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HomeMy WebLinkAbout07020059 Revision Info REVISION / PLAN AMENDMENT For New Single Family or "Other" Residential type permit projects City of Carmel,. Department of Community Services Permit has been issned: Yes No, If yes, PERMIT #: (]70 ~ocJS-9 BUILDER of RECORD: NAME: () tv" -/(o-1.-L{S <! L C Pyi: 7 9C: t: . dcJ.) 5 u> J1/\,€ / FPX: I S-8-cJ '9~7, STRr6'DD~y 378.J- -5TATE: .J.{/U BEST METHOD OF CONTASJ:: / (~II 9<00 I//J/ h~ ~ON: %68',;{ LOCATION & PROJECT INFO: BUILDER'S EMAl,l; ADDRESS: f' ~ ! I . US -hI" t>'\,d+l<J (f) C<.O ,C 0""" LOHj j- SUBDIVr?Z~r;v lJ; /Ie, h.5,o /\ S ADDRESS OF CONSTRUCTIOrv /I d 3) 3 !:.- ~Je IJ S. ',/0;2-1 IF PLANS FOR REVISION/ AMENDMENT AR PLAN SPECIFICATIONS FOR THIS WORK: ~ NEW FOUNDATION TYPE: D SLAB 0 CRAWL SPACE o POST & BEAM 0 BASEMENT (Walkout _ Y _ N ) NEW SQUARE FOOTAGE OR AREA AFFECTED BY REVISION: DESCRIPTION OF REVISION: ~-, ART OF THE MASTER PERMIT PROG~ ~~'S?!lfmR~~_'>>~~ctfB~F Su bJsct-tO:i~pJi,j'nde ~V/illr~;}~?;\gulations _'~' -='~l /!';--- .\ _1-.--. U ~,-- , \ \ \ ,\ \ \ I :J - ~ \~ - I.'-"~.~ rCtI ,1.'/ \_U'....UI \:,or, U . t/t^ n -""h,crd'--~r~e-r. '\11~f,I! Ij ". d\\ ~~~~F~ ~~'~~:I~~5TI~\A\N~~IP \\\ ~\ ------- ~ NEW DESIGNATION OF AREA OF WORK SOUARE FOOTAGE: ----------- BASEMENT 1" Floor 2". Floor 3'" Floor Front Rear Porch Total Sq. Ft. TOTAL (Finished and Porch or of Garages Unfinished) Sunroom '1o'D' c; 76 1~/g J.!u .J-YG .5 Cj s-e For Single Family and Two Family dwellings, additions, remodels, and/or accessory structures, this permit is valid only if construction cominen,ces within 180 days of the date of issuance of the building permit, and must be completed (Certificate of Occupancy issued) within 18 months~of the issuance date, Class I structure permits are subject to the General Administrative Rules of the State ofIndiana (See 675 lAC 12) regarding eXpiration time frames for beginning and completing construction. I L the undersiQned, agree that any construction, reconstruction, enlargement, relocation, or alteration of a strucnue, or any change in the use of land or structures requested by this application Will comply with, and conform to, all applicable laws of the State of Indiana, and the "Zoning Ordinance of Carmel Indiana - 1993" (Z~289) and amendments, adopted under authority of r.c. 36~7 et seq. General Assembly of the State of Indiana, and all Acts amendatory thereto. I also certify that only kitchen, bath, and floor drains are connected [0 the sanitary sewer. I further certify, under the penalties of Perjury (Indiana Code 35~44~ 2~1) that all of the information I have provided in this Application and other documentation is true and accurate to the best of my knowledge and belief, and that I have not knowingly or intentionally provided or omitted any information that would tend to hide, obscure, or otherwise mislead the Dept. of Community Services regarding the truth of the matters addressed. I also agree that the construction will not be used oroce pedu a Certmateo! 'PanCYhasbeenisSUedbY~h;nt00m;:tZ~s,Carmel'Indiana r;io~ 7 Print Date OFFICE USE ONLY: ************************************************************************ Rough In Meter Base Final Site PLAN AMENDMENT/REVISION FEE: ADDITIONAL SQUARE FOOTAGE: NEW INSPECTIONS REQUIRED: (If additional Inspections other than what already remaIn on the existing permit are.required.) TOTAL: Ii / Jcr'. S-O 0/1<;/07 . Date /3f'- ~o I NEW INSPECTIONS REQUIRED: Upper Footing Lower Footing Under Slab ~. ~-tf--07 Revie IApproved: Dept. of Community Services (Date) S:Permit5/Form5/Plan Amend Residential -:f>cwm ~ Fee Received by: . Item 1 of FEE ID IRESELEMTR IRESFINAL IRESFTSLB IRESFTSLB+ IRESROUGH PRIF RESC/O RESPLAMEND RESSINGLE TOTAL PERMIT : 3 CITY OF CARMEL PERMIT RECEIPT OPERATOR: COPY # llux ~ Sec:30 Twp:18 Rng:04 Sub:617 Blk: Lot:15 PARCEL ID ........: 1610300904007000 DATE ISSUED.... . . .: 05/15/2007 RECEIPT #...... ...: 25080 REFERENCE ID # .... 07020059 SITE ADDRESS ...... 235 THIRD AVE NE SUBDIVISION......: DAVID WILKINSON'S ADDITION CITY .............: CARMEL IMPACT AREA ......: OTO OWNER ............: ROBERT C MILLER ADDRESS ..........: 6632 BRAEMER AVE CITY/STATE/ZIP ...: NOBLESVILLE, IN 46062 RECEIVED FROM ....: CONTRACTOR .......: COMPANy.......... : ADDRESS ..........: CITY/STATE/ZIP ...: TELEPHONE ......... UNIT QUANTITY FLAT RATE FLAT RATE FLAT RATE FLAT RATE FLAT RATE FLAT RATE FLAT RATE FLAT RATE SQUARE FEET 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 4,098.00 UPTOWN HOMES, LLC LIC # UPTOHOM UPTOWN HOMES, LLC 1840 E. 136TH ST. CARMEL, IN 46032 (317) 966-2023 AMOUNT PD-TO-DT THIS REC NEW BAL -~-------- ---------- ---------- ---------- 55.50 55.50 0.00 0.00 55.50 55.50 0.00 0.00 55.50 55.50 0.00 .0.00 55.50 55.50 0.00 0.00 55.50 55.50 0.00 '0.00 1261.00 1261.00 0.00 :0.00 53.50 53.50 0.00 .0.00 138.50 0.00 138.50 0.00 798.80 798.80 0.00 0.00 ---------- ---------- ---------- ---------- 2529.30 2390.80 138.50 '0.00 I I ! Li_i. 'i~RIA8:,,,.>,C =1: '';M;:':~';~i')1 -- j--' ,v '--:i~lll-,.I.i! {.! St()!f <;\CI~l;;-"'!l!=iTi::::lf'r:;!-iT -III=HI-o:.:,,_ I )--\-;ii=II~11I ~1I1=1I1=,""'m="'- -=!T~m:::Tfl'-', (',,,,,,, ".;"..n.y', 00' ''IN,:'; Plot Plan Lot J 5 in D.E. Wilkinson '5, 0 subdivision in Hamilton County, Indiana, os per pIa' thereof, recorded as Instrumenf No. 2007008792. Pial Cabinet 4. Slide 250. in the Office of the Recorder Df Ham;lton County, Indiana, ~ =:IZ II TYPICAL SWALE SECTION ("0$0'."; 847.9 54.00' lhrl'+ 1- T.C.#SNCIDI :20' S.l.& T.C.#SNCID2 ~lr~IIY '--'-- 848.0 849.0 ~ 850.0 ---I :lJ ." 1.-1(' W ~J' '" ~ CO ~ p, :, i'10 -..[' ~ RH/f~ASlt\Fl\,jT m :'[:11' Oil ~1' , C' f' '1' r-. U (l~ 11 , u or o eL, , 9;]' ~) ,I J[ 1 ' ./ Y-, i_'.S.L. 850.0/ [, __.1 LJ" J5' O.&\JT SCAL[ I";:: 10' 849.5 ~V ~. J 3RD This drawing ;s NOT ;nh;nd~d 10 be represented OS 0 relrocemenl or originol boundary st.;rvey. 0 "oute survey, OJ 0 Surveyor LOC:J\ion ReporL '.1. '" ~II~I 850.01 I I 850.0 /~ / / .1 "~ I I L85(j.0 co to CO ~ ,0 < 849.0 849.3 T.c. 848.50 T. G. =:;;850. 00 -r-- ==-j _== ~._C.=:;;_~~ - - . f= Every eflorl hos been made by this surveyor \0 maintain positive drainage away from the proposed structures Weihe Engineers or their employees sholl NOT be lesponsibl~ for ony changes made by the contractor ofter the ~ issuance of this plan. !t is the contractor's ~ IIllirncte responsibilily that NO sto(m wcter~..;iI"C _ _ _ run-of! .from ltlis site negatively irllpoct the DA\/II.~ /\.YOr:: ~-I~LG, L.S surround,nq real properloes The subject p'uperly DOES NOT lie with;" 0 Special rlood Ho(ord Zone A os plulled by sea,e on the Federal Emeryenc;y Management Agency. Notional Flood Insurance F'r09ram. Flood Insurance Rote MUfJ Cornmunily-Ponel Number lBOS7C0776F fer Hamilton Coullly. Indiana. doted rebruary 19. 2003. NOlL Utility laterols ore sha....-n bosed upon apprO'(Imotc proposed locolions ond moy vary from their actual locolion 01 time {)f construction. Existing elevations os shown herein were laken from those 'elevotions shown on the developmenl pions for Jusi.n Moffett. prepared by Weihe Engineers fne, doled January 26. 2007 No field veriricotion of said elevations was mode for Ihis piot (lIon. I!IIl WElliE ENGINEERS INC. IOSOS MJIaIICXlLUlOB AVIlNUB ........................... """."""- )17.....11 F.UtJ17.M1OM1 t1lU....._ AlLUfR. WllBlLP.B.ULal'lllllll:ENT cntLllNOINBBU u.JCD IUJ3BYOa l..ANDlIC.U'B oUlI:JIR1lICnI L0 2~,9:' cn 'n n c, GAR 26,.'1:::;' WAY , V CONe DR:V[ n / ," c; !B,]' AVE.Nf DATE.' 04-.30-2007 2.3~L ~(d AVE. N.E. LOT =:;; 8.008 S.F. ZONING, R- 2 5' MIN SIDE YARD '5' AGGREGA TE 20' MlN REAR YARD INSr. # 2007008792 MOOEL, CRAFrSMAN BASEMENT FOUNDA TlON/LH BRICK LEDGE, FULL WRAP Scale: 1" .30' I o 15 30 FINISHED FLOOR ELEVA TlON= 851.00 GARAGE FLOOR ELEVATlON= 850.33 BASEMENT FLOOR ELEVATION;;;; 841.3.3 PAD ELEVATION=:;; 850.00 PROPOSED StJ..NITARY UPSTREAM T.C. #SNC102. ELEV._ 848.75 DOWNSTREAM Le. #SNC101. ELEV.= 840.00 ASBUlL T STORM YARD INLET. ELEV.- 848.50 CURB INLET. ELEV.= 850.00 CURB INLET. ELEV.= 849.93 EROSION Hydroseed - 5.5/8:t Sq. Ft. @ @ iii i &Of -V- 1000.ciJ 000.0 B-B R/W B.S.L O.&UL SL&S.L. li'J #20200U53 RFVISF:[) flY IRI_ \\\\\llII111/1/j \\\ Itll ,,\\ . \) /\ 1/// ~' ,~\ - .......... YO ~ ..... "'- ......\ c:;T.--..... /p. ~ .::::- r~ ~ .'.of (,.1 - t/y(:'.. 1--;::" f ,,)/..<.!::,/ No. 0'.\ \ * : I "-?IY"(-'l'Jl)'" l: * \__,_,.L,; 0~)j __ \. SMTE OF./ _ % (;;.l..../lvDIf>,\'\t....;(j- ! ~////1111) "Sl'jR~C'\ ",v-" 1111 \\\\ /(11/111111\\\\\ DAn: 2 n-117 LEGEND: SANITARY MANHOLE STORM MANHOLE S fORM INLET FIPE HYDRANT SAN,r ARY SAmT ARY MAIN LA TERAL JrlB NO W07-U:r)q [)RAWN BY 01..1 CHECKr.lJ RY: l)f.Y STORM WATER SUB SURFAC~ DRAIN DRAINAGE FLOW PROPOSED GRADE [XISTlNG GRADE BACK OF CURB TO BACK OF CURB RIGHT OF WAY BUJLDING SET BACK LINE DRAINAGE AND UTILITY EASEMENT SANITARY EASEMENT AND SETBACK LINE 1\101E: DATE 04-JO-07 NOTE: CllAt\lGCO IIOuSE MODEL RF:V1S~[) !W: DATY.' XXX XX-XX-XXXX NOTF:' XXXXXX.\XX VERIFY SANITARY LATERAL LOCATION PRIOR TO DRIYEWA Y CONSTRUCTION. INSTALL SANITARY LATERAL PRIOR TO ,3' WALK CONSTRUCTION. "HOLEY MOLE'!" Q;Il Manday ~ F"rfdG)o-7 AM to II PM 1-600 1-600 362-5544 426-5200 wtth~ IIMIana 0uWde IftdIono Per Indiana Stole Lo..... IS-69-1991. it is against the L.o..... to excovot~ without notilyi"l9 the underground location service two (2) working days before commencing work Prep..red For' J. MOF'FETT 1:35 !:Ill> STl{"~:T N.W. Phone H317-~BO-95g6 , Erosion Control lEGEND -sr' "- SILT FTNC~ I' , , 'I ' , , ~ / I // A i--l o o , l/ I ~ SOD HYDROSEEDING CONSTRUCTION ENTRANCE CURB INLET PROTECTION YARD INLET PRone/JON :'\f' t \/,I + '-;1 _, + -L + + + + + + LOT 1 6 849.27 + + + + + t- I f- -'- +~ ~ + + , , cL-+ I ;C + + I. + + \1 + -+- I +> , + ' I ' , '/ //1 j~ , I! I I -'- -'-I /+ j ---'<F--- -- I SJ1---:r I-<;F-I------, ) \Q YARD INLH PROfECT/ON- If 3:~~ ~~:~~:.T PRoTEcnoN-~ - -~~ ;;2/~ c2- ~- IJWIIJ ^ Y(;-\K-'(l.(; I S--III #2020005,) DATL 04-30-2007 \\\1111111/111/1 \\\\ III ",,-,,\ , ',J [\ l- II/II !~;~.~~6~~":';.;'it?:;~')'::~.~1~/\ ~ / NCL \ ~ :: * \ LS2()2000~J J * - \. SIAII:. OF ./ ~ (:....../'VO!I\'\\I':.....~~~- " 'l/ '<;:/).:i' ...........;.../_1.~) ,v '//;1...) SLI'e\J'...-' ,.....:..' /1/11 ,), \\\\\ /1/111111\\\\\\\ ""1.1UI ~ 'I 1J1\JI I I" Cell ....y ~ Frfdtly-7 AM to tI PM 1-800 1-800 382-5544 428-5200 ww..~ 0ut.Id.1ndIana Per Indiano Slole Low 15-59-1991, it is l,lqoi"st the Luw to excavate without notify;ng the underground location service two (2) working days before cornrYlencillg work. J08,<0 RE:V:SEOPlY W07-0\09 Dl.L I!l] WElliE ENGINEERS INC. Sl'....... Jl'A][JI7.ao..oMe: 'lUI................ IJRAII/<AY ",C CII~CI(OO BY f).'\y IJATE- 2-;'3-07 IJATE: XX-XX XXXX ~Cd'_11 Scale: 1" ~ 30' I I I o 15 30 EROS/ON CONTROL SPEC/FICA nONS 1) This pion is desiYfled os on attempt to prevent any and all sediment from leaving the construction site by way af erasion. If erosion of sediment from the site is taking place, the owner shcll to'..:.e preventative action immediately. The engineer sholl be consulted in the event this happens. 2) Temporary seeding is to be applied to any graded oreo that will remain unaltered for on extended period of time. 3) Permanent seeding is to be applied immediately to areas that have achieved final and finished grade. 4) Preserve existing vegetation on the site whenever or.d wherever possible to preven t topsoil erosion. 5) All sediment capturing measures ore to be implemented prior to the disturbunce of the construction area they ore intended to service. 6) All erosion control measures proposed arc to be properly maintained to continue their effectiveness. 7) if grading occurs during December, Jan:.;ory, February, dormant seeding procedures sholl be used. 8) During dry weather, keep lawns watered with sprinklers or other approved methods. f~eseed any creas not germinatir!y Of damaged at intervals os may be required according to seasonal condition and/or construction activity. Water grass and execute necessary weeding until full stand of gross has been obtoined. 9) The implementation ond maintenance of the erosion control is the sole responsibility of the contractor and/or owner. 10) It sholl be the contractor's and/or owner's responsibility to minimize sedimenfation (trom on-site construction activities) from being deposited onto adjacent properties and receiving streams/ditches in strict compliance with "Rule 5" (32:/ lAC 15-5, construction activity stormwClter runoff control). It shall also be the contractor's or owner's responsibility to obtain any approvals required from the local authority and to submit a complete notice of intent letter to the Office of Waler Management, Indiana Deportment of Cnvironmental Management prior to any construction activity. DATE 04 _ JO-07 Prepared For "IT Cf!tl.NGEO HouSE MODEL ~t;V[St'1l~'n~T~ xxx KX-)()(-XXX)( loa N:IIIBOlJI.LBEAVBNUB ~-- .t1.U1fR.W!lBaP.IL,Ul-1'ItBmlIINT aYIL IINCJINItBRa UMD 8UIl.YIh'OU UIIIllICAJ'B AIIaIn'BCtII J, MOfFETT 1~5 8th STREET N.W. Phon"h'317-580-9596 , 6 z~s-'J<z8 pm@i5-(~~ ~~~R~P~ t'F~5i1~~"' l>rffi-<o~"i zOl-,z"~~ -(mrn(O' rG r~~- OJ(j)G m :I'l1-< ---I '" -"'l>;oOl l>(J\~(')zOJ-( rmC)"o-<r-y ilI()z~"-~ miii,,-fiI~S ",\J'::.t'~='~ Z~xo' 2", 2om~J!!::tCJ ~~~~Pi~~ \J<!';;j~j!H\~ ~~E<~~ill~ ~",'t'li():lI9 ffi;;;~~~o-. ~~ml>ffi~i" -<~;;U6~mr <l!~l>Z~\J<l! !f~"iillo~!f ~ffi'Z;il"~O: ~~~~pi~ (V 56rc~JU -~<:1iil;i; ~t~\J :!! 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Miller Residence ~ -t.ID - 0 , - Lot #016 3rd Ave. NE I 176W.LoganSt.PMB#145 ' ~~ ~ Carmel, IN 46032 Noblesville, IN 46060 Phon" (317) 557-3518 Fa" (317) 773-1939 www .mcginnisdesjgngrou~.c{)m l fjl (iiffi!~~(58 t;~~~ ~~ S2E-..R~IU~ li';=~~"i~'" l>rffi-<o~!i ~m"Z'",~" mG\m;!;t3lI ~~~~-{(J>-! ~ffiffi~~~~ ill"lte c::r miij,,_ffi~8 ",l:r"li'~='Z' z -I' (po:z. O-t:r::O' 20; c::GmJOrn:ICI ~~~~~~~ O~-<~jfm!f Olr=;!!-<It",~ -<m -f1i' ~a>lf7'''~ I~~"'O mmS;><;!'" " 8~~jffi2l> llz"7l!.'1oo, -{-t("-:t:m' ;!!nl>Sill>O", ",,,Z <'0", :t:-t--<~{y;tl:t:: ~ffi2]lf'jf<t Zr!,mZ'~1lI m~~~p(Pm ~ ~rt=~~ _~2ii1ill ~~li'~<J :::!! tJl G'\ -I <P" Zj>j>(} mj] ~ffi~~ 8~ <P m:r r z" D O~ Dr C tD-I(P f!!8 J:>.. li;~~ 8~ ~ ml>O} ~ ffiOJ -n "i 0 "" "" "" 0 -I -1illl.J1t..,) _... l> t:)f$-f>..-'" ~~ G'\ 1J11J)\S"~ ~\S" m 'H'H'H'Il 'Il'll OJ iI~~ :~II if~! z~i~ i~~j ~~~~ ~.~ .~ , I~ I~ lJ i! R. Miller Residence Lot #016 3rd Ave. NE Carmel, IN 46032 ~! ~~ ~F " . d ] ~ ~ McGinnis Design :Group ( 176 W. 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