The URL can be used to link to this page

Home My WebLink About07020104 Receipts/Permits CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICATION For: RcsiJC/ltial New StructlH"CS, Additions, Remodels, & Accc.~sOlY Buildirlgs Permit #: 07020104 Date: 02/27/2007 PARCEL ID #: ZCBN209 LOT & SUBDIVISION: 209 CLAYBOURNE ADDRESS OF CONSTRUCTION: 3910 DOLAN WY Township?: 18 Zoning: S1 WESTFIELD, IN 46074 Flood Zone: N Lot Split: N PROPERTY OWNER INFORMATION: Name: RYLAND HOMES Ph. #: 3178464200 Fax #: 3178464224 Street Address: 9025 N RIVER RD INDIANAPOLIS, IN 46240 CONTRACTOR INFORMATION: Name: RYLAND HOMES Ph. #: (317) 846-4200 Fax #: Street Address: 9025 N RIVER RD #100 (317) 846-4224 Email: MENGLAND@RYLAND.COM INDIANAPOLIS, IN 46240 Plumber's Name: EARL GRAY (& SONS) Codes for Project: IRC PERMIT TYPE: RESSINGLE Water Service by: CARMEL Sewer Service by: CARMEL Foundation Type: BSMT Manufactured Trusses: Y Porch: Y Square Footage: 4386 Model Home: RESIDENTIAL SINGLE FAMILY DWEL County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $263000 Sump Pump: Y Deck: Early Release ILP: N Special Notes/Conditions: LOT 209 CLAYBOURNE. SINGLE FAMILY. . NO NOTES' This pemlit is valid only if construction commences within olle (I) year of the date of issuance of the State Commercjal 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, enbrgement, 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 - 199r (Z-289) and amendments, adopted under authority of I.c. 36-7 et seq, Genen.\l Assembly of the Stale of Indianil, and all Acts amemblory therelo, I further certify that only kitchen, bath, and floor drains are connected to the sanital)' sewer. I further certify that the construction will not be used or occupied until a Certificate of Occl1p:mcy has been issued by the Department of Community Services, Cannel, Indiana. APPLICANT NAME: TONJA FEES: RES ELECTRICAL/METERB. 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 53.50 827.60 Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: twedding COPY # 1 Sec:30 Twp:18 Rng:03 Sub:CBN Blk:3 Lot:209 PARCEL ID ........: ZCBN209 DATE ISSUED.......: 02/27/2007 RECEIPT #.........: 24366 REFERENCE ID # .... 07020104 SITE ADDRESS ...... 3910 DOLAN WY SUBDIVISION ......: CLAYBOURNE CITY .............: WESTFIELD 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 55.50 0.00 55.50 0.00 IRESFINAL FLAT RATE 1. 00 55.50 0.00 55.50 0.00 IRESFTSLB FLAT RATE 1. 00 55.50 0.00 55.50 0.00 IRESFTSLB+ FLAT RATE 1. 00 55.50 0.00 55.50 0.00 IRESROUGH FLAT RATE 1. 00 55.50 0.00 55.50 0.00 PRIF FLAT RATE 1. 00 1261.00 0.00 1261.00 0.00 RESC/O FLAT RATE 1. 00 53.50 0.00 53.50 0.00 RESSINGLE SQUARE FEET 4,386.00 827.60 0.00 827.60 0.00 ---------- ---------- ---------- ---------- TOTAL PERMIT : 2419.60 0.00 2419.60 0.00 METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 2419.60 12738 2419.60 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07020103 Date: 02/20/2007 PARCEL ID #: ZCBN209 LOT & SUBDIVISION: 209 CLAYBOURNE ADDRESS OF CONSTRUCTION: 3910 DOLAN WY WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RH OF INDIANA, LP CHECK #: 12675 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 SEWERlWATER PERMIT Special Notes/Conditions: LOT 209 CLAYBOURNE. WATER. . 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 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 Section 9-1 22(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" insoectcd and aooroved bv the Carmel Sewcr Deoartment before anv backfilling is done. Non- compliance may result in digging up the sewer installation and/or denial of future sewer pennits and/or dcnial 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. Sewer insocctions should be requested 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 mu,;t he cut. a ,;enarate street cut nermit ,;h,dl he ohtainecl. APPLICANT NAME: TONJA r( GROCE "- PAYMENT RECEIVED BY: '-.J/utAftJ ~!tJ/d.7f~' FEES: $1,310.00 Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: twedding COPY # 1 Sec:30 Twp:18 Rng:03 Sub:CBN Blk:3 Lot:209 PARCEL ID ........: ZCBN209 DATE ISSUED.......: 02/20/2007 RECEIPT #. . . . . . . . .: 24300 REFERENCE ID # ...: 07020103 SITE ADDRESS ...... 3910 DOLAN WY SUBDIVISION......: CLAYBOURNE CITy.............: WESTFIELD 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-ISUP A-I SUPERIOR EXCAVATING 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 (317) 898-0767 USFWATCONN FLAT RATE TOTAL PERMIT : METHOD OF PAYMENT 1. 00 AMOUNT PD-TO-DT THIS REC NEW, BAL ---------- ---------- ---------- ---------- 1310. 00 0.00 1310. 00 0.00 ---------- ---------- ---------- ---------- 1310 00 0.00 1310.00 0 .00 FEE ID UNIT QUANTITY AMOUNT NUMBER CHECK TOTAL RECEIPT : 1310.00 12675 --~~-------- --~--------- 1310.00 Regional Waste District SF Residential 121552007 SANITARY SEWER PERMIT INDIVIDUAL LOT J EXISTING BUILDINGS Permit Type Final Lift Station 14 Austin Oaks Station Treatment Plant CTRWD WWTP Lot Number 209 Subdivision Claybourne ~ ~ Bu~dllr.Ry!,an~ 1-!01Tles_ 3 Address Number 3910 Street Dolan Way City Westfield County Hamilton --..",.---'" ...~=~~-' >-.,.-~-_. - -------- ~ - _.~-,-- "".~~- ~ I I ! .r EDU Fee $1,650.00 Application Fee $100.00 Fees ,Due $1,750.00 Invoice Number Parcel Acreage Employees Square Footage I 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 d~ring "open trench" phase and before backfilling with 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 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. I 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 o'r when water is connected, whichever comes first. I Up CBN3-79 CBN2-78 Down The building has a: Grease Trap No Slab Foundation No Lid Elevation 915.27 ft 915.39 ft Grit Interceptor No Crawl Space No First Floor Elevation 916.90 ft 916.90 ft Grinder Station No Basement Yes Basement Elevation 907.90 ft 907.90 ft Calculation is based on both Manhole Lid EJe.vBtions and the elevation of the First Floor r"-----1~631----.1~~1 11 ' I P 0 inance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Plumbed for Gravity Service , . I he 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 the Developer/Owner. Conditional Permit Terms: Plans Submitted No Two sets of plans showing at least one sanitary manhole and top of casting elevation No Connection No NO CONNECTION to the sewer until further notification. Certificate of Insurance' No Certificate of Insurance must be on file with CTRWD listed as certificate holder. Inspection Notice No Fees Paid No Plan Review No Other Permits No No Occupancy No Fats, Oils & Grease No 48 hours notice before work starts on manhole core drilling or cuts of active lines AU District fees will be paid in full. Approval pending Districts review of plans. Copies of approved permits from appropriate county or city agencies No occupancy until further notification Printed Name Fats, Oils and Grease Facilities will abide by District standards \~\)\P.NA :H44111 .cl<, '</'0 ~ ''0\ '" ~\ ~ CTRWD ~ -' '- ~ ~ d t t 'b'I' I "'IUl1'Y.. t d d~"o/,.t an agree 0 accep responsl llty or a "1iWO one un tI IS perml . Gl'!INA,,~' 'D Phone Number . -r'ij)v '0 By signing below, I attest that I am f~i \ar with th Builder J Owner Signature j! Permit Date 2/9/2007 Revised 2/2/07 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. The Schneider Corporation 8901 0lliI Avenue Historic Fort Harrison LtdianapoliJ, Indiana 46218-1037 317-828-7100 317-828-7200 FAX EngInoeriDc SunelInI Landaeape Archit.eclure 018 .IJS GeoloiY Plot Pion Legend This Plot Plan Prepared For: R.H. of Indiana Lot # 209 , containing 13,983 SJ,:!:, in Oa)boume Section' 3 INSlR. , 2004000110247 P.C. , 3, Slide' 533 HamDton County, Oay Twp Sec 30, TIaN, ROJE 3910 Dolan Way Carmel, IN 46074 Prepared _Dote: 02/01/07: By. AMA. Proposed Bu)'lll(s): INVENTORY (70' R/W) [@]] Proposed Grades OGO.O Existing Grades _000.0-- Contour Grode * Approx. Lateral Lacation - . - Sanitary Sewer Lines -cr- Storm Sewer Lines - 1;/ - Water Service Lines - - - - - - - Sub-Surface Drain Lines . Manh~e (Sonitary or Storm) . Beehive Iniet (Storm) iii Curb Inlet (Storm) D End Section (Storm) ..... flre Hydront - . . . - . . . - Flow Line of swale - Building Line (BL / BSL) - - - - - - - Easement Line- Community Restrictions: Side Yard = 5' Rear Yard = 20' Aggregote = 10' (B.H.) Zoning = S1 R.H. of Indiana Finished Floor Elevation Information Pod Grade = 914.7 per plan Pad Grade + 0.7' = Garage FFE (915.4) Garage FFE + 1.5' = Residential FFE (916.9) Residential FFE - 9.0' = Basement FFE (907.9) DRIVEWAY SLOPE = 5.1 ~ Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC= 915.27 Downstream Manhole, TC=914.05 per record drawing ~ D =~= \ " \ {S. " "'", " ..+ " " " " " " " ~ Assumed North Scale: ,. = 30' Lot # 209 Vb07,0067996 FLOOD HAZARD STATEMENT CERnFICA nON ~1I\\I\\I\lII\lIlI/IIIII/J ~>>.\~ L I" I'ij% #' ~\s """;",, fJ1'v-}%, #<...::5~~""G"\S rE"fi..;:.... 0/ A~ ~ .."",.,~- N <..:......... ~ $j~""~'f.,> 0 O\,.o~ ,~.... . \ \ 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, lndiana dated February 19, 2003. Note: This drawing is based on construction plans or record drawings, and is not bosed upon 0 field survey. The Schneider Corporation does not warrant the accuracy or sufficiency of this Infanmalian. Contractors should 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 011 liability. Note: The basement e1e\lOtion, depicted hereon, has been determined and based on the pod grades and/Of contours taken from the constructlon plans IOf this subdivision. Unless stated, no information about fluctuating water tables, son conditions, ar son t)pes has been provided or stated on said plans. ThIs lot is located near 0 body of water. lot or son conditions may require that the basement floor e1e\lOtion be held 2 foot above normal pool elevation. SIte investigation may be needed if water Is encountered during the excavation process or if other known water elevation or sons conditions ore present. In....estlgatlon and any remedial procedures Is at the discretion of the bunder to determine and toke oppropriate steps of action. If any ground water is encoontered during exca\lOtion the bu~der is er,couroged to .contcct The-Schneider .COfllOfotion- to. discues possible courses of action. I , Note: Sump pump(s) to be placed by builder as needed. Detail of Ground/ Storm Water flow pattern for individual lots. Note: The contractor is to maintain a minimum distance of ten feet (10') between the sanitary sewer and water line laterals. Sidewalk to be placed l' from property line, 11' from back of curb, per plan. Note: Builder to ensure positive drainage away from structure(s). Ground Cover Calculations: Drive = B03 SF t Public Walk = 294 SFt Private Walk = B9 SF t Hydroseedin9 = 7,796 SF t Sad = 424 SYt, from Rear of residence. Optional Sad Package Hydroseeding =3,296 SFt Add!. Sod Pkg.= 500 SYt, to optional sod line sm. , 79 TC=91'5.27 PER RECORD DRA\\1NG Note: Per Carmel zoning ordinance 26,1,1 : The residential district limits height to twenty-five feet (25'), however a dwelling may be increased in height to thirty-five feet (35') provided the side and rear yards are increased an additional one foot (1') for each one foot (1') the structure exceeds the first twenty-five feet (25') in hei9ht ~GNA JURE : DATE: ~GNA lURE REPRESENTS CON~R~A nON Of REcrlPT Of PLOT PLAN BY CUSTOMER.