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HomeMy WebLinkAbout38833-Z =� Town of Southold 1/22/2016 P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 38060 Date: 1/22/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 80 Inlet Ln, Greenport SCTM#: 473889 Sec/Block/Lot: 43.-5-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/11/2014 pursuant to which Building Permit No. 38833 dated 4/30/2014 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: alterations and additions, including raising the dwelling, front covered porch, rear patio and outdoor shower stall, to an existing one family dwelling as applied for. The certificate is issued to Bailey,Robert&Bailey,Heidi of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38833 4/2/2015 PLUMBERS CERTIFICATION DATED 4/2/2015 John Sweeney A h rite igna re TOWN OF SOUTHOLD gtia BUILDING DEPARTMENT (1.44:1) - 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#: 38833 Date: 4/30/2014 Permission is hereby granted to: Bailey, Robert & Bailey, Heidi 16 Ryan Dr Ellington, CT 06029 To: Additions and alterations to an existing single family dwelling as applied for. At premises located at: 80 Inlet Ln, Greenport SCTM #473889 Sec/Block/Lot#43.-5-6 Pursuant to application dated 4/11/2014 and approved by the Building Inspector. To expire on 10/30/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,633.20 CO -ADDITION TO DWELLING $50.00 Total: $1,683.20 dr, Building Insp-ctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 4 . �j 7� . I + New Construction: Old or Pre-existing Building: h (check one) Location of Property: I?,j (N/LT LAKIE / E N Po F7-.T House No. Street Hamlet Owner or Owners of Property: +/E-11)1, AND 12.0 6E RT 5A% L -Y Suffolk County Tax Map No 1000,Section 4 J Block 5 Lot 6 4'20 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ r / p i n Signature �,,%pf SO('i5 Town Hall Annex i, ~O0 : Telephone(631)765-1802 54375 Main Road ilig % Fax(631)765-9502 P.O. Box 1179 % o % Southold,NY 11971-0959 : ,Oly �O',�1 . roger.richertla'�,town.southold.ny,us = COUNTY, 0 �•...• ilii BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Robert Bailey Address: 80 Inlet Lane City: Greenport St: New York Zip. 11944 Building Permit#• 38833 Section. 43 Block: 5 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat OIL Duplec Recpt 59 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 12 Smoke Detectors Main Panel 200A NC Condenser 2 Single Recpt Recessed Fixtures 51 CO Detectors Sub Panel NC Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-30/ Emergency Fixtures Time Clocks Disconnect 200A Switches 58 Twist Lock Exit Fixtures TVSS Other Equipment: 4- Exhaust Fans, 9- Paddle Fans, 4- ARC Fault Circuits Breakers, 1- Standby Generator and Transfer Switch Notes: Inspector Signature: Date: April 2, 2015 Electrical 81 Compliance Form.xls *OF SOU/4;N` ,* * c€ 12) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [k ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: e&sf _ Cr- DATE � ( INSPECTOR 38833 _2 1/1,�,hO�;OF SOUL-- \ o _Ai LI TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT [ ] FOUNDATION 1ST [ ROUGH PLUMBING [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 61:?tm, ok_ 4, *Ati , / 1 .., .,/ DATEly INSPECTOR ArMr/44 8Si „47,L, ,s TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R H PLUMBING [ ] 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: _ / v ,jh elA4A-4C7 DATE I INSPECTOR 0€ 4\ # #\ <= a ,, c60A7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) V( ELECTRICAL (FINAL) REMARKS: 4/0-C_- DATE (r INSPECTOR�-� 7 3 8933--e--- ,,pF ,,,, cc„1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INS ION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: .41%k CCD Co ran °4474' Ll DATE 1 `� INSPECTOR • • FIELD IN'SPE�QN REPORT1 DATE I COMMENTS ' V Y FOUND,A 'IOlaI(1ST) .• o ' FOUNDATION(2ND) .. `' i • tr/7-9 0, . . . A . .4.44..., ti j #4.7.4.4y1 * . I • • ROUGH FL.M1 F& S y PLUMBING p ' 1:17/ , ',Au Rirom )Tgip 0 . . f_e„.44.,_(f-7( ( e,._ -:;5 ,.6tg gi INSULATION PER N.Y. i°1 STATE ENERGY CODE 7 I . . A•3 . `x .. c-/ . — . • A • .. . . /i ify--:....., 7 7 . , FINAL , ADDITIONAL corms ' ,- i . j•ri .c, . 'S ttst o o V-k-, --. -s-.. --c-fAi .. c)--5 I , 1 . ',S,_(j'3 ate_A- F -te -b - o Cmc '' '-/ --/4 • ' . . . T z i t - - (k,0 te ' . e&-o\te_ct i.i))1 .66uukj. ,i, .. .13,- • • , o , . . • . • , , m .. . •. . e . .. . . .• . .. . . .. , . e 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.0 D Trustees i II �— —- -� Flood Permit Examined 20_1(4 I I I Storm-Water Assessment Form _ _, APR 1 1 2014 2) Contact: Approved ,20 I Mail to. Disapproved a/c D Phone. Expiration ( 0 5 0 ,20 / I Building Inspector APPLICATION FOR BUILDING PERMIT Date 4 • s , 2014 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. Sill re of applicant or name,if a corporation) 1 guX tocbb, GgBENPoRT II9'f4 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder it Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. ZS - Plumbers License No. Electricians License No. Other Trade's License No. Let 1. Location of land on which proposed work will be done: I21 INLET LANe &ikEeNpolzr House Number Street Hamlet County Tax Map No. 1000 Section 43 Block 5 Let 20 Subdivision Filed Map No. _ 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S(NGL- FAMILY f7. .SID,ENCe b. Intended use and occupancy `' It I' 3. Nature of work (check which applicable): New Building Addition x Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost 4%6c0,000 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. � any: LO I , CO I �J r Depth 33• �J i 7. Dimensions of existingstructures, if Front Rear . Height ��, . Number of Stories Dimensions of s me structure with alterations or additions: Front Coq • Rear r • Depth 121,• Height 21 . 1 Number of Stories 2 8. Dimensions of entire new construction: Front S,4.MEDepth Height Number of Stories � 9. Size of lot: Front 101 •42 Rear 10 0 •01 Depth bq 10. Date of Purchase 511 9D Name of Former Owner C olzf- c I-.4 'V 0 11. Zone or use district in which premises are situated 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 ((0 RYAN DRIVE q 8 0.$36. 1311 14. Names of Owner of premisesg4gt 451 DI EA%LOY Address LU.INGTDN,GT 060 'hone No. Name of Architect MERYL PUMP.. Address 21" E. P11ONTsT•GPaittfione No 441.- 9136, Name of Contractor Mao S41*F-T Address PO PDX 440 I' Phone No. - 101260 MATTIU NY 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 ) 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.01BU6185050 (Contractor,Agent, Corporate Officer, etc.) Oussion inExpires Suffolk County Commission April 14,2L---21 ic+ 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`44) day me this • 4 / r1 day of 1 C/(/V__ 20 1 v\ CI Notary Public ature of Applicant !1I I `r{ \ (.',- .4 -----i .'•.•,--T\" / BOARD OF SOUTHOLD TOWN TRUSTEES 1 ,; SOUTHOLD,NEW YORK 1 - . '- ,*..,(1 11 ':'' \\\ , )7_, ' � 1 1,,,, ,s,i ` PERMIT NO. 8368 DATE: FEBRUARY 19,2014 ISSUED TO: ROBERT & HEIDI BAILEY ::;',,,,.—.-7,.':7,/'s,'''' -,1')/(,,. ) ' r• 1E- PROPERTY ADDRESS: 129 INLET LANE, GREENPORT 1111',, - f - — . I( SCTM#43-5-6 tl .r.- 1 AUTHORIZATION s Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in IV \ accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 19,2014,and 1 ', , / \1 ,:i '' in consideration of application fee in the sum of$250.00 paid by En-Consultants and subject to the Terms and ten.,, Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the j ; ,,,, following: ii i ./ ` Wetland Permit to raise the existing one and two-story,single-family dwelling by 2 feet and construct ?A• yf,_ ,< additions to dwelling consisting of a partial(30.4'x45.9',max.)second story addition over existing first story with i - :: new roof overhang in-place of existing;a 3.9'x9.7'one-story roadside addition in-place of existing porch; new � � 5.9'x19.9'roadside porch addition with 6.5'x9.7 steps;construct 9.2'x9.8'stoop/steps in-place of existing rear � ;� / ..„ ;,; stoop/steps;construct new 9.2'x20.3'waterside patio using pervious pavers;relocate 8'x12'shed to rear of house; � erect fencing;remove existing asphalt driveway and install pervious gravel driveway;abandon existing non- I , r msµ conforming sanitary system and install new,upgraded septic system no less than 100'from wetlands boundary; raise1 ; "`' } t ,,,, ; grade around proposed sanitary system with approximately 107 cubic yards of clean sand and topsoil to be trucked fl�i in from an approved upland source;replace and relocate existing public water service line;install drainage system ; r '-. of leaders,gutters,and drywells;with the condition to establish and subsequently maintain a 15'wide non-turf � buffer landward of edge of wetlands in which the first 10'adjacent to wetlands boundary is to be actively planted '5 j 1 / with native vegetation and the outermost 5'of buffer is to be left for natural growth;and as depicted on the site plan \ ( y., prepared by Jeffrey T.Butler,P.E.,P.C.,last dated February 21,2014 and stamped approved on March 20,2014 •„ -,i tII I IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. '°%y •( gUFFOL ' air •-- i:.T- 11 ,..,\ 1 i (C fir 4._.‘..,,,,,- r t44,-/S I a: y70011%(r,,c, it -----4.. lig * a __.-_,-.--re..,1 ,-- , t.1 ____ 1, ,.,,_,„,-)( ° f j tf „r�k ' Ctr 1, .). to\ J ,� r . ., ! - \'.:1 - \ - \\- 'j;;E-Ii x,,, ”'ice. I/+\� � � ; .f/ \ �'� I' \\ 4� ��`�// \� /,)V v / \ ,1 '5 09.26a Seifert Construction Corp (631)298-7942 p 2 d8/12/2015 14:38 5317656641 SOUTHOLD TRUSTEES PAGE 01/92 SOF S01/14,-- John Oji ,-John M.Btedemeycr IIJ,Preeidant /'ti�� Q� Town Hail Annex •Michael J.Domino,Vice-President 54375 Main Road P.O Mx 1179 Jnmee F.Kind,Trustee Southold,New York 11971-0959 Dave Bergen.Trustee ��+►� ,� Telephone{631)7GS T892 Charles•J.Sanders,Trustee _ � V.•ii Fax(63 I) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # l I 56C Date:August12,2015 THIS CERTIFIES that the raising of the existing one and two-story. single-family �wcllin�by 2 feet and construct additions to dwelling consisting of a partial(30.4'x45.9'max.) second story addition over existingfirst stow with pew roof overhang in-place of existing;i 3.91x9.7'one-story roadside addition in-place of existing pore, knew 5.9'x19.9' roadside porch addition with &.. 'x9.7' steps;construct 9.2'x9.8' stoqp/steps in-place of eistiag Year stoop/steps; construct new 9.2'x20.3' waterside patio usinigpervious pavers;relocate 8'xI2' shed Amu-of house; erect fencing;remove existing asphalt driveway and install pervious ttravel driveny;abandon existing non-conforming sanitau system and install new,upgraded septic' system no less than 100' from wetlands boundary,raise Trade around proposed sanitary„system with approximately 107 cubic yards of clean sand and topsoil to be tracked in from an approved yppand source;replace and relocate existing public water service line; install drainage system of leaders, gutters, and drvwells: with the condition to establish and subsequently maintain a 15' wide non-turf buffer Landward of edge of wetlands in which the first 10' adjacent to wetlands boupdaly is to he activelyplanted with native vegetation and the outermost 5' of buffer is to be left for naturatRrowth, At 129 Inlet Lane, Greenport Suffolk County Tax Map#43-5-6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated lanuary 21.2014 pursuant to which Trustees Wetland Permit#8368 Dated February 19,_2014, was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the raising of the existing one and two-story,single-family dwelling by 2 feet and co t:tru additions to dwell' •1_ ' t_ •f a • ial 30.4' 45.•' max .•dition over existing first story with new roof overhang in-place of xisgng; a 3.9'x9.7'ones-story roadside addition in-place of existing porch:i w 5.9'x19.9' roadside porch addition with 6.5'X9.7' steps:construct 9.2'x9.8' stoop/steps in-place of existing rear stoop/steps; construct new 9,2'x20.3' waterside patio using pervious vavers`relocatc 8'x12' shed to rear of house; Aug 13 15 09:26a Seifert Construction Corp (631)298-7942 p 3 06112/2915 14:38 6317656641 SOUTHOLD TRUSTEES PAGE 02/02 • erctt ficinz remove existi asphalt driveway and install pervious gravel vewav abandon existing non-conforming sanitary system and stall new.upgradeckscptic system noIess than 101' fro wets- s •s bo • • rai•e _ .•a around •i,.osed sanita s tem with a 9. ..1• ate. 107 «.bi j t• of c ., r sand . .• t. . -•it •• b true od inn, .m an a.'roved 'land wow replace and relocate existing public water service line; install drainage system of leaders.gutters, d • ell'• with r condi •.n t -tab ' h .nd Y •s tl ma•, <•n a 1 ' w:de .L.n-turf • 'mow 1 . • • • wetlan. w ' ,e t 10' a.'acent • wctla•• • • • . • to .e active •Iante. with nat've ve g etation : d .,.e out- rp ost 5' buff- •s to •_ - •ft for growth. The certificate is issued to ROBERT& HEIDI BAILEY owners of the 9,4oreuid roperty. • Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03667 PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: Facility: ROBERT J BAILEY BAILEY PROPERTY 16 RYAN DR 129 INLET LNISCTM 1000-43-5-6 ELLINGTON, CT 06029 GREENPORT,NY 11944 (860) 836-2371 Facility Application Contact: EN-CONSULTANTS 1319 N SEA RD SOUTHAMPTON,NY 11968 (631)283-6360 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: GREENPORT Facility Principal Reference Point: NYTM-E: 722.433 NYTM-N: 4554.203 Latitude: 41°06'31.2" Longitude: 72°21'03.5" Authorized Activity: Elevate single family dwelling in same location, construct additions, drywells, patio,porch, replace driveway with pervious material, replace and upgrade septic system,place 107 cy of clean fill, and establish a permanent 10-foot vegetated buffer zone of native vegetation all as shown on the attached plans prepared by Jeffrey T. Butler, last revised 12/19/13, stamped "NYSDEC Approved" on 2/20/14. Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-03667/00003 • New Permit Effective Date: 2/21/2014 Expiration Date: 2/20/2019 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:ROGER EVANS, Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK'50 CIRCLE RD STONY By. OK, ► 11790 -3409 Zr Authorized Signature: �� �•/ Date / /Zoe Page 1 of 6 a NEW YORK STATE DEPARTMENT OF ENVIRONMEN'T'AL CONSERVATION Facility DEC ID 1-4738-03667 Distribution List EN-CONSULTANTS Habitat.- TW KEVIN A KISPERT Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL, CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Permit Attachments Site Plan 12/19/2013 • NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Jeffrey T. Butler, last revised 12/19/13, stamped "NYSDEC Approved" on 2/20/14. 2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 3. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 4. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks,mixers,or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. • Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03667 5. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 6. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 7. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 8. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 9. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 10. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 10 linear feet landward of the tidal wetland boundary. 11. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 12. Straw Bales or Other at Tidal Welland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or as shown on the NYSDEC approved plans linear feet from the tidal wetland boundary,or as per the NYSDEC-approved plan, prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 13. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 70 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 14. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 15. Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools)shall be located a minimum of 2 feet above seasonal high groundwater. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03667 16. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Department-approved language)to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Regional Habitat-TW NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOKI50 CIRCLE RD STONY BROOK,NY11790 -3409 Attn: Compliance 17. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes,and no claim or right to compensation shall accrue from any such damage. 18. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State,and if, upon the expiration or revocation of this permit,the structure,fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 19. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed,the applicant shall, without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 20. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints,concrete, leachate or any other environmentally deleterious materials associated with the project. • Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03667 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify,supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOKI50 CIRCLE RD STONY BROOK,NY 11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAI.CONSERVATION `oir Facility DEC ID 1-4738-03667 d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC")for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 ',,,,,,,,I•••• Scott A. Russell ,••'.���°S `� _ James A. Richter, R.A. SUPERVISOR ? MicN .o sr. z ; _ '9 i SOUTHOLD TOWN HALL-P.O.Box 1179 6 (a d_S 53095 Main RgaOIJTHOLD,jIEW YORK Ill' 14 Telephone#: (631)-765-1560 0. ' I! 'ax#: (631)-765-9015 7 i MICHAE . • . ^ e • ,-i . - • •.` .US +•- 04 l�,,�'�,, JAM#IE�iK 3 OUTHOLD.r4 U i u i i: Li TEI �w�rsI 2014 1 r---- ' II . ---�ffi.e of the Engineer I Town of Southold _ i tIOZ 6 Z ddd In , P" STO I � .. TER CONTROL PLAN REVIEW COVER SHEET ; 'i',TO BE Cj' LETED BY THE APPLICANT ) PLEASE NOTE: All Contact&Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT. (Property Owner De51on Profe Innal. ,\gent,Contractor,Other) PROPERTY OWNED Ut Different from Applicant` NAME: MERYL KM A E.R ARCH. NAME: EtZT IN-1E1 Di Pa41 t.j, ADDRESS: 21 E. FRONT 5'r ADDRESS: 1(o RYAN DAVE Po Lpox 481, F_LL.IN6TDN, GT 06021 6RE EN PO RT N'( 11944 Telephone Number 411-- 1341jC0 Telephone Number Prpo. 8 2,6 • 2341 Completed Applications can be picked up at the Engineering Department after being notified by the Department,or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope&Appropriate Postage. DATE: 4 • et• 14 Property Address /Location of Construction Work: VIM 11021- LArve , aREEWF i7 S C T M #: 1000 4'j 5 6(20 District Section Block Lot Required Documents for Stormwater Review: IE Copy of Complete Building Permit Application. )K Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required-whenever Grading-or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems,Driveways,Patios or other Impervious Surfaces are Re-Surfaced. )1( De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations,Replacement of exterior Doors&Windows,Deck Construction with Loose Fit Decking,Installation and/or Modification of Mechanical Systems or other similar Work. )1E A Complete Description of the Scope of Work Proposed under the Building Permit Application. AE A Completed S ter Review Checklist. If No or NA are Indicated, Justification is Required. )01' FO'' ptRING DEPARTMENT USE ONLY **** Reviewed E. • .' I . Date 2 or I Approved: 07 Additional Information Required: CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST z ` DATE: •$' L} APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) = NAME: MEM KI MER Aga+ '=. o ;,.,' SCTM #: 1000 43 5 6*-20 I Telephone Number: 441- $4 U0. ''•,,,,,,,,,,'�� District Section Block Lot S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided! 1 A Site Plan drawn to scale Not Less that 60'to the inch MUST YES'NO 1NA If You answered No or NA to any Item,Please Provide Justification Here! you ou need additional room for explanations,Please Provide additional show all of the following items: P Paper. a. Location&Description of Property Boundaries b. Total Site Acreage. 144_1 c. Existing- Natural&Man Made Features within 500 L.F. ( 7e.a of the Site Boundary as required by§236-l7(CX2). 0 d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water ')e ,C/ e. Limits o1' Clearing&Area of Proposed Land Disturbance. V f Existing&Proposed Contours of the Site (Minimum z Intervals) 1 i) g. Location of all existing&proposed structures,roads, lick' driveways,sidewalks,drainage improvements&utilities. h. Spot Grades&Finish Floor Elevations for all existing& x1 proposed structures. I. Location of proposed Swimming Pool and discharge ring. . NO POOL j. Location of proposed Soil Stockpile Areas) X N0 XL.greS -F1 L,L k. Location of proposed Construction Entrance/Staging Area(s). .. I. Location of proposed concrete washout area(s). OP M.Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate i 1 1 1 on-site the run-off from all impervious surfaces generated by a two(2")inch rainfall/storm event. 3. Details&Seal,,nal Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. _ b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g.infiltration basins,swales,etc.) 011 V ' I FORM # SWC!' Check List-TOS JAN 2014 "'*OF SO(/),-- Town Q(/),Town Hall Annex Telephone(631)765-1802 �. 54375 Main Road 9 02 P.O.Box 1179 G Q 1 roger.richertdwn sOu hOld.ny.us Southold,NY 11971.0959 Q '44h coutflo,, BUILDING DEPARTMENT TOWN OF SOUTHOLD • APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: r/clo1/o W Company Name: (6 S �77?-1 e • Name: te) Gr tr ‘a,47 / License No.: 6-78 -� Address: /ee Q(DU- c 1I sf ,->Q c 14 0•,_0, /Jif //9-77 • Phone No.: • 1 63. 2 4g /6, • JOBSITE INFORMATION: (*Indicates required information) *Name: Y3£_fzr /44 / � - *Address: eFp /l/C ,� r3,cry 6a_rr,tJ i % //9544 *Cross Street: � r-- • ! *Phone No.: 7 - -AV/ Permit No.: e ,3 3 . Tax-Map District 1000 Section: - Block: Lot *BRIEF DESCRIPTION OF WORK(Please Print Clearly) £e4" o//A 7-7(011) CJp /� -��J�,� ) • •(Please Circle All That Apply) *Is job ready for inspection: C NO Raugh In Final *Do•you need a Temp Certificate: CV/ NO - Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect ' Unde 'round umber of Meters Change of Service Overhead • Additional Information: PAYMENT DUE WITH APPLICATION nn • 82 quest k6ecti Form ,.e.iii ..� �s *a S0(/jy- - 4 opo Town Hall Annex : Telephone(631)765-1802 54375 Main Road Jig * Fax (631)765-9502 P.O. Box 1179 Q ?� Southold,NY 11971-0959 : �� 1� June 25, 2015 � d . BUILDING DEPARTMENT TOWN OF SOUTHOLD Robert & Heidi Bailey 16 Ryan Dr e /:?1/5- / (1 „/ 1 Ellington CT 06029 f) sem; Re: 80 Inlet Dr, Greenport rY\6YY d i// S .S-`1 /1 TO WHOM IT MAY CONCERN: I 6 i 6C. \, CM_ The Following Items(if Checked)Are Needed To Complete Your Certific to of Occ pancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (/'31/5---- ,54,LLs A fee of$50.00. " ‘1LLCQ Jk'" L_ , ,, _14 Final Health Department Approval. , 'lumbers Solder Certificate. (All permits involving plumbing after 4/1/84) it Trustees Certificate of Compliance. (Town Trustees#765-1892) el0 Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. l 1 15 Final inspection by Building Dept. DitFinal Storm Water Runoff Approval from Town Engineer `a BUILDING PERMIT — 38833 —Adds/Alts 3g-,k; 3 Ncid (74(f' SURVEY OF PROPERTY a�ANHANSEr AVENUE A T GREENPORT ..i . 4411--) J.- TOWN OF SOUTHOLD T SUFFOLK COUNTY N. Y. 1000-43-05-06 & 20 SCALE: 1' 40' o SEPT. 6, 2006 `co � JAN. 8, 2006 (ADDITIONS) JAN. 17, 2007 (LATH DECK) FEB. 13, 2007 (DECK) MARCH 29, 2007 (REVISIONS) APRIL 11, 2007 (REVISIONS) to 2 N Jr Jr VERN/ FAMILY �C APRIL 18 2007 55' 4 EL. 5.1, ��,,p SEPTEMBER 29, 2008 (UPDATE & TOPO) APRIL 4, 2013 (UPDATE) EL. / EL. 5.5'•7.05'00�'E h1 �� �' N / cif I 215.45' — / 424.08' 1 ^ .19'F/ALT 24.4, j0 #C•i �Ngy01'S0"E 'moi t .> 35.94' 66.11' 9' a l /. $' .4. Q 142.52' spa• O % gii ci ZANE 1 7 J 'tica04 s _ mw moo i � /l� �� (Q. 7) 'V C3 � 3 p .�, iz •l' ANE AE \\ w ,-e 1 g �' . / I O q'i . 6 O C p� I 0 ' , 616• L7 No� �� 3 �° `i $Q \ ' 1vr2�'2o E '�� p opt J / 1000-43-05-20 � - ik. 1000-43-05— f � V 9.18' 'N A Z 187.29' ASC °f ' �, '%s .2y J r / / < p RR TIE —Si{as - N 54 o2' / \) to Q N87105 00 W 3.4'S 5.6'S ,/ / maw' 1 cii C7 u 1,, p yrs�` . N _---N 440.65' / N / 0 F JOI1N & LUCY — _ — _—� RACANELU & JON—RAC � — r ( 4 a 0\./. .�"7, 1 ASSOCIA TES I f— L/6 4:171 — ! of N,sl3„, ' 14 ($'L- r\ktIN4L__0( n 1,,L.L* c,„:„tAzi;,_,, LI-I-- 1-1-is ,s71-)`/ 1 1i-) CERTIFIED TO: fig, A. r' r ELEVATIONS REFERENCED TO N.G. V.D. r` °M` ROBERT J. BAILEY �- J I ^ � �, .!- -`1,- ,,, t HEIDI E. BAILEY i WETLAND FLAGS BY ROBERT H. FOX — AUGUST 2006. 'r I , .^ __ , FIDELITY NATIONAL TITLE INSURANCE COMPANY ■ =MONUMENT ,, ,/ri.:: ' DE CAPITAL MORTGAGE 3\ 41„, y ,-/-- , • =PIPE �` 1000-43-05-06 AREA=17,979 SQ. FT. A =WETLAND FLAG � ► /PAL ky` a. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A Vl0LATI0N N. Y.S. LIC. NO. 49618 1000—43-05-20 AREA=17,073 SQ. FT. OF SECTION 72090F 7HE NEW YORK STA 7E EDUCATION LAW. /�ECONIC SUR EYORS, P.C. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS (631) 765-5020 FAX (631) 765-1797 FLOOD ZONE FROM FLOOD INSURANCE RATE MAP HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 MAP NUMBER 36103C0176 H SEPTEMBER 25, 2009 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET f� �+n WHOSE SIGNAT(,�RE APPEARS HEREON. SOUTHOLD, N. Y. 11971 S�/-2Vc7 EXISTING SANITARY SYSTEM TO BE REMOVED /' - PER SGDHS REQUIREMENTS, SEE PLAN FOR•REPUTED LOCATION(PER OWNER)OF EXISTING SYSTEM WISH STONE • I��I! Ii�1! BASEcaRsE frI�40 •,i .• •.•it •.• "• 'Nit .• THE PROPOSED METHOD OF ABANDONMENT FOR EXISTING TO BE REMOVED il, % \ \\ � /� \ // //\/\/\/ COMPONENTS OF SANITARY FACILITIES IS PUMP.REMOVE AND COMPACT / /% \/%\/%\/% \\\/%/%�/%\�i�i\iB°��j \/%\/\�\ FILL As REWIRED FOR NErI FOOTINGS AND FOUNDATIONS. MANHANSET AVENUE •/ / r$p GRAVEL ROP LAND WF OF PROPOSED STORM DRAINAGE SYS.NO.I PwvENEnr 5@GTON (minimum n,lc VERNI FAMILY LLC 'QV,' C.OMP�TEO �� EROSION CONTROL MEASURE: (n (DWELLINGS W/R/BLIC WTR) (DEDICATED TO ROOF RUNOFF) abUSE. '' ' PLANT 10'PORTION OF NON-TURF COURSE-'Y+•FINISH STONE Y INSTALL INLET PROTECTION PER DETAIL, EX.ASPHALT DRVWY TO BE r �4�, BUFFER ADJACENT TO TIDAL WETLANDS (PER CLIENT) (TYPICAL OF 4)SEE DW6 Not STORM MTR 5 Wx15 DP BOUNDRY WITH NATIVE VEGETATION; COMPACTED BASE COuxSE REMOVED AND REPLACED WTR LEACHING GALLEYS c 5 ALLOW OUTERMOST 5'OF BUFFER TO (EXISTING BANK RUN OR 6• i' I4) W/PERVIOUS_GRAVEL (INTERCONNECT A5 SHOWN) NO HELLS WITHIN 150 FEET PASSIVELY REVEGETATE. OTHER SUITABLE MATEwAu PROPOSED STRM DRAINAGE SYSTEM Not h DRIVEWAY,SEE DRVWY OF PROPERTY LINE r (DEDICATED TO TRIBUTARY I RUNOFF)USE. SECTION(THIS DWG) s FINE GRADE SOIL BASE 1-MEARJN 100 RES.TRENCH AND DRIVEWAY DRAIN, OE O ELEC.SERV / PROPOSED STONE WALK rsifi EXISTING OUTDOOR SHOWER , DELINEATED HETLANDSBOINDAaIAS PERVIOUS GRAVEL 4'WIDE FIBERGLASS REINF.x 16'L6 AND REQUIRED S 87 005'00"E / / BY EN-Gg15ULTAMS FITTINGS(CONNECT TO GALLEYS AS SHOWN) EX UTIL POLE a PROPOSED FENCE �F r-�'�E-10 AND NYSGEC AUG.8,2013. WIC .NDFIFE DRIVEWAY SEGTIC 8-83L6x4514x15'DP STORM MR LEACHING GALLEYS, ��>_ ... �. . , INTERCONNECT AS SHOWN EL 5Ii " r" E -_ (b SOLID GONERS AND 2 OPEN COVER) ` OPEN COVER,T.O.C.a LOW PT T )❑ x NE-9- 'W` Q^w ,m NOT TO SCALE \ VARIES FROM EL 54'-556' O 1••1 1••1•+ - 000011 i� x x S 2°Q1�5 'IL SS V°1 _ EL52 4' EROSION CONTROL MEASURE: .-T+-1 ® LL61`_fi 6?`Tl �O,Mi5� 244ilk PROP PATIO BELOW 2x 35.9��ri--,ttil,,, PROP I STY ADDN / STABILIZE CONSTRUCTION ENTRANCE PER L6+__L6+ v� (PERVIOUS PAVERS) lx x x�'E e Y� EROSION CONTROL LEGEND SD- • a! I •I PROP CVRD PORCH DETAIL,SEE DWG No.2 `4 _ 0 L6 L6 g o EXISTING 9.2'x203'(186.16 SF)/ 4 xA O + f (5.9 Vcl9.9'L6)d5TEP5 bac x x x . x ,I • I d� I+ I 2nd FL ryea NE-T p ", SILT FENCEill L__LGi__L61, L6�x5.7' (9.lYVx65 DP) RECONSTRUCT WD Ppc otioc, Aii DWELLINGS AC No HELLS WITHIN Iso FEET W� 77W ? STOOP 3.1'x9.15'd /�,', x %� O' GULL AREA TO BE PROTECTED: PUBLIC WATER) OF PROPERTY LINE C `] �ACYL 52 '6 Q X68 EX PORCH(x583 lli 4. 24.4 .1 6.1'x9.15'STEPS BLW/,,/ x x xq% oj"� �` POND '�` l� �g�YJ -CrBR1 In3r • 4zr � / //)1' x I rE-6 INLET �''-'(TBR)_ w VIIID r.9 '1 Il' PATIO) 'l x x lc PROPOSED r WATER LINE TO BE INSTALLED / `A� o .J 4e.1(RECO,,,,.Sr x SEE ASSOCIATED CAI S REPn177 LOC z i'r: I OOP x EXISTING CONNECTION Ex 1'dTR / EAN55 / ' " (j=XISi.STJ "It� N LANzSERV �SU ' EXIST0 POINT TO REMAIN ;> ( r-\ 'TT �Q � � S THE TOWN OF SOUTHOLD 100.0'(PROP ST) d�. r/�m J 1st FL. NE-5 TO REMAIN 8'MIN -�S-�ll� t -- f qT 5'(EX.HOUSE) '� ,cam pCP- PROPOSED ALTERNATE SEWAGE DISPOSAL EX WTR SERV 111 x LP b'm ` . I nig T- rO BE ABANDONED f O !IS' 25' 111.6'(PRS LP) ,9 O; LEGEND: SANITARY SYSTEM FOR HIGH GROUNDWATER r � g. ���/ Ito'MIN ROOF I 2nd FL) CONDITIONS(3 BEDROOM): X !1 ‘..)2...e... � O 1 ,/ / DECK I 555' x 9 ss- s- LP _ x x x 1E-4 SANITARY SEWER-[ USE. w / f 0\Y1emLLP aa/ 4 / \'.' Al, Aw:. I-10'4 x 2.69 EFF DEPTH SEPTIC TANK r \6'm/' I( O 8 9. PROP 2nd FL. - I_ y x \ Al o HATER SERVICE - 67-7, '-c I ',.$ N da 3' 99. x s02. 27'2,Q"W EP I-8'd x 3.0'DP D15TR.LEACHING POOL 8'm/ ADDITION w I I O r 01"- p I s° I• " / ',', x x q 9.18' UNDERGRND UTILITY LINE LAS us 4-8'm x 2.0'DP LEACHING POOLS W g'y 1 EL . .r 18 S LL gi x 10E-3 50%EXPANSION SHOWN,MAINTAIN O ' . I; y. e°' sa'In ?°33 " " �.;•; x x STORM DRAIN so so- 5%GRADE WITHIN 20'OF SANITARY SYS CL 64 N ( 7_5)iAo es-. ao 333' E LOT x Uc 3 EXisnNG (SEE DWG No.2 FOR DETAILS AND CONSTR. C\I y S �i t' _ - _ se' 1000-43-5-6 I / q \ 6 y I. g J ay . x x I 4 aooAr EDGE OF WETLANDS E �E_- _�ul REQUIREMENTS) N �'• .-LL �\Zed{S \ .4 /•A /???, / /a �' x x NE-2 h Co qLk 0 .g w - CP /i---- I--r .- N 4''' x x/ h `i FLOW ARROW ^1 y e `\ - $-3 �9'' LO_o_L__L, *_L6, .o x x x _N N ALL J -- REMAINDER OF CURB CUT TO BE REMOVED EL 62 - s ° f EL 5I x x.Mor ,w ' 'ROVAL OF r W'TER MANAGEMENT LEACHING GALLEY TRIBUTARY' I o N I I 'r 236 Q F'I' N8� US 00 W CONTRO P own ode LEACHING POOL w/OPEN GRATE EROSION CONTROL MEASURE. TL.AREA=6,122 S ME-I INSTALL SILT FENCE IN LOCATIONS SHOWN EXISTING 8'x12' / AND PER DETAIL,SEE DWG No.2 EXISTING I AND 2 STY FR DWELLING FR.SHED TO BE Date: //% / LEACHING POOL w/SOLID COVER I I TO BE LIFTED AND MODIFIED RELOCATED AS SHOWN •�(�[j� ` EX.F.FL.EL.=64',EX.ROOF EL.=33.3' (AREA:96 SOFT) ApprO • � PROPOSED CONTOUR --CO-- -----..____.PROP F.FL EL.=10.4' AND wF a NOTES l O T�� 1 i EXISTING CONTOUR6- SITE PLAN (Ex.3 BEDROOM TO REMAIN) JOHN AND LUGY RACANELLI I V Lon-RAC,ASSOCIATES EXISTING GRADE x P.O (DWELLINGS W/PVE IC WTR) I.ALL AREAS LOCATED SEAWARD OF THE TIDAL WETLANDS ARY SHALL NOT PROPOSED GRADES x e: 2NO WELLS WITHIN 150 FEET BE MOWED OR OTHERWISE DISTURBED 20 10 0 20 40 60 80 100 OF PROPERTY LINE 2.SEE Dw6 No.2 FOR DETAILS AND NOTES. EROSION&SEDIMENT CONTROLS TEST HOLE GRAPHIC SCALE I'=20•_0• Shall include but not be limited to: FINISHED FLOOR ELEVATION F.F = A well maintained Construction Entrance, SANITARY SEPTIC TANK ,'- SI'I'h INFORMATION STORM DRAINAGE CALCS: Wire Backed Silt Fencing,stabilization& SANITARY LEACHING POOL -`• \o LOT COVERAGE OF BUILDABLE LAND: NYSDEC ADJACENT AREA COVERAGE: VOLUME=AREA x RAINFALL x COEFFICIENT LEACHING GALLEY DATA: Seeding of exposed and/Or inactive 50 SANITARY EXPANSION POOL RAINFALL=TAR.=0.167' 1.5'INTERNAL WALL HEIGHT=48 CUT.OF INTERNAL VOLUME (50%FUTURE EXPANSION) ` LOT AREA: 17,978 79 5.F LOT AREA: 17,878 79 S.F COEFFICIENTS, (SEE DETAIL ON 5HT 2 FOR MORE INFORMATION) DRA[AIAGE ARE Q RE PERVIOUS DRIVEWAY =1.0 Contact TOS Engin WETLANDS (-) 1,858 79 S.F.(10.3%) WETLANDS (-) 1,55579 S.F.(10.3Ri) ROOF =10TER=TO BE REMOVED UPLAND LOT AREA: 16)20 5.F (89.755) UPLAND LOT AREA: 16,120 5.F (89.7%) LANDSCAPE AREAS =0.20 g Bering at 765-1560 be •re EXISTING LOT COVERAGE: ST RM DRAINAGE SYSTEM No) STORM DRAINAGE SYSTEM No.2 8ackfiFt, OR Provide Engineer's Certification DWELLING NZ/PORCHES 4 SHOWER. 2,230 S.F. EXISTING LOT COVERAGE: (DEDICATED TO ROOF RUNOFF) (DEDICATED TO RUNOFF WITHIN TRIBUTARY I) CI1at the drainage has been installed to Code. PORTION OF SHED• 57 5.F DWELLING WI/PORCHES 4 SHOWER. 2,230 S.F. BUILDING FOOTPRINT=2)30 SOFT PERVIOUS DRIVEWAY =1,339 SOFT 2,287 S.F (14.2%) PORTION OF SHED: 57 5.F 2)30 X 0.161=355.11 CU.FT. LANDSCAPE AREA =4.183 SOFT. ASPHALT DRIVEWAY 1,400 S.F VOLUME REQUIRED=355.11 GIFT TOTAL AREA =6)22 SOFT PROPOSED LOT COVERAGE: (8)4.1514X 85L6 X 15'DP LEACHING GALLEYS 3,687 S.F.(22.895) VOLUME PROVIDED=384 CU.FT 1339 5.F (DRVWY)x 0.161 x 1.0=223.6 CU.FT FRONT PORCH 4 REAR STOOP 4,153 SF (LNDSCP)x 0.161 x 020=15615 CU.FT hi/STEPS TO BE REMOVED. -140 5.F 2236 CU.FT.r 158.15 GIFT =38235 CU.FT RELOG'D SHED LOCATION: +39 5.F PROPOSED LOT COVERAGE: VOLU2236 REQUIRED=382.35 62 .FT FRONT STOOP 4 ADDITION: +151 5.F EXIST.DRVWY TO BE REMOVED: -1,400 5.F (8)4.1514 X 8.5L6 XIS'DP LEACHING GALLEYS REAR STOOP +31 5.F FRONT PORCH 4 REAR STOOP VOLUME PROVIDED=384 CU.FT 2368 S.F.(14.7%) WI/STEPS TO BE REMOVED: -140 5.F PROPOSED SHED LOCATION: +39 5.F PROPOSED FRONT STOOP 4 STEPS: .158 5.F EXTRA STRENGTH FILTER FABRIC A STEEL OR HD10'MIN. READ.WITHOUT WIRE MESH SUPPORT POST(TYPJ STONE PAVEMENT EXISTING IiIIII� EXISTING 2' PAVEMENT 2'X4'WOOD FRAME .,,I _ kJ'MAX.O.G.SPAOIN6 �,,. : 'S/ ,71 �T WI WIRE SIIPPg2T FENCE STAKE li..............I :::::::::::i:1:;1:1" "'`�� f�j\ /�� `�\ '-' ,, npin....0ii Til00.11...1.0l.l'i�'....11: / //,'> \‘51\)). � ��i.0✓i /4W,./s5 a a E , FABRIC /-_="�_s'- _ 11p1111piilpllil.p0....:,..1 i"')jp"14,:11011I.III.,�II •• FILTER CLOTH :o IE MAINTABLE BERM —Z, ` s e:::. ';n..W...ilii"oxii.:'i1;11j11n)'�li00.1111iiullo •• . PROFILE (OPTIONAL) I I II 111111111111 11111 j11111/11p1111111111 111 III • IL_� ��.il 111111111III111111111j11P1i1111111 j1111111II1111 -----A IK t-_ I,,� I..1.. IIIII j1111t111110111111I111 IIII 11111 s---cam'—• �� _c111LIIILIIi 1 ti°o 11111111111111111111401 jiiilliiiiiiiliiii11ojH�jj1111111 IIII=IIII=Irl-P+�v �- 11p11111f11111111Ij1p111 �I •• •��. 10'MIN. 4'm CAST II II111111Ij1111111III r g REQ'D P DROP INET EURIa)FABRIC. • 11111111• •. ((W o o I/4'PER nc�».> r WITH GATE FRMS //// / //// 1121° j\//��//��//\\\ UPSTREAM SIDE OF POATTACH FILTER FAIERIC ST ELY _o is 1� -/` \/\I\ %\Y/ /j\�Y/\ < R R R 4 4 R �d = •'1( \ _ _ - _ _ - _ _ _10'MIN._ EXISTING Gl 1 \ e�'v v a PAVEMENT _,. - SILT FENCE DETAIL EXIGRSOI IND t' _ COARSE r.A LI"dJ�.. =IIII NOT TO SCALE / v � moo,v v o,v-} 1,v-• �,c t11 v --,5_'..'NII•,;-'I;_:; GATHER EXCEL IIIII= " F - .....— '" AT CORNERS NOTES:SILT FENCE SHALL BE PLACED PARALLEL TO �� — SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCYWH S INSPECT APO REPAIR SILT FENCE AFTER EACH STORM DRAINAGE TO SEDIMENT CONSTRUCTION SPECIFICATIONS EVENT NTMVDITCESSARY REMOVE SEDIMENT EN NECESSARY i TRAPPING DEVICE SEE NOTE 8 PLAN O REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA moi` I.FILTER FABRIC SHALL HAVE AN E0S OF 40-85 BURLAP MAY BE USED FOR SHORT THAT WILL NOT ALLOW OFF-SITE TRANSPORT. ) FLOM TERM APPLICATIONS. : 2.CUT FABRIC FROM A CONTINXXY ROLL TO ELIMINATE JOINTS.IF JOINTS ARE NEEDED I.STONE 511E-USE 2'STOPS,OR RECYCLED CONCRETE EOUIVALENR THEY WILL BE OVERLAPPED TO THE NEM STAKE. 3.STAKE MATERIALS HILL BE STANDARD 2'x 4'WOOD OR EQUIVALENT.METAL MTH A 2.LENGTH-NOT LESS THAN 50 FT(EXCEPT ON A SINGLE RESIDENCE LOT MERE A 30 FT MIN LENGTH WOULD APPLY) MINIMUM LENGTH OF 3 FEET. THICKNESS-NOT LESS THAN b'(REPLACE STONE AS NECESSARY). 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART ANO DRIVE A MUIII4AI IS \//\, )•'.• \/\/� 4.WIDTH-14'MINIMUM BUTT NOT LESS THAN THE FALL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. INCHES DEEP SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH TIE USE OF 36'HIGH POLE(MAX.) \\j\\ • ;,. \\<\\ 5.FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. WIRE MESH 6EHIV THE FILTER FABRIC FOR SUPPORT. 7 STEEL OR HOOD POST • c 2"//\ / 1• 6.SURFACE WATER-ALL SURFACE HATER FLOWING OR DIVERTED TOAARD C CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS TIE ENTRANCE.IF PIPING IS 5.FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BACKFILLED IT /\\ \\\\\'/\ 4'X 6'TRENCH IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED SHALL BE SECURELY FASTENED TO TIE STAKES AID FRAME, ' PLOW `0 / /\i' W/COMPACTED 1.MAINTENANCE-TIE ENTRANCE SHALL BE MAINTAINED IN A CONDITION Wi1GH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO RELIC b.A 2'x 4' ME WOOD FRASHALL BE COMPLETED ARCMTFE CREST OF THE FABRIC ) ~— //\ \/ BACKFILL RIGHTS-OF-WAY ALL SEDT ENT SPILLED,DROPPED,WASHED,OR TRACKED ONTO RIBLIC RIGHTS-OF-WAY MIST BE REMOVED IMMEDIATELY FOR OVER FLOW STABILITY.MAXIMUM DRAINAGE AREA I ACRE II /.\..( 8.HIEN WASHING 15 REGIARED,IT SHALL BE DONE IN AN AREA STABILIZED WITH STONE AND DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 33 yl _ .1.PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 7,' T�Iti=` INSTALLATION WITH TRENCH STA�ILIZ�D CONSTRUCTION ENTRANCE US.CEPA/MINT of AGRICIILTtRE FILTER FABRIC =**Y*, NATURAL RESOURCES CCGMERVATION SERVICE DROP INLET >/\/ //\//\ \/�\ SCALE:NTS ANEW YORK YORK STA O TTA STATE WAL 4 TE WA ce ENVIRONMENTAL CONSERVATION COMMITTEEOCCHSERVATION PROTECTION F_ \/,/ /'2/\\/\/3/4"MIN. NOT TO SCALE LI /\\\ DRAIN ROCK \//,\V%//: INSTALLATION -,j/ WITHOUT TRENCHING E.NTS SEPARATION DISTANCE REQUIREMENTS FOR it PIPING LEACHING STRUCTURES AND �/p1 ` PIPING(RESIDENTIAL): .31ly \\\ HORIZONTAL SEPARATION DISTANCES FOR STORM I`/, DRAINAGE LEACHING POOLS: PROPERTY LINE=5'MINIMUM of TNY0t3 CITY BUILDINGS WITH CELLAR=10'MINIMUM &LONG/ AA��Gy� /VV� BUILDINGS ON SLAB=5'MINIMUM WATER SERVICE LINE/LATERALS/MAINS=10'MINIMUM 500-272-4480 811 UNDERGROUND UTILITIES=5'MINIMUM SANITARY SEPTIC TANK=20'MINIMUM SANITARY LEACHING POOL=20'MINIMUM PUMP STATION=20'MINIMUM www.dignelnyGi.com MANHOLE=20'MINIMUM or PRIVATE WELLS=50'MINIMUM www.call811.com RETAINING WALLS=10'MINIMUM (for other states) SEPTIC TAI FUEL STORAGE TANKS(BELOW GROUND)=20' I THE CUTL MINIMUM By law,excavators and contracbrs working in the 2.THERE 5 five boroughs of New York City and Nassau and 3.THERE 5 HORIZONTAL SEPARATION DISTANCES FOR STORM Suffolk Counties on Long Island must contact CUTLET OP DRAINAGE NON-LEACHING STRUCTURES: Dig Net,1-800-272-4480 or 811,at least 48 hours 4.NOT U58 WATER SERVICE LINES/LATERALS/MAINS=5'MINIMUM but no more than 10 working days(excluding 5.CONCRE UNDERGROUND UTILITIES=5'MINIMUM weekends and legal holidays)prior to beginning b.WALL TH VERTICAL SEPARATION DISTANCES FOR STORM any mechanized digging or excavation workto COMPLYINIE DRAINAGE LINES. ensure underground Tines are marked. AN APPLIEI WATER SERVICE LINES=I8'MINIMUM Excavators and contractors can also submit 1.ALL JOIN SANITARY WASTE LINES=18"MINIMUM locate requests online,through ITIC.If you do not CASTING If currently use ITIC,please call 1-800-524-7603 POURED. 8.NOT APF for more information. 9. �'I UNLESS t q I For safety reasons,homeowners are strongly TOOT PELRMIMI encouraged to call as well when planning any 1111MWAIIIFAWAWAIIII&WAINEVAINI type of digging on heir property.Homeowners can contact us directly at 1-804272-4480 or by ' I calling 811,the national call before lou dig number.For excavation work completed on personal property,it is the contractor's responsibility-NOT the homeowner's-b contact DigNet.Having utility lines marked prior to - 6 digging is free of charge. _iji ;3. _, , , " , ,LI 111I -- 10"DIA.PIPE KNOCKOUT FINAL GRADE ���_�—�_- �—r—� SEPARATION DISTANCE REQ'MTS I 1 eND VIEW- END WALL FOR SANITARY SEPTIC TANKS: A # 4 0 Generated by REScheck-Web Software Compliance Certificate Project BAILEY 4.8.14 Energy Code: 2010 New York Energy Conservation Location: Albany County, New York Construction Type: Single-family Project Type: Addition Climate Zone• 5 (6894 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: Passes using UA trade-off Compliance: 0.8%Better Than Code Maximum UA: 510 Your UA. 506 The%Batter or Worse Than Code Index reflects-how close to compliance the house is based on code trade-off rules. It DOES NUT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Wall:Wood Frame, 16in. o.c. 810 19.0 2.0 0.053 36 Window:Wood Frame, 2 Pane w/Low-E 58 0.330 19 Window:Wood Frame, 2 Pane w/Low-E 46 0.330 15 Door: Solid 22 0.280 6 Wall:Wood Frame, 16in. o.c. 70 21.0 2.0 0.050 4 Wall:Wood Frame, 16in. o.c. 170 21.0 2.0 0.050 7 Window:Wood Frame, 2 Pane w/Low-E 27 0.330 9 Wall:Wood Frame, 161n. o.c. 296 19.0 2.0 0.053 15 Window:Wood Frame, 2 Pane w/Low-E 8 0.330 3 Window:Wood Frame, 2 Pane w/Low-E 12 0.330 4 Wall:Wood Frame, 161n. o.c. 270 21.0 2.0 0.050 12 Window:Wood Frame,2 Pane w/Low-E 26 0.330 9 Wall:Wood Frame, 16in.o.c. 531 19.0 2.0 0.053 27 Window:Wood Frame, 2 Pane w/Low-E 13 0.330 4 Wall:Wood Frame, 16in. o.c. 48 21.0 2.0 0.050 2 Wall:Wood Frame, 16in. o.c. 400 21.0 2.0 0.050 13 Window:Wood Frame, 2 Pane w/Low-E 79 0.330 26 Door:Glass 53 0.330 17 Wall:Wood Frame, 16ln. o.c. 879 21.0 2.0 0.050 30 Project Title: BAILEY 4.8.14 Report date: 04/08/14 Data filename: Page 1 of 8 I Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Window:Wood Frame, 2 Pane w/Low-E 199 0.330 66 Window:Wood Frame, 2 Pane w/Low-E 35 0.330 12 Door: Glass 54 0.330 18 Floor:All-Wood Joist/Truss Over Uncond. Space 1,986 19.0 1.0 0.045 89 Ceiling: Flat or Scissor Truss 781 33.0 1.0 0.032 25 Ceiling:Cathedral 860 33.0 1.0 0.030 26 Ceiling: Flat or Scissor Truss 341 30.0 1.0 0.034 12 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has be- designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck ers • . .0 an. tof• a with the mandatory requirements listed in the REScheck Inspection Checklist. 41 ? ... .,., % 4• 9• l4 Name-Title Si.- -: re/ Date Project Title: BAILEY 4.8.14 Report date: 04/08/14 Data filename: Page 2 of 8 , .71 �•�} � sr , • > kceYForn - ,,.,• .omen, ; ITS+•I. Y'.;r''.,.,• �M 1 ' IN ,\ SH STONE: '�3'u. ��� �.�•YSTEM r 13E ,r 7 LSE' ,,: �.4 .,�.''..:. STING �,n i 1'� 2 I ,.Y' ,.+�� N r u. 2�'•` ?� r a• tr C-� '��` �y /y I a''.::' gar;'±'',•f.,,n.,pY '{<f.=4,,. �'',!'., d y.l'!. =Y;:'',Y>.. :JOJ IC�UIL ,• ♦ r '"i.%:. ;':., r'q'. , f` '" '�J:..:I^ , 4,,,,.f. v,i:.r' .x ri.'-`Il�.a�:rr�- 1 r :♦ I i I •1topes, ♦ ,1 1 +, ;'�i n.., v d,.,.„,,,„„.„,.,,,,,,,,,,,,,,,,,..,,,,,,,,,,,40.,,,,,,,,lr, ,,.,;:)7...,,, /1 / / / BASE E r/ / / s. x„ : ;? ,.,: x',r t,!.',,,..1.i.,, F;,'},:,t,:., a ( /, ./. ./, '/. ' '/a 1/. '/.. �/a / •,:, "1'..r` ;'f:.- ::s; • n, :c,: {�.d',:•t•.;.::.ra,i=3.. (STING SYSTEM • ti• • . . +r • ip EX €i;u: '.yr ,:G.`.; ieG'.'eti'Fq•, .,{;'. 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'a.t.'1 j�it 5 ;t�.;l•y ,y• rr ,�4 .tl` . , �Y / ti =,i'R,• .'�:�:.f+ "?!;Q.r<., c•f ..`•+^;;` ao;Y'.i;e:� ,r:,l:;'•�a,.;;;�,: ,t,.: t,,?. ...;•: Q/ p, o,trz; „ k.:jr`F``''o ,' -�.v': c s„an r :1g �.;;' `S1' •D r ::-+•!q :> 1' �7l,:L' ;;xi ,r ,r .a;,, '. 5.., 4�a:.�,'i'r, ��:.:',..}';.,.;,;'r7:;', �i GRAVEL ROADWAY '%,�' '�t,.,tu :;'�;; - i ',iii".•-, ,.•. ..,gig;11,',;:'•;+)e^°:.�;' s"'•;r'pCfi.;•.•.+ Gk` A i'i {t f 1`Y' :'.,�r .J r.F' r'l ti �f 9. s:..7 .f„ ..., + P PAVEMENT SECTION `' gym,, r} :;a.. (MINIMUM THICKNESS) ",:•• 4 1 rx1 a :::Ma. u,; a:',1 LAND N/F OF C• lie� (r9 =s"'°z'ji•:'.jL t',�! ;'fly s r ; _, fi,;,r,.,: ROPOSED STORM DRAINAGE SYS.No,l : " �;.'>fu. ♦ <:• 'r"•�..N in 1:. l'•;,•t „,,y ;s;.�,"R'; .,1- r</.:' }'k :4,1:11s,i,�,%/...i 1.•n;`,'::gii i YERNI FAMILY LLC �` �:x� ,'rte)" ,,:r..t��i�;':'i " .a';,::,,:,...r �qi- �. :'t�:',�..';�":,•`�-:,r,Y. •'`I;�x�k,",.r.t i,7•,;' �f�:-: /r����� DEDICATED TO ROOF RUNOFF) b 10' GOMPAOTED WEARING �. sk, '' ? ;.,!r' r"`J ,s: k;;' {z i 4 E o:, fu(a.':�,• (p' „.y;- 'yS sr.;.5' �j�; fil ,."y:u .r;v r'?. •• (NGS W/PUBLIC HTR) * PLANT PORTION OF NON-TURF COURSE % FINISH STOW? %:, -,,' �o k, k (DWELLINGS ( " ,-•; r tr `idj :';�< ��. ,.,�, -� �'e:-:a,r..a�,�'.�'.,;•.�i,,�i.; ,i�'yt.`�'i„ i .` MIRE: :?`' .,', +. ! r.'f. :iy ::i. ;Nub°rr J`H.! ,...• u:S:..�,'.•_; rr �^.;,'.' -e,: N OL MEA_ : (PER CLIENT) t<_,:4,,,'' .�t� f'4 .;' I ri,g r r.c" EROSION GO TR USE BUFFER ADJACENT TO TIDAL WETLANDS 3,p ::Sla;?:;:{;: i•:=-�}^ r 4s �,.!...,.:-. .s,,,,,.Roy%`bN60v;,r�>:< _,; � ;Si ',;:r:!•::;i,,< k' R DETAIL � TO BE 1 � "''�' ;:�,;,, i,, .,..marnLn ` "1�1` .i',-<�°F'%'.,,r�,,,,,4;,;,M,;,,;Orry,t;;�,�a:r:,�:�,:. :,.:;.7,+ - !_, INSTALL INLET PROTECTION PER EX,ASPHALT DRVWY 4 -8.5LGx45Wx3ADP I BOUNDRY WITH NATIVE VEGETATION; COMPACTED BASE COURSE '. iri.,ii,:y.,.'i,,:;,.4)T., 1 F�'I „�Yryf�y �„? IF'(;r'rF„ I,, y ; fayy,;i{�:,; �FAy; ' " %'':!,f'r;tn: Z+s'r-.J:t ;x•'lr; i �-�f j";t r•�11..1>r7.7Y74 i};?rt!rv;i'3';..'1,""t;;l^;.Iii�v.{�4`,lr°'�{.:F�'^"sd;f �rn ''.'^ ;`1=:°' OF 4)SEE DWG No.2 © REMOVED AND REPLACED STORM WTR LEACHING GALLEYS fig., (EXISTING BANK RUN oR a �+ �, •k ,, ('YPIGAL ALLOW OUTERMOST 5 OF BUFFER TO . i,l,: S $ :Y, T. $,. .r , ,a tn�..;�.5, r t r ;, zr ,,r. 4 o,�r In Q I•f _:- .•U,,r �,-. ,.J:r I,I '>;' ;� ,N`•, ..,E...,V'.;!':,,:•,f1:t(:.•i, y :...4� 1.:1;y, •„t`�,,.; W/PERVIOUS GRAVEL - 7v oi:•f•<.1 r1. ,� � s"r � „j };• ,ail%' r r. m•Xc r c.'v;r?-4:rrs'��';�Vn',iY.,,,`:ap'�:;y "!. OTHER SUITABLE MATERIAL) ;,r j'; I I a ): �•. !�+'':,'.,, � F.,t x•,,' �. 2� ,' T}f•y� t 1 s / r ,a;H.Y• M:!.v.;.:cel.�FSi Yl(?.i'i`'� .LL., fy (INTERCONNECT AS SHOWN) NO hELL5 WlTlilN 150 FEET 1 "" `� PASSIVELY REVEGETATE. .+.,:;' �r�'; ,T>�f,,, ,.,,.r:: E0B- 6ri".4.1,.4t-!.3.r.:.': .// •li 'r .,c,�t.,.p;ri,rt,�,.K a,M•t i,.y',:{:e 1%n.}'1 tib:$:'(, „1 IVEWAY 5EE DRVWY " ;'' >' �( DR , OF PROPERTY LINE �' -+, `'',•;':st;.i�;•� '3y. ,,,r, � ' t s' .r; �«�,,; ,,,t;� ,�„ „�f;.', r ° 1- /- \� .. L - 'N .r.� _4 cr_ '{i'i;i �,� Intl:,k'«'t• v PROPOSED STIR ,q�r `;j:: �� :. r,.. t H., ;,r:'. I`' IR V� "S' FINE GRADE 501 E3A5E 'i,• ;� ,v',: srsr"r .ke, � �, !,'•<:�:� t!. l' SECTION(THIS DWG) s ,: .. ; - <,,, u - 4` 8•uh Po7n iy;r cr,t _•J,1.as , L br '�,.e ;-i' 4id..., v)'_%:.r.N,?; ii r,i �d.+; '. R ARY 1 RUNOFF) -,-vii,,..et.:.,,,') i► �� i,� •,-r �;;,,t,Vic;?'', • t i'r;,,,u Ali ;. (DEDICATED TOT (BUT s = : { ��� ' �.; ,. !''•,w <;, PROPOSED STONE WALK (,, t. t �� �1�22 i;. ' f'•it ( s, I '-} ,; ?-<ylr ,;.,•r.;•,:•Pis ;';,,?:, `.. 'o.„'a' 1 ..:lrr•'2 �:';,.,j';t':'t+`E'�J Y(.,;,;•5�t"..: rt,, ,✓u,;.rl,:;:5!"r.I:,F; r,7{i: UNDER6RND ELEG,SER• V TIDAL WET ` ° <•' ■�1 t<r 1; r•`,� {' E LANDS BOUNDARY AS ;ei,' : ry,Jt Si::irj%e.,!.:'.. I,t'.'.a:• !" :F �-3 e �il�t~ .1i•,.x, ;r:�:tf1 �� Jl i.�j�.J. y.V,:/Z!{:i, �` '.I v., •..i:"n.�t,..:- .:f.4:•il.• V> MEARIN IOC RES.TRENCH AND DRIVEWAY DRAIN, EXISTING OUTDOOR SHOWER i<h '.:.i. :,;, ,; t tt DELINEATED'BY EN CONSULTANTS PERVIOUS I OU5 G RA11 L +c' r' ...., ,., I Com.11_usPo:n :j»;'s.'J,6 1 :'.h;::,,r.:y' ..'67, ;g:.i„!?if r:Jie^:ii;1, rl�,::�,.,'.;K r :'r n¢?. IY `RGLASS REINF,x I6 LG AND RE01J RED 8 05 QO �, AND NYSDEG . 4 WIDE FIBS S 7 10 AUG.AVG,6 20 - �■;e"' °* `"�">i �:r''y°`a.: :y .•��,�' s .. 12 Ex.UTIL.POLE! PROPOSED FENCE 5' .•� wail 's•• °~ `'`. ppcc FN -IPE � ), j .+%f::rt�''rf.: ,r'-`:tfn, ;1Y��r:t• Y � a(trr:y;;.;h., �^,,;.,,.: �arl;'t¢"a' SY; T GALLEYS AS SMOWW D PIPE D1�I V�I�,AY SGT 101 °`"� _ GT FN ->• :�y� �� E•c`�r.: .::.i'r t.;., ,' i�': '!.• r. FITTINGS!GC►NNE SO WIRE -.�._._ _ ,,'i_;of ,,., , {l� 'r'.+, C;f ¢i 'ti ' ',,� ; +i r3-�i, r:'i','sF'±,::1,.-,1:-„1: tll tJl RM WTR LEACHING GALLEYS, • f. _ rs�t+r■r _ r y+ r :,'=..r• , 4 Ihbcl 5'DP STORM ._ z .�..���....�..:r l" X :r a. 85LGX 5 . e in „.4!-..•;„;;.',...:.g,-.. .. .54.,;-•••y'' r 8 Yid nr,`*r... . .,c,.'. i+.•:; U �__ X tl 5 - I °.,v ,T' . •• r , G % ]WL TO A ,:: :'t':••'`.;'•� .ati:',i',a •' �E�9� NOT SCALE :•i='" ei' Derin 0•rbor 3._ �:n: EL 5.I _ ° 0 \ /�-1�'` /�:}1;r,„Fmnin Poln,:-i'= .:10,.'#�O ► ,d . i.r�t INTERCONNECT AS SHOWN OPEN COYER TOL.tt LOW PT' r : - 1X' Tk S �.:::,; "•'''.4:-'.'''''',h s ,r; "c;>.'4:',t,• ;5,f;;i:".. /y M71:10000$01 X ^x../a O ,da .} � . ''f n:r'• '.h'i' :'f'Sft,il'�tR....,,! Y C : • S Tt?`:1:`7?... S4 ' >:,i:,i:H;t: '7n,a, aGOVEI� VARIES FROM EL'5,4 556' 4• I i �- `:a A� _ m - RS AND 2 OPEN G LG :4 "'.; < :Y< ,�>,,.:.,j;, 1,. - (bSOLIDGOVE LW Li__-� EL +: 7 A=an n•. _ �1 83' x x 3 .r• s? s}`':;.:: ;Y'ir t. ''`' O O N -:� � yi4�'', ,t.v . :.� s.,,,.n./: ,_i'Im. ,� 4 PROP.PAT 8Q / X ; y 4' X �.S'= '�•.�'� r._, � s., I. _ c:;:t,: ' x75 , � � d Y, ,fir' f�7� �i,..i,•. c.Ch .uH Poln.: � f�:'cj .t::,'tE;d�cr�:?: .�.i`, fV 0 MEASURE: PROP. I STY ADD `• • I pE-e ":: R0510N GONSR L N N E G __LG _ ION CONTROL L,E6END: : �'{9 , r•'�4�tn`•�j i:�::7:i�ul �• l• � �`r.��l,i �%• av;`' N -L -- (PERVIOUS PAVERS x � �� I ';;:�:.�,�:. • -,�, ' 1`s' `:' > ,,:,>:. , TION ENTRANCE PER i :7 1 •s'� X ,,F;` :;.,:;:';:.,: �► ;•r.; ; n, STABILIZE CONSTRUCTION / SDS.; I ; PROP. CVRD PORCH I r q 2'X203 186.16 SFJ O 25 i I Shelter&Id`UeF6U t • r W 1.;- O DETAIL,SEE D -I- -1- -"'1(5.q'Wxlq.q'LG) rt5TEP5 N a I k .� x x x x x x x .i t ,;. LG LG L6 EXISTING ( C 2nd FL. o • ,* 1 O SILT FENCE `° '' ;;, . -. ,,..•, :.�•,,.;,;: y N RECONSTRUCT WD cb ,'rye f.. :6:;;� ,� •, ��_Lea_ Le Lei 01.-Mxb51DP) -x 'ti '' ' .�.'... n - gi x5J ?�� ilt : •X X �"'� h bQ' ,,,,� AREA TO BE PROTEGTI=D: L.OGAT I ON MAP (DWELLINGS W/ NO WELLS WITifIN 150 FEET5283 N STOOP 3.1'xq 75 3 f.f.i TEST 41:# o EX' ORGH ➢ .':s 24.9' 6.1'xq 15'STEPS BL ! ; X oj") GULL POND ` NOT TO SCALE 1 PUBLIC WATER) I OF PROPERTY LINE • H014 S ""^(TBR) • `� • . io «' 1 • " X X X� I- • LP ::„Ip:....s..,,,,,.,,,,':: 421 I ] -c'$ �Il� I • ! 4 ,„.4 j •• 5.a v�/ - s----y� `•.v �1,�'': 3� _: '1' ���y 48J,���' op p,,„0, 'f XXX ,� INLET SEE ASSOCIATED GALL-OUf i PROPOSED I WATER LINE TO BE INSTALLED yr • _ t� oo FOR PROTECTION METHOD ! Ex• w titi REPUTED IAC 5T(Tde)'„z .; {3:l lraY,l '93.9'(EXIST. T P � �;� N LAND WF GF fi'fi�?O '05D 51 T I�'L.AN EXISTING CONNECTION TR y, s$ - of EX.5nx Y5�".: ...: r 5 T� �! '�` _ SERV, / � f EXIST. ",` t THE TOWN OF:5011THOLD POINT TO REMAIN 0 MAI `� � f ,y '.w IOOA'(PROP S.TJ �' J`° SITUATI. AT: N Fx.wr�i, s �P 7'/ 10 m ,� 1.' 1st FL. �.;''' l 5 °E-5 AL \�' V 121 INL-T LANE GREE NPORT, NY , • C): 8'MIN ST _ .. 416 1EX NOUSF) �s. cf�. 1r I V� f ✓ �«E= 501-C341 C.)F SOUTHOLD TO RBIAIN Vim 11.5' EXIST. P L, O + EXWTRSERV ;. LP ' a PROPOSED ALTERNATE SEWAGE pySPOSAL To •:•,,�,'t�« 4 2�' uIb ( P� ' ROOF. :: SUFFOLK COUNTY, NEW YORK • ANiTARY SYSTEM FOR HIGH GROUNDWATER ,� `i' X I • \5. ,/%, LP< '� l0'M!N , DECK�`.;: 555'(P�' FV X ,W� -mss SGTM 10.: 1000-43-5-6 CONDITIONS(3 BEDROOM). w q� 8,m ` / q'> ,. _ ;+;* X X X. E-4 SANITARY SEWER- USE: RESIDENTIAL ' USE: I \'4 • 6 .1 hi SO2°27'20"W WATER SERVICE w FEMA FLOOD ZONE: AE (EL b), VE (EL 1) ` I - 10'0 x 261 EFF DEPTH SEPTIC TANK - ,d , `\8'm'/ :•I•(•,Q„ „ „ , PROP.2nd FL.' • I� X X `' �►, ., , Tqr '� EP 8'm/ '•• •••• ADDITION �' I 9.18' UNDERGRND UTILITY LINE u� us �TA: EXISTING: PROPOSED: I ( p �' QUI 4110 _ ' . o '.',t'X X X , �E3 511E D, P II I 1 - 8'4) x 3.0'DP DISTR. LEACHING POOL v_ 1 / ' 4 - 6'0 x 2A'DP LEACHING POOLS 'V*- I \ ��8'm• a'm 4 1 %$ ' L. , MG ,• 5% GRADE WTHIN 20'OF SANITA1Y SYS N S.,.,..)83' h�l,�' ��/ - _t Jb' 1000-43-5-6 / 'gi , «,« X X ,� 4/1O0DGq EDGE OF WETLANDS °E-_ aE-_ 1E-_ SITE PLAN BASED ON ORIGINAL SURVEY BY: • (SEE DWG No 2 FOR DETAILS AND CONSTR. O1 4 . ,\, N . / XI 11E 2 O Lk -. -.-�.-- REQUIREMENTS) ` j I X X h �o KENNETH M WOYGHUK LAND SURVEYING, PLLG • CV • r--i ��,�" -- CO ,, -` - -- go �' I 1;43X X X/ in FLOW ARROW d P.o. 130x 153 C(� �' 6�1`)/ r:C I I /4+4� x X ° N r----� A ' EBOGUE, NY I1o131 �++� CO N �`•-LG-'"' LG '+" X ;MON. 'w` LEACHING GALLEY I o I I, : 6t44l-218-1588 O ' REMAINDER OF CURB GUT TO BE REMOVEDZ _===ftil trl Y EL 5.1 �'� X Xme c� L---� 'ATE: 08-2'7-2013, REVISED 11-02-13 • EL b2 •• SCALE: (" = 40'-0" r r�� t'- TRIBUTARY I N87°O5tOO'tW LEACHING POOL w/OPEN GRATE i 4�t DATUM: HAW 1188 W N L MEASURE: ; TL. AREA=6,122 SQ. tE-1 1 _ ' r _-`� EROSION G0NTR0 EXISTING 8k12 ; APPLICANT/OWNER: � m INSTALL SILT FENCE IN LOCATIONS SHOWN .. • LEACHING POOL w/SOLID COVER fi FR, SHED TO BE t�-,i ROBERT .1. AND HEIDI E. BAILEY ,�/ �9 W ��r Llra?(ti) t\.rj.:115'Be inspected' 8 The ' AND PER DETAIL,SEE DWG Not EXISTING I AND 2 STY FR DWELLING F-�-1 d- RELOCATED A5 SHOWN PROPOSED CONTOUR ® W m Suffotlr County Dept. Of Health S�'r'vicG�. TO�LIFTED AND MODIFIED (AREA: q6 SQ.FT,? • ' •Call 852-5"00, 48 Hours In Advanq • EX, F.FL.EL. = 8.4',EX. ROOF EL. = 333' L1J ecti EXISTING CONTOUR 6- IL 0( ) z. To Schedule lri5pp��0 PROP. F.FL EL. = 10.4' LAND NiF OF NOTES x b.o SITE PLAN (EX.3 BEDROOM TO REMAIW JOHN AND LOGY CI ANELLI "�`- •. . JOH-RAG ASSOCIAT . .. EXISTING GRADE (DWELLINGS W/PUBLIC WTR) I.ALL AREAS LOCATED SEAWARD OF TIED. TIDAL WEItANDS BOUNDARY SHALL NOT www.dignetnycli.com i PROPOSED GRAPES CID or LQ O w ,,.,' BE MOWED OR OTHERWISE DISTURBED. of NSW YOLK CI1Y . NO WELLS WTHIN 150 FET 2.SEE DWG No 2 FOR DETAILS AND NOTES. 9fo.c eaer8stet sm Z 0 , • 20 10 0 20 40 60 80 100 OF PROPERTY LINE TEST HOLE -� ,r+ ( �7� ( y , GRAPHIC SCALE I' : 20'-0' FINISHED FLOOR ELEVATION ' F.F. = / (� Il ; 800 � U ! • r_ SANITARY SEPTIC TANK t�o i � ;�w 0 . C- 1�ER,4L NOTES . , ln_`_ ..�.• . SITE INFORMATION STORM DRAINAGE CALLS. SANITARY LEACHING POOL i Bylaw,excavators and contractors working in the Fsafety reasons,homeowners are strongly m I. DRAWINGS ARE NOT TO BE SCALED;D(MENSIpNS TO GOVERN.PRAJEGT COORDINATOR s` five boroughs of New York City and Nassau and uraged to call as well when planning any SHALL BE NOTIFIED OF ANY DI5GREPANGIES SuffolY.Counties on Long Island must it 1,342:2E12-44630 of digging on their property.HomeownersVOLUME = AREA x RAINFALL x GOEFFIGIENT 2, Gt'CGIAL CARE SHALL BE TAKEN TO A55UREMINIMUM DISRUPTION OF ALL OCCUPIED SANITARY EXPANSION POOL i-�.,�\ pigNet,1-800 272-4480 or 811 at least 48 hours ontact us directly at 1-800-272-4480 or by _j:1 _1, but nomore than10workingays(excludinging 811,the nationalcallbefore youdigLOT 1/ERA�GE 01= 11LI2ABLE LA1�tD: NY51?EG�ENT AREA GQVEf�A15E: RAINFALL = 2"/HR. = o.ibl' PREMISES,ExisTtrtG IMPRwEt�NTS AND uT►tITiES. (50� FUTURE F�'AN51QN) r,,GOEFFIGIENTS= 9. GENERAL CONTRACTOR SHALL PR0T7=GT THE SAFk"TY OF THE GENIx2AL PUBLIC t3YLOT AREA: 17,878.71 S.F. LOT AREA: 17,178.7Q S.F. PERVIOUS DRIVEWAY = 1.0 ERECTING ALL REQUIRED BARRICADES To PERMIT SAFE PA•fAGE DURING weskerdsand legal holidays)prior tobeginningnmber.Forexcavation work completed on • y, TL NDS (-) 1,858.11 5.F. (10396) WETLANDS O 1,858.7q 5.F. (103%) ROOF = LO CONSTRUCTION TBR = TO BE REMOVED any mechanized digging or excavation work to ersonal property,it is the contractors16,120 S.F. (8q.7%) UPLAND LOT AREA: 16,120 S.F. (81.7%) 4, NO MATERIAL SUBSTITUTION SHALL BE MADEWITHOUT FIRST INFORMING THE ENGINEER I ensure underground lines are marked. resnsibility-NOT the homeowner's-to contactUPLAND LOT AREA: L ANDSGAPE AREAS = 0.20 SUBMIT SUBSTITUTE MATERIAL SPECS AND 5AhiPLES FOR APRVL,IN WRITING TD THE F�ccaYators and contractors can also submit gNet.Having utility lines marked priorto ENGINEERI ENGINEER PRIOR TO COMMENCEMENT OF WORK, locate requests onnne,through(TIC.if you do not digging is free of charge, SIN OT C.OVERA € STORM DRAINAGE SYSTEM No.1 5. ALL MATERIALS ARE TO BE NEW AS SPECIFIED PER CONSTR1K TION DOCUMENTS. ANY currently use(TIC,please call 1-800 524-7603 �PI E OF NF DWELLING W/PORGHES SHOWER: 2,230 S.F, EXISTING LOT GOV'ERAGEs (DEDICATED TO ROOF RUNOFF) USED FIXTURES OR USED MATERIALS ARE NOT ACCEPTABLE EXCEPT A5 NOTED. b, GENERAL CONTRACTOR SHALL COORDINATE NI5 WORK WITH THE WORK OF ALL OTHER j for more Information. ,� AFF RE Y �y > 57 S.F. DWELLING W/I'ORGHES SHOWER: ' 2,230 S.F. BUILDING FOOTPRINT = 2,130 SQ.FT. CONTRACTORS,AND BUILDING'MANAGEMENT. I PORTION OF SHED: 2,130 X O.I61 = 355.71 CU.FT. 1.ALL MATERIALS WILL BE INSPECTED AND ALL DEFECTS AND IRREGULARITIES M Abal�donl-aent of eyi tirz� I ' m �R '` a PORTION OF SHED: 57 S.F. senitzr, c /r 1 > ij, . f 'S1 ' • 2,287 S.F. (142%) VOLUME REQUIRED = 355.11 CU.FT. MATERIALS AND COLOR MATCHES OR OTHER SPECIAL SITUATIONS WHICH REQUIRE ✓S + IT3(!at'be I Z �•• m ? I ASPHALT DRIVEWAY: 1,400 S.F. ADDITIONAL CONSIDERATION SHALL BROJFiHT TO THE ATTENTION OF THE P120JEGT COt3lc ;', C'L C11ti3�L't�l11tt11�tl)r� itii'eti]ClI?S�ibi�7it 1 m ► •!`�: 't (4) 475 W X 8.511.6 X 3 DP LEACHING COORDINATOR FOR APPROVAL PRIOR TO INSTALLATION. C�1Yi155?':1�'t f`£��7l1 w�jy�- (� e� ( 7 SOT GO -RAS= 3,687 S.F. (22.SSTi) GALLEYS - D.ALL MANl1F INSTRUCTIONS SHALL BE FOLLOWED COMPLETELY. 8�proof. .o ��, , FRONT PORCH 4 REAR STOOP VOLUME PROVIDED 384 GU.FT. q,REMOVE ALL DEBRIS AT END OF EACH WORK DAY IN ORDER TO ASSURE A CLEAN AND 'o -g3 �� 14/STEPS TO BE REMOI/ Dr -140S.F.• F'ROI''DED LOT GQyRA6E= WELL KEPT ENVIRONMENT. • S • RELOG'D SHED LOCATION: STORM DRAINAGE SYSTEM No.2 10.PLUMBING AND ELECTRICAL CONTRACTORS Al2E RESPONSIBLE FOR SIGN-OFF FROM ' +151 S.F. EXIST. DRVWY TO BE REMOVED: -1,400 S.F. (DEDICATED TO RUNOFF WITHIN TRIBUTARY I) BUILDING DEPARTMENT UPON COMPLETION OF JOB. $UFFOLY.COUN`fY D.PAt TtdENT OF HEAl.TII sEt2VlCE5 S/ONAL E G • FRONT STOOP ADDITION II,ALL WORK SHALL BE GUARANTEED FOR A F'C�IOD OF OF ONE YEAR IR1LE55 OTHERWISE ra Ol►,'41 •Dt"C.•Otda i s;UCTlOTd FOR A . • REAR STOOP: +31 5.F. FRONT PORCH d REAR STOOP PERVIOUS DRIVEWAY = 1,331 SQ.FT. pCCFdl1'l"C11T I'ea FR 2,368 S.F. (14.7545) JAI/STEPS TO BE REMOVED: -140 S.F. I ANDSGAPE AREA = 4'183 SO FT. NOTED.ALL CONTRACTORS SHALL SUBMIT TNIS GUARANTEE IN WRITING WITH REQUEST r r r JEFFREY T. BUTLER, P.E. PROPOSED SHED LOCATION: +3q S.F. TOTAL AREA = 6,122 SOFT. FOR FINAL PAYMENT. t al.:t3:.:�E'AtI IL.({if.•at7CtsCE ONLY • 12.ALL MATERIALS U5ED SHALL BE OF FIRE R,EIARDENT QUALITY. I Q PROPOSED FRONT STOOP 4 STEPS: . +I58 S.F. 13.GAS,ELECTRIC,SEWER,POWER WATER AND OTHER SERVICE CONNECTIONS SHALL BE J • PROPOSED FRONT ADDITION: +38 S.F. $,331 S.F. (DRVWY) x 0.161 x 1.0 = 223.6 GU.FT. DISCONNECTED,REMOVED OR SEALED IN CONFORMITY WITH THE APPLICABLE APR 3 20I4 H.S. REF.. i O. 'R►a- I c -cac�c� _ 0 REGULATIONS OF THE PUBLIC UTILITY OR T}I$IM4lCIPAL AGENCY HAVING JIRISDIGTION DAYG PROPOSED REAR PATIO: +187 S.F. 4153 S.F. (LNDSGP) x 0.16-f x 0.20 = 158?5 GU.FT. 1 PROPOSED REAR STOOP 4 STEPS:. , +81 S.F. 223.6 GU.FT. + 158.75 GU.FT. = 382.35 C.U.FT. DURING DEMO CHBLE 14.FOLLOW APPLICABLE STANDARDS IN DOCUPEIdTS AND Pl1BLIGATlONS OF THE At?P4tOVr:D � �'� 2,650 S.F. (16.4%) 0 q VOLUME REQUIRED = 382.35 GU.FT. FOLLOWING ASSOCIATIONS AND AGENCIES,RATIONAL FIRE PROTECTION ASSOCIATION , BEOROOFit3 0 ' (8) 4.15'W X 8.5'LG X 1.5' DP LEACHING GALLEYS MFPAI,UNDERWRITER5 LABORATORIES,INC.,NL),INATIOr�N(AL ELECTRICAL MANUFACTURES Fon MA`.diF71Ut49 0!r J__,_.__ ) . § )11 --- O VOLUME PROVIDED = 384 GU.FT. ASSOCIATION HEMA),AMERICAN NATIONAL STANDARDS INSTITUTE(ANSI). : tP1RRS 7'HRL•E YEARS FP,OM DATE OF APPR01/AL Ln Z 14.ALL AREAS LOCATED SEAWARD OF THE TIIDAL WETLANDS BOUNDARY SHALL NOT BE EXISTING O O ED ��_ MOWED OR OTHERWISE DISTURBED. 0 1--= Qu i I STo BE LITY FR FTED DWELLING i 5GDH5 APPROVAL AREA: ' ' id O `i� AND MODIFIED v �- U1 O z 0 cy (3 BEDROOM) TEST HOLE • o o w I- Q TEST HOLE RESULTS AGG2UI RED FROM l�- 1 • ill.b' 100.0' PROPOSED SURVEY BY KENNETH M WOYGHUK 8 Q a • o DISTANCE FROM DISTANCE FROM GROUNDWATER ENCOUNTER AT = i F1 ,. ' P , ' WETLANDS P WETLANDS FIRST FL.EL=10.4 2 Lu O 3.8' E3ELOW GRADE Z a` b I (MINIMUM) LLl 200' co a I I EL EV.52' GRND LVL = 0.0' .,i 1 EH J r m • ILl DR BROWN __ MAINTAIN 5%MAX. SLOPE • o ;o G.I.COVER 1.0.SLAB I• PROPOSED • SANDY LOAM F •�, ECETc N O O FROM EDGE OF • , EL=81' A EL.181 i FIN.GRD EL.q.0 ELEV.42' d� GRND LVL = -I.0' z O . , . G.I.DOVER ��\' \v\�\ \�/\`/\� \�i�i\\ \\/\\/\\/�'/��/\`/\\i�\i�\� t(1 a r - ('n ( 1 FINAL GRADE 0 SANITARY SYSTEM OUT 20' o fL = 1.13' / / ,/ :,°,/ :� �\//\/,/ ` '\/ /�i\ ;/i\i��i\/i\//\//\//\/\//\//\//\//\�\//\//\//\//\/�' BROWN a 4 is - 'PERIMETER IN EACH DIRECTION C.I.GICOVER ; \ \ \�/ /\ \,/, /,/ /�/\/\/..� ,/\/\ \/\/ice\ \/\`\\/\\/\/\/\/\/\/\/\/\/\//\/\\/\/\/\< = GND WTR ® LOAMY SAND IY l �' ��I (N U- • 20 EL =:683' /<'__` /� �a%%%%�% �i//i//i//i//i/%\/ /\/ \ . \ : '•, _ //i//i/\//\/\/\/\/�\/�\/\/\/\/\ \/\ \ to - \ \s'• \ \\ \\\ / /\/ /�„_:. _::. m EL. 1.4' c `'._ O (� • EL.5b31(MIN) y//��X0.5.=4.01.,- �// // ////// 4 DIA PVC PIPE. \//\//\//\�\/\/\/, .,r, v `,\/`x\' •_ 1 .711; I'.CO.!SQL i t!�ERVtCE v.� / /\�` .. -. „...., ,';•:.•y\\�\�\\\ - \����\�\\�\\\�\\'\�'\��\�/����. / FLOW LINE :^:, l;�\ \\i//\���\��// /\����/�\�//\\�/�\�/�\�//\\/�\�/�\�� IE_'1.08' GRND LVL = -3 8 ., t ' I - tb.ix \ \ \\/\\/\\/\\/\\/\\//\\/\\/\\/\\\\\\s\/T.O D � \\!i` i B.0.5.'= 6.4 / /� _ . \ IE 6311' ! - t IE.-681�t�i�ii�/ice/i>���, �! �!�! _ Z LQ OFFICE Cr cV.�STE I �a I',.rT �a • ��/������� �� � � • 4 DIA PVC PIPE EXIST GRD EX.GRD B.O.S. = 5.4' ' Q FLOW LEVEL co IE,=6A1' ID.O' PITCHED®Ye"/L.F. _ - - IOA' PITCHED®Y" /L.F. _ ® EL. 5.q' IN BOG O Q ' • �' ,to :Li 1.25" = 0.10'MIN SLOPE :• IV DIA,SEPTIC TANK 1 2.5" = 0.21'MIN SLOPE . • • • V ® EL. 5.4 '`�f .' L.P.(I OF 4) W D.LP.(f OF I) �, .. .. . ,._... .. . .. .... ..:• 3'COLLAR OF - I U5G5 DATA HELL No.516183,2 = P.O.TANK = EL.3.4' jREQUIRED FILL AND TOPSOIL QUANTITIES= - z • BOT OF POOL r 3,4 BOT OF POOL = 3.4 GLEAN SAND HIGHEST RECORDED GROUNDWATER = I.56' Z I ELEV.-1.1' G LVL = I•I' (MATERIAL TO BE ACQUIRED FROM AN APPROVED UPLAND SiTE) AND GRAVEL - _,._ b'-0".'.: ,� 8-0' - GROUND WATER EL. (TEST HOLE) N` -- •. r - - -- -- LFI _ _ -- - _ -- -_ _ _ WATER IN LL(TO BE OF COMPATIBLE GRAIN SIZE AND/OR SOIL TYPE): FAS_ • . MED.SAND REQUIRED FOR REMOVAL OF EXISTING SANITARY SYSTEM = t25 CU.YDS. ' REQUIRED FOR PROPOSED ELEVATION IN GRADE ±42 CU.YPS, • • TL FILL REQUIRED: ±,i CU,YDS, , PROPOSED , SEPT I G SYSTEM DETAIL _ 2.TOP SOIL REQUIRED FOR PROPOSED ELEVATION IN GRADE : ±GO CU.YDS. ELEV.-4.1' GRND LVL - -10.1' • : ' NOT TO SGALE SEPT.5,2013 TOTAL FILL MATERIAL TRUCKED IN = ±101 CU.YDS. • • - Iof 2 • ;1111' i PTi I' ! IT11 n• lj: v I� u.I i — —.. I 1 % Irl! ' 1 1111!'" Fl �' ;,1;;111 ib '<' !I A �1�1'1` !I III '� "!: ' ' '!! ! dl ,; •111'1 1 ;;1 "It l. 111:1 ..; i I' 4:1j p1 1' a;' �' •1. n! '�l ;111..I,� h'I, 1 ,_;:' irI !i iI I I �,:;1.1!','i 1�',,,. ,ill I; I'! 1'' 1 , 'i '!,';I II' I !! ! jj f,ir i.`t t i:1 ;I'i,Iii 11,� !. !it, i ii✓ i i :i li F. p !j I !,I !�,, i, i? I 1, il,'i:1111'11 'Ii' jl: Ij' ,'!;I'+f 6!!, it 11Iji!i V.: :k •1 • I ,1 , I i:YI t.'';! i,l, .., ,,L,' • j I t l'I111f 111I 1 ! 'i t, i,.; 'i .l fill]lj is kit!! }!t��ll. 11111 1 i'i,'I ! Ili ,± L ' ,.Illi•... _. ....... .. .. - .... _. _ ._.. _ .. ... , I ,' • I ':,�f,l FII III I �rt,i ,�. 1 I . .. -.,..• 1,; • " .,.. .. .. .. .., ,. ,. . , ...._ .. r .. • :,!'I ':, -.1r',1',11'1;fal',rla; a('(I I) IiRll' I'..1#� II,IL, ,.'9.1j i �t.!1,: I. i! (, •' I 1"111 I '!i!I! I !''I tl, 111!1'11.1 'I'�1 ! 1111.'i!,:!''' I,;igl' I ' 'j I, el ! ! a ` fi.(I i �' 111(! 11 nqq 1!' Ij !. I�{ 1111 i i- i4 II i ,f.'I I f, ' i ji I•. '' ,. y I 'l'4 , •,IP!11‘ ',,i t.. i,, 1111 i ,':��t ( 'I 'Yi ' p t Iii Ih ,I' I�II.Il11ai1'�I 1I.ij i'illnlilli'! i,,1 ! +i i,11^li �';: TO'MIN. �- S i''° +' "Ilr'1!' '!' '1' :1 ,1 I i: I !'.I,I,.;.!, ':i,. STEEL OR WOOD _ LOCKING GA til, 6 ! I,;:4;i .I; ` ;:;, ( ' : EXTRA STRENGTH FILTER FABRIC p 3j STING i';�1; j ..I . ! '•1 ,! I AI; , ' !''' ' 1111 ( REGD.WITHOUT WIRE MESH SUPPORT POST(TYP) .O cv TO GRADE STONE PAVEMENT EXISTING FINISHED GRADE 0 a ll.l ' 11114,} I ! i' I 4111;' 2 0 ! ! ! , , ( ' '' , ! I , I 1. EXISTING PAVEMENT _ • Ifl I 1' . " ,{ ! l' ! s 'I '� 6ROI�1D • $�� , rrlrrrrr rfirir<r, N . • :I!;' 1 i' It ! ���,r p .r: !; k 1111 .I I I,LJ1, i �(I I; j•it it'I t. .iO,IMAX O.G.SPAGIN6 x I,n:1 1:;: 1i ,1 I, • ' •��,',!11•1 ,i d i1 ,:i1 11.:1' '1 I,I I,�!i 1:!,;l! ! 1- _ -.Rt iir-• o ' "M��'�j�� a T. Q P CHIMNEY 6 SLAB jt ! N � .h 11� (':, II iI I, ,'j!'' ;i l l,�,i L; ',1'!, I •Illi ' pr:,,0/_ ��,\7 i�. \ �/ �'/� ` —~ Ii' ;is '1 IL1!, STAKE II ,III ,,, 1t 1'!, t it i ,rr rrr�r"rr✓'�/�� %Tj \,/,,e1/›. I I /� I ,. ,,,: u. ! I ...r n 01.00E--_,„,e,/ . .,47/4. \,�./.c / \ .(. I ° _ i f •'- \ I ii >o i.. i •:3 ji',:, /err .q rrri / a -- I �, • =r_:: s::=-•• ii ,,:, i;!;• ! i; . ilFi:':II �iII ��/+Irl��� �I I� �(�' MOUNTABLE BERM -e �_q�n ° z. A . . .11 ,I;•i ! ,�1 ` hi FABRIC 1 ,es-.:iT-= 1'x'11 ,l(i: a /I/ /�'% :011:111%•••• ••!. :''' ' s..=r-Y'."- FILTER CLOTH L 4 a Q I I L rials a--2 I ,I '1 .1' t;i i' ijl'`.il ,1.., r r / i li; --`moo • a G. :_:,fit= 'Ii :(!1 s I ';' ,!, ' l�' /'r �� ir���i�l�r/ . . . . • •, . . PROFILE (mow j a I ( --G ��`�'' W �-�^ .. :T;�¢ +;:1 .!I !!i 111.1!I ;I 0101/, II/r �II���I� ;,1;. rrrr>1� I i 1e•E•-�= :,r i, , 1. ,,,'' I + ;' 1' r �prr //� :00, 1:i1 ISI/. ,...,. •, �_ r_ • ' a -"� ! +:I ��:,ii,r Wr, Ill-, •:! 1,5,111rM /rr + iU ..,.• FIA INLET FLOW BAFFLE• III;li. l ;Itis{ il,f! ez �I III!= .//'I���a��� 1 111 I;1('III'll : iiI''''I` i +: ' Mpi1�M� /� �I �'; '. ::..; ° = Ch- III I i 11 t Alai ji"i,!1� i -�lI - Y v I ::I!1 _Ii i, i 1 i;!::ii.11 i li :::: �II � I� ''` : te:.''i I TO'MIN. ! 4 4)CAST IRON PIPE 'fl FLOW LINE 8 � al '" I!'i i1`P„ ,, :i''''I _1Th1=1111=111111' DI'' l;l! iiIIy.,!a' !'�'i 6 ! I /�I ' :'•4: r r1:I; Ic I. I;;: i;!'' .i �I T>ll= =� v° `. :'1111 1 '+;', i I�Iii I ; ; MI/�I 4 PI( +r j` o !,i t.!' il.. 14E"PER FTM IRON1` , `' ff ! I /. WASHRAGK g / IN. .CAST PE!' I I;fi ��Il ;11,11 .r nl;i' ' 1 '"' ''`', . :i .. , •' OPTIO b I ° . .o RE GH =I j I 1. �' iIt.'''01�' I i ,a,,:' ,I iir„I'' (OPTIONAL) _ • _ "ab PIT ill !! r- BURL FABRIC I I!I+ , i k, i , ;f;I•; ,a \ \ �\ ATTACH FILTER FABRIC SECURELY 1j V8 PER FT.MIN !- 1:o- 1E 1'i �I l.'i 1 i j I , 1,! I a I ` •i” '111 i ////}. // //\/ �u�i?\���/i/� TO UPSTREAM SIDE OF POST v - ;a --� j C] I ~ Illli{ i, ,:I ..��.. c + i is #; \\�\�N 1' y \/ �� - - --► ' w.ee-n•,7 .VRI I, 11 !� ,, , l : i;• '' 31 ,.. . ,,\\�'j/\\ "\Y�\'Cr\Y \r\'4 R R RR R C .• ' R • i• �L �I ,.,i 'L .3 p +' Iiiii i l e�V • i." • 'I 1 I;!{ I Ilii. �.111 i II.•l W �� /,� _ • v - ••'v �v 'y'v :•••••••,..4s:,...v ''v a , +v- '� N—I • (. � _ '10 MIN. EXISTING t • ,L, EXISTING • - • ' - - - PAVEMENT ! " 1 ,(,,+ • I;i �—' S«C:3! "•i,.i {y(�I� i I I I I' 91 i i iu 1 i 1': �f II' �' °7 °' I I e �' ' ° I I'1 l!, I,. lir, FCYClltµoE� ' Il I i I:,'' 'f:!i , i.'i '' 'I I,I, h� I /% i P' pGOAi�JL V P �" V 7 1,, -- �1 w 11;i !1 % 'I 1 it !'II I a I LT 1 `lG DETAIL L GROUND o vAGGREGATE , v , v v:v -. ° J I t t! tb �"-^ .I PI•, �r•'I L. � •I I', ,;11 f '•.I, ��j - 4'.14—. • ' : , , , i -4-77-% 6 1111`' ° 'I;'I'!' t 1 L, I •il' ' I,o ,,, 11 \\i[C\� V W ° p y gr. �° p -° —ev— 4 _° ° :'rl' ¢--`+ p ! ;.I' • 1 ,, _�, 1 p I' . --=--------11111 I; i NOT TO SCALE /\`/ (vpt ° - , ' - I\ - - - - P �1 �j�j�� , ,• ,•'O . ,,1'O ,y•V -V,,,,,,•.7 \'V \•'V �Fp w Ul l c i 1 .....'"•••".''-'7:-. 'as • 'i.• , l .j I .\�\�;��A\\' \ v ' - ll -�-:,iwit,, iI..,�s�4 1.1 EXCESS1 ' "t' 111, I! ' F.!� - 1 1'I�' .i•- $i.iN tl..•i „! 6P,T1•1�ER ' III — I I' , , , ,'!L;1 ! '' • Ii, ! 1 '�' ,i •,:: (1 I "!ii! ., ii r�,.l ; '!i! )DOTES: SII,.TIFENCE SHALL EE PLACED PARALLEL TO ` ' 1411;11, •+. I' LI i� '1''!'6 11 +( „1 Ili l;1 I"!P i ! 't'1, 'i I SLOPE OURS TO MAXIMIZE PONDING EFFICIENCY. i x m .10 1 j►' "i'' ;I :I' f a i 1;1'! IiI;' (i:` I•'i iv I I;I( INSPECT REPAIR SILT FENCE AFTER EACH STORM DRAINAGE TO SEDIMENT o 0 bl. I ', ! N I + 11 ! �.' I i N SPECIFICATIONS F I GAT I ONS ' I.I!1111,1: Il ! r l '1 I t_van ASID:REMOVE SEDIMENT WHEN NECESSARY. !1 !'' CONST 1 + :' TRAPPING DEVICE SEE NOTE 8 " �' .,: . , i! r'I'!:,,., ';I 1 ,I+;I ;•`i!` REMOVED`SEDIMENT SHALL BE DEPOSITED TO AN AREA F PLA ry—I 7 N �'+ 0 1 ! I:i; Ii { Milli f l�� ! l :{ T W OFF-SITE TRANSPORT. ----LOW } 1. I.FILTER FABRIC SH(+l V , u AO 85,BURLAP MAY BE USED FOR SNORT li , l{: j I ? i THAT Ky. T ALLO F-5 1 TERM APPLIGATI I,a p •I 1 t• j :: i f+it t ' •' 2.GUT FABRIC F FAN v • TO ELIMINATE JOINTS,IF JOINTS ARE NEEDED •!1`1;;;II, I; 'I I;I I!11'i`!( + "`'I; I.STONE SIZE-USE 2"STONE,OR RECYCLED ! I j i' G ' l a' THEY WILL BE ' r +�, EXT STAKE. 1;11,'1 ;; ; ' F,' J ;'i !!!'ill I ''! IGONGRETE EQUIVALENT �- !''' %! !. -• '' Ir 2'x 4'WOOD OR EQlJIVALENT. METAL WITH A ' 111 1 II' I!''';li;'1 l` 2.LENGTH-NOT LESS THAN 50 FT(EXCEPT ON A SINGLE RESIDENCE LOT DERE A 30 FT MIN LENGTH WOULD APPLY) j i! l` . 3.STAKE MATERI I Li4! 1.' I'li"11111 ;!i i !':i'; I ' ' 1 II _ I I I a r !; ',; , {, 3.TFIIGK}E55-NOt LESS TTIAN b (RLT'LAGE STONE AS NEGExARY). i II - , 11 I MINIMUM LENGTH, : E. :,,I t L,I r /\ \ f,-t./\ \ i I ',? •,i. l.. •,i, c , (: 11 .f, it '•.il.; ,,, a 'i `` 4.5PAGE STAKES E • I 3 FEET APART AND DRIVE A MINIMJM 18 I° r 'I \ \ 5.WIDTH CLOTH I WILL L BE PLACED OVER THE ENTIREIDAREA PRIOR WHERE OFS5 OR EGRESS OCCURS. I ' 1j . „ [ ', I; 1:j' ii l'i + `i! ;1i' //\\//\� Y;''�/\//\/ PLACINGSTONE. t 36'HIGH POLE(MAX) 11' i i !' ', INCHES DEEP.SPAN`'OAR, ;)H1,,,, p FEET MAY BE BRIDGED WITH THE USE OF '1 ;illi i.'I111 ',I' 1.!.• "11:11:'1'i I ' i' : STEEL OR t^IOOD POST •/• / r"' ;�//��i 6,SURFACE WATER-ALL SURFACE WATER FLOWING G OR DIVERTED TOWARD CONSiRUGTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE,IF PIPING IS '/ \ , till I.,', •!; ; •!: WIRE MESH BEHIFID:t E'Fl ' FABRIC FOR SUPPORT. I; I,!:'I ,I. ':1.'' ? `:.,;;i,';; ' ''r \ \ \ , E E �11NIMUM BELOW GROUND AND BACKFILLED.It n 111 'I' '' ; an ; i':!IL;••, '.i ;i.. \\ \\ \ 4 X 6'TREIJGH IMPRACTICAL,A MOUNTABLE BERM WITH 5J SUAPES WILL BE PERMITTED. +' , •I. 5.FANG SHALL t ;E � 2D �'. 11 I +,•, ' !' '',', . FLow / /t yl/COMPACTED 'T,MAINT E-THE ENTRANCE SHALL 5E MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWiNS OF SEDIMENT ONTO PUBLIC i i;1 I I SHIALL BE SEG11l2FI iF,A i!T�,.THE 57AKE5 AND FRAME. I '! iii! ;I; G I: I i ;,i .eF-- %\ \/ BACKFILL RIGHTS OF-WAY.ALL SEDIMENT SPILLED,DROPPED,WAS}-ED,OR TRACKED ONTO MI6 RIGHTS-OF-WAY MUST i3E REMOVED IMMEDIATELY. - �,,CAMPLETED AROUND THE CREST OF THE FABRIC ; i G i, i t / (\ 8,WHEN WASHING I5 REQUIRED,IT SHALL BE DONE IN AN AREA STABILIZED WITH STONE AND DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE {1! .• . 6. NAGE AREA I ACRE i !` \\. • / OVER FL 5GT A2 x H !� 1 , IC I, ; i !;} : Il cl.PERIODIC INSPE ION AND MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN, . I ii I ( ' FOR 0 I' !1111'1 I} !,) {i DRATI � • !i, (. �: 'i', ! Ij! I' •;,! ( 'ir�h I , 'r' ` ,,1' !41 '� �a`i'`+=:�.i.: �' INSTALLATION WITH TRENCH ` 1 1 ! ' • US.Dt3'Ai2" ti '' ',,11 to, •LIGE FILTER FAB 2I i' !{; ' i; '1.-I 11!;I. •••,1'; >/\/ 0/\/ \fe��\ ' %ALB NTS �TA�I L i Z D GO�ISTRU 1�TRA�IG -- !! ! NATviva DROP INLET 1 }, ;I.;t • \/ /\/ \i o GT I O� / I, I,. I,l ''. NEW YORK STATE DEPAR •r + AL GONSBZVAI ION 111,!I; ,''' I ;i:. 1. 1 /� /\/\/\/ NOT T SCALE i• PROTECTI ' " i` z / / 3/4"MIN. ' v0'A '� l !'' i 't' NEW YORK STATE SOIL, ?� .,' a i /IiTON COMMITTEE '11,,' 1 `• 1 leii', 111 /\�\\ DRAIN ROCK t I ryA 111\E-I ,,!i !' 1.1 ! : '+ '• • .r. r;. , • 111!1 b \ , • l ! r I I j L I'!f(1:11 1;: '1?II'' i, •i!, �iLi,All''t;, // � / ll - 1' 1.. ,I'.,. 1'', iLL) t 1; G; �, ,111::i � j1! II is �\ \\ + ' ' •i,I ,I ;11`1, ;; (` , 1:; II 11:11 // / \� INST��LLATION ' '...,� 1 ' i „,;1.1'I!'',r 1'' 111'1`'!' I, 1111 .i>; \.\\/\ J"'IIT )C TRENGHINe •• i. #iil I I •jl;II 1'j!'l '44p' �;S!i 4'" ' " '+1 i' :, \\\/ SCALES NT5 \ .MINIMUM REWIRED l! Ii1 i i •'I . II;1`"(" 1`!';.1''k !i l`�i I . { llI I !. I F i SEPTIC TAMC CAPACITIES FOR A r I 11:1111,�' , h!I I! i _ 11, 11;,1 I 3 BEDROOM HOUSE 15 Ip00 GALLONS. . I '!° '(1i.1,!11 i.,'a, ! !; i' Ili SEPARATION DISTANCE REQUIREMENTS FOR (n • I, '4',1 1 't i .i::1 111,.1 • I. •.;I!;' ' ',.'! STORMWATER LEACHING STRUCTURES AND 1 PROPOSED SEPTIC TAW �•� jl, l;l; !. '.I I' I I'i1 i 1 f1O'0 x 2b1'MIN CO I + I „t; ! I 'ii is 1; n.1 1,,(I. 1! ,,' !11 PIPING (RESIDENTIAL): \ EFF DP®500 GAL/VERT FT= / 0 0 '; t'I i 1 -i1!;', 1 (:• 1 1,335 SAL)MEETS AND EXCEEDS THE REQUIREMENTS F+f , I ` i i iii . :'s,• ;:l.I HORIZONTAL SEPARATION DISTANCES FOR STORM ( :1!' i, p,I-1 ! 1 'I!; ' ( I 1l DRAINAGE LEACHING POOLS: 13pl\let OFA 3 BEDROOM SYSTEM PBZ SGt7F15. �,- :!4' 1: 1 'I`'a i; !it•!, i;i'i !!!i 1`' ;'j` PROPERTY LINE = 5'MINIMUM of WW CIS' W CNI i ;.{'''fi t :I 'i,I , rli, '!:1 i• !,I!:,i:j 1. I BUILDINGS WITH CELLAR= IO MINIMUM &LONG I`�I.RNn \ / / ^ �• r BUILDINGS ON SLAB - 5 MINIMUM !� — WATER SERVICE LINE/LATERALSi/MAINS = 10'MINIMUM 800-212-4480 1811 p� • , UNDERGROUND UTILITIES = 5'MINIIMUM Oo-212-�� o SANITARY SEPTIC TANK = 20'MINIMUM --` m )- i SANITARY LEACHING POOL = 201'MINIMUM ' • w X •• PUMP STATION = 20'MINIMUM www.dignetnycli.com SEPTIC' TANK — Ir335 GAL. .p 4 MANHOLE = 20'MINIMUM •or I ' SCALE: NOT TO SCALE 011.) LL. I PRIVATE HELLS = 50'MINIMUM www.Call811.Com X Z 1 1 RETAINING WALLS = 10'MINIMUM (for other states) EPTIG TANK CONSTRUCTION CRITERIA: • FUEL STORAGE TANKS(BELOW GROUND) = 20' • (�] � I.THE OUTLET INVERT SHALL BE SIX INCHES BELOW THE INLET INVERT. THE INVERT MUST BE A MINIMUM OF 2.61'ABOVE THE TANK BOTTOM. [� MINIMUM Bylaw,excavators and contractors working in the 2.THERE SHALL BE A MINIMUM ONE FOOT AIR SPACE MEASURED FROM THE CUTLET INVERT TO THE BOTTOM OF THE TANK COVER. live boroughs of New York City and Nassau and 3,THERE SHALL BE ONE 20-INCH DIAMETER COVERED OPENING LOCATED OVER THE INLET ANDA SECOND OPENING PROVIDED OVER THE OUTLET THE I HORIZONTAL SEPARATION DISTANCES FOR STORM Suffolk Counties on Long Island must contact OUTLET OPET71lJG SHALL BE[QUIPPED WITH A 20 INCH DIAMETER WATERTIGHT AND INSECT-PROOF LOCKING CAST IRON DOVER AT FINAL GRADE. E- ( 11.: DRAINAGE NON-LEACHING STRllGnlRESt DigNet, 1-500-272-4480 or 811,at least 48 hours 4,NOT USED WATER SERVICE LINES/LATERALSr'IAINS = 5'MINIMUM -i but no more than 10 working days(excluding 5,CONCRETE SHALL HAVE A MINI- COMPRE53IVE%RENSTH OF 4000 LB5 PER SQUARE INCH(PSI)AT 28 DAYS SET. 0 UNDERGROUND UTILITIES = 5'MINI!-UM weekends and legal holidays)prior to beginning b,WALL THICKNESS SHALL BEA MINIMUM OF THREE INCHES UNLESS THE DESIGN HAS BEEN CERTIFIED BY A N.Y.LICENSED PROFESSIONAL ENGINEER A5 ("N any mechanized digging or excavation work to COMPLYING WITH ALL APPROPRIATE REQUIREMENTS FOR THIN-WALL CONSTRUCTION. ALL WALLS,BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST DRAINAGE LINESRATIQN DISTANCES FQR STORM ensure underground lines are marked. AN APPLIED FORGE OF 300 LBS PER SQUARE FOOT(PSF). REINFORCEMENT MUST COMPLY WITH A.S.T.M,A-615,A-185 SPECIFICATIONS. ('(') Excavators and contractors can also submit 7.ALL_DINTS SHALL BE SEALED SOS THAT THE TANK IS WATERTIGHT AND CERTIFIED AS TO WATERTIGHTNESS AFTER INSPECTION. TANKS THAT ARE WATER SERVICE LINES = 18"MINIIMIMLASTING IN PLACE NL15T BE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER AND,AS A MINIMUM,HAVE THE FLOOR AND WALLS MONOLITHICALLY • • SANITARY WASTE LINES = 18'MINIMUM locate requests online,through ITIC.If you do not currently use ITIC,please call 1-800-524-76034,1 for more information. 8.NOT APPLIGABI E SH1. 10.ALLSGOVERS WIHEH E NOTE SQUIRED TOABE L BFOIGHT TODD ARAPE,SALE BE OF PRECASTDREINFORCED CONCRETE(OR EQUAL).COVERS OVER 3'DIA,ARE • For safety reasons,homeowners are strongly NOT PERMITTED ' encouraged to call as well when planning any type of digging on their property.Homeowners + 4 t • ! ! can contact us directly at 1-800.272-4480 or by j . ' - calling 811,the national call before you dig , �pF NE(N Y0 • 1 :i \ / / / \ / \ ' / \ / \ / number.For excavation work completed on I Q� c T. BO .Q • personal property,It Is the contractor's co 4�P T<I 'rr . : ;', . ..i. . 9 --1 1-q"� responsibility-NOT the homeowners-to contacts �` ) ; r / — — — — DIgNet.Having utility lines marked prior toil ' ;�`'�\firs 1 -� • — — digging is free of charge. �(rb• I, �u I i — — — — • a Z I (• / ;j v �+�I D V� l V • ..- -t8"? PIPE Ni' 349'3 4e/ • / i \ / I KNOCKOUT • SOLID CONCRETE COVERS R' -ESSSO�P / / 'BETWEEN 6'AND 12" BELOW GRADE , t �_ 1 17 y `_ - P J r "• L ! FINAL GRADE (ALL LEACHING POOLS) ' JEFFREY T. BUTLER, P.E. „ . . , ''• I SEPARATION DISTANCE REQ'MTS • END VIEW — END HALL FOR SANITARY SEPTIC TANKS: i • I I I 1 Q • / \ / \ / \ , \ / \ / \ l \ e -1 • 'IMIN, HORIZONTAL SEPARATION DISTANCES: DLP LP �- (TVP) 0 i NOTES: A. BUILDING W/CELLAR = 10'-0" B' MIN. L I� 3 o-� = n I -� _ 3' MIN. I i 1' ! t, CONCRETE 4p00 PSI ® 28 DAYS B. BUILDING ON SLAB = 5'-O" i = ( ' 4 TVP-- l'-10" I'=tel Ir-� 1� t=om Is�—t `<- , I a 1� ( O I ;' 2. REBAR TO BE ASTM A-6l5 GRADE 60 G. WATER LINES ' 10'-D" - - r�1 I Ica I r >> �_ I !-7, 3.WELDED HIRE FABRIC ASTM A-I55 D. SURFACE WATER (WETLANDS) 151-0" r 1� L'.i N r--A F- P a IA 4 '--A \- 0 rZ •I /31- 4•. 'DESIGNED FOR AASHTO HS-20 LOADING, F. PUBLIC WELL = 200'-0" _� LE.:- 1 'c0 '� ' r ' � IN ' Z LL f .` 5. TOP SLAB AND HALL ARE MONOLITHIC G. PRIVATE WELL = 100'-O" DISTRIBUTION LP(I OF I) LP Q TOP VIEW H. RET.WALL (WTRPROOF) = I0'-O" g..1--- ~ • IB" DIA. PIPE KNOCKOUT = J.U/G FUEL TANKS = 20'-0" 2'MIN ABOVE HIGHEST 8'-0" DIA. 8'-O" DIA NON-RATEABLE , r\ Z W EXPECTED GROUND 14TR i Iy RECESSED CONCRETE " iv 501E . . (EACH SIDE) 1--2-0" -►{5" COVER K,U/G UTILITIES = 5-0 (PER%MS 0 FFD-.2.65) �� QCL1110 ZC--ILL.,.. '- ( `� I L. STORM DRAINS = 200-0" PER sex* �1 Z Z m 1-- - M.CATCH BASINS = 5'-0' Q _ (-COLLAR MATERIAL O 1 -\\ i----- 1 - - -- (NON-LEACHING) ((PENETRATION) Q (Y i-(- -1 I- - -i N. SAN, L.P. = ei-0 RATABLE Tr) O Q <C , / P. PROP. LINES = 5'-D" �-- • TABLE 501E 1l IU O • �� D D i 1 1 v o 1 ? Q. T.O. SLOPE = 25'-O„ — 0 I— � � V \\ // I p� I, . . i +N N ;i R. BLUFF = b5'-O" UNDERLYING SAND AND GRAVEL STRATA 14. I P o USI — I ! r. ' ILIm_ I.COLLAR DEPTH IS NOT REC>X11RED WHEN RATABLE MATERIAL EXISTS FOR FULL DEPTH. • 1 I 1 2.COLLAR MATERIAL SHALL BE CLEAN&RAVEL OR BANK RUN. O . . I 1O„ 6„ tr 7 i NP LEACHING HOLE, TVP. [-2'-0" (LEACHING POOL SYSTEM - QTY 5) —" _I 11_ 0 -I SEP. DISTANCE REQ'MTS FOR `� i • SANITARY LEACHING STRUCTURES: z 4 DUMMY CUP, TVP. A r T T IN SIDE VIEW SND VIEW — MINIMUM HORIZONTAL SEPARATION DISTANCES: TYPICAL CLUSTERED DISPOSAL SYSTEM LP O � 1L . TE INTERMEDIAWALL A. BUILDING WV CELLAR = 10'-0" SCALE: N.T.S. d N 0 B. BUILDING ON SLAB = 10'-0" LEACHING GALLEY DATA C. WATER LINES = 10'-0" I Z UJ ,�, o ...... INTERNAL DRAIN WALL INTERNAL VOLUME APPROX.DRAIN OPENINGS WEIGHT D. SURFACE WATER (WETLANDS) = 100'-0" j {- WALL HOT. AREA(SF) CF GAL. TOTAL SIZE ANGLE �') F. PUBLIC WELL = 200'-0" O 0 < l 1'-O" 17 tt 3y 919 19 1/4"X b" 14 T)F(i 4,150 G. PRIVATE WELL = 150'-0" DETAILS 5 OF GONSTRUGTi ON 0DL -� Q 1--USE FOR STORM DRAINAGE SYSTEM Not H. RET. WALL (WTRPROFF) = 10'-O'• 1'-6" 25.5 48 359 20 3/4"X 6" 14 DEG. 4,730I.U5E ONE (I) 10'0 X 2.ST EFF,DEPTH REINFORCED PRECAST CONCRETE SEPTIC TANK(1,335 GAL CAPACITY). " J.U/G FUEL TANKS = 20'-0" 2.USE ONE(I) 8'4 x 3.0' HIGH PRECAST CONCRETE DISTRIBUTION LEACHING POOLS. • a•-U•' .i4,U 04 4/9 ZU si4"A b•' 14 UL'tJ. 3,523 K.U/G UTILITIES = 5'-0' 3,USE FOUR(4) 8':D X 2,0' HIGH PRECAST CONCRETE LEACHING POOLS, Z f`r �'-�" 42 S 8Q� 49R 2,5 1/4°xb° 14 DEO 5,905 L STORM DRAINS = 20'-0" L� J` /'� " 4,USE 4" APPROVED SEWER PIPE THROUGHOUT. 11. I_ A(� 3'-0" 51.0 96 718 : 34 3/4"X 6" 14 DEG. 6,485 USE FOR STORM DRAINAGE SYSTEM No.I M. CATCH BASINS, NON-LEACHING = 5'-0" 5, THE WASTE LINE FROM THE SEPTIC TANK SHOULD ENTER THE MIDDLE RING A5 HIGH A5 POSSIBLE. 3'-b" �v.� Lit bib 4u J/4"A b' i4 li>r�. 7,06J • N. SAN. L.P. = 8'-0" 6.USED FOUR CROSSOVER PIPES BETWEEN THE MIDDLE RING AND THE FOUR OUTSIDE RINGS,8 INCHES ABOVE THE • • P. PROP. LINES = 10'-0" BOTTOM. iit 4'-0" 68.0 128 957 48 3/4"X 6" • 14 DEG. 7,675 Q. T.O. SLOPE = 25'-0" BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL. R. BLUFF = 651-0" &.SLABS SHALL BE BETWEEN 10" AND 14" BELOW GRADE. STORM WATER LEACHING GALLEY DETAIL 10. BOTTOM OF POOL SHALL BE A MINIMUM OF 2 FEET ABOVE HiGH SEASONAL GROUNDWATER. Q 5. SEPTIC TANK = 8'-O" q. SOLID CONCRETE COVER SHALL BE BETWEEN b AND 12 BELOW GRADE. ' t SCALE: H.T.S. { i _' of 2 INmsaTOINRioGwAT R T.,0NecEHDApTER.236 ^ /Yldegir DRAWING I DATES NO. DATE • Bid set 02.10.2014 Permit Set 04.08.2014 A-000 Cover Sheet SHEET NAp;.DNAL;Rpt.E.RpAurEvvaL:!711.AsNy DRAWING LIST 04.08.2014 Construction Set 00.00.0000 Site Plan Pao 1 04.08,2014 Site Plan Page 2 04.08.2014 REVISION DATES A-002 Code Sheet E04.08.2014 A-002 Window&Door Schedules 04.08.2024 D-101. Demolition Plans 04.08,2014 A-100 Basement Plan 04.08.2014 A-101 1st Floor Plan 04.08.2014 , A-102 2nd Floor Plan 04.08.2014 A-103 Roof Plan 04,08.2014 A-200 North/East Elevations 04.08,2014 A-201 South/West Elevations 04.08,2014 A-300 Building Section 04.08.2014 os-1 ER ED 44,0 %V. N*.r•-‘f. 11 01 A * 'i •-;,:k:4,:o. .7o d . •„ 1:,P T. 7)1477) FEE:-A145.„_::-.... E: •:=t9./?-, ..... NOTIFY EUIL:I:r3 C ,1.RTMENT AT y M5-1r)C.2 CA .1 10 4 PM FOR THE FOI..LOWINC; INSPEC*DONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMDINC.3 3. INSULATION 4. FINAL - CONSTRUCTION MUST RE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY ‘.71TH ALL CODES OF , NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF . S01.7., Sown,..,LL, ../ mv,,11111- 'MD /.. SOYIHDW TOWN TRUSTEES N.Y.S.DEC r.,CUPANCY OR USE IS UNLAWFUL V WITHOUT CERTIFICATE . OF OCCUPANCY V 1 . , , . . PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTITTiCATIF OF OCCUPANCY MER V I. KR AMER . a r c h 1 t e c t . . sf,:- ,i, --•7- . OIN WATER' --EitftANNOT LE ,„:.....,_. :. :_. ;., OF 1%LEAD. , . 213 E. FRONT STREET ;;‘' .:....wL,NIV0EDREI: POST OFFICE BOX 683 GREENPORT, NY 11944 , , 6 3 1 - 4 7 7 - 8 7 3 6 mkarchltect . com TEE ,F.,.T„.H.-_E.- RUNOFF , . . . . , . . . . o . Bailey Residence 129 Inlet Lane, , Greenport, 11944,NY AN'T: WASTE -TO . , . - i-L --- - , ' A r _,D II . L ,,....,_, , . . „ ,, E • . , ,., •, . .. . , , r=22 17:= . .' 1 ,. . . f q. f ' = • 1\\\ n , ' .' 'A.i1tik,Li. ' ="r1 . , ,,. ,.- . gi4.4.4., . .. 1, --, g-fiporroppermori -,. ,14.4,,, ,Adow Cover Sheet Scale:As Noted , . Ail Drawings Printed on 11x17 , 129 INLET LANE GREENP0RT N vy , . Paper Scale Is 50%Scale Above . . A-000 0 2014 Meryl Kramer Architect Alt RIO%Reserveid , , t F S� 8116�'+!' SYSTEMTOMRE13 -" GENERAL NOTES 4 razSC.DHS RECa 11RP1"LENTSs , I. DRAWINGS ARE NOT TO BE SCALED;DIMENSIONS TO 601/ERN.PROJECT 8•ALL MAW INSTRUCTIONS SHALL BE FOLLOWED COMPLETELY. SEE RAH FOR'REPUTED LOCATION(PER MEW OF / COORDINATOR SHALL BE NOTIFIED OF ANY DISCREPANCIES. q.REMOVE ALL DEBRIS AT END OF EACH WORK DAY IN ORDER TO ASSURE yn EXISTING SYSTEM 2. SPECIAL CARE SHALL BE TAKEN TO ASSURE MINI! 1M DISRUPTION OF ALL A CLEAN AND NELL KEPT ENVIRONMENT. '- OCCt ED PREMISES,EXISTING II,PROVEMENTS AND UTILITIES. 10.PLUMBING AND ELECTRICAL CONTRACTORS ARE RESPONSIBLE FOR 0 Tit PROPOSED METHOD OF FOR EXISTING TO / 3. GENERAL CONTRACTOR SHALL PROTECT THE SAFETY OF THE GENERAL PUBLIC SIGN-OFF FROM BUILDING DEPARTMENT UPON COMPLETION OF JOB. BE REMOVED COMPONENTS OF SANITARY FACILITIES I5 PUMP, BY ERECTING ALL REQUIRED BARRICADES TO PERMIT SAFE PASSAGE DURING II.All WORK SHALL BE GUARANTEED FOR A PERIOD OF OF ONE YEAR i g ,1 REMOVE AND COMPACT FILL AS REQUIRED FOR HEM / �/y CONSTRUCTION. UNLESS OTHERWISE NOTED.ALL CONTRACTORS SHALL SUBMIT THIS I FOOTINGS AND FOUNDATIONS. 4. NO MATERIAL SUBSTITUTION SHALL BE NWDE WITHOUT FIRST INFORMING THE GUARANTEE IN WRITING WITH REQUEST FOR FINAL PAYMENT. .4ANHANSET AVENUE / ENGINEER.SUBMIT SUBSTITUTE MATERIAL SPECS AND SAMT'I E5 FOR APRVL,IN 12.ALL MATERIALS USED SHALL BE OF FIRE REIARDENT QUALITY. WRITING TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. 13.GAS,ELECTRIC,SEVER,FOYER,WATER AND OTHER SERVICE / 4�SA'cb 5. ALL MATERIALS ARE TO BE NEM A5 SPECIFIED PER CONGTRUCTION DOCUMENTS. CONNECTIONS SHALL BE DISCONNECTED,REMOVED OR SEALED IN q ! ANY USED FIXTURES OR USED MATERIALS ARE NOT ACCEPTABLE EXCEPT AS CONFORMITY NTH THE APPLICABLE REGULATIONS OF TI4E MI6 UTILIW LAND N/F OF / NOTED. OR THE MUHIGIPAL AGENCY HAVING JURISDICTION DURING DEMO PHASE. i g NO OF PR WIEHIN 150 FEET VERNI FAMILY LLG � b. GENERAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WC>F21C 0'F ALL 14.FOLLOW APPLICABLE STANDARDS IN DOCUMENTS AND FUMIGATIONS OF EROSION CONTROL MEASURE. i,- (DWELLIN65 Hf PUSLIC WTR) . PROPERTY LINE b OTHER CONTRACTORS,AND BUILDING MANAGEMENT. THE FOLLOWING ASSOCIATIONS AND AGENCIES. NATIONAL FIRE INSTALL INLET PROTECTION PER DETAIL, 1 ALL MATERIALS WILL SE INSPECTED AND ALL DEFECTS AND IRREGILARI�l4 TIES IN PROTECT1O4 ASSOCIATION(NEPA),UNDERMRITERS LABORATORIES,INC.NU, EX.ASPHALT DRVWY TO BE MATERIALS AND COLOR MATCHES OR OTHER SPECIAL SITUATiONS WHICH NATIONAL Fl FE,TRRCAL MANUFACTURES ASSOCIATION NEM,AMERICAN F , (TYPICAL OF 4) SEE DWG No.2 © REMOVED AND REPLACED NATIONAL STANDARDS INSTITUTE(ANSI). REQUIRE ADDITIONAL CONSIDERATION SHALL BE BROUGHT TO THE ATTENTION OF In W/PERVIOUS GRAVEL PROPOSED STORM DRAWAGE SYS.No.1 114E PROJECT COORDINATOR FOR APPROVAL PRIOR TO INSTALLATION. 14.ALL AREAS LOCATED SEAWARD OF THE TIDAL WETLANDS BOUNDARY '• PROPOSED STRIA DRAINAGE SYSTEM Not � DRIVEWAY,SEE DRYWY .(DEDICATED TO ROOF RUNOFF) ,. SHALL NOT BE MOWED OR OTHERWISE DISTURBED. APPROVAL AICA: SECTION (THIS DWG) 4 - 8.5L6x4.5'Wx3AbP EXISTING s% TIDAL WETLANDS BOUNDARY A5 I g (DEDICATED TO TRIBUTARY I RUNOFF) sr USE. UNDERGRND ELEC.SERV STORM MR LEACHING GALLEYS OUTDOOR SHOWER r I - MEARIN 100 RES,TRENCH AND DRIVEWAY MAIN, „ (INTMRGONNECT AS SHOWN) ANo NYS AAU.S..6,2013. EN-CONSULTANTS 4" WIDE FIBERGLASS REINF.x 16'L6 AND REQUIRES ENT)PIPE S87°05'00"E / PROPOSED FENCE PSTONEPPOSED I ;sE-io FND MON. 431.40' FITTINGS(CONNECT TO GALLEYS AS SHOWN) EL 5.I1110 1 i 8 -85L6X45'WxISbP STORM MR LEACHING GALLEYS, url, c� �� _ ir.m _ ,;, -------.- „*.F. ,,L _ n to INTERCONNECT AS SHOWN P,. a OPEN DOVER rOc. LOW PT - �g Qpp UMIT OF NON-TURF 10'BUFFER, +++ °��.5 "W Ac 142.52' d c6 N (6 SOLID COVERS AND 2 OPEN COVER) VARIES FROM EL 5.4'-556' I,.t;•LG' ge LGr•---_. � , �••ED . TO BE ACTIVELY REIEGETAT) 52 + . ,1111• S$2 94' © ft, N -- �� Cu' -1----� ; . ` 43• KITH NATIVE VEGETATION + + 35• W I '` yI T� i PROP. I STY AP 1[ �'' ' 24.4' PROP.PATIO BELOW ++ q' sII� b EROSION CONTROL MEASURES +I ° STABILIZE GONSTRUGTION ENTRANCE E'ER ;:,:ii.:: - L6+--Le4___- PROP.CVRD PORCH (PERVIOUS PAYERS) + + + ' VI DETAIL,SEE DWG Not 5D L611 " I ;, 1 i EXISTING 42'x20.3' (186:16 S.F.)/ + `+ �6 of d GARDNER S y I -� --"9+11,,-7.-'2'''-1(5.4'Wx19.1 L6) dSTL=PS 2nd FL. '* ''' �' +./IlE 1 p el, ,to ...1 t E'•'+ L__i:J .„e, __Le7,� (q:1'Wx65'DP) R.:'' RECONSTRUCT HP .4%, 4 BAY III■�I illbilfi STOOP 3.1 xq;r5 e f + �`� 04. G ULL P OND _TEST 5 2 z ; -O y lit:h. 24.4' 'X•' 6.1'x4:i5'STEPS BL + /wI now L rilt.� 3q' ';..{ • -1,ilj ' 480' .! pAno� / + + INLET z( PROPOSED I' WATER LINE TO BE INSTALLED , Thi 5 •''"" '-'�• • "'.� '! ! St Stgpl, + + i p . Lcic yT a /='•,TK•• 1..a.' 1j LOT r MSR *�• L x •SOF D(.SAN YS--� •, � -` ` � • t ftvq'(EXIST.S.T� AIL ��14 tP LAND N/F OF NC: EXISTING CONNECTIONI a 1000.43-5 20 (DYVELL YJ/ •z `'k'4! O - b EX 157. ::::;;;•,;1.kiri' . /�i1� v` THE TOWIN OF SOUTHOLD POINT TO REMAIN MAlN `1' 414. p �; -- "1Y(PR°P* 5T) ls��-- CPUBLICWATER) / ,� IOe 1St FL. ��� ' ,� a T 17,805 S.F.or OAT ACRES ••EX-KM- o 'MIN r 5T L `�::r' S 41x'(EX.Houma , ' i .T RtT•1AIH 0 •�`I=1NI5H STONE: t EX.Km SERV. LP ,r' ,EXIST•? L.,;".) .S7 ,�`' NO WELLS WITHIN 150 FEETI `•-6 ,5 •,s15" {PROP � '{ ,�•:'�••• :,;:��..•. .•,i:;:••;>`;•`:, �• � �.• ;`:•:?•;: t I TO ABMDOFED © �` \ v 1llbstile q 74011,0 r ,A.-• �i�,r rzt .rr wri,r {r•P► .cA<s� S .r,,..• OF PROPERTY LINE \4417 b' qLi�' Ito,MIN " ROOF I': - t Y'L) + /140_404,011/14 'St' ' ��it�'' r �i ��K' DECK ;:•0 5 + + q �il►t 4.4.41, • .. f . f f• f'-{.I.- •t. $'N 1 �_ 9.0 / �Wc N 4��r'�►Y rf � to�T �=f �►`�t �` 49•&•,. ' �� 1►` it .•(•,0\N\ ` � J + + ti t O 11 - 1 ♦ ��/ Y PROPOSED ALTERNATE SEWAGE DISPOSAL 8 d��r r LP 6 PROP. 2nd FL. i�' \ ..11..0. . , V1 EL+a� + SO2°27'20"W / �j �j► AA i►� I. ��• a 1►*i�SF �w' b7. � .. !' r .(� a1 ��t\`������ ; A�}��;/*��jy�f�,�,I•i1•+� �A� �► /� I `�' �' � E 8 7 ... .._�S ADDITION + + 1E-3x.18 .`C! A.. cONPIT10N5(3 BEDROOM)1 Yol I 0Y i ? g ill ..,_.,E + + O • 10'� x 2.61 EFF DEPTH SEPTIC TAN d, 1 \ c$r 4`Y viol, 5.A,L 333• 44 El LOT 1 '� +++` AL. EX/5 c;v PAVEI-ENT SEGr1oN • 1 L 6.4 (`� , rr1�4 611Av k:l Pu)AVWAY m I - 8 m x 3D' DP DISTR.LEACHING P•+► a b 1000.43-5-6 MINIMJM THICKNESS) + = GompAGTED WEARING 2' to 4 alo: - 8'� x 2.0'DP LEACHING P00 • <?1 j� � '�' �'" 4 �- +T I 2 a - ''''''CANAL , '��' COURSE-V FINISH STONE 0 50% EXPANSION SHOWN,MAINT• ' 5% o *-i *` . _ __ r� /" , - -- �- igi EL 42 + +++ `� (PER CLIENT) = 0 = ,5ThI1 / + /r•y r.y g - E.,..:,..:16_1__ 6 , + + �titc N ' (Ex15TIN6 BANK RI TI QR 6' 19$ 1 OTHER suITAeLE MATERIAL) IN,, CONSTRUCTION REQUIREMENTS) ''�,,_ - EL 5.1 + + MON • EL 6.2 1 w Im� rr B FINE GRADE MOIL BASE TRIBUTARY I t N87°05'00"W FND MON. 447.97' _ _` O RS 1/40 REMAINDER OF CURB GUT TO BE REMOVED TL, AREA = 6,122 SQ,FT 1 NE-I04 I EXISTING 8x12 BE PROPOSED ' E V w m )- g ,..c) I < EROSION CONTROL MI=ASURE. EXISTING I AND 2 STY FR DI LLIN6 ` RSI-EDELOCATEDAS yH01114 -d- V c �i r1 INSTALL SILT FENCE IN LOCATIONS To LIFE A rsi I x PYgNe AND PER DETAIL,SEE DWG No.2 EX. F.FL.EL. = 8.4',EX. ROOF EL. = 333' (AREA. 4b SOFT.) www•dignetnyclR.com NOT TO SCALE o PRS'.FFL.EL. = 10.4' of��UJ Y0 CITY or O SITEDI (EX. 3 BEDROOM TO REMAIN,)) LAND NYE OF n www.cail811.com "� to �,� 1 + +�� JOHN AND LUGY RAGANELLI NO � i LONG(SI.A • I C� JNH-RAG ASSOCIATES (for oth8r states} ■,,,,.,r (DHELLINGS Wu PUBLIC WTR) I.ALL AREAS LOCATED SEAWARD OF nE TIDAL WETLANDS BOUNDARY SHALL NOT 800-272-44801 811 C7 C3 SITE BE MOWED OR 07HERWISE DISTURBED, 1•� G C Co 20 0 20 40 60 e0 ^- Rao 14 '� 2.SEE DWG No.2 FOR DETAILS AND NOTES. v "'� PLAN:, �� GRAPHIC SCALE I 20-0PROPERTY SITUATE AT. -- By law,excavators and contractors working in the For safety reasons, homeowners are strongly 124 INLET LANE GREENPORT, NY I five boroughs of New York City and Nassau and encouraged to call as well when planning any TOWN OF SOUTHOLD SI'Z'E INFORMATION STORM DRAINAGE CALLS• t Suffolk Counties on Long Island must contact type of digging on their property.HomecAvners SUFFOLK COUNTY, NEW YORK •• TEST HOLE DigNet 1-800-272-4480 or 811,at least 48 hours can contact us directlyet 1-800-272-4480 or by c„�GTM NO..E t Jr✓ �✓ 1000-43--5-6 AND 1000-43-5-20 VOLUME = AREA x RAINFALL x COEFFICIENT but no more than 10 working days(excluding calling 811,the national call before you dig Usr RESIDENTIAL TEST HOLE RESULTS ACQUIRED FROM weekends and legal holidays)prior to beginning number. For excavation work completed on NY51-EG Ab,I6.Cent' A Ctt�iVE-ea RAINFALL = 2"/HR. = 0.167' FEMA FLOOD ZONE. AE (EL 8), VE (EL �) � GOEFFIGIENTS. �� BY KENNETH M WOYGHUK any mechanized digging or excavation work to personal property,it is the contractors LOT AREAi 1-,c 78.74 S.F. LOT AREA. 17,478.74 5.F. GROUNDWATER ENCOUNTER AT ensure underground lines are marked. responsibility-NOT the homeowner's-to contact ITF DATA# AREA OF 51'CE. WETLANDS (-) 1 58.74 S.F. (10.3515) WETLANDS (-) 1,858.74 S.F. 00.3%) PERVIOUS DRIVEWAY ¢ ISO ROOF = ISO 3b' BELOW GRADE Excavators and contractors can also submit locate requests online,through m c.If you do not DlgNet.Having utility lines marked prior to EXISTIN61, 17,g78.7q 5.1=. (0.413 AO) N.G.PROIED, ENGINEER ' digging Is free of charge. UPLAND LOT AREA, 16,120 S.F. (84.7515) UPLAND LOT AREA. 16,120 S.F. (8q.7;i'i) 1 LANDSCAPE AREAS = 0,20 currently use ITiC,please call 1-800-524-7603 ELEV.52' • GMLVL = OA' for more information. SITE PLAN BASED ON ORIGINAL SURVEY BY. 11T1i LOT C:OEExtt :_ NORM DRAINAGE SYSTEM No.l PR KENNETH M WOYGHUK LAND SURVEYING, PLLG DWELLING hi/PORCHES t SHOWER: 2,230 S.F. EXISTII�9 LOT GDVERAGE1 (DEDICATED TO ROOF RUNOFF) SANDY LOAM P.O. BOX 153 PORTION OF SHED. 57 S.F. DWELLING Psi/PORCHES d SHOWERS 2,230 S.F. BUILDING FOOTPRINT = 2,130 SOFT. ELEV.42' d� 6R}D LVL - -IA' AQUEBOGUE, NY II431 c 2,130 X 0.161 = 355.11 GU.FT. TEL. 631-218-1586 t PORTION OF SHED. 57 S.F. VOLUME REQUIRED = 355.11 CU.FT. m BROWN EROSION , 2,287 S.F. (14.2515) ASPHALT DRIVEWAY. 1,400 S.F. DATE. 08-27-2013 REVISED II-02-13 t (4) 435'11 X 8.5'L6 X 3' PP LEACHING GNP MR 0 LOAMY SAND SILT FENCE x w w x w w w SCALE. I" a 40'-O" id►..t.-I r. ! • : 0A ;:-.46.. - 3,681 S.F. (22.8%) GALLEYS EL. 1.4' DATUM. NAVD 1488 FRONT PORCH 4 REAR STOOP VOLUME PROVIDED = 384 CUFT. 61411)LVL = -3.8' 14/STEPS TO BE REMOVED. -140 S.F. • AREA TO BE PROTECTED. APPLICANT/OWNER. RELOG'D SHED LOCATION. +3q S.F. PC LOT , STOIRM_DRAINAGE8YSTEM No.2_ WATER ROBERT J. AND HEIDI E. BAILEY JEFFREY T. BUTLER,P•E. FRONT STOOPS ADDITION. +151 S.F. EXIST. DRVWY TO BE REMOVED. -1,400 S.F. , (DEDICATED TO RUNOFF WITHIN TRIBUTARY I) IN BOG SEE ASSOCIATED GALL-MT REAR STOOP. +31 S.F. FRONT PORCH d REAR STOOP t PERVIOUS DRIVEWAY = 1,331 SQ.FT. FOR PROTECTION METHOD Lar„. Z* ," .i, 0.( . +••,, :. _III I 2,368 S.F. (14.7515) 1^1/STEPS TO BE REMOVED, -140 S.F. LANDSCAPE AREA = 4,183 SQ.FT. PROPOSED SHED LOCATION. +31 S.F. TOTAL AREA = 6,122 SQ.FT. (MATERIAL TO BE ACQUIRED FROM AN APPROVED UPLAND SITE) -) , PROPOSED FRONT STOOP $ STEPS. +158 S.F. ELEI/.-1.4' ERND LVL = 1.I' a I.FILL(TO BE OF COMPATIBLE GRAIN SIZE AND/OR SOIL TYPE). PROPOSED FRONT ADDITION. +38 S.F. 1,331 S.F. (DRVWY) x 0.161 x ID = 223.6 GU.FT. HATER ,/ REQUIRED FOR REMOVAL OF EXISTING SANITARY SYSTEM • 42 v PROPOSED REAR PATIOS +187 S.F. 4,153 S.F. (LNDSGP) x 0.161 x 0.20 = 158.15 GU,FT. MED,WO I SANITARY SEWER-[ e•s 155 TL FILL REQUIRED. *61 CU,YYG, _ 9 PROPOSED REAR STOOP d STEPS. +81 S.F. 223.6 GU.FT. + 158.15 GU.FT. = 38235 GU.FT. 2.650 S.F. (16■4 ) VOLUME REQUIRED = 38235 GUFT. WATER SERVICE N 2. TOP SOIL Z 0 ,1,L in (8) 4.t5'W X 8S'L6 X 1.5' DP LEACHING. GALLEYS EXISTING Uypg�yp UTILITY LINE u6 us, REQUIRED FOR PROPOSED ELEVATION IN GRADE I. *6O CU.YDS, �-N C) ., Q VOLUME PROVIDED = 384 CUFT. I STY FR DWELLING CZ Q z TOTAL FILL MATERIAL TRUCKED IN = X107 GU.YDS, ELEV.-4.q' GM LYL = -LOLL' STORM DRAIN 5D so • • T4 Ll�i� W O Z X SEPT.5,2013 1�40P11 ? __ EDGE OF WETLANDS - ` E-- ''..r-.1'�E-- Z Q, O Z ( BEDROOM) .-• _.11••• •,." F2 W 6 14 FLOW ARROW r^-•�'•• r ., - ., F ,,, . (� 11) Q, 1000Z _ ,-----, 1 ID fn IIL6 ___0]lc 1DISTANCE FROM DISTANCE FROM FIRST FL .4' LEAGi�IN6 GALLEY ._. i•-� d' WETLANDS WETLANDSlw{' O cs. FE h (MINIMUM) bCO LEACHING POOL wI OPEN GRATE I o`, �� O[^�1k+nL.Fu V,, - LEACHING POOL w/SOLID COVER ( s . t JNPROPOSED , , , .. ^ x - '" C4 iQ # 0MAINTAIN 5% MAX.SLOPE �, GJ.COVERTA.SLAB C�' I - Vr 1 PROPOSED CONTOUR -- ..-^ c,eeh.„ r �? 2 TFROM EDGE OF '�' -87 ELi.BI FIN.GRD 6 El..4A `-C�--' ,., 5 NFINAL.GRADE ® SANITARY SYSTEM OUT 20' R v ♦,f .v �` `t `� '�M� O �`4'y*0 ♦ M EXISTING CONTOUR a- L`"°rte;,' '20' METER IN EACH DIRECTION G.I.COYER r1Y . -� i f 0 ►� s �' 1 iN i i SI C. �I�l � - _ x 6.0 w ; PERI w . ^ 04 ► 11 �ll.'%' 1 �. ..�. i►��.�. ► �i�•��hi4�1 _ ex15T1N6 e�RADE ;''' " '; ASI.,.....smeux,Atiem U- = b.83 - a / t 'ter Pte!` . SriqEL.,5b3 IMiN? B- OS•-7.07 .. '��j� � 4" DIA I'VG PIPE 1 I� 1 . . 0 .. V \�.`G► at�� FLOW LINE .r. I '�i ' - 1 PROP DI�WES 4.'•') 19 l ^ nn+ P'v' ' �iAY +•nrhPnM` 1 O .. 1601X - s'y �� '` O, •,d 'rel ik, h, 40, _ S'� 1 � r ,� � . , IE.=6.131' � I hI�O�,1/�c ~ JAI, D� Il::7A8 Z. tp� r.C'rhe. 1, f\ t.. . a 'l 8,0.5 - 6.4 -- - . ' \- 1 t HOLE i � fi,� � l��7� `` IE. 6.37 + 4.. 4. -- -- TEST ,.. . in • , " 4" DIA INC PIPE EXIST GRD "" c < EX. GRD • L S.O.S. - 5.4 �? FLOW LEVEL 10.0 PITCHED ar J'a /L.F. _ s, .1 t".l■. s e _7 y cc,e.rM water l ' n, 4 IE,=6.01 10 0'PITCHED 0 Y /LP, = 0 EL, S.c FINISHED FLOOR ELEVATION Q 0 EL. 5.4' ' bt'• �-' D.L.P. (I OF I) N 125" = 0.10'MIN SLOPE 10'DIA SEPTIC TANK ' " -.� z v,r< �" "` L.P. (I OF 41r 2.5 = 021'MIN SLOPE U i � 1 ,.. SANITARY SEPTIC TANK , o 3' COLLAR OF •T_____. -- °�' _ 1 IM Z I GLEAN SAND z' 60T OF POOL = 3.4' - • ' • BOT OF POOL = 3,4' USGS DATA J E1 L No. 516783.2 BA.TANK - EL.3.4 ,o , . • . , HIGHEST RECORDED GROUI`DWATER = 156' 8'-0" N SANITARY LEACHING POOL 'o�� AND GRAVEL N 6'-0•. j , .. '• . I GROUND WATER EL. 1.4 (TEST HOLE) I , _.. . �_ai�..... -��.�-.i... �.i� ....116.-....-....-....i1.-....-...--..- -Au.--016.-..--.4.-....d.---.A..._r._-m►.- .•� _ A �.i.. �..�.�_��i .►i_.�.� -...........-.6.-.......-A.......... \ r' " r 1 A V Yom. ■ • ../ A,sF,a.nc•a,int :. - SANITARY EXPANSION POOL -_,-- SYSTEM . ' "-"'",'N.1) 4 Y .. .t l..,,A d.. " ..--- -`\.. ,,,,,.„,,,,;,,,.4: (50% FUTURE EXPANSION) i ``-r ' „ • {,,,i. f '' ';`, , , i' ., ,S----. .-^... t. r tiw• • + PROPOSED SEPTIC. P T DETAIL TBR TO BE REMOVED oG !oN , •.. , , . .. NOT TO SCALE NOT TO SCALE - of 2 • pI Figure 5A.12 / Filter Fabric Drop Inlet Protection SQL NOW 70'MIN. g X -1 cu LOCKING GASTiN6 �, EXTRA SSRI GTH FLIER FAf IG Zo 01 TO STZATX '' • REQt.WITHOUT HIRE MESH SUPPORT POST(TYP) STONE PAVEMENT EXISTING FINISHED GRADE 0i • SYMBOL 2' PAVEhENT EXISTING , r / .,- !J ///I I!/. Enti,� VIM mot a 10 MAX.OL.SPACING D �� 6 SLAB .��,.� s`/ CHIMNEY 1 .���.�*.. ,� el W/WIRE SI,PPORT FENCE ""';00,,,,,,••••••��1 �I'v • V V �I V V����"V �I 'V r�1f I, • V t r LS' MAX• a■. �� -..... (TAKE �•M �/�I; N. I � - e a `•0 ,R 01010.1.1.11.11.1.°0411.1111111. 110.1101111 Ii" %��/ ■ I� MOUNTABLE BERM _� --r.-4 z- '�: imps, FABRIC ie ;:. �' /Ilrl� i jai ��� •; " 4:a.-17:7:r-f7 .. .a , FLIER CLOTH (OPT101W1) . _ i ..r■G: NM.' , ' ,4. 1/iIMjI I I j1 M� V1,0** ...-t,„, - 3' MIN. It NC.. -; ,i '�Illj� /�'� " ••' •• ..' �. :. K. INLET-6+ Li "'-FLOW BAFFLE c� _ -�('•�/*III���D� I/ILII all • . ' /-1.11-- ---.4 . � �� . I ■ ■ I �.•E'i' U U -1-L.:1-g_' ,,'° a/, ���vi %�1 � ZO'MIN. 1 FLOW LINE 4mcA5TIRONPIPE _ - IV•• • .-..--- I/Iij1 �. ; ', •. .. RI=G1'D PITCH = t a4' sn I/4 PER FT.MIN. CAST IRON PIPE I%111jI . . , • , WA5IRAC,K I a RE(�'D PITCH = ~ (OPTIONAL) v § I 1/6'PER FT.MIN. wD T DURIED FADItTC V ITH GATE `� -� ,� .�- ATTACH FILTER IG SECURELY - �� T..' I / \/'���;�./� TOUPSTREAM OF POST , _ - .. ` -•v• v. t• C] . _- 3„ • • • -.'fit ' + +G� -I • _ / -, -r .4:�- ,+'�-,• 11 ' •P'''V' \ v.-0-• i•_" ,,, ,'10'MIN.:' EXISTING " , ,!� ! 11 s `M\�_ r SIM I FENCE DETAIL 16RSOl'�'U �� d -..___ _ . A _ ' - ` v- • PAVEt1T -+ IIISILT NOTTOSCALE \, • .• •, ', •y • ', ' •• y . , • b , .- fi 9 6T CORNERS I 1111=-41 - .'� ! r.: .0-'y -_.,.'''• -, '•'- - -,• ,-v E 1 • J ! •'"' _ ,....,.....,_ ( 54T • lq•NGE SHALL BE PLACED PARALLEL TO , ' • CANS I CTION S ECIFICATIL]NS SLOPE CONTOURS TO MAXIMIZE POFVIN6 E°FIGIBJGY: • € LOA R INSPECT AND REPAIR SILT FENCE AFTER EACH STORM DRAINAGE TO SEDIMENT +`+ L F TER F �C S t� N AVE AN pF 40-05. BURLAP NAY EVENT AND REMOVE SEDIMENT 14 EN NECESSARY. y TRAPPING DEVICE SEE NOTE 6 PLAN ' - D uEstp t SI 1r TERN APPt-tgiffs. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA * IoW i D. SERVE F �Tib �p E{ JOINTS. IF THAT HILL NOT ALLOW Off-SITE TRANSPORT. . �---- JOINTS ARE NEEDED TMEY btt.l J VER4l�P EI�T THE iCXT STAKE. . SSTTpp �q��i L E gT I 3, MET WITF� AAAI NI &men,t i' 1.s• D VALENT. I.STONE SIZE-USE 2'STONE,OR RECYCLED CONCRETE Ec IAVALENI / �.- - ,•� 4. SPACE y�AICES EVENLY I APq�7 A 2.LENGTH-NOT LESS THAN 50 FT(EXCEPT ON A SINGLE RESIDENCE LOT MERE A 30 FT MIN L8J6TH WOULD APPLY) I MINIMUM A tCNChES DE , oUND GREAT R TCTN P f' E•AAt D � gA� � ,„. -x, 3.THIGK?ESS-NOT LESS THAN 6'(REPLACE STOW AS NECESSARY). �I WITH THE u5E OF WIR ISH BEHIND RC FILTER fFADRIC QIi SUPPORT• ;Y..;V•f ` 4.WIDTH- 14'MINIMUM BUT NOT LESS THAN THE FULL HIDTH AT POINTS WERE INGRESS OR EGRESS OCCURS. r !1. A N E E R D 36'MGH POLE(1'4AX,) . '�` ; ••j•1% `Cr 5.FLIER CLOTH-HILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING,OF STONE. • A I ILLEA IT SP�H L HE SAEUCUREELCYprFA E�r ED TO THE STAKES AND MANE, OR WOOD PbST 2 / , / /,( 61 TRENCH b.WAGE WATEit-ALL SURFACE WATER ROMIG OR DIVERTED TOWARD GONSTRUGTION ENTRANCES SHALL EE PIPED ACROSS THE ENTRANCE.(F PIPING(5 IMPRAC11 SLOPES HILL BE PERMII1E17. . 6. Ar 2' FA IODFER E eLIOv I Q .In CDAROUNDTHECREST " IoWn ` r // �` W/4.xCOMPACTED 7. AINTEHA -TIE ENTRANCE SHALL A MOIMTABLE BERM WITH SBE M NED IN A COI1 ITIOHHItCHHILL PREVENT TRACKING CR FL0I•IN6 OF SEDIMENT ONTO PUBLIC / \. . ? •,,- BACKFILL WGHT5-OF-WAY.ALL SEDIMENT SPILLED,DROPPED,HASHED,OR TRAGI D ONTO PUBLIC RIGHTS-OF-HAY MST BE REMOVED IMMEDIATELY. /AXINUN DRAINAGE AREA 1 ACRE ��#. ` 8.WHEN WASHING I5 REQUIRED,IT SHALL BE DONE IN AN AREA 5TAL91LIZED WITH STONE ANtD DRAMS INTO AN APPROVED SE37'IM NT TRAPPING DEVICE. / ,ADAPTED PROM =TAILS PROVIDED DY• USDA - NRCS" FILTER FABRICik:„.5,,..TEIEL q.PERIODIC INSPECTION AND MAIHTENAJJGE SHALL BE PROVIDED AFTEIR EACH RAINNEV YORK STATE DEPARTMENT OF TRANSPORTATION, 0-D NEN YORK STATE pEPpRTNENT OF ENVIRONMENTAL CONSERYATD]if, DROP INLET1,41;40‘.',I. INSTALLATION WITH TREGH rix 5:1??...13.1.110ZED /�� C� T + �- NEV itOR1C STATE ion. a NATER cONSErtVATtI?�L CINiF1ITTEE PROTECTION / �'‘�� SCALE. NTS VO ✓ �G 1 IO L..� GE f/ x \��%• , �\ 3/4'MN. NOT TO SCALE I ` `OSA. ,Y�- 1 x 1 Y / ' � \II I v ,,G J TAL / S4JTTH NTT TI .. .■"1-6,14- ‘464416144P 46•6, \ MN1IMuM REQUIRED SEPTIC,TAWGAPAGmES FOR A � ... 3 BEDROOM HOUSE 15'1000 GALLONS. ORMWSEPARAATER ON ISTANCE LEAGHiNGRSTRUGTURES AND GUIREMENTS FOR j ,• m • ``' \ PROPOSED 513'TIC TANK / ; m piPINe HORINTASEDPATRATIOI2N DISTrAN1GES FOR STORM 1,335 GAL)MEETS AND E)cGEED511fE REQUIREMENTS i (10'.xUTMNEFFDPb500GAL/VERTFT= / OF A 3 BEDROOM SYSTEM PER 5GDI1T. / t-• DRAINAGE LEACHING POOLS; YciNetri.4 N PROPERTY LINE a 5'MINIMUM • BUILDINGS WITH CELLAR = 10'MINIMUM of NM Y01 CI1Y �, / r; BUILDINGS ON SLAB • 5'MINIMUM016 11ANP •.,..,, �„-„ „•,..". ( (() HATER SERVICE LINE/LATERALS/MAINS a 10'MINIMUM 6311 '"� 0 " UNDERGROUND UTILITIES a 5 MINIMUM 1E300-212-4480I U)( j ,,� i I • SANITARY SEPTIC TANK: 20 MINIMUM Waal m SANITARY LEACHING POOL =20'MINIMUM -• ¢ PUF1P STATION = 20'MINIMUM www.dlgnetnycll.com 1 r°"' ,� GAL MANHOLE = 20' MINIMUM or SCALE, NOT TO SCALE Email X z PRIVATE HELLS a 50'MINIMUM RETAINING HALLS = 10'MINIMAM Www.Ca11811.Com(for other states) SEPTIC TANK CONSTRUCTION CRITERIA. , E f 0 FUEL STORAGE TANKS(BELOW GROUND) =20' I.THE OUTLET INVERT SHALL BE SIX INCHES BELOW THE INLET INVERT. THE INVERT MUST BE A MINIMUM OF 2b7'ABOVE THE TANK BOTTOM, PC) In MINIMUM By law,excavators and contractors working in the 2,THERE SHALL BE A MINIMUM ONE FOOT AIR SPACE MEASURED FROM THE OUTLET INVERT TO THE BOTTOM OF THE TANK COVER, 6 Z MEI boroughs of New York City and Nassau and 3.THERE SHALL BE ONE 20-INCH DIAMETER COVERED OPENING LOCATED OVER THE EI ANDA SECOND OPENING PROVIDED OVER THE CUTLET THE HORIZONTAL SEPARATION DISTANCES FOR STORM Suffolk Counties on Long Island must contact OUTLET OPENING SHALL BE EQUIPPED WITH A 20-INCH DIAMETER WATERTIGHT AND INSECT-PROOF LOCKING CAST IRON COVER AT FINAL GRADE, E...,•1 Qcl - PRAINAGE NON-LEACHING STRUCTURES; DigNet,1-800-272-4480 or 811,at least 48 hours 4.NOT USED WATER SERVICE LINES/LATERALS/MAINS : 5'MINIMUM but no more than 10 working days(excluding 5.COiJCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 LBS PER SAUARE INCH(P5I)AT 28 DAYS SET. I 0 UNDERGROUND UTILITIES a 5'MINIMUM weekends and legal holidays)prior to beginning 6,HALL THICKNESS SHALL BE A MINIMUM OF THREE INCHES UNLESS THE DESIGN HAS BEEN CERTIFIED BY A NY.LICENSED PROFESSIONAL ENGINEER AS l (N VERTICAL SEPARATION DISTANCES FOR STORM any mechanized digging or excavation work to COMPLYING WITH ALL APPROPRIATE REQUIREMB'TS FOR THIN-WALL CONSTRUCTION. ALL WALLS,BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST • DRAINAGE LINES ensure underground lines are marked. AN APPLIED FORCE OF 300 LBS PER SOIUARE FOOT(PGF). REINFORCEMENT MUST COMPLY WITH A.S.T.M•A-6I5,A-185 SPECIFICATIONS. m HATER SERVICE LINES : IS" MINIMUM Excavators and contractors can also submit 7.ALL JOINTS SHALL BE SEALED 505 THAT THE TANK 15 HATERTI6HT MD CERTIFIED AS TO HATERT1GHTNESS AFTER INSPECTION! TANKS THAT ARE SANITARY HASTE LINES= I8"!MINIMUM locate requests online,through lTIC. K you do not CASTING,IN PLACE MUST BE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER AND,AS A MINIMUM,HAVE THE FLOOR AND HALLS MONOLITHICALLY „ currently use ITIC,please call 1-800-524-7603 for more information. q,UNLESS b.NOT APPLICABLE OTHERWISE STATED,TANKS SHALL 56 DESIGNED BASED UPON 10 NYGRR,APPENDIX 15-A. i For safetyreasons,homeowners are strongly10.ALL COVERS,WHEN NOT REQUIRED TO BE BROUGHT TO GRADE,SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL).COVERS OVER 3'DIA.ARE NOT PERMITTED encouraged to call as well when planning any type of digging on their property.Homeowners ENGINEER. can contact us directly at 1-800-272-4480 or by calling 811,the national call before you dig I / \ s number. For excavation work completed on personal property, it Is the contractor's responsibility-NOT the homeowner's-to contact DigNet Having utility Tines marked prior to -'- digging is free of charge. 1 ' L ,.i (� \L� K- l' i tt• lir -" C"- I8"? PIPE 3 . ' \ � . KNOCKOUT i SOLID CONCRETE COVERS \' I ` / E3ETT+EEN 6" AND 12" BELOW GRADE •,,,, ,i ri (`I t TALL LEACHING POOLS) JEFFREY T. BUTLER,P.E. FINAL. GRADE SEPARATION DISTANCE REQ'MTS ` ___�_ ENP VIEW - ENI WALL FOR SANITARY SEPTIC TANKS: 1 iwuw 61 TT-1K SLAB / \ I \ I \ I \ l ...... ..........\...1....1..t........1.......... MIN HORIZONTAL SEPARATION DISTANCES. �f` DLP LP '"' l7Yt') Q NOTES: A. BUILDING W/CELLAR = IO'-O" 3' MIN. `" �m3'emmi AV MIN, 4" 'Mai- "11-101' 2.MBARI. CONCRETE 4A00 PSI 0 28 DAYS B. BUILDING ON SLAB : 5'-O" ® ® ci t 1. 1 _ r3 t ® V q i BAR TO BE ASTM A-615 TRADE 60 G. WATER LINES a 10'-0" ® rte- . - ® MI IM r r ® M1 ® - Q 3. WELDED WIRE FABRIC ASTM A-185 D. SURFACE WATER(WETLANDS) = T5'-O" Ea ® 1=1 r t) ® to - m mi =,• I }- Z }- 6' 4.DESIGNED FOR AASHTO HS-20 LOADING F. PUBLIC WIMI n WELL a 200'-0" MI 11 1 ® 7 n MI ® Z 0 W co 5.TOP SLAB AND WALL ARE MONOLITHIC 6. PRIVATE WELL = 100'-0" -t- DISTRIBUTION LP(I OF I) .... ' LP(I4) h,�N Q TOP VIEW 2 MIN ABOVE HIGHEST L $-O DIA. BA-0" PIA LX Q Z 1 H. RET. HALL (Y+(TRPROOF) = 10'-D" � Q � 1. • 16" DIA. PIPE KNOCKOUT N NSOO LRATT�AE3LE • " J. U/6 FUEL TANKS = 2D-0 EXPECTED G Rgap KIR RECESSED CONCRETE W O Z � t (EACH SIDS1-•-•21 O�• 5.�� COIR K. U/G UTILITIES = 5 O (PER SCABS®L3.2�i57 0 (L d Q Z Q 0 L. STORM DRAINS = 201-0" PER SGDI-!5 �+ Z Z I- --,•---11-81L--.-1 i M. CATCH BASINS : 5'-0" 6„ MIN. i (�- W � cr GG)LLAR MATERIAL j� W -- - -- -2"--w i _ r._.--. _-LSI _ (NDN-LEACHING) �+ d lh 74• _I---- \ -1 I f N. SAN. LP. : 8'-0" RATABLE SOIL '`� (PENETRATION) I d LAIL; Dc K~ D C 2 ` r P. PROP. LINES = 5'-0" Nt • I �-- 0. TA. SLOPE = 25'-0"® / \ / ® N ? C• R. BLUFF = 65'-0" UNDERLYING SAND AND GRAVEL STRATA }- •.• Q WO ® �`- /�� to I z.i i �.. J J Q I l I.COLLAR DEPTH 15 NOT REWIRED MEN RATABLE MATERIAL EXISTS FGR FULL DEPTH. wv•� - J Ih 2.COLLAR MATERIAL SHALL BE CLEAN GRAVEL OR BANK RR p < F- ., 10" • . LEACHING HOLE, TYP. ---2'-O" SES'. DISTANCE REO'MTS FOR (LEACHING POOL SYSTEM - QTY S) UJEn --I O` Q TYP SANITARY LEACH I NO STRUCTURES: j (y SIDE VIEW DUMMY CUP,TYP, SND VIEW - MINIMUM HORIZONTAL SEPARATION DISTANCES, TYPICAL CLUSTERED 1 ERED D15POSAL S i STEMCr 0 - ..... i LL INTERMEDIATE WALL A. BUILDING V1/CELLAR = 101-0" SCALE' N.T.S. C B. BUILDING ON SLAB - 10-0O LEACHING GALLEY DATA G. WATER LINES = 101-0-" "'-0 (� INTERNAL DRAIN WALL INTERNAL VOLUME APPROX.DRAIN OPENINGS WEIGHT D. SURFACE HATER(WETLANDS) = 100 < WALL HOT. AREA(SF) CF GAL. TOTAL SIZE ANGLE fib•) F. PUBLIC, WELL = 200'-0" r,... VA"A" 17 0 "" . ." 4 I• 4 1 6. PRIVATE WELL = 150'-O" Q kt H. RET. WALL (WTRPROFF) = I0'-0" I. USE ONE (I) 10'0 x 2,61'EFF.DEPTH REINFORCED PRECAST CONCRETE SEPTIC TANG(1 35 GAL CAPACITY), I. 1'4" 25.5 48 359 20 3/4"X 6" 14 DEG. 4,730 USE FOR STORM DRAINAGE SYSTEM NO2 J. U/6 FUEL TANKS = 20'-0' 2. USE ONE(I)8'0 x 3.0'HIGH PRECAST CONCRETE DISTRIBUTION LEACHING POOLS. -u ..14.0 : a K. U/G UTILITIES a'. 5'-O" 3.USE FOUR(4) $'4)X 2.0'HIGH PRECAST CONCRETE LEACHING POOLS, ' 4 • TA. 47 5 R0 59$1 ?h 3/4"X 6" t4 T WC7 5.905 L. STORM DRAINS = 20'-0" 4.USE 4'P APPROVED SEWER PIPE THROUGHOUT. FASE ' 3'-0" 51.0 96 718 34 3/4"X 6" 14 DEG, 6,485 USE FOR STORM DRAINAGE SYSTEM 140.1 M. CATCH BASINS,NON-LEACHING = 5'-0" 5,THE HASTE LINE FROM THE SEPTIC TANK SHOULD ENTER THE MIDDLE RING AS HIGH AS POSSIBLE. 3'-C, JY.7 I u + c r , N. SAN. L.P. = 8'-O" t7•USED FOUR CROSSOVER PIPES BETWEEN THE MIDDLE RING AND THE POUR OUTSIDE RINGS,6 INCHES ABOVE THE 4'-0" 68.0 128 957 48 3/4"X 6" 14 DEG. 7,675 P. PROP.LINES : 10'-0" BOLTON, 0. T.O. SLOPE = 25'-O" " R. BLUFF = 65'-0" 1.BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL, • i 2 8.SLABS SHALL BE BETWEEN 10" AND 14' BELOW GRADE. 2 STORM WATER LEACHING GALLEY DETAIL, S.SEPTIC TANK = 8'-O" q.SOLID CONCRETE COVER SHALL BE BETWEEN 6' AND 12' BELOW GRADE. } 10. BOTTOM OF POOL SHALL BE A MINIMUM OF 2 FEET ABOVE HIGH SEASONAL GROUNDWATER. SCALES N.T.S. 0 F 2 I ..4 , .,_ _ ... " ., . . .. A. _ . SIMPSON LSTA-20 GAGE Joint Description Nail Sizes Nail Spacing DRAWING ISSUE DATES RIDGE STRAP-ALL ROOF RAFTERS ROOF FRAMING Framing Nates; 2 x 6 TIE EACH RAFTER Rafter to Top Plate(Toe-nailed) 3-$d per rafter 1e Cont'a or b to rify all measurements in the Hold Bid set 02.10.2014 " RAFTERS pRryN and any discrepancies are to be brought to the attention 4441444441%, IN LIEU OF STRAP, r Ceiling Joist to Top Plate(Toe-nailed) 3-$d per joist of the Engineer prior to construction. Permit Set 04.08.2014 ` 0/41// 3"No.8 SCREWS 121 O.C. Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap Construction Set 00.00.0000 iCE SHIELD UNDERLAYMENT ` LIGHT WOOD-FRAME WALL Ceiling Joist Laps over Partitions(Face-nailed) 4.16d each lapWood Framing REQUIRED-24"FROM FACE OF WALL (�j, i Collar Tie to Rafter(Face-nalled) 2-8d per tie REVISION DATES I I!` Blockingto Rafter(Toe-nailed 2-$d each end 1.All lumber b to be Na 2 or better Douglas Fir Larch WASHER(TYP.) ) (N)with the following minimum specifications: V-CUT SHEAR BLOCKIN ` Rim Board to Rafter(End-nailed) 2.16d each end ► ! I I� Fb•825 psi WALL FRAMING Fv 95 psi �. of PLYWOOD I F r • Top Plate to Top Plate(Face-nailed) 2.16d o perp 626 psi SIMPSON H2.5 AI per foot E•1,600,0O0 psi HURRICANE CUP 6 16" GLASS Tap Plates at Intersections(Face-nailed) 4-16d joints-each side 0.0. 1314 x 16'LVL BOARD FOR SHEAR BLOCKING(BETWEEN JOISTS). Stud to Stud(Face-nailed) 2-i 6d 24"o.e. 2 Ali Laminated Veneer Lumber b t0 have the following FIELD TRIM TO MATCH JOIST DEPTH AT OUTER EDGE OF n Header to Header(Face-Waited) 16d 16"o.c.along edges minimum specifications: WALL OR LOCATE ON WALL TO MATCH JOiST DEPTH. V PLASTIC COATED PERMANENT WOOD Five 2,900 psi f�11 44444.41414 _SCREW ANCHORS • • Top or Bottom Plate to Stud(End-Waned) 2-16d per 2x4 stud Fc 290 psi per 2x6 stud Fc perp 650 psi le.-- -i Gl. E-2,000,000 pal ire-•li . z-16d ,_ . . . . 2-16d per 2x8 Stud 1100..., 103 103 1#3 tez`PLYWOOD 1,2 3.All Laminated Structural Lumber foto have the Bottom Plate to Floor Joist,Bandjolst,EndjoLst or Blocking 2-164per foot following minimum specifications: y MUM (Face-nailed) PROVIDE Sot COMMON t FRAMiE Fbe 2,800 psi �G\SIERREDARcy/NAILS X14*O.C.AT ' 'z' DETAIL - FLOOR FRAMING FcperP0�40psi �- ,`1'`` .k� ., '�` AEXTERIOR EDGE OF ALL �` 1111111111 tlf2_, Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per joist E-2,100,000 psi '� '"„ NW �F - Bridging to Joist(Tot-nailed) 2-8d each end v!} r M„ SHEATHING. ;, 4.All treated lumber b to be No 2 or better Southern It fig, Ill 111111EIMIIIIMMIIIIIIIIIMIIIIIIIIII WASHER(TYP.) Blocking to Joist(Toll-nailed) 2-Sd each endI r 73 + MAXIMUM ALLOWABLE V-CUTYellow Pine with the following minimum spectrbetbns: . ATE PLYWOOD '� PLYWOOD OPENINGS PROTECTION: Blocking to Sill or Top Plate(T0e-nailed) 3.7 6d each block THICKNESS DEPENDS ON WINDOW M APA RATED OPENING WIDTH(I) Ledger Strip to Beam(Face-Walled) 3 16d each joist Fie-975 psiX4802 EXTEND TO TOP OF TOP SHEAR BLOCKING AND VENTILATION HOLES 3"No.8 SCREWS 1210.C. Joist onBeam(Toe-nailed) 3.8d Ledger to per joist Fe-175 psi I Fc perp-565 pal NEwlOw PLATE. DETAL A•TYPICAL ATTACHMENT OF Band Joist to Joist(End-nailed) 3-i 6d par joist E-1,600.000 psi PROVIDE SOLID PLYWOOD OPENINGS PROTECTION TO Band Joist to Sill or Top Plate(Toe-nailed) 2.16d 1 per foot BLOCKING AT _ SIMPSON LSTA 38 SHEAR BLOCKING DETAILS NTS FRAME BUS 6 All beams fabricated with multiple Laminated Veneer ALL SUPFLOOR ____(7- METAL STRAP ROOF SHEATHING EDGES-FIRST JACK POST NOTE: IN LIEU OF SCREWS,LUGS / TWO BAYS OF - JACK SIMPSON LSTA24 c'1 with the manuf manufacturer's specifications.ns.In accordance Alternate to 24 MPH Certified wITHNurSANDWASHERSMAYBE FRAMING-TYP. -" STUDS W/4 Sd rojj IUSED Structural Panels Sd 4"o.c.perimeter zone 6.All straps,connectors,plates,bolts,nails,etc.are to NAILS 0 48"O.C. - { Window Installation other 6"o.c.edges of be galvanized or stainless steel.Designated connectors, C EACH END,TYP. panel, 12"o.c.Interior strap etc.on these drawings are made by Simpson Drawing Legend: of panel unless Indicated otherwise.All connectors,straps etc. S Plywood Panel Window and Door Diagonal Board Sheathing are to be nalled/boRed In accordance with the Wall To Be Removed manufacturer's specifications: h 1"x 6"or 1"x 8" 2.8d per support Wall To Remain DOUBLE TOP e•. *_ Protection for Wood Framed 1"x 10"or wider 3-8d per support 7.Ali floor sheathing latobe23it32Inch ACtype ptywood, New Wall PLYWOOD SHEATHING tongue and groove,with an APA span rating of 48/24. PLATE - TO OVER LAP BOX 0.< 100 CEILING S H EAT H I N G Floor sheathing shall be glued and screwed to the , " , 2 x d 016"O.C. . -- TBO OVER M- LAP BOTTOM. Buildings floor joists(6"O.C.edges and 12"O.0 field). ! New Foundation Wall N.T.s - - Lines Above STUDS - 1 r Gypsum Wallboard Sd 7"edge/10"field 8 All wall sheathing is to be 1W32 Inch APA Rated WALL SHEATHING commExposon 1plywoodils6" andshall nailed with . -•- -•-- -• Lines Below cdxn man nails 6"O.C.O. edges and 12"O.C.O. field. -. Guidelines 9.Solid blocking is to be installed every 8'max or mid A ii-Rtr 8d (see table 3.9) span of all floor joists with spans exceeding 8'. Fence Structural Panels -••-----•-- Fberboard Panels GABLE ROOFS TABLE R301.2 7/16" 6d 3"edge/6"field 10.Double joists are to be installed below parallel walls. i' Door T✓g STRAP'f0 STUD 10025/ " 8d 3"edge/6"field 11 Biocking In to be installed at all point load bearing wi4-ed NAILS - GROUND SNOW LOAD WIND SPEED(mph) SEISMIC DESIGN CATEGORY points. 10 Window Tag WRAP+NAIL STRAP 20 PSF 120 B?Th Gypsum Wallboard 8d r edge/10"field 1n hes o c un►tlf indk ted ot2 rw oh.studs spaced 18 (4-4d NAiLS) Hardboard Sd (see table 39) Section X, AROUND SILL PLATE DAMAGE 13.A(I joist end beam hangers and fasteners used on the Sheet A-XXX AT ANCHOR BOLT Si1MPSON MST27 SUBJECT TO DAMAG G FROM Particleboard Panels $d (ase table 3.9) exterior are to be Simpson Type 304 or 318 Stainless t/2"WIDE-20 GAGE Diagonal Board Sheathing Steel. METAL STRAP @48"OC. WEATHERING FROST LINE DEPTH TERMITE DECAY \\\\IXi +i 2"FROM EACH CORNER i"x 6"or 1"x 8" 2•Sd per supportltsnutsand 11 Detail Tag WRAP AROUN D SILL PLATE 1"x i 0"or molder 3-$d per support hot dipped galvanized.washers are to be stainless steel or �S PROVIDE sd NAILS4"O.C.AT PERIMETER INTERIOR SEVERE 36" HEAVY TO MODERATE MODERATE TO SLIGHT FLOOR S H EATH I NG o NAIL SHEATHING TO SILL PLATE PORTIONS OF PANELS IN HIGH PRESSURE ZONES. l Steel t � Elevation Tag 8d NAILS @ 4"O.C. WINTER DESIGN TEMP ICE SHETLD FLOOD HAZARDS AIR FREEZING INDEX Structural Panels 1. All steal Is to be ASTM Specification A-36 M' REQUIREMENT greater than 1" 10d 6"edge " 2. All bolted connections are to be made with A-325 2.05 REBAR 0 _ 1"or less $d 6"edge/12"field 2 x 6 SILL PLATEUU NOTE:a et 4 FT.iN ALL CASES ge l6 field ACO TREATED. " 11 YES NONE 599bolts. x xxx x interior Elevation Tag SiEE DWGS. --_- Diagonal Board Sheathing 3, Square/rectangular and circular columns are to be x SECTION FORSE DESIGN. sm"x 12"A.B. 48"OC. G'BLE ROOFS EXPOSURE: B URBAN, WOODED ® t")(War ar 1"x 8" 2.8d per support ASTM Specification A500. in x10"or wider 3-ed per support w/FENDER WASHER. 1 O° $<450 (8301.2.1.4) C OPEN,COASTAL 0 - 4. All columns are to be bolted to steel girders with ■ • t/ + j " • • N CRITiGAL PATS MPONENT AND CLADDING PRESSURE ZONES 1#2"bolts or unless otherwise shown on the plans. DESIGN LOADS 1 Nailing requirements are based On wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is nailed 3"on-center SOIL at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate 5. 1/2"web stiffeners are to be installed et all point CLASS BEARING CAPACITY 2000 PSF connectors,such as sheer plates,shall be used to maintain the load path. BLDG' bad bearing points and over all column supports. F'.a i :rte. FLOOR LIVE LOAD 40 PS F FLOOR DEAD LOAD 15 PS F 2 When wail sheathing Is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 6. All welded connections are to be done bye certified .d�, ROOF DEAD LOAD 10 PSF SNOW GROUND LOAD 20 PSF 1 .16d nail per toot. welder and conform to AWS end AISC standards. MERYL KR AMER architect 5.All weld joints are to use E7OXX electrodes. 14"Vent Thru Roof 14"Vent Thru Roof 6.Ail girder splices aceto be made above columns. Foundation Notes 2 1 3 E . FRONT STREET SCTM# 1000-43-05-6 and 20 The contractor Is to verify all measurements In the field and any discrepancies are to be brought to the attention of the POST OFFICE BOX 6 8 3 Engineer prior to construction. BATHS 2" ___r___ ._- 2" MASTER BATH GENERAL NOTES GREEN PORT, NY 11944 T' ``'" �-- PROPERTY ADDRESS 129INLET LANE 1-All concrete 3,600 psi after 28 days minimum. 6 3 I - 4 7 7 - 8 7 3 6 I- 2" I 4" 4" I I -rte`"`-^-m-�._.,,,, 1. ALL WORK MATERIAL AND EQUIPMENT SHALL BE IN I 2"I 12" 2" I --1 GREENPORT, NY, 11944 ACCORDANCE WITH THE NEW YORK STATE UNIFORM 2-ATI rebar ASTM A-615 Grade 60. m k a r c h i t e c t . c o m 1 1/21 I I I I. 12" 1 ire I 1 1/2" BUILDING CODE,AND THE NEW YORK STATE ENERGY �y CONSERVATION CODE,AND LOCAL AUTHORITIES, 3-Footings are to be Installed on undisturbed virgin soil. The bottoms of all footings am to be Installed a minimum of 3'below 1 ill" may' may' L J OWNER ROBERT AND HEIDI BAILEY grade unless indicated otherwise, W.C. W C t 4•Rebar installed along the top of the foundation walls without windows are to be Installed 10"below the top of the " TUB 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE foundation wall.Rebar installed along the top of foundation wells with windows are to be Installed 3"below the bottom of the ROOF/2ND FLOOR kswyW ER _ .1 vert Thru Roof :HOWE- ZONING R40 VERIFIED BY CONTRACTOR(S)PRIOR TO START OF window opening. 3" 1 1/2" 2" 2" 2" 3"Aimpinwr 2" CONSTRUCTION AND ORDERING OF MATERIALS. THiS FOUNDATION HAS BEEN DESIGNED FOR A SOIL 5-All snap off form ties are to be removed and remaining openings are to be sealed/grouted. 3" 3" ALLOWABLE- 35 FEET BEARING CAPACITY OF'IWO(2)TSF AND GRADES KITCHEN 2" 2„ BUILDING HEIGHT " 6•The foundation contractor shall coordinate with the plumbing and electrical contractors relative to installation of sleeves - BATH 1 ACTUAL-29'-2' LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT BATH 2 -, _r__ I --�,r ,,•�.-- I - LAUNDRY „��r--- !^--T--. - --•,,, THESE CONDITIONS ARE MET. ALL FILL BENEATH and other penetrations prbrtopouring concrete. Bailey Residence -- 2" ( 2" CONCRETE SLABS TO BE COMPACTED TO 95% r-"" I 12" 11 12" "r ----, I BUILDING EXCEEDS MIN. REQUIREMENTS SET FORTH 7.The Engineer Is to be contacted If unacceptable or questionable sols Is encountered aurin excavation.Unacceptable soil Is 1 12"1 I 1 12" I 4" ENERGY CODE RELATIVE DENSITY. soil containing g 129 Inlet Lane, 1 I 4" I I _i_ I 112" 112") igclayend/ororgantcmaterlal. MAIN WASTE LINE BY N.Y.STATE RESIDENTIAL BUILDING CODE-SEE Greenport, 11944, NY LAV. c 1 Lily. SINK SINK t�� LAV. SLOPE 1/4"PER.FT. ATTACHED REPORT 3. PROVIDE FLASHING AT ALL ROOF BREAKS, 8•Install isolation Joints along foundation welts and at column and other floor penetrations. WC. DW W W.C. CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS 9-Installed contraction Joints In the collarfloor slab every 18'minimum, -IIF.A.I. AND DECKS ETC.. 1ST FLOOR ( HOWE- I I 10.Foundation excavation Is not to be back filled prior to the Installation of the floor framing. C 0. » 3„ �� 2„` i 1/2 2» \.341: ` i 4. DO NOT SCALE DRAWINGS. 11.Backfill along foundation walls Is to be clean material and Is to be mechanically compacted in 6"lifts to 95%of maximum V amp\.....r.je 1".*---,- CONNECT TO 5. DESIGN CONSULTANTS OR RECORD ARCHITECT- dry density. APPROVED ENGINEER ARE NOT RESPONSIBLE FOR THE SANITARY SYSTEM INSPECTION,SUPERVISION,OR ADMINISTRATION OF 12•Underpin existing foundation. Connect existing footing to new footings and wall tops with No,5 rebar dowels. THIS CONSTRUCTION PROJECT. FEDERAL STATE Suggested Underpinning Procedures;. AND LOCAL ZONING AND BUILDING CODE COMPUANCE Sheet HOUSE SHALL BE THE RESPONSIBILITY OF THE a)Underpin prior to addition of any new loads on wall. Codes.7 TRAP CONTRACTOR. Scale:Noted b)Excavate small exploratory pit at exterior wall to determine depth and width of existing footing. Inform Archltect/Englneeer of All Drawings Printed on 13x17 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO findings before proceeding. Paper Scale Is 50%Scale Above FACILITATE CONSTRUCTION AND SHALL NOT BE BASEMENT CONSTRUED AS A CONTRACT BETWEEN BUILDER AND o)Upon receiving approval,excavate to the top of the existing footing for the entire length of the area to be underpinned on • OWNER. both sides of the foundation wall.Remove Interior concrete floor as necessary. 7, THIS STRUCTURE HAS BEEN DESIGNED IN d)Excavate by hand below the existing footing at no more than 3 foot lengths.e)install a key way between sections.Mow 7 ACCORDANCE WiTH THE NEW YORK STATE ENERGY days curing, CONSERVATION CODE. A- O 2 PLUMBING RISER DIAGRAM f)Baekflll andreplaoelnterlorflaorasnecessary. 8. CONTRACTOR SHALL OBTAIN ALL PERMITS El) Scale: N.T.S. g)During the underpinning procedure,monitor the existing foundation wall for excessive movement and/or cracks.Notify the Architect/Engineer If movement and/or cracks are noted. 13-Dowel to existing foundation wall with No.5 reber, Grout solid all cavities In existing wall for three feet from new wail. mgr 2014 Meryl Kramer Architect All Ruts RO Nerved I i i DRAWING ISSUE DATES Bid set 02.10.2014 Permit Set 04.08.2014 Construction Set 00.00.0000 REVISION DATES WINDOW SCHEDULE NO, MANUFACTURER MODEL NO. TYPE FINISH UNIT DIM. (W x H) ROUGH OPENING U VALUE PERFORMANCE SOLAR HEAT HARDWARE GLASS&DIVISIONS REMARKS N0. RATING(DP) GAIN COEFF. A EXISTING.' ,;,;:'i;:;.::;,," ,;: Existing windows to remain In existing A • ` a': ,,., location B EXIS't1NG ? Relocate From Exist 1st fl.Bedroom B 7/8" 1/8" 7/8" Verify Size to Match Existing Adjacent 1EREDq C ANDERSON(400 SERIES) - WDW2441t5„,,.,,=�', Double Hung WHITE 2-5 5/8"x 5-0 2-6x 5-0 0.33 DP 30 0.32 TBD HP Low-E Windows G,S Rc 0 NOTUSED'` D I �� `M��1. RO } - t0 tt` a r '; E ANDERSON(400 SERIES) . AW251 .. Awning WHITE 7.4 3/8"x 7-4 3/8" 2'4 7/8"x 2'-4 7/8" 033 DP 30 0,32 TBD HP Low-E E * diet, ` -�(-� 4 F ANDERSON(400 SERIES) -, WDH210510;;; :i;;s, Double Hung WHITE 2'-11 5/8"x 6'-0 7/8" 3'-0 1/8"x 6'-0 7/8" 033 DP 30 0.32 TBD HP Low-E/Tempered Bottom Sash F ' .. G EXISTING ,s;v;: y� X48 "` _" Relocate From Existing G QR H ANDERSON(460 SERIES)r.` WDH26416,; r`,; = Double Hung WHITE 2'-7 6/8"X 5'-0 7/8" 2'-8 1/8"X 5'40 7/8" 033 DP 30 0.32 TBD HP Low-E I Tempered H , . HP Low-FJ Check Rail to match I ANDERSON", ,.(400SERIES) Custom ;s;i:;, Casement WHITE Match WDH2�4410 Match WDH24410 0.33 DP 30 0.32 TBD Double Hung EGRESS I . J ANDERSON(400 SERIES);' - WDH2852 '?;;`'''; '; Double Hung WHITE 7-9 1/8"X 5'.4 7/8" 7-101/8"X 5'4 7/8" 033 DP 30 0.32 TBD HP Low-E Tempered Bottom Sash EGRESS J Drawing Legend: NO. MANUFACTURER MODEL NO. TYPE FINISH UNIT DIM. (W x H) ROUGH OPENING U VALUE PERFORMANCE SOLAR HEAT HARDWARE GLASS&DIVISIONS REMARKS NO. : Wall To Be Removed RATING(DP) GAIN COEFF. ' , Wall To Remain New Wall ,'. . :.,r..,:: . ;! New Foundation Wall Lines Above Lines Below —•---•—•—• Guidelines •------•--•• Fence 0 Door Tag so Window Tag Section X. Sheet A-X)0( © ElDetail Tag DOOR SCHEDULE 111"/ Elevation Tag NO. MANUFACTURER MODEL NO. TYPE FINISH UNIT DIM. (W x H) ROUGH OPENING U VALUE PERFORMANCE SOLAR HEAT DOOR SWING HARDWARE GLASS& DIVISIONS REMARKS NO. RATING(DP) GAIN COEFF. 001 CUSTOM, MDF FLUSH INSWING PAINT VIF VIF AS SNOWY TBD 001 X xxx x Interior Elevation Tag PANEL x ' NO. MANUFACTURER MODEL NO. TYPE FINISH UNIT DIM.(W x H) ROUGH OPENING U VALUE PERFORMANCE SOLAR HEAT DOOR SWING HARDWARE GLASS& DIVISIONS REMARKS NO. RATING(DP) GAIN COEFF. 101 EXISTING :`: 1.;. °' ;: `a `;'';.;'.},' REPLACE Reuse Existing 101 4,...: ::'2"'''''' ''-- _ ...:`. `- EXIST. 102 JELD=WEIV :Y;4 <.;; {- CONTINENTAL SIMPLE SWING PAINT 7-6"X 6'-8" AS SHOWN TBD Match Existing 102 ;tY. 103 JEt:D4VIrN, 41 4 CONTINENTAL SIMPLE SWNG PAINT 2'-6"X 61-8" AS SHOWN TED Match Existing 103 104 'EXISTINt1 a;;°'' `"'°' ',`'' `'` `, SIMPLE SWING PAINT 2%0"X 6'-8" AS SHOWN TED ,_ Reuse Existing 104 M E R Y L K R A M E R architect 105 :EXISTING-'':.;' ',;g,'„'"'; ;y':' SIMPLE SWING PAINT 7.6"X6'-8" AS SHOWN TBD Reuse Existing 105 106 EXISTING -, fi > 0.:,:` ,: SIMPLE SWING PAINT 2'-6"X 6'-8" AS SHOWN TBD Reuse Existing 106 '---" 2 13 E . FRONT STREET SIMPLE SWING PAINT 2'-6"X 6'-8" • AS SHOWN TBD Reuse Existing 107 POST OFFICE B Q x b 8 3 107 EXISTING�s�� �°�-:�.;� �;�:� . 108 EXIS11Nd - ,a, ',.,,,`:. i,:: SIMPLE SWING PAINT 2'-B"X 6"-8" AS SHOWN TED Reuse Existing 108 G R E E N P O R T, NY I I 9 4 4 109 EXISTING` '`: ''':ir.,:;' SIMPLE SWING PAINT 7-6"X 6'-8" AS SHOWN TED Reuse Existing 109 6 3 I - 4 7 7 - 8 7 3 6 m k a r c h i t e c t . c o m 110 .EXiStIIVG ,;;;''`;AX'4;',. :4,`0 7'i>, DOUBLE SWING PAINT 1'-10"X 6'-8" AS SHOWN TBD PAIR-Reuse Existing 110 111E LISTING:�-;;j `` :'''' ''';'';:'' ' SIMPLE SWING PAINT 2'-0"X 6"-8" AS SHOWN TED 111 eee®e_ NO. MANUFACTURER MODEL NO. TYPE FINISH UNIT DIM.(W x H) ROUGH OPENING U VALUE PERFORMANCE SOLAR HEAT DOOR SWING HARDWARE GLASS& DIVISIONS REMARKS NO. RATING(DP) GAIN COEFF. 201 ,NOTUSED' �;,i.. ': ' : 201 202 ,ANDE4;00 RSON( .$ERIES);, FWHID6068 GLIDING PAINT 5'-11 1/4"x 6'-71/2" 6'-0"x6'-8" 033 DP 30 0.32 AS SHOWN TBD NONE Supply w/Screen 202 Bailey Residence 203 :IELD-GIVEN V .> Aw'"` '" '�" CONTINENTAL SIMPLE SWNG PAINT 2'-8"X 6'-B" AS SHOWN TBD 203 129 Inlet Lane, • Greenport, 11944, NY 204 'JELD-'I,NEN;, a�;i ` `; .;o`' ;fr;';;if,` CONTINENTAL SIMPLE SWING PAINT 3'-0"X 61-8" AS SHOWN TBD 204 205 JELb-1NI IV" i'=4k:'A:' :`I;" CONTINENTAL SIMPLE SWING PAINT 2'-6"X 6'-8" AS SHOWN TBD 205 206 'JEth VEN , iiia ti' ( pis''" CONTINENTAL SIMPLE SWING PAINT 7-6"X 6'-8" AS SHOWN TBD 208 207 `'JELD-WEN` :' ; H''','•: ;;',,: :::!;*,',::',::A CONTINENTAL SIMPLE SWING PAINT 7-6"X 6-8" AS SHOWN TBD 207 208 JELDrWEN,;;,A 1; -'���• �� ,''�:� CONTINENTAL SIMPLE SWING PAINT 2'-8"X 6'-8" AS SHOWN TBD 208 r, ,,:,,� � , Door& Window Schedules 209 A11ibERSON(400-SERIES) FWHID6068 GLIDING PAINT 5'-11 1/4"x 6'71/2" 6'-0"x 6'-8" 033 DP 30 0.32 AS SHOWN TED NONE Supply w/Screen 209 Scale:Noted ****REPLACE EXIST. KNOBS & LEVER SETS HARDWARE ON ALL DOORS INCLUDING ANDERSEN PATIO DOORS**** NEW STYLE T.B.S. Ail Drawings Printed on 11x17 PaperBcele Is 50%Scale Above REMOVE BRASS HINGES THROUGHOUT AND REPLACE W/SATIN NICKEL FINISH HINGES. A..003 (ID 2014 Meryl KramerArchltect All Rightt Reserved DRAWING ISSUE DATES II Bid set 02.10.2014 T , —I Permit Set 04.08.2014 I I ' I Construction Set 00.00.0000 I I I ` , 1 I • , L — a REVISION DATES A EXIST.(3) 3/4X11*/8 �` _ , 4111EXIST.(3)i3 X117/8 ------- -- ------- - i ,r.._ I LVI.FL + I HDR LVL HDR ---- ; 1--- '•"` i • i .. • 1 �.J • ,' EXIST.(3)1 3/4 X 117/8I BATHROOM 'OUTDOOR• LVL HDR I 8 R �' -----•_ __ SH�VIIER r line of soffit shave • co �' S; ado8 ;; ' '� , REUSE BATHTUB .' `� Ion WI C) I X ��-+ e� Y ' 1 --- � ,'-- ---- 1 s�ERED qRC ,- > o ),< 5r, ei V v-r L] �r—� �\ '7� �`` l m � \mss x � i �.-` (t- 1- t`�RQ�� 0 ,73 I V4........ ¢ M Net "- v , I MECHANICAL i ` FAMILY ROOM I i DINING AREAI c w r'i § LIVING AREA i i ROOM i 1 c+j P�"-,� ,0:-,, �. W . 7i'J &, yI E ? G EXISING m �+ r: �' p o N r _ ,e MECHANICAL EQUIPMENT TO BEIir t' _ . to o Ar'? I n U _ `.1 i RELOCATED . . ► I r�f - ___I___._._____ _ 100. 024802 �1 (� v `• • _ ,,, „�_ REMOVE BRICK CHIMNEY DF NEW L I G r.yss�-sr��ssr�-s�ssse-at-�i�- �s� �T..,---T' : 4 _-�I `r I I EXIST.(3)13/4X117/8 �wJ --_r ' ' LVL W/(2)3/4 X 11 STL 1 i �1I 1 SOFFIT ABOVE TO REMAIN a I , ' PL.FL HDR ' ' " I W 1 D ' I 1 1 1, L ( I ' I 1 II , , , I ;- I " N I EXIST.HDR-size? • a iA w \1 i I EXIST(5)2 X 4 POST W PIER i. ,`v ` I • L LAUNDRY il i CENTRAL VACUUM TO BE RELOCATED li ' ' k_ ENTRY Wan • • ____ BELOW "� , I 1 , .- Drawing Legend: 171.1( R MOVE i KITCHEN , 1 `" ! ,.1 II , 1 : : Wall To Be Removed ———— • 1 I --EXISTING .-- 1 a,",: s b ' .pUSTING: " 1 .. ..... .,: z� I' ' ' ' ' ' ' _= CE�j_ING.lflIST :, , ' ' Wall To Remain I •� 1 -CABINET$ " I _«��,.� I' I I I O • I 11 I I I. 1 Wall I I I ."y,, - 1 1 New . REUSE SINK AND FAUCET ..,,„:._,__,__so„,.1, I 1 f = 11 �:_ 1OUNTERTO�S, I S r I I I 1 I' + STAIR AND LANDING TO ► h ' APPLIANCES TO ' ^11�•� 1 ' +{ I 1 I REMAIN , 1 " �� i•' E9ti , , . _- t=__= 1 --rim - ' - REMAIN - --- _ �'- : New Foundation Wall _IBJ Thr 7 ( 11 , _ Lines Above _ * _ r_ ��— f"T Jt'.7l, IlE'—`I!` J. w 11 + I POWDER ROOM I I 1 11 1 - Lines Below REMOVE STEMS " 1 OM I u--- I � "-, 1 1 1 i r • �� I NOTE: -•-•-•---• Guidelines III I i till I I 1 II , SALVAGE ALL 1 DEV{CE 1 1 1 IS r• — tr.�Ls-. " 1Fence I I I I I 1 1 'I CLOSET i RECESSED DOWNLIGHTS,CEILING FANS, ----- � .:�..-. 1 l , BEDROOM 1 ,i BEDROOM 2 a I '. f " , .. . I T L: __ 1 1 ; LUMBING FIXTURES,FITTINGS& CD Door Tag , P /'1 1 I W M I' (D) ACCESSORIES,INTERIOR DOORS,and V j ;. I I .)1"1'n �;I `•r•' WINDOWS I €3> Window Tag ' ' ' ' CLOSET 11 • ' ' , ' ,'1 I II I, 1 :�,,!i, 1 n curse X, I II' I�1 I II I! Sheet A-' 5( ,, 1 • 1 De T 1 ------ -- -- - ---- -- --- . :,,. .1.• ..:r'r.:'r' '.r'' g ` tail g L.Q. Hass■■■ to as s s■ ■ - 0 FIRST FLOOR PLAN i 4mommuminsi ` ... ..i�t 1a: .-.:icr- I A Scale: 1/4" �°'"0" l 0 B O 0 .. ► Elevation tag REUSE 3 OF 4 WINDOWS IN NEW LOCATIONS,SEE PAGE A-101 xx Interior Elevation Tag x REMOVE POLYGONAL - i WINDOW TOP RAILING TO REMAIN • • • • • m , i i M. •! i * l t V 1, 4 ., 1 , . s , , i *t i *M,,T, .,. . ,n i:ro.,n Mr,m inN4.:I..t.,.V-n,i.i•ty•,.:'w f••••,• ..,• n.un•"n ,-Trvn.."MM•-aMro•'TMYT:-nM•-m u....yyyr.".„T-'n.T-nry.„-r vu "n:w..mm+...e.w..n,4r•MMS--rv.-mw,m:,"1u.."Iv'v*1ra.._e1n..:,.Tmnu...m� aw•..n'x:. u.:.t,h.-nr'n--n NT.:r,a r..i. ...FY!-m,'r.,xY nNn nw..nm....n,ven-n u...n n,+...'N..•n v... "-..'"'"'":"."'"":'7'.''''',',"'`!'''','".'"":1'..."''.!'":7".'.. , • seam .ua: ,.r: �.�I �a•r x �,^,.,.: . .�.' ',..�:' .,,: �-•'� -"r:;-.,., .,�....,•, ,• :�. I I / I I I t F, tI •.1 �, ,I �..f , .,V I...,"fid, I fl,.t r. ,1+.1'.T 1""{. TI t .,I'K,'' .:,f:t:T''..t t,:..:: vI"":i :lt.Tl •:t I-'r:I'",• f .,�fi,:,,.(:'..5°"."...";'°•".',!"7"4. 4 p, h I I / E R Y L K R A M E .,"j. ,.�. �, /, I.* k. •.'!y' •.S' •',f ••F ',4'� "'4'"k' ",4„1.,�' 5 k H,..:r .,. ..,4.• •4 f ® REMOVE SKYLIGHT-1P- / e �¶ �� ( I I / architect I L- — — --I // 1 I', • I.1. „j // // 213 E . FRONT STREET "� 1 r.":n ^r•..,...i,..-4,i..,,,..,,, aFm !A' F ,t.., 4,1.. ai,p•-,..•,, ,I.. ial,mv,F.Nz I'RG I, :: :'' / POST OFFICE BOX ,,R / s 683 I .ROOF DECK TO REMAIN .I ::;,c,.�.;c...�,;;.:�,..,,..Mn�:�,:�....:�,:�.,�,..;.,,.;�m:�.,i,.:�M�.�.w,I,�,i:.�,;i:,aM:,i„,,M,;� ,;i:.. .;�,. G 1 REE PO NY 944 _ = GREENPORT, I • 1 I / MASTER BEDROOM -! ,• "I / 6 3 I - 4 7 7 - 8 7 3 b ,. 1 09 s f -} -""`� mkarchltect com REM OF RAFTERS OVE REMOVE COLLAR TIES I I I ' I I �I I I I // /� REMOVE SKYLIGHTS L J L I ' / 1 i' — — — — t.,>•? Mar.,rn 'm,,„,,,.4,,,,„,„,„,,,1,,,'',,, , m ,,+, +n e,,,,„,„,w,,,,,,,,,,,,,,.,,,,,,,,,,,,,,. . ,rn , ^rt ,, ,, �. . M. �. m^n ,K. h ,1, m,'.. . pt.,1 m �":," P) / il.--I� 1 ,�r ` .r'i�-- 'Uri-rr---- .r.••W.`. ilia*- �.�.0-i,ir 4.•Um.—�.mom---- ..r..,w r—,r vow—oar•yr.-----r r.r •,..6—. ,- L. , , / N• / I: I II / LI. DN. I I / STAIRS TO REMAIN I I I I I / ,, r- I ( ( I // CEILING JOISTS TO REMAIN Bailey/ • ,. Residence '1. / 129 Inlet Lane - ill REMOVE ROOF Rt FTER5 I I ( // /.° ♦♦ Greenport, 11944, NY REUSE VANITY,SINK, ; I „_�-�;- „ L_ - J L_ - - J I I . 1 FAUCET&MIRROR 1 ” 1 II 0.11111110‘11 � I / / ♦ V MUMil _ , - 1 `._♦' •`, 11 / / • REUSE SHOWER BASE • �''' -- - •- I // // • • ENCLOSURE I. ;1 ... •' MASTER BATHROOM / / • .•_--,�, -REMOVE SKYLIGHTS // / • • REUSE TUB IN MASTER _ _ / // ♦♦ BATHROOM �”-r_ -' REUSETOILET I,� �.. t' , ;I r, ,/ // `♦ Demolition Plans I I I / / • Al -! I I // // ♦♦ Scale:1/4”tut 11•0" I 0 I I / / • Ma 1•111.6Drawings Printed on 11x17 L 0 J dr// ♦ M♦ Paper Scale Is 5096 Scale Above REMOVE EXISTING PENTROOF // • • ♦♦ / • /// • �. D. 100 REMOVE CIRCULAR TOP / ♦ WINDOW&RELOCATE r<�-.... -- ♦a WINDOWS TO 6'-8"HEAD HEIGHT0 SECOND FLOOR PLAN Scale: 1/4" in 1'-0" 0 2014 Meryl KramerArchltect All Right!Reserved DRAWING ISSUE DATES Bid set 02.10.2014 Permit Set 04.08.2014 Construction Set 00.00.0000 REVISION DATES CPIEREDgRc 481 �ctlL R.Kit/y')to 300 * ,;:. "4�y;.<.% 1.1 12'SONOTUBE SET " " " — kg'!� 36" INTO GRADE,TYP. 1-0 7.5 - / sj, 024802• 3)2 X 8 ACQ GIRDER c7 fi EQUAL 9�OF NEW�� _ 7:'i .........t... ,..t.z AU Q EQUAL • • • Iii# ,,,4 W/WINDOWS �i7 - • - - -I ,e ABOVE $ , 8"X16"FLOW THROUGH FLOOD VENTS,7YP. x F I I . .. ....,,?,,,...,...,-,.11.1m...-,,,,...... VENT FLOOD COVERAGE 200 SQF PER UNIT E 1 E VENT W/WINDOWS N 3 X 10212GIRD R , R B S FLOOD VENT UNITS:9 Drawing Legend: ( 3-2X10 .; BASEMENT FLOOR AREA: 1786 SQF ABOVE Cr) V0' -, x gr9 �., •!•.t7',.•-i.. ..i ,:.., .+' �, ':�a „►,�;•.�,;...• ,;,,,..,••. ,•..1=1^ •`�:,•',;;:. ,;,. ,.f....:.;,.••�,;;;�.....,:%.....q...,�{ :i 0 ' Wall To Be Removed I J _ J !; • r.' Wall To Remain ¢ ¢ co VENT co ' ., ;, r.-. _ New Wall i N NEI2x8 ACO LEDGED @ T= '�•: •N ;. ..•..... ;......;,... ..r *• .j ,' , %a ,';c. 4 � New Foundation Wall • «:. Lines Above i,' , i; ;�i a"; Lines Below {.••' .,t -•-•-•-•-• Guidelines EXIST ACCESS OPENINGS EXIST(2)2 X 8 GIRDER W/ II -••--•-••-- Fence ;•; CMU PIERS ON2'X2'X1'FTGct: \ '-'- yti __. Door Tag ;• :-t ......- 57.: -.: r - 7 r -i r - 1 r - - (:) Window Tag • • _• .H.rte, I. _• _• _• ;,... . _ • _• _• •01111111M1.1• 1111•11110 . 1OMPI_• -• • e, r `' ' L — J L — J L — J ' L _ J ' 6 Seetkm X. EXISTING CRAWL .v. EXISTING CRAWL f;;.;!•, r EXISTING CRAWL ( I Sheet A-XXX . :' SPACE, ,S..! SPACE SPACE 425 SQF Alk 188 SQF 1173 SQF to r ilimiLl `" EXIST{2}2X8 GIRDER Detail Tag ',`. PIERS ON 2'X 2'X 1'FIG I r -� ,�j PROVIDE 8X16 8"X16"SMART VENT,TYP. ill • I .. } Elevation Tag �I ,' r """', r — (3)2X8 GIRDER ABOVE N L PEDESTAL W/2'X2'X1' rrw f'; y EXIST2x8FJCO16"OC a• .� :: . —. ".�. 111111111110 01 I-• ..^� ( ?Egg , - a i,I c/� P.C.FTG. ,,: EXISTING FRAMING t' *" L J L — J III S ". :; TO REMAIN ''I ' ..; CONTRACTOR T. �'�I I •� x xxx x Interior Elevation Tag POST t�' ' .r" • 5 ;: CONFIRM THAT GIRDER x °.s; +FOUNDATION ARE — ABOVE — — �� '4 f,::::.: r BLOW POSTS r —I F' 'ig. r -1 , -e ADD 2"P.C.SLAB IF NONE . —. —.. i �, ,; . •, EXISTING TYP. 4' s CO 4% 1 L J +�7 z_________ 4 r� _ u A ' VISTING FOUNDATION WALL '•;i NEW 2 x 8 FJ 16"OC EXISTING PORCELAIN r•' `{ 7:111r 1111.,' ,_�,`,_;�4's M E R V L K R A M E R TO BE RAISED UP 2'-0" �u •r, FIXTURES TO REMAIN- �! ' ` VERIFY THAT THEY ARE I, u. m, a r c h i t e c t THROUGHOUT '' N. - ;.::,r.,::;t'''.',.'•.,1,..`' ,.,,'i..:'..:,,'i.:� ''''.?;:'''':1' IM o11li•;:i,,,•:••t•s:,.. •-.*y•;...i t,;a;.Y . '. ' -,•,r:..:'.;x;;'..1=1 ., .,'• :>:.• IN WORKING ORDER K •, ... NEW 2x8 ACQ LEDGER 2 I� al Li .-. ,._ '• I I 5 �I ;v7, 213 E , FRONT STREET VENT m r;° ,•1414 W/WINDOWS 8 I N O co ei •, i Vi +° POST OFFICE BOX 6 8 3 ABOVE co ;.. ,, y.t•.° •. . � �• GREENPORT, NY 1 1944 I_ _ .� .. • 5 •. '-300 N FOUNDATION WALL ( , NEW(3)2x8 ACQ GIRDER r Z © 6 3 I - 4 7 7 - 8 7 3 6 0 8"X 16" PC FTG. •, r ....r. r i I i� r .� • r� ' **11r;,.'.iv.g.'!;"l:,a.•j:»;,::''i �i iA11I1 I i-ali ..% .ra!i i, .,. WALL m k A r G h i t e t t . C o rrl .r,x _� - 4t ii .• � t ti�^�1 r. r TOIBEIRAISED UP 21 ON 65 w r_L, Zine of deck above EX I EX THROUGHOUT-414 VERTICAL e • r • -z e O REBAR 6,16 OC,SET 8 IN F - - - E - - R " - " - g EXISTING WALL W/EPDXY PROVIDE 4X4 ACQ "EC - a - I. - a - ADHESIVE. NOTIFY ARCHITECT POSTS FOR WOOD a Z a VENT OF EXISTING CONSTRUCTION SLATTED ACCESS i�'i `- - I— - �i 1,-- - vV) `- -1'5 ' 'I (CMU OR POURED CONC.) PROVIDE 4X4 ACQ POSTS FOR W/WINDOWS DOORS,SEE DETAIL ON I R .• P-I—E f---i I- I PRIOR TO EXECUTING WORK- TOP BLOCK OF CMU WALL WOODSLATTED ACCESS ABOVE PAGE A-700 L - M - - } - - - - i J DOORS, SHALL BE LINTEL BLOCK W/ 12"SONOTUBE SET (3)2 X8ACQ GIRDER SEE DETAIL ON PAGE A-700 1#5 REBAR,CONT. Bailey Residence 36" INTO GRADE,TYP. 3" EQUAL EQUAL 4i, ii" 129 Inlet Lane, +1-19-10" Green port, 11944, NY / 0BASEMENT PLAN Scare: I/4" KM 11.0" FoundationPlan Scale: 1/4"a 1'-0" All Drawings Printed on 11x17 Paper Scale Is 50%Scale Above . A.1.00 0 2014 Meryl Kramer Architect All Right*Rtserved DRAWING ISSUE DATES Bid set 02.10.2014 Permit Set 04.08.2014 Construction Set 00.00.0000 REVISION DATES • NEW DECK AND STAIRS 4 \yrc�aED ARciyl, igink 4O 43 a.KR-, �O. A NEW RAILING TO MATCH EXISTING ,-300 4- c NA/ F ALUMINUM CABLE RAILING,TYP. 1�{k �. tr.,_, " BUILT-IN WINDOW SEAT , � >s 20'-4" _g W/PAINTED WOOD. * t 1 / PROVIDE DUCT WORK i.rt .r FOR TOEKICK REGISTER. ., I I UP DETAIL TO BE PROVIDED �jq�024802 00- OF NES -- _- — - Y EXISTING HOSEBIB TO EQ. EQ. ZNi REMAIN / 4.. / F,C NEW PATIO WIN. — r — 1D = -I ;k., Line of Overhang Above En 'NEw wiNoow sEA7; 0 -�--- Drawing Legend: lint of DeckAbavt _ _ 4 EX "; ar EX �-_-� . X313/4 X / „ - r - - - 1 ) 11 7 S .LVL FLUSh' f e. (3)117 8 LVL HEADER ..r • I 7 ..._ L F _:Iil:._ :III -I - r......:._:I I• _.. , • Wall To Be Removed EXISTING FRAMING TO REMAIN t I EXIST.(3)13 X 117/8 ,-- ___ 1 "�-'1 ' 0 • e LVL �R _ I I I- ' c"=- Wall To Remain I I z m EX I 8 I I m line of New-Wal Above ! New Wall 5 + ewFoundation Wall m I� � -=�1 -I �• I - - - - - - � ' • � . � r- - - - - NEW 2x12 6 O.G.- - - - - - - 'I � - - Lines Above NEW OUTDOOR SHOWER 0. I ENCLOSURE,TBD EXIST.(3)13/4 X 117/8 J ' 0 zo a I R 1 cc •I a co , -- : a° • Lines Below LVL HDR \ oti > a v a ,� > 1 1 I n-- BEDROO ' i, ---c3 f I _ _ _- AC CONDENSER TO REMAIN 1- 7 A > = �j .� ° 1 I i� • i i' I �+ — — — — — Guidelines h • EXISTING WOOD .-'< • -+ b ' 11 Q 1 i' ' r ;_: • FLOOR TO REMAIN N a I �' o ,', �; -__ iLI 0 _ STRUCTURAL NOTES -..------ Fence O, D00' I I .00. u, I a a I co ' _ •w - - 1, ANTHONY POWER BEAM TO BE ROWER ;`, A I " °.° > 7<11X x I t''',=1, NE tQOl2 �__--�, CONTINUOUS OVER AT LEAST ONE4:1Door Tag ` I _ ___ -�_-, • h- --•o a4i ` M I el I I FLOORING&PATCH 04 a �' POST SUPPORT.DO NOT SPLICE AT _ 8 1 W • > m I '� 1 EE RE AS i ,';; EVERY POST Window Tag CEJ t GREAT ROOM c4,...1.1 "z m I Cr m � m � � I I. U • �' X t� L ,-� x •*� N REQ RED a 3 2v u� z 11 FAMILY ROOM y4 ,�„1 m 8 o I VI I• �i -' \e> =,. •4 OILTANK TO REMAIN cv -1I r v o i I , —1 Section X, -y m ` M y Sheet A-XXX 8 C3 2 _- - u� EXIST.(3}13/4 X 117/8 LVL W/ I I I - _ _ x , \------- II' EXISTING WOODe-iI `, - - 4-2X4 • � .._ - .�.- .N �_ � � t c C;) Detail Tag FLOOR TO REMAIN ;j (2)3/4"X 11"STL PL.FL HDR I I" OHIO' Lo 1111111111 r, -- i ,e' ci 11 m - - ;; REMOVE BRICK CHIMNEY ► Elevatbn Ta +151:55C i LL IN AREA OF CEILING �� � �� � ' g �:.J� NEW(3) 17/$LVL _ fir. " ' I ii" W ..`I II a ` ' -- .,, 14) I.._. tail. •i:. 'ice•�.�•�..• _ _ _ :na 11 ,MYt� - a•_ .ti IT. _ --- -i: , - - == - ' ' - REUSE EXISTING UTILITY SINK.NEW , 1 ,,,/,, �; 1 I te. + n -� — UNDERCOUNTER WASHER/DRYER Interior Elevation Tag r'� CNI 10 i ► 1 EXIST(5)2 X 4 POST II 6�aX4 - - °? • EX D xxx x ..I .10111111` - I / Watt W PIER BELOW I IOLLAH IQ X iA _ ��` 7�� ' I=__ / • : " POST , IE •N". .� ' EXISTING VANITY,SINK,FAUCET IIII /_ % _ ,,' /� Al .�Di I1 67 j •• � 31,/2" '111 Me.. 7'-41/2' �V AND MIi�ROR TO BE REUSED _� !! • a . . BAS --- �� �y Orr BER M I I3113131111119111111 ' 1 I \ jo' 1, r-i NI •off � Il i 1 _ El ,,aT II ,.I 1 Y}'} O�c 11 Al, x .y i J O > I I �` _ _ S1is�� ,.' ,,::" :r!ji'•r ,vi` .i;�' I o I WALK-iN C(,.11 -- - r 11 M � � 1 PAT EXISTING 11 ',;. 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