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Home My WebLink About07070075 Receipts/Permits Item 1 of CITY OF CARMEL 1 PERMIT RECEIPT OPERATOR: vdolan COPY # 1 i I I I I \ I I I I Sec:30 Twp:18 Rng:03 Sub:CBN Blk:3 Lot:210 PARCEL ID ........: ZCBN210 DATE ISSUED.......: 07/17/2007 RECEIPT #. . . . '" . .: 25774 REFERENCE ID # .... 07070075 SITE ADDRESS...... 3924 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 ......... RYLAND HOMES LIC # RYLAHOM RYLAND HOMES 9025 N RIVER RD #100 INDIANAPOLIS, IN 46240 (317) 846-4200 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 RESSINGLE SQUARE FEET I , QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL ---------- ---------- ---------- ---------- ----.!_---- 1. 00 57.50 0.00 57.50 0.00 1. 00 57.50 0.00 57.50 0.00 1. 00 57.50 0.00 57.50 0.00 1. 00 57.50 0.00 57.50 0.00 1. 00 57.50 0.00 57.50 0.00 1. 00 1261.00 0.00 1261.00 0.00 1. 00 55.50 0.00 55.50 0.00 3,913.00 795.30 0.00 795.30 0.00 ---------- ---------- ---------- ____Luu 2399.30 0.00 2399.30 0.00 TOTAL PERMIT : METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 2399.30 13412 ------------ ------------ 2399.30 CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICATION For: Residential NCiV Structures, Additions, Remodels, & Accessory Buildings Permit #: 07070075 Date: 07/17/2007 PARCEL ID #: ZCBN210 LOT & SUBDIVISION: 210 CLAYBOURNE ADDRESS OF CONSTRUCTION: 3924 DOLAN WY Township?: 18 Zoning: S1 WESTFIELD, IN 46074 Flood Zone: N Lot Split: N PROPERTY OWNER INFORMATION: Name: RYLAND HOMES Ph. #: 3178462962 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: CTRWD Foundation Type: BSMT Manufactured Trusses: Y Porch: Y Square Footage: 3913 Model Home: RESIDENTIAL SINGLE FAMILY DWEL County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $215000 Sump Pump: Y Deck: Early Release ILP: N Special Notes/Conditions: LOT 210 CLAYBOURNE. SINGLE FAMILY HOME . NO NOTES' I This pennit is valid only if construction commences within one (I) year of the date of issuance of the State Commercial Design Release. All constr~ction must be completed (Cia 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 stru~tlJres 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 - '993" (Z- 289) and amendments, adopted under authority of l.c. 36-7 et seq, General Assembly of the State of Indiana, and all Acts amendatory thereto. ] further c~rtify that only kitchen, bath, and floor drains 3re connected to the sanitary sewet. r further certify that the construction will not be used or occupied until a : Certi!1cate of Occupancy has been issued by the Department of Community Services, Carmel, Indiana. APPLICANT NAME: R.L. 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 55.50 795.30 Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: COPY # Sec:30 Twp:18 Rng:03 Sub:CBN Blk:3 Lot:210 PARCEL ID ........: ZCBN210 DATE ISSUED.......: 07/10/2007 RECEIPT #.........: 25704 REFERENCE ID # .... 07070074 SITE ADDRESS ...... 3924 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 LIC # XA-ISUP A-I SUPERIOR EXCAVATING 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 (317) 898-0767 USFWATCONN FLAT RATE UWATERTAP FLAT RATE TOTAL PERMIT : METHOD OF PAYMENT 1. 00 1. 00 AMOUNT PD-TO-DT THIS REC NEW BAL ---------- ---------- ---------- - - - -i- - - - - - 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 CHECK TOTAL RECEIPT 1310.00 86.00 13364 13390 1396.00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07070074 Date: 07/10/2007 PARCEL ID #: ZCBN210 LOT & SUBDIVISION: 210 CLAYBOURNE ADDRESS OF CONSTRUCTION: 3924 DOLAN WY WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RH OF INDIANA CHECK #: 13364/13390 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 ; SEWER/WATER PERMIT Special Notes/Conditions: LOT 210 CLAYBROUNE, 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. meeti~g ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. The sc'-'.'cr shall be installed in accordance with ASTM 2321 for pve pipe and the Uniform Plumbing Code for the State of Indiana. All installations ~hall be in strict compliance with pertinent City ofCarmc] ordinances. Back Water check valves shall be installed in accordance with City Code Section 9.122(a), and sections P3008.l and.2 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall be "aDen trench"' inspected and approved bv the Carmel Sewer Department before any backfillinll is done. Non- compliance may result in digging up the sewcr 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 watcr shall bc permitted to enter the public sewer. Sewer insncctions should be reauested 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 arc Illade at least 24 hours in advance:. All plumbers or contractors installing se\vcr (or \,,'atcr) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. Irany street must he ClIt. (I sen(lmlc slreet ellt nerll1il shall he ohl;Jine(L APPLICANT NAME: R.L. GROCE T> PAYMENT RECEIVED BY: j ()/Yy\ ~~ FEES: $1,396.00 SF Residential 131772007 [: , I Regional Waste District SANITARY SEWER PERMIT INDIVIDUAL LOT / EXISTING BUILDINGS Permit Type Final Lift Station 14 Austin Oaks Station Treatment Plant CTRWD WWTP Subdivision Claybourne Section Number 3 Builder Ryland Homes Parcel Acreage Employees . ) Square Footage Invoice Number Lot Number. 210 Address Number 3924 Street Dolan Way City Westfield . Zip Code 46074 County Hamilton Plan Review and Inspection Application Fee EDU Fee $100.00 $1,650.00 Interceptor Fee Fees Due $1,75.0.00 PLEASE NOTE: Installation of building sewer shali 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 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 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 or 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 914.05 ft Grit Interceptor No Crawl Space No First Floor Elevation 916.90 ft 916.901ft I Grinder Station No Basement Yes Basement Elevation 907.90 ft 907.90:ft Calculation is based on both Man/lote Lid.Elevations and tile elevation of the First Floor r- 1.63J--2~J Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: xPlumbed with Grinder PUlhp . Installed' , r;;! c: The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been ma:de. (J. t. Manholes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. Conditional Permit Terms: ~y 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. Builder / Owner Signature ~ 7..'dfr~ q,... ,f'"F'hone Number Printed Name ~ { {'/l peE . Approved By (;(L IL-c.L.. ~chLL l <' Plans Submitted No No Connection No Certificate of Insurance No Inspection Notic.e 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 sanitary manhole and top of casfing elevation NO CONNECTION to the sewer until further notification. Certificate of Insurance must be on file with CTRWD listed as certificate 'holder. 48 hours notice,~efore work starts on manhole core drilling or cuts of active lines All District fees will be paid in full. Approval pending Districts ,review of plans. No occupancy until further notification Fats, Oils and Grease Facilities will abide by District sta Revised 4/26/07 Candy J. Feltner, Oi tor of Administration & Customer rvice Permit Date 7/10/2007 Permit is valid forONE-YEAR'from the date issued. Permit valid only with CTRWD seal in red ink. - ~~ Schneider The Schneider Corporation 8901 0Ua Avenue Hlst.orlc Fort. Hanison lndlallapolla, lndlalla 16216-1037 317-826-7100 ;~17-626-7200 FAX Eogineerlnc SurTeylng Landscape Architecture GIS 'US GeoloU This Plot Pion Prepared For: R.H. of Ind Lot # 210 , containing 15,768 S.F.:!:, in ao)boume Section # 3 INSlR. # 200400080247 P.C. # 3. Slide # 533 HomDton County. aoy Twp Sec 30. T18N. R03E 3924 Dolan Way (70'RjW) Cannel. IN. 46079 Prepared Date: 04/20/06: By: AMA Proposed Buyer(s): INVENTORY o Plot Pion Legend (lIiIil]] Propoood Grades 000.0 8119tln9 Grades _000.0- Contour Grade * Approx. lateral location - I - Salltcry Sewer li'les -ar- Storm Sewer Unes - IJ - Water Serke Una - - - - - - - Sub-Surface Drain liles o Wanhole (Sanitary ex Storm) o Be<<!ive Inlet (Storm) III C<Jrb Inl.t (StO'lTl) D End Section (Storm) A FreH',Idront - '00_... -Flow Un. of swale - - Building Uno (8l /8Sl) ------- Eosementllnll Community Restrictions: Side Yard = 5' Rear Yard"" 20' Aggregate = 10' (RH.) Note: Sanitary Sewer Tap of Casting Information Upstream Manhole, TC= 915.27 Downstream Manhole, TC=914.05 per record drawing Note: This drawing is based on construction pions 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 verify existing conditions prior to ony construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation immediatel Yo: failing to do so results in the contractors assumption of all liability. BASEMENT NOTE ' The basement elevation, depicted hereon, has been determined an based on the pad grades and/or contours taken from the construction plans for this subdivision. Unless stated, no information about fluctuating water tables, soli conditions, or soil types 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') obove normal pool elevation. Site investigation may be needed if water encountered during the excavation process or if ath~.L k~own wate elevation or soils conditions are present. Investigation and any remedial procedures are at the discretion of the builder to determine and take 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. o ~ =Ji.3.= o Assumed North Scale: 1. = 30' Nate: Sump pump{s) Ita be placed by bunder as ~eeded. Vb06.0052888 Lot # 210 Note: Builder to ensUre positive drainage away from structure(s). Note: The garage finished floor elevation is 2.5' above the curb at the drive, per plan. Ground Cover Calculations: Drive = 799 SF, Public Walk = 294 SH Private Walk = 89 SH Hydroseeding =9,644 SF, Sod =416 SYt, from Rear of residence. Optional Sod Package .... ;>: Hydroseedlng = 5,144 SF:!: ~>~\j'lJ.g.. Add!. Sod Pkg.= 500 SYt, to ~'v s~ \<i> 'V Rear easement. rJ?~~ R) o'?,o Sidewalk to be placed ::i 'O(J~ l' from property line, " 0 11' from bock 0 curb, / 0 per plan. ,,/ ~i \(J~' FLOOD HAZARD STATEMENT CER1lFICA 1l0N 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 on additional ooe foot (1') fori each one foot (1') the structure exceeds the first twenty-five feet (25') in hei9ht. I R.H. of Indiana Finished Floor Elevation Information Pad Grade = 914.7 per plan Pad Grade + 0.7' = Garoge m (915.4) Garage FFE + 1.5' = Residential FFE (916.9) Residential FFE - 9.0' = Basement FFE {907.9 III\\\\\\\III1I11I1JIi///11. #~\\ ~ l. C. w~ ~.:,.~ ..............,:fhA ~ ~...{G\s TE"~~........A~ $I c::::, ...<<- No () ". ;O~ , ( 50303 ) , ~ ~ : ~ % ..... STAlE OF.f ~ ;:;:;:: /'. .<c\ ~ ~(" 4'~>:,IvD'A~~""'~~~ %:::1 "~mR~\.~ ,,~ 4>. 1111/11i1i11l11ll\\\\lIIII~ ~ ~, l ~ This drawing is not intended to be represented as a ~. " \.-J--. retracement or original boundary survey, 0 :te survey, 1)- ~ or a Suveryor Location Report. Flood Hazard State ent: 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 #180081 0205 F for the City of Carmel, Indiana dated February 19, 2003. ~GNA lURE : DATE: ~GNA luRE REPRESENTS CON~RMA TION Of REiUT Of PLOT PLAN BY CUSTOI.IER.