTABLE EXISTING MATERIAL,AOBE. OR APPROVED EQUAL 93 1777 0--3 1 93 .. ........ • 4 \\-6"CONCRETE MAT DRAWING TITLE U) (4,000 PSI AT 28 DAYS) '4 03 0= IT Lu> 1 0 WHITE BACKGROUND- 4 WITH 6"X 6"VVVVF (D 4"CONC.SIDEWALK WITH W.W.F.- [3 9= T771 <1 ED 0 112"RADIUS gyp.) z of W C3 =D <1 ® DETAIL SHEET 0 1 03 0 V) - (j) I- 03 9= 1177 > E3 9= 1= Of I Ill LU BLACK SYMBOL IF/1", 0 LU SECTION B-B 5; PLAN 6"MIN COMPACTED LU DATE: LU -A 01/27/2025 CL SECTION AA 314"CLEAN WASHED STONE 112" CAULKING 92 =D r7 E-7 13 ................. 11 W.11 OR APPROVED EQUAL 1/4" 97 11:3 -3'-0'MIN SCALE: N.1 BUILDING A M C-3 93-- .7 PROJECT NUMBER: A 7 2421L W < > U_ -F'O POST[12 M "WIDE 1/2"x 4"PREMOULDELD EXPANSION m 1/2"PVC TOP RAIL DOUBLE GATE GALVANIZED U CHANNEL POST < U) DE SOLID 1/4"- DRAWING BY: JR b z LATCH PVC BOARDSONCRETE JOINT GROUNDWATER� INSTALLED IN 6"DIAMETER CONCRETE VARIES PITCH 2%(MAX.)(MAX U') LAT CAP SIDEWALK SONOTUBE.TMIN.EMBEDMENT DEPTH ED F.; �.-11.-�'... i.� , EXPANSION JOINT DETAIL CHECKED BY: DP 7 STREET 114" APPROVED BY: MP 6'-O"MIN.PENETRATION INTO A VIRGIN B �EXPANSION JOINT EVERY 15(SEE 4;. ALTERATION OR ADDITION TO THIS EXCEPT BY A LICENSED L0 CD DETAIL) DOCU STRATA OF SAND AND GRAVEL (SEAL& SIGNATURE: PROFESSIONAL ENGINEER IS A CONTROL JOINT EVERY 5'(SKIP WHEREVER EXPANSION JOINT ON-SITE DRYWELL DETAIL VIOLATION OF SECTION 7209, SEE DETAIL) \-112"RADIUS TOOLED JOINT SUB-DIVISION 2,OF THE NEW YORK Il- Evv STATE EDUCATION LAW N.T.S. PLAN CONTROL JOINT 61+ FINISH GRADE ------- NOTE: DETAIL PILOT 0, NOTE: "STOP" SIGN DETAIL 4,000 PSI CONCRETE SHALL MEET THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD DRAWING No: 1) DESIGN COMPRESSIVE STRENGTH=4,000 P.S.I.@ 28 DAYS AASHTO H-20 LOADING (RIA) 5"- z 2"M:IN CONCRETE SPECIFICATIONS FOR ITEM 608.0101 2) SEAL PIPE OPENINGS WITH NON-SHRINK GROUT "NO LEFT TURN" SIGN DETAIL AT 28 DAYS q, oc co U"-.: � 'rI SEALE,Uj 3) PROPOSED STROMWATER PIPING TO BE 15-DIA.CORRUGATED HDPE UNLESS NOTED. 5 1/2"PVC BOTTOM RAIL L ........... (R4-20) CONCRETE SIDEWALK DETAIL N.T.S. (FOR USE ON-SITE) MIN N.T.S. U-1 0 ELEVATION PVC TRASH ENCLOSURE DETAIL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER N.T.S. OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILdTTA, P.E. PAGE No: ANY DETAIL NOT PROVIDED IN THIS PLAN SET, NEW YORK STATE PROFESSIONAL ENGINEER #081.558 10 OF 10 YAKey Civil\Projects120241242116_Ron Kuoppal7705 County Road 48_mattituckOrmvingslKey Civil1242162025,01.27 SPP-O.dwg BOARD MEMBERS ��oF so!/ryo Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road•P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. va Office Location: G Nicholas Planamento pQ Town Annex/First Floor .c` � Margaret Steinbugler COU 54375 Main Road(at Youngs Avenue) + Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD November 24, 2025 Tel. (631)765-1809 Ronald Kuoppala, Architect 63 Village Line Road Babylon, NY 11702 Re: ZBA Special Exception#8009SE Ulster Farms, LLC/705 CR 48, Paul Pawlowski 705 County Road 48, Mattituck, NY SCTM No. 1000-113-12-13 Dear Mr. Kuoppala; Enclosed please find copies of the Zoning Board of Appeals determinations rendered at the November 20, 2025 Special Meeting, .granting a Special Exception Permit to construct two contractor business buildings upon subject premises, in accordance with Article IX, Section 280- 41 B(2) of the Town Code. The applicant must obtain site plan approval from the Planning Board. Failure to do so will render this Special Exception Permit null and void. The applicant must comply with all conditions of approval required by the Planning Board pursuant to site plan approval. Please observe all the conditions of approval. It is the property owner's responsibility to ensure compliance with the code required time frame described herein. Failure to comply with requesting extensions in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy and may require a new application with public hearing before the Board of Appeals. Contact our office if you have any questions or concerns. Sincere im E. 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