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HomeMy WebLinkAboutTR-8399 John M.Bredemeyer III,President ,�� ��QF ��Ur4/0 Town Hall Annex Michael J. Domino Vice-President �� 54375 Route 25 ' �1 Ali P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski `� .. Telephone(631) 765-1892 Charles J.Sanders `�I�CGU� . � � Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTFICATE OF COMPLIANCE # 1197C Date:February 2,2016 THIS CERTIFIES that demolition of the porch/deck on the existing two-story dwelling;demolish existing detached garage;raise the dwelling and construct a 687.6 sq.ft.two-story addition on the landward side; construct an attached two-story, 1-car garage on the westerly side;construct a+/-562 sq.ft.covered porch with two sets of steps to ground on seaward side of dwelling;and the addition of 800 cubic yards of fill;abandon existing septic system;install a new septic system with retaining walls+/-3'above grade and approximately 170' combined length around new septic system;remove/replace existing privet hedges for construction;add beach stone 4"-6"in diameter along the landward edge of the bulkhead framed with 4"x4"posts;create a wall of boulders in a single row against the top of the embankment;and re-vegetate areas with native vegetation; At 1030 West Lake Drive,Southold Suffolk County Tax Map#90-2-3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 17,2014, pursuant to which Trustees Wetland Permit#8399 Dated April 23,2014,was issued and Amended on June 18,2014 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 demolition of the porch/deck on the existing two-story dwelling;demolish existing detached garage;raise the dwelling and construct a 687.6 sq. ft.two-story addition on the landward side;construct an attached two-story, 1- car garage on the westerly side;construct a+/-562 sq.ft.covered porch with two sets of steps to ground on seaward side of dwelling;and the addition of 800 cubic yards of fill;abandon existing septic system;install a new septic system with retaining walls+/-3'above grade and approximately 170'combined length around new septic system; remove/replace existing privet hedges for construction;add beach stone 4"-6"in diameter along the landward edge of the bulkhead framed with 4"x4"posts;create a wall of boulders in a single row against the top of the embankment;and re-vegetate areas with native vegetation. The certificate is issued to CYNTHIA&JOSEPH SCHAFER owners of the aforesaid property. ariN 80010,141 Authorized Signature ��i-. • so�j = • John M.Bredemeyer III, President �i ° f o��oy, - Town Hall Annex Michael J. Domino,Vice-President �1 '` O ; 54375 Main Road P.O.Box 1179 James F. King,Trustee Southold, New York 11971-0959 Dave Bergen,Trustee G Q .O I Telephone(631) 765-1892 Charles J.Sanders,Trustee �O,f, („, •� Fax(631) 765-6641 COM,�,,• BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 18, 2014 Cynthia & Joseph Schafer 8 Eagle Lane Manorville, NY 11949 RE: CYNTHIA & JOSEPH SCHAFER 1030 WEST LAKE DRIVE, SOUTHOLD SCTM# 90-2-3 Dear Mr. & Mrs. Schafer: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, June 18, 2014: RESOLVED, that the Southold Town Board of Trustees APPROVES the Administrative Amendment to Wetland Permit#8399 to abandon existing septic system; install a new septic system with retaining walls +/-3' above grade and approximately 170' combined length around new septic system; remove/replace existing privet hedges for construction; add beach stone 4"-6" in diameter along the landward edge of the bulkhead framed with 4"x4" posts; create a wall of boulders in a single row against the top of the embankment; and re-vegetate areas with native vegetation; and as depicted on the revised site plan prepared by Mark K. Schwartz, AIA, last dated April 1, 2014 and stamped approved on June 18, 2014; and as also depicted on the project plan prepared by Joseph Schafer, received on May 22, 2014 and stamp approved on June 18, 2014. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, dv,"-- qv* 6.44,61,940, John M. Bredemeyer III President, Board of Trustees • John Bredemeyer, President 01., 0Fot Town Hall Annex Michael J. Domino, Vice-President ����� ��oa ; 54375 Route 25 James F. King P.O. Box 1179 Charles J. Sanders gr Dave Southold, NY 11971 Dave Bergen Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field Inspection/Work Session Report Date/Time: CYNTHIA & JOSEPH SCHAFER request an Administrative Amendment to Wetland Permit#8399 to abandon existing septic system; install a new septic system with retaining walls +/-3' above grade and approximately 170' combined length around new septic system; remove/replace existing privet hedges for construction; add beach stone 4"-6" in diameter along the landward edge of the bulkhead framed with 4"x4" posts; create a wall of boulders in a single row against the top of the embankment; and re- vegetate areas with native vegetation. Located: 1030 West Lake Drive, Southold. SCTM# 90-2-3 Typ f area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland 1 S / Part of Town Code proposed work falls under: Vhapt.275 Chapt. 111 other Type of Application: \ Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Storm Water Management Review: Yes No Not Applicable Info needed: Modifications: Conditions: Present Were: \A. Bredemeyer \ . Domino 'UJ. King 1C. Sanders Bergen Bay Constable Other Form filled out in the field by Mailed/Faxed to: Date: • John M. Bredemeyer III,President ,/1',gufFik4- Town Hall,53095 Main Rd. Michael J. Domino,Vice-President ,s'�� Co 4 L P.O.Box 1179 James F. King ;% ,b Southold,NY 11971 Dave Bergen :O *"I`' Telephone(631)765-1892 g -, 19 *oil Fax(631)765 6641 Charles J.Sanders -- 1 4 ,,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE F INSPECTION: 2-A-40 11, 2-0/` ,, . Ch. 275 Ch. 111 INSPECTION SCHEDULE /Pre-construction, hay bale line/silt boom/silt curtain 1st day of construction % constructed Project complete, compliance inspection. INSPECTED BY: M, Piti t.l 0s Pr .0---,61i- ,✓ COMMENTS: 1444 BifL,FS /tic-F1' -to ' 574,/e. -',b / i✓ ItAct- d! ,. .0-r ,--/ ;r l c, Zo!y ---7,,,I /9 . CERTIFICATE OF COMPLIANCE: • • ',,,,,E0 ' John M. Bredemeyer II[, President ,''( $Uff01,�. Town Hall,53095 Main Rd. =- Michael J. Domino, Vice-President ,1 S COGS P.O. Box 1179 James F. King ; H Southold,NY 11971 n, � Charles J. Sanders y,* 0.11L Telephone(631)765-1892 Dave Bergen "' �'` Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE ).7. Pre-construction, hay bale line 1st day of construction 1/2 constructed / Project complete, compliance inspection /-' `" ; '` l /�''" `lam ,�. . A, n w , v 4 tc,kg • Z.:* l BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK -..- •••. .:1..,',- ,- ' - ,.,, ' ate , PERMIT NO. DATE: APRIL 23, 2014 • • ` j %' _ ISSUED TO: CYNTHIA & JOSEPH SCHAFER ' "' ,_- ',,,e PROPERTY ADDRESS: 1030 WEST LAKE DRIVE, SOUTHOLD �-„ D `' , • SCTM# 90-2-3 { AUTHORIZATION <<, ' Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 23,2014,and in c consideration of application fee in the sum of$250.00 paid by Joseph&Cynthia Schafer and subject to the .! Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits :: the following: c Wetland Permit to demolish the porch/deck on the existing two story dwelling; s. 7)//) demolish existing detached garage; raise the dwelling and construct a 687.6sq.ft. two .;, € story addition on the landward side; construct an attached two-story,l-car garage on :» i, • the westerly side; construct a +/-562sq.ft. covered porch with two sets of steps to ground on seaward side of dwelling; and the addition of 800 cubic yards of fill; and as 1 N` depicted on the siteplan prepared byMark K. Schwartz,AIA, last dated February12 ' p p P( 2014 and stamped approved on April 23, 2014. .-...-4,1 IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, :;% rte. and these presents to be subscribed by a majority of the said Board . of this date. 1 i I ,C ���.......�_ it1. _ i _ _ i'' pf FO(,,,; \ ,.?i,,, O r , tr 1 _, ��� 1 r:7—: '\\,t11 Dave Bergen-Absent y , ) ., ,, . \-741'1 E * �ao� — 0�,, -:•,..-:: f' \\ " \1 „ 1- \\ ; I/ \\ // \\ V\A'---I/ \\ ' TERMS AND CONDITIONS The Permittee, Cynthia&Joseph Schafer, residing at 1030 West Lake Drive, Southold,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. 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. • i//, • pFSO(/T John M. Bredemeyer III,President �o".g$* y� - Town Hall Annex Michael J.Domino,Vice-President l0 : 54375 Main Road P.O. Box 1179 James F. King, i Trustee y Southold, New York 11971-0959 Dave Bergen,Trustee G , Charles J. Sanders,Trustee � � Telephone(631) 765-1892 ICOUNTA to Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 23, 2014 Mr. Michael Kimack 321 Riverside Drive Riverhead, NY 11901 RE: CYNTHIA & JOSEPH SCHAFER 1030 WEST LAKE DRIVE, SOUTHOLD SCTM# 90-2-3 Dear Mr. Kimack: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, April 23, 2014 regarding the above matter: WHEREAS, Michael Kimack on behalf of CYNTHIA & JOSEPH SCHAFER applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated January 17, 2014, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on April 23, 2014, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 • • WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of CYNTHIA & JOSEPH SCHAFER to demolish the porch/deck on the existing two story dwelling; demolish existing detached garage; raise the dwelling and construct a 687.6sq.ft. two story addition on the landward side; construct an attached two-story,1-car garage on the westerly side; construct a +/-562sq.ft. covered porch with two sets of steps to ground on seaward side of dwelling; and the addition of 800 cubic yards of fill; and as depicted on the site plan prepared by Mark K. Schwartz, AIA, last dated February 12, 2014 and stamped approved on April 23, 2014. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $100.00 Very truly yours, 914— 'Pv% etielibriarSir John M. Bredemeyer II President, Board of Trustees JMB/amn • • . ,,,, John M. Bredemeyer Ill, President OOFFOUr Town Hall Annex Michael J. Domino, Vice-President �/jy4� oG� 54375 Route 25, P.O. Box 1 179 7.1 James F. King ia ye rft Southold,NY 1 1971 Charles J. SandersC �,►, Telephone(631)765-1892 Dave Bergen "S' �' ' Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: i �hae Kima_e_- -4( Cjvi4-hit -t hseph Scha-der Please be advised that your application dated I /j7/p-( has been reviewed by this Board at the regular meeting of Li"- 2( I and your application has been approved pending the completion of t e fo owing items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1st Day of Construction ($50.00) %2 Constructed ($50.00) V/ Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: , TOTAL FEES DUE: $ IOC) n D 1414 BY: John M. Bredemeyer III, President Board of Trustees 110 REVISION: HEALTH DEVELOPED FEMA FLOOD FEMA FLOOD• • g s Y, E�°'�j 00/00/2009 DEPT. PUBLIC WATER ZONE VE 10 ZONE AE 6 TEST HOLE $E•.« E. E V BROWN LOAM OL M (LOT 117) EXISTING GARAGE ----' --_- BRCM1WN ALTY SAND SM ,-. ](�� At+1 Ar�•j ' 3 BROWN FUZE TO E W f.��k 1 COARSE SAND SW T Z• UTIL7Y !TC ( f} t T R`(TLJ (+t' w �� N 21°14'40" E 108.1' ,Q°LE , _ )( scRV10ES ,, ca ►= n n n n c, (� 0 � ' ASLTEft�AGT. T EL.5.0 ,i • -_s v a O O O JETTY O O r TTION I 4 d Q' �' LIMITS OF�J - • Or 44 SEPTIC i f� LU U I.— O CLEARING (TO BE REMOVED PER I l/1 WATER BROWN E°W1D NE — z 1"� Z _' IAj l4 ----------------- "" , _ KHDS R; MENoir = F� O o lLt v, twAo C • • •_ •' 'B) /x FINISHED GRADE 1 1 4ZU V Q in =1 nve 0 > s llt m WATER ENCOUNTERED 4r6ELOwSURFACE - �' o O N nn=1111...11.1:<1III o :44 [L v. ¢ GAi1AGFti , = F-- ?J _' • TOT HOLE DATA n: M' D fADSOENCE "► Na{KEBAB p STONE DRIVEIIVA' rn •"� ,I�4nD„ V Cr O ,o O _- NEIN EL ra SLOPE o=O.C. 2 C.J ovWNTOEts.a (n J 7' 45.Q' ••\ ts, AT HOUSE r'- ",S 1^ w _B. _ _ • ®3O.. ° FINISHED GRADE Q•' LU -.� -. �� o 1=IIII�H1 ii S {j', ` i ( ill! ; �I I"i C zoNE •• e Pueuc ATva MaaRANESEPPATICSSY'REMSID �e °•. III-111117-III yZ •W FEMA �' ILII-- •— ZZ , TEST > I a �� ir LITTLE i; =%MI i '� SEX•:. ° • IIu . ECONICOPOSED arm _RINIPR or I Fn 'I 1 r I UN FF14.D I I I I EL BAY �'* o, ; •" /\/LOT 1161) ` PT' .. f_ Na 70.AAR{tr« . 1 VI p \lks. rTiQ37,p' � !!—�;c . IiffIII LACDSPECIACONDITIO E TTAHEORPOT �L,A ��� ° _Q Q r� � z; � ,, ,. _, ,w' iIIIlI� � Ih ADING PLAN AND/ o . ° o • ,r�� l _ ii Na 3 RlBAF IP 0.0 [Z]/' ::II -, ,I •; . rs r� B� Y ® ___t ra Fr-!+ W°; _ • >r -u4 III !1 SEPTIC CONC. RETAINING WALL DETAIL . Br I J ® ® ' ( : I I— EL 7' (NOT TO SCALE) ..1 1 �; t , I ��. E, ` ��,� iI iiI ! ' WEST LAKEDRIVE MEETS& El . 11 —II A ,ij 11=T.I t=1 11 0 DIRT ROADWAY 8Y:JOHN E ETSRS,LAND BOUNDS SURVEI OR 4 n n n n S I I I BB�� I i r1�1 ( I(—o t 1 I �' DATED:9/17/2013 z 1110111 ---- { ! � III( 11-Tr<,,.�- QELB' o�.l LE v JETTY V v LIMBS OF J -----=1- 1 t E, CLEARING 1 ! ( -� � I 1 1 1 1 PROPERTY: 10,921 SQ.FT. 0.2507 ACRES , Zi, e —`�' _,' s _AUK G WAu It►i�8rvv _ ( R[TAIN,NG A e 110.45' S 21°14'40" �' , 44 STONE EL 8.0 '' A� ,. FEMA FLOOD FEMA FLOOD 'J �' EXISTING ZONE VI 10 ZONE X500\\ , i CLOT 115 �t I i ! CTM# 1OOO9Oi E3c p n I DEVELOPED 1(t 41. � SAY BAY Id/OLT FFNnNC, PUBLIC WATER y �, .x..r. • .�m p. II SITE pLA '1Y APR 2 ,01 E' z SCALE: 1" = 20'-0 ' , i � L...._ . Z - o .r SUFFOLK COUNTY DEPARTMENT OF HEALTH SER'✓ICES BuarJ �. w �' RN PLI 141 LEACHING POOLS SEPTIC TANK e�I- NOM NOTES: PILING PERMIT FOR APPROVAL OF CONSTRUCTION FORA "b M 11.MINUfl/M LEAQING SYSTEM U S POOLS:rd•DEEP.r DIA 11.MINIMUM SEPTC TANK CAPACITIES D,500 GALLONS. ADD WAN FRI. /.) C 2).LEACHING POOLS ABF TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE 2).CONCRETE MALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 W AT AL RW ,. D t C E V 1 (OR EOM). 26 DAYS. _ '' :ow=i1 —� `_ .. _ SINGLE FAMILY R£Si�,EI.A.,:,ONLY 3).ALL COVERS SHALL BE OP PRECAST REMEORCW CONCRETE(OR EQUAL), 3).WALL THICKNESS SHALL BE A MINIMUM OF 3'.ATOP THICKNESS OF 6'ANDA m� �� '1�_' 71 • • I I1 BOTTOM THICKNESS OF O.ALL WALLS.BOTTOM AND TOP SHALL CONTAIN I S'CIEANI. i 6 /�Q�� 4).A MW WUM DISTANCE INTWEEN,EACHING POOLS AND WATER UNE SHALL BE REINFORCING TO RESIST AN AP%SW FORCE OF XO pd. 1 I INV.d APPROVED PIPE •-.d S50pBy OJV.a•• ,�D ••UN.d,•(513'8'd.ep.TA.. , If".---''":"----- SAryD .--- BOTTOM APR.■ J L MAINTAINED. JJJ +--- 8.r .N.POOHW/I' — 63' SEPTIC TANK !V A FITCHDA•A. TY IFAQ/INGPC10lt '�-COURR 1 RIO—it-1-001-7 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. :AADE:d73 DATE .S• REF. NO. 5).AN IT MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPDC TANK MALL : BE MAINTAINED. 5).THE SEM TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A • EW.d • NV.EL DRAWN: MH/MS MAX.ORTOLERANCE Of GRAVEL •W90NAMINIMUM rTTLKKIED OF COMPACTED 3.T 4'r 3'MIN.SAND«PFA GRAVEL APPROVED G(.Lt�-l!Z" SCALE: 1/4•=I'-0"-• 6).A IV MIN.DISTANCE BETBFEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. — — WATER EL IA' //-- JOBS: PROPOSED SEPIK SYSTEM DETAIL FOR MAXIMUM OF t0 BEDROOMS ,•ii 01.2014 Abandonment of existing sanitary system must be in NOT TO SCALE) EXPIRES THREE YEARS FROM DATE OF APPROVAL SHEET NUMBER: comfo „ance with department requirement Submit _ S 1 completed form WWM-'p as proof. • • REVISIONS: 0 • HEALTH DEPT. 00/0oR009 I� • II Wig. 0 N '' d .aa .4 N a (HOUSE) YE O" a-. w vE FIN.FL:14.0' $ - tX � '6 °.:1 PILING I ADD CLEAN FILL 5%SLOPE AS REQUIRED (TYP.) FIN.GRADE MIN.EL 10.5' FIN.GRADE MIN.EL 10.5' — INV.EL. 4 --' INV.EL. r " ( y A n" i c n" (A (A , RETAINNG 9.5' r�.�--.__- _, 8.6' + WALL z I I I A—�10'� i l l i I II I I I I I 1 I �8.0 ]'I _Tri—', ".' 'A ,VA,' •V 1 1 1 1 1 - O ( J(5)3'6"dee 8'dia. `"" f—3'CLEAN — j__ _ 1 -1-- - - - - - - - - - - INV.EL. APPROVED PIPE _INV.EL. 1500 al INV.EL. APPROVED PIPE INV.EL. P• rte---SAND _ $.8' min.PITCH 1/4"/1' 8.5' 8 8.0' 7.8' LEACHING POOLS 'A "4--COLLAR NAT.GRADE: EL 7.5 NAT.GRADE:EL 7.5 SEPTIC TANK min.PITCH 1/6/i' . INV.EL , 1 20'FROM INV. EL. SEPTIC 3.7' 4'6 3'MIN. a 1110 U WATER EL.1.4' _ _ d E CA . PROPOSED SEPTIC SYSTEM DETAIL o (NOT TO SCALE) E AA d SCTM# 1000-90-2-3 0 rA 0 en t dilgkA :- 4.a. DRAWN: MH/MS ,eL� _ SCALE: 1/4"=1'-0" rd AptO 1 • 01,2014 SHEET NUMBER: S-2 • 1111/ 11, • REVISIONS: HEALTH DEPT. 00/00/2009 1 • 0 i ;i � .. t /• deiretik A _OE.._.MINN.MIME._._;_.0._._.�_._._._._._._O..._•_._•Ill • • / 1 , PoRCI{ / 1 N / R . I . ...... ...... .. ......�......0... . ..gyp; . ..... .. . .................. . .. 4 .. .i I V • r .19iZL4°•L.-i 8 8 I 8 •woe•awe•�W illiPi•i...—.siEIWlta }ta>11*O—li1iilVilti..—.—.—.-144 PO I G El ; IIIC , ; I 1 ..e•RV x.,n RI 8•17 ii I • �1 40I (ASSUMED) .-■...•-•WOW ai.M•..N• .�....a. •. I ii Ecaretl I �:�//11����R J _RV'VI el R1 AI.,J Li RV I.,.11 aIRYY I ' E F•.GRADE: O .i Aa.Ta7:.�f Ra rem aern i•F ;t I a EL.?St -14 I i'T1 1 • .r Y1 I - WOOD RETAINING WALL • CONCRETE FOUNDATION II _• Ya... _s .r...�.• .Wr•u.r. 11, S i I (TO BE RlAIOS�) ii ,1 W...: / l WALES MOVE ; . ii // I' a '" I / . j/ ; �:�. I / z° iii • r � -- 1,1 �nx.inFt.l.vx' II MDL GRADE: � .. 4. 414..: � 0 15'-1h" Jd / ': { I / i ' srer..6rs — -"---0 intriv s E s...., 'r.-se•rdinner?'a a assl�ater,res ; S ix.m evn Rl.,>•nr J /Ci O ��NNE GRADE EL 10.1'�� Y •M. �� •• / �� j I /F. EX.GRADE: (EK.GRADE:EL e.a Ct � LOOR JOISit / 1 GARAGE EL 7.0 I /Q F� I ill j 11 I /j , : = New GRADfl eL s.a e N A 111 'S;iii 1li I i roL GRADe:eL.�.aJ j 6 E C may,{ 1 k ( 11 C 1 I r,NEW GRADE(EL 10.1) i 1 II C fK GRADE: 1 1 I / s ./ TO TAPER TO ;: EL 7.0 ( 1� S / I A NATURALGRADF , I I IMDRETAD�F�WAI) I; II ' ; ; ;_ 11 II � _ _ f � _ _ _ _ . � 1000-90-2-3 I.RREAKd-WAY WALLS I..XX[ U \\\''' •" 7t\\\\\\\\g GARAGE R\\\\\\\\V 1..N. / 3.RETAININIG WALLS - (EX GLADE:W E EL 6.0.4L01 '... i 3.-2" 3'-7" 1 9'-2" 13'-11h"/8 3.DECK/PORCH GIRDERS 4.RUNG HNAPAHT AT DECK/PORCH ;: / IX.GRADE: / 0 A f+ 3.EU /HUNG IN GARAGE ALONG STAIR WALL WALL i EL 7.0" POR PJ AND AT LANDING NEW GRADE EL.�L 11121 ([%.GRADE EL 7.q01 /�; :Z ^I A 6.HUNG AT GARAGE DOOR OPENING �-'� Hx FOUNDATION PLANPROJECT ORTH a Iagr y', al 3 SCALE: 1/8"= 11 Vivi, , / „Att. I v o a 'YJ DRAWN: MH/MS e SCAM: V4"=1'-0" r.'' . 1y JOB 4: • � 10 April 01,2014 .c SHEET NUMBER: A-1 • COUNTY OF SUFFOLK • ',)/-,-,-;$ ,-`,- 0,•., s e _ t tea.£' STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES JAMES L.TOMARKEN, Mi , VI 'H, MBA, MSW Commission, r PERMIT CONDITIONS Health Services Reference# P,, )c -11-1— OC) t SCTM # /00 ., ()`- -- The attached plan, when duly signed by a representative of the Department, in conjuncti )r vv ith these conditions,'constitutes a permit to construct a water supply and/or a sewage disposal or k E,) le tion system for the property as depicted. The applicant should take note of any conditions of approval, .`,,,i cl i may be indicated on the plan or enclosed herein. Construction must be in conformance with appli a )Ie standards including "Standards for Approval of Plans and Construction for Sewage Disposal 'S',stems for Single Family Residences." Omissions, inconsistencies or lack of detail on the plan do not relea;e the applicant from the responsibility of having the construction done in conformance with applicable :,i.: 'u ards. Issuance of this permit shall in no way relieve architect/engineer/surveyor of responsibility for the, a;Iequacy of the complete design. The permit(plan) expires three (3)years after the approval date. Any modification whicIi .n,ty affect the proposed sewage disposal or water supply systems requires submission of a revised plan a td additional fees (if applicable) for reapproval prior to construction. Noinspections will be performed b.; rl e Department if a copy of the approved site plan/survey is not on site during construction or if the permit i e spired. Permits may be renewed, transferred, or revised in accordance with the procedures desci it .:d in the Instructions to Update an Existing Permit for Single Family Residences (Form WW \I-104). It is the applicant's responsibility to call the Department in advance to arrange inspection o l`all components of the sewage disposal and/or water supply facilities prior to backfilling. In certain case.:. n:pections of the soil excavation may be required to determine the acceptability of the soils for sewage di ps,;1 systems. The Department must be notified by 4:00 pm one business day prior to the;date of the req i sted inspection by calling 852-5754. Also, excavation inspections must be confirmed by calling 852--.-"01. between 8:30 am and 9:30 am on the morning of the inspection.Article VII of the Szffolk County Cd Ic. '`Septic Industry Businesses," requires that all installers of septic systems within Suffolk C01117' :II, 11 possess a valid license from the Suffolk County Office of Consumer Affairs ((631) 853-4600). This a `1 'e may refuse to perform inspections or grant final approval for the construction of projects that are ins,,,r, ,(;b,r an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contras ,)c It th a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of ne'I','1 u 1!dings, additions to existing buildings, or for the use of sewage disposal or water supply sys tc°m . SEE REVERSE FOR CONDITIONS FOR OBTAINING FINAL APPRO1'AL WWM-058 (Rev. 02/12) I'a.te I of 2 •HD Ref. # �SQ .sf' —IL( STM# CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to construct,the following items must be completed as a minimum,prior to building c�ecupancy and use of the sewage disposal system or water supply facilities. For further information concerning this,refer to Instructions for Obtaining Final Flea CONS Approval Of Constructed Systems For Single Family Residences (Form WWM 041). { Excavation Inspection by the Office of Wastewater Management prior to installation of any leaching pools to determine acceptability of soils. (Call 852-5754 to schedule an inspection by 4:00 pm one business day prior to the (late of the requested inspection and confirm by calling 852-5700 between 8:30 arra and 9:30 atn on the morning of the inspection.) Satisfactory inspection by Office of Wastewater Management of the'sewage disposal system I sewage •treatment system. (Call 852-5754 to schedule'an inspection by 4:00 pm one business day prior to the date of the requested inspection.) ( Satisfactory inspection by Office of Wastewater Management of the water supply system. (Call=852- 5754 to schedule an inspection by 4:00 pm one business day prior to the date of therequested inspection.) — " U Final approval from the Office of Pollution Control(Call 854-2502 for require• F �� LI Storage tanks Sanitary Abandonment Other: zricl Four(4)prints of an As-Built plan U "Tap letter" from water district ko ars .�: �...,.-:�- ,, Certifieation'from the licensed sewage disposal system installer(form W WM-078 [� "S-9 form" from Suffolk County Department of Public Works, including field sketch(SCDPW) [� Sewer district approval of sewer line.installation(for other than SCDPW districts) Well drillers certificate. �] Water analysis(performed within one year) Certification of Sewage Disposal System Abandonment(form WWM-080) Design Professionals Certification of Constructed Works (form WWM-073) for: Sewer lines and sewage collection system Retaining walls (approved as part of the sewage disposal system) I I Sewage pump'station/valve chamber Li Sub-surface; sewage disposal system UriSewage treatment plant n Water supply system Abandonment of Preexisting sewage disposal system and/or water supply U Other: n Other: Copies of all forms are available from the Department or at A,,. .s�si-f()lkc(itsi�ty'n} oti�lhealth under"Documents and Forms WWM-058 (Rev. 02/l2) Page 2 of 2 18-0380' 7 /13KK SUFFO-COUNTY DEPARTMENT OF HEALTH VICES OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C YAPHANK,NY 11980 (631)852-5700 OR HealthWWM@,suffolkcountyny.gov INSTRUCTIONS FOR OBTAINING FINAL HEALTH DEPARTMENT APPF. ( NAL OF CONSTRUCTED PROJECTS FOR SINGLE FAMILY RESIDENT: E It is the applicant's responsibility to call the Department to arrange inspections of the sew: isposal and/or water supply facilities prior to backfilling. These include inspections of sewage collection h posal systems and water supply system components and piping, and final grading as shown on the apprc' ? 'i Hans. In certain cases inspections of the soil excavations for sewage disposal systems as well as other insr, lens, may be required. To schedule an inspection of the sewage disposal system and/or water supply ft / ti 2,s. call (631) 852-5754 before 4:00 pm one business day prior to the desired inspection date. In additHi 11 ;y.Lavation inspections must be confirmed by calling (631) 852-5700 between 8:30am and 9:30am or. ft .: lay of the inspection. Please be advised that after reviewing the requested information below,the Department ma} rr q lire additional site inspections including but not limited to exposing additional portions of the sanitary system. -a:er supply, etc. for reinspection. Following satisfactory construction and inspection of the sewage disposal i sew.ige collection and water supply facilities,the following items are required for final approval: 1. Please submit 4 original prints of an "as-built" site plan or survey (up to and including 11 ' 17") containing a NYS licensed Architect/Engineer or Surveyor's original stamp and/or signature. Pho.ow o ries are not permitted. The as-built plan/survey must represent the "Post-Construction" condition .,1* '1, subject property. Structures shall not be labeled as "proposed" The "as-built" site plan/survey must con-,t i he following information: a. Lot location, distance to nearest cross street, lot dimensions/metes & bounds, Sul k "1,: County Tax Map Number and if applicable, subdivision name, subdivision reference number, and 1o' n_limber. b: Any and all existing structures on the property including but not limited to: dwe I wilding structure, driveway, sidewalk, swimming pool, fish pond,patio/deck/porch, dry is storm drains, catch basins & all drainage structures, geotheinial well, irrigation well, fuel tank. e c. c. If served by an on-site sanitary system, show all sewage disposal components on 11 e iroperty (septic tank(s), leaching pool(s), sewer piping,manhole, etc.). All structures must be dr.tv a to scale, and must be shown in their exact location with proper structure orientation. Measurements ( n feet) must be shown from at least two corners of thebuilding to the center of the access openirgf the septic tank and each leaching pool. Measurements to the septic tank must be shown to the cci tc'- of the "outlet" opening. Be sure to also include measurements to any manholes or cleanouts on ;;i e d If served by public sewers, show the exact location of any sewer lines from the 1 til d ng to the street. Be sure to include the location of any bends and cleanouts provided on site. e. The exact location of any and all water supply components on site. If served by i 1vate well, you must show measurements (in feet) from at least two corners of the building, to tI',e ;. iter of the well casing. Also show the entire water lateral from the well to the building. If serval n, public water show all water lines in their entirety from the building to the street. f Show any site conditions that may have developed since the preliminary appro‘<< t1 this project that may impact the location of the sanitary system or water supply (standing water, _;r d change on adjacent neighbor's property,etc.) g. HAVE A CLEAR AREA AT LEAST 3"x 5" FOR THE DEPARTMENT'S :^r 'I'ROVAL STAMP. WWM-041 (Rev. 2/12) Page 1 of 2 • • 2. If any new subsurface sewage disposal system components have been installed, the applicant must submit a certificate (Form WWM-078 or equivalent) from the licensed sewage disposal installer, attesting that the system has been constructed according to the criteria of the Department. If a certificate from the installer cannot be obtained, form WWM-073 completed by a licensed architect or engineer may be submitted. 3. If a well has been installed as the potable water supply, then the applicant must submit a well water analysis completed within one (1) year by a certified laboratory, and a well driller's certificate completed by a licensed well driller. If the well or water quality does not conform to standards, corrective measures will be required as described in the Department's "Private Water Systems Standards". Please note: water treatment units may not be installed without prior approval of the Department. 4. If any pre-existing subsurface sewage disposal system components have been abandoned or removed,the applicant must submit a Certificate of Abandonment(Form WWM-080) from a licensed contractor, attesting that the previous system has been abandoned according to the criteria of the Department. If a certificate from the contractor cannot be obtained, form WWM-073 completed by a licensed architect or engineer may be submitted. Any well abandonment must have been performed in accordance with the NYS Department of Health requirements. 5. If public sewers are utilized for the dwelling, the applicant must also submit one (I) copy of the sewer line inspection approval from the sewer district. In districts operated by Suffolk County,the original and one (1) copy of Form S-9, duly executed by the Suffolk County Department of Public Works, together with one (1) copy of a Suffolk County Department of Public Works field sketch are required. 6. If public water is utilized,and a new water main tap has been installed,a tap letter from the appropriate water district indicating that the water service has been completed to the dwelling. If any seasonal water lines for a cabana,etc. have been installed,provide a written statement from both the plumber and the homeowner. The plumber must state that the seasonal water line has been provided with the proper valves and blow-off to facilitate winterization. The homeowner must state that it is acknowledged that the seasonal water line must be winterized to prevent freezing. 7. In certain cases,the applicant will be required to submit a certification from a licensed design professional, attesting that all components of the sewage disposal system,retaining wall, sewage pump station, etc. have been properly inspected and constructed according to the approved plans and permit conditions. Refer to "Certification of Constructed Works" (Form WWM-073). Other documents may be required as indicated on the permit to construct, and on the Permit Conditions (Form WWM-058) attached to your original permit to construct. Additional information may also be`required after review of the documents requested on this form. For a list of specific items required for Final Approval of a certain project, applicants should refer to the Permit Conditions (form WWM-058)'issued with their stamped approved plans at the time of Approval to Construct. Copies of all forms are available from the Department or at www.suffolkcountyny.gov/health under "Documents and Forms". THE HEALTH DEPARTMENT REFERENCE NUMBER AND TAX MAP NUMBER MUST BE ON ALL CORRESPONDENCE OR DOCUMENTS SUBMITTED. PHOTOCOPIES OF DOCUMENTS WILL NOT BE ACCEPTED WWM-041 (Rev. 2/12) Page 2 of 2 I8-1197.AF/13 I 111111 John Bredemeyer, President •�suFFot�c_ Town Hall Annex Michael J. Domino, Vice-President ,��� ° 54375 Route 25 James F. King z P.O. Box 1179 Charles J. Sanders Southold, NY 11971 Dave Bergen :yol ,� �a°��' Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field Inspection/Work Session Report Date/Time: .0 //6/(y' Michael Kimack on behalf of CYNTHIA & JOSEPH SCHAFER requests a Wetland Permit to demolish the porch/deck on the existing two story dwelling; demolish existing detached garage; raise the dwelling and construct a 687.6sq.ft. two story addition on the landward side; construct an attached two-story,1-car garage on the westerly side; and construct a +/-562sq.ft. covered porch with two sets of steps to ground on seaward side of dwelling. Located: 1030 West Lake Drive, Southold. SCTM# 90-2-3 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound ✓Bay Distance of proposed work to edge of wetland Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed: Modifications: Conditions: Dr plat,_,,_, Present Were: / Bredemeyer 14A. Domino Dfrking C. Sanders D. Bergen Bay Constable Other Form filled out in the field by 71-‘O 41 , Mailed/Faxed to: Date: io 5e) i,>-C--_'57"zA-/ze 4hvg- 6z-fp Ay- • New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 -SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 FAX: (631)444-0360 Erin Crotty LETTER OF NON JURISDICTION-TIDAL WETLANDS Commissioner January 30, 2002 Mr. Preston Harrington . 256 Valley Road Montclair, NJ 07042 Re: Application #1-4738-01607/00005 1030 West Lake Drive, Southold Construct addition to single family dwelling Dear Mr. Harrington: Based on the information you have submitted, this Department has determined that: The property landward of the timber bulkhead greater than 100' in length, constructed prior to September 20, 1977, as shown on the survey prepared by John T. Metzger, dated September 5, 1996, is beyond Article 25 jurisdiction. Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please be further advised that this letter does not relieve you of the responsibility of ontaining any necessary permits or approvals from other agencies. • Sincerely, All-eg-)04-74644), George W. Hammarth Permit Administrator cc: G. A Strang 411 James F.King,President pf saaryo Town Hall Annex Bob Ghosio,Jr.,Vice-President '111$7 ' . 64 P.O.Main Road . Box 1179 Dave Bergen * * ; Southold,New York 11971-0959 John Bredemeyer �� Telephone(631)765-1892 tt Michael J.Domino ��� , 1Fax(631)765-6641 " 1/111 i �, , i • BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 13, 2013 Mr. Joseph Schafer 8 Eagle Lane Manorville, NY 11949 RE: 1030 WEST LAKE DRIVE, SOUTHOLD SCTM#90-2-3 Dear Mr. Schafer: The following action was taken at the Southold Town Board of Trustees regular meeting held on Wednesday, November 13, 2013: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a • Transfer of Wetland Permit#4740 from Preston M. Harrington Ill to Joseph Schafer, as issued on June 3, 1997, and Amended on August 27, 1997. If you have any questions, please contact our office at(631) 765-1892. Sincerely, James F. King President, Board of Trustees JFK:amn I 0 ,,,,,,,,,,, 4 0,,, Albert J.Knmsiv,Resident Town Hall John Hdzapfd,Vice President 53095 Main Rand P.O.Box 1179 Jim King Matin H.Darrell t 0 Southold,New York 11971 Peter Wenzel ' [ ► �� Telephone(516)765-1892 ,.,,,, Pax(516)765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUi HOLD August 27, 1997 Costello Marine Inc. Sue Long P.O. Box 2124 Greenport NY 11944 RE: PRESTON HARRINGTON SCTN 190-2-3 Dear Ms. Long, The following action was taken at the Southold Town Board of Trustees Regular Meeting on August 27, 1997: RESOLVED, that the Southold Town Board of Trustees approve the request for an Amendment to Permit 14740 to eliminate the process of filling with approx. 100 c.y. of clean fill from the pewit as per DEC request. If you have any questions, please feel free to contact our office at 765-1892. Sincerely, azi....41 9. '4 ' Q. Albert J. Krupski, Jr. President, Board of Trustees AJK/d j h I ._..... li• _____ _ _. • ,, f. _ _- � - - .. ;.,......., ., ie. . , _..........., _ __ ..,. ._ .„ - .,1114.;:„ Itir ‘,,..\vu4roovkay.40-4Niree __,,,iit- -It r _ -10. 4- k (41 ..1„ ) N. \ -'� Board Of Southold Town Trustees SOUTHOLD, NEW YORK ;1 •�( — ,„ 'f �\ ; PERMIT NO. (t/a .,' DATE: . June 3, 1997 L )i', , I,' ISSUED TO Preston N., Harrington III . . .. . c-- j Autliurizatiun k �\\ , ..) ,,, , Pursuant to the provisions of Chapter 615 of the Laws of �.' i ,, < the State of New York, 1893; and Chapter 404 of the Laws of the r . ~TState of New York 1952; and the Southold Town Ordinance en- i../Cae,_,i titled "REGULATING AND THE PLACING OF OBSTRUCTIONS ! c ! IN AND ON TOWN WATERS AND PUBLIC LANDS and the i REMOVAL OF SAND. GRAVEL OR OTHER MATERIALS FROM 1. /, -- :# LANDS UNDER TOWN WATERS;" and in accordance with the Resolution of The Board adopted at a meeting held on May 28 ••• ,� , C19 97, and in consideration of the sum of $ 150.00 paid by i.I 1 % i , Costello Marine on behalf of Mr. Harrington. . .. . . 1 f � (:. \ of . .. . .. N. Y. and subject to the "�'_ I 4 Terms and Conditions listed on the reverse side hereof, f i .' t� ,,I y. of Southold Town Trustees authorizes and permits the following: r to recnstruct 40' jetty on a 90 degree angle and pre-fill with •r•• 1 _�; approx. 100 c.y. of clean fill. i„ al in accordance with the detailed specifications as presented in ; ' — ^PIthe originating applcation. - - ` � ..t ',. ' IN WITNESS WHEREOF, The said Board of Trustees here- by ero j. ) \ by causes its Corporate Seal to be affixed, and these presents to L - t , , be subscribed by a majority of the said Board as of this data. • �' - i • w . • ,,,i 11:11, ,,, ( ( , , 7 '19‘ i. %," -.-., , . y 7 . ,,, ,,, - "' '‘ H-)t, \k‘ '."((i(-!.... . - ,�' T'rarlsst 4 / �1_ a► zit •�: '/ ten r' ,�+.; - - r hOr.-kut.0 4'') C LLO MARINE CoNTR. if • Box alayy GREEN PORT, my_ 477- f 19 WEST L11kE ROAD 4 LAND OF HARRINGToNnr SCTM # 1006-90-.2-3 F70.570,1c o o • 7c.: S ALE: I ' 0 Z qqr. — o 2 ip tit- I 50- pp- iti AiX/ST/NF+ !! 0 Z sty 7r, inz0 Ilsew M < ', r, 'a X� crs imam Finll I Hca A4 i (..ti-uil.: W R ‹zg Is.co -ac cool qz 3-3- y9 613 ioac riO0: 4 r_(I EE ISTD ,PLAT p i GIRLS %!STING 140 K s E D ---- — moo — --- — "" — —,,,,,w*u.st • r"_' ............ _.,... ......,..A Lw4,-s , L ITTLE PECONIG [3^A o PROPOSED ~ EXISTING yo SEX, T 6 y0' RECON STRdeT e ti A �, y qo° ^N61-E so' SES wASNEDTA^ ��=NCLbDtNG 10' • IsstNc SECTION 1 LITroRAI. DRIFT• > \ I pREPARED FOR NOTE: ALL MATE R IA1.5 TO E. PRESTON M. HARRINGT6N,731- TREATED i.VMBER OR PLASTIC AV, VAI.I.Fy R , MtlNTCLAIR, NToAD 7 01010. NAi bVJARE Hip GALVANIZED SItE vv EEST LAKE. ROAD CEDAR seAC% Mei( sovTNoT..p, !..1 11971 SUFFOLK couNra APRIL a9, l997 sN EES- 1 o F 3 M dli lit E. y4=S A „ To H o _ ,call ,ALW �vAtoic Ivo' P01061.- • d 1 8t3LKHF-�a • -- _ --- �-. s T-T- �, - Od • 1 ' AI.W I - , I- k to I— IC _ SO MISSING �; J 5 CYION TO s ve « ow so'�'E7T f 1 �= _ . . , , 4 fovrreoso off Y i J<rezi /ry i41400 �roos olkor !Waft "WAS 046100729ade • lb.• . Fen 1 I I I $ Agptirir t.47:4,41 wars: rr ,aSiwiefts Ornre40494 444$ a la!Pt ileoldr iiifrovir Y AR.4 41 .47 I1°°%0 4 " �/•yrr�/�r RCCON5IRUCT S0`TE1"ryy ON A cie ANGLE WHICH =NCLUDES A MISSING 10' OFFSHORE SEcrlcN t1SING TREATED LUMBER OR ® PkAStga, op,. • t tjiI ,.W av r..44e4rnow - .+ Y N O F - C Loc4r Mov PRFPARRfi o Ft.k PRESTON N. NARRINcToN, 5 e-t'car y'72x. 'A vA l.fv E y P',D fa .OS &kW • 1 r r 1 NONtcLA-IR, N3 &Thy& 7w~- aril 1.el M fin= O ri 0 .O* 0O3.006 /►t P acED IV CP AR BEACH PAR!( !os„r�,r�, irvif cafa4rcnu« aro,.Ky. "/97, P2Z.. 477/dd sir APRIL., /Y`J7 auripla-10,Ana- -SHEET 3 o F -3 111 11110 411P , , • r ._ . ., ' — , _ -, _ _ - ,.,:-.4„../0/ A Ili ~,, /tbf i\ Board Of Southold Town Trustees s 4, • -' • SOUTHOLD, NEW YORK i �� 74 Jut 25. 2001 ��1 y 1 ` PERMIT NO. i DATE: -_..... ... ISSUED TO PRESTON-_..a-.NANCY.••HARRINGT-ON -`- ' Autlurizattnn t.. , `\ 1 'S 1 Pursuant to she provisions of Chapter 615 of the Laws of c -' -) ' the State of New York, 1893;and Chapter 404 of the Laws of file `. � ' ` State sof New York 1952; and the Southold Torii■ Ordinance en- ' �►` titled• REGULATING AND THE PLACING OF OBSTRUCTIONS r I IN AND ON TOWN WATERS AND PUBLIC LANDS and the i; '1,, REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM j r , i LANDS UNDER TOWN WATERS;'.'. and in accordance with the / :, ` _1 8 July 25. .- f Resolution of The Board adopted ata meeting held on ► M ' r � 2001.., and 3n consideration of the sum of $ 2oo.00.. ._. p by ,8. ` '. + > .o ..Garret Strang on•..behal1••of••Preston i-••N '� ` g ene�► ilss�riagton �, Rii' of .South d._ .. ............. N. Y. and subject to the ' 4• ' ;; Terms and Conditions listed on the reverse side hereof, ; l'; .' ' of Southold Town Trustees authorizes and permits the fobwing% '' . l` �4_ Wetland Permit for minor alterations, addition to single ' , J v, family home including mud room entry and basement access. '', `� i t. f ; jr� al in accordance with the detailed specifications as presented in the originating application. ' ''O'''� IN WITNESS WHEREOF, The said Board of Trustees hers- , ' ' �� by causes its Corporate Seal to be affixed, and thea p� to , -4' , ' be subscribed by a majority of the said Board as of fhis date. ti r{ ' 4 k I 1*--, i.... i• lig i ! � , _ mows 4. -Ayr,,.. - .. .z,..fwv, 4r- _ . it, . 3, .. . k •r.._ . r -, 'i..Y r .r: ,.".✓ ey !-'r`r' i-,e:.0:r. i „A- i /. Y / c 11 ', ff[/fin `..'.k k - , ks At__ • ='F_ J _-{+�, f/! '� r �. _�� t r� `, i i 1 • 111111 • • • TERMS and CONDMONS .b puma., Preston tic Nancy•Harritgton 7k,p,% -a •1030 West Lake Drive, Southold: • raiding a p, •y� � • pact of dee coaideradou for the iawooe of deo Penult dose uadsutaad sod pmerdhe to the fol-laths: : • is Tbst the add Board of Tanta. sad the Town of Southold see released from say sod . • err dsma" or dalms far dnsesa, of sails adds=diaody of ladkeedy ser s tusk of*ay opts Woo pedoemed pernset es this permit, sod is aid Penalties will, at lie ft her ons scoot. • &dead ray sod all sdt oder Waled by lied psalm,sad die aid Panderers sums ill WSW • with respect dhusoor to is compiles ixdadon of dee loud of tautens of is Topa of 3oulh hl • L That lis Pettit Is.wild foe a•ptrlod of .t_r 4__.._aro. welch L ooasidsud w be the animated dma'regni ed so colorless the wale Involved, fret Should deookinmees wsresst,ttlwt • for so aetsedoo may be aide to des Bond eta herr dam. • • 3. That this Penak should be semdoed indafioimsly,or as bag a is aid Pedaloes wishes to G aiaaia the ~tam or project lavolved, to pto de tvldsors to moos aoaarstd that suds- • . ori adoo wee orisi'ally obtained . . 4. That the work lovolved will be a=bject to the lospecdoa rod approval of dee Hosed et is apart, sad sos•aompiiaoa with.the pto idose of the edslasde.app"osdos,mq be awe for • • rnocadoo of this Penult by re dutioa of the aid Baud. • • 5. That there wilt be so mreeooeble lerterfersooe with oa lsedoo as a soak of the week •herake adthodred. • 6. That there Beau be oo brads eooe with the dslet of the prbiic to pest sod wpm deoa die bests between blab sod low water touts. . 7. That if femoris opsrrdoos of the Town of Southold amino is s novel sod/or sketdess In the lodes of dm wash herds tathodeee1, or if,In the*oleo of the Had of Tamale,is. waft shall ands unnamable ebsaucaoa to Imo aaisadoa, the add Pesaitoa will be resided, upon dee dodos,to remove or alter this work or project betels'stated without akpsasa to dm lbws • of Southold. , IL Mat the said Board will be sodded by the Permittee at the eomphdoa.af the work arch • 9. That the Plerssiteee will obnba all other pada sed comma is tssy be aegrird esp.- . plummet to this penult which ssq be subject to melte upon fdbere to abode moos. • • • SFS 7- Si _ S ,o. \\ 3S0'F, �I �C PP \�a ,A .ti` as �� ti`--, O ^� >; /0000, 2e.3 ,q ' ''-'4., S 1 T E- "l='L-. ,' N a I / b Y. •r/,Aee P,' I 4.1 - .E-TT A. ST 4...1-14 *tee i_ ' A, G !-{ tT..�G • ^Tle�Y / ) h £07® 3.G. %_ 0,..„..,. ,/ O 4 a C jay, ^ ON ?_ t 4 T- =�'� �� LOT 116 s� v" 1!'''t'�1T e� "CEDAR BEACH PARK" iti •��• a lr R® 247RE Na 00 �Z3 e � ! To a� \." oo A}`Y t AT BA YVIEW TOWN OF SOUTHOLD ti n ,� .,83 ~ '_ � nor 1 7 l SUFFOLK COUNTY, T Y, NY. f z / 1000-e0-02-03 tor _ � ti Sca/e: 1"=20' "le _ ��� •/� � - / Sept. 5, 1996 Mny2,2c /(erev */ s92 3�p 3. 0Iv e. / 2lO\ �r! p/ �o T wi/// `—, I/o,`.,x,. — aCERT EO TO' 7/` A , "' , o \ ti. PRESTON U. HARRINGTON, Ill NANCY S. NARRANGTON a f ,ns pz.0 • v Ai. NEW YO ;\ ELEVATIONS ARE REFERENCED TO N.G.V.O. ci +0 t.Mart% II /C ,coop Zo,v! Fw.Pn F/.CM � 100,./ .3,.i/cbcolLf 6. MAY 4,199 I5 ( R� �Q ANY ALTERATION OR ADCITIW TO TNS SURVEY IS A VIOLATION 111'"'-D2. �+ OF SECTION 7509 OF TIE*EIV YORK STATE EDUCATION LAM , ..- r A EXCEPT AS PER SECTIO/1209-SUBDIVISION 2 ALL CERTIFICATIONS / � N.4, .. 496/8 IOREON ARE VALD FOR TNS MAP AIV COPES THE1REOF ONLY'F �' > f %..... • si�j j NNO�SE SRONA TIRE APPEARS WRECK SAD MAP OR COPES BEAR THE S9ED SEAL OF TIE SURVEYOR I PCCONIC '`�' 1. - ) AREA = 10,921 S /t. • ADDMONALLY TO COWL MTN SAID LAM THE row ALTERED 9Y• F O. BOX 909 • 'r- 1 765 1797 Q ar m- SURVEYOR'S MA P.TEAMS AsSURVEYORS�7 ECT Aro 1230 TRAVELER STREET t0 t/@ 1111@ S31tom r--To-PATE•ARE NOT Iv COMPLIANCE MTH THE LAM. SOUTHOLD, N.Y. 11971 I 96-216 1 James F.King,President ,to - SO i7, : ` Town Hall Annex Bob Ghosio,Jr.,Vice-President , 54375 Main Road P.O.Box 1179 Dave Bergen * Southold,New York 11971-0959 John Bredemeyer 001 Telephone(631)765-1892 Michael J.Domino kour "� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 13, 2013 Mr. Joseph Schafer 8 Eagle Lane Manorville, NY 11949 RE: 1030 WEST LAKE DRIVE, SOUTHOLD SCTM#90-2-3 Dear Mr. Schafer: The following action was taken at the Southold Town Board of Trustees regular meeting held on Wednesday, November 13, 2013: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a Transfer of Wetland Permit#5376 from Preston & Nancy Harrington, as issued on July 25, 2001. If you have any questions, please contact our office at(631-) 765-1892. Sincerely, (9- 40P#6.-de James F. King . President, Board of Trustees JFK:amn • • From: Joseph Schafer schafer5@optonline.net Subject: 1030 west Lake Drive Date: January 17,2014,9:12 To: schafer5@optonline.net (/tel F p '-'11 Joseph Schafer homeowner 1030 West Lake Drive. --///l E Q 1� U U Picture number 1. Indicated on the site plan map. JAN 7 - i .. i This photo is taken from the S/E corner of the above mentioned property stakes show the Area planned for a covered porch size 8'x 31'.7" B arC L_ _._ _, __ RI N � r a io Sent from my iP 1 0 • From: Joseph Schafer schafer5@optonline.net Subject: 1030 West Lake Drive Date: January 17,2014,9:17 To: schafer5@optonline.net Homeowner Joseph Schafer located @1030 West Lake Drive Photo number 2. This photo is taken from the S/W corner of the property stakes indicate the proposed Covered porch size 8'x 31'.7" y w I _______. . IIis fl , ti Sent from my IP • • From: Joseph Schafer Subject: 1030 West Lake Drive Date: January 17,2014,9:24 To: schafer5@optonline.net Homeowner Joseph Schafer 1030 West Lake Drive Picture number 3. Indicated on the site map The photo is taken from the SAN corner of the property showing the proposed garage site Size 19'.5"x 19. From the house on the right to the stake indicates 19'meeting the maximum requirement without needing said variansec. ,� .. • • • • Sent from my iP • • From: Joseph Schafer Subject: 1030 West Lake Drive Date: January 17,2014, 10:39 To: schafer5@optonline.net Homeowner Joseph Schafer located @ 1030 West Lake Drive Southold New York. Photo number 4. This photo is taken from the W corner North side of the property.The stakes indicate the proposed bump out of the home facing the street.Stakes are 10'from the home.The stake on the bottom left shows the corner of the garage. The 2nd stake shows were the garage ends and the bump out begins(flush across)to the third stake up top near the hedges. V 44 Sent from my iP e I-7- ===-1--- ---I-77-I .7--- -- L-!.r"---,-- 1 -..--- • , - - - , • 09.0x.0 09.0440 .um 0x+0 + + 0,22413 M.O. N .., . i • KIli Tow,,or w .0 ^ 1 n cfp.„„ i . fir4p arl., , s oR. 44011400 m ^ttAxcl °% �`` ��w O - IOM,OF 1' ___ • . 1100 ,.., 3 TOM aour„ao t� xwq ~.m _ e 4/4/1„ a ft MST Ulm �. . r ...1 I >� wo .it , oe) • 'Q ,+y. ,4'., � .R. E.x airiiaa i an ----.114 1 11 _41 _ 1 . ,. NECK BAY 3 L ^ - ..... NOTICE COUNTY OF SUFFOLK Q 00+0. SECTION NO E *..moo.. —�— m Rtl w..�u --•-- .... i.. --.-- wro (.` K s r swam, O2 _` ____ ,-——,,_— Real Property Tex Service Agency v E..�i.y. ...� —- .. i ewmM1owrw.mr.xrnan Y .m ae ru.eo. 90 O.-.. n c---,x,N mo,No Tu _- a.... --.-- s...--�-- rmn �.mnw tu.[mv.air 1� m a I m.tmcrn +p0. PROPERTY MAP • James F.ling,President „'O��►�F SOW- ` 54375 Main Road Town Hall Annex Bob Ghosio,Jr.,Vice-President � Dave Bergen 41i ligP.O.Southold,New York 11971-0959 John Bredemeyer i Michael J.Domino Telephone(631)765-1892 /y�� �'' Fax(631) p ItAkv;1 BOARD OF TOWN TRUSTEES MAY 2 2014 TOWN OF SOUTHOLD • APPLICATION FOR AN AMENDMENT TO A WETLAND P'- -'/-114‘// -74P /7`a"P44T A10/6 ma 'y"".�/9'19 DATE 'yam/ �) �/r OWNER V5447L7e- "Ic- - PHONE 63/ x3__ ADDRESSD�G` `ATG'' U2N1 ,S�.r/' AGENT PHONE ADDRESS PROPERTY LOCATION ZZ, 3d Gve5 :7- i< TAX MAP NO. /p00 - 90 - 7�- ?J I/We \l r% d estaan Amendment to Permit# to /497,f// .aPpsexviBrBmrfro lP s // "/rise.e'2-i) fte174 s-1.07.0.0+ . /N6-1.4//A 4' ..) / 74,,WM6 IJP// .45 /AID/. 47 oar P,c4r's 4pprwwf> �' 3001/+CA aF)47 4 r f. P/.anrr 2Zp41 .9-// <a 54,6-4 s7ens✓Snuc.N.4' .544.Ersows P/�fnlr/vbS -- G�lSe_ nrvTe' Pi4nr•T/nl6 6:77,4rl4c.hd D . ✓� b SEC/P•G�i✓ AMT/•v<5 ,a .//P10 spL 17,sa/rsr �Prvv�u-•�. f g7r/a/F Si.t . . ,a/-&0/7 C"e•ePk' cg #/� ,?,-:) 4 if . /7".". . ,v8/�rA/ ,&iA// A/t' A, p 5,/2.„e 3 �/i y flPa✓� G/ro. b 6,7- D /N.57..W/A•6 041-r-./.57e;14--e <f ( le?.572,4” BiK�.fo 4_,A.,„6 74/ .v0 6�Zc,ri etz_ of " " 6 6ae,f-rz2 /7U , ../141~P��0 W/"71 11x`f vSr O 'n _r?Hf'n1 /00, r• ' fL A A", // O'IC/ 0c-ild'ers /-, 5/ns.� 2ac�s �o S�Rc/u"r� ,4 4'ays7 7(3 /1e- vC6/7717--- c✓/171 A,.4744-11-/ v(6/77f71oti 72, 7 fe f /u/ • ,,/ • • - \•% SOU,- � OFFICE LOCATION: I ,` �� ; MAILING ADDRESS: Town Hall Annex Divi P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ; G zr 1 Southold, NY 11971 Telephone: 631 765-1938 .COUFax: 631 765-3136 `= , ,.111�� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM " To: John Bredemeyer, President Town of Southold Board of Trustees APR 1 8 2014 From: Mark Terry, Principal Planner • LWRP Coordinator lard Date: April 18, 2014 Re: Proposed Wetland Permit for CYNTHIA & JOSEPH SCHAFER SCTM# 1000-90-2-3 The Zoning Board of Appeals reviewed the action (6727) in March 2014. A redesign of the site plan and clarification of the location of the sanitary system has furthered the LWRP Policies 4 and 5 to the greatest extent practicable. Michael Kimack on behalf of CYNTHIA & JOSEPH SCHAFER requests a Wetland Permit to demolish the porch/deck on the existing two story dwelling; demolish existing detached garage; raise the dwelling and construct a 687.6sq.ft. two story addition on the landward side; construct an attached two-story,1-car garage on the westerly side; and construct a +/-562sq.ft. covered porch with two sets of steps to ground on seaward side of dwelling. Located: 1030 West Lake Drive, Southold. SCTM#90-2-3 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed actions are CONSISTENT with the Policy Standards and therefore are CONSISTENT with the LWRP provided that: 1. To further LWRP Policy 6 it is recommended that the Board require the establishment of a vegetated, non-turf buffer or landscaped buffer with a minimum width of 10 feet landward from the bulkhead. Salt and drought tolerant native plants should be required in the buffer. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney OFFO� kc Peter Young,Chairman n ' Town Hall,53095 Main Rd. Lauren Standish, Secretary ��. rrit P.O. Box 1179 • d ' � Southold,NY 11971 4 4 41 �0�'ep Telephone(631)765-1892 ail Fax(631)765-6641 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., April 16, 2014 the following recommendation was made: Moved by Keith McCamy, seconded by William McDermott, it was RESOLVED to SUPPORT the application of CYNTHIA & JOSEPH SCHAFER for the partial demolition of existing dwelling to be remodeled and renovated; demolish existing porch and deck, demolish detached garage and construct proposed additions, construct one-car garage with billiard room above, construct covered porch, dwelling to be raised, and covered porch and deck to be extended on seaward side of house. Located: 1030 West Lake Dr., Southold. SCTM#90-2-3 Inspected by: Peter Young, Keith McCamy, William McDermott, Peter Meeker The CAC Supports the application with the condition the prior bulkhead behind the existing is shown on the plan and a 10' non-turf buffer is installed along the landward side of the bulkhead. Vote of Council: Ayes: All Motion Carried D E C F ' r _-71 APR 1 8 Board;, • • BOARD MEMBERS ��,,,''' •S _ • Southold Town Hall Leslie Kanes Weisman,Chairperson 0 -4 UU7'V4-1/4\ 0 53095 Main Road•P.O.Box 1179 4 ` Southold,NY 11971-0959 Eric Dantes J ; Office Location: Gerard P.Goehringer �, �r . G Q ,� Town Annex/First Floor,Capital One Bank George Horning ;'mac► �0 �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider .4OjU �t.4��"�� Southold,NY 11971 ,,/SS http://southoldtown.northfork.net ZONING BOARD OF APPEALS D EC F, `' TOWN OF SOUTHOLD 1 Tel.(631)765-1809•Fax(631)765-9064 - MAR 2 6 2014 FINDINGS,DELIBERATIONS AND DETERMINATIO MEETING OF MARCH 20,2014 ZBA FILE: 6727 NAME OF APPLICANT: Joseph and Cynthia Schafer SCTM# 1000-90-02-03 PROPERTY LOCATION: 1030 West Lake Drive(adj.to Little Peconic Bay), Southold,NY SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 8, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator issued a recommendation dated February 28,2014. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us,it is our recommendation that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. Based upon the mitigating conditions imposed in this decision, the Board fords the application CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is non-conforming, containing 10,921 sq. ft., located in a R40 zone district. It is improved with a two story framed dwelling and accessory garage. It has 100.00 feet of frontage on West Lake Drive,110.45 feet along the east property line, 99.95 feet on Little Peconic Bay and 108.10 feet along the west property line as shown the survey dated 9-11-2013, last revised 1-6-2014 prepared by John C. Ehlers,LS. BASIS OF APPLICATION: Request for Variances from Article XXII Section 280-116 and Article XXIII Section 280-124 and the Building Inspector's January 8, 2014 Notice of Disapproval based on an application for building permit for partial demolition and reconstruction of a single family dwelling, at; 1) less than the code required bulkhead setback of 75 feet, 2) less than the code required front yard setback of 35 feet. RELIEF REQUESTED: The applicant requests variances to partially demolish and reconstruct, with proposed additions and alterations, a pre-existing two-story waterfront dwelling to a FEMA conforming height. The variances requested are: 1) a bulkhead setback of 37.6 feet where the Code requires a minimum of 75 feet and 2) a front yard setback of 29.5 feet, where the code requires a minimum of 35 feet. 410 Page 2 of 3 March 20,2014 • ZBA#6727—Schafer SCTM#1000-90-2-3 ADDITIONAL INFORMATION: The applicant proposes to remove the existing non-conforming accessory garage (having pre-existing non-conforming side and front yard setbacks) in,the front yard and incorporate the garage use and location into the proposed reconstruction of the dwelling. The applicant provided evidence of variances that were granted to neighboring parcels requesting similar setback variance relief. On February 24, 2014, the ZBA received correspondence from FEMA regarding this project and it was confirmed the subject property and proposed construction must meet FEMA regulations and the dwelling's first finished floor should be raised above the flood zone by at least two feet. The applicant provided plans showing the proposed first finished floor at more than two feet above the flood zone. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 6,2014, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The dwelling that the applicant proposes to enlarge is similar in size and location upon the parcel,with respect to bulkhead setbacks,to what exists in this neighborhood. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance for the proposed bulkhead setback. The subject parcel has a maximum depth of 110.45 feet. Therefore when taking into account the code required bulkhead setback of 75 feet and the code required front yard setback of 35 feet,the subject parcel has a code conforming developable depth of less than a 0.45 feet. Additionally, the entire pre-existing as built dwelling exists within the 75 foot code required bulkhead setback. Therefore any proposed construction and/or proposed improvements on the seaward side of the dwelling will require a bulkhead setback variance. The benefit sought by the applicant for a front yard setback can be achieved by some method, feasible for the applicant to pursue, other than a variance. The existing front yard setback is 39.5 feet and the applicant could propose to build a narrower dwelling that would conform to the required front yard setback of 35 feet. 3. Town Law $267-b(3)(b)(3). The variances granted herein for a 37.6 foot bulkhead setback and a 29.5 foot front yard setback are mathematically substantial, representing 50% and 16% relief from the code respectively. However,there are developed residential parcels in this neighborhood with similar non-conforming setbacks, some of which have received variance relief from the Board of Appeals. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the applicant proposes to install a new septic system and dry wells. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested reliefs is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a partial demolition and reconstruction with additions and alterations to a pre- existing non-conforming dwelling, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Weisman (Chairperson), and duly carried,to Page 3 of 3 March 20,2014 1 • ZBA#6727—Schafer SCTM#1000-90-2-3 GRANT the variances as applied for, and shown on the site plan (pg. S-1) and the architectural drawings noted as pages A-1 — A-6 dated March 3. 2014 prepared by Mark K. Schwartz, Architect. Subject to the following conditions; CONDITIONS: 1. The pre-existing accessory garage, located in the southwest corner of the subject parcel, shall be removed in its entirety. 2. The applicant shall install a 10 foot wide landscaped buffer landward of the bulkhead. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Horning Goehringer, Dantes. This Resolution was duly adopted(5-0). gtaht4414. e Leslie Kanes Weisman,Chairperson Approved for filing ,3 /1 /2014 • ,• moi. '..... • James F.King,President of S011i Town Hall Annex Bob Ghosio,Jr.,Vice President t,t°I 4� y�l0 54375 Main Road P.O.Box 1179 Dave Bergen * * Southold,New York 11971-0959 John Bredemeyer ` G. k'1►,�, Telephone(631) 765-1892 Michael J.Domino % O it Fax(631) 765-6641 i .•01 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only v"oastal Erosion Permit Application Wetland Permit Application Administrative Permit Amendment/Transfer/E ension Received Application: ( l 7f-T 2 r �` jeceived Fee:$ 250,Q, D 't C /ompleted Application Si V /4 n -.Li Incomlete ', _SEQRA Classification: JAN 1 ] 2014 � V Type I Type II Unlisted , Th. . . i _Coordination:(date sent) f _ % ,WRP Consistency Asse.sm- t Form `7%//y ,CAC Referral Sent: _. Date of Inspection: MIN q _Receipt of CAC Report: _Lead Agency Determination: technical Review: Public Hearing Held: ri"l 2-�//- Resolution: Name of Property Owner(s) C,YNph'/4 7.0.i ,'W SC SER Address 8F.4c IE 4 vE.) NANOR//LL, A/, Y. //X49 Phone Number:( ) 63/ 5553 - 68 4 Suffolk County Tax Map Number: 1000- 9e- 7- 3 Property Location: /O3D wzrr LAkE D.eN&E ewr,410 /V• 7 (provide LILCO Pole#, distance to cross streets, and location) AGENT: /r//(}/ „a. ,'7I?A7e/L (If applicable) Address: 12/ /l ksitisip 12/2/S/Z Rivaa)A40 AAV `l90J Phone: G3/ 127- 2/a ? 0"� •ard of Trustees Applicati. GENERAL DATA Land Area(in square feet): /0/ 4� / Area Zoning: /e— 4e Previous use of property: /' J 7,71j/y7,2 L Intended use of property: 77X1 L Covenants and Restrictions on property? )X Yes No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? x Yes No If"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? X Yes No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? X Yes No Does the structure (s)on property have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency Date i s /l > • No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No " Yes If yes, provide explanation: 7E /?2 41t is I9tii'6 /7 'S J / 1 ' -Project Description (use attachments if necessary): ,- �/ Q ,cj' x/JT/A/619111 /A/6 TO 5A R, 1'�i dapk is 05 •ND '�- D V JJ��91. 4' ✓.° N . .y. - i s . • to r r OL/ . ,Fd &APiDGg`dQl1$Cr) co/Winver Piro/'D.p APP/TJON' 46f . 6 PP.Air CONJ7J7hv6 ori frYTcltcc liffzehlAilicAv. e4 icE0I/117;c2. d' AWNS"NS w9/ v Cov • coN/Mo 'r/e•M 6,412.444- w�8�Z1/ �4Bo , . i . i �� e� N60: APPigiw '/(,I''?6 p'cr Goes Nor/4 CLvpE 4?/%/7 6A1/7,46E d oti. $v (4 fli f .yrs 6-,A1 . (3 e>5. ose.. ..7 lord of Trustees Applicatio. WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: 7V p, 17, polo/jay ? /J?1=' 1)1,12 -/-2-41,16 Imo pkNO✓ /Ag r140.0,r2 YJ "vexI/ip,E 0171/r7Ef 4iY,D z/v/Avf0 coNPImMJS to ,t, r'ovV £xir,DEM d'/ZLc'rg Wvl DV- ?,EL Regal/ PGL 4v7-60 W./Ayr-0.c Pi�J� rc �o� �x ��� G v � � ivi s ANBD Fov er/at c2L ,/W.9 e," VO friEcr I' .4/ HI GYMS M S Area of wetlands on lot: N/11 square feet Percent coverage of lot: Closest distance between nearest existing structure and upland edge of wetlands: Q5 feet Closest distance between nearest proposed structure and upland edge of wetlands: 37 6 feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? /6.4- cubic yards How much material will be filled? 62 cubic yards Depth of which material will be removed or deposited: .1 feet t Proposed slope throughout the area of operations: ,f ZD Manner in which material will be removed or deposited: N . 'jam I4/01/6 0 BFifElfaV,' BY i7,/h'z/A/6 cl/Z4 /Y6 B4i 0e/teZ i r o%a1r ,� L o a'P,e Amp POMP 7/Vele riA yx 4 re' L F Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): y1 t w 49'5 NO /H'lj'Ae7" o,1✓ f'DI 2L GO.9 S' /1461111-9 SP" 710b p%7opof, pAEcY • 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part l -Project Information. The applicant or project sponsor is responsible for the completion of Part I. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part l based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: Project Location(describe,and attach a location map): logo w 7-04I1E PX/),,efvLgwzo, w y XBrief Description of Proposed Action: 27 fN paiE N6, a, �Bu77a4/ Gid. P/011-17,4g'Oss eatie ,k/D polovogc7 p/2a�/'or'1' ,ASD '7 ''v t2fireYZlY) oxer i1/!' G4' dr Oicic i/J -,e4),,,tw Z 130At15. d 4T72 t M j2NPPt,�;aq Ch' /cA/L G,4/2A60 W/n//L/,4/&?Rh. AGCY, , PA ot'aJEb RvoYA-1C)191EAN,0 /2Alio/ZEA.wJ_/ '1 WD 2 A'�� :Saer �'a /f'T OGu�LLJ4' NJ .��i' ''Sar ',c. ViCT/Co istam isx 6 J �o _ S.5"� - 6 4: CYNY N/A IMO 70 cj 1y PC E-Mail: Address: e 4,464t"14-11 — City/PO: State: Zip Code: MeW O, v� - y //949 ].Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that xi n may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental A ency? NO YES If Yes,list agency(s)name and permit or approval:jewht,& p L�r�L�' 80140/NG P7J J a 91 H�v�T con/mac, f1iCac e. ❑ vN/v./ 7-4/ OPT 3.a.Total acreage of the site of the proposed action? -13�acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? C',25'07 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban El Rural (non-agriculture) 0 Industrial ❑Commercial XResidential(suburban) ❑Forest DAgriculture ❑Aquatic ❑Other(specify): ❑Parkland vi< 2 Po2L'y/PE � Page 1 of 4 4*; EX-7- 17.0:D Qlt ��A1J,Q2D ��zee-- GG /-/GG16E" �GP SCa. F T. /%'/7211/341-5 /mer /5 /9 -7.t 6 /Z1/ 2 / • • 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ ri b.Consistent with the adopted comprehensive plan? ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ I1 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: [Xi ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? 1X1 ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? [ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: - ❑ PKI 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 11.Will the proposed action connect to existing wastewater utilities? nom, NO YES If No,describe method for providing wastewater treatment:�W//C /Vie/ _NCY•01& fZI ❑ "0045 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? 154I ,{ ❑ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? (Q( ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? vi CIIf Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: t�3 14. II dentify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: IX Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a. Will storm water discharges flow to adjacent properties? VNO nYES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: _ p �y Fri NO EYES l'/- s, CAT: ©� /2 Jv/ Page 2 of 4 • • 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 1454 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: IX 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: _ IC 4 _Z. A. �2i4'l4C' Date: /AZ/Z-6r f4 Signature: ,z 2 AC#fiv Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the,following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? r✓ 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 • • No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage J 111problems? ( 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. 1 n Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. nCheck this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental 'mpacts. Town of Southold-Board of Trustees 9/ / S / L) Name of Lead Agency Date --rb 1 y /3/c 4CM CV President Print or Type me of Responsible Offic r in Lead Agency Title of Responsible Officer t Si.-a re of Respon Officer in Lead gency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 • • ;'.dost,• Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM ( EI )) PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A -'-.-- 01 . /nO n 9O STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN ' c Section lock CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT YesNo a. What is the Total Area of the Project Parcels? /a 9a>fQ fT: 1 Will this Project Retain All Storm-Water Run-Off (Include Total Area of all Parcels located within 0 2567 A Generated by a Two(2")Inch Rainfall on Site? the Scope of Work for Proposed Construction) (S F/ (This item will include all run-off created by siteY III b. What is the Total Area of Land Clearing 300a, Ar• clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed iz eb 9 A Site Improvements and the permanent creation of construction activity? impervious surfaces.) (S.F./Acres) �1 PROVIDE BRIEF PROJECT DESCRIPTION (Provide Additional Pages as Needed) 2 Does the Site torPlae Survey Show All Proposed Drainage Structures Indicating Size&Location?This Item shall include all Proposed Grade Changes and ?AWN Z 1oh'frON i0.4XIfT//11e0 Slopes Controlling Surface Water Flow. de i Does the Site Plan and/or.Surveydescribe the erosion dQ �,MP j�� ����e N�e 3 and sediment control pracces that will be used to • control site erosion and storm water discharges. This �FI✓01/f�� p� rf pt1,�'L,F7�' item must be maintained throughout the Entire ( cam/Myer ptioaleP App17c',V�6' - 6 1/ Construction Period. ,..,/,,,,k/ r . - .._ r . .1,A / L 4 Will this Project Require any Land Filling,Grading or R y of am eig t imrxt. 0 L Apo W AGC01,4 cvtionhrtiao thaul © - ExistingExaaGradeweInvolvingehere s moreachthannge 200tCubiceNt -4: P Yardsra e"OCT of Material within any Parcel? 'i �•B��JULIA/2D �}� ; �o� , 5 Will this Application Require Land Disturbing Activities C V /�i� /y` C ' al�' iiii �� Encompassing an Area in Excess of Five Thousand III t�=a i (5,000 S.F.)Square Feet of Ground Surface? ►T ''• ' 6 Is there a Natural Water Course Running through the k Site? Is this Project within the Trustees jurisdictionMI X -� or within One Hundred(100')feet of a Wetland or General DEC SWPPP Requirements Submission of a SWPPP is required for at Construction activities involving soil Beach? • disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to ‘1` including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? 111 X the DEC has determined that a SPDES permit is required for storm water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-0.10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off �� 1.The SWPPP shall be prepared prior to the submittal of the NOI.The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. . 1 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required, d to reduce on storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any a constructed to reduce the pollutants In storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder MI X compliance with the tenns and conditions of this permit.In addition,the SWPPP shall isl, potential sources of pollution which may reasonably be expected to affect the Area?(This Item will NOT include the Installation of Driveway Aprons.) `� quality of storm water discharges. NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark 1 3.All SWPPPS that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.8,1 Acre in area, component shell be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of /1 that is knowledgeable in the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of My Building Permit. (NOTE: A Check Mark(.4)and/or Answer for each Question is Required for a Complete Application) STATE OF NEW YORK, COUNTY OF...I.V.C. 04/4 ss That I, A L A. k being duly sworn,deposes and says that he/she is the applicant for Permit, • (Name of individual signing Document) And that he/she is the - .....__.. (Owner,Contract.CPI.rporate Officer,etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to Imake and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and 4 1 that the work will be performed in the manner set forth in the application filed herewith. V Sworn to bef re me this; i day of 1T/.QW Y ,20.P.1 Notary Public: ..\(,,�AG-t (1—Z)-)1/ --- .. .... ..... u\ VIC Tit (Signature of Applicant) FORM - 06/10 Notary t'ub uis ¢ New York No.01`fO6190696 Qualified in Suffolk County Commission Expires July?fl. . jcp III • REC F V ... APR 2 1 2014 PROOF OF MAILING OF NOTICE - ATTACH CERTIFIED MAIL RECEIPTS "G' Name: Address: O , ,,i1/ W. /22Y /06 rimeiffe.ey57 4,177. 7 /2v.ry,f�,9•✓. N1wY K /DO/3 2 )( • 90 • '2 CZ) �N6 sr .er GAt 6 2-/! 4 q0/4,/ ' s 1'f /0•41/4fr, Nezif yaeek. /13 75 ?Asen..v, 9' . z• `f 3 6,4/" A/ i/E/I •,/,4,VArF c»6�i^f6�/ D /8 5/?ED6co"I �„rN ! LINal„/s,�K�zs7• /{i7 // 7c57 "7.69, mAl � !� •/ -e>2‘'/ STATE OF NEW YORK , COUNTY OF SUFFOLK ,\%svH ` ft2 , residing at 8 449a- ote2Yi//E ivy // %9 , being duly sworn,deposes and says that on the ___Ik____ day of P2// , 20/y/, deponent mailed a true copy of the Notice setorth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office a lsA7'7z_/Ven/u'ES , that said Notices were mailed t ch of said persons by CERTIFIED MAIL/RETURN RECEIPT. 46 Sworn to before me this Day of 20 1 y. Claudia Pizzo Notary Public, State of New York No.01 P16287798, Suffolk County ,/ `, ' 6 / Commission Expires 08/19/20 i 11 Notary Pub 'c // • • John Bredemeyer, President �ogFFo1X": Town Hall Annex Michael J. Domino, Vice-President ��°� V.. 54375 Route 25 VI James F. King 2 z P.O. Box 1179 Charles J. SandersV25 �,,J Southold, NY 11971 `.'' Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES D E C E "V TOWN OF SOUTHOLD APR 2 1 2014 BOARD OF TRUSTEES: TOWN OF SOUTHOLD J In the Matter of the Application of B ar i CYNTHIA & JOSEPH SCHAFER COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR EIGHT DAYS I, . /2-„Ct , residing at/dba c /71,4Noe i',1%, y 419 being duly sworn, depose and say: That on the ��day of , 20 personally posted the property known as • by placing the Board of Trustees official poster where it can easily eseen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday, April 23,2014. Dated: ✓ (signature) Wr Sworn to before me this fit` day oftienit 20 H �i Claudia Pizzo i(1.(AA-Gt-e-ei-- Notary Public, State of New York Notary Public ��(�l� No.01 PI6287798, Suffolk County Commission Expires 08/19/20 II NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a public hearing will be held by the SOUTHOLD BOARD OF TRUSTEES at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. • Cwthio 6 3osepk OWNER(S) OF RECORD.. ScAlace r SUBJECT OF PUBLIC HEARING: To lish the porch/deck on existingstory ting; ofh = ':4 €?HEARING:. . ed garage; raise the dwelling and construct a 687. q.ft. two story addition on the landward side; (=eruct an attamhed twos ,1-car garage on the westerly side; and construct a +/-562sq.ft. covered porch with two sets ofto ground on seaward side of dwelling. TIME DATE. OPUBLIC HEARING: • LA) Tg: 30 miIMe00es3oTh1 If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection prior to the day of the hearing during normal business days between the hours of 8 a.m and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631 ) 765- 1892 Nord of Trustees Applicatio. County of Suffolk State of New York raft", Pc/91,9,-#_,e BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES(S),TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. Signature o 'roperty Owner SWORN TO BEFORE ME THIS DAY OF v ,20 / / 7-ejz 1,('4,7ii Notary Public MICHAEL A.KNACKNotary Public,State of New York No 02K15058823 Oualilied In Nassau Count Term Expires March 11, Ord of Trustees Applicatill0 AUTHORIZATION (where the applicant is not the owner) I, 701LPh/J'C#4/c4P residing at O , SGL/4 NE (print owner of property) (mailing address) /7"/ON/Lt 4 N y1/ 944e? do hereby authorize (Agent) /f/r//,‘ [ 4. k7/`1/1 C/C to apply for permit(s) from the Southold Board of Town Trustees on my behalf. / /IF owner's signature) III • • I ., 1,I • li . 1! 1 I APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM • The Town of Southold's Code of Ethics prohibits conflicts of interest on the Dart of town officers and employees.The purpose of I /his form is to provide information which canallert the town of Dnssible conflicts ofintereStancl allow it to take whatever action is necessary to avoid same. ' ��y� ! YOUR NAME: . JPN f,V,0)W (Last name,first name,_middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate,the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) • . . Tax grievance Building Variance i ){ Trustee x 1+ • Change of Zone 1 , Coastal Erosion I 1 Approval of plat a Mooring { Exemption from plat or official map Planning Other I (If"Other",name the activity.) • .+ I Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee ,1. • of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation 1 I. • in which the town officer or employee owns more than 5%of the shares. . YES NO X . . • If ydu answered"YES",complete the balance of this form and date and sign where indicated. 1 Name of person employed by the Town of Southold I• . . Title or position of that person If Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant ` (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); • C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP I ' . • Submitted • d 7 U ZOdL¢ • Signature �-✓-6--. • Pri e rOrfn .P'/144 - Form TS 1 I' • • APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the Dart of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: / 1/elsb A J61/-14 eft (Last name,first name,griddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance X Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO JC If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this daof ZnAZI01/4 Signature Print Name /L'/,2p,L A 11d Form TS I Town of Southold • LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluatedas to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at ---• •za ' , , ' - website (southoldtown.northfork.net), the Board of Trustees Office, a 'L— ! -p. e local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION JAN 1 7 2014 SCTM# 9Q - 2 - g n..F PROJECT NAME JA2AjCi/Z AO/BE= Ap,d/770/ar.41iY.0 M-p 9 ,Qj1O/VS The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees NI 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: (� / �/ !� /ItYITf�il/gC JJ�Y QGJ NIS Tv 1LF el/Arr,�l4 ' Nature and extent of action: �j egY !�f gilit 3,�T� D�HOull� Ox/!'T Peleet✓/D /�3' pgavar y p ri9E' 6/112,46,6(44P•.P7.) COMPri I�fCr'R? AND 7VI �rie101-1 calV�'�r �vG D� army vlI'9 'Jy ,�l>, ©rfiQ0 FL.f RH &CPA. Gt7nA- 1W clz G Olds RN w/ i4Bav cowl rer c o v,� jz '00 F . , --- /ti orf 4-7041- (36-csr-L- 71) • • Location of action: logo iw.friAlieE a/2/Y , ,J'dU Q1/�j /Y y Site acreage: O. 250 7 Present land use: R, PPEA ?AZ- Present zoning classification: 'EnDEAA77JL 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: ire N Pcm9A012. (b) Mailing address: / £/?, G h Al V V . HAND/Zv/L-E1 N.Y. 1194 9 (c) Telephone number: Area Code( ) 6'315 "3— ‘,1)(4 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes No M If yes, which state or federal agency?_ C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. n Yes No Not Applicable X/Jrw6 DC4' i..L l/V G imp D YA C�,C.40 GA1, /72 BL' p,916zr clip ,4xlp pxuPp/',.D .¢-4D/174VS, C6YL i°dr1C1y A-4v PPiZ6iXI1 IJ phvo pit/1/ Lim a/2 weje, cy 04) yM 4Cri $' Ag4v, Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III-Policies Pages 3 through 6 for evaluation criteria Yes No X Not Applicable • • Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ERI Yes n No ❑ Not Applicable 8Y D_/Ydt/,f gN& Yid, 60Friicis140 6.0i2A GE 4N/> Co/JJ/Z(/G7/NG /L GIJ 4o 74 CNA/D bA1z4(L) /4 Illl�1J�4-L L,4A )E ro L/TTLE PPCOAJI e 'AY wiu RE 7pJUE.D PO12. r pL/j1c LL/NCS 11 C/Zpff WATir L414g .On Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria El Yes LI No ❑Not Applicable v7J 19/2400.P0-40 ro1.1/'p120 Da) 4 /1/C P,C/o?7G .1'Y-En y LDx9E W ILL Pl2arEcr &) L)Vo tVPM-144 paw Of pity GUQLLfSD Cave /ILL pnp77 er- rIVE ruii4 of ,''coivic /34Y Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. n Yes No Not ApOcable • Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. n Yes ❑ No I Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. El Yes Yes ❑ No V Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the.Town of Southold. See LWRP Section III-Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye Ll No Not Applicable vve picopizT/ /J',PIZ/1/ J w/ AVD )(1J741& pn t r v font c 'Cc. '' vQ PECO i $,'y Attach additional sheets if necessary WORKING COAST POLICIE Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. • Yes ❑ No gr Not Applicable /WE P, '/ / ' p D rEcr Dam /ger //U1/ie vim? 1777N(, £3 Nagy Gv,42- D p yr of fc ritig /'j1 lvecr WILL 14,491) N 0 >NAV t r Orta zintzE rEciAV/c ,8 4Y Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III-Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable ,nOM PE-AO f vri 'T ooa4r Neir /A)VO 77,4. Mo p2div JJ/ -AUr9PL� Z1✓E,r' Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes 111 [,`�No Not Applicable FIVE filV J U /?4 ,f4// 5. ) J' UDp`/J1JIJ0(_iZ /��l Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No,® Not Applicable F p1eLPOP io 1744E0" P&EP,V ijr JJ 1, L ve LeiU /2 6 Y DIZ t'l/#J 4.4L PREPARED BY3 81,./.&'_ ie,ffiad TITLE i¢6EA/7- DATE,/,4 4/z '/4- yrs /fr" � 6�/ ��3 �� \/ ,> / 7 /'1/4Z/ ' � p C� :_.� . �� /�6TF '• ,��.� /5 / r / -7.i . -z " 3 60 -7z),,,° ' f ' ( LOT 11 MAY 2 21 2014 EXISTING GARAGE AP, . / 2e P�•iy i w n 6 - .' v y li UTILTY cs z N 21°14'40" E 10 `_1 •7 LE 0 0 dPTJE r TY 0 6 , 014..) i Are Gr� R---i1C) �v 3 J -c-c),- O 3�, ; , or iiriiTs OC, '16 9e A/ C �/t�, /¢itTl//✓( O G -411....\\ b///z5c zww// A,/���_ i 1 k Y� z3 0' T29.5' / //" ,(//6 y7�� -r.'/A' I2/Aen -' r---- x x '-' �_ . ._ _All:F_r,1: 4 39.0 EXISTING GARAGE 0 /E , AZ-ii - O/L 8�'71�R ' 1/�// y'' _ �y 0 II X • r w:_ ,- _`; :�.E:.�.,.`:,.KZ T SE REMOVED w /mac - s ii '� x 4D.W. \bi.USS/2 ;9 , '�fl -- E€� _�-- GARAGErn WI - : - -__': _ : •••••••I _ = ' - .,5.-_d..-c--<s.. CONSTRUCTION DUMPSTER �' /-� /e/S0‘1] 1 R IT 1I` O _• - _i... -:T:.�._T.--' :: ,:":f. TO REMAIN ON SITE FOR IHI U IFI+ I :, .:s„ Yt_`-T:,_ �� DURATION OF CONSTRUCTION 45.0' ;. t - \- .. / . Et �. , 0 na T1SAY 111, 270 LITTLE „..._ YX Ili \ r-, P WOp o 0 rzi ON oRfSTITc-AoE-LAFOsVR TDucOURERAoMINAOtNNN kV( Z n PECCNt I -. ra � kk 4 On - 14 , _< )cksl ra= o1IZi B A Y 'X � � aN70 z \\C): Illi ( LOT 116 rl� P/ffi / a ` O m / C'/zGrS/FTov "1111 10 37.6' P t:Q \ to o114! x e<h k - Jif! �2,5S � 7A/65 D , ti? <S) xhxx , z ' 1 : o N . ' 2, . .� . II ii % C6— ,ZOCKs °% _ D.W. APPROVED BY /Z�BS "4471...., ,,e i.15 :5, O \\\*N., t R 'l . NIBOARD OF TRUSTEE, 0 - ,. /-7//21/.. - kk °° TOWN OF SOUTHO W m It le" '� e63o ”' P2lyZ /1-7/. . ...5-/1-7/. . ...5- _ kk k O DATE cr)..._ Alk V v tiJETTY v 1 ' LI& ITS OF IAS 1. '/ `- /•4�✓� 6y/tE"SS .• C' k k k t I•iiT ARINGN 4110 110.45' 410 /WI . ... , 0 +.rdiare - , , Ct .. STONE REVISIONS: D R ": 7, HEALTH DEVELOPED FEMA FLOOD FEMA FLOOD TEST HOLE it , E C F. PUBLIC WATER ZONE VE 10 ZONE AE 6 DEPS. /ROAN LOAM OL 1[1.41 EXISTING GARAGE 0.5 MAY 2 Z 2014CLOT 1 7O 1I '-_-_ i0.0VM NLN SANG SM �`� � � 3 BROWN FINE TO I ? COARSE SAND SW y UTILTY w Q N 1°14'40" E 108.1' aoLE x ,� ' Cr: o c n r,.. _ 5 1- U -- -----'-- EL.5.0 , • � � 0 < 1b 0 U JETTY O LIMITS OF j. o ' LOCATION i•. _.•i LLI U {. --- G , a fAfID Ill WTO COARSE BROWN FINE III L}41 CLEARING , . EFoua+Movtona .... p I I .., MEW RETAINING WALL S[HDS 'U MW'S) O W ,) C �"'' IIJ• EXISTING GARAGE • O IT,.' O WRE REMOVED � Li ( l - c _ TO f FINISHED GRADE LA) • �i-1 -__..... __7____ 3 29 \m• WATER ENCOUNTERED 1.6'BEIAW SURFACE I I III=II�., I,'I„III 6 - 4 _ d 2 �s{ ............. llc =--111.-1111,>.A- 0 Eli--- I I I I I ° GARAGE LA Q t� TEST HOLE DATA sr: J McDONALD GEOSCIENCE d T O1 W STONE D0.1VEW m IV4l3013 No.4 REEA0. �" 'I' IX z •ZD.C. La (� 2. O v - NEW TTOOEL 55.0' U 'n UQ tL 7' • AT HOUSE p No.4 REBAR yEN�. P., •'+ 5 -BCL 45.0' NI -pL t _ •3'O.C. FINISHED GRADE ¢ R N 7 �� ¢zc.J - j +� �. 74 DEVELOPED �' II II-mr'-III .1 1 CC LLI `', ~ Z. ' •W __ ....W FZONE ••6, T PUBLIC WATER MEMBRANE fEWATERPROOFING fKSYSTEM SR)F d° _ I- - �• L1.1 I. Z r'� LITTLE ..I Holl, FEMAF.•.' �^ o r e C crs eY S i/+ ff' ZONE xRS ZLLI [/ it- p yN�a TTE3SI j E ► n VJ +O Q y p T :T ' :MIN 1 v �° 11 ECON IC Lm 6 aDn 1 O ' ; e9Io: OPO (;Q t. = rr z m 1 O _``1�1�EL 6' I m CLOT 116 ` OM a NOJ. 4•IZ'IX �f° I Z T 37.6' AL1 ea SEE AT►AGAR=O SPEGSYL3. OC F3e�'ltl a A�. I'. 0 ' ' `�R 7 = GRADING Pi4AN ANDJ2 PLO i j�LA �� o_.P__ E•� o 1Ilio: l,�,, 1 -No 3RESAR•IP0C. d 174 1 a `$ _ 763 v -~ a 0 '4 SEPTIC CONC. RETAINING WALL DETAIL • (NOT TO SCALE) 4y APPROVED BY W ® ELT ., �"; Za MI" * _ I WEST L A K E D R I V E MEETS&BOUNDS w DIRT ROADWAY a BOARD OF TRUSTEES O BY:JOHN FREERS,LAND SURVEYOR Z n n p n % I. b ',.. ii DATED:9/17/2013 0 O TOWN OF SOvTI-tUa. 4 g Q EL 8' F.I M1. v 17TY v p LIMITS OF GRADE EL:AUN to s 1, CLEARING-1 4%ROM :. ! PROPERTY: 10,921 SQ.FT. 0.2507 ACRES DATE •RETAINING WALL I RETAINING WALL IM z.; _ Q _ �+` 110.45' S 21°14'40" .� STONE EL.8.0 S` sa 'At. r FEMA FLOOD FEMA FLOOD / ,, /. "'EXISTING E ZONE VE IO ZONE XS00 i`1`i Y , a,. #� C TM 1000 90 2 3 Ar CLOT 115) i. \ - rr EL.8.0 �.. 7� ; \ I DEVELOPED r g OAP BAY w/OIT FENCINl. PUBLIC WATER y 3 (,� Cl) SITEPLA ' .,.. == 0 oz i fit. x SCALE: 1" = 20'-0 __ `' ar, a o SHOUSE) I ,y '�,.. _ . FIN FL.140 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �+-+ NOTES: LEACHING POOLS SEPTIC TANK HUNG v o O A PERMIT FOR A°PRG4'A! OF it^F1 k.'ON FOR en c I).MINIMUM LEACHING SYSTEM IS 5 POOLS:3'6'DEEP,r DIA. I).MINIMUM SEPTIC TANK CAPACITIES IS 1500 GALLONS. ADO CLEAN FRL .r F N. M'N. 1.5' AS IRED FIN. p7 I.. ,_.F`:,..�• I'L 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 pd AT qRA� 4 _ S I f G L E FAME,:( ;-[C.+.') J:.i.',.::: (OR EQUAL). 36 DAYS. I= INV.EL^.•.�I 111 I. i J INV.r, • ',.` , 3)ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). 3).WALL THICKNESS SHALL BE A MINIMUM OF 3'.A TOP THICKNESS OF 6'AND A -- ---17-777-(ID 1 ITN I_III 1 l-1 I 1 I 160.1 �''' _ I-- = I I BOTTOM THICKNESS OF 4'.ALL WALLS.BOTTOM AND TOP SHALL CONTAIN I 1 CLEAN- 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER UNE SHALL BE REINFORCING TO RESIST AN APPLIED FORCE OF 300 pd. I I - INV.EL_APPROVED HPE I I-INV.EL (500E41 ItNV.EL APPROVED P11 INV.EL (5)3'6'd.ep,B'6M. .` '�,IAND = '�' 1 6 2014 MAINTAINED. B.r Mn.PITCH,N'/T 6.5' SEPTIC TANK 1.51 mN.PITCH VITA' T,' LEACHING POOLS .-C�, 4).ALL/OINTS SHALL BE SEALED SO THAT THE TANK U WATERTIGHT. SRADE.EL 7.5 (' R.10-1(1 I .7 S).AN r MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL DATE_ *.J• 1 Z I'+ I�I V v BE MAINTAINED. 3).THE SEPTIC TANK SHALL SE INSTALLED AT LEVEL IN ALL DIRECTIONS SIXTH A (EN EL INV.EL I DRAWN: MH/MS MAX TOLERANCE OF 4/'V4')ON A MINIMUM 3'THICK BED OF COMPACTED 3.T 16' r MIN. SAND OR PEA GRAVEL APPROVED C�.�. SCALE: 1/4,_f,-0" 6).A ID MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. - _ - WATER EL I.4 _ JOB 8. ¢ PROPOSED SEPTIC SS STEM DETAIL FOR MAXIMUM OF (0 BEDROOMS Apri101,2014 Abandonment of existing sanitary s stz c7 must be in MDT TO SCALE) SHEET NUMBER: EXPIRES THREE YEARS FROM DATE OF APPROVAL comfornance with d?ep rtmert E e=uirernent Submit completed form WWM- Q as proof. • ..,..---74; --",--7--7-••• REVISIONS: HEALTH 00/00/2009 DEPT. • i .0 MEM n U h (HOUSE) I~ a F 3 AN.FL.:14.0' 1i ,i ; d I' i vi PILING ADD CLEAN FILL 4 5%SLOPE AS REQUIRED (TYP.) FIN.GRADE MIN.EL.10.5' FIN.GRADE MIN.EL.10.5' _" l I INV.EL 4 --. INV.El.--j, " V' y' ' " ' r " 1 RETAINNG 9.5' 1 8.6' ' ' h WALL 0 I I I I I—(10' 1 1 1 1 I II I I ! I I I I-(8'0.1-I I I .v n s> v A A,' v i I I I -' Z INV.EL APPROVED PIPE —INV.EL. INV.EL. INV.EL. " �- — O I —' I(5)3'6"deep.8'dia. 3'CLEAN _ 1500ga1 APPROVED PIPE LEACHING POOLS V„ v SAND NAT.GRADE: EL.7.5 H NAT.GRADE:EL 7.5 8.8' min.PITCH 1/4"/1' 8.5' SEPTIC TANK 8.0' min.PITCH 1/8"/1' 78 , COLLAR g 1 I 44 H a 20' ROM INV. EL. INV.4.6EL 0 SEPTIC 3.7' 3'MIN. ct" U WATER EL.1.4' rQ a PROPOSED SEPTIC SYSTEM DETAIL (NOT TO SCALE) -+ A Q SCTM# 1000-90-2-3 0 > O Az � o i 14 :'A'' r:4°4f •' C/) - s "`#t -if ' ' DRAWN: int/MS ` war: SCALE: 1/4"=1'-0" JOB#: A April 01,2014 SHEET NUMBER: S2 REVISIONS: HEALTH DEPT 00/00/2009 . Wer I (> • ids:-.:i 41 _0.• • ` •0. .•.�. • •_0.. • ••0 / I - a PORCH C ( e "a IQ L) ;_.�t�2°t'L..--•� • —w�ua .._. ii+wrCir..iirsiiacl4atis.—•—•—•-44s E4801 iii (ASSUMED) ••• i MEM•NEM•• ••••••• aua<w •• 110•• _• 3._._._•_._._•�_ r / Pnliall i'.af.1fiS.14114.1..flRtt l.Tllf,'t a IFY 1Y.PI AlIAw' EL GRADE: yi T l 1;y I. E� EL T.D p } �t f Ro WOOD RETAINING WALL I CONCRETE FOUNDATION �V. 'O Q (TO EE RIMMED) , ,.....a.•..u•. =.�.•...•..----• _ •...• yi i I WAEWE / Z • •.. ,;i nt{Ilt Ex.GRADE: / I ',..—� I / SPY>Y,n P,.0 .. 't EL T.O :/ ..A'..4�..•Ly 1s'-1'h" I I Ittrii4 I 1 Y1!' f / I i s ;I ' :. ..1f4r.45-�'..'.(���L/.� - .i--xis ffl•'S1�1}TfAf'..1'lf•."n �T.i. ..sr.i• {� I>vV1,fP•>iIaHYY 1•1>.,./ Nj O f�NEW GRADE D.(0.1' •_____ ', • :; ' I / Z {_+ (F)L GRADE:EL•.0) E 1DEL FLOOR.1 E%.GRADE: O I g / EL�.a If I•:T i a a V-.Li 1 I �/ '' ;i NEW GRADEEL S.0 (EX GRADE:0.].0'1 / A EEE{ Sj</ i .. I / ' I I NEW GRA::10.1) . II EX GRADE: G�/ I '. i' I / t fPTO EL70'URALGRADE TAININGWALL) •11 II• I " II / I I / COMMENTS: _—__ -__-__ �____I} _ RR / SCTM# 1000-90-2-3 I.RREAK-A-WAY WALLS ' t4iw .� rrnat:-•--A/ FTNINIG WALLS NEW FEL 10.1' �. 'O0. 7 GARAGE DOOR / E.DECK/PORCH GIRDERS (EX GRADE: 6.74.01j 3'-2" 3'-7" 1 9'-Z" 1 3'-1'h"`$ 0.RMWW / 4.0){.RUNG HEIGHT AT DECK/PORCH 1:;'... ^ Ex.GRADE: 0EL].O 5.EEAM/PAJNG IN GARAGE ALONG STAIRR WALLQ �! ♦ ' / FOR FI AND AT LANDING ' NEW CMDF EL 5.0. / p A IEx.GDE:EL 7.0) DOOR OPENINGR....I 6.PIUNG AT GARAGE DO �" •0 :P I�1: Q LANDING FOUNDATION PLAN ear �` .4 'x x PROJECT NORTH ,,, . �' Jrr ° SCALE: 1/8"= 1' 1 c i 11: ;. '.. DRAWN: MH/MS l SJOBCALp:E: 1/4'=1'-0" ` .♦ __ ' `, ,.j April 01,2014 SHEET NUMBER: A- 1 REVDEPT. ISIONS: DEVELOPED FEMA FLOOD FEMA FLOOD TEST HOLE HEALTH 00/00/2409 PUBLIC WATER ZONE VE 10 ZONE AE 6 BROWN LOAM OL (LOT 11'7 EXISTING GARAGE --- BROWN SILTY SAND SM BROWN FINE TO COARSE SAND SW UTILTY ----•46' N 21°14'40" E 108.1' 3LE illi n n n n t's ...... .......... 0 • j EL.5.0 LIMITS OF i o �' �� ./� CLEARING _ WATER IN BROWN FINE -"'��' TO COARSE SAND 4. %.0 p F4,0-1 • 29.5'• O .•O C - 19'. EXISTING GARAGE ° E B E 'Pc TO BE REMOVED "p FINISHED GRADE _ ` r V "° --__ W 3 III�il11=111111 0 • ` Vi Ill WATER ENCOUNTERED 4.6'BELOW SURFACE _'t't I I I III GARAGE 0 t n it E= TEST HOLE DATA BY: ) McDONALIENCE i n STONE DRIVEWAY rn 11/4/2013 \ No.4IE8AR o r o.c. • al i No.4 0.EBAR LJ ,..T �. 4i 45.0 1 , I -4 r A 2'O.C. O FINISHED GRADE ti X I\\ �'• FEMA •••D DEVELOPED �' II III ��rdu-lllt111 p PUBLIC WATER MEMBRANE WATERPROOFING ° 'STT'_ II-�_ TEST NNW ZONE 6 C �• SEPTIC SYSTEM SIDE 70 .ljL. I I X 6• LITTLE "' �1 4' = sI'- .. HOLE., L FEMAFL••, 'i 1 + ZONEX PECONIL T E �i � o 4 n� PROPOSED ,- i� oo[Cr z _ 6Ntitiikie 1 Z STY. /" 3.�.-' - Cl) , ADDITION I•1 GRADE EL:MIN.10.1' EL.6' eI .596 SLOPE. No.3 REBAR®12'OC ° APPROVED�Y CLOT 116 ; ' ` a BOARD OF TRUSTEES ' mob o'� a TOWN OF � IVr� L J D q� D P D Q .. - rh) 1 j / AGN,,3 REe,vt a le•o.c. �! d L- el ,D. - DATE Wa .. 1 N ; _ ' r ® '' ® PROPOSED CONC. RETAINING WALL DETAIL r EP �A �... __ W y R I / A EL.7' (NOT TO SCALE) A W a W A 2a MIN. GRADE EL:MIN.92' WEST LAKED R I V E W 3 CO -_- -I EP I \O ) •594 SLOPE ./.5*-0/4-(211 -....._ _ O DIRT ROADWAY a I _ o O v u u JETTY V V LIMITS OF la =E O EL.8' a `, CLEARING ` F AIN NGWAu aErLNwcwAu l O MEETS&BOUNDS Q /al, " �_ BY:JOHN EHLERS,LAND SURVEYOR 110.45'Cia S 21°14'40" W DATED:9/17/2013 STONE i EL.8.0 FEMA FLOOD FEMA FLOOD 1000-90-2-3 EXISTING ZONE 20NEX500 (LOT ) 115 � :. \\\\\ rl EL.6.0 I PEVELOPED WATD s i '\ ''\\, ......., � rIAY BAY w/SUT FFN!•INTI PUBLIC WATER yf 4�.4 \ r:nc.•+monvn:iw 2 �y wil C6 => SITE PLAN' o A z SCALE: 1" = 20'-0"�, = 4 y_ (HOUSE) 3 1,tZISIPr _ C O LEACHING POOLS SEPTIC TANK y• FI 4d 'I` I. 14 O Cn NOTES: NOTES: :-7:::;41; Co) en 1).MINIMUM LEACHING SYSTEM 15 4 POOLS:3'DEEP,8'DIA 1).MINIMUM SEPTIC TANK CAPACMO IS 1000 GALLONS. O NAT.GRADE:EL.7.5 (I1 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT # (FIN.GRADE:MIN.8.9) FIN.GRADE MLN.EL FIN.GRADE MN.EL 9.2' (OR EQUAL). 28 DAYS. : INV.EL�1, BINV.EL ['y 9.1' .}' ^ 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). 3).WALL THICKNESS SHALL BEA MINIMUM OF 3•.A TOP THICKNESS OF 6•ANDA [11.8') 1 [13.Y 1 ' BOTTOM THICKNESS OF P.ALL WALLS S,BOTTOM AND TOP SHALL CONTAIN •� 3'CLEAN 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER UNE SHALL BE REINFORCING TO RESIST AN APPUED FORCE OF 300 pd. y INV.EL APPROVED PIPE INV.EL 10009.1 INV.EL APPROVED plpE• INV.EL (4)3'deap,B'dla. ��SAND MAINTAINED. • 7.9 min.PITCH 1/4/1' 8.1' SEPTIC TANK 7.6' min.pRCN 1/8'/1'1 7A' LEACHING POOLS COLLAR 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. M 5).AN 8'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL • (� 1 e . .P1 P BE MAINTAINED. 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A $ NV.EL • INV.EL 1 f -R_• DRAWN: MH/MS MAX.TOLERANCE OF+/.1/41 ON A MINIMUM 3•THICK BED OF COMPACTED SAND OR PEA GRAVEL .• ._---..- _. "� SCALE: 1/4"=P-0" WATER EL I.4' JOB#: 6).A 10 MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. �- - - - - PROPOSED SEPTIC SYSTEM DETAILA February 12,2014 MOT TO SCALE) MAR 3 1 2014 SHEET NUMBER: B-9���� SURVEY OF LOT 11 6 N AS SHOWN ON A CERTAIN MAP ENTITLED"SUBDIVISION MAP CEDAR BEACH PARK, SITUATE AT BAYVIEW, TOWN OF SOUTHOLD, NEW YORK," D V f _ SURVEYED AND CERTIFIED BY OTTO W. VAN TUYL, ENGINEER AND SURVEYOR, AS MAP NUMBER NINETY(90)ON OR ABOUT DECEMBER 19, 1927. W E SITUATE : BAYVIEW JAN 1 7 2014 TOWN : SO UTH OLD s SUFFOLK COUNTY, NY 1 t `f n so. _ SURVEYED 09- 11 -2013 UPDATE 09- 17-2013 FLOOD ZONE 1 2- 1 1 -2013 REVISED 1 -6-2013 SUFFOLK COUNTY TAX # Q 1000 - 90 - 2 - 3 CERTIFIED TO: O'- CYNTHIA A SCHAEFER /L&,,i JOSEPH SCHAEFER ; CHICAGO TITLE INSURANCE COMPANY 'C) Pcke • SFS .14 FFMq 4000 n, Y 1\0,113; • (:)/v 20 n; �4OOD?p Fq6 2 rn he°GF ill V Gq�MF 6- - -- -- 6.2, • O D k / / f G� ti �'II r N '77717....-„,.. •4) 1 a O z F •: rn - f - Atkze O .i • 7 O FND k 0I•• k > g,rn 0. r ourtit � , s 40 , R/NI' h005 fF co LI,/ , r.: To�i� r� O 0 f 3� � v V. 0, .`S 0 V- o 1 ik o' V 66 Mq O i/ -re 000?pN� 14/000 80, O VEio • 90 D 23 sTFP�/// ,_ -,: O s r ///// _ • V t� O egCh rl���Ale A - �l N (� • gThi hL,Pfr8 6r4" .> . Arek hFgD . no'.t,-.t..., • �-7- 93•9S sr PC(-) ' ,All, •...., �,q . FLOOD ZONES SHOWN REF. FEMA FIRM #36 I 03C0 I 69H . • ELEVATIONS SHOWN R . N.A.V.D. 58 DATUM . • ,,,,,,,,,,ir,,, "Unauthorized alteration or addition to a survey NOTES: r,+OG NEW • map bearing a licensed land surveyor's seal is a J O h N C. E h LE RS LAND SURVEYOR violation of section 7209, sub-division 2, of the • PIPE FOUND ����*_,C.E14 „y0= New York State Education Low." `C;'' "only copies from the original of this survey ,IQ Cir t••• •�; marked with on original of the land surveyor's /� ' , !�. stamped seol shall be considered to be valid true % copies" 6 EAST MAIN STREET N.Y.S. UC. NO. 50202 ' ♦` Area m 10,92 1 S . Ft. ; 1 i' �t ; "Certifications indicated hereon signify that this T surveywas prepared in accordance with the ex- Area = 0.2507 Acres RIVERHEAD, N.Y. 1190 I 369-8288 Fax 369-8287 ' sting Coda of Procike far Lond Surveys adopted s_ =�. rr"�.tt4 by the New York Slate Association of Professionol GRAPHIC SCALE 1"— 20 `/ Land Surveyors. Said certifications shall run only longlslandlandsurveyor.com .�'F �;,. to the person for whom the survey Is prepared, MI Mil 111111 4,nc SO JP,eand on his behalf to the title company,governmen- _ �.V`D OCj/•i tot agency and lending institution listed hereon,and . stitution. Certifico- ,,„LAN,,,, to tfloss he sore n not tronsferableees of the n to g in additional institutions 4/m/2013 II,sr our. C,\UM.r,,,OAp.cunrny\u,pw...\1y\t}Ipl.po r n r ..* k y; �. x }, - -e°ff ems. . # 2 y,* A'S Af ;' , ver �',4 V r-,.1e'-* R , (4;8 :4.'- V11 r -Th MAR 2 6 2014 ._,/ EL 13.6 EL. 14.0 EL 13.6 11Lj114/J1J(441.144•17 4/J144/0(44 EL. 7.0 EL 7.0 WEST EL 14.0 EL. 8.0 LENGTH: HEIGHT: GROSS: EL 7.0 330 Vr 4.0' 132.2 SOUTH 40'-2 3/4' 4.0 160.9' 20.9 1/4' 9.0 116.9' 34'-0112' 7.0 239.3 6r.a• T.9 396.3 EL. 13.6 EL 14.0 EL 13.6 t.4/JL4,/1L,..o. l4/../L. AVERAGE: 5.7 El 9 2 EL 10.0 - - - -EL. 8.0- - EAST EL. 13.6EL. 14.0 (lcfl. ,. . EL. 10.0 0-. S.0 - - - - - - - - - - - - EL, 7.0 NORTH EL. 5.0 D (�+ y 11'1O'/," 6'-O" 11'-7'/," T o" L47 ..a I o O - 2-3X10 - 2-3X10 O 2_3X1° - O 2-3X10 O APR 1 1 2014 of ri Z- E ' ° 0 i 0 X-B RACE 3 11" 8'-1o1/2" 11" T-6%" 7'6'/," T-31/2" T_3,W 11" •` %nl I fi in I 1- in. ti ' Construction Notes - Schafer - , 3x,° , � � , �x,� ,-3X,°= �� X : 9 _ r - - p O 1OIA I0 r -1-- O HUCQ310 SDS Q 1. Piles to be 10 inch with a 15 ton working load. Deck piles to be 10 ton working ' _ ' = 1 NEW DECK JOISTS.,. W load = X z z - - R Q W 2. Top of pile elevation shall be in accordance with architectural drawings. I -^1 A it _� EXISTING FLOOR JOISTS I ,- -.- - _ - a_ ISI Confirm with architect elevation prior to the start of installation ; 7 _ rn 3. If break awaywalls are used, break awaywalls shall conform with FEMA " 0 -(tj I 0 2-3x10 O 'o z PW4 OHUCQ310 SDS aJ reits and details w I 5 J rW Q ti 11" 3'4f2" w 4. X-bracing for the piles shall installed in locations as noted in the pile plan, XI m 01 U X o x details of the installation shall be coordinated with architect to conform with X __! -3X10 ,-3x1° - - `' co `' �I >s - z X-BRACE any break away walls. 0 o 5. All x-bracing shall be 2 x 10 ACQ 1 , 71 J ry -O T'3X10 - 1-3x10 - -0 1-3x10 O I4 14'7" r 6'6" 6'6" 6'-6" 11", 6. Contractor shall verify all dimensions for the existing building prior to installation of piles, and ' X o ' '� I EXISTING FLOOR IOISTS 0 re 0 !J ry t .l. 0 m -- m 0 shall notify any deviation from plans to engineer � - " ' " NEW g ECK OISTS N 1 r I X I I 7. Block between both 3x10's when installing simpson HUCQ310 SDS. --.9 O •-H 0310 SDS 1-3X10 2-3X10 2-3X10 2-3X10 2-3X10 ,,,� L - _ - - O - L p O 2 HUC 10 SDS 2-HUCC,310 SDE_ 8. Joist Hanger HUCQ310 is in stainless steel 11" 5'-11" 1 8'-o'/," 7'6'/," 7'-3'/:" 7'3'/�" 1T-6" r11 CO I I NEW FLOOR JOISTS X E I I O O, ZD O Z.? ZO m m 0. OJ O. O. ,„ I 21 92" - provide 3'- 1/1'� 2- 'U 0 SDr TIMBER PILE SPECIFICATIONS ? 2-3X10 i - fl 2-3X10 o2-3X10o 2-3X10� _ ,_3x,0 A chtied to prov de suppo t For walls about--O 3x1 8'-O'/," '- �� T-6'/4" 7'-3'A" 7-31/2" 7'-8'h" 10'-O" 1'_9,/"11" 1).HANDLING,STORAGE AND FIELD FABRICATION,INCLUDING TREATING OF CUT ENDS,SHALL BE IN ACCORDANCE WITH(AMERICAN WOOD RUNGS 5" ASSOCIAI ION)AIWA M4. X-BRACE 2).PROVIDE 10 INCH BUTT 8 INCH TIP WOOD PILES.PILES SHALL BE SOUTHERN PINE OR DOUGLAS FIR AND SHALL CONFORM TO ASIM D 25,UNUSED, PILING PLAN SIMPSON HU310 CLEAN PEELED,UNIFORMLYTAPERED,ONE PIECE FROM BUTT TO TIP. 1/4" = 1'-O" 0.0 W 3).PILES SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA C-SOUTHERN PINE 1.0 PCF CCA/DOUGLAS FIR 1.0 PCF ACZA14.1 4).TREAT FIELD CUTS,HOLES AND OTHER PRESENTA1IONS IN ACCORDANCE WITH NWM4. ' z 5).PILES SHALL BE END-BEARING TYPE OR FRICTION TYPE AS INDICATED.DRIVE END-BEARING PILES TO THE REQUIRED BEARING VALUE .j Z � zin � 6).PROVIDE PILES OF SUCH LENGTH AS REQUIRED TO DEVELOP THE SPECIFIED BEARING VALUE,TO OBTAIN THE SPECIFIED PENETRATION,AND TO CO EXTEND INTO THE CAP OR FOOTING BLOCK AS INDICATED.MIN LENGTH SHALL BE 20 FEET _ •+-t X 0 CO Lf') 7).INSTALL PILES TO THE REQUIRED PENETRATION,OR THE REQUIRED BEARING,AS INDICATED,EXCEPTAS SPECIFIED IN AR11CLE 3.04 C AND JETTINGQ O O WILL NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED BY ENGINEER FOR THE LOCATION. #5 REBAR B IT ew. Z m TOP Cr BOTTOM 2O. 8).WHEN NECESSARY TO ACHIEVE THE REQUIRED PENETRATION,DRILL HOLES OF DIAMETER NOT GREATER THAN 90 PERCENT OF THE AVERAGE _iv_ �__ a 0 CO CROSS-SECTIONAL DIMENSION OF THE PILE ATTHE DEPTH BEING DRILLED,AND DRIVE THE PILE THEREIN TO PRACTICAL REFUSAL CO 9).COMPLETE BACKFILL TO THE REQUIRED ELEVATIONS IN THE AREA WHICH PILES ARE TO OCCUPY BEFORE STARTING TO DRIVE PILES, � W 10)DO NOT DRIVE PILES WITHIN 20 FEET OF CONCRETE LESS THAN 7 DAYS OLD. g -1\r- 1° d E '4) (O/ ' I 20 TON RYP) 11).DRIVE PILES AT INTERIOR OF BASES OF FOOTINGS BEFORE DRIVING PERIMETER PILES. N � ^ L L 12).IF NECESSARY,PROVIDE ADEQUATE LATERAL SUPPORT FOR INSTALLED INDIVIDUAL PILES TO PREVENT EXCESSIVE TEMPORARY FLEXURAL STRESSES 11(3" O r f N£ b" OR MOVEMENT OF THE PILE TOP OUTOF TOLERANCE. +` = O O WSI:H 13).MAINTAIN THE HAMMER COAXILE WITH THE PILE DURING THE DRIVING OPERATION BY USING A COMBINATION OF DRIVING CAP AND LEADS. X - XC _ _ 14).INVESTIGATE ANY SUDDEN DECREASES IN DRIVING RESISTANCE FOR POSSIBLE BREAKAGE OF THE PILE IF SUDDEN DECREASE IN DRIVING �- E 3tevrl wt. RESISTANCE CANNOT BE CORRELATED TO BORING DATA OR SOME INCIDENT IN THE DRIVING,AND IFTHE PILE CANNOT BE INSPECTED,SUCH o DECREASE IN DRIVING RESISTANCE MAY BE CAUSE FOR REJECTION OFTHE PILE 11-{- - `N i oso'`to'� 6 TOP ELEVATION OF ''`-'/771,- 15).RE-DRIVE ANY PILE WHICH IS RAISED DURING DRIVING OF ADJACENT PILES,TO THE ORIGINAL TIP ELEVATION. PILE CAP TO BE O O -I 8, DETERMINED IN FIELD 16).CUT OFF PILES AT TOP ELEVATION DIRECTED BY ENGINEER REPLACE OR REPAIR PILES WHICH ARE DAMAGED WHEN CUT OFF. DRAWN BY: JG 18).DEVIATION FROM LOCATION OF PILE TO BE NO MORE THAN 6 INCHES FOR PILES PERPENDICULAR TO THE FLOOR JOISTS AND 1 INCH PARALLEL TO3z 4/10/2014 THE FLOOR JOISTS 19).PILES NOT MEETING ASTM D2S REQUIREMENTS WILL BE REJECTED.REMOVE SUCH PILES FROM THE SITE AND REPLACE WITH SOUND PILES.PILES O BROKEN UNDER DRIVING STRESSES MAY BE CUT OFF AND LEFT IN PLACE IF APPROVED BY ENGINEER FOR THE LOCATION.OTHERWISE THEY SHALL SCALE: SEE PLAN BE EXTRACTED AND REMOVED FROM THE SITE. A...A tO 20).FIT TIMBER PILES WITH METAL SHOES ON THE TIP WHEN THE AREA OF THE HEAD OF A TIMBER PILE IS GREATER THAN THAT OF THE FACE OF THE HAMMER.USE A SUITABLE CAP TO DISTRIBUTE THE BL OM THROUGHOUTTHE CROSS SECTION OF THE PILE. 1° µ. 1O SHEET NO: 21).AFTER TIMBER PILES ARE CUTOFF,TREAT CUT SURFACES IN ACCORDANCE WITH AVVPA M4.REMOVE CUTOFF SECTIONS OF PILES FROM THE SITE F I R E P LACE CAP AND LEGALLY DISPOSE 22)THE PILE CONTRACTOR SHALL HAVE A PROFESSIONAL ENGINEER CERTIFY THE PILE LOG INDICATING THE BEARING VALUES OF EACH PILE D EC_ E' T! v APR 1 1 20147 a--I-�1,-O�� -- - -- - �- -- -- -- � - - - - -- -- - -- ._ - - � - - --q1'-0., o :7 +- Di O - 2-3X10 - 2-3X10 O 2_3X70 - O 2-3X10 O ! I aE C1,f1 ; 6.3::: ..__ Y O u '� I X-BRACE 3 ' i 11" 8'-1O'k" 11" 7'-63/4" 7'-6'/," 7'-3%" T-3'h" 11" v,`4'r 'r [n 'f' N Construction Notes - Schafer En 71 0 ,=3x,0 ,ax,o _ ,-RX,n * -�Xio // , 9 iet, - _ 73x10 - -�' HUCQ31O SDS --- , O I , I° 1. Piles to be 10 inch with a 15 ton working load. Deck piles to be 10 ton working i NEW DECKJOISTS v load I I 0 ° - 2. Top of pile elevation shall be in accordance with architectural drawings. ° I Q W J Confirm with architect elevation prior to the start of installation I m ^ EXISTING FLOOR JOISTS I I (L �! 3. If break awaywalls are used, break awaywalls shall conform with FEMA " 0 -(� I - 2-3X10 0 OHUCQ310 SOS 0 _ O ---' v requirements and details I I H l� 11" 3'-4W' 4. X-bracing for the piles shall installed in locations as noted in the pile plan, ^ 0R.1 °I U 0 rfl details of the installation shall be coordinated with architect to conform with x _-co ! _3x,0 1-3x10 - - ^ . m m1 3 x any break away walls. I 0 = Q► " x ~ s X BRACE Z 5. All x-bracing shall be 2 x 10 ACQ ' ° mi ` ' O T-3X10 O- 1-3x10 -O 1-3x10 O 2 11" 6'-5" 15'-0%" I 14'-7" r 6'-6" I� 6'6" I. 6'-6" 11°1 6. Contractor shall verify all dimensions for the existing building prior to installation of pies and X o � shall notify any deviation from plans to engineer ° X EXISTING FLOOR JOISTS m -X v m r h ry i 0m NEW ECK OISTS '' n ^r I t` ^ ~ " X 7. Block between both 3x10's when installing simpson HUCQ310 SDS. 2-H 310 SDS -- O ,-3X70 - 2-3x70 , 2-3X10 O a LI O - O 2-3X10 ^ L 2-3X10 `Q3) w 11" 5'11" 8'O'/," 7'6'/," z Huc 10 SDS 7 3 7'-3W' 2_-1ucQ310 SDS 19'-6" 11" 8. Joist Hanger HUCQ310 is in stainless steel. I �. reum-eu cc I NEW FLOOR JOISTS X O -I O `0 'D m O EN o\ O. ry I 3 " II z - - I r 9'-2" _r 3'-1% .- TIMBER PILE SPECIFICATIONS 2.3x10 ; {/�1 2.3x1° 2-3X10 2- ..- s- SD- 1 A chbect p wde or walls ab .- r- �/ O O ` 3X,0 support f o,., 3X10 - , ► 3X1[ (/'�) - to ro 8'-O'/," ' ED>i 7'-61/4" 7'-3V -1 7'-3'/:" 7'-81h" I 10'-0" 11-9%"11:1 1).HANDLING,STORAGE AND FIELD FABRICATION,INCLUDING TREATING OF CUT ENDS,SHALL BE IN ACCORDANCE WITH(AMERICAN VNOOD PILINGS 5„ ASSOCIAI ION}AMA M4. X-BRACE 2).PROVIDE 10 INCH BUTT 8 INCH TIP WOOD PILES.PILES SHALL BE SOUTHERN PINE OR DOUGLAS FIR AND SHALL CONFORM TO ASIM D 25,UNUSED, PILING PLAN CLEAN PEELED,UNIFORMLYTAPERED,ONE PIECE FROM BUTT TO TIP. SIMPSON HU310 13).PILES SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AIWA C-SOUTHERN PINE 1.0 PCF CCA/DOUGLAS FIR 1.0 PCF ACZA 1'41 __ I_O�� �` W 4).TREAT FIELD CUTS,HOLES AND OTHER PRESENTA11ONS IN ACCORDANCE WITH AIWA M4. Z 5).PILES SHALL BE END-BEARING TYPE OR FRICTION TYPE AS INDICATED.DRIVE END-BEARING PILES TO THE REQUIRED BEARING VALUE .J Z LO 6).PROVIDE PILES OF SUCH LENGTH AS REQUIRED TO DEVELOP THE SPECIFIED BEARING VALUE,TO OBTAIN THE SPECIFIED PENETRATION,AND TO t' `I J X Cj EXTEND INTO THE CAP OR FOOTING BLOCK AS INDICATED.MIN LENGTH SHALL BE 20 FEETa CN,14 7).INSTALL PILES TO THE REQUIRED PENETRATION,OR THE REQUIRED BEARING,AS INDICATED,EXCEPTAS SPECIFIED IN ARI ICLE 3.04 C AND JETTING < O O co WILL NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED BY ENGINEER FOR THE LOCATION. #5 REBAR�z OC em zO, O m = I�- TOP Cr BOTTOM N1 8).WHEN NECESSARY TO ACHIEVE THE REQUIRED PENETRATION,DRILL HOLES OF DIAMETER NOT GREATER THAN 90 PERCENT OF THE AVERAGE o D M ___4____4___ - CROSS-SECTIONAL DIM ENSION OF THE PILE ATTHE DEPTH BEING DRILLED,AND DRIVE THE PILE THEREIN TO PRACTICAL REFUSAL � ma- ya 0 co 9).COMPLETE BACKFILL TO THE REQUIRED ELEVATIONS IN THE AREA WHICH PILES ARE TO OCCUPY BEFORE STARTING TO DRIVE PILES, 12 10)DO NOT DRIVE PILES WITHIN 20 FEET OF CONCRETE LESS THAN 7 DAYS OLD. �I .� 1o'd1�E �/ 11).DRIVE PILES AT INTERIOR OF BASES OF FOOTINGS BEFORE DRIVING PERIMETER PILES. jr 1 k( 20 TON(TYP.I �y, CL 12).IF NECESSARY,PROVIDE ADEQUATE LATERAL SUPPORT FOR INSTALLED INDIVIDUAL PILES TO PREVENT EXCESSIVE TEMPORARY FLEXURAL STRESSES I l " `` 0 10 f(QF I�IEill�„ OR MOVEMENT OF THE PILE TOP OUTOF TOLERANCE. t 1 , ) 0 . e•q• 13).MAINTAIN THE HAMMER COAXILE IMTH THE PILE DURING THE DRIVING OPERATION BY USING A COMBINATION OF DRIVING CAP AND LEADS. C)( = Xm c = = 2 Cyt ` 14).INVESTIGATE ANY SUDDEN DECREASES IN DRIVING RESISTANCE FOR POSSIBLE BREAKAGE OF THE PILE IF SUDDEN DECREASE IN DRIVING � E = o ISI ' ; RESISTANCE CANNOT BE CORRELATED TO BORING DATA OR SOME INCIDENT IN THE DRIVING,AND IFTHE PILE CANNOT BE INSPECTED,SUCH H 32' ,t ; Rs DECREASE IN DRIVING RESISTANCE MAY BE CAUSE FOR REJECTION OFTHE PILE6 I I FAN 052��- , 15).RE-DRIVE ANY PILE WHICH IS RAISED DURING DRIVING OF ADJACENT PILES,TO THE ORIGINAL TIP ELEVATION. TOP ELEVATION OF �RO,.SS10il � ; PILE CAP TO BE Q4M. - DETERMINED IN FIELD 16).CUT OFF PILES AT TOP ELEVATION DIRECTED BY ENGINEER REPLACE OR REPAIR PILES WHICH ARE DAMAGED WHEN CUT OFF. ----Ar- ----/\1-- DRAWN BY: JG 18).DEVIATION FROM LOCATION OF PILE TO BE NO MORE THAN 6 INCHES FOR PILES PERPENDICULAR TO THE FLOOR JOISTS AND 1 INCH PARALLEL TO THE FLOOR JOISTS 32 4/10/2014 19).PILES NOT M EETING ASTM D2S REQUIREMENTS WILL BE REJECTED.REMOVE SUCH PILES FROM THE SITE AND REPLACE WITH SOUND PILES.PILES BROKEN UNDER DRIVING STRESSES MAY BE CUT OFF AND LEFT IN PLACE IF APPROVED BY ENGINEER FOR THE LOCATION.OTHERWISE THEY SHALL 0SCALE: SEE PLAN BE EXTRACTED AND REMOVED FROM THE SITE. NNIS wowsBO 10, 1 I 20).FIT TIMBER PILES WITH METAL SHOES ON THE TIP WHEN THE AREA OF THE HEAD OF A TIMBER PILE IS GREATER THAN THAT OF THE FACE OF THE '10 24' 14i ,or HAMMER.USE A SUITABLE CAP TO DISTRIBUTE THE BLOWS TH ROUGHOUTTHE CROSS SECTION OF THE PILE. - SHEET NO: 21).AFTER TIMBER PILES ARE CUTOFF,TREAT CUT SURFACES IN ACCORDANCE WITH AWPA M4.REMOVE CUTOFF SECTIONS OF PILES FROM THE SITE F I R E P LAC E CAP AND LEGALLY DISPOSE r 22)THE PILE CONTRACTOR SHALL HAVE A PROFESSIONAL ENGINEER CERTIFY THE PILE LOG INDICATING THE BEARING VALUES OF EACH PILE C r { J I._ EXISTING SIDING TO REMAIN �11 MR �',� y' L 1 NEW CEDAR SHINGLES TO MATCH r(J� 6- AZEK TRIM MINEN ���� RIDGE/SOFFIT VENTS THROUGHOUT i-1 , r 1' 1---i------- -- r- =r ---- ----- - _ --- ---– — r _ _ _---- ---- — -- --- s I I �� �_ I - - - - - - _ _ - __= =�- - I I 1 -r Ll' { I I 1 I I { I , 1 -_r I I t ,` -- ---�--- --" -._ -- LL __ __ .. _ _ -_ -. - ---_== 1 J ' 1—� i 1_ + — I+ 1J_--T-L_1_i i_ ._ I r 1�_ -�- r f \_ = .. — —. , _ -_— _�. —�- L_ i _a, Ili ____- I , I J_1_T 1_. 1-f I 1- 1 I ' I I i 1 i i �1 I ? I I i i t -! i i I _ ^_� -�- -______-7_,.......--- --= -_- (�" ; 1---' 1 -111 r i r 1 I 1 I I I ---------- — —_ _.___ .-L,,___.,...:-.:__._-___.-..--_ ,...-,__..... ..,__ —�—_ I I I��._L_i__ i — i_1 1 I Tl �_1 I _ I I I .1 I_1 r I —� i i I . ! ; L, { { ! _ +_ — - - — — - 1 --r— T-1 1 I I I i i r i r i t I 1 TT1 L '' - !�L I I I , 1 1 —__� I L- 1 I I I 11 —� ' - - I1 — – , 1 �,?--� L I i I { I ' i LJT± ::: ,1 _■■�■ - 1 l __!�__ IInn -L 1 I I I- nn : nn nn nn LI �� ■nn ' I . X11 11 1 11 1 �'�� T 1 1 1 , I_ r r T 1 ; 11- i, 1 i i_iti 11, 1 � � 11 _ 1 n n nen n n Bs n n II -- - , . ' f 1 I I i I _.-- -r•-• i 1 _I�n �I11 I� -II- f r 7 •f I , T � 1. _L_1 L7---------:_------ ----__- , --- I 1 1 1 I 1 _L L _L—i L I i I I I 1 I 1 r T_ I i I ! -�I 7 �l -L ' I I -- _- I I I ' 1 I _1 ' 1 1 i_ I 1 _ 1 1 1 1 1 _ 1—�L I I _�_ -_-.7-_,=_-_-_-_-_-7.:-_-_==___=.7-_____. — = i� `�' �1 I T— 1'-1 1 1 i 1 T . I 1 1 i i_1 i ' 1 ! 1 ` . I._ i i J i i { �l i i I I 1 1 I I I 1 ; I ! ��_ y _ I1 ( - 1 �T - - - - -- _- = = 6 - I 1 I ' I I 1 1 I I I i .I 1 1 �i L _I i i i i I ! I 1 { ---_ -..,�: - - _ _ ___�__-.�-_ O — — \ — — _-_ — --` -.�__ _ _I 1 I _ 11 1 I _1 I I I I I i I i_L I L _ -_.-_. I 1. J ` I - - -- - - _-- — - - - --_--__ --- - _ - t- i l T -_ I L1 ' 1_1 ___L. i _i I _�^, I I ` =I 1 i I L-1 -- - - �- - --- — - `"�" �f �� 11 J I 1 i �.11 ,10 -1, { I I I i - r I I f _L 11 I I I I �- 1 1 1 I 11 I I 1 j- ,' 1' � ll- 1 11 r L J r 11 ( i t 1 I ' r — T I 1 ' 1 I i 1 1 _, 11� i11 ? 1 _ r i I nnn I1 I L t L 1 I ILI ! t. i. 1 111 , 11 1 L T Li �_� I I n� -� r i 1 _ I II nn nn i 1 i - I 1 r I I I nnn { l�_ � LI 1 r 1 T i_LL ,1 I I 1 1 ki_L I L� L_- 1.1 I i - — I — L 1 I l�1 1 I �1 _`!–�I' } � I I IF �t ' z 7 i i I I i �I I ?, ► ��_,► �� 1-! -L ( I �_ 1 1111 1 _�T`i- l IT �_1 I T_ _, i , I r 1 T—` 1 1 1 =i 1 ( 11 1 1 1 1 1 I { I i 1 T 11 I I !_I I . I = _ ! _{ r i i 1 i _ I _ 1 r _ t I s� N �� L1 L f 1 1 1 1 I 1 1 1 I I 11 1 + 1 I 1 1 1 1 1 I i � " ■ 1 1 � i l r i 1 I ! i �' ,'i ! a 11 I �, 1 I I -4—� 1 (` I _1_7 r I 1 _ I I I � � II II I I I1 i I _�1_ L 1 I l �_ " I L_ ____,__,_ 1 I I —"_ I, 1 I 1 1— ,1 —,.— 1 1 I , I 1 I 1 i 1—— ' I 1 ' 11 I�1r I 1_i I _-i T I I I I I J i j 11 1 1 ! 1 + �. I 11 1 1 I { I I -_ 1 I"_ I , I I I I _ I s 1 j i 1 1 I I s 1 �T_ 1 1 1 `1 1 11 { H ? JL I H F _1i _ 1. I 1 _ ,L_ ' 1_JI I 1 1 1 I L _f' Hjt'r In 111, - I1 � iI1 � i . L _II _I ;t1L ; _ I _ i ��l I 1 I IT1I I I [7 EL.14.0' �� 1 '-I 1 1 1 11.__ 1 � l 1 11 Lr_I ( I I I 1 I I l L.1 I I _ 1-'1-1 1-1--1-; I l i 1 11 , l — - — - — ` `1 I - L 1 - u.�. .�. i-T 1 11 r i 1-;:7-1,4, -i i1y-r��:, L7' �1.1 r1. �L�; �. r-Ll 1 -�. �{ �L; I _,.t - 1 i .,� !'.L 1 MEI + I I I I 11 1 I i� 1 ( � i t I 1i i i i 1 i I I I I I_ I I 1 i T-1 - I ■ I ���I I BOF: 1 I 11 , 1 I I I EL.13.1' w �I I ��• 1. 1 ! I 1 C I I I I { !_ I I i t , — L al .�. .�• .. _ I 1 1 1 I ' 1 1 1 1 7 1 c II I 1 ' I— _ �n NEW GRADE: - •I• NIM FI.10.1' 1 RETAINING WALL`` L ,1, nl _L I ■ L1 11 T1 1 1 III 1'1 1 __� 1 NAT.GRADE: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ;; ; �• i ( 1 -7_-I 1 I 1 i I I \ -' .. I I r •j; NAT.GRADE: PROPOSED NORTH ELEVATION -L1 T� 1 EL.7.0' „icy SCALE: 1/4" = 1' NEW GRADE: EL.5.0' 11:71) ..7. r n "'fi r" -.'sl � , " I ii LI ti,I MAR 2 6 2014 1 L.__ j Ur;#' .4 .. ,,''r CHAFFER HOUSE 03/14/2014 L__JL.__ I MIE ver'�• MIE —k—__--D_ - !1 — _ I i IL- -i 1 - - - - - - - - - - - - - - - - - - - - - - - - .- T�f C=!�_7L_ ! ! ---- = — 1 , ��!1 1 NN EXISTING SIDING TO REMAIN ---- -__---- - ---@-- - - - -m------ --- I �L JC ,11� NEW CEDAR SHINGLES TO MATCH -_ - - - _ - =1-------1_ - \ AZEK TRIM ---.__ - -----__ - -' - ----- - L- RIDGE/SOFFIT VENTS THROUGHOUT -- - A , I , 1 ____Lir, I - Ali% Mial , 'i ' moAA �_� t=-_ - _ , o• /� I LI _I 1 I , ' I 1 ' ��' 1 L I 1 ,Ir--7!:s,1E,I MIMI ! 1 _1 . f r .1�J 1 l !� I I1 -1.1-- 1 11— I I ( -J�s.R`T I�L'—L1, • - 'm .� LT ' �Ll�r € Wk' Nan �n. Fir 1 , 1 , I �,i!1! !1:IILTIH I „--.--,7.-- 5--t-10_ I Li- _ 1 Itr, , {ei J I 1 .tiii 11�” _ -• _ . _ _ - -a-----''..-- _____ o - - \ - - .J—.I Ill _.I __I} 1_1 , ,J 11 ; ! ; , _ — TLL. \` 1 i I t�- y I ~I 1111 'I 1� r I 1 •. !! 1 i rimy, I L vel ����I ILmor T 1 i LI III 1 °7L =7l Lel__Jt-`I I I i F. I • _i_ I i. 1 I_ 1-I I I I._ _ 1 ' 1 I I r _J 1 --1[_-__•---_,t - JL—�_J . I� I� I 1 'CDi 1 I t, i ..i 11 7 I T-' i FT-1E---II . 11-7-1 _ I I�� - , 1 r L�.J I i 1 I , ' ' 1 , IL- jr �rill JL 1-T n.Il I i I I I I LI 1 Nina 1 1 I I . ,L-.:L__J • II ■ _ 1 I 1 T I-L I i ! Ls _L-_=Jt—.—.!L�, ,L__■ r 1 1 ; 1z 1 1 ` I i1 ■■■ _ . _ _ I Il I s- ---�-- I I I I 1-1 _ _- - "; L- i 1 T T II II N !iii : ii' I I 1 i I ! 1- ! 1r- I 1 _I - 1 = =1[I I I —I ^a .1 FIN.FLOOR: 1 1 ! T 1 ! I I 1 1 EL.14.0' - - \ - - ■ I _ 1 I ( _! I 1 1 1 I j . 4 I. 1 I ! _ I hi____ 1 ! ,i. 1 i , _ ii I_ I I ,, _ _ — _ _ _1 1 1 1-fi` -t I-Ifi -fi -I , + IT I .r ,-, - • II i , , I I ! I . ',,',% ' :"ra\. . ;.I£ „� ♦Y% ,..\: ..v r T r."'47 ,>�`.: \`• ,<:'.•.>•••,,, ,,,,,,/ ..,--„,,..„,2-. %`;^'f\' I 1 1 _L I I I TI 1 I ' _ I�1 1 I ^'-�,~•�'' ' -i„;-,,,<'/\/..4 /•.' J ! (Y `i�itis r'\ ."%�� :�.ter;,` C 1 • % • �/ !.` RETAINING WALL I I i L_ I, I riI ! 1 I I 1 It :�� : !\ C -•,/,,. {`j' r . 1 1 i t;: ;� \c I 1 ` I I i I ' I �1 ! I I 1 r i i >. ,r „r Y, ya<.Y.>>tAy ( �Y:.; {. ,-';'.',:•;,:,1;,/,/, ;'/';',:,;!;;.' ;/;'.;1,-;•,;;;•:!,./;::::,,:;:', ` ; I ! , I I I , J I i , I I '�.• .vim,,, ,l.0.t'„'\•. ),,, i`., 'C! ---- -:,,,---.>:;-;: i-:.,> i, :-,i. LI' ! i -j' I 1_ 1 1 _LI I_ ' _I..-- _I 1 1 �� _ ,�4 i?`c;!�/,C,r *Y ^\✓ - °t f`\\, `, \l �, (\ ,\`�� ..-./..,..,.,/,,..:,,,,•.,--//../,,,/,-///,/,/,-->"/,Yi / 1—_ 1 1 t 1 T T _.� 1 1T. I I ,,1 F L _I , 1 I 1 j-{' 1 ! r , `-'. , \ _\ � -\`'�;; )<,�, �.. / i , /i' ' ' 1 1 I ! I I �-i 1__ I I i I !, Fii-! I 1, 1 1 K;,>.,,,,-,,-.,--"<<,,,,,,,,,,,,„;")'/Y.,.'�i I - I F ■■ Ii ■ 1111 I _II .--�_�__—�� _-- - -�- -1--- - -- - -- _111 Ai n I _ �_ -1_111'___ _ — - _ —� _ _ 1 ]_ �_-_ - `-�� -- EXISTING SIDING TO REMAIN _ _ in in - n )1 __ _____ __ _ .- - -Y - -�r� - -- _ �- NEW CEDAR SHINGLES TO MATCH _ �L _ _ AZEK TRIM ]CLQ' -`� _ = - 1111-- f I i l I i I - -�! __` _ - - - RIDGE/SOFFIT VENTS THROUGHOUT �C 1111-_ _- _ __ _� =1111 _ __ _. - --- ---" - - - ---�- - - - --- - - - _ -- -- ------------ - - _ __.ems`l � -- - _ - - _ -- - -� a- S( ---�--� 1-- _.-_-_ _ - -- - - - --- -��_�_- �- - -1111 --- -- - _ - - - �L _._.____._._- _ 111.1 ._11.1.1 _ ._ _-. .- - - -- _- -_ _...- .--- -- __.-_____ —__.-.a_-----.�...__.--.111.1-___�=z_--.�___ _ �1- - - __- _ _ --. _-- � - - - —- - - _- ...- _ _ 1111- __ _ - - - --- - - - - __ -_ - __--1111__.��___—_- -- - - _- T -._ -- ��� � � �JC -��_ - 1111- - - - - -- - �-- " - ----- -_ - - - - ------_ --- -SLS- _ - -- - _ --- - _ _- _ - - m 11.11 -- ——- --------JE C^-— -____ ---•„.L____-_g- w—_-- —1111 -- -11__ -- _ - _ ____ `� - - \ - - _ _ --_ - -� _ ! 1 — 7 1 , ! 1 1 7 f f 1 f 1 7 1 1 I ! t , I I I I J 1 , H I I I I i I ! ..- • I nil II III 111 ------ i 11- , 1111 . _ _ __" o -_ ,I, II Ii UI II I�� T 7 - I I �I-1 -,I I Iry �, i . 1I I -_ _ --------_ -__ -�L I L���.-- I r� �T I 1 I N _ �_.- -- --�.___ - _ _ -_ I�-� I ���s ! w���� 1 _ ______ __--_�.�� .. ., ._e,.-1111__ _-- -_ - �_ ��•wr��� ��� ... •., • .. -_ . - - _ .- .-. Q _. ��� - -Y 11.11..-�_�m�__ - �� --. -- -- —. _. -1111—_.-.._-.-- _ _ -- ._ .—_— ._ •- _ —. 1111 —.- - - -- _ _____ 1111 - _ _ .. - -1111-' -mss-_ - __ - ._ -_ - _. _ - ._._. "_ - _ - y-_1111_. -. -_ _ - - _ - — _ __._a1111 _ _- - _ _ 1111 ---- - \ - - _ `_ - _ _ ----- - - -� — • fyT 11 1 _ 4 III • III T ® ® III 111 ■■■ NE L, 1'- ! , �1 I I� ! ,- r I + III 111 : i `� III III ■■■ ■■■ fl -T'1 ��1_� I __'T_- 1 ILit--------r-----. so �, �I 1 i I �� f { I 11 r 1 lL' T I) ! T ! l 1 , ' -T-7- , o I I r i - U f ! 1r�- _ ��- I, ri , -TT- „ _ .. - - - 111 - - 1111 - - 1II i -�- 111 L_ 1 _ -I1 ={- :I -l.�i I _TTI I7I_ I I _7 � I- r _ --- - III III Il 1111 1' !--j1 I �.I I_ I _ I I I, III I 'Tr. r L I_ x ] r{ _1 � I 1 -� FIN.FLOOR: ' L LI r�. -• f I �[ _�[ - ` r -�r �r -r � r -T _r - r- r-r � r1i � I11_ r�T r T r r r -r r- r-r - r -. EL.14.0, — �� ` I , I —_ - — ,.i S .C`rrq..-�./v : ,',--V / •:✓o,'A..'A♦ ,r�/:✓, -<`,'- <:•: v vY.F;• �,: /.�yf� ':� `C .✓-.<• �” -�� 5'; >>,`,. ■■ ■ ;F ���••7, �,'r/: ,,,,,,y,..);, -;);.,,,,,„.,,,,2--,,,,,,,,� , /- � ,•>:;,2,),;,',„,,,,,:- -, ,,,-,-.‘,,,,,,-;./.,/,'---.:,�...ice,�a ', ' \. .�� \��)s<�% n• �' •i< A �-yMOM Vii` ��. ;<- \:� i r •�<% '''),'<.'"':.`c`�: >., l �. 2' i ,i`.. %` �>,,'�:;\•���,�' �i '�• •� 1■ ' '�� , `ll T,'t ,. -.'''',>:('';',',:".'. \ i.,.i ''''-:./,' .Y' ...Z:ti�'.• '' /n .//`,�< .< ,yf n.1.�. -�,, y�• �, .� ._�i��. v,,;\„,,,, ,,,,,,,,,,:-,:.,.,A;,,.‹„ ..,,,,,, r,"r' ,,,,>,,;,.,,,..:,,,,,,,,,:.� �.,,,,,,„\,>:.,.,., ,,,,,,,-,:,,,,,,,,/),:,,,; ,,.:„;;,-,:.,,,,,N,,,....,-....); >;;,/; . � (. r��l.yr�r,� }.y ,✓fes✓�'.yr'�•y�• � � ■ 1 J �'Y:V i ', f ,. . � ;)'.',,,Y‘);: '':•(' T:,'..' , 'e ..�,.< x•<^• .•fin.� ■ ,,,,. - , i ' ice. �V7. yl J, `t "C�. �\,, lid,`.'n:- .A. ,(`�•,, .•✓< ; �'?< .,.>\\:_)';', V/, .y�' /V! { 7,-.,v,.:,,,,;-„,,,,-7.- '•ii..,,� ,. F 4 Yom. .,..... . .,:,,,•, ...'�" .�; ,�;,�•.,,. ,-r:..0 ..{��� .,-t' <• �,�. .,< ;;a r`,' `�` NAT. RADE: EL 8.0' NAT.GRADE: ".•111• 11., EL,7.0' PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1' 03/14/2014 SCHAFFER HOUSE EXISTING SIDING TO REMAIN ma �'�� 1111111 , NEW CEDAR SHINGLES TO MATCH IIIlil■ M E ■■ 1 AZEK TRIM ,I RIDGE/SOFFIT VENTS THROUGHOUT , - -t‘-- - arhib — _ I ,I1 I SI I■ = = _ --� =�. -} 1111111116._ _ 1■�.. --=.......----........ -____—.-...---.....-...- 1 -—�_ _ --_ _- .di , I T1, I I _I 1 , 1 1 ' i ' _ - -- ■! I I I l l III 11 11 ■A 1aril, .. wiummiimom - - - �- - - - 1 j 1 f 1Tti" 1 j samma 1 Ill I L ' 1 I ! 1 ■���■ ` 1 I I , , � I II��. �� 1 ■E�■ -'- •T I — 1 I 11'I 11 ■��I■ '�� ! I I J ,I 1 R'■■ I I•I . , . I 1iiI jII , I ii °' i I T l 1 i T_1 _L I f ■■ I I 11 ■ 1 I i1 11 1 ■ ■aniii■ II . �' 1 I CD I ; T ;;pp L + ! I I LII i_ I 00 _ - ill ' ti,i1 ■ r Ala �_ 1 �- iI �■4 1 LIN 111111b.' ri_ 1 II H t ■ �1 11 � ��� j 1 >_ I, 1, , I _ i Ll■_ iri 1111 L,- BIM � O BM =ice ■■■ l_ _ ! _ �■71:11111I l 1■■ ■■I■ ■■■ IIIE1L1117:41:11 l■1 -IL -I ii i j ` 11■ I .� ■Il I ' I I ■ I ■� II - , , ■l ` I ' 1 1111■■1■ ■I 1 II III II FIN.FLOOR: 1 : 1: : J • , 1 II EL. 14.0' 1 r1 I - liiiUM I I :1 i .''.'6.,'V''<'S'<-'('\<./\\''''`X , •<�.....-,:-..:,,,2,< ; !;. NEW GRADE: .y^,, ' •� •;< Y, X-,.''.2'.,,:,''.'%• EL. RA NAT.GRADE: - - - - - - - - - - - - -- - - - - - - - - - - - - - - EL.8.0' PROPOSED EAST ELEVATION SCALE: 1/4" = 1' 03/14/2014 CHAFFER HOUSE B / 60'-9" / 9'-91/2" / 31'-51" 19'-6" 1 f / 38'-51/2" _ 12'-6" ♦ 1. 1 _ , d \ I 1 1if 1 11'-101/4" / 6'-0" / 11'-71/4" V " 6'-0" 11—a/ 0 0o PORCH o I N 03 \ h\ ' ` • ---'sc-� - • , a II 1 ---------- ----- , 12'-61/2" 3� '" 5,111 z„ 3.1 „ 12'-51/2” 1- 1 1 ' 1 1 1 , "7 1 , ;,t- : ; 1 /2XR ACO D1 , 6"OC'� A .,5},_ A I , 1 O co _ 14'-1" r-) _12'4+1;11/2"j, 13'-8" INTI I, I 3 '' 9'-6" Of � i 15'-4" 'IIy, 0 15"-1" I ' o I N 1 O 1 '1 ' ' ' 11' \ I , I FX 7X11 FJ ra woc ' ' (ASSUMED) / I 'a ' , /FX 7X10 FJ l�1 "OC '0',' \ / 6'-�'� / 12'-6" ' Jv , I , , �/ a la , I I 1 ', r. I 'a ; '1 '1 \ Q O ' I '1 Ni ` , ; '; /FX ZX',l0 FJ fy116"OC I N00 -;__. 1 > 1 N PORCH I a._1 I, 71 ', 1 1 1, ' CONCRETE FOUNDATION I ; ,�v� i. ' , -N + , (TO BE REMOVED) ' -Mn /FX 7X10 FJ elfe0CCD 0 A ; ' O 1 ' n ' 1 ; 12X10 DF82 FJ ; , ;,� ; STOOP f ' ' @is^oc •/� oCO 1 ' I I I ' ' 1 1 1 1 , -;:t ' ro I `-r � I 1 I II NO 1' ' 1 1� 1 1 1 ' o ' i I , , , 1 Q1A OC ----I ' 1 �/EX 7X10 FJ f�lb"OC 17 I 1 ,I II ' ' �J I L 1 I ' I I 1 In I 1 N " ; 1 11 11'-5" 7'-81/2" 11'-7" 1 i , 4-1 . X II ' I ,41 : „ 1 1 . i ' t _ 1 F ♦ +.__ ___ _,__� c. i ...I ; ; /2X10 1)Fa�2 FJ ®l2"OC 1 1 , I , I I 1 1 1 I f „ 1 00 I 1 , 1 I I , 1 1 , M 1 1 GARAGE . I 1 1 , , 1 1 I , i , I 1 1 I 1 1 I I 1 I II 1 , 1 =� ^ \N r , 1 t 0 •• 1 I 1 1 1 I (D F i t 1 ' I ' 1 I 1 1. j 11 ' Ql 1 1 1 (� , I 1 I W \\ I I 1 1 ' ' ' 1 1 ' WALLS ABOVE ' ' ' a. 1 a I 1 5,1 " 11'-11" 31?„ 5,-7„ Sof„ 12'-71/2" 3' '" 4'-1" 31 ." `r 14'- 10" 3, ',,, .,-,->„. J4 / 6'-5" 150'-111/2" / ,f 4'-4 / 57'-41/2" Jr FOUNDATION PLAN PROJECT NORTH SCALE: 1/4" = 1' HAFFER HOUSE 03/14/2014 3 2014 GRADE:8.0' TI' -_-5-172" / 7'-0" / 12'-6" / ' 11'-71/a" 1'-0'j 6'-0" 1y CA;;�" 11'-101/4" .., 6 —0 r !' EDI:vi r1'' "'-..- �%=r (3)2X10 DF#2 GIRDER '- (3)2X10 DF#2 GIRDER I 12"dia. FG COLUMN w/6X6(TYP.) N x I o 6 OD I ° COVERED PORCH N n p N v A 6 , n 0 a GRADE:8.0' =1 ri 111:=-J" I i?-----'-----4) -----1 r---------71—', __Av/__ —11--• ii--= 53A ASSUMill EX 2XI0IF1 MF)Ir....„ m {i } i Iisi2 9-1/2 ML HDR. GRADE:7.0' w �q Q I Iri I ••I Irf 1 4n 4 I' ii 4� I a I as D 19 �,� dI r— U EX. SITTING ROOM -I 1 1 I ' + ! ,�, I B � I I l--�•;! -�_} j Di] 3 2X10 DF#2 GIRDER DI i 2 1 a ra tie EX. DINING ROOM " N, [) C D EX. LIVING ROOM \ /* COVERED PORCH �� o v, 1,-41/4;' ___ i\ 'I NEW GRADE:10.1' Il N' n� N. it//1 _.._ .6-_--7N-)_ r _ r /ASCUMFD FX 2X10 FJ (VLF) 5511 p i �j I___ _� �` mi l' / a ---- /1111/1'?ii iii�i.. iirisii)ii�iii �,/ \ , / / (2)2X10 HDR. (2)2X10 HDR. / \ / -a 4'—01/2" 0 14'-91/2" / STOOP / �_ r I / (EXPANDED) / r r / EX. MUD 45 MINUTE FL' ' ' •Tib FF 14.0' I / ♦ ROOM i,, /ASSUMED EX 7x10 FJ(VIP) DOOR WITH SEL LOSING= o N r / / HINGES, E AMB- - / `r I I FI 41 •-6" IR- d / d7 I I p r / r - 2 / 5, FF 14.0' o 0 I w / WALL LEGEND STOOPO _ a (2)2X8 `� 0 • r WALL TO BE REMOVED HDR. (2)2X10 HDR. /spimmemmisc _ (2�1�3/4X9 1/4 ML FLUSH BEAM :.,, 5'-0" — 2'-4" 14 07 --� I / / % WORK SHOP 01 N N EXISTING WALL / / •� 1 -03 1 \ p�� rsi g 0 . FF 14.0' 13 �P ////////////// NEW WALL _-_ .y ,,r U Iirir a 0 \ 0 r 3 V� (i► tit. v0 O 0 I �NOTE: = /DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL "'I' W # @� / - r r...;___ / 'N (INT.:2X4=4-1/2",2X6= 6-1/2",EXT.:2X4=4-",2X6= 6"1 p .4 / 0 0 KITCHEN erA'�/��'--����///� LL # I NEW OUTDOOR ;,./ o MECHANICAL / OFFICE N I / I �- / '� DIMENSIONS OF NEW WALLS ARE FROM STUDS • SHOWER TOCONNECT 0 o 0 LL O TO DRYWELL 1TYP.1 cl X ROOM 0 r r j CM [ExT-/INT.:2X4= 3-1/2",2X6=5-1/2"] _____ / n1' a 1 d \ 9'-101/2" '-0" 0 5'-7" 12'-71/2" 4 % I^ / iMir n '; a 0 r r / -':;,� ems•' /�////////////////////// (2)2X10H�'. �/ �c� , ■�3/mummli 4X1ADE=. r , `///.mm� //////////////////�////////.�. I ,,i'// 3'-0" //.ix J��i% /lI t 0=/////!!I'/ 2-TW2432(3in Mull) TW3046 CW135 CW135 CW135 ; ' ,,:,,,,,,,, 4'-0" �, - 12'-101/2" 10'-7" ://:;:, 6'-01;2" 9'-9" T-81/2 /',-</;',e, ., 50'-111/2" -- !; ;"<",;;:',,-, NEW GRADE:10.1' '<:' GRADE:5.0' •< GRADE:7.0' ,Z ; ,Z, :Z a DRIVEWAY "•74-' 1ST. FLOOR PLAN �a ://,,,, / / -,,,?„,.,/,/,:::,,: SCALE: 1/4" = 1' "- 03/14/2014 SCRAPPER HOUSE LIN\1=:- s dr "".b 1 EX. BEDROOM No. 1 EX. BEDROOM No. 2 . .( /4 ML FLI;I II v - - _ -7. -- --- 141111(4X14 ML VL B€AM . — . — 1 ,, 1 1 'I, CUPOLA ' ABOVE -(1:3 ' Y BATH No. 1 I:3 ' _ I I ��--�J 1 ,r19'—6" II 3'-1" 3'-5" ],'-4�,--0 18'-0" qd�--- . � - ,I, Q ar Ii ; m.I. L = D Z2X6 PLATE n N 4'� Ira. ' 1 1• / / --- r-xEX. HALL LOFT CW135 CV/135 CW135 CW135 CW135 CW135 600. =,_ M fl ® ® til n / / I III (FORMER BEDROOM) u, r--- O -011 (3)2X6 DF#2 HEADER �' / g 1 III / it 1 1-.-f. �- I�"11 kox/ /ii cv BATH No. 2 �* III � , .••. BILLIARD ROOM •u / , i 1111 1111 N 11 / 1111 1111 / 11 { f 1111 ILII / cii• (ii:). (2)2X8_Df#�>WSH BEAM._ ,�1111 — --— --�� Ill/u_ / O _ ;li LL 1111 __j.,�_. — "`-� �...a �/ I - ' �J, 11'-7" % �` 1111 (N CoI /' 11'-101/2" 04.)( 6 -51/2" 01111 [1-1111 f ,,i- 11111111` �y r r bnu CATHEDRAL ]�( (2)2X10 FLUSH BEAM m 07111 ., uu H �- `- CEILINss x1111 u, pp IL 1111 N - N Pim `- G , N 111 / CD / N - T • 'L N 1111 -_ CD / n, N Q� �W N C --TI ....1111 / 9X1f1 DF#2 CJ f�16"OC O0 m / / 2X10 DF#2 C1 rvd16"OC / .."H Y"=---•— y ....J -R �i /� : / SI IS / (NON-STORAGE) ���.. -- 11110 °C (NON STORAGE) . / 3ox5a 2 / u,, f Iv \ / PULL DOWN �� / "" nn 2 3 uu O N x in / I STAIR Ix 1111 II11 Q I x I / 0 X / BEDROOM No. 3 ;,",; I'll o N BEDROOM No. 4 i _ / . �� . F2-1 . N N Q \ 2.47\4 / (2)2X10 FLUSH BEAM / __ d N / i / (3)2X6 DF#2 HEADER a. I / ALCOVE / in / /� %/ 2/.., (3)2X6 HDR. (3)2X6 HDR. / (3)2X6 HDR. CW135 CW135 CW135 I� CW135 ® CW135 ® CW135 /, /� I /AP //,I / 2X6 PLATE TW3046 (EGRESS) TW3046 (EGRESS)TW3046 i/2"TYP' 4'—O" 11'-83/4" 1 11'-83/4" 14'—O" 18'-0" )'-6, 31'-5 h" I 1 50'-111/2" / WALL LEGEND 1).PLATE HEIGHT AT 7'-9"(MATCH EXISTING). 6).MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS 2ND. FLOJR PLAN WALL TO BE REMOVED 2).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 i = 1 1 AT 16"O-C.. AND 2X4 WALLS AT R13. SCALE: 1,4111 EXISTING WALL 3).EXTERIOR SHEATHING TO BE 1/Z"THICK fIR CDX PLYWOOD. B).INSULATE CEILINGS WITH R21 INSULATION.ALL CATHEDRAL SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF ////////////// NEW WALL 4).PROVIDE 3-2X6 DF#2 HEADERS OVER NEW OPENINGS UNLESS SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK CATHEDRAL ROOF POM EXTERIOR WALL PLATE INTO HOUSE ON PROJECT NORTH NOTE: STUDS ON EACH SIDE OF OPENING. DIMENSIONS OF EXISTING WALLS AREXFROM 4-',HED2X6 WALL j INT.:2X4=4-1/2".2X6 = 6-1/2",EXT.:2X4=4-",2X6= 6 ] 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN PRESSURE UPGRADES 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH BATHS TO HAVE MOISTURE-RESISTANT SHEETROCK. DIMENSIONS OF NEW WALLS ARE FROM STUDS FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 10).INSTALL SMOKE AND CO DETECTORS THROUGHOUT PER CODE. (EXT./INT.:2X4= 3-1/2",2X6 = 5-1/2"] 03/14/2014 SCRAPPER HOUSE n :+/- 1 12 \-) 4 / , / • 1 /• / -- -- _ -- -_. -_- __Y___ �. / • ; , / / (2)79-1/2 ML UNDER CUPOLA C145 C145 1211 - ^' C145 } 1 F.• , , I, i l g r2J`'f 0����Q N PITC/4 BEAM to MATCH RAFTERS:'/ / J -4 6..%)-2X6 RR-'Ll.-- - - , 4 'i' SHEATI-).�i)/1/2"'PLYWQ/OD ON y r v ' ; @ 6;'OC .BOTH 5117ES O,CUPOI,IK TO SECURE ! i� . 12 ' :� w - - .' ��' a '(2)2X6 HDR. -•-•1;;;. ' ---�' ---f=---j,..'--- - --•-- - -�:. n' < I '(TYPICAL) I •. 6 -_- _- - -r___-- 00 J ,' INSTALL ROOF AND SOFFIT ,� _ 2X4�J /? VENTS THROUGHOUT(TYPICAL) ' t ff, ' - - -H : ' - 1 / I %I' q ;4b N • • A21 1 A21 r' $� N _• , _ A-_ . ( ' _ _- i (2) 9-1/2 M NDER',CUPOLA; /- f , ' 4X4 POST I /' (TYPICAL) 1 .1. i lP 1 f�' 4V I , , , %% - 1 I , 5��I Y ; 2X12 VALLEY PLATE 1.t QS ` I tkiil x.' H Oil r i (2)1-3/4X11-7/8 ML RIDGE 12 x v I 12 I : I I i 2+/2 it $ I / C , / (21 2X8 DF#2 RR @16"OC 1 'r� (ALT.2X10 @16"OC.ADJUST AT SOFFIT TO MATCH) I TF I I I , I , 1 1 124O I cc ZDX 1).NEW SOFFIT HEIGHTS TO MATCH EXISTING.ADJUST OVERHANGS AS 7).ICE&WATER BARRIER TO BE USED IN ALL VALLIES AND INTERSECTIONS NEEDED.VERIFY IN FIELD. WITH ROOF AND SIDE WALLS(TYPICAL). ROOFPLAN 2).INSTALL NEW 2X6 DF#2 COLLAR TIES AT 48"O.C.UNLESS OTHERWISE 8).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING i i 11 NOTED. MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. SCALE: 1/411 = UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE 3).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA GALVINIZED WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS LAG SCREWS WITH WASHERS AT EACH RAFTER. COMPLETE. PROJECT NORTH 4).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. 9).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT 5).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. DIRECTLY TO THE DECK ALONG EAVES. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. 6).USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. SCHAFFER HOUSE 03/14/2014 (2)1-3/4X11-7/8 ML RIDGE ll INSTALL ROOF AND SOFFIT li VENTS THROUGHOUT(TYPICAL) L• _ \ _b O- DBL.2 : COLLAR TIES �_ *- 12 45 • -.18*2,0° THRU-BOLT EACH SIDE OF RRs AND COLLAR TIES ,--- - ,z,-1/1----./�r_ > `= � — - - I ill P.1 '‘\ : -kl. OM MI . 2x8 RR s X6 PLATE v � 'J 3/ 4"SUBFLOOR *SRR @iv2X6 U Alb OC« It c ? S ? c ?''''S ? c?DBL 1-3/4X11-7/8 ML FJ ©16"0C? S S ? S ? S ` I OH R FED (3)2X10 y ; 2'X2'X4"CEDAR GIRDER ..,. « WOOD BRACKET H 1... so- me 12"dia.FG - . - COLUMN s• 1 6. 6X6 ACQ ra POST mim me APi 5/4"DECKING -•• 3/4"SUBFLOORs. 2X8 ACQ Di Qlb"OC :�����;�Jir5/1�����ii��lii����i,��!��'��!�� �� �����if���i — - - — EL.14.0 (3)2X8 ACQ '. `- 2X10 DF#2 FJ @12"OC GIRDER `, , — - — - — , • , • , , • ' RETAINING WALL EL.7.0 - EL.5.0 SECTION A-A SCALE: 1/4" = 11 SCHAFFER HOUSE 03/14/2014 OS 12 C �6 \ 2X6 CJ a@16"OC - I Will ■'— ■�■ 11 11 MIRli INSTALL ROOF AND SOFFIT VENTS THROUGHOUT(TYPICAL) 1-3/4X11-7/8 ML RIDGE (2) 9-1/2 CD ML ,-CUT OUT EX.ROOF a I FOR NEW CUPOLA (2)91/2 ' ML (2)2X8 DF#2 RR @ 16"OC ALT.:2X10 @16"0C (t:1-* � 4X4 4X4 POST SISTER 2X8 JOISTS w/ POST 3/4"SUBFLOOR AT CUPOLA AREA titititititititititititititititititititit flititititititititititititititititititititittoMi : ? i fir II,' ! I ,t r t 4I, CUT BACK EXISTING 2X10 DF#2 CJ @ 16"OC — - —� - — SOFFIT AS REQUIRED V z iia- W SOLID EXISTING N _ BLOCKING WP , .- IF- 2X10 RIDGE 2X8r a ®16•oC EXISTING 6 RPP : 3/4"SUBFLOOR � 2X6 G 016"OC ,-, � I N 2X10 DF#2 FJ @16"OC v! EXISTING of — - —�c- - — (3)2X10 GIRDER v v v v 6- r` - z 12"dia. FG — - COLUMN w EXISTING o a o a I, S N:=0 v c9 v v y---1 6X6ACQ POST Irri—ria v i--` a EXISTING 3/4"SUBFLOOR N N I I I N N IN I I N K 1 1 \ EL.14.0' j2=1 5/4"DECKING 1 i 2X8 ACQ D1 la(§16"0C2X10 DF#2 FJ @16"OC (3)2X8 ACQ — - — - — 1 GIRDER (SEPTIC)RETAINING WALL .. - EL.10.0' I ;I1�- I —�-11111111 r=-[ill VII -. 11r -= 11 -�Ilill=�i1iil r :111! == l - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ii��� LJI� � =,,.. � �� -IHIUHE EL.8.D' SECTION B-B SCALE: 1/4" = 11-0" • SCHAFFER HOUSE 03/14/2014