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HomeMy WebLinkAbout39186-Z— -I Gary R. O'Co:*4 PROPOSED BUILDING RELOCATION I --' AR�"ITE�T vtoa I I Pas PII °I1 r `u1 BCDryell Street1 o -I - I`J II _ '�I-'_ Lambertville, NJ 08530 for the — ---- Phone: 609,397.3635 BERTAULT RE5IDENCE PROJECT DATA TAX MAP 10: 10°0-26-° I -12.2 LOT fl 2( LOT #REFERS 95 NAVY STREET, ORIENT, NY 1 1957 o°F; EB°''S'°"MpPF"E°'"SpFF°`K`° ` RK'S ICE APRIL 19, 2005 AS FILE NO. 1 1245, Pal /1,.12 ADDRESS. 95 NAVY STREET 1 1957 ABB�1� REVIATIONS ARCHITECTURAL LEGEND Er.NY'EA= .9,905 SQ.FT CL EL f�s�g zoN1NGD1sTR1a:R-40, 4o,REs1DEEr1TAlAL LOW DENSIttpp EXISTING WALL TO REMAIN 4 7 SPECIAL FLOOD HAZARD ZONE: �, r `--G�._2y I o6 PROPERTY LOCATED ENTIRELY IN AEG FLOOD HAZARD ZONE ''^- ti'' NEW WALL CLEL p F , Lir -*r ✓ O FROM FIRM, No. 3610300068H 9125/2009, A F M C, ember Fp H. It T III c 4 5' ✓Tp LJ FT p l 55RRedloI a aymet FH. �ecie�) pve) (or) p� y` y �I vJ - A.B. Anchor bolt rr Fahr151 y ECI7. echo al) umtHpan __________ EXISTING WALL TO ED MOVED Ty Tj �' ! Y �I� (S SIMILAR OR EQUAL To DESCRIPTION OF USE: EXISTING PRINCIPAL BUILDING ISA AC Aco s4c F. B.O FFur fished b ED. edwm tlL a / / N ✓✓✓ ORASSPAVE2 BY INN516LEACC As Pike Concrete Others E B. a pane t nmg h �J� REMOVE E" LpcuST STRUCTURES. INCTWO STORY FRAME DWELLING WITH STORY ADDITIONS TO A/C' AI:P� dittionmg BK. fpebrck t Dia L.nAtrLeader DATUM LINE THE ORIGINAL STRUCTURE. EXISTING ACCE5509Y 15 STORY AD Ai RdOurit loop bnan R. ani acturer gg p FRAMEBARNAND I STORYFRAME5HED,AbJ' A�Iustable A� koundabon 1 an ole R i4 R ove iF Replace PROPERTY LINE 5"LOCUST EL. 52 AG ate F�p; `Flpe EEyRbn Wsher Immum --- RELOCATED IB" HOLLY A ArugillnUq�n EGL. Flberglasiq vent 5 °�8' C E 65 �3 - H's PROP05ED: THE ACCESSORY BARN AND 5NED 15 PROPOSED Af_ Aterna4e F Fre ose G ieCelleneous —_. CENTER UNE ���Jw - HH ry ouldi ..R. u Av Re stet —X— FE 1.8'S. x TO BE REPOSITIONED ON THE PROPERTY AS SHOWN FOR e �M,S,Fap Head Metal y g P g nr� 7.6'W"� Ab AnBdiied 5 ovabre olplee ore �< A Apron F,H,W,5.Elatheed Woad 6, arble p ertUgver Dispenser -n DIMEN51ON TO FACE OF 41' AVERAGE BLDG. S EL,42 'r Ana r 5 VEHICULAR ENTRY FROM WILLOW STREET. A XApyy r0ximate 5`r% OUR led) ED, c e ue STRUCTURE - zov 1 AR ry AF�ro im Flmsh led) aperial Breen ON WILLOW STREET ) )�� k ri . A57�1 Aa hFt NN I11Dn DrmDpam RELOCATED I6" HOLLY Cc '� �� ZONING COMPUTATIONS A.S,T.M�AE 90 for Teske X. Exed Ylwork Cf. Lt�pppp WOV'POIN7/DATUM o ifi'"WILD f,;Ih- C1 Matenas g EPer telt lgl��lvesl 6 POINTI CONTROL POINT EXISTING 44" WILLOW "��m CHERRY`-; Y ashenq oree1 Ov 1 nom a/ � REQUIRED EXISTING PROPOSED AUTO. Automatic 0 kuomsoent C g TREE TO REMAIN 1B_2u I _ A F,F. Above finished Floor I'are 0 C ncrete eat n DOOR SYMBOL 2 ,- m 11 T, APT C. AboveLop of 8; N {Q�.� �rg �1') (N) iR" DRY LAID X —201-1122 G Fete 0 as my L.!1 i nq 1 LOT REQUIREMENTS: onorete 0, aceo '5`'t�Q l STONE TREE PROTECTION xrurr r r. (/7 8 , ace o Wayr Crth ImllIaiN S AREA of FILL SEE :, xun i MIN. LOT AREA 40,000.5,E 19,905. S.F. NO CHANGE BD Board pp ireplac °W .D. a Itary Na km iA) WINDOW SYMBOL A-3 FOR DETAIL , P F. veprooef AT atural `' 8lI I er -- N N T FE.01.2'W. Ea MIN. LOT WIDTH 150' 103,57' NO CHANGE B Ittmeeo s ull olze C of m Contract S.N.R. Ski I a IN RELOCATED Ydd gg Dm nal �� ENores SYMBOL s� N8J'56,00 "E B G �ulilding ne ootmg �ry1 ea ante e Tyr z FRAME BARN k JL7-53 E7.6'N,MON0.4'E. a T,5 of io Scale 'a��" B Bockk 1� upon ound roof TRI STOCKADE FE. ockm I utur pace g (N)F.Fllt EL. 4.9' PRINCIPAL BUILDING MINIMUM YARDIHT.REQUIREMENTS: Crich Mark R. DR. Ire Dor 0 cap bbilPls enser 5 V ut EL=B o' T IN 15"WHITE ppec flcaVon As ELEVATION REFERENCE 0 10"TRE+' -Lfi 6' Boloom I ver per r - m BIRCH REQUIRED EXISTING NOCHA G PP 20"TREE Bearing p verall eco O FEO/L. FRONT YARD 50' L I' NO CHANGE @1 n RK, Brick G �E, ns6efpoer touinresg in NRRR2ZZZ Bronzes GA ape pp uts:AeDm eter k erwce Sink ♦ J 1II SITELSID MIN. 15' 16.6' NO CHANGE S BBoEt ,gidsp� AL RM :f.C,1. 01 ne Furm51 ov pppreet - j DETAILELEVATION REFERENCE G_ -p TOTALSIDEYARDS 35' 5491' NO CHANGE C, BEE W L OT--. B joalb,�f, r C�onrractor Installed tabgn I ° MAXHEIGHT 35 REARYARD 50' 157367 No CHANGE C. tractor FFF, ffm tan�Iand < a0 1D"TRE 'CCGLOW E alvanmzrron ry ve ad ee "T - --_FfJ 25 Stt. 23.33'/2 Stt. NO CHANGE T asket �{ MM gguar w etal gcrews orae T SECTION REFERENCE n �7B"EVERGREEN �� bL MIN. LIVABLE ft00R AREA G lass :N W.S val: Wood Screw rut r se y O 550 5F 1516 5E NO CHANGE CAB, a meep rade J �an e Jost UCTs e�n�ed _ C�. aNch 0asm qq �e[rical T� MAX COVERAGE ZO°k 290 NO CHANGE CM ement T' Gravel ° G ehme Y Yn epc 12'-6" 210'-0' II GG'� ppp�I - 1251 5R,C gram&g, yt; GarsUlm °Pp O pos:gtC Y UN � DETAIL REFERENCE 50" AC 1RI e"TREE FL v ter lashing GGGSM 666666 Maaaz¢d Sheet x Lp} Q N I SHED ACCE55ORY BUILDING MINIMUM YARD/HT, REQUIREMENTS: IG est Iron P T y i n pp o REQUIRED EXISTING PROPOSED HC KG, ukl�ig H pp arallel read - 00 1 5,0 �oeet PA gill Y nrrSE Groove � 12"TREE p z PHOTO REFRENCE n Cunt gg ryfIo e Bibb p av IedS ( I Cement) o of 51, dMIN. 51DE YARD 201 e. rean �utC, Hollodw Core P C, re -cast �ai�crete re hone _ Lo} O7 Y'm LIO TT b 4"/6" I MIN, REARYARO 20' NA 92 NO CHANGE (� olumn b pea P. F, on Siler obit mI Are EXISTING TREE TO BE I I, DR, er cot \ MAX HEIGHT 22' 18 75'/ 1.5 5tt 19 75'/ 1.5 5TY WMO e m salt .D adPeerimeter 8"TREE EXSITING ZO SCCntinous lea Ick P s) �` ! REMOVED OR RELOCATEDConstruction DWb. ardwoop er anent G5 11"E ERGREEN 12 ''TT �M� allow Metai ABPre-mtabrmate (d) 5Hhreshold 1 / STY. NI 10'-5" MAX. AREA 6605E 1073 SF NO CHANGE TR onnect OR p l oerar ave nt onzonta .LF Po rid per meal p FRAME a ollOrd Porch GT. eight G latex less O�o ter mpenser f L BARN ru,1 0 T. cement TG. Hearn arking El50PPPa goon � I ( � ry H SHEET INDEX TT enter HVAC atingW�JVeg Illation LqM late laminate �', o o��eel `' 'CJ (FLR.EL 6.1% `5 Countersunk &Ir Ctlndirionm9 eonows corvc, eonous an.VcnnvSl. .M.POND 22,6'- J� k V Ove ast, r Dem nn O L- - - - C�yyyy Ccold Water 5 las r p� "Mall y L _ _ _ n SHEET DESCRIPTION CU,\'D. Cu6m Yard �� are Ypi�l ?c 2M" CEDAR 9I A -I TITLE SHEET, PROJECT DATA, 0 n5rde Diameter ondel Pine U —� 1 i % �'i m J f 10,4 ZONING COMPUTATIONS, SITE PIAN 1n - C.WALL no air D ou e Acting 5 nsulad0n FIN re-Onshed C nJorm Building Code 5' I CON r 1 yyyggq by T nterler act p nd¢f QpnTH CONC0.ETE ELOCK I m B Qell sh ntefinediate rElst per Concrete tln'Inislted 0 NI I A-2 BARN k DIED PLANE era merit overt Pill.1Poundggqs per Square Urinal ) ouias Fir, P9.1 PounGs per Square V �' Iv IO h' 50' FRONT YARD SET BACK m A-3 DETAILS rmkln Fountain J Incl C, I— — — AG. Ia ongal amt led) V. Volt T m 13 s 1WELL IN 4"T ED Dim�nsi n Dist I] a er owe Dm enser .I ,.� DOM I A-4 ELEVATIONS q +}r� { VA Vacuum o UTL.R SMP. is p al pN ,,1lanitor :✓:IR a er owe Dl5�enaerl VA . Varms RUOIID INII ROUSHWOOD L e%I aoad JT, Jointceytace V Vapor'ygarrierJ IP Ad Dori pp T Rp,� Pape I'o hp��opp cal V Verppi al O_ m 110 p�pl �am proOBng P.�.G, PCIY-�/myr� ICrid� V- �, Vesti�ule iq 1 STY B 1 L L. am er K V Vertical Grain \, - - .�` �iJ HSE. D5g��Co� Q V Pill I� �` !U, r_n � W Downs out Koof( OOO Ib.) Q,T, Quarry Tile V Ve, � `�T , W Bull Ater g�kh n ry V. Vinyl de etmeKwc ELEvnnoNST'orve WG, rawm �n out �` 6 T 13"TREE 77 Pill Brawe� NcPiplout W r'v 14 4' Ni� SEPTIC ateR i `� 19"SPRUCE 2 STORY a E L �R�ser, di s W Want - FSAME 0 ON NAVY STREET �� ast A.G. �1'pytyypprn ra �rtll Wooda se � � � nus= 1j.3 A ERAGE BLDG. SETBACK 1 No, ogre by osscklrnoN A5T,(Ef aleiting b80 atory �7 Rubber 'ae W Der Groset alwss STONE �' 16.6�'(F.FLR.EL' 6.5') COVERED FE.O/L. REVISIONS � xppeoelor�Bo inmate RCF. Oce OCnrete W Wndd0 `)� 28'8 �OH 79"TREE E. "r 5. [,Ina, In. VStem atpfy sol Erain W WI1¢ 55 rim' P 22"TREE RIS1HE Rf5reN91BWttoFTM1e CDMP.ALTeR J ce( Join jJand ggpD RRo0 W Wter eater / / �,+ _ 7j' m TO ONLY AU NED CONDITIONS AND C. xPIRODar) R Cc r Re essed Drinking W 6. Wrieel a or `L I_6 ,/''�, COMraze Tncu WIN HE CONHIRucnUN eva[Icn ve�9ed FURL W Wou tfr9n // w--'' O1- EL 5. B' It, mergincy �" ht gCD o woo y�V1", WWi? Mesh PICKET FE. DOCUMENTS MMi loNs oRnN<I � ivmes, M nen VR, IvLvfrF' erenced)(Ing) W, WE{@er° r0ohn FIN WOOD oalcrc eLEvn'rION�'r 4, 6' 7 r) �R ncqi eer 0L be Fk, area W Natertop8 �J/� wcoNSlseVnes OiecoVEneo snot rCtirical Panel G. icer CT. Wain��c�tot y E Eca�•49'q.0' W SL76°1 �' W 1MMED1Aretr9E REE0R1EommenacnitecL ` ' °�y 'b. Re axed W T We "f4 Wall / Nal MMT °�yuappl M �Wy� h r] / uu- LL LL IF. III too N1 N1asonry -�. RC116d W:W.M. Weldi'Mre Mesh �� 17. s6 rTl 54' PROPOSED BUILDING RELOCATION xcavatgg M1 Maxim" Return `�' �p i° P. xrosed M,B Machine Bolt f� Revlseg(Ion) Y enT-r lrvsuu ~ CLEL tip b JJJLLL for Ex er1 r MM BAR MMa ture Barrier G. Rooflu yp Yard t� / BERTAULT RESrIDE�ENTTCE TR. ExtrucQed U'1 Tp��� 4 R ORIENT NY 18957 NA � NOTEI SITE PUN INCORPORATES DATA PRAunNGT111z eLwwooD FROM SURVEY PREPARED BY: TITLE SHEET, PROJECT DATA t SITE PUN PECONIC SURVEYORS, P,C. 1230 TRAVELER STREET DATE 0904,14 ORnw1NC NO. SOUTHOLD, N Y. 11971 1241 DATED DECEMBER 12, 2012 dca No al At SHOWN 4 _ DRAWN DS A BY, RELEASES To 51TE PIAN SCAUL 1116" = d' -o^ B1oini e0 AMC LONSTRUQioN 1 ® FOUNDATION KEYNOTES GENERAL NOTES LINE REPRESEMS Gary R. O'Connor NOTEI VERIFY ALL EX15TING BARN DIMEN51ON5 PRIOR TO FOUNDATION STAKE OUT. (E) WALL ABOVE5HED _ _ _ _ _ _ _ _ I. BEFORE RELOCATING THE r THE 4 STRUCTURAL THE L 3OUNL ARCHITECT I. 2'-0" WIDE X I' -O" DEEP POURED IN PLACE FOOTING, PROVIDE (3) 84 REBAR CONTINUOUS AT FOOTING BOTTOM T r - -- Y CONTRACTOR WILL ALLIN5STRUCTURAL 50UNDNE55 OF CO BARN 4 SHOD, ALL STRUCTURAL MEMBERS AND 8 Corye l Street 2. BASE BIDI 8" CMU FOUNDATION WALL, REINFORCED BLOCK TO BE FILLED 50LID WITH GROUT, FILL CMU 50LID AT TOP 4 BOTTOM COUR5E5 f REINFORCE EVERY OTHER I I I 111 CONNECTIONS NEEDOC TI ABLE TO WITHSTAND THE STRESSES NY LIC. 020554 COURSE WI DUR-O-WALL, IMPOSED BY THE RELOCATING PROCESS. REPLACE DAMAGED LambertVle, NJ 08530 �.I /t ALTERNATIVE 51D 16" CMU FOUNDATION WALL W1 A B" SHELF FOR STONE VENEER, REINFORCED BLOCK TO BE FILLED SOLID WITH GROUT FILL CMU SCUD AT TOP 4 L L ILII I 11 by WOOD AND REINFORCE CONNECTIONS WHERE REQUIRED. Phone: 009.39%.3035 �j-«+�01a4 BOTTOM COURSES 4 REINFORCE EVERY OTHER COURSE W/ OUR -O -WALL. '� (E) WD, JST5. 2. THE ISE NEW CONTRACTOR SHALL VERIFY FIELD CONDITIONS — - — AND NOTIFY ARCHITECT OF ALL DISCREPANCIES BEFORE 3 EXTEND NEW FOUNDATION WALL UP 50 THAT FIRST FLOOR FINISHED ELEVATION 15 MINIMUM 8' 11111 11111 PROCEEDING WITH WORK. 4. 2" THICK CONCRETE MUD SLAB ON G MIL POLY VAPOR BARRIER ON 4" CRUSHED 5TONE 4 FILL COMPACTED TO 95% DENSITY, PROVIDE 2" RIGID IN50LATIDN (IYF.) 3. THE GENERAL CONTRACTOR MUST INSURE THAT ALL Ll I', 1 SERVICES AND UTILITY UNE5 ARE DISCONNECTED BEFORE B RELOCATING THE BARN 4 5HED. PLACE MARKERS TO INDICATE A -g 1 1 1 LOCATION OF D15CONNECFCD 5ERVICE5. IDENTIFY SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS, yyc 1 11 `r 4. GENERAL CONTRACTOR TO IDENTIFY LOCATION OF SEPTIC 11 (N) N I D,F. G" X 8' 1 11 m SYSTEM AND TO PROTECT SEPTIC 5Y5TEM FROM TRUCKS AND P.T, BEAM, (TYP.) I11 HEAVY EQUIP. PROVIDE (N) 12" SON-O-TUDE. 1 1 5, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR MEANS F 13'-8z" 3 _ - - - - METHODS AND ALL NECE55ARY EQUIPMENT THAT 15 NEEDED TO 9'-64' - r - - - - r - - - -- `-1 RELOCATE THE BARN 4 SHED. V.LF. V.LF. 1----� - - - G THE NUMBER OF 151 USED AND PLACEMENT OF THE BEAM 3 FOR MOVING THE STRUCTURE WILL BE DETERMINED BY THE — — — — 04" GENERAL CONTRACTOR AND SHALL COMPLY WITH ANY NEW YORK 1 STATE REGULATIONS. �7. CEASE OPERATIONS AND NOTIFYTHE OWNER IMMEDIATELY IF _ _ '11 DETACHED SHED FOUNDATION PLAN SCALE: 1 M'=1'-0" PRONTPKPPKTTRoTAKE EC SS TOROPELY5UOTSTRUCUEoNO 'i RESUME OPERATIONS UNTIL 5AFETY 15 KF5TOl. 8. BARN R 5HED SHALL BE LIFTED AND HELD BY JACKS AND CRIBBING UNTIL IT 15 RAISED HIGH ENOUGH FOR RELOCATION. --� GENERAL CONTRACTOR 15 TO OVERSEE THE ENTIRE PROCESS OF B DN LIFTING A BE RESPONSIBLE FOR SAFETY ON THE JOB 51TE INSTALL NEW 3" DIA, PVC SANITARY 11, DRAIN @MIN, e' PER FT. 4 �I 9. BARN 4 SHED WILL BE LOWERED ONCE ALL FOUNDATION WORK 15 RECONNECT TO (C) SEPTIC SYSTEM, L COMPLETED. GENERAL CONTRACTOR 15 RESPONSIBLE FOR ALL �WIC �) RECONNECT WI ELECTRICAL WORK DONE DURING CON5TRUCTION, AND FOR ALL EQUIPMENT N> LIGI'IT CIRCUIT TO MAIN PANEL USDD, A _' 1' III / E) HEATER 10. GENERAL CONTRACTOR 15 TO INSURE THAT ALL UTILITY A-3 III _ y5ERVICE5 AND UTILITY LINE5 ARE TURNED BACK ON AFTER WORK 2 I'-4" CMU WALLI 0 CONC. FOOTINGI (E) RESTROOM 15 COMPLETE AND BARN f SHED ARE LOWERED. II, -- REMOVE (E) CONC, I WE FLOOR. I I. REPAIR ALL FINISHES DAMAGED BY THE RELOCATION { OPERATION. 8' 11,8"5H ELF CONNRQL JOINTS TREE PROTECTION NOTES PROTECT 44" DIA. WILLOW TREE BY ADHERING TO THE FOLLOWING p,L GUIDELINES: I. INSTALL PROTECTIVE FENCING AT 10' RADIUS AROUND TRUNK TO PROTECT ROOT FLAIR AND TREE TRUNK. XAI5N WI EBCH ELOW WALL. TO SO K li UP 2. DELIVER AND STAGE MATERIALS FROM NAVY STREET TO AVOID _ TRUCK TRAFFIC ADJACENT TO TREE, IL _ JI S. EXCAVATION FOR THE NORTH FACE OF FOUNDATION NEAREST THE TREE SHALL BE DONE BY HAND TO AVOID TEARING ROOTS. V' DURING EXCAVATION ALL ROOTS WITH 50ME CALIBER SHALL BE _ T DN. PROPERLY CUT AND NOT TORN, OWNERS ARBORIST 5HALL BE BARN(4) ! kCONTRouoINT5 IL _ _ _ PRESENT DURING TH15 PORTON OF EXCAVATION WORK I, L---. 4 CEMENT 15 HIGH IN ALKALINE. DO NOT LET CEMENT TRUCKS OR , IN L - - -- MA50NRY EQUIPMENT BE RINSED NEAR THE TREE. (N) 24" % 24" X2 I^ > (E) BARN CONE, FOOTING TO PICK UP P05T ABOVE. 11 CONTROL JOINTS4, F51 GONG BLAB _ III 10" CONE. — i, 50N-0 TUBE. Ll -1 , A GXGI-K4%O 14 W.W.f. ON G MIL POLYVAPORH 11 \ WIT BARRIER ON 4" CRUSHED STONE (ttP.l PROVIDE ( ��RIGID INSULATION. 24"HORIZONTALLY V VERTICALLY TO FOOTING, Na, BFif BY BF5LWPIIBN I' REVISIONS SECTIONS I PITCH OF L — — — — — — — —J III SLAB TO DRAIN. (N) \ / Ir lsmeRfsPONsiBwttofmE mNTFUTOF DKI F w Iz TOVEurY 1ALL TDM Yn1 ITE MNsnes DAYLIGHT RUN o COMPARE m[MI00 mNs ANLTlou C HWRA ONINNI aPf m9 AW DTC ALTIVlTES, i / p fCON31 111I10N5 VERED OTPLR 23 34 IMMEBIAIfLYBf RfFQFIEBTO IPE AFROJEML it V.I, F. PNG PROPOSED BUUILn LDINGbAE RELOCATION BERTAULTRE51DENCE "-n95 NAVY STREET I'y ORIENT, NY 1 1957 / ) DRAWING TIRE \ BARN 4 SHOD PLANS \ DATE 0904,14 DRAWING No 1e41 JDBNO, sL41£: IS snGNM DRAWN Ds A-2 5Y CONN fo TO BARN FOUNDATION FLOOR PLAN5I u4"= P-0^ BARN FLOOR PLAN 5CALE: U4" 1'-D" ONB O IDN RLVILwfD _ DY, GWL ALTERNATE BID # I 16"COLD WALL B" W Gary p K. Connor SHELF FOR STONE VENEER. (E) 2X WD. FCR. JI TO REMAIN FINISHED ARCI1ITECT HARDWOOD MATERIAL TO REMAIN. ��-- 8 Coryell Street SMOOTH PAGED STUCCO, LambePWHEB, NJ 08530 NY LIC. 020554 Fri 609,397.3635 Or"'"'-"'�' FINISHED FLOOR ±2'-0" QJ EARTH TONE COLOR TO BE (N) 2' %4" P.T. BILL PLATE TO BE DNIBH WI STONE VENEER, FLASH SELECTED BY OWNER ANCHORED W/2' DIA X 7" MIN, STONE CAP TO WALL CONNECTION. III LENGTH, SPACE ANCHOR BOLTS G' O.C. AND WITHIN 12" OF PLATE (N) 2" X 4" P.T. DILL PLATE TO BE PITCH GRADE MIN. SECTION ENDS. PROVIDE SILL SEALER PITCH GRADE MIN, ANCHORED DID i'DIA, X 7" MIN. REMOVE (E) PLATES REPLACEWI (N) # I DT G" II z° PER FOOT AWAY 4 TERMITE SHIELD. 2' PER FOOT AWAY LENGTH. SPACE ANCHOR BOLTS 6' %8 P.T. BEAM. CONNECT BEAM TO CONC. FROM FOUNDATION FROM FOUNDATION O.C. AND WITHIN 12" OF PLATE PIER W/ 51MP50N ANCHOR 1 ` RAISE BARN FLOOR SECTION ENDS, PROVIDE BILL SEALER FINISHED FLOOR 1'-0" TO 8.0' ELEVATION 4 TERMITE SHIELD. '(ELEVATION -80) ------ - RAISE BARN FLOOR FINISHED FLOOR1-511 �__ TO B.0' ELEVATION. PROPERTY �IFNmQ,�- mmm mCAL ON ( ELEVATI - b.� — �GRADE O'-0" _I , H PROPERTY GRADE O'-0" Ir m �mlim_1 m�UF1U T C PROPER m➢ -m -➢I - ➢ m�-� ]➢WTH ° U ➢� 4" TH CK CONC SLAB ° n -i➢- - 4X ON GRADE Otto"- -rm-�T➢¢ m CONCRETE FLOOR C Vi MIT POLY APFORBARRIERON 411 HICK C. SLAB REINFORCED e OR 411 Q3¢: rO4 ro TT�Tm]H 6H 6�N X 1.4 W.W.F. ON CRUSHED 5TONE 4 FILL , . G" MIL. POLY VAPOR BARRIER ON ° - COMPACTED TO 95% DENSITY ..yLL 4" CRUSHED STONE 4 FILL 2'-O" (IYPJ PROVIDE 211 ROD of COMPACTED TO 95% DEN51T' _ INSULATION, 24" HORIZONTALLY - (IYPJ. PROVIDE 2" RIGID PITCH GRADE MIN. k" PER FOOT AWAY FROM ° 4 VERTICALLY TO FOOTING. INSULATION, 24" (HORIZONTALLY 4 FOUNDATION o TYPICAL CONCRETE FOOTING PITCH SLAB TO DRAIN TOWARD 2! ^ VERTICALLYTO FOOTING, PITCH m 2'-0" WIDE % DEEP CONC. GARAGE DOORS. MIN 1' PER TYPICAL CONCRETE FOOTING SLAB TO DRAIN TOWARD GARAGE - J FOOTING W/ (3)3) # N4 REBAR. B.O, FOOT. 2'-0" WIDE X I LIT DEEP CONC. DOORS, MIN. i PER FOOT. FOOTING MIN, 3'-0" BELOW GRADE FOOTING W/ (3) #4 REBAR, D.O. 4" ° FOOTING MIN, 3'-0" BELOW GRADE - - TYPICAL FOUNDATION WALL A55EMBLY 8" CONC BLOCK. FILL CMU SOLID AT TYPICAL FOUNDATION WALL A55EMBLY ° - BOTTOM COURSE AND REINFORCE EVERY I G" BOND, BLOCK, FILL CMU 50LID AT BOTTOM OTHER000R5E WI DUR-O-WALL. CREATE COURSE AND REINFORCE EVERY OTHER COURSE ° SHELF ABOVE GRADE FOR STONE VENEER W/DUR-O-WALL CREATE SHELF ABOVE GRADE FOR STONE VENEER. 12" DIA. CONC, 5ON-O-TUBE, MIN 3'-0" BELOW GRADE —� -0" ©SHED FOUNDATION DETAIL 5GALE: L 1/211= 1'1 BARN FOUNDATION DETAIL 5CALF: 121= 1 -0" ALT. BARN FOUNDATION W/ STONE VENEERSGAE: 121= 1-0" SPECIFICATIONS (E) 44" WILLOW TREE TO BE PROTECTED) UNIT 517E - 20"X 202 X 111 19.7" - UNIT WEIGHT- 4.5 POUNDSOUND5 STRENGTH - 5720 P51 G,G" 9,8' COLOR - BUCK GRA55PAVE2 SQUARES 1'-48" MIN. 3'-0" MIN. 3'-9' ADJACENT GRA55PAVE2 SQUARES -� SEE ENLARGEMENT BELOW HYDROGROW MIX BELOW i NNG, SUPPLIED BY MANUF, l RINGS FILLED WI CONE 24" 3.3" j� _ SAND (CLEAN, SHARP SAND) I i •r �d ,V n v: lei 1 �' N "' 50 COMPACTED SANY 1 � .-'w�=- _ _ _ _ _ - _1 GRAVEL ROAD BASED95% _ PLAN�c°`H A' ry� L - MODIFIED PROCTOR DENSITY. II Ills III=III III Ill COMPACTED 5U13 -GRADE NO. ogre BY °sscwrclON REVISIONS _- _ _ iilll VEw ALL SECTION TO TIED) coxoiTlotN AND COMPARE mem VrtlFl me mNsmucilcN - 11 I� - TOP OF GRA55 ROOT MA554" POOJ is WillCOMMENCING Al fPA➢PS, OMMI%IONS ORPNw OTIIfR ABOVE TOP Of RING weoNsl$FNBIE SEALL , / — — - _ _ _111-111-111-111—I — — I— — —I — _ ETI- 1� _ = � — �� IMMEOwreEraeRePORre°TOmegrecnlrfcT RETESTED — — — — — — — — — — — — —III=III=III=III=III—III—III—III—III—III=III=III=III=III=III=III=III—III=III=III=III=III=III=III—III—T III11 I—LI- LJ_� — — — — E �I J E,�I, / � � FASTEN AVEP ATTACH W/ SNAP -FIT FASTENERS PROJECT NAME _ — — — — — — - — -- --- — — = — I- III 111 111 111 L1 = �= �1�1 1 ll— ll1 d "W _c °GRF:' O_ ROOT MP55 TO fi LLGRASSPAVE2 PROPOSED BUILDING RELOCATION for BE _-1 .so - - _ 95 NAVY 95 NAVY STREET i I— ORIENT, NY 11957 = I i=III=III=III=III=III=III=III= III=III=III=i =III=III=III=III=III=III=IIIIII=III=III=III= ENLARGEMENT Bill TITLE TITLEINv1sIeLE5TRUCTURE5,INC. DETAILS 1600 Jachsen 5t., Ste. 310 DATE OS 04.14 ORANING NO 16±"DRY LAID STONE TREFf GOLDEN, COLORADO 80401 PROTECTION IN AREA OF OIL 800-233-1510 OR 303-233-8383 BY FAX: 800-233-1522 OR 303-233-82821241 www.Inwslblestmctures,com doa NO, 5CALM A55HONN NOTE: GRA55/PUNT ME55HALL BE SPECIFIED )KA" 05 - A LAN05CAPE ARCHITECT OR LAN05CAPE DESIGNER. rev. 10/05 Bn RHEMM70 Bplwwf° Gi TNSTRUCNTN PROTECTION WELL DETAIL " GRA55PAVE2 DETAIL NT SCALE 1"= 1'-0 , tit V , _(''D"' ���J .. 6'J ��� �^ pO'Connor Gary onnor IA Ili * `�.V� REARROOf 17'-11 ��/�, ARCHITECT 8 Coryell Street u HE (L NY LIC. 020554 Lambertville, NJ 08530 Phone: 609.397.9635-�sG..--.v �_ ' 1, 1 I L' I� �,�I i1�L, LIQ I L: I I ' I ' II I 1�' I, I �� I 1f♦ I I I I _ I lµ I, - �II 1i1 —u II li - II 1 1 j �� Ii L u 1 _ I PERVIOUS APRON SIMILAR OR EQUAL TO GRA55PAVE2 BY Q -�L 1 N.I L �iI �5 II L 'L� ° � -QL - ILI 11 - INVI51BlE 5TRUCiURES, INC, -"�, _u GROUND fL00K 0'-0" II „ I II I I I II - -- I lL - - - - - - - 4 m _ NEW 5TONE VENEER ON DOING 5HELF, (TYF) LEADER TO BE TAKEN _ _ TO M.M. POND. (TYP.) — — EAST ELEVATION 5cALE: 1/411= 1-01, I�FRONT ROOF l8 _ \ sjjj////// " o �_ ° v i I f IC I — I I I��u I I - �hI � I IT L, L 0,1 �' III I 'L 1 III I I, L I II' I II I,,I M 0 �'I, L I I I tTl I I I I II I I �dll S I I I cRouNO fLooso'-0^ 1' I r �' I 4 I_ _� 11 I'L I ' �: NE VENEER ON CON ON CONC. SHELF 4 L L J L J 25'-0" — — _ WEST ELEVATION 5CALE: 3)B' =1'-0^ -I - LEADER iO BE TAKEN TO NI POND, UYP.) WEST ELEVATION 5CALEI 1/4" BUILDING BT. 12'-7"� FRONT ROOF 18'x'±, FRONT ROOF 18'-9' BAre er 9EScwPrl°N VISIONS TYPICAL ROOF u " Iv INSTALL NEW ASPHALT 5TRIP 5HIINGLE ROOF IT IB me RESP°NSIe1Jlttorm5c°NiRAaoR COMPAIEALL MIT THE COME 1HEM WRH iHEC°NS,RULfION DECUl Ill `'� ERROR9f MMI5510N50RANYDTHI IRMN5157NLIP505CAMEREOB"N1IMME°IPRLVBEREPO T!OTORIEp4cHIiECIrROJEm 5 NPMPROP09ED 4Tt BUILDING RELOCATION Par BEKTAULT RESIDENCE95NAVY 5TRET GROUND FLOOR O' -G. GROUIND FLOOR O'-0" fBRAVNNo �' - - - ORENT, NY1957 me (ELEVATION 8.0')� (ELEVATION 804 °7 = __ _ -_ _ _ _ - EEVATION5 PERVIOUSAPRON 5IMIIAROREOUALTO GRA55PAVE2 BY INVISIBLE STRUCTURES, INC. NEW STONE VENEER DAM 090414 Dl NO, 1 �_oN coNc SHE F �— L L — =1 J L J L L 12h1 JOB NO — — DRAWN Bs SCALE, A55nOVVN A-4 °" NORTH ELEVATION 5CALE1 1)4•= P-0^ SOUTH ELEVATION 5CALE:1/411= v -0° SOUT ELEVATION scALE:s)B°= o -o" 0 15 ° GRO'S E°,O CON511 N5M °" Gary R. O'Connor. PROPOSED BUILDING RELOCATION ARC" 8 co-yell 5tr Street Lambertville, NJ 08530 ��.NYtTc o_2os4 for tale3 c� a Phone: 609,397.3635 BERTAULT RESIDENCE laiioorr�Caod,(�, TAYMAFID PROJECT DATA REFERS 95 NAVY STREET, ORIENT, NY 1 1957 of E_D'N15 N14P FILED IN 5UFFOLK CO CLEANS APRIL 19, 2005 AS FILE NO 11245 ADDRE55, 95 NAVYSTREET ABBREVIATIONS ARCHITECTURAL LEGEND ORIENT, NI 11x57 _ !C �l CL EL ZONING D15TPJCT R-40, RESIDENTIAL LOW DENNI AA FXISTIIIS WALL TO REMAIN 4 SPECIAL FLOOD HAZARD ZONE L _ _ PP.OPERTY LOCATED ENTIRELY IN A'_6 FLOOD HAZARD CLIFF A F Id C Member NV`E. ppo f Ha chYI HEW WALL GL E - - - ' 1 �' I / FROM FIRM, No 3610300068H 9/258009. 11��AIpp,, Medicine ahlnet Fehr aedl (ive) feq - 4 ) V , , DESCPIP110f! OF USE E)'ISTING PRI9CIPAL BUILDUIG IS A A.B. Anchor Bolt F. FiverJeelt ME IyI echamc �aq F,i M Hand- - - - - - - - - - - - I, j� -,)� i-! -- 1 J' AC Acovadc FBO Purr h 1b) ME vedinm P%m-----___-- IX15THG WALL TO RFMOVF.p T- ) 1 1'i' - SIMILAR OR EQUAL TO !AC A,haltm Concrete Ober- MEMB Membrane Pet+hoR�emr.) I��_;__AiIJCondiktiomng FBR.K firebncMEF Metal --- DATUM LIME - - REMOI 5' LOCUST STRUCTURGRASSPAVES, BY INVISIBLE T 5 9TOSTRUCTURES, INC Tlkc STOREFRAh^.E DWEWIIG WITH _TORYADDIT15 CA ea Dom F D Hxr Aion MFR Moroi tyre• R'ao Wath VLeadcr THE OFIGINAL STRUCTURE D15 ACCESSORY 5 STOP,t ADJ. A9 CStaUle FD1J Foundation MH Manhole RB P, .Tenuous $ Fepb.e AGGF. P� regzfe F.E. Fre Otinn Sher IIJ. Minimum - - FPOREPTY HIIE - 5"LOCUST FRAME DARN AND 15TC'RY PRAMS 5I qq 6 M _ E_ S 3 AL ARI F L FOedla-5 MIP, MMrrYor $ - - "+ I, `, ! RELOCATED 18" HOLLY ALT Alternate E11 Fuc Face ISDC M rc Uneovs - CEHIER LINE 1 - -� FE.1.8'G. l PROPOSED THE ACCE55OFF BATA AND SHED IS PROPOSCD AM Ampere FYI M.5.FIa( Head Metal Mh Mwldm A R pi Alr Pegister - AVI D AnoAaed Screw MOV Ievableq oCb 6'W - TO BE REP051TIOIIED CH THE FROPERIY l�P SHOJfII FOP API%, Appp on F H VI Flet Head Wood A. Marble D 'Peat quer Dispenser zo' DIMENSION TO FPCE OF ---- - SEI@AC-K ; — _ 03 APPPOY Appralmate Screw eT Mount (ed) ED che, ie { f STRUCTURE 4.1' AVERAGE BLDG- EL n VEHICUtAP, ENTRY FROM WILLOW 5TPEET ARCH, Achit ct F Rmsh led) MTL lTonal yceen ON WILLOW STREET -- 1 om - A$pH, AsehEfk F Pined MUL M11160 t:p�on am RELDDAlED,6" RDLLY __ - ;,. ZONING COMPUTATIONS ASTM Arlt ..c-for Tcstm9FL Floor MWK. NCllworl CT. 5n=1f (nh"1e b WORK POI NTI DATUM �� "' �as 16'WILD Materials F H Fitihm. `ty' a� PCT/f.0JTP,OL PQIi EXISTING 44" WILLOW AUTO. Above Ito Lp5 3 hore dj (Trig nim CHERRYr F FLIIGR, Fmoiesc nt SHI �hcec TREE TO REMAIN REQUIRED IX15TIIJG PP.OPOSED A. F.F Above Hushed FloorF G C Face of Concrete r - 18 2 m i - A.T.C. Alb top of F.p 14. Face of Masonry II ITh rjheat�iuig 1 DOOR. 51'N180L _ - I, I Concrete F.O, �. Face of Stud iL fn iq t _ (N) 16" DRY LAID ,�� - 2d-I g - B 4 fl N Both rtJ, STONE TREE PPOTEC➢ON r' ry LOT REQUIREMENTS: F W. -ace a Will M Il liar _ BD Bozrd pF FCe h<e New 5 N D _aorta Ila lin A w AREA i Flu SEE JI �� Hour LAIN. LOT AREA 40,020 5 F Ie BOB. 5. F, 140 CHANGE p f IIAT, f000l D' r V11flDOW S1TdBOL A-3 FOR DETAIL BET Betwaen FPRF Fuerreof UI-p riser - Y�� FE.0.2'W. MIN. LOT N✓ID1H 15n' 103,.57' IJO CHANCE EL Ettummoi'S FS hull _rxa f L�. NdmCcntract 5.il. R. 5amtlIJaokm — I\ U RELOCATED - -_ BL BuJAm brie 7 cot TION Nominal gg���c�tiale is LETI10TE 51'NIBOL I - i'�,- r BLDG DrldAnj FFG. Footing ZITS Plot to Saiz IT sealantp - it FRAME EARN °� I "- - - r - _ "-� '^ _ MON.0.2'N B F1JP. Purnn 9S round roof (ung) z _ a -I-FE.1.5'N. 0.4'E. BERG Blohm FIJI' Fufu " f.. @pac=r (N) 80 L _ EL - STOCKADE FE. r �� PRINCIPAL BUILDING MINIMUM YARDAIT. REQUIREMENTS: BM Bench h'lair FRR DR Fire car 0 v a ppIs en=er �= m EL =B.o' PM Bea EL $A10czion r as s ELEVATION REFEFEIICE 0 7'PUDE j X15"WHITE 1 —� L g F' BO Bottom / ver KR ear r m l_ BIRCH 10 TREE R_,. Z A arall PL Kreu Y' - 20"TREE REQUIRED EXISTING FROF05ED BRA Beaing n _ - ERE Brink G B bs;ure 5 $quare 6P.j Bron nt,epter .,tmnles5 el -4 FEO/L� FRONT YARD 50' LIC I� IIJCHAfIGE g ry GA Go�Ige `twee Vometer K rp L.e sSmk AX AO A y DE YAFDM IS' ILO CHANGE GREEO I FFLR GAL Ga Ian C Owin r Furnl-hod/ efr.et - - DETAIL ELEVATION REFERENCE I 6 B`on! CrTOOF G B t can Ear Contractor In.talled IfEAD i t n r +- TOTAL SIDE YARDS 35' Sd 91' NO CHANGE G General Contractor kTFT QNae Atangard 9 1 REAP. YARD 50' 5' 6T NO CHAIJGE CONCRETE-alvanizad hon H relhad P tee - - - - m 10"TREE�11 _ [It* HEIGHT 35 FT/ 2 5 STY, 23.33'/2 5TY NO CHANCE C )T Izt �f ryry M,55L�oar Plead Metal 99crev+n P j:o'a^e ' SECTION P,EFEREfICE n - AB Catch � lazvl 8.I1.W,SGval Head Wool S_rew TF'OCT�1 ru Llnded `:m � it �, F 07KfA 8"EVERGREEN 11 -,,,r; SII _ S b6 atch a;m rade 1 Open Wsb JLet YM G nC evnol -I I , ;P Ivl'"1 LIVABLE FLOOR ESO _F 1516 SF TO CHANGE M. �emrnt GRT. Grout OR Opag: ry rt!nkhenc .. 1 ) 2'-G" 200" _n - ',' _,t -" - --- MW'COVEP.ASE 20'b 2?o NO CHANGE L; Tarrsl PII6 b'V nIn 44 CEP, eraml G yS ,tem III U, FT uSc Ceet YP TGGy sum PP pposi e p, Southi � DETAIL FEFEFENCE a FL Mounter Eashin GSM Cagvamzed Shaet tor! 50 BEACEr TREE �' 8"TREE I last Iron g Metal P T I Lor Z a -_----1I SHED ACCESSORY BUILDVIG MIIIIMUM YAP.D/HT REQUIREMENTS LctLYV.o Caulking p pp rr read II -J FEQUIRED EXISTING PROPOSED CL Closet H PART PacrinI £C I'm C 4Grcve 'fear '¢ PHOTO REFRENCE / 12"TREE _ qounker HB Hae Eg PV Pav(edI( q)Emi yLaw fCu �y, l r} GHryryDpC, tryHrytlIotiwCole PA`,�Pre-castConcrete o^of Lurb Lot 1 �___ ! nfilll EIDE YARD 20 AGE NCIONI olumn HryCI, Heder PF`�p,R PppoFinan ntrOrbic FI $}�m EXISTING TREE TO BE 0 _�I, ' 8"TREE .� MAYHIGHT6 MIN ARD E2 1875/155TY 19'OVf.55 I Out g pppp EL T hppone _ OO ING CONT? c�pnteots HDf'D Hgilrlo Metal P LDF AB rre fabrper Ll(a) 'L. ioWrcf' asem nt - --- - - REMOVED EP REI OCATED - it EEN VIE STY r 1 10'_5" DE57 MAh AREA 660 sF 0'3 5` NO C 5�, L C fPMOT Criberetet ___ ie �OP5T Ccnstru�Hon HDESH Creshcl.si ( 1 " 4 / 11 E ERGR CHANGE e�'r Patch cla[ a er I. enser - - - FRAME Cts apes II Her PtG� o15t�ttmp J -- BARN of 511EET INDEX CSMT asenient HiG Heal mq P:G. ar mg z} Ian= An LTR enter HVAC HeatnaNenrIadon P. date Tyr i"p bj'�lab - I iFLR'F1 I -+I g, oC oolinl Am Cifndihanluj PAM Plaster Lamin ate TTT bVTi TTor 0 keel , FILL er Yv[L W " LL T{�I rnao ra ronc rvxot's M.POND J1 R' SHEET DESCRIPTION CUCVA Cold VAter PLl' PlywxA 11P TrrF oT hall n - - CU YD, aubc Yard PI L Panel 1111P T pial A I L- - - D P1I Point 24" CEDAR D Inside Diameter P P Ponderosa Rlna p _ _ �� _ _ _ A 1 A-1 TITLE 5HEET, PROJECT DATA, D A Doeb'e Actin. 11N Inch PR Pair _ - T 1 on 7 5 IIn5ulahw P FRIM pie-fnirCJ aC. I; nrfom 6mll Coda -- Ill- -'' I J T i0- oNC WALL ZONING COMPUTATIONS, SITE .'IAII DBL Double IT ntenor 0. Pro ect r ez DEM Cm0i5h U InkermC,iiafe ppRpp C. ha CONCRETE STUCK rnJ EE T Degai merit �T F S Ple�stre:sed Concrete UIIF ll,(im-hodrH I mf _; Ilr` nry NNN 5 F IIJJ I z A2 BAP.II £ d'1ED PtAf15 DET Uem V Invert P Pofo Per SCare VP,. Urinal = 1 n q-3 DETAILS D.F. oeg as fir, J P.S I. P°InShs rSquare - u+ 50' FRONT YARD SET BACKm T D1I COeve eeC� fountain JAII )amror PT DJP Paper io vel Perer'tel VAT' Vuum J r,- I r - �1. WELL IN 4"TREE 1 DEd IAD q ( ) / OIL ryry _ Aown q JT Jo nt PmecCptazle P VA ,jrnNBarrer ROITITNT11- RnvaH NVOI _ UTIL ROOM /' � 'y - A-4 CLEVATIOUS ON DOvns nutn p Y S V DCri lGOin _-_ II .�.�s S II� c- KP. Klcl latz V Toole --L 1 p TT , - HSE. - II IFF DbPp D°r,?r g NO Knxrfo t0lb.) Qk�. Pol-V,n IChIOIMC �Ii hn1ca is-- STY N on, KIT Nr.. R P.IserryRadms Nleq le uweR�nu cLcvanousTONe _ /I' AME - SrPTIC ON NAVY STREET_Ij t 1 o- aIs os Ircu _ -_ D r Dumb.Jalter 0 Qu TJe DWG. DrawnYq —10 7 _ 13"TREE E r l 19°BPRUCE 2 „ "( - - - [[ East L RAG ge0.rn A-Gr111 M A"tK r r[c too. s[^aau FMOT'Sh Enstm tt �.B Rubber � Rubber bas^ V✓o e Iy r 0,115E 17 3' AVERAGE BLDG SETBACK I NO DP _ EY c-CznlCn E� Each EE�P5 tx�anC9oIFIJolstystem B` tem „te'Y r rdR0. RPC�rao WD N%nFe��ster et cuss snn:e + `Ip E'er .(F HR. is 9=6.5) I/CORCHVERED 22"TREE 19"TREE IiI n6nleP rasiewr Cr rrecOlnpECnr10N5 EE 5 E, an on For IAM ttt��� RCP Reinforced Connote kWD do v _ t AIX Arm LEC El�cnc la0 LKP tniCte F, D F Recessec Dr nF rg VV7{'e rd szl Bu er 1 - _ 1 _ �' I K r l NEY ou me euPPl u ELFT/ Ideation L.�. Live Lead FF�� FOLntam VVI Ibrou.aht pori __, - a, _ f" -� AAIB Ynd - fME9. EmerL'nq �Tt'� %EFm RaferenE ) V� INIrQ INEsh F111 woo0 Dr.ICK[LCl'n]'1on -;1 - -t FL c4 IF J''ifL or ofii ACT R "n0N E LBL abe r m Ii-It1er�CrSto g .___ _ _- - - _ _PICKET FE. c " _ -I _ 5r rn EP AM Enani�l VR ue Elllr. Fe force (d)(q VV fVi r. ) F [Ir<prre Ina DC Endasure l P Cater reoLn _ rs alws Q = m r it EIIGP Fnngneer PFFR Rsfnq rotor W5 ea p F_ - - - 1.w;Ivon[srntirner Dsral_ EP, le^tr cal Panel RG. PC iter VVSCT bYan of + INIM ee CEFIliTED TO rt[n EQ4qa.1 M REEM Remove VVF VVe ght - - - - - E UIP Epi oment RO'D Required VVT'N I+pll to l^✓ali - -_ - FL E5. ELLmate MA5 Masunr✓ P.E5 Rssllent WWM Vbslded We 6165h - r'otrL-xr^'r E�. torn to AV M PAUL DEET Ret m ) __ - - I n= o 4 PROPOSED 61JILDING RELOCATION L Ex o:ed p�q B Miachene DEE y Rev e (ion) 1' eArr wsuL it for EAT Exterior M BAR Mendure �arrier R F 6 Pooanq YD Yad ' - EL r „ _,1 JUL 2 1 2015 _� r-ERTAULT PESIDEIJCE 4 3 -- - a5 NAV1'5TREE1 EKTR. E;trudzd TJ _ 1 - - ----------ORIENT, NY I1957 , OTE IL - 91TE PIAII INCOPPOFATES nATA - rc+vruc. "LTM euC'toon fFO%A SURVEY PREPARED EY TITLE SHEET. PROJECT DATA f SITE PIAT; _ PECONIC 5UPVEYOP3, P C 1230 TPAVELER 5FFEET DATr COCA 1-1 CRAMla NO SOUTHOtD, N1I1071 1241 DATED BE CEMBEF 12, 20) 2 .ce tic =ALE N5snoeo rr>v,,: A— I ar re�n:rP To J — f cOnSTrN r.I ,oAri SCALE' I/IG"- I'-0" r, r-rvc NOTE: VERIPE ALL EXISTING BARN DIMENSIONS PRIOR TO FOUNDATION STAKE OUT. 1. 1'-8" WIDE X 1'0" DEEP LOUSED IN PLACE FOOTIIIG. PROVIDE (2) #4 REBAR CONI AT FOOTWG EOTTOM 2 BASE BID: 10" POURED CONC FOUNDATIOH WALL 3 EAn END HER FOUNDATION WALL UP 50 THAT FIR5T FLOOR FINISHED ELEVATION 15 DIINIMUM 8' 4 4" TELCO, COI ICR T MUD SLAB ON 6 MIL POLYVAPOR BAPREP, 011 4" CRUSHED STOVE d FILL COMPACTED TO 955o DENSITY PROVIDE 2" PIGID INSULATION RNP ) 9'-Gq", VIP L — IN) 24" X 24" X 12' GONG FWTING TO PICK UP POST ABOVE IO" COI IG 5ON-0-TUBE �fl� - , ... .. BARN FOUNDATION FLOOR PLAM5CALE1/411= 11-0" LINE REPRE5FNT5 (E) WALL ABOVE FT I �P (F) WD J5T5. _ B A-3 Lr' (11) DF 9"R8' 1 I F P T BEAM HEP ) PROVIDE(N)12"SON -O-TUBE DETACHED SHED FOUNDATION PLAN SCALE 1/4"= P -D" INSTALL NEW 3" DIA PVC SALUTARY DPAIH 'a MITI. Am PEA PT 4 PPCOWIECT TO (E) SEPFIC SYSTEM PITCH 5ECTICN 5 OF SLAB TO SPAIN IN) DF AVIS TO RUN TO DAYLIGHT O1'P ) DII L� /— FECONNECT IN/ ELECTRICAL � LIGHT CIPCUIT TO MAUI PAIR \ IE) HEATERY LI I (EI RESTROOIof ,,�-- PEN10VE(E) COLIC/WD FLLOP CONTROLJOIHT5 COHILROLJOIIIT5 TS I (E) BARN CONTROL JOIHT5_ I �_ 4" THICK 3500 P51 CONC. 51AB KCINFORCE) WITH G h 6- 1 4 X 14 %N W.F. ON G MIL POLY VAFOR BAPRIER 011 4" CRUSHED 5TO1 it (ITT ) PROVIDE 2" PIGID IIJ5ULSI01L, 24" IMOQZOtITALLY B VEKTICALLI' TO FOOTING GENERAL NOTES I BEFORE RELOCATING THE EARN 4 511ED THE GENERAL CONTRACTOR WILL INSPECT THE STELE, URAL 5OUNDIJE35 OF THE BARII 4 SHED, ALL 5TPUCFUKAL MEMBERS AND CONNECTIOIG MEED TO BE ABLE TO WITHSTAND THE 5TFE55E5 IMPOSED BYTHE RELOCATHIG PROCE55 REPLACE DAMAGED WOOD AND REINFORCE CONNECTIONS WHERE REQUIRED 2 THE GENERAL CONTPACTOP SHALL VERT) FIELD CCNDITION5 AND NOTIFY ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEFDIHG WITH VO)RK 3 THE GENERAL CONTRACFOP. MLI5T IN5UPE THAT ALL UTILITY SEE,VICE5 AND UTILITY LINE5 ARE D15CONNEGTED BEFORE PELOCATIIIG THE BARN 4 ShED PUCE MAMiUER5 TO INDICATE LOCATION OF D15CONNECTED SERVICES.iDEN'TIfY5EPVICE LI'iF5 AMD GAFFING LOCATION5 CH PROJECT RECORD DOCLIMEIIT5 4 GENEPAL CONTRACTOR TO IDENTIFY LOCATIOH OF SEPTIC SYSTEM AND TO PROTECT SEPTIC 5)STEM FROM TR)CK5 ACID HEAVYEQUIP 5 THE GFN'EfLL. COHiFACTOR 13 RESPONSIBLE FOR MEAN54 METHODS AND ALL NECE55AP)' EQUI `MLfHT THAT IS HEEDED TO PELOCATE THE BARII 4 SHED. G THE HUMBER OF I BEAM5 U5ED AND PUCff\THT OF THE BEAM FOR MOVING THE 51FL'CTUPE WILL BE DETERINIMED BY THE GENERAL COH FPACTOR AND SHALL COMPLY WITH ANY NEW PORK STATE REGUU➢ON5 7. CEASE OPEPATION5 AID NOTGY TIME OWIIEF, RIVEDIATELY IF 5AfM'OF THE 5TPUCTURE APPEARS TO BE EHDAHGEPEO TAKE PRECAUTI0115 TO PROPERLY 5UPPOP,T STRUCTURE DO NOT P.ESUME OPERATIONS WILL 5AFET1' 15 RESTORED 5 BARN 4 SHED SHALL BE LIFTED AND HELD BY JAOG5 AID CRIBBING UII TL I TIS PAISED HIGH ENOUGH FOR RELOCATION GENERAL CONTRACTOR 15 TO OVERSEE THE ENTIRE PPOCE55 OF LIFTUIG 4 BE RE5PON50LE FOR SAFETY Oil THE JOB 51TE 9 BARN f SHED IWLL BE LOWERED ONCE ALL FOUNDATION %VOPI" IS COMPLETED, GENERAL CONTRACTOR 15 RESPONSIBLE FOR ALL WOPI" DOME DUPING CCN5TRUCTON, AHD FOP, ALL EQUIPMENT USED 10, GEIIERAL CONTRACTOR 15 TO IN5URE THAT ALL UTILITY 5EPVICE5 AND UTILITY LIMES ARE TUSHED BACK 011 AFTER V:OKK,, 15 CONIPLRE AND BAPN i 5HED APE LONERED I I REPAIR ALL FINCHES DAMAGED DYTHE RELOCATION O ELFAPON TREE PROTECTION NOTES PROTECT 44" DIA WILLOW TREE BE ADHERING TO THE FOLLOWING GUIDELINES I. INSTALL PROTECTIVE FBICING AT 10' PADIU5 AROUND TITING TO PROTECT FOOT FAR AND TREE TRUNP 2 DELIVEP,AND STAGE MATERIAL` ROM NAVY STREET TO AVOID TRUCK TRAFFIC ADJACDTT TO TREE. 3, EXCAVATION FOR THE NOPTH FACE Or FOUNDATION NFAREST THE TREE SHALL BE DOVE BY HEAD TO AVOID TEAPING ROUTS, DURING EXCAVATION ALL ROOTS WTH COME CALIBER SHALL BE MKXTPLY CUT AND HOT TORR. 019NER5 AR5OR15T SHALL BE PPE5EL:T DUR'NG TH15 POPTION OF EYCAVATION WORN:, 4 CEMEIIT 15 HIGH IN ALI INE DO NOT LET CEMEIIT TFUCK5 OP MA50NKD' EQUIPMENT BE RIII5fD HEAP, THE TREE Gary K. O'Conn ARCHITECT 8 Coryell Street Lambertville NJ 08530 Phone. G09.397.3G35 f 110 L'Pr2 BY OESCRITON REV151016 'AD. it ISPICP,Esr OITIMOfmf Cc!rm rrcr. 7 rn\TPIn,pLL r.m OCHOEMe Air cECJNTIO3MKWCCr ro!crrua:al JNM[RSBffvoNCLVIAENOITHE T,JI➢LS, � EFPOPd, OM; "L:IGIS JC AlIY01HEA L II CPI`I6 PI£CJbfP3o 51,AL O STI iry111irnPTLe DLLr E5 PE=0Pr[JIJInf PPLYIrfCT FROF05ED BUILDING RFI OCATION \ / 0P411Ru;n LE BASH E SHED PLANS DATE "N 14 rr>,hn;llB 1241 ra uo — n A,l A-2 BErs — Br PEIEP=EO TJ BARN FLOOR PLAN UU-WED r0I.FR1,7TBII SCALE /4'= 1'-0' PJ ALTERNATE BID # I "CM Gary K. O'Connor FORWALL STONE s LF FOR STONE VENEER /fin,• c (E) 2X WD FLP. J5T5, TO REMAIN. FINISHED HAPDWOOD MATERIAL TO REMAIN, -i ARC11ITECT n\ ,4 \ 8 Coryell Street Lambertville, IV 05530, A l I 020554 FnJlsneD FLooRz'-o" - -- -- -- - --^} srucc0. -- (M2 X4 PT PILL PLATE TO BE L,..4�1ir'�fl'f'M ✓ Phone: 609 39, 3635��., no "r, f f--- EARTH TONE COLOR TO BE SH EQED 6Y OWNEP "'DIA. P7"41111 FTOIEINISH CAPT TER s ^ Ecr1oN NV/ALLICOIPI FMoorGFADe 1D rAUCHJ SPAcHe PNCHOP BOLTS G' ITCH —� D W I'! 12" PLATE OIC OF IT ICH GRATE MIII. O ? X 4" F, 51LL ELATE TO BE REMOVE (E) PLATES REPLACE N4 (11) # D.F. 6" SECTION FADS PROVIDE SILL 5EALEP, AN"HOP.E V/'" DIA X T NIIN z X E" P T BEAM, CONNECT BEAM TO COLIC. - _ /" 1 z PEP FOOT AWAY E TEP SHIELD.ARN ," PER FOOT AWAY 1 LPIIGTH ACE PIICHOP BOLTS 6' PIER. W/ 51MF50N ANCHOR - -- FROM FOUNDATION RA1 RAISE BARN FLOOR FPON1 FCUIJDATIOf! G.C. Addd000ii%OO IVITHl71 12' OF PLATE -_ TO 8 0' ELEVATION � I 5ECNf�t1 EN05 PPOVIBE SILL SEALER FIf11511ED FLOOR I'-8" r(ELEVATION I; f T .MITE SH'ELD 6C9 A__- - -_� I1 1 U15L BARN FLOOR -. , _. _ _ FINISHED FLOOR I'-8" TO 6OILLEVATION EIIL= 1 (ELFVATI GRADE O0'-0' _ _ PROEERtt GRADE O'-0" ��__ o �- Wall- r. II. TYPICAL (CAL CONCRETE FLOOR 1-�L.i I' .nQl-W 4 :COLIC SLAB OPEPIt - illi _IZlil-III I'I WI-li IF �P ��-&O) - .:1=W=W�II'�IL LADE G'0 r, 's - • 11REINFORCED _ _ _ u N4TH6x6-14X ill-- u=GlaFl¶1 IL TYPICAL CONCRETE FLOOR 3 -�! I4 WWF ON G"MIL POLY o 'W=�Y 4" THICK CO"IC. SLAB REINFORCED --- VAPOR BAPR1ER ON 4" II WITH G x6-I,4X 1 4 W WF CII - -{ q CRUSHED STONER ALL T�'n CIVIL POLI'VAPO° BARRIER Oil fu T COMFAQEp T095% DEN51TY CON ACTEDPROVIDE / -0' CRUSHED 5TONE 8 FILL / HFFl 2" 5 D TO 95S EN511Y PITCH SPADE MIII i' PEP FORT AWAY FROM /_a I'�8"_i INSULATION, 24" HOPJZOPHTALLI' 8 VERTICALLY TO FOOTING 4 / y NFF)PROVID "RGIDCOATI FOUNDATION �� / TYPICAL CONCRETE PITCH BLAB TO DRAIN TOWARD INSULATION 24'H RIZ (ITA Y C. 0 LL i y I1EFEF00TING I'-8" N4DE X I'-0" DEEP CONC 2- VERTICALLYTOFCOTHIG PITCH - FOOTING N913) s4 REBPR 50 GAPAGE DCOK5. MILL i' PER TYPICAL CONCRETE FOOTING - 5LAB TO DFAIN TOWARD GARAGE J _ FOOTING MIN 3'-0" BELOW GRADE FOOT 2'-0"WFEE h I' -O" DEEP COt CORS MIN "'PEP POST, FOOT114G N4 (3) #4 REB% B 0 FOOTING MITI, 3'-0" BEL2, W GRADE I - TYPICAL FOUNDATION WALL ASSES IDLY - 10" TOURED CONC, STEM WALL D FICAL FOLIHDATI 1 WALL A55EMBIY - 16' CONC BLCCI FILL CMU SOLID AT BOTTOM - - - COUF.SE AIJD R IIIFORCE EVERY OTHER COU25E W/DNR-O-WAALL CP_ATIf SHELF PROVE GRADE DDI �EHIFER 12' DIA, COLIC. 501P0 -TUBE, MIN 3'-0" � �- BELOW GEARS 7 NOT USED © SHED FOUNDATION DETAIL SCALE I ue"= 1-0" ;BARN FOUNDATION DETAIL}5CALE 1/2"- v -D" jXLT. BARN FOUNDATION W/ 5TONE VENEEPSCALE u_="= r- 5=ecIFICANI_oN5 (E) 44" WILLOW TREE TO BE PROTECTED 1g-" ITSIZE - 5"XI " — UN UIIIT I^lEIC-HT- 4.5 OUIIDS P 4. STRENGTH - 5720 FBI ^ 6 01 ^ 9.8" COLOR. - BLACK Li �O�O 000,G a 00000G O �Jn��QO,'0,1 GPA55PPVE2 50UAPE5 �1 I'-4�' Mill. 3'-0" MIN 3' 0" _ _ 1 ^� O O O ADJACENT CPA55PAVE25QUAPiS // 511 ENLARGEMENT BELOW Ho O O O` \ 000k, , -- H}pROGPOW Mil BELOW KING, SUPPLIED Bf MANUF !O.O� < O0,O of �'� _If RIIJGS FILLED W/ COLIC. 2 4" 3311 711 SAND (CLEAN, 5HARP SANT) C - — - L L c I :n ) — 8" COMPACTED SANDY _- J� -�-�--�-r PLAN ill GRAVEL ROAD EASE 55°'0 MODWIND PROCTOR _ �Y--C r ',-_ =,"� DENSITY 0 1 07,415 COMPACTED PLOGRACEHT Ud FOUP'D LDIY 5TfM V,ey - ' - - i � ' D„Te Dr �fscF,rlD,l FEVI5101r 1 IT P mf Pf EY OUT) Of THE LIITF%'LI�• SECTION TO6E ALL TELL fCIIJITILTA AIIi 1 _ _ r- r_ - - - ISI ll - III III MA55a oalFMenmecrµreHa rfl���IlAcr'nl-fz DMDf�nscav _ _-717_ _ _ _ III 1 III J`I -�`• / ABOVETOPOF BILL IHwIFs, rf5`nPu NI'fDWT[lY ft'fP1f1fUTO THE AP.'HITELL _7TT _ _ — — 'III III III III III III III III III III III III III - III I III r SP.A55PAVE2 ATTACH _ _ I _ _ _ _ N.%SNAP-FIT PAD= jkmf FASTENEPJ III IIIIIIIII PROPOSED BUILDINGNG P,ELOCATIOd -- — — - — — —_ III Roor MAss TO FILL GRASSFAvez for _ BERTAULT RESIDEIICE — — — — — — — — — — - — — — — — — — — — — -- - _— — — — — — — — — — — — I— — — — - - - 95 — - _ — — — — — — — � -1111 — — — — _ - NT, NY 1195 ORIENT, NY I i 957 — — — _ ( ( ENLARGEMENT DA14AZTR8 INVISIBLE 5TRUCTURE5,INC. DETAILS _ IG3 DRYLAID STO .ETPEE 1600 Jackson St ,Ste. 310 PROTECTION III AREA OF FIL GCLDEII. COL 0 DAce a91a 1= D�a:vre. 14080)-23-I 10 OR .... 3-83P3 S I O OR 303-233-23 - MOTE GP.N55PLANT TOES CHI L BE 5FEONTI) B}'loenr FAX 800-233-15220E 303-233-8282 uvw,v invi5iLJastmctwes,ODM Izal _ self rc'fnt"'I' A ALAlIDSCAPE APCHITEQ OR LANDSCAPE DESIGNER rev 10/0V05 nY�„e 55 Fe¢asD1c -^ �l PROTECTION WELL DETAIL SCALE 1"= 1'-0" e,V,EM) "FIJI �JLbPJYI0'I GRA55PAVE2 DETAIL 1175 rGary K. O'Connor - FEAR ROOF n' -I I°_-- ---- r - _ - rni•i j I ;r ; I ARCHITECT 5 Cor ll Street Larnbertmlle, NJ 08530 NY uo oz0554 ` ' I ` � Phone: 609.397.3655 � - _ w u I rLI L u iL IT II IJP L u d v L ,Iw a � �, � I ll I Hw N�LJ 4u�❑JLN Lw �w J�' u I LILwuJUL I�L,IIII I L I � � � �www� w'�wJlr�u'M1 L Iwo J� b I w 11 1 w w T LJ JILL U —�I tI LL dW r lti,� 1 II J1tl JIL,k J �wIIIrw; titl yI��LIw'I °LI'� a"TlI �I, 'L ! I I ,,}IILL LI11111114 I �4� �J III, �I, ILUJ L,�� I;I uLLI �1L1� II IIJ JII IIJ -��}�rY�,y� �Ilu, p'�J'JJ'Iv`J II uJ41 Ilu�l n'lI 11151 ISI II II 111��l�l ulJ jPERVIOUS APkOfl5lMIfAR OF. ILI�y_ - ILILIf1L�wJ JI, U _ Il i,�II �I J ` I' ul _ LIT 1 IIL I� uu III I15'� I�II'il']II II EOI AL IO GRA..SPAVE28Y Iu II II I!L �I l LL i'� 1 L'- 14 , ° 8 u -�I L LJ , ulii II 1 it I_ n u n III I L �LI ll ll - wlw��w; a ww� II INVISIBLE 5TRUCTUPES, ItIC. J u,l Wl IW IJ L�JIII II i u IL uhlu lrl 4 ILII_ u' I L W I H d �Lu,lu N �I I' c,RouuDPLooeo'-o" wl IN I wL wL - L u Ju w w w'INL ul II L l e IJP I w 41'❑JEIh L� -- u HIT] �! JLILL _ ` Ell, I 000T PAR¢Eo STUCCO, f s�LX _ 'r FARTHTOTHECOLORTODD j LEADERTOBETAI(BI BY b rnl ` - I SELECTED OVt'riER_(RP){ TOM POND QYP.) — EAST ELEVATION SCALE I)4"= PO' r- _-T_I ____ Ili ROOF 139 41-1 AlF II CL'`"` •"SLLJ�-J'ri'I JI,� ��--T •- Ill HIT JUiJ l„ III L I THT "Jud' I '� - i — IF IIL ILL S uJIF ju 4 l 11 ❑ 11 IJiJLL�-JILL I — ❑ w Ll I LJNt^ wJJIIV4�q "°,k V!JpF1 l ' �I� I L w,�, L u IuJi LL L I Iwn DLII` Iw w w u i I I �, ILLIT°4N'N '1 YHJHJ r L w F a Lu J Y71+a IN nJIILL I n � w� I JDLi L wl�LILL -,LL ' ll JII LI IL''; a yl , `B II L n' f w til TiHILLo L{���� IdJN IInI '�It�llw �II�1II 11 J ISII rtyu J u' L y1; 4uL J II 4`u� L'u IJ I, II "UJW II IIIUI I_ JI ILIL II', I`II LI I'll I III;I LJ I IL lu_Il ��ILI l b h� tuL 1, ' i u JI ti L �I �- Nu,I �I I�hSlTI uJuuNUl N I L'JUI LN I I J -u IaI ILL I I Ju u,,!�U LUI I!�p'� L b I J LL`Ii � u JI IJ LL ll �" ' U I ,Il I '('!�,II -'r ° Wji Il - ] uLJ I'l II 1 IJI�I IJ,LLUIJI u LL L 'I u ` ull nLi wk,� v,IH ' `I l rII111 n biu l l yI IL FIELiDLL wu WI wbWl LIT IFT l y uw'J`tiw� LJ'JI cPouNDFooPo' I-- -o" _ 11 `t (ELEVATION 8.0'1 �_p- __ ��a- Silloom FARCE- Srucco„ — EARTH TONE COLNI L L L J L J r SELEQED BY 06VT,'EP. (PP) v'-' ( _ 25_ '-0" - - -- LEADER TO BE TAKEN TOMM ROME (ITP) WEST ELEVATION SCALE FAR`- I' -o° WEST ELEVATION SCALE:{4"= I'.D" BUILDBIG HT I2'-7" FROI IT ROOF Al FRONT ROOF I b'-°" ± ILI �IIIJ IJULUIJLIVLj'�---r^-T J L II .0 J III I- �I us la 15 Pc_LFE°cora_ 5TE,l ueu _ cs u TYPICAL ROOF1�u1 ill ll�➢' ', 1IIIIII�I�IIIIIII REVISI0115 I L ��U� M {{ � yI� t' W u�wil`� 'J'LJWLIlI Jlfi Ii;i� a lln ILUJUI u' �IJ1JI I'l LILJ Il L� u ,I J u u t J IJI 4 ILL IJ�'ll NSTALL i ASPHALT J li v, L ST?IP SHIIIGLE ROOF �, LI II J_ WILL -,- _ u LI41I�� U' III Illlll B u ILL, �41I IL 111 IIID �u J ITTII �I �III IIIu�ILL I I IIIILTIIII In m P-P-IGIIIYa comuccr roil Ou HN PLIH is IL canFaPe m n a i i cou 0.CUM1fIiS Bf °P C\IM@IGI Lr lnS, - Pll Ill II Ulu J LJ FP°PS MAI IOIIS OR IYQHP J":uH.l9[L:IL rLVNfft.°gWLL l- III ILL LII n� I n � - '� L'�J iM1IMEGIPIFLY PF Rf=JP1F'i°rHf PP2HRtQ �J LJ N ++����� u H p STUCCO, uT1N�l L'II I 5MOOTONE �-!l I�I'�'R I� n I I n li RUILTHPG PROPOSED BUILDING RELOCATION for - — - - — -- CODS `EARTH TONE COLO?TO EE; I -- II_u�I� 15EACTED BY OWNER_ 7. J LI `!11 -Il l�_ II L�JJ - � WII II'li� �ILy I IIJ II BE RSAULTRESIDEIICE �. IIAVYSTPEi O.E lT. !Y 11457 - � -- _ Gil 1 - -r-i .ilU � 'J 'u a �' � �� II u I u �� Il , GPOUIID F(GOP, O-0 f -- - - � 41J u'_o- U - ll7L JLLL °^v.nrla rinE u (ECFV TIOI! L.0) (ELEVATION 50'1 - na;s PERvlous APRON SIMILAR OR EQUAL TO °Are Ni ITBa6Mil uo GP.A55PAVEZ BY INVISIBLE 5TRUCUP.ES,INC o LJ LJ C'A',4N C5 IF r \— NORTH ELEVATION SCAALE. Ll4"= ki SOUTH ELEVATION SCALE: 114"- IllSOUTH ELEVATION SCALE s{B"= r.0 ef01f1`° G='.G P_ fnern TO