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Home My WebLink About07080065 Receipts/Permits Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: vdolaB COPY # 1 Sec:29 Twp:18 Rng:03 Sub:LTR Blk:1 Lot:7 PARCEL ID ........: ZLTR7 DATE ISSUED.......: 08/16/2007 RECEIPT #.........: 26025 REFERENCE ID # .... 07080065 SITE ADDRESS ...... 2614 MILANO DR SUBDIVISION ......: LAKES AT TOWNE ROAD, THE CITY .............: WESTFIELD IMPACT AREA ......: OWNER ............: PAUL SHOOPMAN ADDRESS ..........: 8227 NORTHWEST BLVD. STE 190 CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46278 RECEIVED FROM....: PAUL SHOOPMAN CONTRACTOR .......: PAUL SHOOPMAN BUILDING GROUP COMPANy..........: PAUL SHOOPMAN CUSTOM HOMES / ADDRESS... .......: 8227 NORTHWEST BOULEVARD #190 CITY/STATE/ZIP...: INDIANAPOLIS, IN 46278 TELEPHONE ......... (317) 415-0459 1 LIC # PAULSHO I FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW IBAL ---------- ------------- ---------- ---------- ---------- ---------- ---------- IRESELEMTR FLAT RATE 1. 00 57.50 0.00 57.50 10.00 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 10.00 RESSINGLE SQUARE FEET 4,047.00 808.70 0.00 808.70 ,0.00 ---------- ---------- ---------- -----T--- TOTAL PERMIT : 2412.70 0.00 2412.70 ,0.00 METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 2412.70 1490 ------------ ------------ 2412.70 CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICATION For: Residential Nov Structures, Additions, Rcmodd-'i, & AccessOI)' Buildings Permit #: 07080065 Date: 08/16/2007 PARCEL 10 #: ZL TR7 LOT & SUBDIVISION: 7 LAKES AT TOWNE ROAD, THE ADDRESS OF CONSTRUCTION: 2614 MILANO DR WESTFIELD, IN 46077 Township?: 18 Zoning: S1/ROSO Flood Zone: PROPERTY OWNER INFORMATION: Name: PAUL SHOOPMAN Ph. #: 3174150459 Fax #: 3174718449 Street Address: 8227 NORTHWEST BLVD. STE 190 INDIANAPOLIS, IN 46278 CONTRACTOR INFORMATION: Name: PAUL SHOOPMAN CUSTOM HOMES I Ph. #: (317) 415-0459 Fax #: (317) 415-0466 Emaii: KDUNCAN@INDIANALANDDEVELOPMENTCOM Street Address: 8227 NORTHWEST BOULEVARD #190 INDIANAPOLIS, IN 46278 Lot Split: Plumber's Name: R & R PLUMBING COMPANY INC Codes for Project: IRC PERMIT TYPE: RESSINGLE RESIDENTIAL SINGLE FAMILY DWEL Water Service by: CARMEL Sewer Service by: CTRWD Foundation Type: BSMT Manufactured Trusses: N Porch: Y Square Footage: 4047 Model Home: County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $243000 Sump Pump: Deck: Early Release ILP: Special Notes/Conditions: LOT 7 LAKES AT TOWNE ROAO, 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 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 - 1993"; (Z-289) ;:md amendments, adopted under authority of r.c 36-7 et seq, General Assembly of the State of Indiana, and all Acts amendatory thereto. I 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 Certific.1te of Occupancy has been issued by the Department of Community Services, Carmel, Indiana. APPLICANT NAME; R.L. FEES: RES ELECTRICALlMETERB. RES FINAL 57.50 RES FOOTING & UNDRSLB 2ND REQ'D FOOT/UNDSLAB RES ROUGH-IN PARK & REG. IMPACT FEE RESIDENTIAL CIO SINGLE FAMILY DWELLING GROCE 57.50 57.50 57.50 57.50 1261.00 55.50 808.70 Item 1 of CITY OF CARMEL 1 PERMIT RECEIPT OPERATOR: COPY # 11~ Sec:29 Twp:18 Rng:03 Sub:LTR B1k:1 Lot:7 PARCEL ID ........: ZLTR7 DATE ISSUED.......: 08/09/2007 RECEIPT #...... ...: 25965 REFERENCE ID # .... 07080064 SITE ADDRESS ...... 2614 MILANO DR SUBDIVISION ......: LAKES AT TOWNE ROAD, THE CITY. ............: WESTFIELD IMPACT AREA ......: OWNER ............: PAUL SHOOPMAN ADDRESS..........: 8227 NORTHWEST BLVD., STE 190 CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46278 RECEIVED FROM ....: CONTRACTOR .......: COMPANY.. ........: ADDRESS ..........: CITY/STATE/ZIP... : TELEPHONE ......... PAUL SHOOPMAN HOMES LIC # XATKEXC ATKINS EXCAVATING INC 9110 HUGGIN HOLLOW RD MARTINSVILLE, IN 46151 (812) 422-9467 USFWATCONN FLAT RATE UWATERTAP FLAT RATE TOTAL PERMIT : METHOD OF PAYMENT 1. 00 1. 00 AMOUNT PD-TO-DT THIS REC NEW BAL ---------- ---------- ---------- ---------- 1310.00 0.00 1310.00 0.00 86.00 0.00 86.00 0.00 ---------- ---------- ---------- ---------- 1396.00 0.00 1396.00 0.00 FEE ID UNIT QUANTITY AMOUNT NUMBER CHECK TOTAL RECEIPT : 1396.00 1354 ------------ ------------ 1396.00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07080064 Date: 08/09/2007 PARCEL 10 #: ZL TR7 LOT & SUBDIVISION: 7 LAKES AT TOWNE ROAD, THE ADDRESS OF CONSTRUCTION: 2614 MILANO DR WESTFIELD, IN 46077 PAYMENT RECEIVED FROM: Name: PAUL SHOOPMAN HOMES CHECK #: 1354 EXCAVATOR INFORMATION: Name: ATKINS EXCAVATING INC Ph. #: (812) 422-9467 Fax #: Street Address: 9110 HUGGIN HOLLOW RD Bond Expiration: Email: MARTINSVILLE, IN 46151 PERMIT TYPE: USEWRWATR ; SEWERIWATER PERMIT Special Notes/Conditions: LOT 7 LAKES AT TOWNE ROAD, WATER PERMIT . NO NOTES' The building & Sc\vcr Shall be pve seVier 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 seVier 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 Car me] ordinances. Back Water check valves shall be installed in accordance with City Code Seetidn 9-122(a), and sections P3008.1 and .2 of the International Residential Code. All building sewers shall be 6" diametcr. All installations shall be "oocn trench" inspected and approved bv the Cannel Sewer Deoartment before any backfillinl! 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 enter the public sewer. SeVier inspections should be reauested at (317) 57 I -7648 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. If any street mus1 he CII1. :1 scnflratc slrccl Clll. llcrmi1 shall he oht:1inco. APPLICANT NAME: RL. GROCE PAYMENT RECEIVED BY: ~O/YY'\ ~ FEES: $1,396.00 'i SF Residential 667222007 Regional Waste District SANITARY SEWER PERMIT INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Lift Station 23 126th Street Station Treatment Plant MIX Subdivision lakes at'Towne Road Section Number 1 Builder Paul Shoopman l:Iome Building Group ~ Lot Number 7 Address Number 261\1 Street Milano Dr City Westfield Zip Code 46074 County Hamilton Parcel Acreage Employees Square Footage Invoice Number Plan Review and Inspection Application Fee EDU Fee Interceptor Fee Fees Due $100.00 $1,650.00 'J $1',750;00 PLEASE NOTE: Installation 6f. 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 District personnel during "open trench" phase and before backfilling with stone to twelve 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 forlaterals which,are extended beneath driveways or sidewalks. The permit holder (property owner, developer or builder) will b,e responsible for damages'to the District's sewer system. This,includes damages tbmanholes, castings, manhole lids and the like; caused by construction activity on'thebUilding site which is the subjectofthis permit. Inspections by the District are MANDATORY and shall be arranged by co~iactihg the District's office at 844-9200 24 hours in advance. All new construction will be placed on billing ,six monthsafter'connection has been made or when water is connected, whichever comes first. The building has a: Grease Trap No Slab Foundation No Up L TR,700 LHR-723 Down Lid Elevation 912.62 ft 912.9.ft I First FloorElevation 915.10 ft 915:10 ft Grit Interceptor No, Crawl Space No Grinder Station No Basement.Yes Basement Elevation 905.60 ft 905,60 ft (:a/ciJlation is based on both.ManholeUdt=/evations and the elevation afthe FirstF/oor r~'~- 2.4sr'~"2'~ol L._~~,_~~_,___J Per Ordinance 9-13.99 and the elevations provided, the substructure shall be plumbed by: xPlumb"edwith Grinder'Pump . Installed /'J f ;'/( - ,/ /?- The District reserves.,the'rightto inspect all sump pUf!1P connectionsto ensure no illegal connections have been made. Manholes shall remain accessible at all times. Buried manholes'will be.corrected by the Developer/Owner. Conditional Permit Terms: Plans Submitted No No Connection No Certificate of Insurance No Inspection 'Noti~e No Fees Paid Nb Plan. Review No Other Permits No No Occupancy No Fats, Oils & Grease No Manhole Core Two sets of plans showing at least one sanitary,manhole and top of casting ele\latio!1 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 wiil be paid in full. Approyal pehding DistriCts review of plans. Copies of approved permits from appropriate county or city No,occupancy until further notification Fats, Oils and Grease Facilities will abide.by DistriCt standar By:signing below, l.attest that lam fa~i1iar with"the District's,g ecifications and;agfee to:accept responsibility for all,workdone,under this'permit. Builder I Owner Sig'nature ~ ~-c:(; C~r Phone Number I ?t:- (.) rI C,p- I / Printed Name Permit.Date 6/29/2007 ~evised 4/26/07 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. .PLOT PLAN LOT # 7 Lakes @ Towne Road HAMILTON COUNTY. INDIANA DRAWING NOT TO BE SCALED - DIMENSIONS PREVALENT PROPOSED FINISHED FLOOR ELEVATION HOUSE: 915.1 PROPOSED FINISHED FLOOR ELEVATION GARAGE: 913.9 PROPOSED FINISHED FLOOR ELEVATION BASEMENT: 905.6 NOTE: IT SHALL BE TIlE RESPONSIBILITY OF THE BUILDERICOrITRAcroR TO VERIFY THE BUD..OlNG DIMENSIONS, BUILDING LOCATIONS, lliE LOCATION OF OTHER PERTINENT FEAl1JRES. ELEVATIONS. AND ALL UNDERGROUND UTILITIES (HOLEY MOlEY 1.800-382.5544) PRIOR TO THE START OF CONSTRUcrION. TIlE INTENDED USE OF THIS PLOT PLAN IS FOR SECURING BUILDING PERMITS ONLY AND SHALL NOT BE USED FOR ANY OTHER PURPOSE. NOTE: All homes have a brick ledge on the front of the home. However, note, although the brick ledge will be there. it does not represent that brick will be automatically installed. Cross hatch Lines will show brick ledge. Again. note brick only goes where arrows show brick. 000.0 PRECONSTRUCTION GRADE 1 000.0 1- PROPOSED GRADE ) DRNG. FLOW SOD: 642 i Sq. Y ds. Hydroseed Arca: 3.150 i Sq. 1'1. I.IOUSE WALK: 173 i Sq. Ft. DRIVE/APRON: 1.486 i Sq. Ft. CITY WALK: 395 i Sq. Ft. PATIO/STOOP: 216 i Sq. Ft. W/ Steps SERVICE DOOR STOOP: 12 i Sq. Yds. NOTE: VERIFY SANTIARY LATERAL LOCATION PRIOR TO DRIVE CONSTRUCTION. Model: LEXINGTON Elevation" A" 100% Full Front Brick Ledge (See Sales Brochure) No Brick 3rd Car Garage Option Fireplace WI O.c. (Den) Add Garage Service Door wi 3' x 4' Stoop Add 10' x 14' Washed Aggregate Patio wi Steps Driveway, Patio, Front Porch, House Walk ... (Not 4' sidewalk) to be Washed Aggregate Concrete. Front Porch With Footings Basement Option # 2 (wi 9' Walls) Lol8 Pad Elev =913.00 ..d t o Z Scale: 1" = 30' Job No. 07-0004 Date 6-27-07 Drawn By : SAR ~(, 14 ~\ilil,ll1U [)ri\'~ ZOllil11,!.: 10' Mill / 20' Ag.g. - 20' Rear 912.8 M.E.G. 15' COMMON AREA & TREE PRESERVATION AREA 911.9 M.E.G. 9500' N 89"36'39" E Lol7 13,057 Sq, Ft. H.P. [9i2:3l ~ 000 9'3"(0. Cenle.01 SLO) <0 ..... ..... '" 000 Swale '" M Sleps ..... '" 30' DE t ". WashedAgg o Patio 1 ~o ~IE' a.m ~~ SiD "' j I I I I s 16'4" I w , Proposed Residence 2'0" 16.5' 12'4" Lot 6 Pad Elev.=913,50 Proposed Drive 16,5' s (:) o -0 o " o o Z (:) I=' 'is' h~ .Q- 25' 1& U,E. Z 16'0" 3'6" Walk Type 1 C'" -~ AS-SUilt}f Location I \~ I .,e " /""~OO' 'e(O' .' " T 3CtO T,C.913.14 Water Meter /"" 913.1 w en 5' Sidewalk w Sump Pump Connection Milan 70' (36' L.- T/\ u\& LTA u+e:- M.H. # 723 T.C,: 912.90 "o=t Inv.: 89997 Sanitary Sewer M.H. # 700 T,C: 912.62 Inv 902,18 Copyright 2007- Paul Shoopman Home Building Group, Inc., Indianapolis, IN USA- All Rights Reserved 30' ~ o -I GRAPHIC SCALE IN FEET NOTE: TIllS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RE1RACEMENT OR ORIGINAL BOUNDARY SURVEY. A ROUTE SURVEY OR A SURVEYOR LOCATION REPORT. The Green Sheet however will have arrows to show exactly where and if brick is to be installed. Plot plan dimensions however do show brick ledge dimensions. Pay close attention to where brick is to be installed. It's the responsibility of all contractors to note these items and install correctly.