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Home My WebLink About07030028 Reciepts/Permits Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: COPY # ~lUXp-L Sec:20 Twp:18 Rng:3 Sub:HEK Blk:2 Lot:48 PARCEL ID .. ......: ZHEK48 DATE ISSUED.......: 03/05/2007 RECEIPT #... ......: 24410 REFERENCE ID # ...: 07030027 SITE ADDRESS ...... 14334 HEATHER KNOLL PKWY SUBDIVISION ......: HEATHER KNOLL CITy...... .......: WESTFIELD IMPACT AREA ......: OWNER ............: ADDRESS... .......: CITY/STATE/ZIP ...: RECEIVED FROM ....: CONTRACTOR ... ....: COMPANY.. .... ....: ADDRESS....... ...: CITY/STATE/ZIP ...: TELEPHONE ......... FEE ID UNIT QUANTITY USFWATCONN FLAT RATE TOTAL PERMIT : METHOD OF PAYMENT 1. 00 AMOUNT CHECK TOTAL RECEIPT : 1310.00 1310.00 M/I HOMES 8500 KEYSTONE CROSSING INDIANAPOLIS, IN 46250 M/I HOMES OF INDIANA LIC # XRTMOOR R.T. MOORE CO., INC. 6340 LAPAS TRL INDIANAPOLIS, IN 46268 (317) 291-1052 AMOUNT PD-TO-DT THIS REC NEW BAL ----~----- ---------- ---------- ---------- 1310.00 0.00 1310 00 O. 00 ---------- ---------- ---------- ---------- 1310.00 0 .00 1310 00 0.00 NUMBER 14511 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07030027 Date: 03/05/2007 PARCEL 10 #: ZHEK48 LOT & SUBDIVISION: 48 HEATHER KNOLL ADDRESS OF CONSTRUCTION: 14334 HEATHER KNOLL PKWY WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: M/I HOMES OF INDIANA CHECK #: 14511 EXCAVATOR INFORMATION: Name: R.T. MOORE CO., INC. Ph. #: (317) 291-1052 Fax #: Email: Street Address: 6340 LAPAS TRL INDIANAPOLIS, IN 46268 Bond Expiration: PERMIT TYPE: USEWRWATR SEWER/WATER PERMIT Special Notes/Conditions: LOT 48, HEATHER KNOLL PKWY, SINGLE FAMILY HOME . 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 oflatest 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.l and .2 of the International Residential Code. All building sewers shall be G" diameter. All installations shall be "ooen trench" insoeeted and aooroved bv the Carmel Sewcr Dcoartment before anv backfilling is donc. Non- compliance may result in digging up the sewer installation and/or denial of future sewer permits and/or denial ofwatcr connections. No footing or foundation drains or other sources of ground water or storm watcr shall be permitted to enter the public scwcr. Sewer insoections should be reauested at (3171 571-2648 onc 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 advanec. All plumbers or contractors installing sewer (or water) lines shall have a plumbers bond postcd with the CITY ENGINEER'$ OFFICE. If any street must he CIlL a senarate street Cllt nermit shall he ohtained. APPLICANT NAME: TONJA GROCE PAYMENT RECEIVED BY: FEES: $1,310.00 i / CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICATION For: Residential New Structurc5, Additions, Remodels, & Accessory Buildings Permit #: 07030028 Date: 03/08/2007 PARCEL 10 #: ZHEK48 LOT & SUBDIVISION: 48 HEATHER KNOLL ADDRESS OF CONSTRUCTION: 14334 HEATHER KNOLL PKWY Township?: 18 Zoning: S1/ROSO PROPERTY OWNER INFORMATION: Name: Mil HOMES Ph. #: 3172559900 Fax #: 3172059440 Street Address: 8500 KEYSTONE CROSSING INDIANAPOLIS, IN 46250 WESTFIELD, IN 46074 Flood Zone: N Lot Split: N CONTRACTOR INFORMATION: Name: M/I HOMES Ph. #: (317) 255-9900 Fax #: (317) 205-9440 Email: BDAVIS@MIHOMES.COM Street Address: 8500 KEYSTONE CROSSING INDIANAPOLIS. IN 46240 Plumber's Name: PAUL E. SMITH, CO. Codes for Project: IRC PERMIT TYPE: RESSINGLE Water Service by: CARMEL Sewer Service by: CTRWD Foundation Type: BSMT Manufactured Trusses: Y Porch: Y Square Footage: 3732 Model Home: RESIDENTIAL SINGLE FAMILY DWEL County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $225000 Sump Pump: Y Deck: Early Release ILP: N Special Notes/Conditions: LOT 48, HEATHER KNOLL PKWY, SINGLE FAMILY HOME . NO NOTES' This permit is valid only if construction commences within one (I) 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 to, all applicable laws of the State of Indiana, and the ~Zoning Ordinance of Carmel Indiana - I993~ (Z~289) and amendments, adopted under authority of LC 36-7 et seq, General Assembly of the State of Indiana, and all Acts amendatory thereto. [further certify that 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 CertiFjcate of Occupancy has been issued by the Department of Community Services, Carmel, Indiana. APPLICANT NAME: TONJA FEES: RES ELECTRICAUMETERB. RES FINAL 55.50 RES FOOTING & UNDRSLB 2ND REQ'D FOOT/UNDSLAB RES ROUGH-IN PARK & REC, IMPACT FEE RESIDENTIAL C/O SINGLE FAMILY DWELLING GROCE 55,50 55,50 55,50 55,50 1261,00 53,50 762,20 Item 1 of 1 CITY OF CARMEL / / // PERMIT RECEIPT V OPERATOR: vdolan COpy # 1 Sec:20 Twp:18 Rng:3 Sub:HEK Blk:2 Lot:48 PARCEL ID ........: ZHEK48 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 ..... .... 03/08/2007 24449 07030028 14334 HEATHER KNOLL PKWY HEATHER KNOLL WESTFIELD M/I HOMES 8500 KEYSTONE CROSSING INDIANAPOLIS, IN 46250 M/I HOMES OF INDIAN LIC # M/IHOM M/I HOMES 8500 KEYSTONE CROSSING INDIANAPOLIS, IN 46240 (317) 255-9900 FEE ID UNIT ---------- --------~---- IRESELEMTR FLAT RATE IRESFINAL FLAT RATE IRESFTSLB FLAT RATE IRESFTSLB+ FLAT RATE IRESROUGH FLAT RATE PRIF FLAT RATE RESC/O FLAT RATE RESSINGLE SQUARE FEET QUANTITY AMOUNT PD-TO-DT THIS REC NEW'BAL ---------- ---------- ---------- ---------- -----,---- 1. 00 55.50 0.00 55.50 '0.00 1. 00 55.50 0.00 55.50 0.00 1. 00 55.50 0.00 55.50 0.00 1. 00 55.50 0.00 55.50 '0.00 1. 00 55.50 0.00 55.50 ,0.00 1. 00 1261.00 0.00 1261.00 '0.00 1. 00 53.50 0.00 53.50 0.00 3,732.00 762.20 0.00 762.20 0.00 ---------- ---------- ---------- ---------- 2354.20 0.00 2354.20 0.00 TOTAL PERMIT : METHOD OF PAYMENT AMOUNT CHECK TOTAL RECEIPT : 2354.20 ------------ ------------ 2354.20 NUMBER 14524 ,i Regional Waste District. SF Residential 153/182007 SANITARY SEWER PERMIT INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Lift Station 23 126th Street Station Treatment Plant MIX Subdivision Heather Knoll Builder, M/I Homes 2 Lot Number 48 Address Number 14334 Street Heather Knoll Pkwy City Westfield Zip Code 46074 County, Hamilton Interceptor Fee EDU Fee Application Fee Fees Due Invoice Number $1,650.00 $100.00 $1,750.00 Parcel Acreage Employees Square Footage PLEASE NOTE: Installation of building sewer shi:lil be per the specifications of the Clay Township Regional Waste District (see reverse) and any conditions noted below. All installations shall be inspected by District personnel during "open trench'~ phase and before backfilling with stone to tweive 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 drains which are below the grade level of the nearest downstream manhole nor for laterals 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 ma'nholes, castings, manhole lids and the like; caused by construction 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 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. Up HK-725 HK-724 Down The building has a: Grease Trap No Slab Foundation No Lid Elevation 918.71 fl 917.14 fl Grit Interceptor No Crawl Space No First Floor Elevation 919.80 fl 919.80 fl Grinder Station No Basement Yes Basement Elevation 910.80 fl 910.80 fl Calculation is based on both. Manhole Lid Elevations and the elevation of the First Floor 1~~':09L ---2:66"' Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Plumbed with Grinder Pump' !J' Installed . The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made. Manholes shall remain accessible at all times. Buried manholes will be corrected by t. h,e Dev. eloper/Owner. " Conditional Permit Terms: Plans Submitted No Two sets of plans showing at least one sanitary manhole and top of casting elevation I , No Connection No Certificate of Insurance No Inspection, Notice No Fees Paid No Plan Review No Other Permits No No Occupancy No Fats, Oils & Grease No Manhole Core NO CONNECTION to the sewer until further notification. Certificate of Insurance must be on file with CTRWD listed as certificate holder. 48 hours notice before work starts on manhole core drilling or cuts of active lines All District fees will be paid in full. :\l\~l\A . HA!,fli > (..~ 'QA, <).... ~ C'l /:~.J (~ Copies of approved permits from appropriate county or cit Jagencies ~\ No occupancy until further notification ~~ CTRWD 2 . ~ . ~ Fats, Oils and Grease Facilities will abide by District stand rds !! ~ . ,," O'~p "",~ !lEG/ONAL 'Il Approval pending Districts review of plans. Approved iet's specifications and agree to accept responsibility for all work done under this permit. By signing below, I attest that I am fa Builder / Owner Signature Phone Number Printed Name Permit Date 3/5/2007 J. lrector of Administration & Customer Service Revised 2/26/07 Permil is valid for ONE-YEAR from Ihe date issued. Permit valid only with CTRWD seal in red ink. ..~~ Schneider This Plot Plm PI"l""ad For: M/I. Homes Lot # 48, containing 10,941 SJ.:t, in Heather Knoll Section , 2 Instrument # 2006-00004470 PC 4 Slide 13 Doy TOMlship. Hamltm County SEe 20. T11lN. R03E 14334 HEATHER KNOLL PKWY (70' RfW) Westfield, IN 46074 Prepared Dote: 02/26/07: By. KAG Community Restrictions: Side Yard = 3' min. Aggregate = 6' B.H. Zoning - SI 'The Sdmelder CorparaUoo i8901 OUI AteD1I1 ,HiIlorie fort HarriIOn IDdluapoIII, _ 4e218-103'7 317-1128-7100 317-82lI-12IlO FAX Note: This drawing is based on construction pIons or record drawings, and is not based upon 0 field survey. The Schneider Corporation does not worront the accuracy or sufficiency of this information. Controclors should verify existing conditions prior to any construction. Any discrepancy found on this drowing should be reported to The Schneider Carporotion immediately, failing to do so results in the contraclors assumption of 011 liability. Mil HOlIES Pad Grade = 919.1 per plan Pad Grode + 0.2' = Garage FIT (919.3 ) Garage FFE + 0.5' = Residential FFE (919.8 ) Residential FFE - 9.0' = Basement FIT (91O.8 ) Driveway Slope = 4.2:1 Note : The garage fmished noor elevation is 1.9' above curb inlet. per record drowing. GROUND COVER CAlCULA l1ONS: Drive = 1,026SF i Public Walk = 323 SF i Private Walk =n/a SFi Seeding =5,499 SFi Sad =318 Syi, from front of residence. 918.3 917.2 FLOOO HAZARD STATEMENT CERnFlCA nON IDIlDeerilII 3unoJilII LID_pe_ GIS 'US GeoIoo Plot Plan legend rniiQ]] Proposed Grades 000.0 Existing Grades __000.0-- Contour Grode * Apprax. lateral laeotion - . - Sanitary Sewer lines - If- Storm Sewer Lines - 'W - Water Service Lines - - - - - - - Sub-Surface Drain lines . Manhole (Sonitory or Storm) . Beehive Inlet (Storm) III Curb Inlet (Storm) D End Section (Storm) .... Fire H)<lront . - to.." - """ - Flow Line of swole - Bu~ding line (BL / BSl) - - - - - - - Easement line Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC= 918.71 Downstream Manhole, TC= 917.14 per record drwg. Note: The contractor is to moilttoin 0 minimum distance of ten feet (10') between the sanitary sewer and water line laterals. C.A. H8 131.22' A A 29.33 ~ '" /S~~ i~! is ~ '" .00' ~ ... ~ .. 2.00 5\ :;; /SO ~~ J5.6T <l0' II> 9.3' 11.2' 138.12' _.,i~.~~ u;.~~ ~ ~9S1Clf).J ~#4rr.ri:~btd ,111111\\\111111/1/1/111//1. #~c. L /1 ""'%, ~.~.\'~ . l1jOh~ ~."",~, """'T".".trVLJ~ ~ S5"..{G\S €,..e:.........."..()~ 2! ~ /~ No <> ". ;<)~ , l 5030'3 ..) , .:;:; '. : ~ ~ ", STATE OF .." ~ :a: /.... .... {::j ~(" """~..!."'O'A~~....~~ ""- "'Ii'/) "."......" t: '\" ~ ~4/, SUR~ \.~~# "1i1/1/1/1II11111\\I\lIIII~ '\:L- \.. , wn This drawing is not intendt ~o be ~re:resented os a retrocement or original boundary survey, a route survey, or 0 Surve}(lr Location Report. Flood Hazard Statement: The occurocy of any flood hazard data shown on this plot plan is subject to map scale uncertainty and to any other uncertainty in laeotion or elevation on the referenced flood insurance rote mop (FIRM). None of the within described land lies within that special flood hazard zone 'A', os said land plots by scale on Community Mop Panel , 18057C0205F of the flood insurance rote maps (FIRM) for Hamilton County, Indiana, Doted May 19, 1981. Note: The basement eIeYotion, depicted hereon, has been determined and based on the pod C)'odes md/or contours token from the construction pima for this subdMsion. Unless stoted. no ilformotion about fluctuating .oter tobin. sol conditions. Of sol t)1)llS has been provided IX stated on said p1oos. This lot is Iocoted near 0 body of water. lot Of sol conditions moy r"",ire that the basement floor tlewticn be Il8d 2 toot dme normd pool e1e'<<Jtu.. Site inYeStigotion may be needed if water is encountered wring the excOWJtion process Of jf other known water elevation Of sols conditu.s en present. Investigation and (IIy remediol proceclJres is at the olStl'etion of the buider to determine and take ~iote steps of action. If any C70und water is encountered WrYlg elCOWJtion the buldClr Is 81COUI'oged to ccntocl The Sctlnelder Ccrporotion to _~ OISCUSS possilIe courses of oclion. NOTE: SUMP PUMP(S) TO BE PLACED BY BUilDER AS NEEDED. LOT i 48 VB07.0069086 o ~ =~= o :;i :;; . o I 0.\00 of Ground/Storm Water: Row pattern of (II i'ldividuollot. em ~M- -~~ - --- ;" Note: Builder to ensure positive drainage away fram structure(s). ~\\ :r: \ ~\ j;\~ -I \ :r: \ fTl \ :;;0 \ \ ^ I Z I ?2~ !ll i? rlill::; -U"~i: )> I :;;0 I ^ 1 ::E I )> I.:: -<I 36.0' 5.0' D-D PER PI.AH I~' ~ I~ '0 I~ 0 d 0Cl 53.0' ..... TYPICAL SWALE SECTION TC=917.~ PER RECllRO I DRAIlING I I I I s Rlll CURD 4'.' SI-Opt NOTE: IN mE RESIDENTIAl DISTRICTS LIMITING HEIGHT TO TVlENTY-Fl'IE (25) FEET, A DVlEWNG MAY BE INCREASED IN HEIGHT TO lliIRTY-n'IE (35) FEET PRO'oIOEO mE SlOE AND REAR YARDS ARE INCREASED AN ADDITIONAl FOOT FOR EACH FOOT SUCH STRUCTURE EXCEEDS TVlENTY-Fl'IE (25) FEET IN HEIGHT. PER CARIIEL ZONiNG ORDINANCE 26.1.1.