The URL can be used to link to this page

Home My WebLink About07060127 Receipts/Permits Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: COPY # llf2- Sec:29 Twp:18 Rng:03 Sub:STP Blk:1 Lot:21 PARCEL ID ........: ZSTP21 DATE ISSUED.......: 06/26/2007 RECEIPT #.........: 25527 REFERENCE ID # ...: 07060127 SITE ADDRESS ...... 3486 WINDY KNOLL LN SUBDIVISION ......: STANFORD PARK CITY .............: WESTFIELD IMPACT AREA ......: OWNER............: RYLAND HOMES ADDRESS..........: 9025 N. RIVER RD. CITY/STATE/ZIP...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: CONTRACTOR....... : COMPANy.... ... ...: ADDRESS....... ...: CITY/STATE/ZIP ...: TELEPHONE........ . RH OF INDIANA LIC # RYLAHOM RYLAND HOMES 9025 N RIVER RD #100 INDIANAPOLIS, IN 46240 (317) 846-4200 I FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW t3AL ---------- ------------- ---------- ---------- ---------- ---------- ---------- IRESELEMTR FLAT RATE 1. 00 57.50 0.00 57.50 0.00 IRESFINAL FLAT RATE 1. 00 57.50 0.00 57.50 '0.00 IRESFTSLB FLAT RATE 1. 00 57.50 0.00 57.50 ,0.00 IRESROUGH FLAT RATE 1. 00 57.50 0.00 57.50 0.00 PRIF FLAT RATE 1. 00 1261.00 0.00 1261.00 ,0.00 RESC/O FLAT RATE 1. 00 55.50 0.00 55.50 0.00 RESSINGLE SQUARE FEET 3,352.00 739.20 0.00 739.20 0.00 ---------- ---------- ---------- ---------- TOTAL PERMIT : 2285.70 0.00 2285.70 0.00 METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 2285.70 13315 2285.70 \ J CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCA nON PERMIT APPUCA TION For: RC$idcntial New Stnlcwrcs, Additions, Remodels, & ACCCSSOfY Buildings Permit #: 07060127 Date: 06/26/2007 PARCEL 10 #: ZSTP21 LOT & SUBDIVISION: 21 STANFORD PARK ADDRESS OF CONSTRUCTION: 3486 WINDY KNOLL LN Township?: 18 Zoning: R2 PROPERTY OWNER INFORMATION: Name: RYLAND HOMES Ph. #: 3178462962 Fax #: Street Address: 9025 N. RIVER RD. INDIANAPOLIS. IN 46240 WESTFIELD. IN 46074 Flood Zone: N Lot Split: N CONTRACTOR INFORMATION: Name: RYLAND HOMES Ph. #: (317) 846-4200 Fax #: Street Address: 9025 N RIVER RD #100 Plumber's Name: EARL GRAY (& SONS) Codes for Project: IRC (317) 846-4224 Emaii: MENGLAND@RYLAND.COM INDIANAPOLIS, IN 46240 PERMIT TYPE: RESSINGLE Water Service by: CARMEL Sewer Service by: CTRWD Foundation Type: SLAB Manufactured Trusses: Y Porch: Y RESIDENTIAL SINGLE FAMILY DWEL County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $185000 Sump Pump: Y Deck: Square Footage: 3352 Model Home: Early Release ILP: N Special Notes/Conditions: LOT 21 STAN FORO PARK, SINGLE FAMILY HOME . NO NOTES' This permit is valid only if construction commences within one (1) year of the date of issuance of the State Commercial Design Release. All construction must be completed (C/O issued) within two (2) years of the issuance date. I, the undersigned, agree that any construction, reconstruction, enlargement, relocation, or alteration of a structure, or any change in the use of land or structures requested by this application will comply with, and conform la, all applicable laws of the State of Indiana, and the "Zoning Ordinance of Cannel Indiana - 1993~ (Z-289) and amendments, adopted under authority of r.c. 36-7 et seq, Gener<ll Assembly of the State of Indiana, and all Acts amendatory thereto. I further certify that only kitchen, b<lth, <lnd floor drains <Ire connected to lhe sanitary sewer. I further certify that the construction will not be used or occupied until a Certificate oi Occl1p:mcy has been issued by the Department of Community Services, Carmel, Indiana. APPLICANT NAME: R.L. FEES: RES ELECTRICAUMETERB. RES FINAL 57.50 RES FOOTING & UNDRSLB RES ROUGH-IN PARK & REC. IMPACT FEE RESIDENTIAL C/O SINGLE FAMiLY DWELLING GROCE 57.50 57.50 57.50 1261.00 55.50 739.20 Item 1 of CITY OF CARMEL PERMIT RECEIPT 1 Sec:29 Twp:18 Rng:03 Sub:STP Blk:1 Lot:21 PARCEL ID .... ....: ZSTP21 DATE ISSUED.......: 06/15/2007 RECEIPT #.........: 25454 REFERENCE ID # .... 07060126 SITE ADDRESS ...... 3486 WINDY KNOLL LN SUBDIVISION ......: STANFORD PARK CITY .............: WESTFIELD IMPACT AREA ......: OWNER ............: RYLAND HOMES ADDRESS..........: 9025 N. RIVER RD. CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM....: CONTRACTOR....... : COMPANY ..........: ADDRESS ..........: CITY/STATE/ZIP ...: TELEPHONE ......... RYLAND HOMES LIC # XA-1SUP A-1 SUPERIOR EXCAVATING 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 (317) 898-0767 g6~~~OR: llu~ I FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL USFWATCONN FLAT RATE TOTAL PERMIT : METHOD OF PAYMENT 1. 00 1310.00 0.00 AMOUNT 1310.00 NUMBER 0.00 CHECK TOTAL RECEIPT : 1310.00 13250 1310.00 1310.00 0.00 1310.00 0.00 , \ CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07060126 Date: 06/15/2007 PARCEL ID #: ZSTP21 LOT & SUBDIVISION: 21 STANFORD PARK ADDRESS OF CONSTRUCTION: 3486 WINDY KNOLL LN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 13250 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax #: Street Address: 3143 ROSEWAY DR Bond Expiration: Email: INDIANAPOLIS, IN 46226 PERMIT TYPE: USEWRWATR ; SEWER/WATER PERMIT Special Notes/Conditions: LOT 21 STANFORD PARK, WATER PERMIT . NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, meeting : ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials arc hereby permitted in writing. The sewer I shall be installed in accordance with ASTM 2321 for pve pipe and the Uniform Plumbing Code for the State of Indiana. All installations shat,1 be in strict compliance with pertinent City of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Section 9-122(a), and sections P3008.1 and .2 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall be "ODen trench" insoected and aDoroved by the Carmel Sewer DeDartmcnt before anv backfilling is done. Non- compliance may result in digging up the sewer installation and/or denial of future sewer pennits and/or denial ofwatcr connections. No footing or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer. Sewer insoections should be requested at (3 17) 571-2648 one to four hours in advance. I No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. 1\11 plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OfFICE. If any street mllst he CIlt. a ..;;eoarate street cut ncrmit shall he nhtaincn. APPLICANT NAME: RL GROCE PAYMENT RECEIVED BY:,?~ ~ FEES: .. $1,310.00 SF Residential '159392007 Regional Waste District I SANITARY SEWER PERMIT INDIVIDUAL lOT I ExiSTING B~llbINGS PermitType Final .Lift Station 23 126th Street Station Treatment Plant MIX Subdivision Stanford Park 'Section Number 1 Builder Ryland 1:I0mes Parcel Acreage Employees Square Footage Invoice Number lot Number 21 Address Number 3486 Street Windy Knoll Ln City Westfield Zip Code 46074 County Hamilton Plan Review and Inspection AI1I"lication Fee EDU Fee Interceptor Fee Fees Due $100,00 $1,650,00 $1,750.00 I PLEASE NOTE: Installation:of building sewer shall be per (he specifications of the Clay Township Regional VYast~ District (see reverse) and.'any conditions noted below. All instal.lations shall be inspected by District personnel during "open trench" phase and before backfilling wi\h stone to twelve inches above the pipe. NQ footing or foundation diains, or other sources of ground or stormwater, shall be permitted to enter the District's sanitary sewer system. The District will assume no liability for drains which,are below the.grade.level of the nearest downstream manhole norlor late(als' which are extended beneath driveways or sidewalks, The permit holder (property owner, developer or builder) will be responsible for damages to the District's sewer system. This:includes damages to manholes, castings, manhole lids and the like; .caused by constructibn activity on the building site which is the subject of this permit : Inspections by the District are MANDATORY and shall be arranged by contacting the Distiict's office at 844-920Qi 24' hours,in advance. All new construction will be placed on billing six months after conneCtion has been made or :when water is connected, whichever comes first : Up SFP1-715 SFP1-116 ~Down The building has a' Grease Trap No Slab Foundation No Lid Elevation 916.52Jt 911.73 ft Grit Interceptor No Crawl Space No First Floor Elevation 919.90 ft 919,90 ft Grinder Station' No Basement. Yes Basement Elevation 910.90 'ft 910.90 ft Calcu/ati?n is'basad,on both Mantmle Lid Elevations and tI,e elevation of the First Floor [ -.-3.38:-"--"-;i1'7'j Per Ordinance 9' 13-99 and the elevations provided, the substructure shall be plumbed by: xPlumbed With Grmder Pump , . . . Installed I The District reserves the right to-inspect all.sump pump connections-to ensure no illegal connections have. been m~de. ;!Cf", ,f(' tk_ , Manho!es s,hall remain accessible at all times~ Buried manholes will be ,correded 'by the Developer/Owner, Conditional Permit Terms: Plans Submitted No No Connection No Certificate of Insurance No Inspection Notice No Fees Paid No Plan Review No Other 'Permits No No Occl,Ipancy No Fats, Oils & Grease No Manho\e Core Two;sets of plans showing'at least one sanitary manhole and top of castingelevatiof1 NO CONNECT10N,tothe sewer until further notification. Certificate of Insurance musi be on:filewith CTRWD listed as certificate holder. 48 hours notice.before work:starts on manhole core drillin9 or cuts of active lines All District fees will be. paid irLfulL No occupancy until further'notification Fats, Oils, and 'Grease FaCilities will.abide,by Qistrid sta I BYSignin9. below, I attest that I am familiar with the Dis~~iCt's;rcifications and agree.to accept responsibility for all work done under this permit. Builder I Owner Signature ,,~7~ Phone Number ! ,,'"''''' "::~' cP , ,A~l3r.eved-B Permit Date ,6/15/2007 Ca_n.dy J. Feltner, f}irectoiof Administration'& CtistomerService Permit is valid for ONE-YEAR'from,the date issued. Permit valid only with CTRWo seal in red ink. Revised 4/26/07 --. ?t'-l <r 6 '(... 1< fJ '-~ Schneider "-fly Note: This drawing is based on construction plans O! record drawings, and is not based upon 0 field survey. The Schneider Corporation does not warrant the accuracy or sufficiency of this informotion, Controctors should verify existing conditions prior to any construction. Any discreponcy found on this drowing should be reported to The Schneider Corporation immediately; failing to do so results in the controctors assumption of all liabiiity, Note: Per Catme 101'1\1"19 ormnance 26.1.1 : The residential district I1mits height to twenty-five feet (25'). however a dwelling may be increased in height to thirty-five feet (35') pro'rided the side and rea.. yards ore increased on additional one foot (1') for each' one foot (1') the structure exceeds the first i twent~five feet (25') in height. The Schneider Corporallon 8901 otiI A.venuo _rortllalrllon lndl."Y"H_, Jndiana 48216-1031 317-1126-7100 317-826-7200 rAX Th18 Plot Plan Prepared For: R.H. of indiana Lot # 21 . containing 6,371 SLt, in Stanford Park Section, 1 INSlR. , 200500009385 P.c. # 3. Slide , sn CERliACA 1E of CORRECllON INSlR. , 200500044195 Cay T "p. HamBton County Sec 29. TIaN. R3E 3486 Windy Knoll Lone Carmel. IN 46074 Prepared Date: 06/08/07: By. AMA Proposed Buyer(a): INVENTORY (70' RfW) Community Restrictions: Side Yard =3' min. Rear Yard = N!A Aggregate = 6 (B.H.) R.H. of Indiona Finished Floor Elevation Information Pod Grade = 917.7 per plan Pod Grode + 0,7' = Garoge FFE (918.4) ~Jf.~'1If,F1\.;;...1.5';"=1:.sidentiol Ff[ (919;9) ",,~'I!io'..nV' "'" -,. Basement FfE (910.9) Note : The goroge finished floor e1evotioo is 1.3' above the curb at the drive, per plan. /f51 / @ I .,8' FLOOO HAZARD STATEMENT CERTlFICA TlON IIJ&Inoorin& SuneJInI Londocape Arddleolure GIlI.us GeoIllIJ Plot Plan Legend ~ Proposed Grodes 000,0 Existing Grades _ 000,0- Contour Grade * Approx. Loteral Location - . - Sanitary Sewer Unes -... - Storm Sewer Unes - IJ - Water Service lines - - - - - - - Sub-Surface Drain lines . Manhole (Sanitory or Storm) CD Beehive Inlet (Storm) II1II Curb Inlet (Storm) D End Section (Storm) A Fire H}<Irant _ .. .... - ...... - Flow Une of swale Building Une (BL / BSL) - - - - - - - Easement Une Lot # 21 Vb07.0075245 ~ ~ =~= I ~ Nole: Sanitary Sewer Top of Costing Informotion Upstreom Manhole, TC= 916,52 Downstream Manhole, TC= 917.73 per record drawing DeteD of Ground/ Stom1 Water flow pattern for individuollots, Assumed North, Scale: I" = 30: Sidewalk to be placed 7' from property line, 5' from bock of curb, per plan. Ground Cover Calculations Drive = 614 SH Public Wolk =219 SF! Private Wolk = 91 SF! H}<Iroseeding =n/o SF! Sod = 478 SYi, from entire yard Note: BundertOeflSUre~~ positive drainage away b .1 I aet from structure(s). Of> ;... ,'\ i T'r'PICAL SWALE SECTION t. I No e. I The contractor is to maintain Q minimum distance of ten feel (10') between the sanitry sewer and water line laterals. i :JB ~!5 (0' k; ~/ ~ Note: "- SUmp pump(s) to be placed by builder as needed. ,1I1I\1I\\lIIIIII/I/I///J/1. ~,,\~ <:. L /0 ~II~ # ~~,""":"'..~;Ph~ ~~""G\STEIi'':'' o/'",*, ::::5 .~ N <.:'. ,....,.~ '::::::c--,. 0"<(- 0 0'.. A~ ~ ~/ . .....,....,~ ~ ' 50303 ) I Nol~ ~ % '. STATE OF ./ ~ The basement elevation. depicted hereon, has been determined and based on the ~ <' .... ..' <:'l. ~ pad grodes Olld/rx contours token from the construction plans fO( this subdivision. ~ 4,,/':'/VOI A~!:"" ~~~ Unless stated. no Information about fluctuating water tables, so~ conditions. or wU ~ rJ'() ..S....U..o.\i ('. ~ -# t}PeS has been provided or stated on said plans. this lot is located near a body ~4'111. l\ 'i \.. ~\~~ of water. lot or sol condlllons may require thot the basement floor elevation be 11111I/l/JHJl1\l\\\\\\\\\ held 2 foot above normal pool elevation. Site investigation may be needed if waler ~ is encountered during the excovotlon process or If other known water e1evotlon Of soRa conditions are present. Investigation and any remedial procedtJres is at the ~, l discretion of the bulder to determine and take appropriate steps of action. If on)' . \ ~ . ground water Is encountered during excovollon the buRder Is encouraged to contact The Schneider Corporation to discuss possible courses 01 action. This drawing is not in ended to be represented os 0 retracement or original boundary survey, a route survey. or 0 Surveyor Location Report. Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject 10 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 A as said land plots by scale on flood insurance rate map # 18057 0205F for City of Carmel. Indiana (maps dated February 19, 2003). '-.~ 'II'!' ,. '"1-0""" '0 { ,j-~A" l.q H,; . 'Ju ~GNA lURE : DATE: ~GNA lURE REPRESENTS CON~RUA nOH Of RECEJPT Of PLOT PlAN BY CUSTOIoIER.