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Home My WebLink About42622-Z Town of Southold 2/15/2019 . P.O.Box 1179 53095 Main Rd AL vi# Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40214 Date: 2/15/2019 THIS CERTIFIES that the building COMMERCIAL Location of Property: 4735 Cox Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 96.-240.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/30/2018 pursuant to which Building Permit No. 42622 dated 4/30/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: AGRICULTURAL BUILDING AS APPLIED FOR The certificate is issued to LIV2MAX LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42622 02-07-2019 PLUMBERS CERTIFICATION DATED 02-14-2019 J 's Plum ' g Ift —0 tho ' Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE '$ SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42622 Date: 4/30/2018 Permission is hereby granted to: LIV2MAX LLC C/O Carol Festa PO BOX 792 Mattituck, NY 11952 To: Construct an agricultural building as applied for per SCHD and planning approval. Replaces BP#40630 At premises located at: 4735 Cox Ln., Cutchogue SCTM # 473889 Sec/Block/Lot# 96.-2-10.1 Pursuant to application dated 4/30/2018 and approved by the Building Inspector. To expire on 10/30/2019. Fees: PERMIT RENEWAL $75.00 Total: $75.00 Building Inspector sr,m TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY �fyyyi BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40630 Date: 4/22/2016 Permission is hereby granted to: LIV2MAX LLC C/O Carol Festa PO BOX 792 Mattituck, NY 11952 To: construct an agricultural building as applied for per SCHD and planning approval. At premises located at: 4735 Cox Ln., Cutchogue SCTM # 473889 Sec/Block/Lot# 96.-2-10.1 Pursuant to application dated 4/8/2016 and approved by the Building Inspector. To expire on 10/19/2017. Fees: FARM BUILDING -NEW $150.00 CO -COMMERCIAL _ _ -- $50.00 ` otal: 200.00 i l _, Inspec \r pF SO(/lyQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O Box 1179 G Q • io roger.richert(Oown.Southold.ny.us Southold,NY 11971-0959 �QIyCOU ,�,�a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To LIV2MAXLLC (8 Hands Farm) Address. 4635 Cox Ln City Cutchogue St: New York Zip 11935 Building Permit#- 42622 Section. 96 Block: 2 Lot: 101 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor DBA. Raymond Electric License No 5141-ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 13 HID Fixtures Service 3 ph Hot Water 30a GFCI Recpt 8 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 100a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches 5 Twist Lock Exit Fixtures 9 TVSS Other Equipment: "AGRICULTURAL BUILDING", 1-electric baseboard heater, 1-heat pump, 2-walk in coolers,2-condensors,2-60a disconnects Notes. Inspector Signature: Date: February 7 2019 81-Cert Electrical Compliance Form.xls i b��pF SoUTyo�t; Town Hall Annex Telephone(631)765-1802 54375 Main Road jr Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q F' "F 0v[E BUILDING DEPARTMENT DD TOWN OF SOUTHOLD FEB 1 4 2019 i TOWN OF SOUT OLD CERTIFICATION Date: Building Permit No. Owner:—,ZIT X LI-C-1 (Please print) Plumber: J, 2,�ie-f-c,.. -t (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plum&rs Signature) Sworn to before me this r day of - ebruor�, , 20� Notary Public,_��U� County EVE L.GATZ-SCHWAMBORN NOTARY PUBLIC.STATE OF NEW YORK Registration No.OIGA6274028 Qualified in Suffolk County Commission Expires Dec.24,20 �" 4000 4)L3L�L I s co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION V/FOUNDATION I ST ROUGH PLUMBING ] FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOL,77,, .1C.AULKING REMARKS:— V loov DATE Ao — INSPECTOR- 2! ' l X10 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] "INSULATION GH PLUMBING [ ] FOUNDATION 2ND [ 0000' MING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ee::� eelg�_ �- a �i 7 DATE 0INSPECTOR ` v�OPSOilj # # TOWN OF SOUTHOLD BUILDING DEPT. "�ourm 765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: l ti. wl F-�� 0�1' � _ �044awp/ �n VA o p DATE IWO INSPECTOR OF SOUTyo� f # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. qz [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING ( ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r DATE INSPECTOR oP soujyO6 # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [L�/FINAL 147 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: mv\v* b too m/vA/ LIA� .1 Qct C/4414vp(t -rq)) 3 henVl W J 0s 4W RAO& l( vv �� DATE INSPECTOR *pf SOUly�6 # # TOWN OF SOUTHOLD BUILDING DEPT. ��rourm` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. " , 6 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE '� 'I I INSPECTOR+ �'- & > P.C. February 5, 2019 Mr. William Kelly Morton Buildings Inc. 22355 County Rd. 48, Unit 4 Cutchogue, NY 11935- 1159 RE: Tom Geppel Project DD 24' x 42' Storage Building 5000 Cox Lane FEB 1 a 2019 Cuthogue, NY MBI Job #13128040646 ;,� ;�^ J2 Town of Southold Building Permit#466MZ TOWN OFSOUT%t`aLA-d Dear Bill: Regarding the subject project, please be advised of the following: 1.) 1 have confirmed that the foundation including the reinforcing was constructed in accordance to my drawings dated 07.28.14 2.) The building framing and cladding was constructed in accordance to my drawings dated 07.28.14. Be further advised that my uplift design does not require hold down straps commonly used but utilizes the mechanical fasteners included in the plans which is proper for this design. If I can be of further assistance, please let me know. Respectfully, Allied Design A&E Group, PC V4 Yo z ; • 'Z I ' '0d, Ronald L. Sutton, PE • ,ht,. President STATE ENEROY . . PIMA I Mo IMM - � `rte• COMM • Cl i�� DIM- AWWARM :� � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT � Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: r� Approved 20 Mailto: "I Sb {1*WP_V1EP44 Disapproved a/c k I Cllj p Y t �-(SZ Phone- 6, ( � 7 3 9-0 Expiration ,20 "1} Building Inspector T - 2012 I PLICATION FOR BUILDING PERMIT OC 1�--- Date (��CG�S , 20 INSTRUCTIONS _ T(!',',!, QF`,ni;I!101M a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances. building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. til N�wLyti-W fNw\� L-LC D (Sgnaatturg of applicant or name, if a corporation) ITI NCI( (Mailing address of applicant)NY11c/SL 63�Zg$ - 7380 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder L i_ss�� (Dwr-jlAS A-tL4 SAML 6�L &Tvt L_Lr—S� Name of owner of premises L1 VZN,I(rX i—L,r, (As on the tax roll or latest deed) If appy a corpor 'on, ' atur duly authorized officer (Name and tit e o corporate officer) Builders License No. _ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: SC)c>y COX LANV, r!'vTcvtyU�� IP. House Number Street Hamlet County Tax Map No. 1000 Section r Block Z1_ Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy o proposed construction: a. Existing use and occupancy N©usi,GAMU, �&RNS �S�M{�� -►- �ArL!`'�1 � b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height , Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated A-& D l S-t'qnL-F 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF�Uffrpe being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the No.01BU6186050 (Contractor, Agent, Corporate Officer, etc.) Quaimed in Suffolk CUU1 Ity Commission Expires April 14,2Q1(o of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief. and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this —day of 20 1 D e7zY1�P Notary Public Sienature f p icai TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. O I/ m Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate C(� Storm-Water Assessment Form Approved 120 Mail to: Disapproved a/cc—__1 5 2014 1 Phone: Expiration 20 P_n T1;11 Bui ect APPLICATION FOR IL NG PERMIT 20� INSTRUCTIONS _ a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Sign t e f a pl' ant or name,if a corporation) fib. 1 Ago lip, State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises LIV Z /AX ]_.LY_ (As on the tax roll or latest deed) If applicant is a corporation, si my authorized officer and title of corporate officer) Builders License No. �Zj��G 4kl Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on watch proposed work will be done: X Ute- C L-�,I_C 40 House Number Street Hamlet County Tax Map No. 1000 Section `'1'�v Block Lot �d Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cos#<; . Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars / 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of ext ting structures, if any: Front_ Rear AA. Depth44 Height Number of Stories Dimensions of ptnq, a with alterations or additions: Front Rear Depth !"° Height Number ofStones 8. Dimem'�NlnTof entire new construction: Front Rear Depth Height 161 ll II Number of Stories 9. Size of lot: Front 764 -35� f Rear !5::� Depth IQ" 10. Date of Purchase W tS- 11 Name of Former Owner t GC-L�— l 11. Zone or use district in which premises are situated A(/-- La ,-1 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOV, 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO—)(—/ 14.Names of Owner of remises'Tl� 4-(f-F'�_ Address 'y'� ��hone No. �Z�S'?� Name of Architect Address C[J�LG�-f1 ctJk Phone No 731.1-16oD � Name of Contractor Address�Lrz-6kj aGQf- -Phone No.7�-J�6L0 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X a3S� * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. �q) b. Is this property within 300 feet of a tidal wetland? * YES N07X_ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO—X— * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF mak" VSA /4,L-" being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contraor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to befor e tht y of � 20 5w�— - . Ndiar Public atur ica POSH SCUT T', JH. Notary Pu c, State of New York Quali ' d in Suffolk County o.01 SC4725080 t Term Expires May 31, TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 17, 2012 TO: Harbor View Farm LLC for LIV 2 Max LLC 450 Harbor View Ave., Mattituck, NY 11952 Please take notice that your application dated October 5, 2012 For permit to convert a portion of a barn to a farm stand at Location of property: 5000 Cox Lane, Cutcho u� e, NY County Tax Map No. 1000 - Section 96 Block 2 Lot 10.1 Is returned herewith and disapproved on the following grounds: The proposed farm stand is not permitted pursuant to Article II, 72-5 & 6, which states: A farm stand permit shall be issued to applicants meeting the following requirements, and Such farm stands shall not require site plan approval from the Planning Board, notwithstanding the provisions of Chapter 280, Article XXIV: 1) The farm stand is located on lands used in bona fide agricultural production by the owner or lessee of the property. 2) The permanent farm stand structure is set back at least 50 feet from the road. The criteria of bona fide agricultural production has not been shown &the farm stand is proposed at approximately 17' feet from Cox La. Also, approval from the Southold Town Planning Board is required. Note: Land Preservation permission is required also. Authorizedrig-nature CC: file, ZBA, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 17, 2012 TO: Harbor View Farm LLC for Updated: January 8, 2013 LIV 2 Max LLC 450 Harbor View Ave., Mattituck, NY 11952 Please take notice that your application dated October 5, 2012 For permit to convert a portion of a barn to a farm stand at Location of property: 5000 Cox Lane, Cutchogue, NY County Tax Map No. 1000 - Section 96 Block 2 Lot 10.1 Is returned herewith and disapproved on the following grounds: The proposed farm stand is not permitted pursuant to Article II, 72-5 & 6, which states: A farm stand permit shall be issued to applicants meeting the following requirements, and Such farm stands shall not require site plan approval from the Planning Board, notwithstanding the provisions of Chapter 280, Article XXIV: 1) The farm stand is located on lands used in bona fide agricultural production by the owner or lessee of the property. 2) The permanent farm stand structure is set back at least 50 feet from the road. The criteria of bona fide agricultural production has not been shown &the farm stand is proposed at approximately 17' feet from Cox La. Also, approval from the Southold Town Planning Board is required. Note: Land Preservation permission is required also. Authorized Signature CC: file, ZBA, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex '�'0f SoUjyoP.O. Box 1179 54375 State Route 25 O l0 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 rn www.southoldtownny.gov G • �Q Co UNT1, (EC[2BVZ D PLANNING BOARD OFFICE APR - 6 2016 TOWN OF SOUTHOLD April 5, 2016 VU DING DEPT. TORTTOFSOUTHOLD Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Approval - Proposed Site Plan for 8 Hands Farm Located at 4735 Cox Lane, ±550' s/o CR 48 & Cox Lane, Cutchogue SCTM#1000-96-2-10.2 Zoning District: AC Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, April 4, 2016: WHEREAS, this Amended Site Plan is for the proposed construction of a 24 x 42 (1,008 sq. ft.) steel building for cheese making to be connected to an existing agricultural building by a 10 x 12 breezeway and add kitchen and bathrooms to the existing farm stand on 27.5 acres (2 acre reserve; 25.5 acres DRT) in the AC Zoning District, Cutchogue; and WHEREAS, on October 30, 2014, William Kelly, authorized agent, submitted a Site Plan Application for review; and WHEREAS, on November 17, 2014, the Planning Board formally accepted the application as complete for review; and WHEREAS, on November 17, 2014, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming. The action is for the construction of a 24' x 42' (1,008 sq. ft.) metal cheese making building accessory to an existing farm operation including livestock production, general farming and a farm stand; and WHEREAS, on November 19, 2014, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and . t 8 Hands Farm Amended Page 2 April 5, 2016 WHEREAS, the proposed action is exempt from Suffolk County Planning Commission review because the proposed action is less than 5,000 sq. ft. of new floor area; and WHEREAS, on November 25, 2014, the Architectural Review Committee reviewed the proposed project and approved it as submitted; and WHEREAS, on November 27, 2014, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on November 27, 2014, the Cutchogue Fire District determined there was adequate fire protection for the site; and WHEREAS, on December 15, 2014, a public hearing was held and closed; and WHEREAS, on December 15, 2014, the Southold Town Engineer reviewed the above- referenced application and determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on January 7, 2015, the Town of Southold LWRP Coordinator reviewed the above-referenced project and determined the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, at their Work Session held on January 12, 2015, the Southold Town Planning Board reviewed the proposed Site Plan and determined that all applicable requirements of the Site Plan Regulations have been met with exception of approval from the Suffolk County Department of Health Services (SCDHS); and WHEREAS, on March 29, 2016, the Suffolk County Department of Health Services (SCDHS) granted approval to reference #C10-15-0002 for Market/Residence/Cheese Processing/Barn/Garage @ 913.28 gallons per day; and WHEREAS, on April 1, 2016, the Southold Town Chief Building Inspector reviewed and certified the proposed Agricultural Building as a permitted use in the AC Zoning District; and WHEREAS, on April 4, 2016, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; therefore, be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the Site Plan entitled "8 Hands Farm," prepared by Jeffrey T. Butler P.E., dated October 20, 2014 and last revised March 25, 2016, and authorizes the Chairman to endorse the Site Plan including the following four (4) plans: 8 Hands Farm Amended Page 3 April 5, 2016 1. 1 of 4: Overall Site Plan 2. 2 of 4: Partial Site Plan 3. 3 of 4: Details 4. 4 of 4: Partial Lighting Plan and Details Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map 8 Hands Farm Amended Page 4 April 5, 2016 By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: , Applicant/Agent Signature: r ' Date: � �zv MAILING ADDRESS: PLANNING BOARD MEMBERS _.`*OF SU(/l P.O. Box 1179 DONALD J.WILCENSKI �0� y�lo Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G 54375 State Route 25 JAMES H.RICH III �0 ^�� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �yCOUM`1��`(.' Southold,NY IY 1' Telephone:631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 20, 2017 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Approved - Amended Site Plan for 8 Hands Farm 4735 Cox Lane, ±550' s/o CR 48 & Cox Lane, Cutchogue SCTM#1000-96-2-10.2 4- i p• 1 Dear Mr. Kelly: The Planning Board has found that the requirements of the above-referenced Site Plan and the single item required in the January 10, 2017 Planning Board letter, have been completed based on the storm water certification provided by Jeffrey T. Butler, P.E. submitted March 30, 2017. The site is now in conformance with the Approved Site Plan entitled "8 Hands Farm," prepared by Jeffrey T. Butler P.E., dated October 20, 2014 and last revised March 25, 2016. This letter does not condone any changes from the Approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding-this Site Plan or its process, do not hesitate to call this office. Very truly yours, D [ECIEB'V[a D Donald J. Wilcenski Chairman APR 2 ® 2017 cc: Michael Verity, Chief Building Inspector BUILDINGDEPT. Jamie Richter, Town Engineer TOWN OF SOUTHOLD BUILDING DEPARTMENT - Electrical Inspector �g11fF�K�+ TOWN OF sOUTHOLD nnex - 54375 Main Road - PO Box 1179 _ N91 tuthold, New York 11971-0959 wophone (631) 765-1802 - FAX (631) 765-9502 � roger.richert ac town southold.ny_us APPLICA CTRICAL INSPECTION EC VESTED-BY:--" Company Name: �G Name: email: Z yf0/_V License No..: ''� -Address: _ Phone No.: 3l JOB SITE INFORMATION: (All Information Required) Name: Address: Cross Street: Phone No.: email: Bldg.Permit#: Block: Lot: Tax Map District: '1000 Section: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle /dl That Apply: YE ! Or� Rough In Final' N� is job ready for inspection?: YES Issued On Do you need a Temp Certificate?: Temp Information: (All information required). 1 Ph 3 Ph Size: A # Meters Old Meter# Service Size Service-Fire Reconnect- Flood Reconnect - Service Reconnected - Underground -overhead New Work done on Service? Y N # Underground Laterals 1 2 H Frame Pole Additionai-information: PAYMENT DUE WITH APPLICATION (� ofd Request for Inspection Form-As (v Intended use of property at 5000 Cox Lane Cutchogue: My family purchased this 28 acre farm from the Peconic Land Trust in November 2011. We plan to establish this property as a sustainable family farm (8 Hands Farm). We are focused on supporting/promoting Southold's farming community and adding to the diversity of the existing farms here on the North Fork(we were profiled in the New York Times and Suffolk Times and will be mentioned in an upcoming article on small family farms in Prevention Magazine). Our main business line will be sheep cheese along with the secondary products of raising sheep, meat and wool. We also plan to raise chickens and organic vegetables on this farm. We currently raise our flock of 40 Icelandic Sheep on a leased farm in Mattituck. With regard to the building plan/design for this property, we would like to utilize the existing barn structure to facilitate a farm stand. Specifically, we propose to use one side of the barn (it is a double barn)which is approximately 2,100 sq ft. Immediately next to this barn would be space reserved for parking. We would like to add a small bathroom within this barn as well. Upon approval, we would like to beautify these bams by adding new siding and doors(it is an eyesore currently). Behind these bams and next to the parking area would be growing space for the farm's organic vegetables(approximately 1-2 acres). Beyond the development zone and vegetable growing area would be the facilities to milk our sheep and make cheese. In addition,we would look to add two other structures in this area for winter animal housing and hay/equipment storage. The use of this existing structure would allow us to begin renovating these bams and be prepared to start selling our farm's products. We have owned property on the North Fork since 1994 and based on our observation of existing farm businesses and farm stands, we felt this was an appropriate use of this barn structure when purchasing the property from the Peconic Land Trust(in AC zone versus residential zone). Furthermore, we would like to demonstrate to others, potentially interested in farming, how either old/abandoned or existing farms can be converted into a diverse sustainable agricultural business on the North Fork. We respectfully request that you review our use plan in line with other established farm stands and similar businesses/situations, like Catapano Goat Cheese Farm and others. Bunch, Connie From: Jarski, John Sent: Tuesday, February 05, 2019 3:41 PM To: Cummings, Brian A.,Jarski, John Cc: Bunch, Connie; Michaelis,Jessica Subject: RE: 8 Hands Farm (cheese building) Good afternoon, This is what I am looking for. Thank you Brian. From:Cummings, Brian A.<brian.cummings@town.southold.ny.us> Sent:Tuesday, February 5, 2019 8:44 AM To:Jarski,John<johnj@southoldtownny.gov> Cc: Bunch, Connie<Connie.Bunch @town.southold.ny.us>; Michaelis,Jessica <jessicam@southoldtownny.gov> Subject: 8 Hands Farm (cheese building) Good morning. I just received a call regarding a site inspection for the "cheese building" at 8 Hands Farm on Cox Lane. Please see the attached correspondence verifying the Planning Board inspection and subsequent support for CO. 'Please let me know if you have any questions. Thank you, Brian Brian A. Cummings, Planner Southold Town Planning Department Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Phone: (631)765-1938 E-mail: brian.cummings@town.southold.ny.us 1 N0T8Ss SL 12-6-3 SL 12-6-3 HO 1-3-8 HO i-3-8 SLI 6-6-3 6-0-0 6-0-0 6-6-3 i EPI 6-2-3 11-10-8 17-6-13 23-9-0 5-8.-5 �_- 5_8-5 1 6-2-3 TCI ---- —.6-2-3 _ .— 1 ._— -- - - �---- - - --6-2-3-- SLI - --' SLI 12-6-3 12-6-3 EP 11-10-8 23-9-0 TC 11-10-8 11-10-8_ #8.75x11.25 C 41 �\ #2.5x5 // \\ #2.JSx5 i I Tl T2 5-3-0 W2 8F #18G-NN18-10x16.25W4 #18G-NN18-10x16.25 A B W1 \\ E LG 2 i 0.042:11 - B1 u H P G B2 #6.25x8.75 #18G—MN18-6.25x12.5 #6.25x8.75 1 B —. --za 96-0 --- EPI I1-10-8 11-10-8 C 11-10-8 BC -- 7-10-6 ' _ ----T --- 4-0-6-- --' ._4-0-0._—_ 1 -- 7-1- - SP 7-10-8 11-10-8 15-10-8 23-9-0 7-10-8 4-0-0 4-0-0 7-10-8 23-9-0 0 N EXCEPT AS SHOWN ALL PLATES ARE NN2020, # PLATE SELECTED IN PLATE MONITOR � ST F 0)v • �•' o r' E • �.y��Q� Scale:0.338"=1' MiTek" Online Plus'"' Job Mark Quan Type Span P1-H1 Left ON Right OH Single Drawing 2090 24 CMN PLATE 6-1-2013 022240105 1 1 ZRC44 230900 4 0 0 Online Plus-0 Copyright MTekO 1996-2013 Version 30.0.023 Single Drawing per Page 4/142014 2:50:28 PM Page 1 -Job Mark - Quan Type Span P1-H1 Left OR Right OR Engineering ..090 24 SC MN PLATE 6-1-2013 02224 1 ZRC44 230900 4 0 0 SO 1-3-8 HO 1-3-8 11-10-8 11-10-8 #8.75x11.25 4 #2.5x5 #2.5x5 Tl T2 5-3-0 W2 #18G-MN18-10x16.25 #19G_MN18-10x16.25 8F A W3 W4 D W LG L 0.04244 . .......... r B1 H F G B2 #6.25x8.75 #18G-MN18-6.25x12.5 #6.25x8.75 8ci 11-10-8 _1*1=1 0-8 ----------- -----._._.._._...__. ....... 23-9-0- EXCEPT AS SHOWN ALL PLATES ARE MN2020, # - PLATE SELECTED IN PLATE MONITOR Scale:0.247"=V MiTekO online Plus" APPROX. TRUSS WEIGHT: 212.1 LBS Online Plus -- Version 30.0.023 A -1 0.93 6405 C 0.12 0.81 This design may have plates RUN DATE: 14-APR-14 I -C 0.67 5755 C 0.08 0.59 selected through a plate C -J 0.67 5755 C 0.08 0.59 monitor. Southern Pine lumber design J -D 0.93 6405 C 0.12 0.81 Max comp. force 6405 Lbs values are those effective --------Bottom Chords--------- Max tens. force 5939 Lbs 06-01-13 by SPIB//ALSC UON A -H 0.59 5939 T 0.32 0.27 Connector Plate Fabrication CSI -Size- ----Lumber---- H -F 0.50 4923 T 0.26 0.24 Tolerance - 10% TC 0.93 2x 8 SP-#1 F -G 0.50 4923 T 0.26 0.24 This truss is designed for a BC 0.59 2x 6 SP-2400f-2.OE G -D 0.59 5939 T 0.32 0.27 creep factor of 1.5 which WB 0.16 2x 4 SP-#1 -------------Webs------------- is used to calculate total WG --- 2x10 SP-#1 I -H 0.12 676 C load deflection. H -C 0.16 992 T Brace truss as follows: C -G 0.16 992 T O.C. From To G -J 0.12 676 C TC 24.01, 0- 0- 0 23- 9- 0 BC 90.01, 0- 0- 0 23- 9- 0 TL Defl -0.47" in H -G L/579 LL Defl -0.310 in H -G L/889 psf-Ld Dead Live Shear // Grain in A -1 0.69 TC 4.0 33.0 BC 6.0 0.0 Plates for each ply each face. TC+BC 10.0 33.0 Plate - MN18 20 Gat, Gross Area Total 43.0 Spacing 90.01, Plate - MN20 20 Ga, Gross Area Lumber Duration Factor 1.15 it Type Plt Size X Y JSI Plate Duration Factor 1.15 A# MN18 10.0x16.2 Ctr Ctr 0.77 Fb Fc Ft Emin I# MN20 2.5x 5.0 Ctr Ctr 0.41 TC 1.00 1.00 1.00 1.00 C# MN20 8.8x11.2 Ctr Ctr 0.61 BC 1.00 1.00 1.00 1.00 J# MN20 2.5x 5.0 Ctr Ctr 0.41 D# MN18 10.0x16.2 Ctr Ctr 0.77 Total Load Reactions (Lbs) H# MN20 6.2x 8.8 Ctr Ctr 0.39 Jt Down Uplift Horiz- F# MN18 6.2x12.5 Ctr Ctr 0.68 * 3830 G# MN20 6.2x 8.8 Ctr Ctr 0.39 * 3830 # - Plate Monitor used Jt Brg Size Required Placement Tolerance Used 0.12 in. U yMf B 5.50' 3.211 or- 5.511 3.211 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR LC# 2 Dead Load Check ADDITIONAL SPECIFICATIONS. Dur Fctrs - Lbr 0.90 Plt 0.90 •0 plf - Dead Live* From To NOTES: TC V 30 0 0.01 23.81 Trusses Manufactured by: BC V 45 0 0.01 23.8' Morton Buildings, Inc. Analysis Conforms To: Membr CSI P Lbs Axl-CSI-Bnd TPI 2007 ----------Top Chords---------- NOTE: USER MODIFIED PLATES C7 Onine Plus-QCopynght KT00 1996-2013 Version 300.023 Engineering Portrait 4/14f20142:60:27PM Pagel ff ��7 1-C?U - u r ---� r - - -1- 1144e. 0 010 00 � --- - o 71 ` "77104LICf%f, T� - - - - �,�, Gil��- �.�, yl!•I� � x ZSi ire USN Piz,Aj P - �Q P �uZ'6? I Lj) 1 3 6-- TOWN OF SOUTZCI .i h a oar \V�rov( F6 PAL, � Q` • SOF NE` yo Job Date Elizabeth Thompson Architect -170 250 Mercer St. B806 917-848-1541 -Fitle Scale New York, NY 10012 ('K www.elizabeththompsonarchitect.com rt E fit•{ �1 L)IL N/ ja O O!O Op or�R� PA" 0 D 4 iy � 7d AR 15 2018 -//iJl, f , Gil Or TOWN OF SOUTHOLD i Z5' ��x iac 4� PIZAI N �VAr►•K-IIS � P hu Z C GNI;FhE Ydt'( � Q— 00 r 61 PAL 70 ' D IS "f l5l;L i� u -0173 OF i Elizabeth Thompson Architect roe , RAW PS 1=AP-M , Date 250 Mercer St. B806 917-848-1541 Title Scale New York, NY 10012 www.elizabeththompsonarchitect.com BLDG INFO / AREA COVERAGE 0 IN P 55 ry0 i DE-516.: STRUCTUR A15E: EX.AREA: PROP.AREA EXIST FOR WORK IN THIS AREA: 55MNT 1st FL. 2nd FL. B5MNT Ist FL. 2nd FL. �4 �c�. �>,9/ UTIL POLE •� 6, N/ �\ SITE ® I STY FR BUILDING WA 4264 SF WA WA WA WA ,�� '4 \ PROPOSED PARTIAL SITE PLAN, � LOCATION USE: FARMSTAND W0� 'I/� ' \ \ NO SANITARY 5Y5TEM WITHIN SEE DRAWING No.2 �A ys F �R�° 4 � a _M OI STY FR BUILDING N/A t7,200 5F WA WA WA WA tci '�• '9J2r n ° ori �" �° cF atiF p r,�' o A E3 USE: SHEEP BARN � MINNIE BORAWA �� x56.0 200 FEET OF PROPERTY LINE �i � �• to qo. \ 9 \, EX15T PROPOSED PARTIAL LIGHTING PLAN, "� Fast C_ I STY FR BUILDING P1/A f544 5F WA WA WA WA 55 ti °i �� UTIL POLE � � S1JRFArE PROPERTY LA Uj USE: GARAGE NE SEE DRAWING No.4 a G \ O� � •� ' \ � I STY STEEL BLDG WA WA WA WA 1,008 SF WA �� °�A°r z p z � v USE: GHEE5E MAKING \ ,q / \ 0 \C.O NO WELLS WITHIN 150 FT OF 5 u� LULU 2 STY FR BUILDING 1550 5F fl,500 5F t1,500 5F WA WA WA PROPERTY LINE v z z w O © U5E: DWELLING /'/' J\'4�p �' a .919 s S w AREA TOTALS: 1550 5F M3,508 5F t1,500 5F 0 5F 1,008 5F 0 S.F. corn. nllen S - \ \ � �s � 60, EXI5TIN6 51TE GOVERA6E: 13,505 S.F. (1.13%) \ ° PROP05ED 51TE COVERAGE: 14,516 S.F.(121%) ,��, / / \ �"',,,5, EXISTING F.A.R. = 0.0130 (15558 S.F., 1300 / \ UTIL }' ��• 86 ' UTIL POLE PROPOSED F.A.R. = 0.0138 (16,566 S.F., 138;x) FALLOW EXIST.O.H ELECT SERV TO REMAIN [>LJ 1 / ASS E7� 12y :,Ft? r,E'• EXIST.FARM STAND/ Ln°Foy u' �' Q .� Z FIELD 5TORA6E BLD6 . A "op• qsh. �4or. _ � -p � o � � `'' O o / I ::AREA,' • 't'<:':' as'" / ( (TO BE REWORKEU) p ' , LOGATIOld MAP / \ / \ ' \ 5o NOT TO SCALE \ I LAWN ;; : OA "` F. �- I _ �- 1UIL IN gig' FR-1 0�'OSED SITE PLAN: / o, �--- � � \ .'off BUILDING �FNT '` � (TO BE A REWORKED '::..' I 51 i UATE AT: /0 /a EX.6RVL PPZKG..� :•: \ � Fp �tANE{l�/ER1,N6' . . \ GIITGHO&UE ::.;.:AREA:'..:. :' ,. ��? 6St \ TCirW OF SOUTHOLD WO/F < <� o� FOLK COUNTY, NEW YORK 8 \ GUTGHo6UE FIRE DISTRICT I �Q5L.TA N0. X0,1 F \ _ �O Ll4l 11 \ 5GTM NO.: 1000-ab-02-10.1 4 10.2 \ I F EX.RET.WALL \ I ZONING ' ' 1000- 16-2-I0J TO REMAIN h�'�9 Fo NING DISTRICT: AG AGRICULTURAL CONSERVATION RESERVED AREA - - f> © EX.REMAIN ,) - -,��, _ � \ PROPOSEDCtiRIRENT SE: FARM USE NG. TO REMAIN �6i , \ o� \ 55 / / (DEVELOPMENT RIGHTS INTACT) I 60 26.4'x 20.6' \ � FEMA FLOOD ZONE: N/A \ & \ / I AREA: 30,000 S.F.(1.84 AG) / o' EX. DECK NT \ i ATO REMAN X x41.5 �j"E DATA: \ o�� .// I / ® p / \ \ 45 U 0`,ERALL 51 TE: FARM E q 5,215S.F. N.C. D: Cb I EXISTING o 3y6 \ \ 4C�3 FR.BARN EX.2 STY FR. \ 02 .5302 AG) (TO REMAIN) / \ HOUSE REMAIN FOR E3UILDIN6 INFO / AREA GOVERA6E SEE CHART (THIS DIWG) j0 00 p., /x�ss.2 \\ 1�I r / ��Q -_ -\/ Fo 60� CHEESE o .•/ D PROP05ED IMPERVIGU5 BLD6. 40 EX5TIN6 AREA: 13,508 S.F. (1.13%)FALLOW NO 5URFACE WATER5 WITHIN GF N 300 FEET OF PROPERTY LINE mm FIELD Q _ / 1p• PROPOSED AREA: 14,516 S.F.(1.21%) O (DOES NOT INCLUDE GRAVEL PARKING AREA(S) NO WELLS WITHIN 150 FT OF (� /F / 8.Ox 0 PROPERTY LINE \ \ ' �� o �"•' P03TAL DISTRICT: CUTGHOGUE APPLICANT: W N FALLOW A i 35 SG1i00L DISTRICT: 50UTHOLD MORTON BUILDINGS T- FIELD FIRE DISTRICT: 50UTHHOLD P- V - / / \ c /o �,�. 22355 COX LANE,UNIT NOA m t`- I c� '�� ? ELrLTRIGAL SERVICE: LIPA CUTGH06UE, NY IIIg35 ALLOW \ NOTE: LINES OF DELINEATI N- !� / WAYER SUPPLY: 56HA(FUBUG WATER) 631-134-4060 .., O WO/F / I 1 I q / / FLOOD ZONE: WA W m X RHX CORP. / I \ SHOWN HEREIN ARE USEDFOR / / / 30 5IT'= 15 IN 6.W.M.Z.: IV to w x 55 I I 1 TAX PURPOSES ONLY /� / SITE PLAN BASED ON ORIGINAL SURVEY BY: E-� XO z PEGONIG SURVEYORS,P.G. Ip x41.5 ( 1250 TRAVELER STREET JAME5PORT, NY IIg41 15�I x56D \ I I / I SURVEYED: JAN. 10, 200-1 O EXISTING SUFNVEY 56ALE: I" = 100'-0" W 11/dA5 �` IRRIGATION .1 ��, 28.0 d� �_�!-�ATION5 BASED ON TOP06RAPHY MAP - 5 EASTERN TOWN5,5UFFOLK COUNTY, NY O x31.0 � , �-- - o``�/ 30 D¢,+ED: 10-03-H15 u) N TUM: ELEVATIONS, ARE REFERENCED TO VERTICAL DATUM BASED ON MEAN FALLOW O \ /. / 1 _SEAL LEVEL OF Ig2q AS ESTABLISHED BY THE U.S. COAST AND GEODETIC SURVEY m 5.G.T.M. No. NO SURFACE WATERS WITHIN NT SANDY HOOK N.J. `Q " \ JOW46-2102 O� 0� h�► ;x3<3 300 FEET OF PROPERTY LINE FT _ DEVELOPMENT RIGHTS EASEMENT ,\0 oti NO WELLS WITHIN 150 FT of ��Ms: H_z+1 (DEVELOPMENT RIGHTS SOLD) ,c`� x38.5 / , '')p PROPERTY LINE I. E-EVATION5 ARE REFERENCED TO FIVE EASTERN TOWNS TOP06RAPHIGAL MAP AREA: 1,11"1,213.2 S.F.(25bg36 AC) `� / , `/ .a Gj x3l.0 EXI5TIN6 ELEVATIONS ARE 5HOWN THUS: 25.0 \ � / WOLF ANN MARIE 60ERLER REVOCABLE LIVING TRUST EX13TIN6 GONTOUR LINES ARE 5HOWN THUS: 25 ENGINEER: \ 1 / �STOWN OF 5OUT14OLD OF NE / \\ FALLOW 1 \ / \\ �// ° (DEVELOPMENT RI6HT5) Q,EY T. x57.0\ \\ \� FIELD O� \ / I��.�� *� F (ij� .p 35 SCOPE 0 , x34.5 OF WORK. . I w I. BUILD PROPOSED BUILDING U N 2. PROVIDE PROP05ED SANITARY AND KITCHEN WASTE SYSTEM. CONNECT TO PUBLIC o � WATER AND INSTALL PROP05ED INP WATER SERV. LINES TO BUILDIN65 'A', 'D' AND 'E'. \ �q \ �s6o 40 3. PROVIDE PROP05ED P.G. SLAB FOR DUMP5TER AREA AND ASPHALT SURFACE FOR FFSSIONP / H.G.PARKING AREA 4. PROVIDE STORM DRAINAGE AND LIGHTING. JEFFREY T. BUTLER, P.E. \ \ • \ o o \ SHEAT INDEX ZONING INFORMATION: N O \ \ \ �•` T x44.0 1.OVEPJa 51TE PLAN A6RIGULTURAL GON5ERVATIDN 'AG' m 2.PART._SITE PLAN LOT SIZE;80,000 S.F. MIN v NO SURFACE WATER5 WITHIN \ \ 3.DETAILS EXISTING: I,Igq,2155 S.F. (275302 AC) . . CV < 300 FEET OF PROPERTY LINE \ \ I \ \ \ I \ 4.PARTAL LIC*MN6 PLAN PROPOSED: N.G. l j� NO WELLS WITHIN 150 FT OF PROPERTY LINE \ 40 / FALLOW 1 \ \ �6 LOT WIDTH; 175' MIN 0 \ z b (� 3 O \ \ FIELD / I \ 2 j , 5 EXISTING: 16438' z CD LU } I \ 35 PROPOSED: N.G. Z LU C3 z LEC E1�D: LOT DEPTH;250' MIN 0 N O : l I -b- tiG EXISTING: 1,131.1' <z 2 O < C- PROPERTY LINE \ \ \ / \ \ / p-+ U_ I IY 0- /0'r/0'rV / \ I oi�T \ \ / PROPOSED: N.G. �-�- U- I-- Q D < \ KITCHEN WASTE LINE KIT t11 WO/F RHX CORP. • • / \ I � /x35.0 FRONT YARD SETBACK;b0 MIN Suffolk County Department of Health Services \ I / \ \ �¢ Q Approval for Construction-Dither Than Single Family / Foy \ I \ /� \ SANITARY SEWER ss- EXISTING: 17b' z \ j/ // \ PROPOSED: 1485' _ < z \ F \ 6-!s-oGc�2 Design F!o �3. Fr'r"`f o� Reference No. C l `q�o \ \ /• / / PROP05ED WATER SERVICE \ w ` �• \ ��EXISTING: 511.2'AK. 15 MIN Q ►-- J O O r GI�FE - I //11� 1 �- ��c / EXISTING WATER SERVICE w w0) Z U_ Q I Uses) 50 �o \ \ I These plans have been reviewed for general con rmanc with Suffolk / • \ � / Pio�� x405 PROPOSED: "141.2' t of Health Services standards,relating to water supply \ \ 1- , S �, I LL O County Department es or lack � STORM DRAIN -so--sD so- Cou y p of an omissions w O O N and sewage disposal. Regardless y No SURFACE WATERS w1THIN \ ` / / 510E YARD SETBACK: 20' MIN f detaLL il,construction is required to b:e in accordance with the attached 3q0 FEET of PROPERTY LINE \ \ / \ FLOW ARROW d EXISTING: 1836' ° applicable standlards unless specifically waived by ,, FALLOW Q O permit conditions and app a royal da. I / �'S�3o \ �1 PROPOSED: 3468' Q .. F ears \ \� FIELD the Department. This approval expi y NO WELLS WITHIN 150 FT OF \ /�s.o •2�`, STORM LEACHING POOL ( O the Department. orrenewed. PROPERTY LINE I I \ ll ��% 40 � �% �--� SIDE YARD SETBACK CUMULATIVE: 45' MIN Z \ SEPTIC TANK/GREASE TRAP 1 1 EXISTING: 5512' CD Z / / l.,? PROP05ED: N.G. O Q o/ D fewer45 O I \ I �o / p LEACHING POOL 1 O Appro al Date \ � A6'' \ \ \ �..9� O `� � / LIVABLE FL. AREA /DWLG UNIT: 850 S.F. MIN 35 v \ Fs EXISTING: ±3,000 S.F. \ / I G FLAN \ \ \ EXI5TIN6 CONTOUR - --6- PROPOSED: N.G. VL� J I TLI V 34Sx � \ MAXIMUM PERMITTED DIMENSIONS: \ c / _ EXISTING GRADE 6'0 LOT COVERAGE: 30% MAX (35q,7b5 5.Fa NO SURFACE WATERS WITHIN EXISTING: 13,508 S.F. (1.13%)80 40 O 80 160 240 �� Y" 300 FEET OF PROPERLY LINE TEST HOLE PROPOSED: 14,636 S.F. (1.22`%) GRAPHIC SCALE I" = 80'-O" 40Z \ / J NO WELLS WITHIN 150 FT OF BLDG HEIGHT: 35 FT. /21 STY'S MAX PROPERTY LINE F.FL EL. = EX15TINO: ±255' /2 STY FINISHED FLOOR ELEVATION PROPOSED: N.G. x35.5/ ! THESE DRAWINGS NG AND AGGOMPANYISPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXGLU51VE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE OR16INAL 51TE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERM155ION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM 5HALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. O HANDICAPPED PARKING SIGN NO SURFACE WATERS WITHIN N o 300 FEET OF PROPERTY LINE Q� T CONCRETE- _ ME � ABANDONMENT BY REMOVAL: PAVEMENT SECTION (MINIMUM THICKNESS) ASPHAL TrnE,6 , .•:::•:::.:::.:::.::::.:::.:::.::..:::.:::.:.:::::•:; as � 3• � NO PARKING ANYTIME RESERVED L }� EXI5TING 5Y5TEM TO BE ABANDONED BY REMOVING ASPHALT CONCRETE -. q° �' ° ` PARKING ti NO WELLS WITHIN 150 FT OF ALL RESIDUAL SEWAGE WA5TE5 BY A LIGEN5ED WEARING COURSE 111211 ASPFIALI BASE COURSE :n ° cy �� PROPERTY LINE WA5TE HAULER,REMOVING THE ENTIRE 5TRUGTURE(5), l�r 7`T?°T rl�7 i / /tel'�"T`i tT�7�7�7 / / tel` c e " 11114 ASPHALT CONCRETE \.\/\/,\/\/\/\/\/\\/\/\/\/\!\/\\/\\/\/\/\\/\\/\\/\/\/\/\ o� °GF nP BACKFILLING WITH SUITABLE SAND AND GRAVEL 2 1/2" r STONE BLEND BASE-95%COMPACTION(STANDARD PROCTOR) j �N " ? MATERIAL,AND PROPERLY COMPACTING. BINDER COURSE \/\ \f\l�\`i�\%\ \ \ \\/G%�/%�j/%/\G/l\\// 51TE O u Z STONE BLEND BASE 4 `\!�/� 10 YX CITY °ys LOCATION e� p w Q &SONG I%ANn °FA "� o� °�F Q pLU or' TE5T HOLE �' F H.G. PARKING AREA 800-212-4480 1 811 �. Rist C, F a AA _ ' PAVEMENT SEGTI ON BY: Mr-DONALD 6EO561ENGE V V P4-6 www.dignetnycli.com NOT TO SCALE BOX 1000 50UTHOLD, N.Y. IIg71 or a'-O" 8'-O" 8'-O" 8'-O" C�•Y.S.D.O.T.) 631-765-3611 (SEE 51TE PLAN FOR LOCATION) DATE: AUG. 18, 2014 www.cal1811.com (for other states) Z S Culch" a 91(IMM S� W lL HANDICAPPED S �' TYPICAL PARKING DETAIL '� EL. 42.0 GROUND LEVEL O' By law,excavators and contractors working in the PARI<ING SIGN / �/ PALE BROWN SILT five boroughs of New York City and Nassau and NOT TO SCALE NOT TO SCALE / / (ML) Suffolk Counties on Long Island must contact ��O Foor�Y °�ti L,..,,: `� S DigNet, 1-800-272-4480 or 811,at least 48 hours 25' BELOW 6RADE s Y ( 9 ro Q • / EL. 39.5' but no more than 10 working days(excluding NOTE: LINES OF DELINEATION weekends and legal holidays)pnorto beginning RRq ��`'::;5 N SANITARY YIELD CALCULATION: BRowN FINE To - ° MED. SAND (5P) any mechanized digging or excavation work to q�cgys zs GROUNDWATER MANAGEMENT ZONE: IV `qyF Q" n � I? Z Z 0 / SHOWN HEREIN ARE USED FOR ensure underground lines are marked. (� Excavators and contractors can also submit o 0 ALLOWABLE FLOW FOR 51 TE = 600 6PD/ACRE (PUBLIC WATER) / U 1` ' / EXISTING GRAVEL locate requests online,through ITIC.If you do not N N cv Z N N TAX PURPOSES ONLY LOCATION MAP. PARKING AND 60 currently use ITIC, please call 1-800-524-7603 � Q No 5URFACE WATER5 WITHIN / MANEUVERING AREA �� EL. IqD' 23.0' BELOW GRADE for more information. AI I OWABLE FLOW(DENSITY). BASED ON ADJUSTED LOT AREA: 300 FEET of PROPERTY LINE �Lp NO SANITARY SYSTEMS WITHIN NO GROUNDWATER ENCOUNTERED NOT TO SCALE / 200 FEET OF PROPERTY LINE For safety reasons, homeowners are strongly TOTAL SITE AREA = 21.5302 ,AG. (1,199,2155 S.F,Z � . encouraged to call as well when planning any DEVELOPMENT RIGHTS EASEMENT AREA =25,6936 AG.(1,119,213 2 S.F) �� I PROPOSED PARTIAL SITE PLAN• NO WELLS WITHIN 15o FT OF PROP. HANDICAPPED PRK6 5P. type of digging on their property.Homeowners - • DEVELOPMENT RIGHTS INTACT AREA = IB4 AG. (SOp00 5.F) PROPERTY LINE / ASPHALT SURFACE IN H.G. PARKING �q�N/ PROP05ED I"P WATER SERVICE can contact us directly at 1-800-272-4480 or by SITUATE AT: ADJUSTED LOT AREA = TOTAL 51TE AREA - DEV. RIGHT EASEMENT AREA AREA REQUIRED calling 811,the national call before you dig GUTCHOGUE • H.G. SIGN TO BE MOUNTED ON BUILDING -I; PROPOSED I"4P RPZ IN number. For excavation work completed on 9 TOWN OF SOUTHOLD 1.84 AG(80,000 SFJ = 215302 AG(I)gq,2155 5FJ - 25.bg3b AG.(1,IIq,213.2 SFJ SEE DETAILS, THIS DWG Op HOT BOX ON P.G. SLAB personal property, it is the contractor's SUFFOLK COUNTY, NEW YORK ADJUSTED LOT AREA = 1.84 AG. OEVELOPEMENT RIGHTS INTACT) responsibility--NOT the homeowner's-to contact 50 PROPOSED POINT OF CONNECTION DigNet. Having utility lines marked prior to `-�n"I NO.: 1000-Q6-02-10.1 $ 10.2 BETWEEN NEW WATER MAIN AND digging is free of charge. ZONING DISTRICT: 'AG' AGRICULTURAL CONSERVATION 600 6PD/ACRE x 1.84 AG. (SGTM 1000-gb-2-10.1) = 1,104 6PO ALLOWED O Ow PROPOSED I" TAP (BY SGWA) A PROP. DUMP5TER ENGLgSURE p 60 PROPOSED USE: N.G. USE BUILDINGS 'A', 'G', V' AND 'E' TO E5TABLI5H DENSITY,NOTE THAT BLDG 'B' 15 ON P.G. 5LAB � + <,, PROPOSED METER PIT PARKING REQUIREMENTS: FEMA FLOOD ZONE: N/A EXCLUDED FROM DENSITY GALL PERSUANT TO ART'IGAL 3.12 SEE DETAIL ON SHT 3 IIr BLDG 'A' = 121A2 6PD I .' q y�`Nr /M 5EE 5HEET No.4 FOR 5e-WA51TEBUILDING 'A',USE: MIXED ' + + SITE DATA. USE: EXISTING: PROPOSED: BLDG 'G' = 21.'76 GPD 50- �D � J INSTALLATION REQ'MTS FARM STAND - 4 SP PER STAND (U5E 0.04 GPD FOR PURPOSES OF CALCULATING ,�0' �� y + 4 SPACES REQUIRED OVERALL SITE: FARM I,Iaa,215.5 S.F. N.G. ei BLD6 'D' = 40.32 6P0 51TE DENSITY - PER 560145 N01 No.3, REVISED) j \ r b / CO 5TORA6E AREA: 1,643 5.F 027.5302 AC) 1,008 5F AREA X 0.04 GPD = 40.32 GPD I SP / I= S.F. 6RO55 FLOOR AREA BLDG 'E' = 300DO GPD LAWN \ EX. 15TY FR. BLDG. I SPACE REQUIRED FOR BUILDING INFO,AREA COVERAGE AND SEWAGE FLOW RATE SEE CHART(THIS DWG) TOTAL = 4gO.00 GPD \ FARM5TAND W/ KITCHEN � PROP05ED BUILDING 'D',USE: CHEESE MAKING RESERVED AREA \ (T0 BE REWIORICED) / ''�ti � � i� 1,500 GAL . A5E TRAP(&V xb'H,VED), FOOD PROGE551NG AND PACKING - IMPERVIOUS SURFACE: ' G.O.br �O 1,200 GAL:5E TANK(8'0x5'H, 4' ED), 0.15 5P /EMPLOYEE EXISTING AREA: 13,508 SF.(1.13SK) TOTAL PROPOSED SANITARY FLOW FOR SGTM No. 1000-qb-2-10.1 = 49000 GPD AREA=80p00 SQ. FT. FINFL.EL = 51.25 Io APPLICANT: ({� TOTAL A.LLOWA13LE SANITARY FLOW FOR 56TM No. 1000-qb-2-10.1 = 1,104 GPD - -50- AREA: 4,264 SF /i•0 ; ° 8'�Oxl5'.EFF. DE GHING POOL No. OF EMPLOYEE 5 = 3 PROP05FD AREA: 14,516 5.F.(1.21%) 0;6T 3 SPACES REQUIRED DOES NOT INCLUDE 6RAVEL PARKING AREA(5) MORTON BUILDIINGS (Y1 G.O. 7_ W/50% EXP ION , , 22355 COX LANE,UNIT NOA � PROPOSED ER05ION CONTROLM RE: 60 f' � �� (GOMMER AL SYSTEM) 45 EXISTING BUILDING E,USE: DWELLING CUTGHOGUE, NY IIg35 a _ ` I SPACE REQUIRED P05TAL DISTRICT: CUTGHOGUE • \ g /a 5T o •. FOR PR ICE SEE DW6 No.3 631-134-4060 1- SANITARY SYSTEM CALCULATIONS: Fo o INSTALL SILT FENCE BARRIER, , 0 NOTE: 2 SPACES FOR RE-51DENTIAL PARKING 501VOL DISTRICT: SOUTHOLD � N SEE DETAIL ON DWG No.4 °� -+tom. O' I PROPOSED SANITARY SYSTEM No.l <<o \ hN _ + LP /N. ARE PROVIDED IN 13L.06 '0 - GARAGE FIRE DISTRICT: SourHHOLD - r I 1 _ hyl , \• EP; f ELECTRICAL SERVICE: LIPA NOTE: FOR BLDG A USE: FARMSTAND, SEE SEWAGE FLOW RATE CHART \ /FAD \ EXISTING RETAINIWALL +/ F " ' / l m /. + TOTAL NUMBER OF SPACES REQUIRED: q WATER 5UPPLY: 5GWA(PUBLIC WATER) BLDG 'A' = I21A2 GPD - 5ANITARY LOAD \ \ \ / I. PROP05ED BUILDING 'D' AND REWORK Q � 85.28 6P0 - GREY LOAD \ To REMAIN w EXISTfNG GRAVEL ti' + TOTAL NUMBER OF SPACES PROVIDED: 14 FLOOD ZONE: WA �j (NO RE5TRM - INCLUDE IN SAN. + �'S 45 OF BUILDING 'A' BY OTHERS. SEE 'd' BLDG �B� = 288.00 GPD - SANITARY LOAD GALG. FROM ANOTHER BLDG ON \ \ PROP 15TY STEEL BLDG /6 ` PING AN� - ,pV E INCLUDING (I) HANDICAPPED SPACE SITE 15 IN 6WM.Z.: IV MORTON BUILDINGS FOR INFORMATION. BLDG G = 21.16 GPD SANITARY LOAD \ �. MANEUVERING AREA o EX. 2 5TY FR. BLDG. �� :K < SITE - PER 560145 NOI No3,REV'D) USE: CHEESE MAKING � x �s _� ,S, BLDG 'D' = 40.32 GPD - SANITARY LOAD \ FIN.FL.EL. ® 425', AREA: I pOB S.F. _ USE: DWELLING,4 BDiZM LL 1,008 5F AREA X 0.04 GPD = \ Q -45 - cij � X Z FLOW TL's: 418.00 6100 (SANITARY FLOW 40 32 GPD \ / x 0 FIN.FL.EL = ±44.41 3 SITE PLAN BASED ON ORIGINAL SURVEY BY: 85.28 6PD (GREY FLOW) \ / /- 'A � � /q AREA: 1,500 5F �� Fo PE ONIC SURVEYORS,P.G. 563.28 GPD (HYDRAULIC FLOW) �4 \ + /0.M/� \ 13 4 G h`ti 9OFp 1230 TRAVELER STREET JAMESPORT, NY IIg41 • 2 LI) - - - 5D / A`� O LAIhVN 9� SURVEYED: JAN. 10, 2001 Q uJ GREASE TRAP = Ix DESIGN FLOW `- - - - _ / `o:S ,� D °'�iti �6g, lye GAR. /91, �0� LAwN T VEY SCALE: 1" = 100'-O" �--� D_ �/ 85.28 6PO x Ix = 85.28 6PD PROPOSED + �y -NO RE5 0.Gy GT 0 REMAIN Iq / , - AND tS� 5EPTIG TANK = 2x DE516N FLOW STORM DRAINAGE SYSTEM /' \ °� �' '�) M. RE5TRN0 ?06, rV 'y��Y x \ ELEVATIONS BASED ON TOPOGRAPHY MAP - 5 EASTERN TOWN5,SUFFOLK COUNTY, NY �-"I O 563 6P0 x 2 = 1,12656 6P0 I - 8'0 x V LIQ. DP LEACHING'FOOL A _ °' TE5T / ' DATED: 10-03-Ig75 N �? NOTE: MAINTAIN A 555 GRADE WITHIN 20 DECK 40 LEACHING POOL = Ix OB16N FLOW/ 15 5F/DAY (OPEN COVER,CONNECT TO LE1VER5 ss UZI HOLE OF SEPTIC SYSTEM,EGIUATE5 To I'DROP 0. 5T \ DATUM: ELEVATIONS ARE REFERENCED TO VERTICAL DATUM BASED ON MEAN m IN ELEV.OVER 20'LAVAL DISTANCE q� ,(%e-°,l REPUTED LOCATION OF SEAL LEVEL OF Ig2q A5 E5TABL15HED BY THE U.S. COAST AND GEODETIC SURVEY 563 GPD / 1.5 5F/DAY = 315 GPD AS SHOWN) FOR DTL 5EE THI5 DWG 6 �sto, /0, �o •�� `�1 `, �i-� USE. 1,500 GAL. GREASE TRAP(8�Xb'DP, 5 EFF. (DEPTH) oo, Miy o -, o �0, I (YP FOR ALL PROP.SANITARY 5Y5TEM5 / �` �l� •• I + EX15TING SANITARY SYSTEM AT SANDY HOOK N.J. 1,200 GAL. SEPTIC TANK 0-00"DP,4' EFF. DEPTH) PROP05ED ER05ION CONTROL MEASURE: 5T�-� M/N \ �(/ TO BE ABANDONED BY REMOVAL, 1 1 \ \_, --- -'`- j/o 1 ! • SEE BOXED NOTE FOR INFORMATION \ NOTES_ -1 I - 8 AXIS EFF. DEPTH 0315 51DEWALL LEAGHIING AREA) INSTALL INLET PROTECTION, Ep'„ LP \ �- /LPA', \ \ I. ELEVATION5 ARE REFERENCED TO FIVE EASTERN TOWNS TOPOGRAPHIGAL MAP � SANITARY LEACHING POOL SEE DETAIL ON DWG No.4 \ \ \ + I I- J�EXIST. WELL TO REMAIN AND BE EP / F \ EXISTING ELEVATIONS ARE SHOWN THUS: 25.0 NOTE: \ // USED FOR IRRIGATION PURPOSES ONLY J \'�F EX15TINC,GONTOUR LINE5 ARE SHOWN THUS: 25 PROP05ED SANITARY 515TEM NO.2 THERE ARE No 5TORM WATER DRAINAGE EXISTING \ �� \ ` <<o \ ENGINEER= FOR BLD6 b',U5E: CHEESE MAKING 5Y5TEM5 EXISTING OR PROP05ED WITHIN 20' \ PROP05ED 5ANITARY SYSTEM No.2 ROP05ED SANITARY 5Y5TEM No.3 \ W�j \ NOT-: SEE 5EWA6E FLOW RATE CHART FOR FLOW RATE OF ANY PROP05ED 5ANITARY 5Y5TEM5 FR. BUILDING / 1,500 GAL GREA5E TRAP(8'0 x6'H,5'E.0), - -� - 1,200 GAL.SEPTIC TANK \� 40 PROVIDE I" WATER SERVICE TO EXIST. BUILDING 'A' PROPOSED BUILDING 'D'AND EXIST. OF \ 1,200 GAL. SEPTIC TANK(8'0x5'14 4' E,D) 1 •(E NF GREASE TRAP = IX DC-SIGN FLOW USE: SHEEP BARN / � � � (8�x5 H 4 ED) BUILDING 'E (K COPPER TUBING). ANY AND ALL 1405E BIBBS TO HAVE CHECK VALVE-5. �P !y SEPTIC X 2X D�SIGNDFLOW 0 40 \ \ NV 561P10 EXPANSION SHOWN 21EFF. DEPTH LEACHING POOL / 8'0x12' EFF. DEPTH LEACHING POOL *5!; Fc . eG O 50.0 (TO REMAIN 50D 6PO x 2 = 100.0 6PD �� FIN.FL.EL. = 42.5' � \ (COMMERCIAL SYSTEM) 50Ai EXPANNSION51ON SHHOWOH(MINIMUM SYSTEM) N SCOPE OF WORK: 0 LEACHING POOL = IX DC-SIGN FLOW/ IS SF/C�AY (NO WATER SERVICE) \ FOR PROFILE SEE DWS No3 Ute/ FOR PROFILE 5EE DWG No.3 z NO RE5TROOM) \ = O � I. BUILD PROPOSED BUILDING D. o 50D 6PD / 1.5 5F/DAY = 33.33 6PD T � � 11 �, U5E: 1,500 GAL. GREASE TRAP(8(PX6VP, 5 EFF. DEPTH) 2. PROVIDE PROPOSED SANITARY AND KITCHEN WASTE SYSTEM. CONNECT TO 1,200 GAL. SEPTIC TANK WOX5'DP, 4' EFF. DEPTH) O \ �� / PUBI_IG WATER AND INSTALL PROPOSED I"� WATER SERV. LINES TO BUIILDINGS A9 3493 C? I - 8"PX12' EFF. DEPTH SANITARY LEACHING POOL 'A', '17' AND 'E'. 0� l (MINIMUM COMMERCIAL SYSTEM) PROVIDE 3. PROP05EDPL.. SLAB FOR DUMP5TER AREA AND ASPHALT SURFACE PARKING OPAREA JEFFREY T. BUTLER, P.E. PROP05ED SANITARY SYSTEM No.3 Fq� 60 \ Foy \ (5 b 4. PROVIDE STORM DRAINAGE AND LIGHTING. 1 1 USE: DWELLING - 4 BEDROOM \ �h'�/ 40 i o \ �o ,q \ " 0 Q FOR BLDG E, _ \ wti \ ?1,i, DELINEATED FOR o EXIST. SYSTEM TO BE ABANDONED BY REMOVAL /560145 5TN05 � _, \ D _ � REPLACE W/A MINIMUM COMMERCIAL SYSTEM (300 6PD) \ 1 SEPTIC TANK = 2X DESIGN FLOW TAX PURPOSES ONLY LEGEND: m� NG LEAGIOOL = IX E516N FLOW/ 15 SF/DAY \ `oWFj� \ O PROPERTY LINE N Q < MARTIAL SITE PLAN THERE 300.0 GPD / IS 5F/DAY = 200.0 GPD THERE ARE NO PROP05ED WATER WELL5 WITHIN �p \ / O NO 5URFAGE WATER5 WITHIN ��'//' }- 150'OF ANY PROPOSED SANITARY SYSTEMS. 300 FEET OF PROPERTY LINE KITCHEN WASTE LINE KIT O F-LI O U_ (D USE: 1,200 GAL. SEPTIC TANK (8'0X5VP,4' EFF. IDEP% \ 0 Z da Q Q I - 8'(PX12' EFF. DEPTH SANITARY LEACHING POOL \ NO WELL5 WITHIN I- FT OF SANITARY SEWER ss ss - PROPERTY LINE � z mLU (MINIMUM COMMERCIAL SYSTEM) 30 15 O 30 60 GO `/ PROP05ED WATER SERVICE ► -- I Z n X } kb GRAPHIC SCALE I. = 30'-O" I _ Z EXISTING WATER SERVICE w w Q < N O < [L STORM DRAINAGE GALG: v A'' o CL STORM DRAIN -sv sD 5v- STORM WATER DRAINAGE STRUCTURE-5 ARE AREA COVERAGE /' SEWAGE FLOW RATE CHART: DESIGNED FOR RUNOFF CREATED BY FLOW ARROW _ � z° Z � O PROPOSED STRUCTURES ONLY. SUFFOLK COUNTY DEPARTMENT OF j4E,ALTH SERVICES STORM LEACHING POOL \ O � I� � < z 6 V DE51G.: 5TRUGTURE/U5E: EX. AREA: PROP. AREA DE51GN SEWAGE FLOW RATE CALCULATION: VOLUME = AREA X RAINFALL X COEFFICIENT AEP APPROVED�f D �� i�� 1�I � < - J RAINFALL = 2"/HR. = 0.161' 5EPTIG TANK/GREASE TRAPd- 55MNT Ist FL. 2nd FL. B5MNT Ist FL. 2nd FL. 5TRU6T. USE FLOW RATE SANITARY GPD GREY GPD HYDRAULIC GPD 5AN.5Y5.DE516: 1R£FEIRENCE NUMBER: G /0- (�-006 i � � per/ � � Z O � � COEFFICIENT OF ROOF = IA ® 1 5TY FR BUILDING N/A 4,264 5F TL N/A N/A N/A N/A FARM5TAND/KIT.: LEACHING POOL I O E-I X LL O BUILDING b' -GHEE-5E MAKING BLDG: 1008 5.F. SEE DRAW NG# �OF�FO2 IAL CONDITIONS ��/ �/ CJ � U5E: FARM5TAND Q w ks) W/KITCHEN SANITARY LOAD 0.03 6PD/5F 121A2 GPD 213.2 GPD TOTAL PROP05ED ROOF AREA = 1008 5.F. PROP05ED 1,008 S.F. x 0.161' x IA = 1b8 G.F. REVIEWER'S INITIALS: EXISTING CONTOUR -6- - 5Y5TEM No.1 VOLUME REQUIRED: 168 GF. p i Ci EY GRLOAD 0.02 GPD/5F 85.28 GPD EXISTING GRADE x 6.0 p U5E: Z © I STY FR BUILDING ±1 00 5F A A A A GEN. INDUST. 0.04 GPD 5F 288.00 GPD 288.00 6PO (I) OPEN' LIQUID DEPTH LEACHING POOL (� W USE: SHEEP BARN WA ,2 W W W N/ / (OPEN�� TEST HOLE 0 � Q OI STY FR BUILDING PROPOSED VOLUME PROVIDED = 2112 G.F. G WA ±544 5F N/A WA N/A N/A GEN. INDU5T. 0.04 GPD/5F 21.76 GPD 21.76 GPD SYSTEM ED U5E: GARAGE FINISHED FLOOR ELEVATION F.FLF1. - O I STY STEEL BLDG WA WA N/A WA 1,008 5F N/A PROGE55 WR FOR 50 6AL/BATGH 50 GPD 50 GPD PROPOSED /� USE: CHEESE MAKING GHEESE MAKING I BATCH/DAY SYSTEM No3 EX15TINO 51TE C.OVERA6E: 13,508 5.F. (1.13%) EROSION CONTROL LEGEND: P A(5 E : GEN. INDUST. 0.04 6PD/5F 40.32 GPD 40.32 6PD PROP05ED PROP05ED 51TE COVERAGE: 14,516 5F.(1.21%) SYSTEM No.1 EX15TIN6 F.A.R. = OD130 (15,558 5.F., 130%) SILT FENCE BARRIER - 2 STY FR BUILDING 1550 5F ±1,500 5F ±1500 5F WA N/A N/A RESIDENCE 300 GPD 300 GPD 300 GPD PROPOSED F.A.R. = 0.0138(16,566 5.F., 13b%) Y, O USE: DWELLING (4 BEDROOMS) r0PR E CONNECTION W/GLEANOUT REQUIRED FOR ALL COMMERCIIAL IN5TALLATIONS 828.00 GPD 85 28 GPD 913.28 GPD FOR PROPOSED SYSTEM'S No. 12 AND 3 INLET TO BE PROTECTED: 2 TOTAL +-550 5F ±13,508 5F ±1,500 5F 0.0 5F 1,008 5F OD 5F ><, 5ANITARY LOAD GREY LOAD HYDRAULIC LOAD NOTES ANDINSTALLATION REQ'MT5 SEE DWG No 3 �iGDHS APPROVAL AREA: U5E CURB DROP INLET PROTECTION OR FILTE=R FABRIC DROP INLET PROTECTION o f �- CAST IRON FRAME AND 6RATEXOVER CAMPBELL 1182 G OR APPROVED EQUAL z SEPARATION DISTANCE REQUIREMENTS FOR BLDG.'E' STORMWATI=R LEACHING STRUCTURES AND X -x -x -x -x -x -x -x F.FL.EL.= t44AI' PROVIDE: WATERTIGHT,INSECT-PROOF ADJUSTABLE AND LOCKING CAST IRON O x USE: DWELLING PROPOSED 4'm HOUSE FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) FINAL GRADE PIPING (OTHER THAN RE5IDENTIAL): 6CHAIN LINK HORIZONTAL SEPARATION 0I5TANCE5 FOR STORM I FENCE W/ GREEN I CHAIN LINK W/PARTT BEDROOM) T AT A1TOF BUILDING O r B8�T FFIG DRAINAGE LEACHING POOLS: x PRIVACY 5LATS -#"'max FENCE W/GREEN!RINCS � N PROPERTY LINE = 10'MINIMUM I Q PRIVACY SLATS EX.GRADE G.I.COVER N ,n u ' 6 ELEV. 41.25' =40DO, EX.GRADE X O IS'PIPE DIA MIN. �`B 9 EX.GRADE G.I.COVER G.I.COVER (SERE BUILDINGS WITH CELLAR = 10' MINIMUM I x b ® ELEV.4188 =4125 =4125 N g IRS MIN.(AS REQUIRED) I APPLICABLE) BUILDINGS ON SLAB = 10'MINIMUM ® ELEV. 40.00' 8 o PIPE, I I WATER SERVICE LINE/LATERAL5/MAI% = 10'MINIMUM I ( TOOL ". '�' A HI6H DENSIT'r POLYETHYLENE(HDPE) ® ® ® ® 1 - " Q w SIZE: UNDERGROUND UTILITIES - 5 MINIMUM x x # d 10 xl0 CONCRETE EDGE 3® 12 O.G.E:J^I. •.� T.D.SLAB® p ® ® ® ® I SANITARY SEPTIC TANK = 20'MINIMUM A I CRN INLET TO SD CONN = 10"m MIN ® ® ® ® ® I SANITARY LEAGHIN6 POOL = 20'MINIMUM PAD FOR ° _ EL.34 29 SD TO 50 CONN = 15'0 MIN ® ® ® �pp ® ® I GREASE TRAP = 20'MINIMUM x DUMPSTER x ° e �__ ______ 20i _ MIN i T.O.SLAB® EL.3824' a ROOF LDR CONN= 4"d MIN rL ° ------ ® ® ® ® ® I PUMP STATION = 20'MINIMUM I • • ,� ____-- Ca z ccj 3 MIN. 4m 5DR 35 PVC LF. 8 ® ® ® ® ® I MANHOLE = 20'MINIMUM x x -� ° IE =3838' IE.=39.13 i v 3' MIN. I ® ® ® ® 1 PRIVATE WELLS = 50'MINIMUM IMBED 103 LF.b Y4'/LF. _ �' IE=3763' ® ® ® o W 2"SAND BAND 4"0 HOUSE TRAP ._ IE =31.25 I ® ® ® ® ® RETAINING WALLS = 10 MINIMUM I I MOUNTING 263 -0.22 DROP MINI Q Q ® ® ® � z O ® ® ® w ® ® I \ WRAP STRUG7URE5 FUEL STORAGE TANKS(BELOW GROUND) = 20' x x 100 GAL 'r' `r " V ® ® �LP� ® `� z S w �- ® ® ® ® ® I WITH FILTER FABRIC ,2 4 m SDR 35 PVG aYe /L.F. _ _ _ _ _ _ WE 6EOTEX 351, BY MINIMUM I I FENCE EDGE I:-O• 2-#5 TOP 4 SEPTIC TANK ST 83'LF.O Y'/LF. =10b'= I � ® ® � ® ® � g v PROPEL x x BEAM TO EXTEND BOT.GONT. b"MIN 0D9 DROP MIN) Q . ® ® ® ® ® I HORIZONTAL SEPARATION DISTANCES FOR STORM 10"MIN.BELOW W/#3 TIES A T BOT OF TANK A EL.33.13' ® ® � ® � ® Q I I DRAINAGE NON-LEACHING 5TRUGTURE5: I I FIN.GRADE 24"t O.G. I ® ® ® © ® ® S ® ® ® ® ® I WATER SERVICE LINE5/LATERAL5/MAIN5 = 5'MINIMUM x PLAN VIE x PROPOSED SEPTIC SYSTEM No.3 FOR 8.0' ® ® ® ® ® ® S EXISTING BUILDING E ® ® ® ® ® ® a ® ® ® ® ® I UNDERGROUND UTILITIES = 5 MINIMUM : : ® ® ® ® ® ® v GREASE TRAP = 5'MINIMUM + + SECTION A � I PUMP STATION = 5 MINIMUM 3 GLEAN (MINIMUM GOMMERGIAL 5Y5TEM) n $ z I NON-RATEABLE SANIMANTARY SEPTIC I TANK = 5'MINIMUM + + DUMPSTER ENCLOSURE DETAIL NOT TO SCALE SAND 'S N 8' DIAMETER SOIL \ O'-o +/ NOT TO SCALE ® ® ® ® ® ® o O 0 O r ,n - 6RouND `�R VERTICAL SEPARATION DISTANCES FOR STORM + + TYPICAL COMMERCIAL SYSTEM REQUIREMENTS: 8'm x 12'EFF.DP. ® ® �; 4 o o ry LEAGNNG POOL ® ® ry o 6 g o o LIAR MATERIAL 6' MIN. DRAINAGE LINES: I. PROVIDE WATERTIGHT,INSECT-PROOF ADJUSTABLE AND LOCKING CAST IRON FRAME _ - (PENETRATION) WATER SERVICE LINES = IS" MINIMUM AND COVER INSTALLED AT GRADE OVER ALL OPENING(TYPICAL). 11565 DATA WELL No.532340.1 A OF U RATEABLE SOIL SANITARY WASTE LINES = IS" MINIMUM 2. PROVIDE 8"THK TRAFFIC BEARING SLABS ON ALL STRUCTURES. DATUM= � BOT.OF POOL a EL.25 25' 3. MAINTAIN 5SK MAX.SLOPE FROM EDGE OF SANITARY SYSTEM OUT 20' IN EACH HIGHEST RECORDED GROUNDWATER LEVEL _ / DIRECTION(TYPICAL) a 10.26'ABV VERTICAL DATiAM /m UNDERLYING SAND AND GRAVEL STRATA SEPARATION DISTANCE REQ'MT5 FOR SANITARY SEPTIC TANKS TESTTiOLE: NO GROUNDWATER FOUND TO�.14.0' / (OTHER THAN RESIDENTIAL): PROVIDE: WATERTIGHT, INSECT-PROOF ADJUSTABLE AND LOCKING CAST IRON MIN.HORIZONTAL SEPARATION DISTANCES: L.STORM DRAINS=20'-0" FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) A.BUILDING W/CELLAR=10'-0" M.CATCH BASINS=5'-0' I. COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. B.BUILDIN6 ON 5LAB=5'-0' (NON-LEAGHIN6) ° ° • 2.COLLAR MATERIAL SHALL BE GLEAN GRAVEL ONLY. G.WATER LINES= 10'-0" N.SAN.L.P.=W-O' CAST IRON COVERS TO 6RADE 3. ALL DRAINAGE 5TRUGTURE5 MUST BE WRAPPED WITH FILTER FABRIG. D.SURFACE WATER(l^ETLAND5)=15'-0" P.PUMP 5TA,6REA5E TRAP FINISHED GRADE ° ° 4.U5E 15" DIA GORRI6ATED HIGH DENSITY POLYETHYLENE(HDPE) HEAVY DUTY PIPE FOR F.PUBLIG WELL=200'-0' OR MANHOLE=8'-0' A INTERCONNECTION OF ON-51TE STORM WATER LEAGHIN6 POOLS 6.PRIVATE WELL= 100'-0' Q.PROP.LINES=5'-0' A.HDPE PIPE 5PE61FIGATION(AA5HTO M-294) H.RET.WALL(WTRPROOF)= 10'-0' R.5WIMMI%POOL=20'-0' 8"MIN,TRAFFIC 24" of NSW YOFK CITY&SONG 19AP P J.U/G FUEL TANKS=20'-0" 5.TOP OF EMBANKMENT OR STS 51-OPE BEARING TOP 800-212-��80 81 B. INSTALLATION OF HDPE SPEGIFIGATIION(ASTM D-2321) " � � _ h B G. WATER-TIGHT JOINT TE5TIN5 5PEGIFIGATION(ASTM 0-3212) K.U/G UTILITIES=5-0 (15%SLOPE OR GREATER)=25-020'MIN �`� 20'MIN � D.GASKET SPECIFICATION(ASTM F-4TT) T.BLUFF=b5'-0' INLET ° www.dignetnycli.com or MIN 4"m :o FLOW LINE yq OUTLET d " d TRAP www.call811.com(for other states) TYPIGAcL STORM HATER SEPARATION DISTANCE REQ'M15 FOR SANITARY LEAGHIN6 5TRICEff;2 5DR 35 PVC PIPE - " ° 4 ° (OTHER THAN RE5IDENTIAU: OR EQUIVALENT MIN.6 0 5DR 37i • ° a PVC PIPE OR • B law,excavators and contractors working MINIMUM HORIZONTAL SEPARATION D15TAWE5: L.STORM DRAINS OR PITCHED MIN. EQUIVALENT, TRAP SIZE Y g in the For safety reasons,homeowners are strongly �..EAGF-I I NC POOL ('SD) DETAIL A BUILDING W/CELLAR=10'-0' REGHAR6E BASINS=20'-0" Y;PER FT. DIM. " five boroughs of New York City and Nassau and encouraged to call as well when planning any PITCHED MIN)b':/FT 4 Suffolk Counties on Lon Island must contact e NOT TO SCALE B.BUILDING ON SLAB= 10'-0' M.GATGH BASINS,NON-LEAGFIIN6= 10'-0' o � (TO SEPTIC TAhVK PLAN 9 type of digging on their property.Homeowners 6ALV.STEEL A 30 Di Net, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by • G.WATER LINES= I0'-0" N.SAN.L.P.=8'-0' OR SSE MAIBU 9 ` D.SURFACE WATER(YETLAND5) = 100'-0' P.PROP.LINES= I0'-0" -1 FRAME d COYER B but no more than 10 working days(excluding calling 811,the national call before you dig V m F.P)BLIG WELL=200'-0' Q.TOP OF EMBANKMENT OR STEEP SLOPE weekends and legal holidays)priorto beginning number. For excavation work completed on O 6.PRIVATE WELL= 150'-0" 05%SLOPE OR 6REATER)=25'-0' z � MONOLITHIC IS G q any mechanized digging or excavation work to personal property, it is the contractor's BASE SEGT ON H.RET.WALL(WTRPROFF)= I0'-0" R BLUFF=65'-0' a� iv ensure underground lines are marked. Excavators responsibility--NOT the homeowner's-to J.U/6 FUEL TANKS=20'-0' S.SEPTIC TANK,PUMP 5TA,6REA5E TRAP • and contractors can also submit locate requests contact DigNet. Having utility lines marked prior T' K.U/6 UTILITIES=5'-0' OR MANHOLE=6-0" - ° . , .° III= online,through ITIC. If you do not currently use to digging is free of charge. T.SWIMMING POOL=20'-0' ITIC,please call 1-800-524-7603 for more info, a u �� CAULK WATERTIGHT °•' TYPICAL SINGLE GREASE TRAP PIPE AND p� o NOT TO SCALE E ,>�,FDR HOUSE CONNECTION NOTES: ,W 3 GAIN.STEEL SLEEVE d G 1L (U5E FOR PROP05ED SANITARY SYSTEM No.1 AND No.2) INV. ELEVATION (PER 5.C.D.H.5.STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTI=MI5 FOR �•-4 X Z •.° OTHER THAN SINGLE-FAMILY RESIDENCES) O PROPOSED 4'm HOUSE CONNECTION PROVIDE: WATERTIGHT,INSECT-PROOF ADJUSTABLE AND LOCKING CAST IRON 4 <. d' PROPOSE FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPIGAL) ° ° ' . • a) A HOUSE CONNECTION 15 DEFINED A5 THE PORTION OF THE GRAVITY 5EI-ER LINE WHIGH EXTENDS FROM THE FACE I{� BILD6. 101PROVIDE CLEAN-CUT AT FAGS OF BUILDING ° DOVER THIGKNE55E5 OF THE BUILDING TO THE SEWAGE DISPOSAL SYSTEMU5Es . O 'CHEESE MAKING' SECTION 3/16" FOR SPAN OF 30" b) THERE SHALL BE A MINIMUM TWO FOOT LENGTH OF GA5T-IRON SEWER LINE EXTENDING THROUGH THE FOUNDATION. W FR-EL= 425' 1/4 FOR SPAN OF 36 4 HOUSE CONNEGTIO S SHALL HAVE A MINIMUM DIA.OF 4 INCHES,UNLESS OTHERWISE NOTED. NO SASE?,-ENT JEX.GRADE �� G.I.COVER EX.GRADE G.I.COVER �� G.I.COVER � " d) NOT USED C� uZ C EX.GRADE G.I.COVER G.I.COVER EX.GRADE 5/16 FOR SPAN OF 4&0e) HOUSE CONNEGTIOrl5 SHALL HAVE A MINIMUM PITCH ON ONE-GIUARTER INCH PER FOOT. r O O ELEV.42.0' �`' a ELEV. 42.0' "' ® ELEV. 42.0' 42D 0 ELEV.42.0' 3/8" FOR SPAN OF b0' f) SLIP RING CONNECTORS OF TPE PROPER TYPE SHALL BE USED AT THE CAST IRON JOINT. IF REQUIRED,A lJl TYPICAL HOUSE TRAP DETAIL I/2" FOR SPAN OF 72' FLEXIBLE PVG 601;?LING WITH STAINLESS STEEL BANDS MAY BE USED TO CONNECT CAST IRON PIPE TO Ph/G m _ --_--_ T.O.SLAB A EL.4102 TD.SLAB a HOUSE CONNECT10,15. THE FLEXIBLE COUPLING AND BANDS SHALL CONFORM TO A5TM CI113. EL.40.42' S) ALL HOUSE GONNEGTION5 SHALL BE PROVIDED W/A GLEAN-OUT AT THE FACE OF THE BLDG. 20"MIN TYPICAL IE= 40.11' ______ I_--� T.O.SLAB® �.3q,5' SCALE: NONE I� HOUSE GONNEGTIO1d5 SHALL BE STRAIGHT. THERE SHALL BE NO BENDS IN SEWER LINES TO THE SEPTIC TANK OR FT •• FOR KITCHEN WASTE ------- GREASE TRAP. IF BEN05 ARE UNAVOIDABLE,REFER TO 5CDH5 STANDARDS FOR SEWAGE DI5P05AL 5y M5 PIPE(SHOWN)AND KITCHEN WASTE PIPE(SHOWN) IE=3986 IE=39.56' SANITARY WASTE PIPE 4'm 5DR 35 PVG oY4/LF. _ IE=39.26' OTHER THAN 51NGL.E FAMILY RESIDENCES FOR REQUIREMENTS. . - IS'TE IE=38.16' I = , 12 LF.a )4/LF. =30 =0.25 DROP(MIN) Q Q :fl 4 4 E 3831 ® ® ® � 4"O HOUSE TRAP 1 ;fl ;n b m 5Gi.35 F. 0Ye /L.F. I/ • -, � � GF PROVIDE: WATERTIGHT,IN5EGT-PROOF ADJUSTABLE AND LOCKING GAST IRON _11JjF1] SANITARY WASTE PIPE �GAL 4 L.F.a Ye'ILF. =1.13'= 1,200 GAL � 4'm 5DR 35 PVG 6 Ye'/LF. ® ® ® � � ® / -----�---..�-•-�-------------,---'••-�-_ OJO'DROP(MIN) SEPTIC TANK ST 40 LF.6 VILE.=1.13'_ ® ® ® � � ® / 1. T`;- COT r Tr r v rr-, ^.-"""T `•- � � ENGINEER: 6RE'A5E TRAP GT LP I FRAME AND DOVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) 4"0 5DR 35 PVG o Y4/LF. 1 I ' 1:`' - 4"MIN ,�P;t.��1.I`'>L.�►3t`31� I��-ari��ti1�x;I,`��:�":"k�L'i�.a.�11�,i: �. Taa�.•�.'' Ib L.F.o Y44U. =4D'=0.33'DROP Mw 6'MIN 0.10'DROP(MIN) ® ® ® ® ® Q ® _ F1N15F{Ep fiR,�UE �F N E� IE o SEPTIC TANK=39 26' BOT OF TRAP a EL.39 37' L `� ® e� , T _�I w�r 24" B MIN TRAFFIC ��Y T BOT OF TANK - / ', (` ..,_ \' ';�.° 24" P � ® E 34.26' ® ® ® ® ® ® C,�('j ( d�Z : 9.0' ® ® ® ® ® r; T r BEARING TOP CO -� 8.0 ® ® � � ® ® 1:.EI+L,s i1Ca,1'��+,I�...fc. __._.®_..__ _ ____ 1E.=3926' ® ® ® ® ® ® / 20 MIN N 1 20" MI N * (INJ°T PIPE-SANITARY WASTE PIPE FROM'BLDG b') ® ® © ® ® ® '' n 7^ rr` 'H FZ `r' -. - � " `�"` D°"TION - - - 440 WR 35 PVG aY4/L.F. _ _ _ _ _ .,Irl".L��tr��t�'�sx rr• �^.s��F`L.o.��I' Y..C�4'�I,+. � 1 a - PROPOSED SEPTIC SYSTEM No.2 FOR Ib LF.a Y4/LF. =4D'=0.33'RISE(MIN) ® ® ® ® ® ® n KENI1:4�JER'S rNITIriL.S: INLET PROPOSED CHEESE MAKING BUILDING 'E' V GLEAN SAND COLLAR ® � ® ® ® N OUTLET 1'0 073493 8'm x 12'EFF.OR ® ® MIN 4'DIA. I 6" FLOW LINE MIN 39 PVG O�FSSI�NP� (COMMERCIAL 5Y5TEM) LEAGHIN6 POOL � ® SDR 35 PVG NOT TO SCALE p OF 1) © ® EQUIVALENT IPIPE OR I PIPE JEFFREY T. ESUTLER, P.E. U565 DATA WELL No.532340.1 BOT.OF POOL 6 EL.2651' / PITCHED MIN. a W RIT EQUIVALENT MIN. DATUM =N6VD24 / / /I Y4 IN/I FT I Q BAFFLE I Ye IN/I FT Q H16HE-ST RECORDED 6ROUrDWAT82 LEVEL = 10.2b'ABV VERTICAL DATUM LC TESTHOLE: NO 6ROUNDWATT32 FOUND TO EL. 19.0' I IJ_ _J z I m PROVIDE: WATERTIGHT, INSECT-PROOF ADJUSTABLE AND LOCKING CAST IRON I I N O O FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) O - LL (� PROVIDE: WATERTIGHT, IN5EGT-PROOF ADJUSTABLE AND LOCKING CAST IRON a a Q Z 10d Q Q PROPOSED 4'm HOUSE GONNEGITON 8 MIN TRAFFIC EXISTING PROVIDE CLEAN-OUT AT FACE OF BUILDING FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) BEARING SLAB Z Ln W BUILDING'A' FINISHED GRADEF I W } �0 BE REEKED)U55 FARM5TAND NOTE: GALG'S AND DESIGN 7 a/ X O O Z Q �g PERFORMED IN ACCOR7ANGE - FR-.EL.= 51.25' iEX.GRAID WITH 5COH5 5PEGS. N 11-- D_ NO BASEMENT ® E EV 41.5' N G.I. --4GOVER ®EX. GRA 1S' C.I.GE =475 N GEL=4C 15'R C.I. 6RAD1S' E °4C.0 R G.I. -GONER EX.GRADE iv U 20l�MIN I a) / / I \ O �I < OI IL ------ ELEV. 41.5 I I / I \ C/) Q t: ------ T.O.SLAB A EL.4652' T.O.SLAB A , Z Q o I v --- }- MIN. 4"� 5DR 35 ®®® � I \ Q Z W 0 ------ _ -_--- EL 4559' __---- 20" MIN PVG PIPE OR TYPICAL IE= 4561' f'-"tel TD.SLAB @ EL.45.0' FOR KITCHEN WASTE y --- ------RNLRE ------- EQUAL, PITCHED ®® 3 I 11- [� Z Z Q PIPE(9HOWW AND KITCHEN WASTE PIPE(SHOWN) IE=453b' `fl IE=44Bb' f ------- SANITARY WASTE PIPE 4'm 5DR 35 PVC aY'1 LF. IE=44.76' `fl IE.=44D'J T ® W _ l \ Q r MIN Ye" PER LIN FT ®® � _� w J J 12 L.F.a y'/LF. =30" =0.25'DROP(HW 4 4 b'm WR 35 PVC a Y'/LF. 4 4 IPTEE IE=4426' _ - - V ® o ® ® ® ® /�� ® � I -� I � N Z LL � I 4"0 HOUSE TRAP SANITARY WASTE PIPE 100 6AL 4 L.F.a '/1-F. =1.13'= 1,200 6AL u' `- 410 WR 35 PVC a)g/LF. ® ® �-Lp� ® 'I 3' MIN. I - t - 2 X u•- O O 4"m 5DR 35 PVG a Y4✓LF. 6REASE TRAP GT OJO'DROP(MIN) SEPTIC TANK ST 4.0 L.F.a )'/LF.=1.13'_ ® © ® � ® � COLLAR U) -F I Q 0 Z N Ib LF.a Y4'/LF. =4D' =0.33'DROP MW 4 MIN b'MIN 0.10'DROP(MIN) ® ® ® ® ® Q ® X11 _I I I 0 I.E.a SEPTIC TANK=44.16' BOT OF TRAP a EL.3933' BOT.OF TANK ®_ ®_ ® ® 'n ® / �b > � _ 8.0' 8.0' ® EL.34.16' ® � ® ® ® ® i11 I I D_ I ,�� I �-_ O I IE.=44.16' ® ® ® © ® ® 1 rV (INLET PIPE-SANITARY WASTE PIPE FROM t'1LD6'A') ®_ ®_ ©_ ®_ ®_ ®_ / , 8,� I Z �- 4 m SDR 35 PVC a Y4 /LF. PROPOSED SEPTIC SYSTEM No.I FOR 16 L.F.6 Y4/LF. =4D'=o33'RISE(M1W J ® © ® ® ® ® '� d EXISTING BUILDING 'A' -/ ® ® ® ® ® ® '� I I V 3'GLEAN SAND DOLLAR ® ® ® ® ® (GOMMERGIAL SYSTEM) 8'm x 13'EFF.DR Ef ® ® / z 6' MIN. PENETRATION \ / NOT TO 5GALE HIGHEST RECORDED LEAGHIN6 POOL � ® ® � INTO A VIRGIN NOTES: \ I / TE; ALL PIPING INSiTALLED 0 OF 1) ® 6RNO WATER m STRATA OF SAND I. GONGRETE TO TEST I UNDER BLDG SHALL BE CAST IRON, x 4000 P.5.1.® 28 DAY5 / AND SHALL REMAIN CAST IRON /11\ U%5 DATA WELL No.532340.1 BOT.OF POOL 0 EL.29.0' - AND GRAVEL 2. REINFORCEMENT MEETS - LEAVING THE BUILDIN6 TO A DATUM=N6V029 ,/ A5.TJ1.A-615,A-185 SPECS - 015TANGE OF V AWAY FROM BLDG H16HEST RECORDED 6ROUNDWATER,LEVEL = 102b'ABV VERTICAL DATUM - / I BACKFILL MATERIAL 3. ALL SANITARY PIPING TO BE PERIMETER. TESTHOLE: NO 6ROUNDWAT ER FOUND TO EL. 19D' (GLEAN SAND d GRAVEL) 4'0 5DR 35 PVG 5AN I TARP LEACH I NG POOL SLP) SEPTIC TANK - 1 .200 CAL. (ST) (GOMMERG I AL SY5TEM) (GOMMER(f,1 AL 5Y5TEM) NOT TO SCALE NOT TO SCALE O THESE DRAWINGS AND ACCOMPANYING,SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXGLU51VE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL 51TE FOR WHICH T HEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANGE OF THESE RESTRICTIONS. VALVE BOX COVER FIN5HED 6RADE e� 1 I i i-1 i I_ -I 11=1 o ° O NOTE: � ° ALL WATER LINES SHALL BE 4'-b" BELOW GRADE,. ADJUSTABLE CURB BOX _ _ _ _ _ _ _ qq �BINGHAM 8 TAYLOR FIG. No. - - - - - - : - . - 4101 BUFFALO TYPE, - - - - _ _ _ - _ _ _ _ 3 z PROPOSED 2"WATER SERVICE COMPLETE OR APPROVED - _ - _ -. _ - (15'MIN COPPER PIPE PRIOR TO CONN POINT) EQUAL• - s9 PROPOSED 2" WATER SERVICE(TRANSITION TO CURB STOP MUELLER H-15204 _ _ - _ : - _ _ _ Q B 2 A < OF APPROVED EQUAL. _ _ _ _ a PVC, PIPE BETWEEN REQ'D COPPER LENGTHS) - - - - _ - _ - _ - _ - : Twin 75 WatL Quartz Bullet floods come pre-assembled and pre-wired on C103 Mo-.mting plate. Lamps supplied. -=---TAMPED BA6KFILL PROP05ED - - - PROPOSED 2" WATER SERVICE _ - - - - - - - - - - : Lamp Info Ballast Info 2" WATER 5ERV'ICE (COPPER PIPE - 15 MIN FROM ALL _ - _ - _ - _ Type: T-4 Type: NIA d� (COPPER PIPE - 15' MIN CONNECTION POINTS(TYP), - "' o " _ _ - - - - - _ Watts: 75W 120V: NIA SUFFOLK COUNTY DEPARTMENT OF IIf,gLTII SERVICES FROM CONN.POINT) TRANSITION TO 2 PVC, BETWEEN CORPORATION STOP MUELLER H-15000 OR VALVE Bf0X SHOULD NOT - - - - Shape/Size: NIA 208v: NIA APPROVED (EQUAL WITH APAG FULL BODY REQb COPPER LENGTHS] _ _ _ _ _ _ _ _ . COME INTO CONTA6•T 14914 Base NIA 240V: N/A d A��w0�'�1E SUPPORT INSERT SERVICE SADDLE / 107. WATER MAIN OR V�4L�/E -. - - - - - - - - ANSI: N/A 277V: N/A REFERENCE NUM.,BER: �((j ^� ry o b S o - - - - ` - - - - Hours: 1,500 Input Watts: 75W EXISTING WATER MAIN _ . . _ . . _ . . _ L4'. a _ . . _ . . _ . . _ . . . Lamp Lumc „1: 1.500 Efficiency, 100% SEEDPJl,�,VIA.TC f 2 OF FOR If�Y O T C NIjITIOINS aEfficacy: 20 LPWREVIEWER'S INITIALS: HATER 5ERVIGE DETAIL PVC, MAIN PVC, MAIN Technical Specifications KT5. _ . . _ . . _ . . _ ULListincl: _ . . _ . . _ . . . _ Suitable for wet locations. Suitable for mounting within _ . . _ . . _ . . - a a - . . _ . . _ . . _ . . . 1.2m (oft) ;,theground. _ . . _ . . _ . . _ . . . a _ . . _ . . _ . . _ . _ . . _ . . _ . . - - . . _ . . _ _ . . _ . . _ . . _ - - -. - Housing: -. - - - - -. - - - - - - - Precision die cast aluminum, 1/2" NPS threaded arm �N5TALLAT�ON REG2U�REMENT5 FOR WATER SERV16ES - . with locking swivel and EZ Grip lock nut fits all standard -. BLZ?GIG-G�lLTH-Sl�FF1G1E1�lTT�4REf3 CIF_ : mounting covers, - CONCRETE A6AIN5T SUITABLE - (TAKEN FROM 5UFFOLK COUNTY WATER AUTHORITY, APPENDIX 3) - - �INDISTURI3ED - - - . . - - - - - G. PIPING REQUIRIN6 JOINTS IN WHICH A CHEMICAL SOLVENT - - - . 5O L- - - - - _ - 50x1_ Aa APPROVED BY.THE . . - . INSTALLATION OF SERVICES--SUBDIVISIONS _ •EI�INEER•-DD�yE-TAIL-UNDERNEATH : Lens Gasket: INSTALL PIPING 4 I/2'DEEP FROM THE HOUSE TO THE EX15T1NG STUB I5 UTILIZED 15 NOT ACCEPTABLE.(BRASS GOUPI_IN55 ARE _ - _ - _ - _ - _ - - - - - -AND-51DE-5 IN SOLID DIRT. - - High temperature silicone gasket stays in place during VAULT(TIE IN AT AUTHORITY'S COPPER TAIL) REGIUIREDU - _ - _ _ _ _ - - - - - - _ - . INSTALLATION OF SERVICE'S--EXISTING STREET E WATER MAIN D. TWENTY(20')FEET OF COPPER 15 REQUIRED FROM INSIDE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - relamping. I. INSTALL PIPING ON THE PROPERTY,4 1/2 FEET DEEP FROM THE THE BUILDIN6 TO THE START OF THE PLA5716 PIPE. _ - - - - BUILDING TO THE PROPERTY LINE.A MINIMUM I'SERVICE LINE 15 SERVICE LINE INSPECTION PROCEDURES - - - - - - - - - - - - - - - Reflector: REQUIRED I. GALL THE NEW SERVICE DEPARTMENT TO REQUEST AN Semi-s ercular anodized aluminum. (m 2. LEAVE A I'RI5ER ABOVE THE GROUND LEVEL AT THE PROPERTY INSPECTION WHEN YOUR WORK 15 COMPLETED.(ONE BUSINESS p LINE MT14 THE END CRIMPED. DAY ADVANCED NOTICE 15 REau1RED) TYP I GAL IN LINE MATER VALVE I N5TALLATI ON 3. SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND 2. SOMEONE MUST BE PRESENT ON THE DAY OF INSPECTION. Sockets: O SUBMITTED AT TIME OF INSPECTION.MEASUREMENTS ARE TAKEN 3. IF REINSPECTION 15 NECESSARY,A 425.00 FEE MUST BE PAID NOT TO 5GALE PRIOR TO THE REINSPECTION Porcelain Mi-pin GY 8 base with gold plated contacts �T� t- FROM TWO AT NEAREST CORNERS OF THE BUILDING A THE END OF 4. LEAVE THE TRENCH OPEN.DO NOT BACKFILL THE TRENCH UNTIL and 250° (", socket wires. YOUR PIPE AT THE PROPERTY LINE.SERVICE LINE MEASUREMENT OUR INSPECTOR HAS APPROVED THE SERVICE LINE. ^ 'THE EN ARE AVAILABLE AT THE OPE SERVICE SHOULD BE 10 5. IF THE SERVICE LINE INSPECTION PASSES,THE END OF THE PIPE F+i m 4. THE END OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 FEET Lens: AWAY FROM ANY OB5TRUGT1ON SUCH A5 TREES,TELEI'IHONE POLES, BY THE CURB WILL BE PAINTED BLUE IF SERVICE IN5PEC•T1ON CATCH BASINS,OR DRIVEWAYS AND SHOULD BE AT A LOCATION FAILS,THE END OF THE SERVICE WILL BE PAINTED RED. Thick, tempered glass. APPROXIMATELY OPPOSITE THE POINT OF ENTRY INTO THE b. PLEASE DO NOT GALL OUR OFFICE UNTIL 4:30 P.M.IF YOUR EXISOTING f--r-I d- X INSPECTION FAILS. BUILDING. Finish: t'n 5. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST EWERS THE 1. NO OTHER UTILITIES(E.6.6A5,ELECTRIC,GABLE TV,ETC) � � BUILDING. 5RALL BE BURIED IN THE WATER SERVICE TRENCH. Our environmentally friendly polyester powder coatings 15TY FR. BUILDING )� b. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A lO FOOT IES`SM are formulated for high-durability and long-lasting color, USE: FARM5TAND � X Z CLEARANCE FROM WATT SERVICE. AFTER ALL OF THE ABOVE HAS BEEN COMPLETED'GALL THE NEW and contalins no VOC or toxic heavy metals. 0.0 (TO BE REWORKED) INSTALLATION OF SERVICES--EXISTING STREET STUBS `SERVICE DEPARTMENT TO HAVE THE METER SET.WE MUST HAVE THE .00 ,00 .0.0 1 O I. INSTALL PIPE 4 1/2 FEET DEEP FROM THE HOUSE TO THE EXISTING HOUSE N�BER BEFORE THE METER CAN BE SET• STUB VAULT(TIE IN AT AUTHORITY'S COPPER TAIL) TAP LETTERS Replacers:ent Lamps: 01 O.o .o.o .o•o .o.o T 2. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE TAP LETTERS CAN BE RE`GLIESTED AFTER ALL FEES HAVE 13EBI PAID, .0.0 ,0.0 '01 .0.0 .0.0 O LU WATER SERVICE HAS BEEN ESTABLISHED AND THE METER HAS BEEN ,0.1 01 CL f/ N BUILDING. (2) QUARTZ DUAL BULLET KIT ,0.1 .o.l 0.0 .o.o 5PFGIF166DON5 SET. MODEL No. QB213 .o.o 0.1 l •01 I. TYPE 'K"SOFT COPPER TUB1t46,MINIMUM SIZE I' INSIDE(DIAMETER. NO77GE: IF INSTALLING SEPARATE HOT WATER HEATERS,SEPARATE Installati;,:�: 0.1 .0.1 0.1 ,0.0 ,0.0 O 2. GU5TOMER'S VALVE EXPANSION TANKS SHOULD BE INSTALLED. MOUNTING HEIGHT = 8 ABV GRADE 0.2 .0.2 .0.1 OD = O A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE SWUTCHIN6 SERVICE TO HOMEOWNER--THE BUILDER CAN BRINE IN A Twin 75w ,'-:ood Kit pre-assembled on C103 plate for 0.0 00 02 0.1 0.1 °1 00 0.0 .0.0 � N BUILDING. SIGNED APPLICATION CARD 516NM BY THE BUYER,BUT IT MUST BE easy insta:Ilation. 0.0 0.0 ' 01 0.1 .0.1 •01 p 1 0.0 p.0 tY� 3. PLASTIC PIPE SPECIFICATIONS: FILLED DRIVEROUT COMPLETELY INING�I�SOCIAL IL S CURITYADDRESS, 0.0 O.I 03 0.2 ,0.2 ♦ 0.1 0.1 0.0 0.0 . 00 A. PIPE MANUFACTURED AND DB16NED FOR USE IN POTABLE0.1 0.1 0.0 • CONTACT PHONE NUMBER.IT 15 RECOMMENDED THAT THE 13UIL -EER Patents: 00 .0.0 0.2 0.2WAT ,0.2 0.1 00 ,0.0 WITHIR 5YSTEM5 CAN BE INSTALLED FROM THE N 20'FROM E PROPERTY LINE. LAST�o�o THE NG TO E5TABLI5H THE ACCOUNT AND GALL FOR A DISCONNECTION OF RAB sensor and fixture designs are protected under Oo 0.0 .o.0 0.0 ' .o.0 0.0 ,o.0 0•I ,o,I 02 0� 02 .o� 0.1 Al 0.1 0.1 00 00 .o•o .0.0 PROPERTY LINE MUST BE"K'SOFT COPPER TUBING. 5�1/IGE,ALLOWING THE BUYER ONE WEEK TO ESTABLISH SER\hGE IN U.S. and International Intellectual Property laws. 0.1 O.I •01 S 0.4 03 Al 0.10.0 11-1 B. PIPE SHOULD BE CLA551FIED TO WITHSTAND WORKING HIS/HER NAME. .0.0 0.1 01 0.1 01 0.0 0.1 0 .0.3 .C3 `0.2 01 .0.1 .Q1 '0.0 ,0.0 • F� LU PRE55URE OF 200 P.S.I.(WITH BUR5T1N6 PRE55URE RATED AT .0.1 01 •01 0.0 Ob 0.4 ,0.4 ,0.2 0.1 0'I 0.0 0.0 LEAST TWICE THE WORKING PRESSURE) 0.0 .0.1 ,o.T 0.1 ,0.0 0.2 ,0.2 0.1 .I .0.0 .0.2 •0.3 ,Ob ,p.4 •0� 0.1 .0.1 , .0 00 0.1 0.1 .0.1 ,0.1 .0.1 .OD ,0.4 0.b 0.T ,0.4 0.3 -0 .1 Al 0.1 0.0 0.0 ENGINEER: .OD ,0.0 0.0 ' " 0.3 .0.2 .0.2 ,0.1 .o.l .0.1 0.0 0.1 0.6 J 0 J.T J.1 0.T 0.4 •0.2 ,0.1 .0.1 0.1 ,0.0 ,0.0 OF Ir 00 0.0 '0.1 0.1 .0.2 0.2 0.1 .0.0 .0.2 .25 Jb J3 0� ,0.2 .0.1 .o.l �P( F� 03 0.2 Al .0.1 0.q 0.4 0.1 O.o co FpEY ,01 ,0.2 ,0.1 *0 01 0. •25 J.9 0.1 0.1 * F O O ,0.0 0.1 03 ,0.2 0.2 ,0.1 .0.1 .0.0 .4S .0.4 03 .0.2 ,05 0.4 .0.1 .0.1 •21 J.0 0.1 0.1 EXISTING 0.2 .0.2 ,0.1 D .4. 0.1 .0.1 n A RAB NOTES: O.o 01 0.3 .o.l A o.2 0.4 .0.4 0.1 .0.1 .O.T .0.4 15TY FR BLDG m � THE L16HT LOSS FACTOR(LLF) 15 A PRODUCT OF MANY 0.2 05 0.6 � 0.4 0.3 0.2 J.2 0.1 .0.1 0.1 U5E:GARAGE 36 MIN.LENGTH FENCE WOVEN WIRE FENCE(MIN. o•T 0.6 0.l ,o.l �ROP05ED ,0.2 .0.2 w VARIABLES,ONLY LAMP LUMEN DEPREGIATION (LLD) HA5 BEEN 0.6 •0•b ' 0.3 0� ' 15TY STEEL BUILDING 03 ,oD 0.0 ` °`' 4u INT2"X4"WOOD FRAME POSTS DRIVEN MIN 16' 14 SH 5PACI W/MAX.b' APPLIED TO THE CALCULATED RESULTS UNLE55 OTHERH15E NOTED. 0.4 J.T J.l 07 0.4 01 USE:6W±5E MAKING 0.1 .0.1 •0•I 0I O.o 'O 3493 ,0.b J.0 0.1 .0.4 •0.2 • FIN FL.E.@ 425' 0 0 0 0 O M�.,FI SPAUN6) THE LLD IS THE: RESULT(QUOTIENT) OF MEAN LUMENS / INITIAL AREA: 1,00b 5F .0.0 �SSIONP � 10' MAX.G. TO G. J•9 •25 b J� 0.3 0.0 . . 0.0 - • 9 � C� D3 _� STAKE LUMEN5 PER LAMP MANUFACTURER'S SPECIFICATIONS. 25 J9 Oq ,0.4 k •4 04 JEFFREY T. BUTLER, P.E. n 2 FABRIC " ILLUMINATION VALUES SHOWN (IN FOOTCANDLES) ARE THE .4.1 2.1 J.o PREDICTED RESULTS FOR PLANES OF GALGULATION EITHER J2 0T • • HORIZONTAL,VERTICAL OR INCLINED AS DE516NATED IN THE 02 04 Q CALCULATION SUMMARY. METER ORIENTATION 15 NORMAL TO THE .os Q -I II7- v HIEI6HT ol= PLANE OF CAL'GULATION. ® EXI5TIN6 � T (I I I-I I II- 11II v I I ' y FILTER 15T(FR.BUILOIN6 }- �- =�=1�1-11{ °a v �WJ w ,v �, .v =Ib'MIN. U5E:SHEEP BARN N O -7 7-7 z THE GALGULf«TED RESULTS OF THIS LIGHTING SIMULATION (TO REMAIN) -111 1m=III v � p`� °Q� REPRESENTS IND ANTICIPATED PREDICTION OF SYSTEM FIN.O RE -IN) �S1 < }- ��' PERFORMANGF ACTUAL MEASURED RESULTS MAY VARY FROM nl O CQ DROP INLET BURIED FABRIC THE ANTICIPATED PERFORMANCE AND ARE SUBJEGT TO MEANS [� LL WITH GATE �FECTIVE�� AND METHODS-)IWHICH ARE BEYOND THE CONTROL OF RAB 0 W Z "� O }- Q FRAME 36"MIN.FENCE POST-� LIGHTING, INC. Q LU O q] LU} �d * MOUNTING HB6HT DETERMINATION 15 JOB 51TE SPECIFIC,OUR T � I O O HOVER WIRE FENCE(MIN 14 I/Z GAUGE W/ N I (V Ir- �•-- �~ p LIGHTING SIMULATIONS, ASSUME A MOUNTING HEIGHT (INSERTION QL O MAX 6 MESH SPACING)NTH FILTER CLOTH PLOW z POINT OF THE LUMINAIRE 5YMBOL) TO BE TAKEN AT THE TOP OF v (� CL W THE SYMBOL FOR CEILING MOUNTED LUMINARIES AND AT THE GATHER EXCESS AT 1�D15T p�q D BOTTOM OF TUE SYMBOL FOR ALL OTHER LUMINAIRE MOUNTING ►-� CORNERS I I I II CONFIGURATIONS. t� t� Cry �1 t�I a Q V coMPAcrID SOIL * RAB LIGHTING, INC. LUMINAIRE AND PRODUCT DESIGNS ARE PARTIAL PLAN - I- ROI-05Lv L I&HTI I & z � < Z O A MIN. FILTER CLOTH PROTECTED UNDER U.S. AND INTERNATIONAL INTELLECTUAL SCALE: I" 20'-0" LL O A MIN.OF b" IN GROUND. j4' --r PROPERTY LA A5. GO STRUGTION SPEGIFIGATIONS st�lloN�� ENERGY ANALY515 AND /OR V15UAL 51MULATION5("LIGHTING DESIGN") PROVIDED BY RAB LIGHTING, ING. ('RAB') Z O Q I PATENTS ISSUED OR PENDING APPLY. THE LIGHTING ANALYSIS,EZ-LAYOUT, I.FILTER FABRIC, SHALL HAVE AN E05 OF 40-85. BURLAP MAY BE U5ED FOR SHORT REPRESENTS AND ANTICIPATED PREDIGTION OF LIGHTING 5Y5TEM PERFORMANCE BASED UPON DESIGN PARAMETER5 AND INFORMATION PROVIDED BY X IL O TERM APPLIGATION5. OTHERS. THESE DESIGN PARAMETERS AND INFORMATION PROVIDED BY OTHERS HAVE NOT BEEN FIELD VERIFIED BY RAB AND THEREFORE ACTUAL Q O N O O 2.GUT FA13RIG FROM A CONTINUOUS ROLL TO ELIMINATE JOINT5. IF JOINTS ARE NEEDED GON5TRUGTION 5PEGIFIGATION5 Luminaire Locution Summary MEASURED RESULTS MAY VARY FROM THE ACTUAL FIELD CONDITIONS. RAB RE60MMEN05 THAT DESIGN PARAMETERS AND OTHER INFORMATION BE v F- d- THEY WILL BE OVERLAPPED TO THE NEXT STAKE. FIELD VERIFIED THE REDUCE VARIATION. LL - O LumNo Ta (( Label Mtg Ht Orient Tilt RAB NEITHER WARRANTEE5, EITHER IMPLIED OR STATED WITH REGARD TO ACTUAL MEASURED LIGHT LEVELS OR ENERGY GONSUMPTION LEVELS A5 O 3.5TAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. METAL WITH A I.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE Po5T5 WITH WIRE TIES � .: MINIMUM LENGTH OF 3 FEET. OR STAPLES.P05T5 SHALL 13E STEEL EITHER"T'OR"U"TYPE OR HARDWOOD. I A (2) QB2B 8 226.08 60 COMPARED TO TH05E ILLU5TRATED BY THE LIGHTING DE516N. RAB NEITHER WARRANTEES, EITHER IMPLIED OR STATED,NOR REPRE5ENT5 THE O 4. MINIM STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IS 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE APPROPRIATENESS,COMPLETENE55 OR SUITABILITY OF THE LIGHTING DESIGN INTENT A5 COMPLIANT WITH ANY APPLIGABLE REGULATORY CODE � � Z W FENCE WITH TIES 5PAGED EVERY 24"AT TOP AND MID 5EGTION. 2 A (2) QB2B 8 221.495 b0 REQUIREMENTS WITH THE EXCEPTION OF TH05E 5PEGIFIGALLY STATED ON DRAKINC75 CREATED AND SUBMITTED BY RAB. THE LIGHTING DE51ON 15 Z. ED INCHES DEEP. 5PAHIND T GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF FENCE SHALL BE WOVEN WIRE,12 1/2 GAUGE,6'MAXIMUM ME5H OPENING. Total Quantity: 2 155UED, IN WHOLE OR IN PART, A5 ADV150RY DOCUMENTS FOR INFORMATIONAL PURP05E5 AND 15 NOT INTENDED FOR GON5TRUGTION NOR A5 BEING : O WIRE MESH BEHIND THE FILLER FABRIC FOR SUPPORT. PART OF A PROJEGT'5 GON5TRUGTION DOCUMENT PACKAGE. O 5. FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT 3.WHEN 11^l0 SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. LAPPED�'51x INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER x, b.A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE GRE5T OF THE FABRIC MIRAFI IOOX,STABILINKA TI40N,OR APPROVED EQUIVALENT. Luminaire 5Ghe..,&Ie FOR OVER FLOW STABILITY.MAXIMUM DRAINAGE AREA I ACRE 4.PREFABRICATED UNIT5 SHALL BE 6EOFA5,ENVIROFENCE,OR APPROVED EQUIVALENT. 5ymbol Tac3 Qty Label Arrangement TI Lamp Lumens Lum. Lumens LLF Description Lum. Watts Arr. Watts Total Watts Filename 5.MAINTENANCE SHALL 13E PERFORMED A5 NEEDED AND MATERIAL REMOVED WHEN '13UL6E5"DEVELOP IN THE SILT FENCE. A 2 QB2B 2 ® 900 1500 152 1.000 Quartz Dual Head Bullet Kit - 15W 15 150 300 QBI - L5121865.IE5 PA(5E : FILTER FABRIC U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE DROP INLET NATURAL RESOURCES GON5ERVATION SERVICE SILT Galculation 5u►nmary .EFFREY T. BUTLER, P.E. 15 NOT RESPONSIBLE FOR SAFETY NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL GON5ERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION AND SECURITY RI5KS DUE TO INADEQUATE L16HT LEVELS. NEW!YORK STATE 501L d WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE 501L H WATER CONSERVATION COMMITTEE FENCE Label Description GoIcTIfe Units Avg Max Min Avg/Min Max/Min Pt5pcLr Pt5pcTb THIS 15 NOT A RECOMMENDED L16HT LAYOUT. IT 15 A 4 DE516N BASED UPON THE 50UTHOLD TOWN CODE - SECTION GOICR5 Site Readin s Taken at 0'-0" AFC, Illuminance FG 0.06 4.5 0.0 N.A. N.A. 5 5 280-12q AND SUB-SECTION 112 - EXTERIOR LIGHTING O THESE DRAWINGS AND ACCOMPANYING 5PEGIFIGATION5,AS IN55TRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND T-1EIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERM155ION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF AGGEPTANGE OF THESE RESTRICTIONS. BLDG INFO / AREA COVERAGES 55 SRoq° Ex.AREA: PROP.AREA O ° DESIG.: STRIJGTURENSE: EX15T B5MNT 1st FL. 2nd FL. BSMNT Ist FL. 2nd FL. �,4 �c�. �9UTIL POLE FOR WORK IN THIS AREA: \ �ro la F cr 1? J I STY FR BUILDING WA 4,264 5F N/A WA WA WA N%, � \ \ PROPOSED PARTIAL SITE PLAN, �G LOCATION o C�� a ° a' USE: FARM5TAND �� D( �� WO/F �-f/,y� ° \ tis eR,a � � a 157Y FR BUILDING WA (7,200 5F WA WA WA WA \ No SANITARY SYSTEM WITHIN SEE DRAWING No.2 FA F o F o �N e9 G B USE: SHEEP BARN �� ' MINNIE EORAWA ''�O /Z}-9 \ \ 200 FEET OF PROPERTY LINE PROPOSED PARTIAL LIGHTING PLAN �r`°"� �� ° x56.0 \ © I STY FR BUILDING N/A ±544 5F WA WA WA WA 55 �� \ Al` 'I 'U IL POLE NO 5URFAGE WATERS WITHIN USE: 6ARA6E \ O� �. \ ✓ �, 300 FEET OF PROPERTY LINE SEE DRAWING No.4 °FAor� Z ° z O I STY STEEL L.BL.D6 WA WA WA WA 1.008 SF WA � � 13 \� UCHEESE MAKING \'\ \ 60 ' \�0 NO WELLS WITHIN 150 FT OF NF 5 p 2 STY FIR ±550 5F ±1,500 5F ±1,500 5F WA WA WA © USE: OVELLINR BG w '' PROPERTY LINE ` -\deo \ ' a_ .. AREA TOTALS: X550 5F ±13508 5F ±1500 5F O 5F 1,008 5F 0 S.F. R z5 S N *QU + 6,9ysl9 OPS <i,�Gtw P £"h' w EXISTING SITE COVERAGE: 13,508 S.F. (1.13;5) ! -50- - - `1 \: •�� PROPOSED SITE COVERAGE: 03 14,516 5F.(1210 / \ EXIST p ° 43 / / / \ a^y r p UTIL POLE Rq F ' .:... N S� EXISTING F.A.R. = 0.0130 (15,558 S.F., 1300 ��,• \ ,. ,Y.;_„ PROPOSED F.A.R. = 0.0138(16,566 S.F., 13855) h "' EXIST.O.H ELEGT SERV TO REMAIN 9�L249 s zs i u- FALLOW .. ;....''.:':...': .,:,.;••... / �� L " l2yl:,,f?R .fi- EXIST.FARM STAND/ F / I FIELD S� "\, LgN U�! Ifi�c ;'%'` - STORAGE BLDG 'l foo• �'qs .. �'cs `-r O o NO 15 / I (TO BE REWORKED) I O Z LOGATI Old MAP7 4 50 o $ o 0 LAWN ® 6 Fo A \ NOT TO SCALE 15TY FR / 0' �- p� BUILDING(TO BE PRI OPOSED SITE PLAN: I SITUATE AT: J aQ REWORKED ::..EX GRVL PRK6a ..•. \ GUTGHOGUE /0 ��' FD hiANE1JyER1NC7f�•': \ I �`' Glc `:•:\, ICA.. "<. 6`S?• \ TOWN OF 5OUTHOLD WO/F /° / ` oF�4 a \ .. 8, SUFFOLK COUNTY, NEW YORK eS�i.T.M. 110. �oiy� .:.. 1p LAWII� \ 5(.TM NO.: 1000-q6-02-10.1 d 10.2 GUTGHOGUE FIRE DISTRICT �� I F EX.RET.WALL % \ ( N 1000-qb2-10.1 �° TO REMAIN h��9_ Fo ZO INC DISTRICT: AG AGRICULTURAL CONSERVATION © EX.GAR.' h1 , �, sF \ CURRENT U5E: FARM RESERVED AREA - OD TO REMAIN \ � - OFA PROPOSED USE: N.G. 55 / (DEVELOPMENT R16HT5 INTACT) ( 60 26.4'x 20.6' 6' >< \ �►�,� FEMA FLOOD ZONE: N/A AREA: 8opoo 5.F.(1.84 AG) EX. DECK "T \ ATO REMAIN x41.5 SI DATA: \ �� / ` 45 (E USE: EXI5TING: PROPOSED: o I \ OVERALL SITE: FARM I,Igq,215.5 S.F. N.G. / \ \ / EX15TING p� 3 •[EX. \ \ 3 (127.5302 AC) FR.BARN - 8I .2 STY FR. (TO REM ) / \ 1HOU5E REMAIN \ \ FCR BUILDING INFO / AREA COVERAGE SEE CHART (THIS DWG) 9• IO�o0p. x55.2 l / 6°0, p PROP05ED CHEESE / IMPERVIOU5 SURFACE: \ o Fo 42A5Q40FALLOlW 300 FEET OF PROPERTY LINE L \ b 40 EXISTING AREA: 13,508 S.F. (1.1355) m NO SURFACE WATERS WITHIN /' �' � I ��0� Fo FFOFC •./ \ / FIELDS �p ./ / Ip~ PROPOSED AREA: 14,516 S.F.(1.210 O / \ I I �/ / b (DOES NOT INCLUDE GRAVEL PARKING AREA(5) d) NO WELL5 WITHIN 150 FT OF Vi /F B.Ox p PROPERTY LINE I �� O �'. i P05TAL DISTRICT: CUTCHOGUE APPLICANT: W N FALLOW j i ! 35 56"L DISTRICT: SOUTHOLD MORTON BUILDINGS FIELD FIRE DISTRICT: 5OUTHHOLD !'-�-I V - / 22355 COX LANE, UNIT No.4 m h��• I FALLOW 1 �� ?oma, ELECTRICAL SERVICE: LIPA CUTCH06UE, NY IIg35 FIELD I I NOTE: LINES OF DELINEATI9N- / i \ WAFER SUPPLY: 50WA(PUBLIC WATER) 631--r34-4060 ..� � ),.- ., WO/F / \ FLOOD ZONE: WA W m x RHX CORP. • / I SHOWN HEREIN ARE USED/FOR 30 51TE 15 IN 6.W.M.Z.: IV K < I I \ TAX PURPOSES ONLY /� 51TE PLAN BA5ED ON ORIGINAL SURVEY BY: � x z 55 I I / PEGONIC 5URVEYOR5, P.G. 1) \ , I I 0 I / x41.5 / / 1230 TRAVELER STREET JAME5PORT, NY IIgI 41 • 1 cj z x56D SURVEYED: JAN. 10,2001 I \ ' �' / I T_ � ��aA 4�5 IRR16 ION .\ x28.0 50PVEY 50ALE: I" = 100'-0" WLk Fes/ \ x31.0 i \ ELS'/ATION5 BASED ON TOPOGRAPHY MAP - 5 EASTERN TOWNS,SUFFOLK COUNTY, NY / Z s,/�, \ \ ` _ DATED: 10-03-Iq-15 O G ATUM: ELEVATIONS ARE REFERENCED TO VERTICAL DATUM BASED ON MEAN 30 FFIELDw O \ /. PEAL LEVEL OF Ig2q AS ESTABLISHED BY THE U.S. COAST AND GEODETIC SURVEY G ''w \ `- -� � �v4 NO SURFACE WATI�ZS WITHIN AT SANDY HOOK N.J. � / I \ \ \ 5L.T.M. No. /per �► / x345 300 FEET OF PROPERTY LINE .. IS) I• \ 100"6 2-102 0 /�v h-- -� ,yQLw DEVELOPMENT RIGHTS EASEMENT �� / P' p`� Ohs, NO WELLS WITHIN 150 FT of j TE5: oo� / I \ \ (DEVELOPMENT RIGHTS SOLD) }`� x38.5 / ,; r�O PROPERTY Llr� I.ELEVATIONS ARE REFERENCED TO FIVE EASTERN TOWN5 TOPO6RAPHIGAL MAP �^•j / / ' AREA: I,IIq,213.2 S.F.(25bg36 AG) / / .� J x37.0 EXISTING ELEVATIONS ARE SHOWN THUS: 25-0 \\\ \ I N/O/F ANN MARIE GOERLER REVOGABLE LIVING TRUST EXISTING CONTOUR LINES ARE SHOWN THUS: 25 NEER: TOWN OF SOUTHOLD ,��OF NF� FALLOW (DEVELOPMENT RI6HT5) �P' EY T. x57.\ \ \ FIELDv THE UNDERSIGNED,PURSUANT TO SOUTHOLD TONVN CODE SECTION * >�vG�< ^?� I /-qp��• 3 280-131(n,ACItNONVLEDGFS THAT THE CONDITIONS OF THE SITE PLAN r, \ \ \ �c I 1 •'� x34.5 , A PPROYA1.1T FORTH IN TFIE RESOLUTION OF APPP.OVAL DATED SCOPE OF WORK: m 2 w I 1 120 ARE ACCEPTED(SEE CONDITIONS ON RESOLUTION). PLE 3E RINT ' IE L BUILD PROP05ED BUILDING 'D'. (P \ \ ��• / \ NG�j�, I \ I - - ` 2. PROVIDE PROPO5E1? SANITARY AND KITCHEN WASTE SYSTEM. CONNECT TO PUBLIC >3493 \ \ T� I _ WATER AND INSTALL PROPOSED INP WATER SERV. LINES TO BUILDINGS 'A' 'D' AND V. 9 a \ \ \ \ �ry \ \ O'4D \ p0 ' \ cSs 40 fHOR1c: S. NN: URE TIT E DATE 3. PROVIDE PROP05ED P.G. SLAB FOR DUMP5TER AREA AND ASPHALT SURFACE FOR FS S ION 60 l I APPROVED I:Y H.G.PARKING AREA TOWN OF SOL?HOLD PLANNING BOARD 4. PRO`,/IDE STORM DRAINAGE AND LIGHTING. JEFFREY T. BUTLER, P.E. SHEET INDEX ZONING INFORMATION: N O 60 \ NOTE:The approved site develop!hent plan shs?l be valid for a period of eighteen(18) s 1.OVERALL SITE PLAN m 36Q \ I \ :�, T • I x44.0 months from the date of approval as per code section 280-132A. A6RIGULTURAL GMERVATION AG 2.PARTIAL SITE PLAN LOT SIZE;80;000 MIN No 5URFAGE WATERS WITHIN j�\ . \ \ \1O• \ . 3.DETAILS EXISTING: I,Iq S.F..F. MI S.F. (215302 AG) 300 FEET OF PROPERTY LINE \ \ 1 \ \ I 4.PARTIAL LIGHTING PLAN Oj O . . Q \ \ \ \ PROPOSED: N.G. - NO wELL5 WITHIN 150 FT OF \ \ ) I I I \ 0 u_ PROPERTYLINE \ \ / FALLOW / I \ ' \ I \ I 5 LOT WIDTH, STING: 1164.38' w O Lu \ \ \ FIELD / I \ \ \ 35 PROPOSED: N.G. v Z Z O K z Z CD > O \ / / LEGEND: LOT DEPTH;250' MIN z W �N / Tj / EXISTING: 1,1313' ^ 2 O < 0. PROPERTY LINE 1+1 < ! Cz CL PROPOSED: N.G. U- N F- C� < 1E'0 / / KITCHEN WASTE LINE KIT In N/O/F RHX CORP. \ / \ \ I I \ q0 / \ \ \ \ x35.0 / FRONT YARD SETBACK;60' MIN I� Q v \ / \ ss- EXISTING: Ilb z SANITARY SEWER PROPOSED: 1485' _ < z PROP05ED WATER SERVICE "- REAR YARD SETBACK: 15' MIN J O J Fisc EXISTING WATER SERVICE w w EXISTING: 811.2' 6 c) 50 \�D \ \ \ \ oYj� x405 I PROPOSED: q41.2' X LL O O I STORM DRAIN -5° 5D 5°- 510E YARD SETBACK 20' MIN w O N NO SURFACE WATERS WITHIN \ I \ \ \ /� / \ \ FLOW ARROW r--� EXISTING: 183 8 LL - Q 300 FEET OF PROPERTY LINE � ` FALLOW \ tS's� \ /- PROPOSED: 346.8' Q O �sFIELDI ±350 2�. STORM LEACHING POOL ( O NO WELLS WITHIN 150 FT of I \ \ \ lls Q� 40 � - 51DE YARD SETBACK CUMULATIVE: 45' MIN z PROPERTY LINE \ I %� � �' SEPTIC TANK/6REA5E TRAP 1 EXISTING: 551.2' O Lu _1, \ Oma/ PROPOSED: N.G. O < 45 �jg6> \ \ \ \\ �Q O� 35 LEACHING POOL ( O -7 LIVABLE FL. AREA /DWLG UNIT: 850 S.F. MIN v _ ' \ \ P�`°%{� -\ _ _ EXISTING: x;000 S.F. EXISTING CONTOUR -6 ' PROP05ED: N.G. 0\/ERALL SITE FLAN Q . 34.5x MAXIMUM PERMITTED DIMENSIONS- MAR MAR 3 12016 �1 \ \ \�. �s / �' �� EXISTING GRADE x 6.0 F AG/E : \ o / LOT COVERAGE: 30% MAX(35q,765 5.F) I EXISTING: 13,508 S.F. (1.1355) - \ \ NO SURFACE WATERS WITHIN TEST HOLE PROPOSED: 14,636 S.F. (1.225) 5a ir.,!!ii+d SO 40 O 80 160 240 / �� . �� 300 FEET OF PROPERTY LINE Pfann;e;}U, rc1 GRAPHIC SCALE 1" = 80'-O" \ ��/ 40-"' \ No WELLS WITHIN 150 FT OF BLDG HEIGHT: 35 FT. /2�STY'S MAX PROPERTY LINE FIN1514ED FLOOR ELEVATION FFL.EL. = EXISTING: ±255 /2 STY v 940 / PROPOSED: N.G. x35.5 O THESE DRAWINGS AND AGGOMPANYING 5PEGIFIGATION5,AS INSTRUMENTS OF SERVICE,ARE THE EXGLU5IVE PROPERTY OF THE:ARGHITEGT AND THEIR U5E AND PUBLIGATION SHALL BE RE5TRIGTED TO THE ORIGINAL 51TE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLIGATION BY ANY METHOD„IN WHOLE OR IN PART, 15 PROHIBITED EXGEPT BY WRITTEN PERMISSION FROM THE!ARGHITEGT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARGHITEGT. VISUAL GONTAGT WITH THEM SHALL GONSTITUTE PRIMA FAGIE EVIDENGE OF AGGEPTANGE OF'THESE RE5TRIGTION5. HANDICAPPED PARKING 51CM NO SURFACE WATERS WITHIN NO PARKING ANYTIME 300 FEET OF PROPERTY LINE ABANDONMENT 5-r REMOVAL: PAVEMENT (MINIMUM THICKNESS)RESERVED EX15TIN5 5Y5TEM TO BE ABANDONED BY REMOVING NO WELLS WITHIN 150 FT OF ASPHALT C.ONORIEETE 1 1/7. ASPHALT BASE.C4LVZSE p PARKING ALL RE5101JAL SEWAGE WA5TE5 BY A LIGEN5Er? HEARIN6 0OUIRSE R PROPERTY LINE WASTE HAULER,REMOVING THE ENTIRE 5TIRUGTURE(5), Q� BACKFILLING WITH SUITABLE SAND AND ASPHALT CONCRETE GRAVEL 2 1/2" STONE BLEND BASE-q5%COMPACTION(STANDARD PROGTOW MATERIAL,AND PROPERLY COMPACTING. BINDER COURSE �\\\��\j��\ 51TE L m"n,m STONE BLEND BASE 411 Of NFW YOLK Cify LOCATION LU Eli o �--_► DC H.G. PARKING AREA 800-212-4480 1811 IEWd C < O , TE5T HOLE 0 CCe e P4-6 • PAVEMENT SECTION BY: MCDONALD 6E05rIENGE 10, www.dignetnycli.com s) NOT TO SCALE BOX 1000 50UTHOLD, N.Y. IIC or 'r, :2 (931-165-36-n www.call8ll.com -oil 8'-0" DATE. AUG. 1b, 2014 (for other states) (SEE 51TE PLAN FOR LOCATION) Cwh. `s:"::"" LU Lu - 146NOICAPPED Fl . 42DI GROUND LEVEL 0' By law,excavators and contractors working in the 25 < TYPICAL PARKING DETAIL PARKING SIGN PALE BROWN 5ILT five boroughs of New York City and Nassau and NOT TO 5GALE NOT TO 5GALE (ML) Suffolk Counties on Long Island must contact 7 8 DigNet, 1-800-272-4480 or 811,at least 48 hours PL C� weekends and legal holidays)prior to beginning EL. 51.5' 25 BELOW GRADE but no more than 10 working days(excluding NOTE: LINES OF DELINEATION BROWN FINE TO any mechanized digging or excavation work to 25 C14 5ANITARY YIELD CALCULATION: MED. SAND (5,P) ........... ensure underground lines are marked. GROUNDWATER MANAGEMENT ZONE: IV SHOWN HEREIN ARE USED FOR Excavators and contractors can also submit Z A C8 locate requests online,through ITIC.If you do not Cl ALLOWABLE FLOW.FOR 51TE = 600 GPD/ACRE (PUBLIC WATER) EX15TIN5 GRAVEL TAX PURPOSES ON -.Y in PARKING AND 0 EL. I I1.0' 23.0' BELOW GRADE currently use ]TIC, please call 1-800-524-7603 LOGATION MAP: 6 y C� R No SURFACE WATERS WITHIN MANEUVERING AREA If for more information. NOT TO SCALE 6 2 ALLOWABLE FLOW(DENSITY). BASED ON ADJUSTED LOT AREA: 300 FEET OF PROPERTY LINE NO SANITARY SYSTEMS WITHIN NO GROUNDWATER ENCOUNTERED I- TOTAL 51TE AREA = 27.5302 AG. (I,I"1q,2I5.5 5.1=1 I 1/ 200 FEET OF PROPERTY LINE For safety reasons, homeowners are strongly DEVELOPMENT RIGHTS EASEMENT AREA =25,6136 A6. (1,11q,213.2 5.FJ NO WELLS WITHIN 150 FT OF PROP. HANDICAPPED PRKG 5P. encouraged to call as well when planning any PROPOSED PARTIAL SITE PLAN: type of digging on their property.Homeowners DEVELOPMENT RIGHTS INTACT AREA LD4 AC.OOPOO 5-F) PROPERTY LINE ASPHALT SURFACE IN H.G. PARKING PROP05ED INP HATER SERVICE can contact us directly at 1-800-272-4480 or by AREA REQUIRED calling 811,the national call before you dig SITUATE AT: ADJUSTED LOT AREA = TOTAL SITE AREA - DEV. RIGHT EASEMENT AREA H.G. SIGN TO BE MOUNTED ON BUILDING PROPO!5EO INP RPZ IN number. For excavation work completed on CUTGHO6UE - 25.606 AL.0,11`4,213 SEE DETAILS, THIS DNS HOT BOX ON P.G. LAB personal property, it is the contractors TOM OF SOUTHOLD I.b4 AC(WOW 5.FJ = 215302 AC Nqq�215.5 S.FJ .2 5FJ SUFFOLK COUNTY, NEW YORK ADJUSTED LOT AREA = Ih4 A6. (DEVELOPEMENT RI61475 INTACT) 50 PROPOSED POINT OF CONNECTION responsibility--NOT the homeowner's-to contact 5CTM NO.. 1000-ab-02-10.14 10.2 DigNet. Having utility lines marked prior to 600 GPD/ACRE x IM AC. (86TH 1000-16-2-10.1) = 1,1104 GPD ALLOWED BETWEEN NEW WATER MAIN AND digging is free of charge. ZONING DISTRICT. 'AC' AGRICULTURAL CONSERVATION PROPOSED I" TAP (BY 56KA) CURRENT USE: FARM PROP. OUMP`5TER ENCL�%JRE 60 PROPOSED USE: N.C. USE 1301LOINC-75 'A', 'G', V' AND 'E' TO ESTABLISH DENSITY,NOTE THAT BLDG 13' 15 ON P.G. SLAB PROPOSED METER PIT PARKIN&AREQUIREMEN75: F:EMA. FLOOD ZONE: N/A EXCLUDED FROM DENSITY CALC, PER5UANT TO ARTICAL 3.12 SEE DETAIL ON 5HT 3* 114�- M BLDG 'A' = 121A2 6PO SEE SHEET No.4 FOR 5r-WA EXISTING BUILDING 'A',USE: MIXED SITE DATA: USE: EXISTING: PROP05ED: BLDG 'C' = 21.16 GPO 50- INSTALLATION REG"T5 FARM STAND - 4 5P PER STAND OVERALL SITE: FARM I,Iqci,215.5 S.F. N.C. ltk (U5E 0.04 67PO' FOR PURP05E5 OF CALCULATING 1 4 SPACES REQUIRED -1.5302 AC) 4it� b� CO STORAGE AREA: Ifb43 5.F 02 BLDG V' = 40.32 6PO- 51TE OEIN51TY - PER 5GOH5 NOI No3, REVISED) r t)�,�k . 1,005 5F AREA X 0.04 GPD = 40.32 GPO 14'.. . . . . .. I SP / I,000 S.F. GROSS FLOOR AREA BLDG 'E' = 300.00 am - LAWN EX. I STY FR. I SPACE REQUIRED FOR EIUILOIN6 INFO,AREA COVERAGE AND SEWAGE FLOW RATE SEE CHART eTH15 OW-7) FARM5TANE) W K)I(HEN PROP6S SANITARY SYSTEM NO.1 PROP05ED BUILOINIS 'D,USE: CHEESE MAKING TOTAL 4qO.00 GPO . V 6AL6R FOOD PROCE551NO AND PACKING - IMPERVIOUS SURFACE:RE5ERVEP AREA (150 BE REHOWED) i",001 GAL. TRAP 04P x6H, 5'E.DJ, 1,26b TOTAL PROPOSED /EMPLOYEE EXISTING SANITARY FLOW FOR SCTM No. 1000-qb-2-10.1 46IODO ISM AREA=bO,000 50. FT. FIN.FL.EL =1.25 D _E�,A5ETANK 006'1-1, 4' E.0), 0. EXISTINC APPLICANT: -50- 4 &VA5�.EFF.D HIN6 POOL No. OF EMPLOYEES = 3 PROP05ED AREA: 14,516 S.F.(1.21%) TOTAL ALLOWABLE SANITARY FLOW FOR 56TH No. 1000-q(o-2-10.1 1,104 6PO AREA: 4 4 5F 14), 67T MORTON BUILDINGS. I . - I .. 1 .W/5;6� EXP 51ON 3 SPACES REQUIRED DOES NOT INCLUDE GRAVEL PARKING AREA(5) 7- 45 EXISTING 13UILDING 'E',USE: DWELLING 22355 COX LANE,UNIT NOA 9� J 60Fs ((,Ot7R 5Y5TEI`V PROPOSED EROSION CCINTROL RE: =0 CUTCHOISUE, NY II935 /01 FOR FIR ILE SEE OH6 No. I SPACE REQUIRED P05TAL DISTRICT. CUTCHOGUE 631-T34-4060 1�0 INSTALL SILT FENCE BARRIER, SANITARY SYSTEM CALOULATION5 1�0 NOTE. 2 SPCC REQUIRED FOR RESIDENTIAL PARKING 5040OL 015TRICT- SOUTHOLD �0 SEE DETAIL ON DWG No.4 • ARE PROVIDED IN BLDG 'C' - GARAGE FIRE DISTRICT: 5OUTHHOLD PROPOSED SANITARY SYSTEM NO.1 ELE(TRICAL SERVICE: LIPA V LP FOR BLDG 'A' - USE: FARMSTANO, SEE 5EWA6E FLOIN RATE CHART EP + NOTE: EX15TIN67 RETAINING ALL + TOTAL NUMBER OF SPACES REQUIRED: q WATER SUPPLY: 50KA(PUBLIC WATER) BLDG 'A' I2-1A2 6PO - SANITARY LOAD I. PROPOSED BUILDING 'PIANO REWORK 85.28 6PO - GREY LOAD TO REMAIN EX141�6' 'GRAVEL 45-- TOTAL NUMBER OF SPACES PROVIDED: 14 FLOOD ZONE: N/A OF BUILDING 'A' BY OTHERS. SEE (NO RE5TRM - INCLUDE IN 5AN. + P9_K INCLUDING(1) HANDICAPPED 5PA(E SITE 15 IN 6.14M.Z.- IV BLD(5 'B' 288.00 6P0 - SANITARY LOAD CAM FROM ANOTHER 131-06 ON 4�P_1_5�T�_EITEEL BLDG R INC MORTON BUILDINGS FOR INFORMATION. < BLDG 'C' 21.16 GPO - SANITARY LOAD USE: CHEESE MAKING MANEUVERING AREA EX. 2 STY FR. BLOG. - SITE - PER 56DI-15 NOI NO3,REV'D) I U5E: DWELLING, BORM LU LL BLDG '0' 40.32 GPD - SANITARY LOAD 1,005 5F AREA X 0.04 GPD FIN.FL.EL. 6 4251, AREA. 100& S.F. -45 10 V FLOW,TLS: 418.00 6PO (SANITARY FLOW) FIN.FL.EL = ±44.41' • SITE PLAN BASED ON ORIGINAL SURVEY BY:GPD 'A AREA: 1,500 5F 85.28 ISM (GREY FLOW) SID, P&,ONIC, SURVEYORS,P.G. 563.28, GPD (HYDRAULIC FLOW) + 3 OeoFp 1230 TRAVELER STREET JAMESPORT, NY II141 < U) T_ C9 A4 - LAWN SURVEYED: JAN. 10, 200-7 LU 9J11'.!VEY 5GALE: I" = 100'-0* D_ GREASE TRAP = Ix DESIGN FLOW +Z LAWN 0.... /01 GAR. 55.28 6PO x Ix = 85.28 6P0 1�tl /7*�� AN) 0 74, NNO 6T 0 REMAIN SEPTIC TANK = 2x DE516N FLOW STORM DRAINAGE SYSTEM °` (NO Rf5M-V ELEVATIONS BASED ON TOPOGRAPHY MAP - 5 EASTERN TOHN15,5UFFOLK COUNTY,NY .6, DATED- 10-03-H15 563 67PO x 2 = 1,126.56 GPD I - 60 x 5' LIQ. OP LEACHING POOL D. TEST NOTE: MAINTAIN A 5%GRADE WITHIN 20' DECK '40 1-7 ff�HOLE LEACHING POOL = Ix DESIGN FLOW 1.5 5F/DAY (OPEN COVER,CONNECT TO LEADERS c r/ 4 OF SEPTIC SYSTEM,EQUATES TO I'DROP A 5T DATUM: ELEVATIONS ARE REFERENCED TO VERTICAL DATUM BASED ON MEAN 1> - IN ELEV.OVER 20'LAT82AL DISTANCE I 1� \I REPUTED LOCATION OF SEAL LEVEL OF Iq2q AS ESTABLISHED By THE U.S. COAST GEODETIC SURVEY 563 GPD / 1.5 SF/DAY = 3-5 GPD 0 AND AS SHOW FOR OTL SEE TH15 VHG SANITARY SYSTEM AT SANDY HOOK N.J. 6(? 0 EXISTING USE. 1�500 GAL. GREASE TRAP(&'4PX6T,)P, VEFF. DEPTH) (lYP FOR ALL PROP.SANITARY SY57EM55 L TO BE ABANDONED BY REMOVAL NOTES: 1,200 GAL. SEPTIC TANK (8'0X5`OP,4' EFF. DEPTH) PROPOSED EROSION CONTROL MEASURE: SEE BOXED NOTE FOR INFORMATION I - 8'0X15' EFF. DEPTH (315 51DEKALL LEACHING AREA) INSTALL INLET PROTECTION, EP)--, 0, /"7" �1\ �� ) - I. ELEVATION5 ARE REFERENCED TO FIVE EASTERN TONN5 TOPOGRAPHICAL MAP SANITARY LEACHING POOL SEE DETAIL ON DWG N0.4 /'EX15T WELL TO REMAIN AND BE + EXISTING ELEVATIONS ARE SHOWN THUS: 25.0 ti NOTE; USED FOR IRRIGATION PURPO5155 ONLY EP EX15TIN65 CONTOUR LINES ARE SHOWN THUS: - - 25 PROPO5E0 SANITARY 5Y5TEM NO.2 THERE ARE NO STORM WATER PRAIRA6,E EXISTING N-1 - NEER: FOR BLDG V%USE: CHEESE MAKING 5Y5TEM5 EXISTING OR PROP05ED WITHIN 20' PROPOSED 5ANI TARY SYSTEM NO.2 �ROPOEKV SANITARY 515TEM NO.3 --Z 0-/y 11�� SEE SEWAGE FLOW RATE CHART FOR FLOW RATE OF ANY PROPOSE[)SANITARY SYSTEMS FR. BUILDING 1,500 GAL GREASE TRAP 00 xb'H,5-E.01), GAL. SEPTIC TANK NOTE: OF: kl� 1,200 C 40 PROVIDE I" HATER SERVICE TO EXIST. BUILDING 'A',PROPOSED BUILDING V- AND EXIST. GREASE TRAP IX DE516N FLOW USE: SHEEP BARN 1,200 GAL. SEPTIC TANK(b'(Px5'H, 4' ED, 006'1-1, 4' E.0) BUILDING 'E'CK'GOPPER TUBING). ANY AND ALL H05E BIBB5 TO HAVE CHECK VALVES. y T 50.0 GPO X IX = 50D GPD 0 40 8'0x12' EFF. DEPTH LEArHIV--7POOL bVxI2' EFF. DEPTH LEACHING POOL SEPTIC TANK = 2X DE516N FLOW (TO REMAIN) 1AV 50% EXPAN51ON SHOWN (MINIMUM COMMERCIAL 5Y5TEM) ih / � (COMMERCIAL SYSTEM) 50% EXPAN51ON SHOWN 50.0 ISM X 2 = 100.0 GPD FIN.FL.EL. = 42.5' &-j. LEACHING POOL = IX DESIGN FLOW, 1.5 5FA?AY FOR PROFILE SEE OW9 No3 SCOPE OF WORK: M j (NO HATER SERVICE) FOR PROFILE SEE OH6 NO.3 Z A4. (P 50D C-M / 15 5F AY = 33-33 C-M % (NO RE5TROOM) 1.BUILD PROP05ED BUILDING '0'. USE: 1,500 GAL. 6REA5E TRAP (8 mX(b"DP, 5EFF. DEPTH) 2. PROVIDE PROP05ED SANITARY AND KITCHEN WASTE SYSTEM. CONNECT TO 493 1,200 GAL. SEPTIC TANK (8'0X5'DP, 4' EFF. DEPTH) PUBLIC WATER AND INSTALL PROP05ED 1"0 HATER SERV. LINES TO BUILDINGS �A S I C,,,� 'A', 101 AND 'El. I - 8'0X12' EFF. DEPTH SANITARY LEACHING POOL -4 (MINIMUM COMMERCIAL 5Y5TEM) 3. PROVIDE PROP05ED P.C. SLAB FOR DUMP5TER AREA AND ASPHALT SURFACE A, FOR H.C. PARKING AREA JEFFREY T. BUTLER, P.E. " 1,il* 60 PROP05ED 5ANITARY 5Y5TEM NO.3 6 4.PROVIDE STORM DRAINAGE AND 1_1614TIN6. NNI "4 _j FOR BLDG 'E',USE. DWELLING - 413EDROOM 40--_ EXIST. SYSTEM TO BE ABANDONED BY REMOVAL 56OH5 5TNOS DELINEATED FOR ANK REPLAPTIC, MINIMUM2X DESCOIGN FLOW MMIEPLTAX PURPOSES ONLY IAL SYSTEM (300 6M) LEGEND: T_ 5ET = 300.0 6PO X 2 = 600.0 6PO 41�< LEACHI °O5 ESI5F/ AY (v Q THERE ARE NO POTAPOTABLE WATER WELLS WITHIN 0/,y 0 < c 300.06PD 5F/DAY 200.0 GPD PARTIAL SITE FLAN 150 OF ANY PROPOSED 5ANITARY SYSTEMS. NO SURFAGE WATERS WITHIN PROPERTY LINE 300 FEET OF PROPERTY LINE KITCHEN WASTE LINE KIT LL U5E: 1,200 GAL.SEPTIC, TANK (60,X5O `DP,4' EFF. DEPTH) w 1= IL NO WELLS WITHIN 150 FT OF SANITARY SEWER Z Q I - 8'0X12' EFF. DEPTH 5ANITARY LEACHING POOL PROPERTY LINE O LU CD I-LI (MINIMUM COMMERCIAL SYSTEM) tvi A2 3 1 2016 0 50 150 PROPOSED WATER 5ERVI(E > E30 15 ZO III p GRAPHIC, 5GALE -oil N O EXISTING WATER SERVICE w w < CL < STORM DRAINAGE GALL: _50 5V 50 D� OL STORM ORAIN < STORM HATER DRAINAGE STRUCTURES APr-- APPROVED BY DESIGNED FOR RUNOFF CREATED BY FLOW ARROW 6 Z I AREA COVERAGE SEWAGE FLOW RATE CHART: PROPOSED STRUCTURES ONLY. PLANNING BOARD �l 7- W STORM LEACHING POOL f 0 I < Z DE516.: 5TRUGTUREA)SE: EX. AREA: PROP. AREA OE516N 5EHAGE FLOW RATE CALCULATION: VOLUME = AREA X RAINFALL X COEFFICIENT TOWN OF SOUTHOLD /j5,\ = < V_ RAINFALL = 2"A R. = 0.161' SEPTIC TANK/6REA5E TRAP 5TRUCT. U5E FLOW RATE SANITARY GPO GREY 6M 5AN.5Y5. DEN& DATE 0 135MNT 1st FL. 2nd FL. 65MNT 15t FL. 2nd FL. 6 COEFFICIENT OF ROOF = ID Z O `� i I STY FR BUILDING N/A 4t264 5F TL N/A N/A N/A N/A FARM5TAND/KIT.: LEACHINGPOOL 0 F-4 X LL_ 7: 1,008,S.F. 7) BUILDING V' -CHEESE MAKING 13LOC 0 U5E: FAR115TAND E SANITARY LOAD 0.03 GPD/5F 121A2 GPO TOTAL PROP05ED ROOF AREA = 1008 5.F. W KITCHEN -7P0 1008 S.F. x 0.161' x ID = Ibb G.F. 213.2 S PROP05ED EXI5TIN6 CONTOUR -6- LL SYSTEM No.1 VOLUME REQUIRED: Ibb G.F. (:) GREY LOAD 0.02 GPD/5F 85.25 GPD EX15TIN6 GRADE x 6.0 C3 U5E: Z j.6 @1 STY FR BUILDING (1) 8'0x5' LIQUID DEPTH LEAICHIN67POOL Z 17- U55 SHEEP BARN N/A ±7,200 5F N/A N/A N/A N/A GEN. 1NDU5T. 0.04 GPD/5F 29>5.00 GPO 289>.00 GPD (OPEN COVER) TEST HOLE < I VOLUME PROVIDED = 211.2 G.F. I 5TY FR BUILDING N/A ±544 5,F N/A N/A N/A N/A GEN. INDU5T. 0.04 6FV/5F 2136, GPD 21315, GPD PROPOSED U5E: GARAGE I SYSTEM No.2 FINISHED FLOOR ELEVATION F.FL.EL. @ I STY STEEL BLDG N/A N/A N/A N/A 1008 5F N/A PROCE55 NTR FOR 50 6AL/13ATGH 50 GPD 50 GPD PROP05ED U5E: CHEESE MAKING GHEE5E MAKING I BATCH/DAY 5Y5TEM NO3 EX15TIN(5 51TE COVERAGE: 13,505 5.F. (1.13%) ER05ION CONTROL LEGEND: PA(5E : GEN. INM5T. 0.04 GPD/5F 40.32 37PO 40.32 GPO PROP05ED PROPOSED 51TE COVERAGE: 14,516 S.F.(1.21%) 1 SYSTEM No.1 EA5TIN6 F.A.R. = OD130(15,558 5.F., 130%) 5ILT FENCE BARRIER 0 2 STY FR BUILDING 1550 5F ±1,500 5F ±1,500 SF N/A N/A RE51DENGE 300 GPD 300 15PO 500 GPD PROP05ED FAR = 0.0138 (Ib5bb S.F., 13b%) USE: DWELLING WA (4 BEDROOMS) HOUSE CONNECTION WCLEANOUT REQUIRED FOR ALL COMMERCIAL INSTALLATIONS INLET TO BE PROTECTED: TOTAL ±550 5F ±135055F ±1,500 5F 0.0 5F 1005 5F 0.0 5F 828.00 c7po 5528 6PO "115.25 6PO TYP. FOR PROPOSED 5YSTEM-5 No. 1,2 AND 3 U5E CURB DROP INLET PROTECTION OR 5ANITARY LOAD 6REY LOAD HMMLIG LOAD FOR NOTES AND INSTALLATION REQ'MTS SEE DWG NO3 50OH5 APPROVAL AREA: FILTER FABRIC DROP INLET PROTECTION Y, of 4 CAST IRON FRAME AND 6RATE/GOVER BLD=.E PROVIDE, WATERTIGHT,IN5EGT-PROOF ADJUSTABLE AND LOCKING CAST IRON CAMPBELL 1182 G OR APPROVED EQUAL z SEPARATION DISTANCE REQUIREMENTS FOR x -x -x -x -x -x -x -x f.FL.EL.= 144.41' 5TORMWATER LEAGHIN6 STRUCTURES AND � USE: DWELLIN6 PROPOSED 4'0 HOUSE FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) FINAL GRADE PIPING(OTHER THAN RESIDENTIAL): x 6' CHAIN LINK x (4 BEDROOM) CONNECTION,PROVIDE GLEAN-W CHAIN LINK W/PARTIAL BSMNT (3 o HORIZONTAL SEPARATION D15TANGE5 FOR STORM FENCE 1^l/ GREEN AT FADE OF BUILDING rr ' v \ -8" TRAFFIC x PRIVAGY 5LAT5 -� x FENCE SLATS EX.6RADE G.I.GOVE92 irNE7:�� BEARING DRAINAGE LEACHING POOLS: Q EX.GRADE G.I.COVER G.I.COVERPROPERTY LINE = 10'MINIMUM ® ECFV. 41.25 "� EX.61 ADE((FERE BUILDINGS WITH CELLAR = 10'MINIMUM x x 6' ® ECFV.4188' EL=4125 =4125 c� IEL=40.00 ® ECFV. 40.00' IS"PIPE DIA MIN. APPLICABLE) BUILDINGS ON SLAB = 10'MINIMUM :: a JISK MIN.(AS RE-QUIRWATER SERVICE LINE/LATERAL5/MAIN5 = 10'MINIMUMHI6PH�DENSITY POLYETHYLENE A ' ' TOOL ® 12°O.G.E.11. ?; T.O.SLAB® °® ® ® UNDERGROUND UTILITIES = 5 MINIMUM 10 x10 CONCRETE EDGESIZE: ® ® ® SANITARY SEPTIC TANK = 20 MINIMUM I PAD FOR d °DRN INLET TO 5D CONN = 10" ® ® ® I SANITARY LEAGHIN6 POOL = 20'MINIMUM x DUMP5TER x C + _ rr EL.3q 2G ------ of 50 TO 50 CONN = 15.4 MIN ® ® ® w ® ® I GREASE TRAP = 20'MINIMUMa -L__ 20" MIN �i R CONN= 4"4 MIN � � � - ' I----I T.O.SLAB® EL.38.24' ROOF I ® ® ® ° ® ® 1 PUMP STATION = 20 MINIMUM I IE _ � " IE.- 38.13 10 ® ® ® ® I MIN. MANHOLE = 20 MINIMUM 7- F= x _ .o / / z a 40SDR35PVGaY4 LF. u, 3' MIN. I ® ® ® w~ ® ® I PRIVATE WELLS = 50'MINIMUM I I IMBED " 105 LF.a Y4/LF. _ ® ® ® ® ® I RETAINING WALLS = 10'MINIMUM x MOUNTING 2"SAND BAND 4 0 HOUSE 11v4P 263'=022'DROP(MIW Q 4 18 IE=3163 IE =3125' ® ® ® ® ® ® o ® ® ® � ® J z O ® ® © w ® ® \ WRAP STRUCTURESFUEL STORAGE TANKS(BELOW GROUND) = 20' x 1,200 6AL �' `� 4'0 SDR 35 PVC aYe"/LF. V ® ® ® �Lp� ® z w ~ ■_ ® ® ® ® ® w I w I WITH FILTER FABRIC I I FENCE EDGE 2-#5 TOP rE SEPTIC TANK ST 8S LF.0 Y4/LF. = 106 - S - 1 ® � ® ® ® NSE 6EOTEX 351,BY MINIMUM PROPER] x x BEAM TO EXTEND 1 O BOT.TONT. 6"MIN 004'DROP tM1W ® ® ® ® Q ® SP ° ® ® ® ® ® I HORIZONTAL SEPARATION DISTANCES FOR 5TORM ( I 10"MIN.BELOW W/3 TIES® T BOT OF TANK a EL.33.13' I ® ® ® ® ® ® g I DRAINAGE NON-LEAGHIN6 STRUCTURES FIN.GRADE 24"f o.G. PROPOSED SEPTIC S ® ® ® ® ® ® ® ® ® ® WATER SERVICE LINE5/LATERALS/MAIN5 = 5'MINIMUM x PLAN VIEW x SYSTEM No.3 FOR 8.0 I ® T R ® ® © ® ® I UNDERGROUND UTILITIES = 5'MINIMUM SEGTI ON A EXISTING BUILDING 'E' I ® ® ® ® ® ® o ® ® ® ® I® ® ® ® ® I GREA5E TRAP = 5 MINIMUM + + Y CLEAN ® ® ® ® ® ® o PUMP STATION = 5'MINIMUM (MINIMUM GOMMERGIAL 5Y5TEM) SAND COLLAR MANHOLE = 5'MINIMUM + + NOT TO SCALE ® ® ® ® z I NON-RATEABLE SANITARY SEPTIC TANK = 5'MINIMUM DUMPSTER ENCLOSURE DETAIL ® � ® ® ® 8' DIAMETER SOIL \ o'-o +/ NOT TO SCALE ® ® ® ] ® ® o N TYPICAL COMMERCIAL SYSTEM REQUIREMENTS: 8'0 x I2'EFF.DP. EE ® ® e; q d $ N 6ROUND WATER VERTICALSEPARATION D15TANGE5 FOR STORM + + I. PROVIDE WATERTIGHT,INSECT-PROOF ADJUSTABLE AND LOCKING CAST IRON FRAME �IN� � ® F=31 N o S S o o LLAR MATERIAL- b" MIN. DRAINAGE LINES: AND COVER INSTALLED AT 6RADE OVER ALL OPENING(TYPICAL)- U565 DATA WELL No.532340.1 RATEABLE SOI WATER SERVICE LINES = 18" MINIMUM 2. PROVIDE 8"THK TRAFFIC BEARING SLABS ON ALL STRUCTURES. BOT.OF POOL 0 EL.2525' RATEABLE SOIL SANITARY WASTE LINES = 18 MINIMUM 3. MAINTAIN 5%MAX.SLOPE FROM EDGE OF SANITARY SYSTEM OUT 20' IN EACH DATUM= N6VD29 _ j HIGHEST RECORDED AL DADWA1772 LEVEL / DIRECTION(IYPIGAL) ® 10.26'ABV VERTICAL DATUM SEPARATION DISTANCE REQ'MT5 FOR SANITARY SEPTIC TANKS TE5THOLE: NO GROUNDWATER FOUND TO EL.14.0' UNDERLYING SAND AND 6RAVEL STRATA (OTHER THAN RESIDENTIAL): PROVIDE: WATERTIGHT, IN5EGT-PROOF ADJUSTABLE AND LOGKING GA5T IRON MIN.HORIZONTAL SEPARATION DISTANCES: L.STORM DRAINS=20'-0" FRAME AND COVER INSTALLED AT 6RADE OVER EACH OPENING(TYPICAL) NOTE5: A BUILDING W/CELLAR=10'-0' M.CATCH BASINS=5'-0" ° I. COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. B.BUILDING ON 5LAB=5'-0' (NDN-LEACHING) 2.COLLAR MATERIAL SHALL BE GLEAN GRAVEL ONLY. G.WATER LINES= 10'-0' N.5AN.L.P.=V-0' CAST IRON COVERS TO 6RADE ° 3. ALL DRAINAGE 5TRUGTURE5 MU5T BE WRAPPED WITH FILTER FABRIC. D.SURFACE WATER(WETLNID5)=15'-0' P.PUMP 5TA,6REA5P TRAP " , FINISHED 6RADE � " n 4.U5E 15' DIA CORRI6ATED HIGH DENSITY POLYETHYLENE (HDPE) HEAVY DUTY PIPE FOR F.PUBLIC WELL=200-0OR MANHOLE=8-0 A INTERCONNECTION OF ON-51TE STORM WATER LEAGHIN6 POOLS 6.PRIVATE WELL= 100'-0' Q.PROP.LINES=5'-0' " �� ° .'iL A.HDPE PIPE SPECIFICATION(AASHTD M-294) H.RET.WALL(WTRPRooF)= 10'-0' R SWIMMING POOL=20'-0" 8"MIN.,TRAFFIC 24J of NSW YOLK CITY&SONG 15LANn B. INSTALLATION OF HDPE 5PEGIFIGATION(ASTM D-2321) J.U/6 FUEL TANKS=20'-0" 5.TOP OF EMBANKMENT OR STEEP SLOPE BEARING TOP � B 800-212-44801 811 G. WATER-TIGHT JOINT 1T=STING SPECIFICATION(ASTM 0-3212) K U/6 UTILITIES=V-0" (I5�SLOPE OR GREATER)=25'-0' 20'MIN `� 20"MIN T.BLUFF=b5'-0' F 11 D.GASKET SPECIFICATION(ASTM F-4TI) INLET � www.dignetnycli.com or OUTLET ° ° SEPARATION DISTANCE RFQ'MTS FOR SANITARY LEAGHIN6 STRUCTURES MIN 4"0 FLOW LINE a www.call811.com (forotherstates) SDR 35 PVC PIPE MIN.b"0 SDR 35 ° ° TYPICAL STORP"� WATER (OTHER THAN RE5IDENTIAU: OR EGIUIVALENT PVC PIPE OR ° ° a TRAP 51ZE By law,excavators and contractors working in the For safety reasons, homeowners are strongly PITCHED MIN DIM. five boroughs of New York City and Nassau and encouraged to call as well when planning any LEACH I NC POOL (517 DETAIL MINIMUM HORIZONTAL SEPARATION DISTANCES: L.STORM DRAINS OR EQUIVALENT, A BUILDIN5 W/CELLAR=10'-0" RECHARGE BASINS=20'-0' Al PER FT. PITCH®MIR YVIFT PLAN 4" 9 type digging property. Q Suffolk Counties on Lon Island must contact a of di in on theirHomeowners B.BUILDING ON SLAB= 10'-0' M.CATCH BASINS,NON-LEAGHIN6= 10'-0" fl (TO SEPTIC TANK • NOT TO SCALE 6ALY.STEEL A 30 DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by G.WATER LINES= 10'-0" K SAN.L.P.=8'-0' Zrs OR S&ER RAIW FRAME I COVER B 30 but no more than 10 working days(excluding calling 811,the national call before you dig v D.SURFACE WATER{t^ETLAN05)= 100'-0" P.PROP.LINES= 10'-0' -' weekends and legal holidays)priorto beginning number. For excavation work completed on ^ m F.PUBLIC I^lELL=200'-0' Q.TDP OF EMBANKMENT OR STEEP SLOPE MONOLITHIIG 6RRDE G 9 any mechanized digging or excavation work to personal property, it is the contractor's G.PRIVATE I-EH = 150'-0' 05%SLOPE OR GREATER)=25'-0' � BASE SECTION ensure underground lines are marked. Excavators responsibility-NOT the homeowner's-to H.RET.WALL(WITZPROFF)= I0'-0` R BLUFF=65'-0' � � � • J.U/6 FUEL TANKS=20'-0" 5.5EPTIG TANK,PUMP 5TA,GREASE TRAP _ and contractors can also submit locate requests contact DigNet. Having utility lines marked prior T' K.U/6 UTILITIES=5'-0' OR MANHOLE=8'-0" I I- ° . ° III= online,through ITIC. If you do not currently use to digging is free of charge. T.SWIMMItJG POOL=20'-0' I SLAB ITIC, please call 1-800-524-7603 for more info. - ' z � m CAULK WATERTIGHT Q BLS PIPE AND - - - -- X TYPICAL SINGLE GREASE TRAP W m X NOT TO SCALE } S� PLAN FOR HOUSE CONNECTION NOTES. ,� < &ALV.STEEL SLEEVE-� a G (USE FOR PROPOSED SANITARY 5Y5TEM No.1 AND No.2) INV.ELEVATION (PER S.C.O.H.S.5TANOARD5 FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEM FOR E-+ X Z ° ° OTHER THAN SINGLE-FAMILY RE5IDENGE5) Ott O PROPOSED 4'0 HOUSE CONNECTION PROVIDE: WATERTIGHT,IN5ECSTALL-PROOF ADJUSTABLE AND LOCKING CAST IRON : <'. . °o a) A HOUSE CONNECTION 15 DEFINED A5 THE PORTION OF THE GRAVITY 5EWER LINE WHICH EXTENDS FROM 7HE FACE � . < U) PROPOSED PROVIDE GLEAN-OUT AT FACE OF BUILDING FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) COVER THIGKNE55E5 OF THE EUILDING TO THE 5EWA&E DISPOSAL SYSTEM. O T_ d) BLDG. b' ' SEGTI ON 3/161 FOR 5PAN OF 30" b) THERE SHALL BE A MINIMUM TWO FOOT LENGTH OF GA5T-IRON SEWER LINE EXTENDING THROUGH THE FOUNDATION. r LU 4 USE, 'CHEESE MAKING' 1/4" FOR SPAN OF 3b" 0 HOUSE C.ONNEGTIC I5 SHALL HAVE A MINIMUM DIA.OF 4 INCHES,UNLESS OTHERWISE NOTED. FFL EL= 425' N u " d) NOT USED NO BASEMENT EX.6RADE G.I.COVER EX.GRADE G.I.COVER G.I.DOVER EX. GRADE G.I.GOVER G.I.COVER 5/Ib FOR SPAN OF 4b N =42.0' EX.GRADE 3/8" FOR SPAN OF 60" e) HOUSE GONNEGTIONS SHALL HAVE A MINIMUM PITCH ON ONE QUARTER II�H PER FOOT. 2 O a ELEV.42.0 ® ELEV.42.0' a ELEV. 42.0' ® ELEV.42.0' f) SLIP RING GONNEGTORS OF THE PROPER TYPE SHALL BE USED AT THE GAST IRON JOINT. IF REQUIRED,A lfl N - I/2" FOR SPAN OF l2" FLEXIBLE PVG GC'JPLING WITH STAINLESS STEEL BANDS MAY BE USED TO CONNECT CAST IRON PIPE TD iPVG m ------- ------ TYPICAL HOUSE TRAP DETAIL HOUSE GONNEGTIONS. THE FLEXIBLE GouPLING AND BANDS SHALL CONFORM TO ASTM Ciro. T.0.SLAB 6 M.41.02' TA.SLAB � ALL HOUSE GON$1 LTION5 SHALL BE PROVIDED W/A GLEAN-OUT AT THE FACE OF THE BLDG. --__ EL.40.42' W HOUSE CONNEGTICN5 SHALL BE 5TRAI6HT. THERE 514ALL BE NO BEN05 IN 5EWER LINES TO THE 5EPTIG TANK OR - ----- ------ 21 O_MIN I T.O.SLAG®EL.39:5' SCALE: NONE �T •. TYPICAL IE= 40.11' --- ------ _ _ GREASE TRAP. IF BEN05 ARE UNAVOIDABLE,REFER TO 560145 STANDARDS FOR 5EWAGE DISPOSAL 51Y5TEM5- FOR KITCHEN WASTE ------- j OTHER THAN SINGLE FAMILY RE5I0ENGE5 FOR REQUIREMENT5. PIPE(SHOWN)AND KITC•IIEN WASTE PIPE(SHOWN) IE=3486 � IE=34:h' SANITARY WASTE PIPE 4'0 SDR 35 PVC 0V/LF. J IE=3426' _ 12 LF.® =3.0'=0.25'DROP 4 Q � 4 4 18'Iff IE=3816' IE -3851' F=-==7 PEE?] ® ® ® Y/LF (MIN) b 0 SDR 35 PVC a Ye /L.F. PROVIDE: WATERTIGHT,INSECT-PROOF ADJUSTABLE AND LOGKING CAST IRON ENGINEER, 410 HOL15E TRAP SANITARY WASTE PIPE 6REA06� G•I• 9 L.F.6 VILF. =1.13"= 1,200 6AL `r 4'0 SDR 35 PVC aYe'/L.F. V ® ® ® �j, FRAME AND DOVER INSTALLED AT GRADE OVER EACH OPENIIJG(TYPICAL) OJO'DROP"N) SEPTIC TANK ST 4.0 LF.6 A-ILF.=1.13' _ ® ® ® L ® FINISHED GRADE 4"0 SDR 35 PV( O Y,�/LF. 4„MIN 6'MIN 0.10'DROP(MIW ® ® ® ® ® 4 ® OF NEIN Y Ib LF.E Y'ILA =4.10'=033'DROP(MIW BOT OF TRAP a EL.3q.31' BOT.OF TANK ® � ® P' ® APPROVED Q�' „ - 8" MIN TRAFFIC B \ IE A SEPTIC IANC=3926 � � ® ® ® ® 24 24 8.0' 8.0' EL.34.26 ® � ® � ® ® /I PLANNING E30ARD 20" MIN N 20" MIN BEARING TOP CO k VT(�9, IE.=34.26' ® a ® ® ® ® / A v I I (INLET PIPE-SANITARY WASTE PIPE FROM'BLD6'09 ® ® ® ® ® ® �� TOWN OF S O U T H O LD 1 - - -°-°`-� dJ � v� �,� ' w 4"0 SDR 35 PVC,0 A /L.F. ® ® ® © ® ® /� < - I n � ? Ib L.F.a Y4 ALF. =4.0'=0.33'RISE(MIW ® ® ® ® ® ® / I / INLET PROPOSED SEPTIC SYSTEM No.2 FOR © © ® � ® ® DATE IkI//f _ a s PROPOSED CHEESE MAKING BUILDING 'E' 3'cLE4N SAND COLLAR ® ® ® ® ® / MIN 4'DIA. MIN iA. °A g3 P01 (GOMMERGIAL SYSTEM) a0 xA EFF.DP. ® ® t..,� " PIPE OR LEAGHIN6 POOL � ® ® / SDR 35 PVC b FLOW LINE SDR 35 PVC R -SS�� OF 1) PIPE OR 2 a NOT TO SCALE BOT.OF POOL® EL.2651' / /� p�IVA kW N °I 1 �11�MIN. JEFFREY T. BUTLER, P.E. U565 DATA WELL No.532340.1 DATUM =N6VD29 j Y4 IN/I FT 1 BLE I Ye IN/I FT Q KALL H16HE-ST RECORDED 6ROLtVKATEt LEVEL = 10.26'ABV VERTICAL DATUM / I L I_ TESTHOLE: NO 6ROUrDWATER FOUND TO EL. 19A / Z I T m o I N O < PROVIDE: WATERTIGHT,IN5EGT-PROOF ADJUSTABLE AND LOCKING CAST IRON I it I N O (Y FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) O - LL. CQ PROP05E37 4 0 HOUSE GCXJNEGTION PROVIDE: WATERTIGHT, INSECT-PROOF ADJUSTABLE AND LOGKING CAST IRON 8" MIN TRAFFIC °- - - = - -a - - - - - - Z "� O LU Q EXI5TIN6 FRAME AND DOVER INSTALLED AT 6RADE OVER EACH OPENIN6(TYPICAL) - Z CD USEI LDIN(5 AND PROVIDE CLEAN-OUT AT FACE OF BUILDING FINISHED&RADE BEARING SLAB GALG'S AND DESIGN ^�•//• nr^ O Z O V O :K (TO BE REWORKED) 2, PERFORMED IN ACCORDANCE , - -I I O O N jY Q � Oi Q✓_ FFL.E.= 51.25' r WITH 5GOH5 SPECS. NOB 53-E ® E EV 6RADE41.5' N G.I. _4GOVER ®15' E.6RAD S' G.I. --4GOVER G.I.15' --4GOVER ®X.GRADE G.I. --4C.OVER G -GONER EX.GRADE ?v v 2O�MIN 1 CL ® ELEV. 41.5' , I 1 � �- C, < -------}} ------ TD.5LA13 EL.4652' TA.SLAB e " I I I Z Q O ------ EL 4559' MIN. 40 5DR 35 ®®® I Z LL! TYPICAL IE= 45b1' OH R - --_-- ____-- 201 MIN 1 T.O.SLAB® EL.45.10' EQU PIPE OR ®� I Z O FOR KITCHEN WASTE ------- AL, PIT ®® 3 1 1 I I rT� J PIPE(5HOWW AND KITCHEN WASTE PIPE(5HO W) IE=4536' `fl IE=44bb' ------- T / MIN V8" PER LIN FT SANITARY WASTE PIPE 4'0 5DR 35 PVG 0 '/LF. IE=4416' 1 f Q 6 O 18 TE IE=44.26 IE.=44.0 ® w I �j� Z U- 1 12 LF.a Y'ILF. =3A' =0.25'DROP(MIW 4 4 `fl Q Q ® ® ® ® ® ® � � O ' I I ��_ � X I L O Q . � � 6 0 5DR 35 PVC aYe /LF. � ,4. V -� ® �f1 4 0 HOUSE TRAP SANITARY WASTE PIPE 1,500 6AL 4 LF.0 lgitf. =1.13'= 1,200 6AL 4 0 5DR 35 PVC 0Ye /LF. L,p= / O 3' MIN. 4"0 SDR 35 PVC 0YY/LF. GREASE TRAP GT OJO'DROP(MIN) SEPTIC TANK ST 4.0 LF.6 Ye'ILF.=1.13•_ ® ® ® � ® u} COLLAR -t I , Q O O N 4"MIN b'MIN 0.10'DROP(HN) ® ® ® ® ® Q ®_ Ib L.F.o Al/L.F. =4.0'=033'DROP("to //�I j ,� I _ (,L, O IE o 5UMC TANK=44.16' BOT OF TRAP® EL.39.53' BOT.OF TANK ® ® ® ® ® "� ® / J } I _ �� 0 EL.34.16 ® ® ® ® ® ® // [Y F I O I O O IE.=44.16' ® ® © ® ® ® \ I / {INL_CT PIPE-SANITARY WASTE PIPE FROM%M'A') ® ® ® ® � ® B'� ~ PROPOSED SEPTIC SYSTEM No.I FOR 4"0 WR 35 PVC oY4/L.F. ® � ® © I O O Ib L.F.a Y4 ALF. =4.0'=033'RISE(MIN ® � © ® © © I -7 EXISTING BUILDING 'A' 3'GLEAN SAND COLLAR ® ® ® ® ® ® / \ I / (GOMMERGIAL SYSTEM) 8'0 x 13'EFF.OP. ® ® 6 MIN. PENETRATION NOTES:INTO A VIR61N TE: ALL PIPING INSTALLED LEAGHIN6 POOL � ® ® HIGHEST RECORDED I. CONCRETE TO TEST UNDER BLDG SHALL BE CAST IRON, NOT TO SCALE p Of g � ® ® GRND WATER m STRATA OF SAND I f f ( ' ';---� - _ AND GRAVEL 4600 P.S.I.® 28 DAYS \ AND SHALL REMAIN CAST IRON (" .i,. -' .. n BOT.OF POOL® EL.29.0' _ I LEAVING 1114E BUILDING TO A �, U565 DATA WELL No.532340.1 2. REINFORCEMENT HEFTS \ / l_7 AS.T.M.A-615,A-185 SPECS - DISTANCE OF 5'AWAY FROM BLDG PA(5E : DATUM =N6VD24 R r j R I H16HEST REGOROM 6ROLNOWAT E R LEVEL = 1026'ABV VERTICAL DATUM / 4"0 5DR 35 PVG BACKFILL MAITBZIAL 3. ALL SANITARY PIPING TO BE PERIMETER. 1 MAR 31 2016LU) TESTHOLE: No 6ROM"T E R FOUND TO EL. 14.0 (CLEAN SAND d &RAVEL) SANITARY EAGHI NC POO (LP) 5EPT1 G TANK - 1.200 CAL. CST) l..l�,, iotivT L L r'i�r ^r Surd '---- - - ' (GOMMERGIAL SYSTEM) GOMMERGI>4L SYSTEM) NOT TO 5CALE NOT TO SCALE O f 4 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXGLL61VE PROPERTY OF THE ARCHITECT AND THEIR U5E AND PUBLIGATION SHALL BE RE5TRIGTED TO THE ORIGINAL 51TE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL GONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Z VALVE BOX COVER FINISHED 6RADE -111�f-til- -I 11=11 I-11 I-1 I F o o N � N NOTE: 7. ALL WATER LINES SHALL BE 4'-b" BELOW 6RADE. ADJUSTABLE CURB BOX v f_BIN6HAM d TAYLOR FIG. No. _ - _ - _ _ . • . _ . '� *101 BUFFALO TYPE, _ . . _ . . _ . . - - - - - - PROPOSED 2" WATER SERVICE COMPLETE OR APPROVED - _ - _ - _ - _ : . _ _ - _ - _ - (15' MIN CAPPER PIPE PRIOR To CONN POINT) E�� _ - _ - _ - _ - - - U z CURB STOP MUELLER H-15204 - -. - - - - - : . - - - - - Q v 2 A s `' PROPOSED 2" WATER SERVICE M AN51TION TO OF APPROVED EQUAL. - - - - - 7._ - Twin 75 Wit!Quartz Bullet floods come pre-assembled and pre-wired ;2 PVC PIPE BETWEEN REQ'D COPPER LENGTHS) _ - - _ - _ - . on C103 Mounting plate. Lamps supplied. TAMPEC3 BA6KFILL PROP05ED 2" WATER SERVICE _ _ _ _ _ _ _ _ _ _ . . _ . . _ . . _ . Lamp Info Ballast Info u, PROPOSED 2" WATER S?- PO [COPPER PIPE - 15' MIN FROM ALL _ _ _ _ _ Type: T-4 Type: N/A qz (GOPPER PI CONNECTION POINTS(lYP), _ _ _ _ . . _ - _ - _ - _ - D i TRAN51TION TO 2" PVC BETWEEN - . . - . . - - Watts: 75W 12oV: N/A o 0 0 0 FROM CONNCORPORATION STOP MUELLER H-15000 OR VALVE E30X 9HOUL-D_NOT _ - _ - _ - _ - Shape/Size,: N/A 208V: N/A N N , cv n REQ'D COPPER LENGTHS] _ - _ _ Base: N/A 240V: N/A Q APPROVED EQUAL WITH APAG FULL BODY COME INTO CONTAG•T WITH - - - - SUPPORT INSERT SERVICE SADDLE / 107. WATER MAIN OR VALN/E- - - - - - ANSI: N/A 277v: N/A ry o b 0 0 Hours: 1,500 Input Watts: 75W EXISTING WATER MAIN - - - - a. ° Lamp Lumens: 1,500 Efficiency: 100% Efficacy: 20 LPW WATER 5ERVIGE DETAIL PVC MAIN ° ° +° PVC MAIN Technical Specifications NTS. d° :a a a° UL Listing: ° Suitable for wet locations. Suitable for mounting within 1.2m (4ft) of the ground. Housing;: - - - - - - - - - - - - - - : Precision die cast aluminum, 1/2" NPS threaded arm - - - - - - with locking swivel and EZ Grip lock nut fits all standard INSTALLATION REQUIREMENTS EOR WATER SER\/IGES = _ _ _ _ _ BLa � �FG� �`� °F- mounting covers. - CONCRETE A6AIN5T 5UITABLE - (TAKEN FROM SUFFOLK COUNTY WATER AUTHORITY, APPENDIX 3) - _ - mUNDI� FZEBED - _ - _ - - - - - - - - - - SOI L A� APPROVED.BY TH€ _ . INSTALLATION I ATION OF SEFMCES--SUBDIVISIONS G. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT - _ - _ 1-- - _ - - Lens Gasket: 15 UTILIZED 15 NOT AGGEPTABLE.(BRA COUPLIN66 ARE ENOI NEER..D9�7E JA�LUNDE RI�(EAT1={ INSTALL PIPING 4 I/2'DEQ FROM THE HOUSE TO THE EXISTING STUB RE�IRZDJ - - - - - - - - _ -AN_D-51D_E:5 IN 50_LID DIRT._ - - High temiperature silicone gasket stays in place during VAULT(TIE IN AT AUTHORITY'S COPPER TAIL) D. TWENTY(20')FEET OF COPPER 15 REQUIRED FROM INSIDE _ _ _ - _ _ - - - . - - - - - - - relamping INSTALLATION OF SERVICES--EXISTIN6 STREET E WATER MAIN - - - - - - - - . . - . . - . . - . . . I. INSTALL PIPING ON THE PROPERTY,4 1/2 FEET DEEP FROM THE THE BUILDING TO THE START OF THE PLASTIC PIPE. _ . . _ . . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SERVICE LINE INSPECTION PROCEDURES Reflector: BUILDIN6 TO THE PROPERTY LINE.A MINIMUM I SERVICE LINE IS • REQUIRED. I. GALL THE NEW SERVICE DEPARTMENT TO REQUEST AN 2. LEAVE A I'RISER ABOVE THE GROUND LEVEL AT THE PROPERTY INSPECTION WHEN YOUR WORK 15 COMPLETED.(ONE BUSINESS Semi-specular anodized aluminum. U m LINE WITH THE END CRIMPED. DAY ADVANCED NOTICE IS REQUIRED) TYP I GAL IN LINE WATER VALVE I N5TALLATI ON 3. 5EIZACE LINE MEASUREMENTS FORM MUST BE COMPLETED AND 2• SOMEONE MUST BE PRESENT ON THE DAY OF INSPECTION. Sockets: 3. IF REINSPECTION I5 NECESSARY,A 42500 FEE MUST BE PAID SUBMITTED AT TIME� INSPECTION.MEASUREMENTS ARE TAKEN NOT TO SCALE Porcelain bi-pin GY 8 base with gold plated contacts FROM TWO(2)NEAREST CORNERS OF THE BUILOIN6 TO THE END OF PRIOR To THE REINSPE•GTTON. YOUR PIPE AT THE PROPERTY LINE.SERVICE LINE MEASUREMENT 4. LEAVE THE TRENCH OPEN.DO NOT BACKFILL THE TRENCH UNTIL and 250° C socket wires. W N FORMS ARE AVAILABLE AT THE NEW SERVICE DEPARTMENT. OUR INSPECTOR HAS APPROVED THE SERVICE LINE. 4. THE END OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 FLEET 5. IF THE SERVICE LINE INSPECTION PASSES,THE END OF THE PIPE Lens: 1- TT2EE5 TELEPHONE POLES BY THE CURB WILL BE PAINTED BLUE IF SERVICE INSPECTION / C1� m AWAY FROM ANY OBSTRUCTION SUCH A5 FAIL5,THE END OF THE SERVICE WILL BE FAINTED RED. g CATCH BASINS,OR DRIVEWAYS AND SHOULD BE AT A�LOCATION Thick, tempered lass. APPROXIMATELY OPPOSITE THE POINT OF ENTRY INTO THE b. PLEASE DO NOT GALL OUR OFFICE UNTIL 4:30 P.M.IF YO1R ® O X BUILDING. INSPECTION FAILS. � Finish: EXISTING � m 5. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE 7. NO OTHER UTILITIES(E.6.6A5,ELECTRIC,GABLE N,ET( Our environmentally friendly polyester powder coatings I STY FR. BUILDING 111 j BUILDING. SHALL BE BURIED IN THE WATER SERVICE TRENCH. X Z b. ALL OTHER UNDER6ROUNO UTILITIES MUST MAINTAIN A 10 FOOT tgm SETS are formulated for high-durability and long-lasting color, USE: FARMSTAND [� CLEARANCE FROM WATER SERVICE AFTER ALL OF THE ABOVE HAS BEEN COMPLETED,GALL THE NEW and contains no VOC or toxic heavy metals. 00 0.0 (TO BE REWORKED) � O INSTALLATION OF SERVICES--EXISTING STREET STUBS SERVICE DEPARTMENT TO HAVE THE METER SET.WE MUST HAVE THE 00 � CQ 1 O 1. INSTALL PIPE 4 1/2 FEET DEEP FROM THE HOUSE TO THE EXISTTN6 HOUSE NUMBER BEFORE THE METER CAN BE SET• ,0.0 ,0 0 O.0 .0.0 STUB VAULT(TIE IN AT AUTHORITY5 COPPER TAIL) TAP LETTERS Replacement Lamps: 00 00 01 p0 00 OD 7- 2. 2. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE TA'LETTERS CAN BE REGIUB1TD AFTER�-��`�BEEN PAID, O LLI BUILDING. WATER SERVICE HA5 BEEN E5TABLI5HEO AND THE METER HAS FIEDI DUAL SET. (MODEL No. B B BULLET KIT ,o.o o.l 0.1 01.1 ,o.l o.o 0 CL SPECIFICATIONS qrE Installatil4LT: 0.1 01 001 .0 00 0.0 NOTICE IF INSTALLING SEPARATE HOT WATER HEATERS SEPAR I. TYPE 'K"SOFT COPPER 1UBIN6,MINIMUM SIZE I"INSIDIE DIAMETER. MOUNTING HEIGHT = 8 ABV GRADE 0.2 0.2 ,0.1 0.0 2 O 2. CUSTOMERS VALVE" EXPANSION W AN IO SERVICE rip HOMEOWNER BE INSTALLED. Twin BUILDER CAN BRING INA Twin 75\Av Flood Kit pre-assembled on C103 plate for ,0.0 0.0 02 •0.I ,ol 0.1 00 •0.0 ,0.0 ts) N A VALVE MU'�T BE INSTALLED WHERE THE PIPE FIRST ENTERS THE y 0.0 0.0 01 01 Al 0.1 p•1 0,0 0.0 ({� BUILDING. SIGNED APPLICATION CARD SIGNED BY THE BUYER,BUT IT MUST BE easy IrtSt�c�latl0n. 3. PLASTIC PIPE SPECIFICATIONS: FILLED OUT COMPLETELY INGLUOIN6 SOCIAL SECURITY NUMBER ,0.0 0.3 0.2 0� 0.1 0.1 0'0 00 ,o.o • A. PIPE MAWFAGTURED AND DE516NM FOR USE IN POTABLE DRIVER LICENSE ID NIMBER,CURRENT MAILING ADDRESS,AND 0.1 01 ,02 ,0.1 00 ,o.o •• Patents: ,o.o 0.2 ,o.o - GONTACT PHONE NUMBER.IT 15 RECOMMENDED THAT THE BUILDER 00 0.0 0.3 0•� ,0.1 0.1 00 WATER 5Y5T'8�15 CAN BE INSTALLED FROM THE BUILDING TO RAB sens-,r and fixture designs are protected under ,o.o •0.0 ' ' ,0.0 0.0 1 0.l 0.2 02 0.1 oI oo .00 •o.o • • ESTABLISH THE ACCOUNT AND GALL FOR A DISCONNECTION OF g p ,0.0 •0.0 0. 0.2 0.1 WITHIN RT FROM THE PROPERTY LINE.THE LAST S. TO THE SERVICE,ALLOWIN6 THE BUYER ONE WEEK TO ESTABLISH SERVICE IN ,0.1 0'1 4 .03 O.I 0.1 0.0 !�I PROPERTY LINE MUSr BE"K'SOFT.COPPER TUBING. U.S. and International Intellectual Property laws. 00 0.1 0.1 ,o.l 01 01 o•I ,o.0 01 OS o• 04 03 ,03 0.2 0.1 01 0l of .0.0 ,o.o B. PIPE 5HOULD BE CLASSIFIED TO WITHSTAND WORKIN6 HI5/HER NAME. PRESSURE OF 200 P.S.I.(WITH BURSTTN6 PRESSURE RATED AT 0.1 0.l 0.0 Ob 0.4 0.2 0.1 00 ,0.0 0 0 0.2 ,0.2 0.1 . .I .0.0 ,0.2 0.3 ,0.6 0.4 0.3 0.1 .0.1 .0.0 . . LEAST TWICE THE WORKING PRE59l1RFJ ,0.0 • . ,0.1 .0.1 .0.1 OA ,0.6 0.1 ,03 ,0.2 '0.1 0.0 0.0 ENGINEER: 0.0 0.0 ,0.1 0.1 0.1 ,0.1 ,0.4 1 0.1 0.4 ,0.1 ,0.1 0.1 00 0.0 0.1 ,0.1 03 0.2 ,0.2 0.1 ,0.1 .0.1 ,0.0 .0.1 0.2 0.6 J.0 J.1 J8 J3 0.1 .0.4 0.2 .0.12 0.1 .0.1 0.1 0.0 ,0.0 ��p� NET. W YO 0 0 0.0 ,0.2 ,0.2 ,0.0 ,25 03 •0 Q. L)7 'Q \ 01 0.2 0.3 .0.2 ,O.I 0.1 .0.1 ,0.1 0 -25 J•9 0.9 0.4 ,0.1 0.l 0.1 0.0 co �� 00 0.1 05 0.4 ,03 0.2 ,0.2 ,0.1 0.1 0.1 ,0.1 .0.0 ,4S 21 J.0 .0.4 03 .0.2 0.1 0.1 EXISOTING � RAB NOTES: 0 0 0.1 0.2 03 0 0 2 0.1 ,0.1 O ,4. ,0.2 .0.1 .0.1 r 1�+, w 16H O S 2 0.3 .0.6 .0.4 .0.4 0.4 0.3 0.2 ,0.1 ,0.1 A J.2 0.1 ,0.4 ,0.1 Lu .0.I 0.1 USE:GARAGE .15TY FR BL06 Jillti 2 THE LIGHT L 5 FACTOR(LLF) 15 A PRODUCT OF MANY 4 0.6 . ,0.1 PROPOSED o 2 POSTS V36'MIN'RIVEN MIN. 14 AU6E LEN6TH FENCE WOVEN HIRE FENCE fiX.b' VARIABLES,ONLY LAMP LUMEN DEPRECIATION (LLD) HAS BEEN 0.4 0.b .0.b .0.1 01 0.4 03 ,0.2 •ol 15Tf STEEL BUILDING p3 •02 ,oI of ,O.o Oo s 07349,5 2"X4"WOOD FRAME INTO GROUND. MESH SPACING) APPLIED TO THE CALCULATED RE5ULT5 UNLE'.55 OTHERW15E NOTED. ,06 J.0 J.1 J I 02 ,o.l U56 GIEE5E MAKING ,0.1 .0.1 0D 0.0 DA THE LLD 15 THE RESULT(QUOTIENT) OF MEAN LUMENS/ INITIAL J.3 0.1 ,04 FAREA: X842 .0.0 ,o.0 0.0 0'o AOFESS\G1 3y STAKE 10' H�Ax• G. To G. LUMENS PER LAMP MANUFACTURER'S SPECIFICATIONS. J.9 +25 Jq 'oq 0.4 ,0.3 X Z �� •4• 2.5 0.4 JEFFREY T. BUTLER, P.E. n 'z' FABRIC ILLUMINATION VALUES SHOWN (IN FOOTGANDLE5) ARE THE ,4.1 Z1 Jo -� PREDICTED RESULTS FOR PLANES OF CALCULATION EITHER 2 ,0.1 �/' Q HORIZONTAL, VERTICAL OR INCLINED AS DESIGNATED IN THE J APPROVED BY? CALCULATION ;1JMMARY. METER ORIENTATION 15 NORMAL TO THE 03 '02 O O �- _-11i= ° HEI6HT OF PLANE OF CAl<.ULATION. © ExI5TTN6 Z (n -�- III v �' FILTER I STY FR.BUILDING f- IIII��I� 1= vQ i =Ib'MIN U5E:SHEEP BARN PLANNING BOARD V1 SII-I IIIA=IIT(1-1j1 a 0`� Z ' THE CALCULATED RESULTS OF THIS LIGHTING SIMULATION (To REMAIN) (N O °v W �ti �0 y y y W � y F REPRE.5ENT5,HND ANTICIPATED PREDICTION OF SYSTEM FINFL.EL.=42.5' TOWN OF SOUTh40LD CA N }- CC y PERFORMANCE:. ACTUAL MEASURED RESULTS MAY VARY FROM - CQ DROP INLET BURIED FABRIC THE ANTIGIPA:II:D PERFORMANCE AND ARE SUBJECT TO MEANS DATE u- WITH 6ATE PERSPECTIVE VIEW AND METHODS WHIGH ARE BEYOND THE CONTROL OF RAB O W Z ` O }- Q O A w- Z m } FRAME 36"MIN.FENCE POST-� LIGHTING, LNG.. t" / \ � O �� _ MOUNTING HIFIC14T DETERMINATION 15 JOB 51TE SPECIFIC,OUR 1/•.� �j 1 O WOVEN WIRE FENCE(MIN.141/2 6AU6E H/ N N t L _ MAX.6'MESH SPA(1%)WITH FILTER CLOTH o L16HTIN6 SIMULATIONS A55UME A MOUNTING HE16HT(INSERTION O O ( l _ POINT OF THE LUMINAIRE SYMBOL) TO BE TAKEN AT THE TOP OF < v 1 LL I If D z FLON ? THE SYMBOL FOR GEILIN6 MOUNTED LUMINARIES AND AT THE LL j L BOTTOM OF THE SYMBOL FOR ALL OTHER LUMINAIRE MOUNTING 111 GATHER EXCESS AT I t1ND151URBED 6Ra1ND � GONFIGl1RATIcCfdS. ZQCORNERS I 111 COMPACTED 501L _ W O PARTIAL PLAN PROPOSED L 1 C NTI NC < Z '�� ✓ z " RAB LIGHTIINS, INC. LUMINAIRE AND PRODUCT DESIGNS ARE 1L EMBED FILTER CLOTHU4' PROTECTED IJrDER U.S. AND INTERNATIONAL INTELLECTUAL SCALE: I" = 20'-0" < - u GON5TRUGTION 5PEGIFIGATIONS A MIN OF b"IN GROUND. TION VIEW - :: PROPERLY LIAWS. � � � � O PATENTS 155U)ED OR PENDING APPLY. THE LI6HTIN6 ANALYSIS,EZ-LAYOUT, ENERGY ANALYSIS AND /OR VISUAL 51MULATION5("Ll GHTING DE516N) PROVIDED BY RAB L16HTIN6, ING. (RAB) �+ cel Z 11- REPRESENTS AND ANTICIPATED PREDICTION OF LIGHTING SYSTEM PERFORMANCE BASED UPON DESIGN PARAMETERS AND INFORMATION PROVIDED BY I.FILTER FABRIG SHALL HAVE AN E05 OF 40-85. BURLAP MAY BE U5ED FOR SHORT 2 X OTHERS. THESE DE51ON PARAMETERS AND INFORMATION PROVIDED BY OTHERS HAVE NOT BEEN FIELD VERIFIED BY RAB AND THEREFORE AGTUAL TERM APPLICATIONS. JOINTS. IF JOINTS ARE NEEDED GONSTRUGTION SPEGIFIGATIONS Luminaire Location Summary MEASURED RESULTS MAY VARY FROM THE ACTUAL FIELD CONDITIONS. RAB REGOMMEN05 THAT DESIGN PARAMETERS AND OTHER INFORMATION BE Q O O N 2.GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATEFIELD VERIFIED THE REDUCE VARIATION. v !L O THEY WILL BE OVERLAPPED TO THE NEXT STAKE. LUmNO Ta 1(Qt Label Mtg Ht Orient Tilt RAB NEITHER WARRANTEE5, EITHER IMPLIED OR STATED WITH REGARD TO ACTUAL MEASURED LIGHT LEVELS OR ENERGY CONSUMPTION LEVELS A5 l O „ I.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE P05T5 WITH WIRE TIES �+ •• 3.STAKE MATERIALS WILL BE STANDARD 2 x 4 WOOD OR EQUIVALENT. METAL WITH A OR STAPLES.P05T5 SHALL BE STEEL EITHER'T"OR 'u"TYPE OR HARDWOOD. I A (2)) OB26 8 226.08 60 COMPARED TO TH05E ILLUSTRATED BY THE LIGHTING DE516N. RAB NEITHER WARRANTEE5, EITHER IMPLIED OR STATED, NOR REPRE5ENT5 THE O MINIMUM LENGTH OF 3 FEET. 2.FILTER CLOTH TO BE TO BE FASTENED 5EGURELY TO WOVEN WIRE APPROPRIATENESS,GOMPLETENE55 OR SUITABILITY OF THE LIGHTING DE516N INTENT A5 COMPLIANT WITH ANY APPLICABLE REGULATORY CODE Z W 4.5PAGE STAKE5 EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IS 2 A 2a OB28 b 221.4Q5 bO REQUIREMENTS WITH THE EXCEPTION OF TH05E SPECIFICALLY STATED ON DRAWINGS CREATED AND SUBMITTED BY RAB. THE LIGHTING DE516N 15 Z INCHES DEEP. 5PAN5 GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF FENCE WITH TIES SPACED EVERY 112 AT TDP AND MID SECTION. ( ISSUED, IN WHOLE OR IN PART, A5 ADVISORY DOGUMENT5 FOR INFORMATIONAL PURPOSES AND 15 NOT INTENDED FOR CONSTRUCTION NOR A5 BEING WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. FENCE SHAT-L BE WOVEN WIRE,12 I/2 GAUGE,6"MAXIMUM MESH OPENING. Total GhlQntltl : 2 PART OF A PROJECT'S CONSTRUCTION DOCUMENT PACKAGE. � � � � 5. FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT 3.WHEN 11^10 SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- a � SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. LAPPED BY 51X INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI IOOX,5TA131LINKA T14ON,OR APPROVED EQUIVALENT. b.A 2 x 4 WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC Luminaire 5Gh ,dule FOR OVER FLOW STABILITY.MAXIMUM DRAINAGE AREA I AGRE 4.PREFABRIGATEU UNITS SHALL BE 6)=OFAB,ENVIROFENGE,OR APPROVED EQUIVALENT. mbol Too (fit Label Arrangement TI Lam Lumens Lum. Lumens LLF Oemri tlon Lum. Watts Arr. Watts Total Watts Filename 5.MAINTENANCE SHALL BE PERFORMED A5 NEEDED AND MATERIAL REMOVED WHEN y 9 P P • P A G E : 'BULGES"DEVELOP IN THE SILT FENCE. CA; 2 0628 2 ® 900 1500 152 1.000 Quartz Dual Head Bullet Kit - 15H 15 150 300 QBI - L5121865.IE5 FILTER FABRIC U.S.DEPARTMENT OF AGRICULTURE U.5.DEPARTMENT OF AGRIGULTIRE L� ` NATURAL RE5OURGE5 CONSERVATION SERVICE DROP INLET NATURAL RESOURCES CONSERVATION 5ERVIGE SILT Calculation 5lummary JEFFREY T. BUTLER, P.E. 15 NOT RESPONSIBLE FOR SAFETY LIAR 31 2016 NEW YORK STATE:DEPARTMENT OF ENVIRONMENTAL GON5ERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL GON5ERVATION AND SECURITY RISKS DUE TO INADEQUATE LIGHT LEVELS. m -M NEW YORK STATE 501L b WATER GON5ERVATION COMMITTEE PROTECTION NEW YORK STATE 501L t WATER GON5ERVATION COMMITTEE FENCE Label Description Colace Units Avg Max Min Avg/Min Max/Min Pt5pGLr Pt5pGTb THI5 15 NOT A RECOMMENDED LIGHT LAYOUT. IT 15 A 4 Sny` .` DES16N BASED UPON THE SOUT7HOLD TOWN CODE - SECTION LGnlcPts Site Readings Taken at 0'-0" AFG Illuminance FG O.Ob 4.5 0.0 N.A. N.A. 5 5 280-12q AND SUB-SECTION 172 - EXTERIOR LIGHTING - F:,nr,ij, Cm:_rd of 4 THESE PRAKIN65 AND AGGOMPANYI%SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR U5E AND R BLIGATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE:OF ACCEPTANCE OF THESE RE5TRIGTION5. I i vFr-JC"E- TRUSS PLACARDING REQUIRE? DESIGN N D EXPLANATORY NOTES CUTCH0=No. . MORTON BUILDINGS GENERAL SPECIFICATIONS s • l.} ALL PLOT PLANS Ar�D RELATED DETAILS SHALL 6E P?UVIDED BY OWr:ER uNl_ESs LAMINATED COLUMNS- NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS DATE:5AFi P , � 0 INCORPORATED AS PART OF THESE DRAWI',•4GS. NAILED 8"O.C.STAGGERED ON EACH SIDE WITH 4" NAILS. Al.T ----- 2.) MORTON BUILDINGS GENERAL SPECIFICATIOI�IS APPLY UNLESS INDICATED NOT Y BUILD;Nl: ::'t PAR"i::AENT XT DIFFERENTLY ON SPEr_:IFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. ANCHORED ON CONCRETE-COLUMNS ARE ATTACHED TO CONCRETE BY USE OF '/4'H.R. STEEL COLUMN 7C5-1802 4 H,,,': T, �, Pv F'O' R THE` SOCKETS. EACH SOCKET IS FASTENED TO THE CONCRETE BY TWO 1/2" DIA.x 10" PLATED ANCHOR BOLTS AND FOLL&'1JING 1faS,'FCTIONS: 1. FOU,ADATION - T'"10 Fi&JUIRED 3.) MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE, COLUMN IS FASTENED TO SOCKET BY (4) 1/2"x6„M. BOLTS & (8)20d R.S. NAILS. FOZ PO;iRED C0''JCRETu REPAIR,AND OTHER TEMPORARY LOADS PER SECTION 1607.11.2 2. ROUkOH - FRAP�11ti'63 & a.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS =20 PSF TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 3. II`!SYLAT ION b.) ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. PRESSURE 4. F("JAL - COI`lSTRUCT101,1 MUST STRUCTURAL MEMBER =20 PSF BE COP�pPLETE FUR C.O. c.} FOOTINGS -= 14 PSF (DES?GNELO FOR ROOF SNOW LOAD AND OTHER TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE ALL CONSTRUCTION! SH11,LL MEET THF CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. REQUIRCMENTS OF THE CODES OF NE'd4` NON-TEMPORARY LOADS W/APPROVAL FROM BUILDING OFFICIAL). YORK STATE. NOT RESPONSIBLE FOR DESIGiv OR CONSTRUCTION ERROP:S. 4.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE FRAMING LUMBER-SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 361, DIRECTION OF THE LICENSED / REGISTERED ENGINEER . O.C.WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24"O.C.ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. 5.) +THE PRECEDING SYMBOL'IDENTIRES ITEPAS THROUGHOUT THE PLANS THAT ARE ;.r} JAS ® NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' &TO�'�N CODES ROOF TRUSSES- FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED`21'2 ' 'I ! SUBCONTRACTORS AND ARE THE OWNERS Rwl'ONSlB'IL{TY. nS �;EOUiRE'D AND „ONDtTlONS OI' AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE i ,, AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT TO!!N nLP.INING BCF,F,D STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. __. .._.. �-- � ,ri��.i•.,,,E,i TZ�ICTcc=� SIDING PANELS & ROOFING (FLUOROFLEX 1000 TM) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME -y'f uj STEEL WITH AN ADDITIONAL BAKED-ON 707o PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON _M �"' } � z EXTERIOR. BUILDING DESIGN CRITERIA UJ OCCUPANCY OR ": BUILDING CODE 2010 BUILDING CODE OF NEW YORK STATE TRIM- DIE-FORMED TRIM OF 0.017 MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, ��++ USE GROUP AGRICULTURAL U CORNERS, BASE WINDOWS,AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. USC IS UNLAWFUL CONSTRUCTION TYPE VB ,y CERTIFICATE EXISTING BUILDING AREA I 7200 SO FT O U! WITHOUT �. GUTTERS-5"K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINl3H TO MATCH TRIM, ON BOTH SIDES C O Rs PROPOSED BUILDING ARES. _ 1108 SQ FT OF THE BUILDING. OF VCCUPAI�ICY _..;~ `'.'.,.;- TOTAL BUILDING AREA 8308 SCS FT ~Y 2x4WF1F1 02/i2 .,' '��:�+�� ,1'� t'' t'"'� '°( I 0r_ : x,... MEAN ROOF HEIGHT 13.6 FT #. � '- DO NOT PROCEED WITH BUILDING CATEGORY I FRAMING SURVEY OF FOUNDATION LOCATION MINIMUM LIVE ROOF LOAD DESIGN SEE NOTE #3 xll�t Ili;:�r;��I►.;��.4 {%��{,�,�}�ac9�l"p!!t"-�•t ��t'�+j�1�� HAS BEEN APPROVED. ��4-+fir-.�_. GROUND SNOW LOAD 20 PSF _ MAXIMUM DESIGN ELEVATION 1000 FT WIND SPEED (Vss) 120 MPH WIND IMPORTANCE FACTOR 0.77 EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT ±0.18 BUILDING DESIGN CONDITION ENCLOSEDWIND LOAD DESIGN ASCE 7 METHOD 2 Al- ZONE i E 19.67 PSF ZONE 2E -25.60 PSF I ZONE 3E -17.48 PSF ZONE 4E -16.35 PSF MAIN WINDFORCE RESISTING SYSTEM � ZONE 5E _ 16.18 PSI: (ALL FORCES ACT NORMAL TO THE SURFACE) I ZONE 6E 12.49 PSF (FOE:ZONES SEE MWFRS ON ELEVATIONS PAGE) I ZONE 1 �� 14.26 PSF (MAXIMUM VALUE SHOWN) I---- ZONE 2 { -17.82 PSF !{ DRAWN BY. ZONE 3 I -13.28 PSF DA TE: ZONE 4 -12.19 PSF ZONE 5 11.88 PSF CHECKED BY* ZONE 6 -9.63 PSF DATE' CURRENT LUMBER SPECIFICATIONS (06-01-2013) ZONE 1 13.93, -22.12 PSF REVISED DATE. SHEET INDEX SIZE DESCRIPTION BENDING VALUE Fb COMPONENT&CLADDING WIND LOADS ZONE 2 � 13.93, -383.51 PSF REVISED DATE. SHEET# DESCRIPTION 2x4 NO.2SPF 1313 PSI I (ALL FORCES ACT NORMAL TO THE SURFACE) ZONE3 13.93, -56.94 PSF REVISE DDATE: G1 OF G1 SPECIFICATIONS &SHEET INDEX 2x4 NO. 1 SYP 1500 PSI (FOR ZONES SEE ELEVATIONS) ZONE 4' 24.17, -26.22 PSF 2x4 2100f MSR SPF 2100 PSI ZONE 5 24.17,-32.36 PSF REVISED DATE.' SF1 OF SF2 FOUNDATION PLAN &SECTIONS 2x6 NO.2 SPF 1138 PSI SF2 OF SF2 FOUNDATION SECTION & DETAIL 2x6 NO. 1 SYP 1350 PSI 2x6 2100f MSR SPF 2100 PSI 2X6 2400 MSR SYP 2400 PSI S1 OF S6 COLUMN PLAN _ 2x8 NO. 1 SYP 1250 PSI I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR S2 OF S6 TRUSS PLAN,TRUSS DRAWING, & DETAILS 2x83 2400 MSR SYP 14.00 PSI * ROOF SNOW LOAD C1�.LCU)- W.!R THIS BUILDING WAS PREPARED BY ME OR UNDER MY�y S3 OF S6 ELEVATIONS _ _ _ DIRECT SUPERVISION AND THAT I AM A DULY 40,E tmE=vv'SIN 2x10 NO. 1 SYP 1050 PSI LICENSED/REGISTERED PROFESSIONAL ENGIN i'•D. 0+�,,: S4 OF S6 SECTIONS & DETAILS = 0.7 x Ce x 1 x Pg x CsL. 2x10 2400 MSR SYP 2400 PSI Ce - SNOW EXPOSK- FACTOR = 1.0 S5 OF S6 SECTIONS & DETAIL 2x12 NO. 1 SYP 1000 PSI I = PORTANFACTOR =0.80 O" S6 OF S6 SECTION & DETAILS 2x12 2250f MSR SYP 2250 PSI Pg = G UN NOW LOAD =20 PSF 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI Ct = THEIR L FACTOR = 1.2 GI 'G` .•� . .'��' Cs = R F SL FACTOR = 1.0 "� h° 3 112"X 15" GLU-LAM 1650 PSI RONALD L.SU , P.E. 5 1/4"xl 6 1/2" GLU-LAM 2400 PSI ` Ps = .7x 1.0x0. 20x 1.2x 1.0 = 13.44 PSF DATE: •�� 4ne+ � nGl � �`°�"As r•5 1/4"xl 9 1/2" GLU-LAM 2400 PSISHF_E OFFICE: DESI N AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-040646 CONDITIONS MAY REQUIRE MODIFICATIONS. 42'-0" 2.) CONCRETE FLOOR NOTES: Ln F a. 3500 PSI, 5 1/2 BAG MIX CONCRETE A b. SLOPE GRADE AWAY FROM BUILDING C 1" PER FOOT FOR A MINIMUM SH DISTANCE OF 10' PLUS OVERHANG WIDTH cm C. A VAPOR RETARDER IS NOT MANDATED PER IBC:SECTION 1910 EXCEPTION 3. "` aa UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL ca BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT B o d. CONTRACTION JOINTS UNIFORMLY SPACED 18' 0.C. OR LESS Lu SF1 Z 3.) CONCRETE FOUNDATION NOTES: T. �1�� 4 C _ a. CONCRETE & REINFORCING BAR SPECIFICATIONS: _ N A SF2 -3500 PSI, 5 1/2 BAG MIX SF1 -GRADE 60, DEFORMED REINFORCING BARS b. VERTICAL REINFORCING: 4 - HOOK VERTICAL REINFORCING 8"MINIMUM IN FOOTING Uu U � � N -SPLICE LENGTH SH LL BE 12"rVtINIMUM -COVER SHALL BE 2 1/2"MINIMUM c. HORIZONTAL REINFORCING: - HORIZONTAL REINFORCING SHALL BE CONTINUOUS OR PROPERLY SPLICE W AROUND ALL CORNERS � ` -SPLICE LENGTH SHALL BE 12"MINIMUM CL >— - COVER SHALL BE 3"MINIMUM L SF1 LLi UJ 42'-0" 4.) NOTCH WALL DOUBLE THE THICKNESS OF THE INTERIOR FLOOR PLUS THE HEIGHT OF 0 THE WALL ABOVE THE FLOOR (IF APPLICABLE). NOTCH WALL 8" DEEP AT DOOR U OPENING. 5.) LANDING &THRESHOLD: FOUNDATION PLANz a. ALL DOORS REOU!I?ED TO BE ACCESSIBLE &SHALL BE PROVIDED WITH LEVER z HANDLES OR PUSH/PULL HARDWARE. �� U b. ALL DETAILS SHALL CONFORM TO Al 17.1 O c. ACCESSIBLE ROUTES SHALL BE BY HARD, FIRM, AND SLIP RESISTANT SURFACES � AND SHALL HAVE SLOPES OF LESS THAN 1:20 01 d. CLOSURES FOR DOORS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES,THE DOOR WILL TAKE NOT LESS THAN 3 SECONDS x TO MOVE TO A POINT 3 IN. FROM THE LATCH, MEASURED TO THE LEADING � EDGE OF THE DOOR. 0 e. THE,IM.A?CIMUM FORCE FOR PUSHING OR PULLING OPEN ACCESSIBLE Q- INTERIOR HINGED DOORS SHALL BE 5 LB/FT. f. HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED z 34"MINIMUM TO 48"MAXIMUM ABOVE THE FINISHED FLOOR. u.t it d FOUNDATION PLAN DIMENSION 4 1/4" .. �9 (2) 1/2"x10" PLATED ANCHOR BOLTS 2" I 6"TO 1 2" FOUNDATION PLAN DIMENSION FINISH GRADE DRAWN BY.- RANDY P. � 4 1/4" _ DATE' 7/17/2014 i CHECKED BY.' V. DEVERA 60" 2„ (2) 1/2"x10"PLATED ANCHOR BOLTS DATE- 07/23/14 ill-� REVISED DATE. — 6"MAX. REVISED DATE. -- 2 1/2" FINISH GR 6"CONCRETE FLOOR ADE 6"CONCRETE FLOOR REVISED DATE — 4"MINIMUM COMPACTED GRANULAR BASE+ 36' 4"MINIMUM COMPACTED GRANULAR BASE REVISED DATE: --- OR IN SITU GRANULAR SOIL OR IN SITU GRANULAR SOIL R-10 PERIMETER INSULATION R-10 PERIMETER INSULATION ' 12" MIN. HORIZONTAL REINF. 2-#4 REBARS, ® MIN. HORIZONTAL REINF. 2-#4 REBARS, 3" 1 AT 6"FROM TOP, 1 AT 6" FROM BOTTOM 1 AT 6" FROM TOP, 1 AT 6" FROM BOTTOM `° A &SO NO BARS ARE MORE THAN 2'APART 8�SO NO BARS ARE MORE THAN 2'APART .® £, ®: ,� 12"CONCRETE FOUNDATION WALL 12" `� 36 � 10"CONCRETE FOUNDATION WALL MIN. VERTICAL REINF. #4 REBARS 3 MIN. VERTICAL REINE #4 REBARS SET IN FTG. NOT TO EXCEED 2' 0.C. SET IN FTG. NOT TO EXCEED 2' 0.C. 5 TYPICAL FOOTING w/2-#4 REBARS 24" TYPICAL FOOTING w/2-#4 REBARS -Wxm UNLESS SPECIFIED OTHERWISE UNLESS SPECIFIED OTHERWISE �- 0-7 . Z6 . { FOUNDATION SECTION A FOUNDATION SECTION B 2' 8' SCALE: 1/2"= l'-0" SCALE: 1/2"= 1'-0" SCALE: 1' 4' 16' SCALE.'AS NOTED SHEET NO. (,--SFICFSF2 OFFICE: CUTCHOGUE, NY WALKDOOR THRESHOLD WITH JOB NO. BEVEL LESS THAN 1:2 SLOPE 128-040646 6"CONCRETE FLOOR cV 4" BASE OF FIPMLY COMPACTED COARSE SAND, GRAVEL, ORLLJ d CRUSHED ROCK Z 4 Z CL LANDING & THRESHOLD DETAIL FOR FIBERSTEEL WALKDOOR C r SCALE: 1"= V-0" SEE NOTE #5 Lu 3-2x6 LAMINATED COLUMN 2x6x43 1/4 TREATED BLOCK `r� I � LU FASTENED W/ (7) 1/4'x23/4" TAPCONS E NA 2x8 SPLASHBOARD z 0 2x4 TREATED BLOCK. Ov " OO 0 2x8 SPLASHBOF.RDeel LIJ 3: Lu 0– FOUNDATION WALL z { DRAWN BY.• RANDY P. DATE.- 7/17/2014 CHECKED BY: V. DEVERA DATE; 07/28/14 REVISED DATE — REVISED DATE: -- REVISED DATE ---- EVISED DA TE: --- FOUNDATION FOOTING c9 �a # ,. wW PARTIAL CONCRETE DETAIL. O EIEF NOTED EET NO. OF S F2 =OFFICE:04 01 O O .j V-0"VENTED SIDEWALL OVERHANGS p5'-10 1/2"' 7'-6" 7'-6" 7-6" 7'-6" M5'-10 1/2 10'-1 1/2" 0 V-0"NON-VENTED ENDWALL OVERHANGS P I I A I I I S4 23 -4 23'-9'0uj �. cc o C O z S5 7 Lu 15'-10 1/2" - - 15'-10 1/2" m ck- q I E > > 9 q B S6 00 S4 IN I 7'-10 1/2" - 16S / - 7-10 I/2' 04 REMOVE EXISTING COLUMN iv o I D AND FRAME IN NEW WALK DOOR © I S5 I ADD STCOLUMN o uijf� la I I I I I � Z :. 5'-101/2 7'-6" 7'-6" 7'-6" 7'-6" 5'-1 0 1/2" UJ p P� p - C U . o ` 0I. Lo b C4 zo N co COLUMN PLAN 0 o o COLUMN PLAN LEGEND a o El - 3-2x6 LAMINATED COLUMN LOCATION 0 - 3-2x6 LAMINATED STUB COLUMN LOCATION 0 - EXISTING COLUMN LOCATION - (2) 6068 9-LITE TEMPERED GLASS IN LEAF WITH EMBOSSED CROSSBUCK Uu FIBERSTEEL WALKDOORS, OUT SWING WITH LOCKSETCD 0 - 4429 MB SLIDING WINDOW L- ® - 4429 SLIDING WINDOW FROM EXISTING BUILDING "' - 30X30 ATTIC ACCESS PANEL (VERIFY LOCATION) Lu 8 - SNOW RETAINERS - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS __j - PERIMETER SEAL PACKAGE (COMPLETE BUILDING) 16"S - 16" DIAMETER FOOTING WITH (2)50# BAGS OF SACKRETE IN BOTTOM OF HOLE FOR PAD. PLACE (1)50# BAG OF SACKRETE AROUND COLUMNS WHEN SETTING DRAWN BY.' RANDY P. DATE.' 7/17/2014 CHECKED BY.' V. DEVERA DATE' 07/28/14 REVISED DATE.' -- REVISED DA TE.- -- ROUGH OPENING SCHEDULE REVISED DATE' UNIT SYMBOL WIDTH HEIGHT EVISED DATE,* FROM LEGEND iQ 74 3/4" oil, 0 © 52 1/4" 33 5/8" Vof NEW r �. ,��-• �to ��,� '�� Cb? , 2' 8' SCALE: �. °: �> MwT MUM,2m 1' 4' 16' SCALE.'AS NOTED SHEET NO. S 1 OF S 6 OFFICE.' CUTCHOGUE, NY a =JOBNO.CVQO(� CV (2) 20d R.S. NAILS IN OVERHANG FRAME -040b46 p _t 2x4 BEV. PURLIN _j in O bo N 0 I p5-10 1/2"' 7-6" P 7-6" 04 7-6" N 7-6" `')5-10 1/2"q 2x6 BEV. FASCIA 60d R.S. NAIL i 24'2x8 (NO. 1 SYP) � 04 OVERHANG FRAME END RAFTER ASSEMBLY DETAIL"A"ON SHEET S2 - -- (1) 16d R.S. NAIL (EACH SIDE) (7) 20d R.S. NAILS 2x6 OVERHANG NAILER ' w 03 .................. ............................ . I ( -3-2x6 LAMINATED CORNER COLUMN 2x4 TRUSS HEEL BLOCK z I O ( I W/ (4) 20d R.S. NAILS z DETAIL..8,.ON SHEET S2 —— ........................... ............................ ............................ ................. ... I CL 3> ^ @....... ........................ ............... I.......... ....... a ' CORNER DETAIL eR .................... ............................ ........... U-i ................. ....0............0 ......................4. .......................m-........................ .................... . I i� u CL >- 24'2x8 (NO. 1 SYP) z °� END RAFTER ASSEMBLY W " (4) 20d R.S. NAILS O ® PER CONNECTION R TRUSS/BRACING PLAN u� i —2x6 END COLUMN EXTENSIONS OR � ,w UPRIGHT ASSEMBLY NAILED TO END � TRUSS/BRACING PLAN LEGEND RAFTERHINTERSECTING ASSEMBLWEB. F TENAND TO EACH INTERSECTING WEB. FASTEN TO HEADER U"j - 24' 2090 S.C.TRUSSES AT 7'-6"O.C. AND FRAMING MEMBER WITH (2) 16d R.S. NAILS 2 -24'-2x8 (NO. 1 SYP) END RAFTER ASSEMBLY TQ 2, INTOPRIGHT EACH END COLUMN EXTENSION MEMBER ,Q OR U 3 -2x4 TRUSS TIES AT 4'-0"O.C. R a -2x6 DIAGONAL END BRACES AT 8'-0"O.C. (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) 60d R.S. NAIL a Q E.0°E�:. DETAIL Allci_ e 20 GA. GALVANIZED BOTTOM CHORD o PURLIN CONNECTOR. z OF TRUSS LT a o . § Lj (1) #9X1"TRU-GRIP SCREWS ON PEAK SIDE AND (2) ON EAVE SIDE IN HOLES SHOWN. (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) b 2x4 TRUSS TIE, DETAIL DRAWN SY.- RANDY P. DA TE: 7/17/2014 CHECKED BY.- V. DEVERA DA TE.- 07/28/14 TRUSS SPACING 7'-6" O.C. REVISED DATE.- --- 4 LIVE LOAD 20 PSF DEAD LOAD 4 PSF REVISED DATE.' -- CEILING LOAD 4 PSF REVISED DATE' -- TOTAL LOAD 28 PSF REVISED DA TE: -- 5-3-0 2x4 WEB STIFFENER � r «; , 23-9-0 2' 8' n 24' S.C. 2040 TRUSS SCALE: ' 1' 4' 16' SCALE:AS NOTED SCALE: 1/7'= 1'-0" SHEET NO. S2 OF S 6 Or- ICE DESIGN AN EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-044646 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR,WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE OWNER. e •, e e VENT-A-RIDGE 5"O.G. GUTTERS f r i I i HI-RIB STEEL SIDING T#21 CORNER TRIM T#167 BASE TRIM W/T#198 1.4 .!' ,..aK' :i:i�i�:w:: '1;.`).-0dy„j+��i`r '' `t?J�,�i:'gtli5::'r:;'Y r 1 ! Lu �: T :d1fL„l:�.L'T � �r•"il S� ,• ti:�.. ,- I 1 tri��: .y� '+ 7.•:hi•,4—— —— —— —--— — — — — — — — —— —------------------------------------------------------ I L----'------------------------------------------------------� 17'-6” 24'-6” ui ' C- z o `Q CL w b N UJ o SOUTH ELEVATION O Lu 2 T#16 GABLE TPJM 12 4 4� HI-RIB STEEL SIDING T#21 CORNER TRIM T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT ` •>�., - ../ T#167 BASE TRIM W/T#198 I1 i ------——--——-1 I r------.-- -- I 1 I __ Ll, -1�------- 12'_(Y" 12'-0.. I_.----------------------------------� �&. b I --s CN EAST ELEVATION WEST ELEVATION DRAWN BY. RANDY P DATE.' 7/17/2014 CHECKED BY: V. DEVER) DATE: 107/28/14 REVISED DATE• --- REVISED DATE' --- REVISED DATE: -- EVlSED •t. •';:.*� }o%rri ri Z'•';w'v,'yi'��t.�,'.•' i"• .{• 4:,'e Yb'..�r' 1s1.:sX,�f... I I '>.a•.•1,. 'y%;,L'?zp:�;•�a'1� 'r"'t�tt�lT'cr.'Nl�.e:,�..r•;2;:,��.:: I I Taf �4r ta -fit«S •�XS:`454i{is'�:!J. ! I -- - -- -- --- -- ---- ------------------------------------------------------- L--------- _ --- FS � 25'-0" 17-0" o b I � SCALE:AS NOTED 8' SCALE: SHEET NO. NORTH ELEVATION 1' 16' S3 of S6 OFF!CE.- CUTCHOGUE, NY JOB NO. 128-040646 2x4 PURLIN 3' WIDE �. HEADLOK .19"x6.0" FLATHEAD ii ZONE 2 &3 LAG SCREW 60d R.S. NAIL i ( ) (ICC-ES REPORT ESR-1078) �� TRUSSV rR055 2x4 PURLINS @ 22"O.C. FTr OF 20 GA. GALVANIZED OF 20 GA. GALVANIZED 1 CL CH ORO o, \ PURLIN CONNECTOR CH ORO o• \"I PURLIN CONNECTOR TOP \: o TOP \: • 3' WIDE CL V • oe �� • �\ e (ZONE 2 &3) lk e s � (1) #9x1"TRU-GRIP SCREW ON PEAK SIDE AND (1) #9x1"TRU-GRIP SCREW ON PEAK SIDE AND (2) #9xl"TRU-GRIP SCREWS ON EAVE SIDE OF (2) #9x1"TRU-GRIP SCREWS ON EAVE SIDE OFe2✓�R�'��'�ff��1" � O - INDICATES PURLINS TO BE FASTENED � PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT l�g� w/HEADLOK .19"x 6.0" FLATHEAD LAG �' F", BEFORE FASTENING CLIPS BEFORE FASTENING CLIPS ' � � SCREW,ALL OTHER PURLINS TO BE a FASTENED w/60d R.S. NAIL— 2x4 BUTTED PURLIN DETAIL 2x4 BUTTED PURLIN DETAIL — 24' WI D E BUILDING PURLIN LAYOU T (PURLIN CONNECTED WITH (PURLIN CONNECTED WITH 60D R.S. NAIL) SCALE: 1/2"= V-0" LL_ 6" HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1/2" = 1'-0" � SCALE: 1 1/7'= V-0" :; FLUOROFLEX 1000 HI-RIB STEEL— 2x4 PURLINS AT 22"O.C. (NO. 2 SPF) (4) 0.135"x 2 1/4"R.W. OR [� u T#16 GABLE TRIM 16d R.S. NAILS UJ 0 ' FLUOROFLEX 1000 HI-RIB STEEL 2x6 FASCIA 2' 2x4 PURLINS AT 22"O.C. T#194 TRIM r (NO. 2 SPF) (1) 20d R.S. NAIL THROUGH ® U --•�•* SOFFIT '!i � STRAP &INTO BRACE INSULATION STOP/ HI-RIB/SOFFIT CAP 'j 2' END BRACE STRAP AIR DEFLECTOR 12 HI-RIB FILLER PLUG � W/ PRE-PUNCHED HOLES 2x4 BEV. PURLIN 24'-2x8 (NO. i SYP) (BEND TO FIT) END RAFTER ASSEMBLY «w '3) 0.140"x 1 1 S /2" R.S. NAIL FILLER STRIP NAILS 2x6 BEV. FASCIA ® ' '. 2x6 E.C.E. << ��--- 242090 S.C.TRUSS 5"O.G. GUTTER T#144 &T#146 TRUSS IN COLUMN FASCIA TRIMS 24' 2090 S.C.TRUSS SADDLE Cato- SOFFIT HI-RIB/SOFFIT CAP — LAMINATED COLUIMN ADDL. 2x6 NAILER =- �-- FILLER STRIP 2x4 STRIPPING AT 16"O.C. 2x6 OVERHANG NAILER 1/2"GYPSUM BOARD OR 2x6 DIAGONAL END BRACING AT 8'-0"O.C., 16" DEEP UNFACED FIBERGLASS OTHER INTERIOR FINISH 4� FASTENED TO COLUMN W/ (4) 16d R.S. NAILS INSULATION UTILIZED AS A FIRE 6" BLANKET INSULATION — 2x4 LOWER CHORD TRUSS TIES AT 4'-9'0.C. BLOCK 4 MIL VAPOR RETARDER FLUOROFLEX 1000 HI-RIB STEEL 2x4 TOP BLOCK (2) ROWS 2x6 NAILERS 2x6 TOP NAILER 2100f MSR SPF 1/2"GYPSUM BOARD 2x2 VERTICAL BLOCKS AT LjLl COLUMN LOCATION 2x4 STRIPPING AT 16"O.C. iI .. 3-2x6 LAMINATED COLUMN i 6" BLANKET INSULATION W/ 4 MIL VAPOR RETARDER 6'-8" (1) ROW 2x8 TREATED SPLASHBOARD TOP OF CONCRETE z TOP OF CONCRETEFILLER STRIP W/ PRE-COMPRESSED ULTRA-SEAL FLOOR TO HEEL WALL TO HEEL 12"TALL COLUMN SOCKET W/ T#167 BASE (4) 1/2"x6"M. BOLTS & TRIM W/ (8) 20d R.S. GALV. NAILS _ o � T#198At 2x4 TREATED BASEBOARD " ` DRAWN BY. JRANDYP. W/ PRE-COMPRESSED ULTRA-SEAL DA TE: 7/17/201, (2) 1/2"xl 0" PLATED ANCHOR BOLTS CHECKED BY: V. DEVER FINISH GRADE DA TE: 07/28/14 R-10 RIGID INSULATION REVISED DA TE.' --- 5'-0" REVISED DATE.' -- REVISED DA TE - - _. REVISED DATE.' -- SEE SFl FOR DETAILSOf .� 2A8 Q" �,�� A •® .�, 0 � a SIDEWALL SECTION A ENDWALL SECTION B SCALE:AS NOTED SCALE: 1/2"= V-0" SCALE: 1/2"= V-0' --�� SHEL�T"'0- =SO O. S4 OF S6 F0FF1(E—'E6.TUCHOGUE. NY JOB NO. 128-040646 ADDITIONAL 2x6 NAILER - -- 20d R.S. NAIL THROUGH STRAP INTO TIE e (3) 1 1/2" R.S. NAILS THROUGH STRAP a` , Z LONG END BRACE STRAP �.. i v ' 1 (4) 2 1/4"R.W. NAILS w D z to z 0 ADDITIONAL 2x4 TRUSS TIE ADDITIONAL 2x4 TRUSS TIE TO END!/uALL DETAIL LuLu by �_ CL IOL w� OFA D Cie,! 0 U ' LLJ J T#5 RIDGE CAP FLUOROFLEX 1000 HI-RIB STEEL 0 7/16"OSB W/ 15# FELT 2x6 PURLINS AT 16"O.C. (NO.2 SPF) 12 < X 40 T#178 TRIM i 0 2x6 BEV. FASCIA A� 5"O.G. GUTTER 11 0 T#144 &T#146 FASCIA TRIMS 2x4 SOFFIT SUPPORTS SOFFIT I 1/2"GYPSUM BOARD 4 2x4 STRIPPING AT 16"O.C. 6"BLANKET INSULATION W/ � k� 4 MIL VAPOR RETARDER z 8,-0„ T#167 TRANSITION TRIM TOP OF CONCRETE 2x6 NOTCHED NAILER (2100f MSR) FLOOR TO PORCH TRUSS , DRAWN BY. RANDY P. FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT DA TE. 7/17/2014 7/16"OSB PROTECTIVE LINER CHECKED BY: V. DEVERA T#167 BASE TRIM DA TE: 07/28/14 W/T#198 REVISED DATE.' -- REVISED DATE: ---- REVISED DATE.• --- a ,.•. ..•� .. • • ., ♦ . , a REVISED DATE.• — OF tV 4rx- . . �0 •0 ` J f 2'-0" ENDWALL SECTION C PORCH SECTION D • SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" SCALE.AS NOTEDSHEET NO. S50F S6 OFFICE.' CUTCHOGUE, NY JOS NO. 128-040646 USP JP26S PURLIN HANGER PER SIDE OF TRUSS 0 ,_. N RAFTERw D 2x6 PURLIN w *NOTE: GYPSUM BOARD MAY ALSO BE ATTACHED WITH aC. FASTENING INSTRUCTIONS: 1 114"TYPE W DRYWALL SCREWS @ 12"O.C. FASTEN HANGER TO TRUSS w/(8) 8dxl 1/2" NAILERS &TO PURLIN w/(4) 8dxl 1/2 NAILS 6d- 1 7/8"LONG CEMENT COATED BOX NAIL OR CEMENT COATED COOLER NAIL WITH 1/4"HEAD* I PURLIN HANGER DETAIL 3/8"TO 1/2" 7"O.C. WALLS � . (6"Q.C. CEILING) � r .. Z --' 3/8"TO 1/2" ®.. L uj 2x12 RAFTER (NO. 1 SYP) FASTENED TO $ � EA. COLUMN W/ (8) 20d R.S. NAILS 1/2"GYPSUM WALLBOARDS HI-RIB FILLER PLUG HI-RIB FILLER PLUG OO �� 7"O.C. WALLS T#191 TRIM W/T#129 T#191 TRIM W/T#129 '� (6"O.C. CEILING) NO FLUOROFLEX 1000 HI-RIB STEEL 3' ROLL SELF ADHERING � �-- 2x4 STRIPPING @ 16"Q.C. WATERPROOF MEMBRANE ` 7/16"OSB W/ 15# FELT _- --- ----- - - 2x6PURLINS AT16 O.C. (N0. 2 SPF) a � - -— —————— — — — �_ 2x2 VERTICAL BLOCKING BETWEEN — — NAILERS @ COLUMN LOCATIONS 0 Y� 2X4 NON-TREATED BASEBOARD �} E 2x8 NAILER E 2x8 NAILER i �r 7/16"OSB 2x4 SOFFIT SUPPORTS BUILDING WRAP SOFFIT m HI-RIB/SOFFIT CAP HI-RIB/SOFFIT CAP COLUMN WALL GYPSUM BOARD FASTENING [DETAIL Gi FILLER STRIP FILLER STRIP SCALE: 1/2"= 1'-0" (NON-RATED WALL ASSEMBLY) Lu 2x6 OVERHANG NAILER 2x6 OVERHANG NAILER z < 2x4 STRIPPING @ 16"O.C. 1/2"GYPSUM WALLBOARD 10'-1 1/2" I LAMINATED COLUMN 2x2 VERTICAL BLOCKING BETWEEN NAILERS @ COLUMN LOCATIONS INSIDE � fA RAWN BY' RANDY P. TE: 7/17/2014 HECKED BY.' V. DEVERA OUTSIDE DAT 2x4 NAILERS E.' 07/2.8/14 REVISED DA TE: -- COLUMN WALL GYPSUM BOARD F STE-KING DETAIL REVISED DATE' -- REVISED DATE.' ---- SCALE: 1/2"= V-0" (NON-RATED WALL ASSEMBLY) •• , '• .• a. •' s ; RDA EV/ ED • w -mss`� . • opt 71 e o� , low - a a PORCH SECTION E SCALE.AS NOTED SCALE: 1/2"= V-0" SHEET NO. S6 OF S6