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Home My WebLink About07080101 Receipts/Permits OPERATOR: vdolan COPY # 1 Item 1 of CITY OF CARMEL PERMIT RECEIPT 1 Sec:29 Twp:18 Rng:03 Sub:B62 Blk:6002 Lot:976 PARCEL ID ........: ZB62976 DATE ISSUED.......: 08/17/2007 RECEIPT #.........: 26044 REFERENCE ID # .... 07080101 SITE ADDRESS ...... 2432 BUCKLAND ST SUBDIVISION ......: VILLAGE OF WESTCLAY CITY .............: CARMEL IMPACT AREA ......: OWNER............: RYLAND HOMES ADDRESS..........: 9025 N. RIVER ROAD CITY/STATE/ZIP...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: CONTRACTOR .... ...: COMPANY... .......: ADDRESS ..........: CITY/STATE/ZIP ...: TELEPHONE........ . RYLAND HOMES LIC # RYLAHOM RYLAND HOMES 9025 N RIVER RD #100 INDIANAPOLIS, IN 46240 (317) 846-4200 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT ---------- ------------- ---------- ---------- ---------- IRESELEMTR FLAT RATE 1. 00 57.50 0.00 IRESFINAL FLAT RATE 1. 00 57.50 0.00 IRESFTSLB FLAT RATE 1. 00 57.50 0.00 IRESFTSLB+ FLAT RATE 1. 00 57.50 0.00 IRESROUGH FLAT RATE 1. 00 57.50 0.00 PRIF FLAT RATE 1. 00 1261.00 0.00 RESC/O FLAT RATE 1. 00 55.50 0.00 RESSINGLE SQUARE FEET 5,200.00 924.00 0.00 ---------- ---------- TOTAL PERMIT : 2528.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 2528.00 13599 ------------ ------------ 2528.00 THIS REC 57.50 57.50 57.50 57.50 57.50 1261.00 55.50 924.00 2528.00 NEW BAL I ------"1--- 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I i ;/ CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICATION For: Residential New Structures, Additions, Remodels, & Accessory Buildings Permit #: 07080101 Date: 08/17/2007 PARCEL ID #: ZB62976 LOT & SUBDIVISION: 976 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 2432 BUCKLAND ST Township?: 18 Zoning: PUD PROPERTY OWNER INFORMATION: Name: RYLAND HOMES Ph. #: 3178462962 Fax #: 3178464224 Street Address: 9025 N. RIVER ROAD INDIANAPOLIS. IN 46240 CONTRACTOR INFORMATION: Name: RYLAND HOMES Ph. #: (317) 846-4200 Fax #: (317) 846-4224 Email: MENGLAND@RYLAND.COM Street Address: 9025 N RIVER RD #100 INDIANAPOLIS. IN 46240 CARMEL. IN 46032 Flood Zone: N Lot Split: N Plumber's Name: EARL GRAY (& SONS) Codes for Project: IRC PERMIT TYPE: RESSINGLE RESIDENTIAL SINGLE FAMILY DWEL Water Service by: CARMEL County Well Permit #: Sewer Service by: CTRWD County Septic Permit #: Foundation Type: BSMT/SLAB Estimated Cost of Construction: $286000 Manufactured Trusses: Y Sump Pump: Y Porch: Y Deck: Square Footage: 5200 Early Release ILP: Y Model Home: Special Notes/Conditions: LOT 976 VILLAGE ATWESTCLAY, SINGLE FAMILY HOME . NO NOTES' I This penuit is va.lid only if construction commences within one (1) year of the date of issuance of the State Commercial Design Release. All constructio1n 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 <.:onfonn to, all applicable laws of the Slate of Indiana, and the "Zoning Ordinance of Carmel Indiana - 1993" I (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 :;ewer_ I further certify that the construction will not be used or occupied until a I Certi{icflte of Occupancy has been issued by the Department of Community Services, Carmel, Indiana. APPLICANT NAME: RL FEES: RES ELECTRICAL/METERB. RES FINAL 57.50 RES FOOTING & UNORSLB 2ND REQ'D FOOT/UNDSLAB RES ROUGH-IN PARK & REC. IMPACT FEE RESIDENTIAL C/O SINGLE FAMILY DWELLING GROCE 57.50 57.50 57.50 57.50 1261.00 55.50 924.00 Item 1 of CITY OF CARMEL PERMIT RECEIPT 1 Sec:29 Twp:18 Rng:03 Sub:B62 Blk:6002 Lot:976 PARCEL ID ........: ZB62976 DATE ISSUED.......: 08/13/2007 RECEIPT #.........: 25990 REFERENCE ID # .... 07080100 SITE ADDRESS ...... 2432 BUCKLAND ST SUBDIVISION ......: VILLAGE OF WESTCLAY CITY .............: CARMEL IMPACT AREA ......: OWNER............: RYLAND HOMES ADDRESS..........: 9025 N. RIVER ROAD CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: CONTRACTOR .......: COMPANY ..........: ADDRESS ..........: CITY/STATE/ZIP ...: TELEPHONE ......... RYLAND HOMES LIC # XA-ISUP A-I SUPERIOR EXCAVATING 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 (317) 898-0767 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT ---------- -~----------- ---------- ---------- ---------- USFWATCONN FLAT RATE 1. 00 1310.00 0.00 UWATERTAP FLAT RATE 1. 00 86.00 0.00 ---------- ---------- TOTAL PERMIT : 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 1396.00 13558 ------------ -----~------ 1396.00 OPERATOR: COPY # THIS REC 1310.00 86.00 1396.00 NEW BAL I ------1--- 0.00 0.00 I ------'1--- 0.00 I I I I I I I CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07080100 Date: 08/13/2007 PARCEL 10 #: ZB62976 LOT & SUBDIVISION: 976 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 2432 BUCKLAND ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 13558 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 ; SEWERIWATER PERMIT Special Notes/Conditions: LOT 976 VILLAGES OF WESTCLAY, WATER PERMIT . NO NOTES' I The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, meeting I 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 Sectioh 9-122(a), and sections P3008.1 and.2 of the International Residcntial Code. All building sewers shall be 6" diameter. All installations shall be "aDen trench" insoceted and aooroved bv the Carmel Sewer Deoartment before any backfilling is done. Non- compliance may n:sult 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 \vater or storm water shall be permitted to enter the public sewer. Sewer insDections should be reouested 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. If any street mllst he cut a semlrl-Jte street Cllt nermit shall he ohttlined. I APPLICANT NAME: R.L. .~OCE . VJ77 Y1 jK PAYMENT RECEIVED BY: FEES: $1,396.00 Regional Waste District Residential 00210 SANITARY SEWER PERMIT INDIVIDUAL lOT / EXISTING BUilDINGS Permit Type Subdivision Final lot Number 976 .. ... n. _.0 ... _ ..... ...... Yill~[l~ .o! vy~~~<:;!~~ Address Number 24~2 Section Number 6002 Street _... _ _ _... _. _ _.. H _ _h U __ ~~~~I.a_n.9_ ~~ Lift Station .. h _. _.... __ 1~ y'ill':[l~ .o! lJ'J~s~<:;I,y. S!,:tio.n. City Carmel 46032 Treatment Plant MIX Zip Code ------~----------------~----------_. Builder ..___ ~yl!l.nd.~.on:'e~ County Hamilton Phone Number local Sewer Charge.. .. .. _ _ h __ .._.. . _ _ H _.. _ _ Plan Review and Inspection Application Fee Parcel Acreage _________________________________ EDU in Gallons 310 EDU Fee $100.00 ....,......-H..-.T. . $1,650.00 Interceptor Fee Invoice Number . . . --~--~---------~~------~--,-------- Fees Due ...u, _ _.. nh _u nu __ _$.1Z~~~O_O. PLEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Township Regional Waste District (see reverse) and any conditions noted iJelow. 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. T-he 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 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. The building has: Grease Trap USMHVWC-134W VWC-133wD~MH Grit Interceptor No Crawl Space Basement No No Lid Elevation 904.63 ft 905.97 ft No Slab Foundation First Floor Elevation 908.20 ft 908.20 It Grinder Station No Yes Basement Elevation 898.20 It 898.20 It Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor L .. ~,_".,,~,,~~.~.!.J C.__,..__...,,~:_~~J Rer rdinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump or Gravity The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been madeJ Manholes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. Conditional Permit Terms: All conditions have been met. Connection to'the sanitary sewer is now permitted. Printed Name. ee to accept responsibility for all work done under this permit. By signing below, I attest that! am famili Builder I Owner Signature Phone Number Approved By... Candy J. Feltner, ~.:::. ==---.-- Director of Administration & Customer Service Permit Date 8/13/2007 Revised 7/26/07 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. .. ~~.> Schneider The Schneider Corporation 8901 OUJ Avenue Historic Forl Harrison Indlall4po1iJ, Indlall4 16216-1037 317-826-7100 317-826-7200 fAX Enoln....m, SUrnl'D& Landacape Architecture GIS 'US G<oIo(j' Plot Plan Legend This Plot Plan Prepared For: R.H. of Indiana ~ ~:~f;;dG~d::s Lot # 976 , contoining 7,276 S.F.:l:, in __ 000:0- Contour Grode V/Jlage of Westclay * Appro,. Lateral Location Section # 6002 - · - Sanitary Sewer Lines -81'- Storm Sewer Lines INSTR. # 200500080673 - v - Water Service Lines PC 3 SlIDE 791 - - - - - - - Sub-Surface Drain Unes REPLA' T INSTR # 200600008945 · Manhole (Sanitary or Storm) . . Beeh,ve Inlet (Storm) PC 4, SlIDE 31 l1li Curt Inlet (Storm) HamDton Count~ Clay Twp D End Secllan (Storm) 9 T18N A-zr ..... Fire Hydrant See 1 , ,\IV<. _ , , , _ , , , _ ~ow Une of swole 2432 Bucklond Street (50'RjW) Building Une (BL / BSL) Carmel, IN 46074 - - - - - - - Easement Une Prepored Dote: 08/02/07: By: AMA Proposed Buyer(s): Leah & John Dunbor Community Restrictions: Side Yard = 5' MIN (ONE SIDE) Rear Yard::: N/A Aggregate = 20% LOT v"OTH, MIN. 5' ONE SIDE Zoning = $1 Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC= 914.63 Downstream Manhole, TC=905.97 per record drawing ~. ~ b 'f.. .1 r:R..( - .\ TYPICAL SWALE SECTION R.H. of Indiana Finished Floor Elevation Information TBM at face of curt=902.2 TBM at 0Iley=904.6 Proposed Grode at Swate=905.2, high side Garage FFE at weathenlp=90B.2-2.54=905.66 Residential FFE=905.2+3.D=90B.2 Basement FFE=90B.2-10.0=B9B.2 Note: This drawing is based on construction plans or record drawings, and is not based upon a field survey. The Schneider Corporation does not warrant the accuracy or sufficiency of this information, Contractors should I verify existing conditions prior to any construction. Any: discrepancy found on this drawing should be reported to The Schneider Corporation immediately. failing to do so results in the contractors assumption of all liabili~y, BASfMfNT NOTE I The basement elevation, depicted hereon. has been determined and based on the pod grades and/or' contours token from the cOfIstruction plans for this subdivision. Unless stated. no information about fluctuating water tables, soil conditions, or soil twes has been provided or stated on said plans. This lot is located near a body of water. Lot or soil conditions may require that the basement floor elevation be held two feet (2'-0') above normai pool elevation. Site investigation may be needed if water is encountered during the excavation process or if other known water elevation or soils conditions ore present. Investigation and any remedial procedures ore at the discretion of the builder to determine and toke appropriate steps of action. If any ground water is encountered during the excavation the builder is encouraged to contact The Schneider Corporation to discuss possible courses of action. Note: Sump pump(s) to be placed by builder as needed. Note: Builder to ensure positive drainage away from structure{s}. Ground Cover Calculations: Drive = 552 SFt Public Walk =B65 SFt Private Woik = 515Ft Hydroseeding =N/A SFt Sod = 491 Syt, entire yord. Sidewalk to be placed online with property line, 5.5' from back of curt, per plan. Note: The contractor is to maintain a minimum distance of ten feet (10') between the sanitary sewer and water line laterals. FLOOD HAZARD STATEMENT CERTlFICA TlON ,\\\\\\\\\1111111111//1//// ~,,\\ c. L " '/~ #' ~,\;).......:.,...t;;P~~ ff ~,.,.~(,\SNT~Jr~"","-V..-<'% ~t:::::::)..'~ 0 <:>...,....o~ , ( 50303 ) 1 % ..... STATE OF ..... ~ '6=: /', " ~ ~~~>!IvO'At.\t>:.."'~~ ~ ';Z; ...............<. '\ ':> ~ ~ij//, SUR~ \..~\~# '1/////111/11111111111\\\\\ ~l~ \R 8" ~~ '" ~ ~ ... N 3275 THREE CAR GARAGE I I I ,01 "8 12 11~~ i:? d N Vb07,0078021 Lot # 976 ~ ~ =Ji:3.= ~ 1.3:3' -12~ ,,~ 1200' 1.33 -.: 10.00' _ .33' 1.7'; I 0 12~l7.33 c:i . ~<ST"in1 ~ 1J'Xl3' n C:tl ~ ~ PATIO "'-; 12.38-:::1133' 5.5 .33' 15.71' "in ~ ~ 1ll ~ I BSIINT 0.38' 5 ' ~. Assumed t'iorth Scale : ,. = 30' 716, ! .8 ) i PIERSON C fRW&llSY RE~DENCE => Q 1=' "in "in ~ ~ SUWP 8 puWP '" 13. ' TBW ELEV=902.2 BUCKLAND STREET This drawing is not intended to be represented as a retracement or original boundary survey, a route survey. or 0 Suveryor Location Report. Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to 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 AE as said land plots by scale on flood insurance rate map #1800810205 F for the City of Carmel, Indiana dated February 19, 2003 L f- LU LU ~ U1 CI :z <: ....J ~ U => CD ~ ~ a ;;l ~ II i I I, ~. Ii ~ I '" , Note: Per Cannel zoning ordinance 26.1.1 : The residential district limits height to twenty-five feet (25'), however 0 dwelling may be increased in height to thirty-five feet (3S') provided the side and rear )(Irds are increased an additional one foot (1') for each one foot (1') the structure exceeds the fIrSt twenty-five feet (25') In height. SIGNATURE : DATE: SIGNATURE REPRESENTS CON~RMA]ON OF RECEIPT OF PLOT PlAN BY CUSTOMER.