The URL can be used to link to this page

Home My WebLink About07070082 Receipts/Permits Item 1 of CITY OF CARMEL 1 PERMIT RECEIPT OPERATOR: COPY # 11 ux r: Sec:29 Twp:18 Rng:03 Sub:ABB Blk: Lot:5 PARCEL ID ........: ZABB5 DATE ISSUED.......: 07/16/2007 RECEIPT #.........: 25764 REFERENCE ID # ...: 07070082 SITE ADDRESS ...... 3264 TANTARA BND SUBDIVISION ......: ABERDEEN BEND CITY .............: CARMEL IMPACT AREA ......: OWNER ............: SILVERTHORNE HOMES ADDRESS..........: 6666 E. 75TH ST., #400 CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46250 RECEIVED FROM....: SILVERTHORNE HOMES CONTRACTOR.......: ATTN: NATE WARD LIC # SILVHOM COMPANy..........: SILVERTHORNE HOMES ADDRESS.. ........: 6666 E 75TH ST #400 CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46250 TELEPHONE ......... (317) 806-2190 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL ---------- ------------- ---------- ---------- ---------- ---------- ---------- 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 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 6,095.00 1013.50 0.00 1013.50 0.00 ---------- ---------- ---------- ---------- TOTAL PERMIT : 2617.50 0.00 2617.50 0.00 METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 2617.50 0005043 2617.50 CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCA nON PERMIT APPLICA nON For: Residential Nc.v Structures, Additions, Remodel.'i, & Accessory Buildings Permit #: 07070082 Date: 07/16/2007 PARCEL ID #: ZABB5 LOT & SUBDIVISION: 5 ABERDEEN BEND ADDRESS OF CONSTRUCTION: 3264 TANTARA BND Township?: 18 Zoning: S11ESTATE PROPERTY OWNER INFORMATION: Name: SILVERTHORNE HOMES Ph. #: 3178421875 Fax #: Street Address: 6666 E. 75TH ST., #400 CARMEL, IN 46032 Flood Zone: N Lot Split: N 3178428268 INDIANAPOLIS, IN 46250 CONTRACTOR INFORMATION: Name: SILVERTHORNE HOMES Ph. #: (317) 806-2190 Fax #: (317) 806-2191 Email: NWARD@SILVERTHORNEHOMES.COM Street Address: 6666 E 75TH ST #400 INDIANAPOLIS, IN 46250 Plumber's Name: JTB CONTRACTORS, INC Codes for Project: IRC PERMIT TYPE: RESSINGLE Water Service by: CARMEL Sewer Service by: CTRWD Foundation Type: BSMT Manufactured Trusses: Y RESIDENTIAL SINGLE FAMILY DWEL Porch: Y Square Footage: 6095 Model Home: County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $225000 Sump Pump: Y Deck: Early Release ILP: N Special Notes/Conditions: LOT 5 ABERDEEN BEND, SINGLE FAMILY HOME . NO NOTES' This pemlit is valid only if construction conuncllccs 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. T, the undersigned, agree that any construction, reconstruction, enlargement, relocation, or alteration of a structure, or any change in the use of hmd 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 I,e. 36~7 et seq, General Assembly of the State of Indian<l, and all Acts amendatory thereto. I further certify th3t only kitchen, bath, and floor drains are connected to the sanitary sewer, I further certify that the construction will not be used or occupied until a Certificate o{Occllp.l.ncyh;ls been issued by the Department of Community Services, Carmel, Indiana. APPLICANT NAME: JOCELYN FEES: RES ELECTRICAL/METERB. RES FINAL 57.50 RES FOOTING & UNDRSLB 2ND REQ'D FOOT/UNDSLAB RES ROUGH-IN PARK & REC. IMPACT FEE RESIDENTIAL C/O SINGLE FAMILY DWELLING ZELLERS 57.50 57.50 57.50 57.50 1261.00 55.50 1013.50 Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: plux: COPY # 1 pP- Sec:29 Twp:18 Rng:03 Sub:ABB Blk: Lot:5 PARCEL ID ........: ZABB5 DATE ISSUED.......: RECEIPT #. . . . . . . . . : REFERENCE ID # ...: SITE ADDRESS. ..... SUBDIVISION ......: CITY .............: IMPACT AREA ......: OWNER ............: ADDRESS ..........: CITY/STATE/ZIP ...: RECEIVED FROM ....: CONTRACTOR.... ...: COMPANY.. '" .....: ADDRESS ..........: CITY/STATE/ZIP ...: TELEPHONE ......... 07/10/2007 25712 07070081 3264 TANTARA BND ABERDEEN BEND CARMEL SILVERTHORNE HOMES 6666 E. 75TH ST., #400 INDIANAPOLIS, IN 46250 SILVERTHORNE HOMES LIC # XWILWAT WILSON WATER & SEWER 3015 S CHASE ST INDIANAPOLIS, IN 46217 (317) 788-6247 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL ---------- ------~------ ---------- ---------- ---------- ---------- -~-------- USFWATCONN FLAT RATE 1. 00 1310.00 0.00 1310.00 0.00 UWATERTAP FLAT RATE 1. 00 86.00 0.00 86.00 0.00 ---------- ---------- ---------- ---------- TOTAL PERMIT : 1396.00 0.00 1396.00 0.00 METHOD OF PAYMENT CHECK CHECK TOTAL RECEIPT AMOUNT 1310.00 86.00 ------------ ------------ 1396.00 NUMBER 0005044 0005049 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07070081 Date: 07/10/2007 PARCEL 10 #: ZABB5 LOT & SUBDIVISION: 5 ABERDEEN BEND ADDRESS OF CONSTRUCTION: 3264 TANTARA BND CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: SILVERTHORNE HOMES CHECK #: 0005049 EXCAVATOR INFORMATION: Name: WILSON WATER & SEWER Ph. #: (317) 788-6247 Fax #: Email: Street Address: 3015 S CHASE ST INDIANAPOLIS, IN 46217 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERIWATER PERMIT Special Notes/Conditions: LOT 5 ABERDEEN BEND, WATER PERMIT . NO NOTES' The building & Sewer Shall be pvc se\'~!er pipe meeting ASTM specifications 3034 SOR 35 of latest revision; or vitrified clay pipe, meeting ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. The sewer shall be installed in accordance with ASTM 2321 for pve pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall 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 scv,rers shall be 6" diameter. All installations shall be "oDen trench" insnected and annroved bv the Carmel Sewer DeDartment before an\' backfilline is done. Non- compliance may result in digging up the sewer installation and/or denial of future sewer permits and/or denial of water connections. No footing or foundation drains or other sources of ground water or storm water shall be permitted to enler the public sewer. Se\,ver insoections should he requested at (317) 571.2648 one to four hours in advance. No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. All plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. Ifany street must he Cllt. II Sellilnltc streel elll ncrmil sh;}1I he ohlHincrl APPLICANT NAME: JOCE~ ZELLERS PAYMENT RECEIVED BY: ]IW\ ~ FEES: $1,396.00 ,. Regional Waste District SF Residential Ifa9452007 SANITARY SEWER PERMIT INDIVIDUAL LOT IEXISTING BUILDINGS Permit Type Final Lift Station 23126th Street,Station TreatmentPlant MIX Subdivision Aberdeen Bend Section Number 1 ~lIi1der Silverthorne Homes Parcel Acreage Employees Square Footage Lot Number 5 Address Number ,3264 Street Tantara Bend City Carmel Zip Code 46032 County.Hamilton __~_. Plan Review and Inspection Application Fee EDU Fee Interceptor Fee Fees Due '. , $100:00 $1,650,00' Invoice Number $1,750:00 PLEASE ,NOTE: Installation of building sewer shall be per, the specifications of the Clay Township Regional Waste District (see reverse) and any conditions noted,below, All ,installations shall be inspected by Districtpersornel during "open trench" phase and'before backfilling with ?tone to !we,lve inches above the pipe, ,NO footing or foundation drains, ,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 drain's.which are below the grade level of the nearest downstream manhole .nor for lat!"rals which are extende.d 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 da'1lag'es to manholes" castings, manhole lids and the like; caused by construction activity on the building sitewhich is the subject onhis permit. Inspections by the District are MANDATORY and shall 'be arranged by contacting the District's office at 844-9200 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. I Up ABB~102 ABB~101 pown The building has a: Grease Trap No Slab Foundation No Lid Elevation 917.00 ft 9,13,6 ft Grit Interceptor No Crawl Space No First Floor Elevation 916.80 ft 916.80 ft Grinder Station No Basement Yes Basement Elevation 906.80 ft 906:80 ft Calculation is based on both. Manhole Lid, Elevations and the elevation dfthe.First Floor L~O.~~r-~-""3-:io'1 Per Ordinance 9"13.99 and'the elevations provided, the,substructureshall be plumbed by: xPlumbed with Grinder'Puinp ,. Installed ~ The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made, u Manholes shall remain accessible at all times, Buried,manholes will be corrected by the Developer/Owner, Conditi~nal PermitTerms: Plans Submitted No No Gonnection No Certificate of Insurance No Inspection Notice No Fees...Paid No Plan Review No Other Permits No No Occupancy No Fats, Oits& Grease No Two 'sets of plans showing at teast one,sanitary manhole,aridtcip of castingelevatio~ NO CONNECTION to the sewer until further notification, Certificate of Insurance must be on.fite with CTRWDlisted as certificate holder. All District fees will be paid'in,full, Approval pendir;g Districts review of-plans. I I /I<A-" cJ(.Ul0' 19-r<- ~, '~./A- ~ (}-r'J llyJ "'Hf--& a..,,-<crL<--<, /--'" ~fl-'t By signing ~elow,,1 attestthat.l am familiarwith,tMe District's specifications and agree to acceptresponsibility for all work done under this per~it. Builder / Owner Signature C\iYv:I.\j ~qJ\ \i... '-- Phone Number 3 ;4-" , f If' " I Printed Name C l,,,(iLl, -rv\vt, ~ X- C-' . :> Approved By,-' - ---- ------, ~ ~Qdv-J-F....eltner;-qirect;:;f Administration &,Customer Service ~Manhole Core Permit Date 7/6/2007 Revised 4/26/07 Permit is valid for .oNE.XEAR from,the date issued, Permit valid only with CTRWD seaUn red'ink:- .;1 . '-~ Sctneider Tbe Schneider CorporaUon 8001 ot1II Avenue, m.torlc fori _ J...ll....pnll.. 1Dd1ana 46216-1037 317-BZa-7100 317-BZa-7200 f.u ~ 3umyiIl& WuIIooj>e Uch1teclun GJ3.UlJ Goology Plot Plan Legend This Plot Plan Prepared For: SD'Illrthome Homee I]liji]] Pr?P?sed Grades 000.0 EXISting Grades __ 000.0-- Contour Grade * Approx. Lateral Location - . - Sanitary Sewer Unes -" - Storm Sewer Unes - " - Water Service Unes - - - - - - - Sub-Surface Drain Unes . Manhole (Sanitary or Storm) . Beehive Inlet (Storm) II1II Curl> Inlet (Storm) D End Section (Storm) ..... Fire H~rant _ I> I> I> _ I> I> I> - Flow Une of swale Lot # 05 ,contoining 13,000 S.F.:!:, in Aberdeen Bend Subdi';lslon SectIon # 1 INSlR. # 200500066134 Book # 3, Page , 739 HamDton County, Clay T olll1shlp 3264 T ANT ARA BEND (50' R/K) Cannel. IN 46032 Prepored Dote: 06/14/07: By: KAG Community Restrictions: Side Yard = N/A Rear Yard = 25' Aggregate = 30' Zoning = 51 SlIverthame Homes Pad Grade = 915.3 per plan Pad Grade + 1.0' = Garage FFE (916,3) Garage FFE + 0.5' = Residential FFE (916,8 ) Residential FFE - 10.0' = Basement FFE (906.8 ) Driveway Slope = 3.9% Note : The garage finished floor elevation is 2.8' above the curl> at the drive, per plan, Ground Caver Calculations: Drive = 1,302Sf:l: Public Walk = 439 SF:I: Private Waik = 192 SF:I: Seeding = 5,119 SF:I: Sad = 4,309 SF:I: ,to the rear of home. .." if","- i<'~~ d.. 0<;:,'" 0;" ~~9;- ~' (,0 ",'?' '"' , , FLOOD HAZARD STATEMENT CERTlFlCA TlON Note: Sanitary Sewer Top of Costing Information Upstream Manhole, TC=917.00 Downstream Manhole, TC=913.67 per plan. Note: The contractor Is to maintain Q minimum diston"" of ten feet (10') between the sanitary sewer and water line laterals. ,\\\\\\\\\II1III/I/I//f11111. #\\ L c, ~~ ~~~"'''s'h"..4't'l~ ~~~"';~P\N F?.i6....A~ ~~....~ o. ....;<)'% I ( S0303 ) I :;:: . . - -a \. STATE OF .... 1fff ?: /""" ..' ~ ~< 4'~>!IyDIA~~'''''~~ ~71Y() ...............~ '\ ~# ~/.I, SUR~ ....110# WIIII/{fI/III1I\1\\\\\\\\~ "-"- l . rv This drawing Is not intended to be represented as a retracement or original boundary survey, a route survey, or a Surveyor Location Report. ABB102 TC=917.00 PER PLAN FLOOD HAZARD STATEMENT The accuracy of any flood hazard data shown on this plot plan Is subject to map scale uncertainty and to ony other uncertainty in location or elevation on the referenced flood insurance rate map. ALL of the within described land DOES NOT UE within that special flood hazard zone A as said land plots by scale on cornmunity-pan~ 1180080 0205F of the flood insurance rate maps for Carmel, IN Imaos dated Feb. 19. 2DD3\. 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 c~nstruction. Any discrepancy found an this drawing should be reported to The Schneider Corporation immediately. failing to do so results in the contractors assumption of 011 liability. Note: Ths basemsnt e/SYQtlon, dspJct8d h<<eofl. has bean detMlllnsd and based on ths pod grada and/or contour'J takCll1 from ths construction plans for this subdMslon. Unless stated. no information about fluctuating water tables, sol conditions. or soB twea has been provided or stated on sold plans. This lot Is locotsd near a body of water. Lot or soU condltrons may requlrs that the bawnent floor e18'1'Otlon bs held 2 foot above normal pool e1eYQtIon. Sits Investlgotlon may bs no<<led If water Is e:ncount<<ed during the excaYQUon process or If other known water e1eYQUon or soUs conditions are presenllnvesUgotlon Olldany remedial procedures Is at ths discretion of the buRder to dstMlllne and toke appropriate steps of action. If any ground water Is encountered during excawtlon the buider Is encouraged to cootact The Schneider CorporatlorLta dlscuS3 possible courses of action. LOTH 05 VB07.0075662 ~ ~ =~= NOTE: SUMP PUMP(S) TO BE PLACED BY BUILDER AS NEEDED. Detan of twlcal Ground Water flow pattern for individual lots. ~ Assumed North Scale: 1. = 30' Note: Sunder to ensure positive drainage away from structure(s). NOTE: MINIMAL TOLERANCE PRESENT ON TillS LOT The home location shown hereon has minimal tolerance for placement of said home due to its proXimity to setback lines and/or easement line While not required, it may be advantageous that the builder have the foundation pinned after the footing is poured to help ensure that the improvements do not encroach upon such lines.