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Home My WebLink About07040146 Receipts/Permits Item 1 of CITY OF CARMEL PERMIT RECEIPT 1 Sec:29 Twp:18 Rng:03 Sub:B62 Blk:6002 Lot:958 PARCEL ID ........: ZB62958 DATE ISSUED.......: 04/19/2007 RECEIPT #.........: 24845 REFERENCE ID # .... 07040145 SITE ADDRESS ...... 12643 MALCOMBE ST SUBDIVISION ......: VILLAGE OF WESTCLAY CITY .............: CARMEL IMPACT AREA ......: OWNER ............: RYLAND HOMES ADDRESS..........: 9025 N. RIVER RD CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: CONTRACTOR .......: COMPANY ..........: ADDRESS ..........: CITY/STATE/ZIP... : TELEPHONE..... .... RH OF INDIANA,LP LIC # XA-1SUP A-1 SUPERIOR EXCAVATING 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 (317) 898-0767 OPERATOR: COPY # 1. 00 0.00 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC 1310.00 USFWATCONN FLAT RATE TOTAL PERMIT : METHOD OF PAYMENT 1310.00 AMOUNT 1310.00 NUMBER 0.00 CHECK TOTAL RECEIPT : 1310.00 13006 1310.00 1310.00 plux ' 1 tfJ- NEW BAL I :0.00 0.00 , CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07040145 Date: 04/19/2007 PARCEL ID #: ZB62958 LOT & SUBDIVISION; 958 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION; 12643 MALCOM BE ST CARMEL, IN 46032 PAYMENT RECEIVED FROM; Name: RH OF INDIANA,LP CHECK #; 13006 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 958 VILLAGE OF WESTCLAY, WATER PERMIT . NO NOTES' 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 i shall be installed in accordance with ASTM 2321 for pve pipe and the Unifornl Plumbing Code for the State of Indiana. All installations shat) be in strict compliance with pertinent City of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Sectjon 9-122(a), and sections P3008.1 and .2 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall be "ooen trench" insoected and aooroved bv the Carmel Sewer Deoartment before anY backfilling is done. Non- compliance may result in digging up the sewer installation and/or denial of future sewer permits andlor denial ofwaler connections. No footing or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer. Sewer insoections should be reauested at (3] 7) 571.2648 one to four hours in advance. No inspections or instal1ations 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 st~eet mllst he cut. 3 senarate .c:;treet cut nennit shall he nhtainen. APPLICANT NAME; TONJA GROCE PAYMENT RECEIVED BY: _~0/YI1 ~ FEES: $1,310.00 Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: plux COPY # 1 ~ Sec:29 Twp:18 Rng:03 Sub:B62 Blk:6002 Lot:958 PARCEL ID ........: ZB62958 DATE ISSUED.......: 04/23/2007 RECEIPT #.. .......: 24870 REFERENCE ID # .... 07040146 SITE ADDRESS ...... 12643 MALCOMBE ST SUBDIVISION ......: VILLAGE OF WESTCLAY CITY .............: CARMEL IMPACT AREA ......: OWNER. ...........: RYLAND HOMES ADDRESS ..........: 9025 N. RIVER RD CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: CONTRACTOR .......: COMPANY ..........: ADDRESS ..........: CITY/STATE/ZIP ...: TELEPHONE ......... RH OF INDIANA LP LIC # RYLAHOM RYLAND HOMES 9025 N RIVER RD #100 INDIANAPOLIS, IN 46240 (317) 846-4200 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 6,113.00 1015.30 0.00 1015.30 0.00 ---------- ---------- ---------- --------~- TOTAL PERMIT : 2619.30 0.00 2619.30 0.00 METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 2619.30 13021 2619.30 CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICATION For: Residential New Structllrrs, Additions, Remodels, & Accessory Buildings Permit #: 07040146 Date: 04/23/2007 PARCEL ID #: ZB62958 LOT & SUBDIVISION: 958 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 12643 MALCOMBE ST Township?: 18 Zoning: PUD PROPERTY OWNER INFORMATION: Name: RYLAND HOMES Ph. #: 3178464200 Fax #: 3178464224 Street Address: 9025 N. RIVER RD INDIANAPOLIS. IN 46240 CARMEL. IN 46032 Flood Zone: N Lot Split: N CONTRACTOR INFORMATION: Name: RYLAND HOMES Ph. #: (317) 846-4200 Fax #: Street Address: 9025 N RIVER RD #100 Plumber's Name: EARL GRAY (& SONS) Codes for Project: IRC (317) 846-4224 Email: MENGLAND@RYLAND.COM INDIANAPOLIS, IN 46240 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: 6113 Model Home: County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $337000 Sump Pump: Y Deck: Early Release ILP: N Special Notes/Conditions: LOT 958 VILLAGE OF WESTCLAY, SINGLE FAMILY HOME . NO NOTES' 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 (CIO 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 - 1993~ (Z-289) and amendments, adopted under authority of I.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 sanitaty se\ver. 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 57.50 RES FOOTING & UNDRSLB 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 1015.30 SF Residential 200912007 Re~ional Waste District SANITARY SEWER PERMIT INDIVIDUAL LOT / EXISTING BUILDINGS Permit Type Final. Lift Station i 9Village of West Clay Station Treatment Plarit MIX Subdivision Village of West Clay 6002 Builder Ryland. Homes ., Parcel.Acreage Employees Square' Footage. Lot Number 958 Address Number 12643 Street Ma/combe St City'Carmel ZiP. Code 46032 County Hamilton Interceptor Fee EDU Fee Application Fee Fees Due Invoice Number $1,650.00 $100.00 $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 condJtions 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 m foundation drains, or other. sources of ground or stormwater, shall be permitted toenter the District's sanitary sewer system. The District will'assume no. liability for drains which are below the grade level ofthe nearest downstream.manhole nor for. laterals which are extended beneath driveways or sidewalks. The permit holder (property owner, developer or builder) wilLbe 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 .MANDA TORY and shall be arri:mged by contacting the District's .office at 844-9200 24hours 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 a: Grease Trap No Grit Interceptor No. Grinder Station No Slab Foundation No Crawl Space No Basement Yes Up VWC"128 VWC-127 Down W W Lid Elevation 902.69 ft 904.35 ft FirstFloor Elevation 907.10 ft 907:10 ft. Basement Elevation 897.10 ft 897.10 ft Calculation is based on both Manhole Lid EJevaiions and the elevation of the 'First Floor L_~__~..~"!:~!l~,,~:.7~ . , Per Ordinance 9-13c99 and the elevations provided, the substruCture. shall be plumbed by: I ;:i! C; Th'e District reserves the right to inspect all sump pump connections to ensure no illegal connections have;been made.; ,If! V. Manholes shall remain accessible at all times; Buried manholes will be corrected by the Developer/Owner. Conditional Permit Terms: Plans Submitted No No C9nn.~ctirin No C.ertificate of Insurance No Inspection Notice No Fees Paid No Plan Review No Other Permits No No Occupancy No Fats" Oils &.Grease No Manhole Core Two sets of plans showing at least one sa~jtary manho!e and top of casting elevation NO.CONNECTION to the sewer until further notification. Certificate of Insurance must be on file with CTRWD listed as certificate holder. 48 hou~s l1ot!ce b~fore' work-starts on manhole core drillIng or cuts.of'active"lines All District feeS}NilLbe paid in fulL Approval pending Districts review of plans. Copies of approved permits from appropriate county or city agencies ,,,1l~. HAM/i.>; ~\.\J 04'; No occupancy until further notification ~.!(} A'" I c.. Fats, Oils and Grease.Facilitieswill abide by District standards if CTRWD 1 !2 " Eo q.. ~ ''a',y, S 7PI/EGION~\. 'l<~ 'By signing below, l,aUestrhaU am familiar witH he Distri 's'sp~cifications~and'agree.to accept responsibility for all work done under this permit. Builder / Owner Signature '. 7. ' ~~ ~ d e' ''Ll't'hone Number Y5'1h- yoOO Printed Name (- (/{ (r L C Approved By Clvl-il /~(C//jU! /' :iermit Date 4/19/2007 Candy J Feltner. Director of AdministratIOn & Customer Serv ~ { Revised 2/28/07 Permit is valid for ONE-YEAR from the date issued. Permit valid only Ith CTRWD seal in red ink This Plot Plan Prepared For: R.H. of Indiana Lot # 958 , containing 8,400 S.F.:!:, in VDloge of Westclay Section, 6002 INSlR. # 200500080673 PC 3, SlIDE 791 HarnDton County, Clay Twp Sec 19, T18N, ROJE 12643 Malcombe Street Carmel, IN 46074 Prepared Date: 04/11/07 : By: AMA Proposed Buyer(s): INVENTORY Granular back fill suggested under driveway at sanitary sewer lateral trench, water line french and any other excavated areas. (If situation occurs) This drawing is not intended to be represented os a retracement or original boundary survey, a route survey, or 0 Surveyor 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, ~~ Schneider (50'R/W) Community Restrictions: Side Yard = S' MIN (ONE ~OE) Rear YQrd c N/A Aggregate = 20~ LOT \110m, MIN. S' ONE ~OE Zoning = Sl Ground Cover Calculations: Drive = 799 SF f Public Walk = 264 SFf Private Walk = 39 SFf H ydraseeding = N / A SF f Sad = 39D SYf, entire )\Jrd. Sidewalk to be placed flush from property line, 5.5' from back of curb, per plan, 1 :> I :> I ~ r-- ~ a w ~ W Q::: ~ r-- ~ (J') ~ " W > m l;j " ::::::2' 0 u ~ --.J <( ::::::2' 29,0' B-B :> :> FLOOO HAZARD STATEMENT CERTlFICA TlON ,\\\\\\\11111111111111//1// >>",\1 C. L /> /,,% ~ .:) . {,h ~ ~ ~\ ...............1't0~'% ;}!' ~~ '\ ....'G\s Tel;> ;:.... ..".-.......~ ~ ..~. <'- N '0' /V Z ~C"'-o.""Q;-V 0 ....'O? ,'t. 50303 \ I % \. STATE OF " fj ~ /.... ....<'\ !if ~"A ...!.,yO'A~!':'" ~~~ "" .". ;I'//l ............. \."" ~ "" 'J'b SUO\I ,,~ ~1,t4. t\ 'i ~\'0~ /11111/1/11111111\\\\\11111 ~l~ The Schneider Corporation 8901 0t18 Avenue Historic Fort Harrison IndianapoIiB, lIJ.diana 46216-1037 317-826-7100 317-826-7200 FAX Engineering Sumying Landscape ArchUecture GIS .us GooI'iY Nate: I 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 construction. JAny discrepancy found on this drawing should be [reported to The Schneider Corporation immediotely; failing to do so results in the contractors assumption of all liability, Note: I The bosement e1eV(ltion, deplcted hereon, has been' determined and bosed on the pod grades and/or ~ontours token from the construction plans for this subdivision, Unless stated, no information about fluctuating water tables, soil conditions, or soil t)fles has been provided or stoted on said pions. This lot is locoted near 0 body of water. Lot ar 5011 conditions may require that the bosement floor elevation be held 2 foot above normal pool e1evotloo, Site investigation may be needed if water is encountered during the excaV(ltion process or if other known water elevotion or soils conditions are present. Investigation and any remediol procedures is ot the discretion of the builder to determine ond take' appropriate sleps of action, If any ground water is' encountered during excaV(lfion the bunder is encouroged to contact The Schneider Corporation 10 discuss possible courses of action. Plat Plan Legend [QQ[QJ Proposed Grades 000.0 Existing Grades __000,0- Contour Grade * Approx. lateral Location - . - Sanitary Sewer lines -8T- Storm Sewer lines - 'J - Water Service lines - - - - - - - Sub-Surface Drain Lines . Manhole (Sanitary or Storm) . Beehive Inlet (Storm) II1II Curb Inlet (Storm) D End Section (Storm) ..... Fire Hydrant - Q Q Q - Q 0 Q - Flow line of swale Building line (BL / BSL) - - - - - - - Easement line Detail of Ground/ Storm Water flow pattern for individual lots. ~ ~M- -W~ - - - - ~ D =~= ~ Note: Builder to ensure positive drainage away from structure(s), Note: Sump pump(s) to be placed by builder as needed. Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC= 902.69 Downstream Manhole, TC= 904.35 per record drawing Vb07.0071825 Lot # 958 Note: The contractor is to maintain a minimum distonce of ten feet (10') between the sanitary sewer and water line laterals, Assumed North Scole : 1- = 30' TYPICAL SWALE SECTION +4.75'Oc... a.. ,,,. 01;;' ;:: '" 13'X13' 8 20.75 ~ PATIO i'5i;;~ S; >I' I~ ~ ~ ~'ll8 z f."J 15.25 i'l~.OO' '-'~ ~~~~ ~~el ili 1'2 ~ ~~ l I;! < iEll'~ r'~15.R 0 iE~ ;;; r;!l *1) iJ'j /* I'; ~ ~ 15. ~~:3 '" 44.75' 32.0' <0 ...; 6.3' '" '" 34.38 . ~~ 'tM . 8 20.00 S; <<.6' ;-, ~ ~ I WV STKH 128 TC'902.69 PER RECORD ORA\I1NG . w R,H, of Indiana Note: (secondary areas - Westclay) Mox. height: 35' an lots 100' and larger (to eve line) 30' on less than lOa' Max. coverage: 50% All service laterals crossing at curb are stamped: SA= Sanitary Sewer SS= Subsurface Drain w= Water Finished Floor Elevation Information IBM at tace at curb=902.2 IBM at alley=9D3.8 Proposed Grade at Swale=9D4.1, high side Garage FFE at weatherlip=907.1-2.54=904.56 Residential FFE=9D4.1+3.0=9D7.1 Basement FFE=907.1-10.D=897.1 Note: (primory areas - Max. height: 30' Build-up line: 2 stories Max. coverage: 50% Westclay) Area of water top to be restored to its' originol condition prior Location of utilities on plot plan are generol locations per plan and should be verified in the field. The informotion for the elevation difference between the primary finished floor elevation to the top of basement wall and to the basement finished floor was provided by the client. Pod elevation shown is per plans and is not the os-built elevation. Areo of water tap to be back filled with 9ranular material to within 1O~ of tap of curb. ~GNA lURE : DAlE: Note: Per Carmel 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 (35') provided the side and reer yards are increased an additional one foot (1') for each one foot (1') the structure exceeds the first twenty-five feet (25') in hel9ht. SIGNA lURE REPRESENTS CONnRMA TION OF RECEIPT OF PLOT PLAN BY CUSTOMER.