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Home My WebLink About06100102 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 issued: V Yes No. Hyes, PERMIT#: 0 (PI DOlO d- NAMEt.3EAZf,( HOMES .:31j ?'/39s/V vc2o:2RESsA/ ;v/E.e/ DI/lJ JrE~: ~/:ij);9L.s BUILDER'S EMAIL ADDRESS: +- (Y1e.J-r I -tf- @ heq l.e r. Com LOCATION LOT #: '" SUBDIVISION NAME: w./ SECTION: &PROJECT /07'1 jJ-tE VILLAGE /Ii E51CLfI,/ INFO: ADDRES?:JOl7(;,uro,/=O R..S YTH 5nz..KT NEW SQUARE FOOTAGE OR I NEW ESTIMATED COST AREA AFFECTED BY REYI5ION: OF CONSTRUCTION: I ~'5'5 DO FPJI7 ?Ii- '761( BUILDER of RECORD: /~ ZIP- t.j 0;;' (,0 BEST METHOD OF CONTACT: (,00/ I I NEW FOUNDATION TYPE: "S/ SLAB 0 CRAWL SPACE o POST & BEAM 0 BASiMENT (Walkout _ Y _ N ) IF PLANS FOR REVISION I AMENOMENT ARE PART OF THE MASTER PERMIT PROGRAM; NAME OF MODEL AND REFERENCE # lID OF PLAN SPECIFICATIONS FOR THIS WORK: DESCRIPTION OF REVISION: M OyE ~ i-lOuSE FOI<WflfCO GAl {OT r -....----_~___.__.,.__. ..--~\. rr ~ r~-:J n 'i\ f," fro' . l II' ll= ~ L'= U \'j ~; I i I -11: ii~< I if! " Ii i JI-\11 I / ?nm NEW DESIGNATION OF AREA OF WORK SOUARE FOOTAGE: BASEMENT 1st Floor 2nd Floor 3'" Floor Front - Rear Porch Total Sq. Ft. TOTAL (Finished and I Porch or . of Garages Unfinished) 1-.-----... -- _..~ --.- ..- .-----._! Sunroom / {)q L/ f1J, /00 /00 0l'53{." Signature of Owner or Authorized Agent Print Date OFFICEUSEONlY:************************************************************************ Rough In Meter Base Final Site N"6 Aa'c:l:+i '''''' ~ \.V>"> f'e.c...{.~ 0",- PLAN AMENDMENT/REVISION FEE: ADDmONAL SQUARE FOOTAGE: NEW INSPECTIONS REQUIRED: (If additional inspections other than what already remain on th NEW INSPECTIONS REQUIRED: Upper Footing Lower Footing Under Slah C 1-1:l.d>7 Reviewed/ A roved: Dept. of Community Services (Date) S:Pemits/Forms/Plan Amend Residential TOTA~ ;J] 1: 0 At) Jf\ - Fee R ed '-.../ v ~7t\ O~ l~3)07 ~ Date/ Tbtl Schntlidtl1" Corporation 8901 Otis Avenue H1st.orio fort HarriJon lnd1an4polLo, indiana 4621e-l037 317-e26-71oo 317-826-7200 rAX EDglneWi llurre1lni Lancbca.pe Architecture GIll'US Geology This Plot Plan Prepared For: Beozer Homes Lot # 1079, Block 'K' The Village of Westcloy Section # 6001 INSTR, # 200500080672 PC 3, SUDE 790 Hamilton County, Cloy Township Sec 29, T18N, R03E 12761 FORSYTH STREET (50' R/W) Carmel, IN 46032 Prepared Dote: 10-02-06: By: MBK Plot Plan Legend !]QQ]] Proposed Grades 000.0 E,lstlng Grades ___ 000.0- Contour Grade * Appro,. Lateral Location _ . _ Sanitary Sewer Unes -lIf- Storm Sewer Unes - 'W - Water Service lines - - - - - - - Sub-Surface Drain Lines . Manhole (Sanitary or Storm) . Beehive Inlet (Storm) l1li Curb Inlet (Storm) D End Section (Storm) .... Fire Hydrant - G . . _ . . . - Flow Line of swale - - Building Line (BL / BSL) - - - - - - - Easement Line Community Restrictions: Side Yard 0 5' MIN (ONE ~DE) Rear Yard = N/A Aggregate = 20% LOT 'MDlH, MIN. 5' ONE ~DE Zoning. SI Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC= 90B.62 Downstream Manhole, TC= 9DB.55 Per Record Note: The contractor Is to maintain 0 minimum distance of ten feet (10') between the sanitary sewer and water line laterals. Finished Floor Elevotion Information Pod Grode = 910.3 per plan Edge of Pavement (E.O.P.) = 910.7 ( hlghpolnt ) E.O.P. + 0.2' = Garage FFE ( 910.9) Garage FFE + 0.67' = Residential FFE (911.6 ) Driveway ~ope = 2.1% Ground Cover Calculations: Drive = 15B SFi: Public Walk = 120 SF i: Privote Walk = 61 SFi: Rear Yard = 259 SFi: Sod = 40 SYi: Sod Front and Side, Not Including Bock and 3' Flower Bed, Note: Bunder to ensure positive drainage away from structure(s). ~ :::a ITl ~~ ~.uu ~~o~_ 0 0 ("') -< 1lI::;I> 0 Co q ,." Zoo '" 0 .OD'~ 51.00' 20.00' ,00';;; 0 -!. flj;;J ~:S5 G"J Co !'O N :>- '" 0 ~ s:::: ~~-l N ~ :;0 ,lJ~O:OO' <:> R> 0_ .... -0 :>- 0 0 -!. G"J fT13:: lII::::O ,." Z V) 0S;- q :;0 ~ -< 1lIz~ (') -0 <D ::c 20.00' 0 g; <D :;0 41.00' -0 20,00' ::::O""T1c:s;;r 0 G"J rr1::::O Z("') 0 :;0 N :>- ~S::::::::j-l-l (') e :;0 oR" O'=tt:: ~, ::c C!J3: 1II~ ~ -I '" 10.5' I PER PLAN: I I I ;;: (907.59) TC=907,59 PER PLAN I ~ I 'I I I 0 I :;::0 I I If) \ROll CURB -< --I ::r::: If) --I :;::0 III III --I RE\I~ON 12 RE\lSED HOUSE TO MATCH NEW PlANS ",06.0065827 12-12-06 AMA RE\I~ON 11 MO\Ul FORWARD PER CUENTS REQUEST "'06.0065344 12-11-06 AMA ~. ~ b . ~,t T'l"PICAL SWALE SECTION This drawing is not intended to be represented as a retrocement or original boundary survey, 0 route survey, or 0 Surveyor Location Report. Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced flood insurance rate map. ALL of the within described land DOES NOT lie within that special flood hazard zone AE as said land plots by scale on flood insurance rate map #18057C 0205 F for the City of Carmel, Indiana dated February 19, 2003. Note: This drawing is based on construction plans or record drawings, and is not based upon 0 field survey. The Schneider Corporation does not warrant the accuracy or sufficiency of this information. Contractors should verify existing conditions prior to any construction, Any discrepancy found on this drawing should be reported to The Schneider Corporation immediately, failing to do so results in the contractors assumption of 011 liability. Note: Per Carmel zoning ordinance 26.1.1 : The residential district limits height to twenty-five feet (25'), however 0 dwelling may b. increased in height to thirty-five feet (35') pro~ded the side and rear yards ore increased an additional one foot (1') for each one foot (1') the ,tructure exceeds the first twenty-five feet (25') in height. LOT # 1079 VB # 06.0062238 ~ ~ =~= ~ Assumed North o 10 20 L_ J" -1 SCALE 1. = 20' STR.' 141 TC=90B.62 PER RECORD DRA\\1NG STR.' 140 TC=90B.55 PER RECORD DRA\\1NG FLOOD HAZARD STATEMENT CERTIFICATION ,\\\\\\\\\1111111111/111//1. ",,,,\~ Co L ,,///00;, # ~ '\~....",~....,~4'V'~ ~~~~""G\STE'I?;:'" ......A~ ~~.......,....~~ No ..6..../"'A~ ~~.~ .~~ I ( S0303 ) i % \. STATE OF ./ iff '\ ~'....!.tvDI A~~.....~t '0: '4t; """""".{,\,,~ ~II!. SUR~ "'~\\# /////111/1111111\1\\\\\\\" I 0'-lfrl ,., :hneider The Schneider Corporetion 8901 Otis Avenue H1storlc Fort Herrison Indienepolls, Indian. 46216-1037 317-826-7100 317-626-7200 FAX 'lot Plan Prepared For: Beazer Homes 1078 - 1081 Block "K" (40,389 SF) illage of Westclay n # 6001 # 200500080672 SLlOE 790 on County, Clay Township " T18N, R03E 1H STREET (50' R/W) ,IN 46032 red Date: 10-02-06: By. MBK Jnity Restrictions: ord = 5' Minimum on one side 'ard = None late = 20% of lot width at building line. = PUD I ~oor Elevation Information ,de = 910.3 per plan f Pavement (E.O.P.) = 910.7 ( Hlghpolnt ) t 0.2' = Garage FFE ( 910.9) FFE + 0.67' = Residential FFE ( 911.6 ) y Slope = 2.1'; ) COvt:R CALCULATION: X4=632SF : WALKS X 4 = 244 SF WALK = 595 SF 1,914 SF 270 SY lONT AND SIDES, NOT INCLUDING NO 3' FLOWER BED.) ionltory Sewer Costing Information 1m Manhole, TC= 908.62 'eam Manhole, TC= 908.55 :ard Drawing '0 o .,f co "' /l III " " " 5' ,76 - 12755 FOR5Yll1 smEET ~06.0062233 '79 - 12761 FORSYllI SmEET 806.0062236 80 - 12767 FORSYllI SmEET 806.0062239 81 - 12773 FORSYllI SmEET B06.0062240 HANDICAP RA~P Engineering Surveying Landscape Architecture GIS' US Geology Note: This drawing 15 based on constructIon plans or record drowin~ is not based upon 0 field survey. The Schneider Corporation ( not warrant the accuracy or sufficiency of this information. Contractors should verify existing conditions prior to any construction. Any discrepancy found on this drawing should b, reported to The Schneider Corporotlon immediately. foiling to results in the controctars ossumptlon of 011 liability. Plot Plan Legend [QQQ]] Proposed Grades 000.0 E,isting Grades __ 000.0- Contour Grode * Appro,. Lateral Location - . - Sanitary Sewer Lines -Ill' - Storm Sewer Lines - " - Water Service Lines - - - - - - - Sub-Surface Drain Lines o Manhole (Sanitary or Storm) . Beehive Inlet (Storm) IIIIl Curb Inlet (Storm) D End Section (Storm) A Fire Hydrant - 0 0 0 - Q 0 0 - Flow Line of swole Building Line (BL / BSL) - - - - - - - Easement Line O.toll of Groundl Stan Water flow pattern for individual lot.. ~ D 0:.Ji::!:l 0:. / D ~ " ~ Assumed North ~O SCALE 1" = 30' Nole: Builder to ensure p< drainage away from struct Note: The contractor Is to maintain a minimum dl.tanc. of ten fset (10') betwsen th. sonltary sewer and water line laterals. sm.114! TC=90B.52 PER REGORO ORA\\1NG 10.5' t'tM t'LAN I ~ '" ~ 29.0' --,-, I B-B I 10.5' 0 PER PLAN I :;0 I I U') I -< I ---l :r: U') ---l :;0 r'l r'l ---l ~I~~~ '" ~~ ~ ~ !t !l! .:!l- ~ 8. i<l f;l >.~~ 20.00' 17. 45.0' !;l 17.63' ~ ~ ~a ~ III c~ _ &1. ~ ~ ""~~ ~ 8. 41. fB~~~~ !l!'" .:!l- f;l ~ '1~~ 51.00' ~ ~ ~ ~ ~~~"~~ !l!"'<i - ~~ ~ w ~ Fl '0 ~ & ~ 20.00' i:l 20.00 0 !t ~ ~ III ~ 20.00' 40.0' 12 HOUSE TO EW PLANS 5 ~A (907.59) T<:-907.59 ALCOTT STREET PER PLAN ; ~~~;'jl~ "'''' . - "'~> - ~-< . 0 OJ #1 ORWAAO NIS REQUEST S A~A HAZARD STATEMENT CERllFICA llON ,\\\\\\\II1I1II1II/II/Ii///, ~~S L. &J~ ~ .....s...T..',;.'....,.,..h~'%, ~....G\ "''''~'''''''''A?: .....'<'~ No o....;c~ . . '\ ~ 50303 . = . STATE OF .... !g .... ....;j!f (....(tvOI .....':.... ~~ '1tJ ............\'':# ~//, SUR~ ,'*'''$ ///11/1/1/1/1/11111\\\\\\\\ C- l fi1 41.00' 17.63' 29.0' !;l 40.0' B-B 17.83' ~~~a~ III 20.00' 0 !!; Fl ri! ijll!;>- "": ~ n ROLL CURB sm.ll40 TC=90B.55 PER RECORD ORA\\1NG ~ TYPICAl. SWALE SECTION azard Statement: The accuracy of any flood hazard data shown on this report is o map scale uncertainty and to any other uncertainty in location or elevation on the ed flood insurance rate map. ALL of the within described land DOES NOT lie within ::ial flood hazard zone AE as said land piots by scale on flood insurance rate map ~ 0205 F for the City of Carmel, Indiana dated February 19, 2003. Note: Per Carmei zoning ordinance 26.1.1 : The residential district limits height to twenty-five feet (25'), however 0 dwelling may be Increaeed in height to thlrty-flve feet (35') provided the eld. and rear yard. ore Increased on additional one foot (1') for eoch one foot (1') the structure exceeds the first twenty-five feet (25') In height.