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Home My WebLink About04120072 Receipts/Permits .. Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: twedding COpy # 1 FEE ID Sec:22 Twp:18 Rng:03 Sub:BPC Blk: Lot:85 PARCEL ID ........: 1709220016027000 DATE ISSUED.......: 12/13/2004 ;;~ RECEIPT #.. .......: 16932 REFERENCE ID # .... 04120070 SITE ADDRESS ...... 1353 HOLDEN CT SUBDIVISION ......: BROOKS TONE PARK OF CARMEL CITY .............: CARMEL IMPACT AREA ......: OWNER ............: ADDRESS ..........: CITY/STATE/ZIP ...: RECEIVED FROM....: CONTRACTOR .... ...: COMPANY... .......: ADDRESS ..........: CITY/STATE/ZIP ...: TELEPHONE... ...... UNIT QUANTITY M/I HOMES 8500 KEYSTONE CROSSING INDIANAPOLIS, IN 46240 M/I HOMES OF IN LIC # XA+EXCA A+ EXCAVATING, LLC 5355 BOY SCOUT RD. INDIANAPOLIS, IN 46226 (317) 716-7709 AMOUNT THIS REC USFWATCONN FLAT RATE 1.00 1310.00 0.00 1310.00 PD-TO-DT TOTAL PERMIT: 1310.00 0.00 1310.00 METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 1310.00 1310.00 12563 NEW BAL ~~~~]~~~~ 10.00 I CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 04120070 Date: 12/13/2004 PARCEL ID #: 1709220016027000 LOT & SUBDIVISION: 85 BROOKSTONE PARK OF CARMEL ADDRESS OF CONSTRUCTION: 1353 HOLDEN CT CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: M/I HOMES OF IN CHECK #: 12563 EXCAVATOR INFORMATION: Name: A+ EXCAVATING, LLC Ph. #: (317) 716-7709 Fax #: Street Address: 5355 BOY SCOUT RD. Bond Expiration: Email: INDIANAPOLIS, IN 46226 PERMIT TYPE: USEWRWATR SEWER/WATER PERMIT Special Notes/Conditions: LOT 85, BROOKSTONE PARK. WATER PERMIT . NO NOTES' . The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 oflalest revision; or vitrified clay pipe, meeting ASTM specifications C-700 for extra strength clay pipe oflatcst revision unless other materials are hereby pcrmincd in wriling. 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 sewers shall bc 6" diameter. All installations shall be "open trench" inspccted and approved bv the Cannel Sewer Deoartment before any backfillim! is done. Non- compliance may result in digging up the sewer installation and/or denial of futurc sewer permits and/or denial of water connections. No footing or foundation drains or other sources of ground water or stonn water shall be permitted to enter the public sewer. Sewer inspcctions should be reouested at (317) 571-2648 one to four hours in advance. No inspections or installations will bc 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 plumbcrs bond posted with the CITY ENGINEER'S OFFICE. Ifany street mll~t he cuI. a senaratc street cut nermit shall he ohrainerl. APPLICANT NAME: TONJA GROCE PAYMENT RECEIVED BY: FEES: $1,310.00 I I I ! ., _.-' ,. Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT .~ OPERATOR: vdo1an COpy # 1 Sec:22 Twp:18 Rng:03 Sub:BPC B1k: Lot:85 PARCEL ID ........: 1709220016027000 DATE ISSUED.......: 12/28/2004 RECEIPT #.........: 17035 REFERENCE ID # .... 04120072 SITE ADDRESS .. .... 1353 HOLDEN CT SUBDIVISION ......: BROOKS TONE PARK OF CARMEL CITY .............: CARMEL IMPACT AREA ......: OWNER... .........: M/I HOMES ADDRESS... .......: 8500 KEYSTONE CROSSING CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: CONTRACTOR .......: COMPANY ..........: ADDRESS ..........: CITY/STATE/ZIP ...: TELEPHONE. ........ MI HOMES LIC # M.I.HOME 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 RESRE-REV FLAT RATE RESSINGLE SQUARE FEET QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL ----~----- ---------- ---------- ----~~~~-- -----1---- 1. 00 52.00 0.00 52.00 10.00 1. 00 52.00 0.00 52.00 10.00 1. 00 52.00 0.00 52.00 ,0.00 1. 00 52.00 0.00 52.00 0.00 1. 00 52.00 0.00 52.00 0.00 1. 00 527.00 0.00 527.00 0.00 1. 00 50.00 0.00 50.00 0.00 1. 00 125.00 0.00 125.00 0.00 3,952.00 759.20 0.00 759.20 0.00 ---------- ---------- ---------- ---------- 1721.20 0.00 1721.20 0.00 TOTAL PERMIT : METHOD OF PAYMENT AMOUNT NUMBER CHECK 1721.20 12623 ------------ ------------ TOTAL RECEIPT : 1721.20 :.<.... "" CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICATION For: Residential New Structures, Additions, Remodels, & Amssory Buildings Permit #: 04120072 Date: 12/28/2004 PARCEL ID #: 1709220016027000 LOT & SUBDIVISION: 85 BROOKSTONE PARK OF CARMEL ADDRESS OF CONSTRUCTION: 1353 HOLDEN CT CARMEL, IN 46032 Township?: 18 Zoning: S1NLOW Flood Zone: N PROPERTY OWNER INFORMATION: Name: M/I HOMES Ph, #: 3172559900 Fax #: 3172059440 Street Address: 8500 KEYSTONE CROSSING INDIANAPOLIS, IN 46240 CONTRACTOR INFORMATION: Name: M.1. HOMES Ph. #: (317) 255-9900 Fax #: 3172059440 Email: BDAVIS@MIHOMES.COM Street Address: 8500 KEYSTONE CROSSING INDIANAPOLIS, IN 46240 Lot Split: N Plumber's Name: PAUL E. SMITH, CO. Codes for Project: IPC ;oecial Notes/Conditions: LOT 85 BROOKSTONE PARK. SINGLE FAMILY. . NO NOTES' PERMIT TYPE: DWEL RESSINGLE ; RESIDENTIAL SINGLE FAMILY I I Water Service by: CARMEL County Well Permit #: Sewer Service by: CTRWD County Septic Permit #: Foundation Type: BSTSLBCRL Estimated Cost of Construction: $220000 Manufactured Trusses: Y Sump Pump: Y Porch: Y Deck: Square Footage: 3952 Early Release ILP: N Model Home: 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 lhis application will comply with, and conform lo, all applicable laws of the State of Indiana, and the ~Zoning Ordinance of Carmel Indiana -1993" (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. 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 Certificate of Occupancy has been issued by the Department of Community Services, Carmel, Indiana. APPLICANT NAME: TONJA FEES: RES ELECTRICAL/METERB. RES FINAL 52.00 RES FOOTING & UNDRSLB 2ND REQ'D FOOT/UNDSLAB RES ROUGH-IN PARK & REC. IMPACT FEE RESIDENTIAL C/O GROCE 52.00 52.00 52.00 52.00 527.00 50.00 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER PERMIT ] Conditional Permit [X] Final Permit INDIVIDUAL LOTS/EXISTING BUILDINGS Project Title: Clay Waste West Location: Brookstone Park Owner/Builder: M I Homes Lot# 85 Street address: 1353 Holden Ct City: Carmel Zip:, 46032 County: Hamilton , I < Interceptor Charges Paid: PRI: LOC: EDU Fee: 1,200.00 Application fee: 75.00 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 District personnel during "open trench" phase and before backfilling with sand or stone to six 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 Iiabilitv for drains which are below the qrade level of the nearest downstream manhole nor for laterals which are extended beneath drivewavs 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 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. ~2 C. District will inspect all sump pump connections 30 to 60 days after the lateral inspection has been completed. (/! t_ I have received a copy of Ordinance No. 9.13-99 and agree to follow all District standards. Building has a [ ] crawl space [ ] slab or [ ] basement that [ ]will be finished, [X ]rough.jn plumbing with grinder pump installed during construction, [ ] rough-in plumbing only and qrinder pump will not be installed during construction, [ ] no plumbing in the basement. (Please check appropriate box.) Builder will notifv the District office when the qrinder pump installation is completed. _Conditional Permit Terms: [ ] 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 and District inspector must inspect all work before covered. [ ] All District fees will be paid in full. [ ] Approval pending Districts review of plans. [ ] Copies of approved permits from appropriate county or city agencies for work in the right-of-way road cuts or are required. [ ] No occupancy until further notification [ ] All Conditions have been met and final permit issued 2004. By signing below, I attest that I am familiar with the District's specifications and agree to accept responsibility for all work done under this permit. ~7d~ Builder/O ner Signature - ckI? e~r- Phone 255-9900 Permit issued this 13'h day of December, 2004. Permit is validJ()rONE-YffAR from the date issued. / ~ 2 site plans submitted .,' '-----." .......---....:...:.., . Candy.J. Feltner Director: of Administration & Customer Service sv Permit valid only with CTRWD seal in red ink. Permit-rev.01103/akn ~., 5chn8ider The Sehmdder Corporation 880l OUI !ftD.1Ie --- 1ndI.....po-M., Ibd:IIDa 4S2l5--1037 317-828-7100 317-828-72llO ra -- ......... ww..,. --... em.us """"u Plot Pion Legend [QQQ;Q] PrO\lOsed Grodes 000.0 ExIsting Grodes __000.0- Contour Grode * Approx. Lateral Location - . - Sanitary Sewer lWIes -. - Storm Sewer Unes - v - VIot" Serke Lines - - - - - - - Sub-Surfuce Orai'! lines . Monhd. (Sonitory or Storm) . BeelINe Inl.t (Storm) l1li Cllrl> Inl.t (Storm) D End Section (Storm) ... Fire Hjdront - ~"" - """ - Flow Une of swale This Plot Pion Prepored for. MI HOllES Lot' 85, contolnlng 6,289 S.H, in 8ROQ(STONE PARK Of CARMEL Section , 2 Instrument , 2oo3000604J2 P.C. , J, ~~. , 194 HAllILTON COUNTY, ClAY TO'IlNSHIP IJSJ Hdden Coorl (SO' R/YI) Prepored Dot~ 11/29/04 : By. JKI Community. Restrictions:.~ ~. Yord = J' Rear Yard = 20' Aggreqot. = 6' (B.H.) Sanitary Sewer Costing InfDnnation Upstreorn Monhde, lC= 900.30 Downstream Manhole, TC= 896.40 per plan. Nole: Bunder to l!n9lJre po3itiYe drainoge oway from structure{s). Note: Sump pump(s) to b. pieced by buDder as needed. fnished Floor Elmioo Information Pod Grode = 899.7 per pion Pod Grode + 0.2' = Goroge m (899.9) Goroqe m + 0.5' = Res~entlol m (900.4) Residentiol m - 9.0' = Bosement m (891.4) Note : The gcroge finished floor elevation is 0.7' <move the Q.Iro at the a;ve. per pion. Sod Calwlations: Re<r Yent = ~469 sa Sod = 224 sYt , from roor of home. Hote: This drawing is based on construction pions or record drawings, and is not based upon 0 field survey. The Schneider Corporation does not warrant the GCaJrocy or sufficiency of this information. Controct"", should verify Oldst"g conditions prior to ony construction. Any diaaepancy found on this drowin9 should be reported to The Schneider Corporation immediately. faAilg to do so results i'I the contractors assumption of all lIabAlty. NDte: The basement e1evotion, depicted hereon, has been determined and based upon the pad grades and/or contou~ taken from the a)fIstruction plans for this 3Ubdivision. Unless 8tated, no information about fluctuating water tables, so~ conditions, or soA t)lle8 has been provided or stated on soid pions. It is recommended that the basement finished floor e1ewtions be at least two feet (2') above the normal pool elevation of any odj)ining bodies of woter, unless a study of facts reYeOls othll1rise. If cUing the extavotion process any ground water is witnessed, The Sc:hneider Corporation should be notified immediately. ' The basement elevation should be roiged two feet (2') obove the l70und .oter, ood additIonal construction techniques should be Incorporated to alleviate future problems. Lot # 85 VB04.0026201 ~ ~ =~= ~ Assumed North Scole : I' = 30' Detol of t,picol Storm Water flow pattern for r,dIvlduollots. I I I \ I I I[:=C I I \ I ~ TYPICAl.. SWALE s[C"nQN Note: Per Camel zooing ordinance 26.1.1 : The residential district limits height to twenty-fi\le feet (251. howeW!l' 0 dwelling may be increased in height to thny-five feet (35') prcMded the side end """ jm!s or. increased on odditionol on. foot (1') for each one foot (1') the structure exceeds the fi~t twenty-five feet (25') " h~9ht. TC=900.30 }~8~W ---:----7---;- -- PER PLAN - 1898.21 O.O~. 1898.9 I - : i I - ----- n_ n_ -- - u -' , ROll. OJRB HOLDEN COURT -t-cS99291 I ; .2 PER PL\N APRON ~ Jt - - "' a; ~ '" --- 1S.JJ' ~ 10.67 -' "' ...... >- ~ " ~ a ' ... atA':91Ia~ ~ - 00' """'" 1181."" I838lC> 7"1 n to OJ C> 1897.71 60.77' BLOC/( "A" UD&ssc 897.5 1 898.J I