Loading...
HomeMy WebLinkAbout34433-Z FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETTON OF THE WORK AUTHORIZED) . PERMIT NO. 34433 Z Date FEBRUARY 13, 2009 Permission is hereby granted to': . z BERNARD W & WF KIERNAN b G 25 WALLACE DRIVE PLAINVIEW,NY 11803 �l � -, cc C-7- r. �v V for BASEMENT ALTERATION TO LIVING SPACE PER SCHD & TRUSTEE"APPROVAL, THIS REPLACES BP# 33690 . at premises located 'at 1605 NORTH PARISH DR. SOUTHOLD County Tax Map No. -473889 Section 071 Block - 0001 Lot No. 015 pursuant to application dated FEBRUARY 13, 2009 and approved by the Building 'Inspector to expire on(AUGUST . 13, 2010 ., Fee $ 420 . 00 Authorized Signature J ORIGINAL Rev. 5/8/02 _ s y FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33690 Z Date FEBRUARY 14, 2008 Permission is hereby granted to: BERNARD W & WF KIERNAN 25 WALLACE DRIVE PLAINVIEW,NY 11803 for BASEMENT ALTERATION TO LIVING SPACE PER SCHD & TRUSTEE APPROVALS at premises located at 1605 NORTH PARISH DR SOUTHOLD County Tax Map No. 473889 Section 071 Block 0001 Lot No. 015 pursuant to application dated FEBRUARY 8, 2008 and approved by the Building Inspector to expire on AUGUST 14, 0 . Fee $ 420 . 00 th rized ORIGINAL Rev. 5/8/02 FIELD INSPECTION REPORT DATE I. COMMENTS �d FOUNDATION(1ST) y ------------------------------------- r FOUNDATION (2ND) 'z 0 s� " i y ROUGH FR_4NIlNG& PLUMBING x �-3 INSUL,ATION PER N.Y. - -- STATE ENERGY CODE t ,J 7jq4O LL L- r FINAL 7K ADDITIONAL COMMENTS n c S i1cLQ o . z i 5C O I=i � b ,� y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health 7 SOUTHOLD,NYh1971 4 sets of Building Plans TEL: (631) 765-1802 1 Planning Board approval FAX: (631) 765-9502 `?� Survey �✓ www..northfork.net/Southold/ PERMIT NO. ` Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved ,20 Mail to: Disapproved a/c -y f: �r� .__...�n_ ,t"�, Phone: I !! S ,'i E pitation N_ _. . .i 20, 1 FEB , 8 211018 ZBu* nspector APPLICATION FOR BUILDING-PERMIT Date (P , 200V INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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. tf 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 remov r demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code;ho code, re lati,n , and to admit authorized inspectors on premises and in building for necessary inspec 'ons. ( ignature f applicant or nam ,if a corporation) C-)bf (Mailing address of applicant) State whether applicant iis,owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) I app 'cant is a corpention, signatu Tf d ly authorized officer (Name and titleW corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which pro d work will bo done: ov- 5 � l rli/� p House Number Street Hamlet County l B , �2 Tax Map No. 1000 Section lock Subdivision Filed Map No. (Name) 2. State existing use and occupancy of pre ses and inte ed use d occupancy of proposed construction: a. Existing use and occupancy t n 1 J I�UQ� �r1 b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration— Repair Removal Demolition Other Work (Description) 4. Estimated Cost ocyD 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(feach type of use. I 7. Dimensions of existing structures,if any: Front Rear l9 Depth l�! Height Number of Stories , I Dimensions of same structure with alterations or additions: Front (q• 'i Rear Depth L6 . I Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 1�� I Rear Depth 10. Date of Purchase l Name of Former Owner '1 Y 1(k ,yR W(; 1'lnd 11. Zone or use district in which premises are situated ' Q�1 en+l n I 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_X_ i as-7 Ind eltI(QL& DA . 14. Names of Owner of premises mcvi[! l�1 frtlprAddress Q to, V le�u �� one No. Name of Architecr►nyel,, k Sk��l AddressW a157 M o, Phone No -.z,4-LA 05� Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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. STATE OF NEW YORK) SS: COUNTY OF�5� 1 \, Y�C)n,\aS being duly sworn, deposes and says that(s)he is the applicant (Name of individual siddng contract) above na ed, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi '7ti day of e� • 20 J 72. Nota"iLb& ignature o Applicant Notary Public State of New York No. 01 L06054063 Qualified in Suffolk county commission Expires March 5,20 1 , James F. Ki't ,PA'sident AOf SO!/Tyo Town Hall 53 Jill M.Doherty,; ice- esident O l0 095 Route 25 Peggy A.D -,kers 'n P.O. Box 1179 Southold,New York 11971-0959 Dave Be`` en G Bob Ghosi` Jr. �� �Q Telephone(631) 765-1892 l�`,oU '� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 6713A Date of Receipt of Application: September 11, 2007 Applicant: Bernard & Carol Kiernan SCTM#: 71-1-15 Project Location: 1605 North Parish Drive, Southold Date of Resolution/issuance: September 19, 2007 Date of Expiration: September 19, 2009 Reviewed by: Board of Trustees Project Description: Renovate the basement and remove and replace the existing sanitary system. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Nathan Taft Corwin III, last revised April 17, 2007, and received on August 6, 2007. Special Conditions: None. Inspections: Final inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Cz James F. King, resident Board of Trustees JFK:eac 1F(►tic Southold Town Building Department 54375 Main Road Permit#: 34433 Southold,New York 11971 Permit Date: 2/13/2009 .. (631)765-1802 Parcel ID: 71:1-15 Expiration Date: 8/13/2010 BUILDING PERMIT RENEWAL LETTER Dated: 3/22/2011 Applicant: BERNARD W& CAROLE KIERNAN Location: 1605 NORTH PARISH DR SOUTHOLD, N.Y. 11971 Work Description: BASEMENT ALTERATION BASEMENT ALTERATION TO LIVING SPACE PER SCHD&TRUSTEE APPROVAL, A FEE OF$760.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT, THANK YOU. Owner: BERNARD& CAROLE KIERNAN Address: 25 WALLACE DRIVE PLAINVIEW, N.Y. 11803 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. Copy THANK YOU, SOUTHOLD TOWN BUILDING DEPT. o�Og'affG r. Southold Town Building Department 54375 Main Road permit#• 34433 off. y co �; I :Southold,New York'11971 Permit Date: 2/13/2009 (631)765-1802 Expiration Date: . 8/13/2010 Parcel ID: 71.1-15 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 7/14/2011 Applicant: BERNARD W& CAROLE KIERNAN Location: 1605 NORTHRARISH DR SOUTHOLD, N.Y. 11971 Work Description:- BASEMENT ALTERATION. BASEMENT ALTERATION TO LIVING SPACE PER.-SCHD & TRUSTEE APPROVAL. A FEE OF $760.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: BERNARD.& CAROLE KIERNAN Address:. 25 WALLACE DRIVE PLAINVIEW, N.Y. 11803 . The permit listed above has expired. -Please contact our office as soon as possible to begin the renewal process. All. work on the,.project must stop. on the .expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department �o�OguFF�t'fcoG. P.O.-Box 1179 Permit#: 34433 $4375 Main Road . . . . y Southold,New York 11971 Permit Date: 2/13/2009 (631) .65-1802 Expiration Date: 8/13/2010 Parcel ID: 71.1-15 Dated: 5/30/2012 Applicant: BERNARD W. &.CAROLS KIERNAN Location: 1605 NORTH PARISH DR SOUTHOLD Work Description: BASEMENT ALTERATION BASEMENT ALTERATION TO LIVING SPACE PER'SCHD& TRUSTEE APPROVAL. CODE 5/30/12 SEE FILE FOR DATES OF PREV. LETTERS Owner: .BERNARD W. &CAROLE KIERNAN Address: 25 WALLACE DRIVE . PLAINVIEW,NY 11803-2916 Your BUILDING PERMIT #34433 has been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector." Therefore,you have ten days.from the receipt fo this letter to submit a check made out to the Town of . Southold.in the amount of$760.00 to renew the building permit, or legal action will be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m. . Respectfully Yours, ---�OZO p2 � 97 - Michael Verity: Chief BVTding Inspector. 58 43 Southold Building Department cc: Damon Rallis Zoning Inspector ) MCCARTHY;MANAGEMENT, [NC LETTER OF TRANSMITTAL ' A6520 County Road"48 SOUTHOLD, NEW Y0RK,111971 y V 1, DAT JOB NO. ,, (631) 765 5815' # �., 3 ,.: I `ATTENTIO a ,,z RE: TO10O j 4s ` xe a" t ° s e ° _ WE ARE SENDING YOU D Attached D Under se crate co a � p' ver via• the following items. > ; ❑ Shop,drawmgs" ❑ Prints e 0°Plans�' .❑ Samples,, ©, Specifications _ 9° to Copy of letter D Change order COPIES DATE NO. DESCRIPTION c � v c l 1 + Lo 1 65,E A 1 -4 r V 07 m �S THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: PRODUCT 240T if enclosures are not as noted,kindly notify us at once. < McCARTHYMANAGEMENT, INC % LETTER OF`c465'20 County Road"48 ; `��, TRANSMITTAL , f{ SOUTHOLD,'�NEW YORKi 11971 ti ATE D, JOB NO. �� (633) 765�5815; ' 3l, �. ,, Q FAX (63i) 765-5816 ATTENT�oN 1 ^ TO RE.. 11 7 ti ' j V ,.Q € 01, . 3�1.: < V .. WONF X. e a e` <F n 1lVE BARE SENDING YOU ❑ Attached ❑ Under se &rate cover via, the following{teims:. i v p4 „ ❑ Shop drawings , ❑ Prints ❑ Plans El Specifications `' ❑ Copy of letter °❑ .Chan e order ❑ `° l a. sZ ,_ tier < . . COPIESDATE NO. DESCRIPTION or L4 n THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS TOWN OF SOUTHOLD COPY TO SIGNED: PRODUCT 240T if enclosures are not as noted,kindly notify us at once. ,'v'OTES: SURVEY OF PROPERTY 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: .'tl_s' 2• MINIMUM SEPTIC TANK CAPACITIES FOR A 8 BEDROOM HOUSE IS 2,000 GALLONS. SITUATED A T 1 TANK; 5' DEEP 10' DIA. W 3. MINIMUM LEACHING SYSTEM FOR A 8 BEDROOM HOUSE IS 600 it SIDEWALL AREA. BAYVIE2 POOLS; 12' DEEP, 8' dia. rv'X "-I PROPOSED EXPANSION POOL TOWN OF SOUTHOLD <- SUFFOLK COUNTY , NEW YORK � , ) PROPOSED LEACHING POOL S.C . TAX No. 1000 -71 —01 — 1 5 (_0 �SCALE � "=20' \ PROPOSED SEPTIC TANK _ ��oT13AYr� J U LY � 3, 2000 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD J�O T ], AUGUST 20, ,2000 LOCATED WETLAND FLAGS OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. (J .� `` S APRIL 1 7, 2007 ADDED HEALTH DEPARTMENT DATA s. FLOOD ZONE INFORMATION TAKEN FROM: COAL '2p'2�., i FLOOD INSURANCE RATE MAP No. 36103CO1 66 G 47.88, E ZONE AE. BASE FLOOD ELEVATIONS DETERMINED S ++ r / �05 O AREA = 29,232.01 SCI. ft. ZONE VE COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); ram. _ `�.y _ Jg �' ' 6 G / BASE FLOOD ELEVATIONS DETERMINED m r` 36 5 1 8 1 ' M . E N � . (TO TIE LINE) 0.671 CAC. ~ 70NE *' AREAS OF 50D-YEAR FL000; AREAS OF 100-YEAR FLOOD WITH AVERAGE �Llk. ._. ��"-- 47•90' 35,21 DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN SOIJAPL MILE: AND AREAS PROTECTED BY LE'JEES FROM 100-YEAR FLOOD i 1�Anfft2 E Y. .PEAS DETERMINED TO BE OUTSIDE 00-YEAR F'_00DPLAIN. '� C�J7��S i:oN� 5 WOOD nE r. =_ - WALL `rlE LINE ALONG Anq ills I�`� a I �,1 (� W 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND FU '= cN "• r• ra / L� L 1,' L, `I"I',I REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. a6Wr 16�HEAD 7. COASTAL BARRIER IDENTIFIED 11-16-90 SHOWN THRU: \ W BJ�kH 7; r �,r� rDC[ °r r,r,L wR ��'�: c 0. f �° , r clrN of LANDS . SEP 1 I L.UO/ 4W gUCk FY4ro •. ,rw JVO a1 FLOOD INSURANCE NOT AVAILABLE FOR NEW CONSTRUCTION OR SUBSTANTIALLY e H IMPROVED STRUCTURES ON OR AFTER NOVEMBER 16. 1990 IN DESIGNATED - ' act I. 1 U COASTAL BARRIERS. ` J. �_— _.. . _ Z�N FEN° _ �•,x CO �ll'ilJll Ili,' 1>0 °M or � `U � e, SrQOp rDfN]'IF/E BgRRrER egq,K °bLF PROPOSED SEPTIC SYSTEM DETAIL °w»` F4` �-` 16_9p if (NOT TO SCALE) , HOUSE TOP BURIED- 1 , S0 f r°q OF F FL z3,Z7: 4' DEEP n-a. FINISHED GRADE -- ELEV4 20 0 FINISH GRADE P cA Jj / �N4 j I r S7FIDS °f PRECAST REINFORCED CONCRETE COVER - 24'd;a. LOCKING, WATERTIGHT k INSECT PROOF— -�ELEV 20.0- - - 1 BURIED WEEP m;n 2' DEEP mq: CAST IRON COVER TO GRADE __ I 00 U- S f f r v �Op MIN. 4• d�a MIN S• d�a • `On rl, 1P 1' -- 'I f '�' J ✓ N1J,0p h .�, I EA'CM APPROVED P'PE 20•m�n \_.��-_ 20•min. APPROVED Pln �--- COy PITCHED 1 4' TOP ELEV. 19.0 1' _ 6 ;n \0 Sr �� SS PITCHED 1/e•/ I ^1FAr, U rEp I T] \ CROS;OVFF • m I07 p . A° t ��' W0p0 SrF°p° SrIA INV. EL. w I I WIPE • W 18.7 I F IN i I INVERT / ° LEV @.0. I T _FLOW EL_ 1 , • I p o I ` °frJro/, CK S°p0 1 —nel-r-F I F•I a� rt,: "• -- I ' 3 fad n,D IA470 BOBITOM ELEV. 9_d' _ S, \ SEPTIC TANK (1) — -- --- -- --- — �V 3` TO J4 TJC W \ ti 1 o :;G:,CRCTC SHALL HAVL•A MIM�IUAr-CO jv IAPRCSSIVE STRENCTH Or 3.']°O pal AT 2P DAYS __ _ SQ, NOTRrit, L,E.D / 2. WALL THICKNESS SHALL BE A MINIMUM OF 3�. A TOP THICKNESS OF 6" AND A POTTOM THICK NESS Of •- LEACHING POOLS_(2� ¢ No 6 \\ h°SfSrORyoya ALL WALLS. BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 P•f q�r r rqF r r q t A OK1, 4 Rq 3 ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 1 LEACHING POOLS ARE TO BE CONSTRUCTED OF PPECAS' PF'NFO - D 'YJ_ T O OV L) N L,NK I I O O (e Sf'Arq,C6/�ACc £ r°•0. f ♦ THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL O'REC''ONS fw'TH A MAT. TOLERANCE OF t t/4' LEACHING $TR JOTUAES, 1,00D DOMES AND/OR SI API, TENT f [S. J q nq Pr A GR•�E , B�OROO OS. ZQ� \�• �~ rn ON A IaNIMUM J' THICK 8[D OF COMPACTED SEND L ALL Cr7vFR5 SHAlI PF Or PRECAST REINFORCED COHr:TT (^Q FDIJ4) / / 5 A 10' min. DISTANCE BETWEEN SEPTIC TANK AND Hn0SF SHAI I BF VAINTAINR D 3 A 10' min. 0-", ANCF F471ATEN LEACHING POOLS A.N I rE q 1.'NE SHAI L ur uAINtA'Nc C X i 1 _� i93, 4 AN R' min DISTANCE BETWEEN All LEACIIIN'=J pM''`' D P ' TANK SHALL �`A,T,F TEST HOLE:,L �/ ~ 5 AN R' m-n DISTANCE BETWEEN ALL LEACHING POOL`. D SEPTIC TANK SHALL BE VAINTAINFD Q` ` ROOF 0p 00 o / A'C R Opp .. r Cr - r�4 •• ry . Srt`r� R .�,;k.uMwswr.ulwrwm .aw r.r+.:.,.. - - V E D w1 t" TEST _TIOLE DA TA ° Ap 3 ��� • e • • , • A • • • • . C 6- .4 OSA E ra. ..,I- I (TEST HOLE DUG BY MCL'S_.V%,t r) GEOSCIENCE ON APRIL 6. �OOi) - d"/ • �'+ ff (, M� Wd • r . fNC D r���•1 E..l_. e l o j� . . G N BL C 4.y •� y yo. ! Sr `OSu CAR OF T(3 -S N Dcw 0 R Ij A r 1 1 EL 19 0_ 0• • ,Y• OFSOUTFI OL�p DARK BROWN LOAN OL .,_ ` BROWN SILT Mt �� FL 1r P I..L -- 3' \Iy0 FOUIy° j ' .S• +'�y • d • • dl �JJ+9) _ / GRErSH BROWN SILTY SAND SM • d / \ ?I d ` • c,3 , (c t, n fl P. IA' L ./J�Abram J / d• t � PREPARED IN ACCORDANCE WITH THE MINIMUM I • �" ti • : r9 '� STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ! ' BY THE LIA.L.S AND APPROVED AND ADOPTED FOR SUCH USE B 4 Y THE NEW YORK STATE LAND PALE BROWN FINE SAND SP A d ' 3 • In TITLE J TITLE ASSOCIATION. • CO • ;' • , • • RH�D WIRES d -N _OF NEbyY 'EDGE a, O O PAvEM EL. 2E' 17' • ' / y. �C p 2 s°, D BrrOr •• p p S Y.S. Lic. No. 50467 LAhiD use$ PUBL�Nc 70•°o' UNAUTHORIZED ALIERATION OR ADDITION LrC 1 T T d F i n 'f I TO THIS SURVEY I i A VIOLATION OF WA I V d Q Nathan Taft Corwin o SECTIONTI 72LA OF THE NEW YORK STATE R EDUCATION LAW. • � •• • A. 9 Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL .'HALL NOT BE CONSIDERED ~~ TO BE A VALID TPUE COPY. CERTIFICATIONS INiJICATED HEREON SHALL RUN USES pWt CNC ONLY TO THE PERSON FOR WHOM THE SURVEY ►►����--11 IS PREPARED, AND ON HIS BEHALF TO THE KATfR O Title Surveys - Subdivisions - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 Fax (631)727-1727 TO THE ASSIGNEE:; OF THE LENDING INSTI- MION. CERTIFICATIONS ARE NOT TRANSFERABLE. MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED A7 AND/OR EASEMENTS OF RECORD, IF •�. 322 ROANOKE AVENUE P.O. Box 1931 ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead, New York 1 1 901-0965 NOTE,: SURVEY OF PROPERTY 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 20.0 SITUATED A T 2. MINIMUM TANK; 5 SEPTIC D TAN 10K CAPACITIES FOR A 8 BEDROOM HOUSE IS 2,000 GALLONS. BAYVIEW 3. MINIMUM LEACHING SYSTEM FOR A 8 BEDROOM HOUSE IS 600 sq ft SIDEWALL AREA. 2 POOLS; 12' DEEP, 8' dia. TOWN OF S O U T H O L D PROPOSED EXPANSION POOL SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-71 -01 - 15 PROPOSED LEACHING POOL SCALE 1 99=20' ° PROPOSED SEPTIC TANK J U LY 13, 2000 ° ,S'� Y �+ 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD v AUGUST 20, 2000 LOCATED WETLAND FLAGS OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. TFTO o 13 g APRIL 17, 2007 ADDED HEALTH DEPARTMENT DATA 5. FLOOD ZONE INFORMATION TAKEN FROM: S 7S, �� 3 SEPTEMBER 8, 2007 REVISED SEPTIC SYSTEM DETAIL FLOOD INSURANCE RATE MAP No. 36103C0166 G 2Q 27,, \ p�6 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 4 7 e \ 00 AREA = 29,232.0 Sq. ft. ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); •88, ECG (TO TIE LINE) 0.671 CSC. BASE FLOOD ELEVATIONS DETERMINED (� m/o 8 1 G (0 MCtj ZONE X': DAREAS OF EPTH OF LESS THAN FLOOD; AREAS OF OR WITH 100-YEAR DRAINAGE AFLOOREAS LESSHTAVVNRAGE 4 `1 S 47 6'`5, " E 1`� ao 1 `�' + N 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. ^N Fcq •9O 35.2 ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. WOOD 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND nE WALL TIE LIN _ ALONG qppA REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. Bu RAG i ENT HIGH Wq I 0 6AW 1 6�Ht� FLAG � R MA{}K 7. COASTAL BARRIER IDENTIFIED 11-16-90 SHOWN THRU: Bu LANDWARD I rlllc �,c 2 0 0.3 E HfAp B 4' ON SGO BY OGLEN JUnSDTAL WETLgp1DS AS G EPTEMBEA 14 • OF JMO C NSULTING FLOOD INSURANCE NOT AVAILABLE FOR NEW CONSTRUCTION OR SUBSTANTIALLY eBCKH D ppD I i000 Q IMPROVED STRUCTURES ON OR AFTER NOVEMBER 16, 1990 IN DESIGNATED I COASTAL BARRIERS. 2 BULKH I WO 2 NF 'W. Bp DECk O4r WALL EOM OF INK p A sr,0 lDrN FAL BgRRI PROPOSED SEPTIC SYSTEM DETAIL ` WECC r fO 11-16 (NOT TO SCALE) 90 HOUSE TOP BURIED F.FL. 23.77 4' DEEP max. FINISHED GRADE /J!TCA PRECAST REINFORCED CONCRETE COVER FINISH GRADE a W TOPFW BUCKNBURIED 1' DEEP min. 2' DEEP max. dio. LOCKING, WATERTIGHT & INSECT PROOF ELEV. zo•o �ti 2 QgNK o/Cy W�pps OEAD ST IRON COVER TO GRADE Q �, MIN. 4" dia. N. 2�3 q r �YPOp OfC `X`� W BB. APPROVED PIPE 20"min O'min. APPROVED PIPE dia. d TOP EL 18.1' �. J K tl/� HOOD DE�O TB. ' PRCHED 1 4' 1' TOP ELEV. 19.0 PRCHED 1/8"/1' 8" . 8 3�J \q CwOOp h .*� BENCH INLLIO 4 a \ INV. EL. y 1 N o .° 4INI " dia. SAND • U \ \ p�R �OpD BU�NfgD 18.2' ELEV. 18.0 v o 'o' aD INVERT ° m_ P PESSOVER ° f ° COLLAR �n ��I \69\ SWO ID I S 1.3'W • ELEV. 17.5 ^'` J 1y0p fP' WOO B OFFLE e o ��� \ BOR £pOD S>Fp PLO Q CK WOO CK W d ° rn \ \ STEPO S OOD ' r \ ��f O r!�lU' I I BOTTOM '1 ? GROUND WATER ,T� 0 1 .9, ^� WOOp DECK BPWOOS [�24� k 0- ELEV. � tW N o O SEPTIC TANK 11 o AP 3>.e Q; c, 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. --- - ----- - ---- --- - 3$ 4 S£!7-I'C HIM O Q o TD C S)- ATF a \ r,4 3 2. WALL THICKNESS SHALL BE A MINIMUM OF 3", ATOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". 3 SE BF /� STf `� \ N 1 U ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACHING POOLS (2) E NDT£fdfO�ED ec ? O 7 3. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. C NO. G / l%U Sj0IVIV 4. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF f1/4") 1. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) CHAIN CIA1 r I H Ug $r G FRq CSO Q a ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. FENCK� e 4 M, 10.0. 5. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 3. AL70'Omn.SDSSTANCE BETWEENHALL BE OF CAST LEACHINGFORCED CONCRETE POOLS AND WATER(OR EQUAL).L1NE SHALL BE MAINTAINED. / ° ° �8 efDRO, 160AC'E �Q�'Y\)(4t A'F J 4. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. / 1 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. EFuCf TEST HOLE 9.S' o � �1 (L. 1 \� tR00r0 N Of FFL 2i 100, C NC. veR cv t� Y xxx / COOP 12 4' 7WOO z D ~� °° ° • .. S RICK .. S o G0 e •f _dPROOF° ^� 3 TEST HOLE DATA o y a0��8 °. ° °; y ° ° e NC P R H N N (TEST HOLE DUG BY MCDONALD GEOSCIENCE ON APRIL 6, 2007) 3 y�G� ° d ° e% .° ` a a ° ' 6 OU7$I W '0 ASP e a' �1 6 Show, EL 19.8' 0. as .° ENC .-•-------^ '� o 6E�'GaN BLOCK C .1'14LT .°.. Y Cam'i�nr•-" I f^titu.t�•'.L nil`as1 �i+ EL 18.8' DARK BROWN LOAM OL (� O ; f�'9 O{? Ay d. D CO 1. ^ 3 °d' a° °. A°° e N 9' hOSTfPs OOP SURE O� A ,ndu:tlnd� M lj t.n i L.r•.:4.,.-.;r• 17 s! L.: Ta..�. 5 y♦ -{ �Wiz;' _n,. BROWN SILT ML CO �dll C` EL 16.8' CCb1:i`1:�i4 form d °. d.' ° COONC FpUND ° Q/ ;° a e .e �' N 6 •'° p pC Wq�MON. 19.7 ,•e'. e GREYISH BROWN SILTY SAND SM � 4 a � � °Q ° o \ U3 ° c U a wJ EL 9.8' 10' 1d`{1� C"y, S�Z i ° d° S \` i CnCI)) POCE rn hI d e O 3 ('.PREPARED IN ACCORDANCE WITH THE MINIMUM � O f�� Q Iti \V11 STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ° ° \ J / a n -1BY THE-L.1.A.L.S. AND APPROVED AND ADOPTED �� e ,FOR SUCH USE BY THE•NEW..y,QRK STATE LAND 3 2n.,, A.:•°" e °° TITLE ASSOCIATION. PALE BROWN FINE SA D SP �P "' ! 3� °• °.• kFT CC) CO 1�•, s t�'j," e ,r Z NO p V, \ ° °• EL 2.8' 17' a• ee. .. a 1t' r fF -ply °\ 19.6 T 1 e • `�Y ��I:6G,�1�.T �RIsv d a' • '• °• °• ° x S-U d •.di't'�9o(,i.�. 0. . �• time vv{�^J�'1FC71'P, ° .° •°� �S \ NND N ,�24'S V'�..�"�..._....•- .�>"' Pw'I^;'TR� 0ri. Pit . air '° QQ MON. W `OiIA.nF,JI NX.S. Lic. No. 50467 G"15+�(`! d`„�,FI'_ti°ewe 5 `.if� .� ly� W4rt, T� . . \ . UNAUTHORIZED ALTERATION OR ADDITION �•,� PS fS DIyFC e ° + ° .. ° °' ', 1 \ ■ TO THIS SURVEY IS A VIOLATION OF ) - /.0 f' PUeC�IIVG 4 70.00, Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STATE •� ^� ,� �. ��,c) �7 IJ 7 EDUCATION LAW. ^ tI I C WATE �C V� d ° d•' ° ®t:l+.•• !� `l'� I es.e..?.6ai:C � R x °• •° .• 4• q COPIES OF THIS SURVEY MAP NOT BEARING , Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR ' A'm�=�„�.�----' Z•i• "til EMBOSSED SEAL SHALL NOT BE CONSIDERED �lPP.O`1.120 TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN T®;FtiLB'�:�'t' . !s•:-�,e tv:'. FOR Title Surveys - Subdivisions - Site Plans - Construction Layout SNLY PR PARED, ANDTO THESON ON HIS EHHALFTHE TO THEV� E 1°Ep �FPCZ".. � TITLE COMPANY, GOVERNMENTAL AGENCY AND -- BUC LENDING INSTITUTION LISTED HEREON, AND WATER 0 PHONE (631)727-2090 Fax (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P.O. Box 1931 AND/OR EASEMENTS OF RECORD, IF RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 ANY, NOT SHOWN ARE NOT GUARANTEED. NOTES: SURVEY OF PROPERTY 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 20.0 SITUATED A T 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 8 BEDROOM HOUSE IS 2,000 GALLONS. 1 TANK; 5' DEEP 10' DIA. B AYVI E W 3. MINIMUM LEACHING SYSTEM FOR A 8 BEDROOM HOUSE IS 600 sq ft SIDEWALL AREA. 2 POOLS; 12' DEEP, 8' dia. TOWN OF S O U T H O L D PROPOSED EXPANSION POOL SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-71 -01 - 15 PROPOSED LEACHING POOL SCALE 1 "=20' ° ° PROPOSED SEPTIC TANK r J U LY 13, 2000 ,S'� 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD v O AUGUST 20, 2000 LOCATED WETLAND FLAGS OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. � O APRIL 17, 2007 ADDED HEALTH DEPARTMENT DATA 5. FLOOD ZONE INFORMATION TAKEN FROM: S 7Se LD g �� SEPTEMBER 8, FLOOD INSURANCE RATE MAP No. 36103CO166 G 20' 2007 REVISED SEPTIC SYSTEM DETAIL 27" ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 47 , E \ ,L CO AREA = 29,232.01 Sq. ft. ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); ^ r . "88 r �PcO (TO TIE LINE) 0.671 aC. BASE FLOOD ELEVATIONS DETERMINED ioS $1°36+� �� e �� 1 6" G qj ZONE X*: AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE �O CV 4 3 5 1 E -7$ ,�� / N DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN ^N SAG , 35.2 r, 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. AL ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. .� _ IAL 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND Wool) nE WALL TIE LIN REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. WALL 0.6'l BU SAG ' SONG Al'1'A ENT HIGH WA ER 1.6EN�D FLAG � MARK 7. COASTAL BARRIER IDENTIFIED 11-16-90 SHOWN THRU: BUU� LANDWARD E I 'L FlAc 2UOv 0,3 f NERD GE 9B a. ON SEPTEFLAGGtD MB PLEN JU OAL WETLANDS AS G FLOOD INSURANCE NOT AVAILABLE FOR NEW CONSTRUCTION OR SUBSTANTIALLY oUCkH D . I ER 14 I00 of C' AS I 300o IMPROVED STRUCTURES ON OR AFTER NOVEMBER 16, 1990 IN DESIGNATED I COASTAL BARRIERS. 2 °p0 BuckNfaD Zo FrNcr woO W CO BO)TO °fCk AS NF X oiAw M of INK w f� P°f I N90, I DCN Ft t p RR C R PROPOSED SEPTIC SYSTEM DETAIL (NOT TO SCALE) 6-90 HOUSE TOP BURIED F.FL 23,77' 4' DEEP max. FINISHED GRADE / S0 ELEV. 2= FINISH GRADETOP OF BULK, PRECAST REINFORCED CONCRETE COVER 24"dia. LOCKING, WATERTIGHT do INSECT PROOF ELEV. 20.0 h C41, B9/vk j/�yp0 p BURIED 1' DEEP min. 2' DEEP max. CAST IRON COVER TO GRADE C,�� �` HYPO 2 W S MIN. 4" dia. 2 r D Of APPROVED PIPE 20"min,--.J 0"min. MIN. 4" dia. d TOP EL. 18.1' 3. U CK d WOODDeOO TB,�+3 PITCHED 1 4" 1' TOP ELEV. 19.0 m {yO o ,r Bf APPROVED PIPE Ck INLETPITCHED 1/8"/1' 6 e 3J \ q a2 \ CoD 'a "> NCN ^: 0 3' CLEAN a 4 (z) U \ R U INV. EL. 3� ° 4" dia. SAND C7 \ \ I ST��D B CkMfg0 18.2' ELEV.INj§Q LA a, �� a' INVERT ° m_ PPESSOVER ° ° COLLAR j ���j \6g\ S o w I S 13'W ' ELEV. 17.5 ,r�,�Z �?` �� µOOP TfP' FP° W 3 oo FLOW ' BAFFLE a rn \ \BO\ fCK WOOD °f�D w0 MM Z \ t0, � BOTTOM 3• GROUND WATER 3 +y 2 c u m 13. WOOD S 00D o 4 44 y 9 iv °fCk /FPS 42 O~ SEPTIC TANK (1) - a 3>.8• Q o u S Appi p __ Q ~ 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. -- -- -- - 3 4 4 / klM O Q 2. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". 3 SFF BF RE YSTFM__--+'� N 1 �� w =u ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACHING POOLS (2) NOTF MOvFD & ? O �� 3. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 1. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) C//q/N Na. 6 / yOUSfSTORY ^ O AE J 4. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF ±1/47 UN /./ & F iy oQ ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL LEACHING STRUCTURES. SOLID DOMES AND/OR SLABS. �NCk 0(/Sf Gq RAMP 1 ?0 v, 5. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 2. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). E ° O (8 6 Na. 16RAGE Q0' NF W �, 3. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER UNE SHALL BE MAINTAINED. FDR00 OS IQ F\�'W �' zi 4. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. MS1) "> �. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. tvcc TEST HOLE \ 19.5• 0 8 F N L �� CO oo,0 cv 4 E2 �?' 10 0, N� L•FR N �l / COOP o repO ti n° ° • S R1Ck .. S O UR0 edr 4 )Fps Poor e. •.° QN O N O TEST HOLE DATA O ���. °. °: ° a C. POR H N a (TEST HOLE DUG BY MCDONALD GEOSCIENCE ON APRIL 6, 2007) •^ � �vGq� E ° .°d ° °� ;° ° 6 )$/0 .d ° ° •° �'' 6' S.HO R f1 19.8' 0, M�p� 0 '°< e WN BLOCk C RB d °. ENACT DRN CONC f fNCCOSU/lf DARK BROWN LOAM OL CO O .°d' .° qY° �n O_ ST � EL 18.8' 1 ^ 3 A. ° e d N 8'0' STFPS OOP BROWN SILT ML ° ° " 'd.' ° CONC,FOUND 1���/ ° d I °.'d N • °. ;16• ° pC Wq�MON 19.7 °. .. °'• A. GREYISH BROWN SILTY SAND SM \ / d •' e W ° /y d e n •44 1 'e 4 7Y ° PREPARED IN ACCORDANCE WITH THE MINIMUM 9e 10' d 24 �� I�, Poll- 2 / d STANDARDS FOR TITLE SURVEYS AS ESTABLISHED „�.• :a ° \ J n O BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND ° ° TITLE ASSOCIATION. PALE BROWN FINE SAND SP •• A CID NO EL. 2.8' 19.6 ° gVftlfNT \ ` Cl) ° 4A. X ° ° �j ND ? plik/C ' 1`� e 4 C° °. .e SS"O \ CONC MON, 4 5o ry W N.Y.S. Lic. No. 50467 ATFR lly �s 0 \ STREET . •' . : .. 1 \ UNAUTHORIZED ALTERATION OR ADDITION ��' TO THIS SECTION SURVEY OFSTA VIOLATION O STATE U$FS Pwj��/`N(, 4 ° a ° .' ° ° \ �0 00' Nathan Taft Corwin III EDUCATION LAW. WATER T ° d•. ' I X 'A. COPIES OF THIS SURVEY MAP NOT BEARING1 Land Surveyor THE LAND SURVEYOR'S INKED SEAL EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 1-�I CERTIFICATIONS INDICATED HEREON SHALL RUN ~� ONLY TO THE PERSON FOR WHOM THE SURVEY USES DK,FC F-+-� Title Surveys - Subdivisions - Site Plans - Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE U /VG Fly TITLE COMPANY, GOVERNMENTAL AGENCY AND P 6ClC I�LI LENDING INSTITUTION LISTED HEREON, AND wATFR C)PHONE (631)727-2090 Fax (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI- E-1 MION. CERTIFICATIONS ARE NOT TRANSFERABLE. ' OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY Q 322 ROANOKE AVENUE P.O. Box 1931 AND/OR EASEMENTS OF RECORD, IF RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 ANY, NOT SHOWN ARE NOT GUARANTEED. ER�NRITERS CERTIFICATE 50'-2 !"? 0 2'-Iw 51-611 2'-8w 10'-I, X-50 �211.9 11( P.P.fc ZI(v— (;C)M-FLY V�IITH /\H- OF III—in "'NIOTIFY PT,1,1,,! "! ), ' , "TMENIT AT NEW , f- TC'Y' "ODE 1/2" GYP. BOARD ON 2x4 ,-37)-V20? F,01 FOR THE S : FRAME W R-11 BATTING FC:-1-O'N1NG A R E Q J;REF 1. FO'UND1;T10,',1 - T1,`10 R"01YRED / .,. :C FOR POURED CUNCRET V,:AG BOA1 2. ROUGH , FRI & PL.j'M1c]!NG ZEE INSULAT101, r a. rj%11-7", [j(' 11, < I MUST 26" BE COMP-LFiL F",:-% �',.O. I to dock above 4. FINAL - C, # y Cl;r�,LL MEET THE ALL CONSTRUCTION REQUEP'�,17-INTS OF THE 000ES OF N - L x ---------- \—-- YORK STATE. NOT RESPONSIBLE FOR INFILL EXISTING WINDOW ZINFILL EXISTING WINDOW �,,-NCY OR DESIGN OR CONSTRUCTION ERRORS. rj/GONG, BLOCK m/CONC. BLOCK r �EXISTING WINDOW To UNLAWFUL REMAIN U VjJHOUT CERTIFICATE Lu PLO BIN PROVIDE)JO GYP. BOARD ON 3: --------------- PLUMBING WASTE OF OCCUPANCY t GUT NEW OPENINGS IN WALLS AND CEILING. ---------- ALL P I EXISTING MASONRY WALL &WATER LANES NEED z TESTING BEFORE COVERING UA UP RECREATION ROOM PLUMBER CER TIFICA TION 51 ft. X I'LV2 ft. i ON LEAD CONTENT BEFORE CARPET ON PADDING CERTIFICATE OF OCCUPANCY uj BEDROOM #1 SOLDER USED IN WATER 15 ft. ALL CONSTRUCTIO.N SHALL z C.-APtIOBT ON PADDING MEET THE REQUIREMENITS OF THE SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. 2' 4 4' CODES OF NEVV YO-,K,STATE. d BUTTRESS TO BE TIED INTO + REBAR AT TOP AND BOTTOM EQUAL EQUAL I"m# 2-5" SUN ROOM 11 _j above OF WALL AND FINISH 6 r 0 SLOW FINISHED 6P.A0E LL L x &Q >,>, PROVIDE #5 REBAR 120 f LONG AT 120 0/6. DOWELS FLOOD ZONT, — / 0 PROVIDE GONG. WALL TO 61, ABOVE FINISHED &RA c, s 0E waoffit cibove WALLWALLMINIMUM 6" AND COMP " Z LY WITH CHAPTER 46" uj REINFORCED W (2)-05 REBAR HVA4 SOFFIT ABOVE. GROUTED. FLOOD DAMAGE PREVENTION MAINTAIN CLEARANCE --------------------- 166 DOWN FROM TOP OF WALL. SOUTHOLD TOWN CODE. HALL To BEAR ON OnDEEP X 16" - ------------------------j uj -5 (Typ'AIDE COW-.. FOOTING --- ---- AT E'Oop ---------- REINFORCED rV (5)-#4 REBAR, HALL uj boiler CARPET Ot I 12AX01 • -------- qp THICK GONG SLAB REINFORCED + BEDROOM #2 J- W 6xb, IOAO ".M.. SLAB TO FINISH 40 BELOW EXISTING BASEMENT 15 ft. x 1% ft. BATH ® SLAB. PITCH SLAB AT 1/5" PER CARPET ON PADDING I CERAMIC, ry FOOT TO 26 MINIMUM OUTLET FLOOR ------- TILE MECH. RM. ON COW,. TIED INTO 1k 40 THICK COW, SLAB REINFORCED L----------- x 71 PROVIDE PROVIDEI Y wxN &-top. DRYYT:LLS. W 6xb, IOAO KKM.. SLAB TO FINISH EXHAUST E30APO YOLLS AND CEILING 4" BELOW EXISTING BASEMENT FAN T1415 SPACE. SLAB. PITCH SLAB AT 1/8" PER HVAC, UP LP-------------- FOOT TO 2" MINIMUM OUTLET FLOOR C 0 DRAINS AS SHOWN AND TIED INTO ;3 Dwyel-I-S. PROVIDE #5 REBAR 12" LONG AT 120 O/C,. DOWELS CONNECT WASTE LINES TO GONG. YVA1.L TO 6" TO BE SET INTO.EXISTING EXISTING SANITARY SYSTEM. A50\1-2 FIN15HED GRADE WALL MINIMUM 6" AND I I REINFORCE D W (2)415 REBAR GROUTED. I I&N DOWN FROM TOP OF WALL. Z. WALL TO BEAR ON 8NDEEP X 160 AIDE Clow.,. FOOTING U) REINFORCED W (5)-#4 REBAR, -- ---- ----------- Ar" -j 0 --------------------cm am A%aft E M E T F I IN I b" 1,10 E!"3,&p P L A I ME AI!4r= Lu _j 41 UJ- 4 Z LL L--------- SCALE: 1/4" V -0" N in W. N *NOTE: - --------------------- i ._ E #5 RMAR 12" PROVIDE SMOKE AND CARBON 0 DIOXIDE ALARM' PER CODE. LONG AT 12 O/C,. DOWELS TO BE SET INTO EXISTING WALL MINIMUM 62 AND GROUTED. S oF NEW C. u) f Cjs18350-Alfi I RED ARCS r above R'OJECT NO: DRAWN BY: Cs DATE: 2/7/08 MALE: 1/4it 0 I i SHEET TITLE: L-----------------------------------------------------------------------------j BASEMENT PLAN SHEET NO: