The URL can be used to link to this page

Home My WebLink About07060259 Receipts/Permits Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT ( OPERATOR: vdolan COpy # 1 Sec:30 Twp:18 Rng:03 Sub:CBN Blk:3 Lot:206 PARCEL ID ........: ZCBN206 DATE ISSUED.......: 07/05/2007 RECEIPT #.........: 25627 REFERENCE ID # .... 07060259 SITE ADDRESS...... 3860 DOLAN WY SUBDIVISION. .....: CLAYBOURNE CITy.... .........: WESTFIELD 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 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 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 4,743.00 878.30 0.00 878.30 0.00 ---------- ---------- ---------- ---------- TOTAL PERMIT : 2424.80 0.00 2424.80 0.00 METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 2424.80 13357 ------------ ------------ 2424.80 CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICA nON For: Residential New Stnlcturc\ Additions, Rcmodcl!i, & Accessory Buildings Permit #: 07060259 Date: 07/05/2007 PARCEL ID #: ZCBN206 LOT & SUBDIVISION: 206 CLAYBOURNE ADDRESS OF CONSTRUCTION: 3860 DOLAN WY Township?: 18 Zoning: S1 PROPERTY OWNER INFORMATION: Name: RYLAND HOMES Ph. #: 3178462962 Fax #: Street Address: 9025 N. RIVER ROAD WESTFIELD, IN 46074 Flood Zone: N Lot Split: N 3178464224 INDIANAPOLIS. IN 46240 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: I RC (317) 846-4224 Email: MENGLAND@RYLAND.COM INDIANAPOLIS, IN 46240 PERMIT TYPE: RESSINGLE Water Service by: CARMEL Sewer Service by: CTRWD Foundation Type: SLAB Manufactured Trusses: Y RESIDENTIAL SINGLE FAMILY DWEL Porch: Y Square Footage: 4743 Model Home: County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $260000 Sump Pump: Y Deck: Early Release ILP: N Special Notes/Conditions: LOT 208 CLAYBOURNE, SINGLE FAMILY HOME . NO NOTES' This permit is v~llid only jf construction commences within one (1) year of the dine of issuance of the State Commercial Design Release. All constru~tion must be completed (CIa issued) within two (2) years of the issuance clate. ) 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~tures 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 sanital)' sewer. I further certify that the construction will not be used or occupied until a ' CertH/catc of Occup;Ulcyhas been issued by the Department of Community Services, Cannel, Indiana. APPLICANT NAME: R.L. FEES: RES ELECTRICAL/METERB. RES FINAL 57.50 RES FOOTING & UNDRSLB RES ROUGH-IN PARK & REC. IMPACT FEE RESIDENTIAL C/O SINGLE FAMILY DWELLING GROCE 57.50 57.50 57.50 1261.00 55.50 878.30 Item 1 of CITY OF CARMEL 1 PERMIT RECEIPT OPERATOR: COPY # ~lUX r Sec:30 Twp:18 Rng:03 Sub:CBN Blk:3 Lot:206 PARCEL ID ........: ZCBN206 DATE ISSUED.......: 06/27/2007 RECEIPT #.........: 25540 REFERENCE ID # ...: 07060258 SITE ADDRESS ...... 3860 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 # 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 O. 00 1310. 00 O. 00 ---------- ---------- ---------- ---------- 1310. 00 0 .00 1310 .00 O. 00 FEE ID UNIT QUANTITY AMOUNT NUMBER CHECK TOTAL RECEIPT : 1310.00 13307 --------~--- ------------ 1310.00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07060258 Date: 06/27/2007 PARCEL ID #: ZCBN206 LOT & SUBDIVISION: 206 CLAYBOURNE ADDRESS OF CONSTRUCTION: 3860 DOLAN WY WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 13307 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 208 CLAYBOURNE, WATER PERMIT . NO NOTES' The building & Sewer Shall be rve sewer pipe meeting ASTM specifications 3034 SDR 35 or latest revision; or vitrified clay pipe, meeting ASTM specifications C-700 for extra strength clay pipe of1ate5t 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 ofIndiana. Ail instal1ations shall be in strict compliance with pet1inent City of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Se~tion 9-122(a), and sections P3008.1 and.2 of the lnternational Residential Code. All building sewers shall be 6" diameter. All installations shall be ;'ooen trench" inspected and approved bv the Carmel Sewer Department beforc any backfillin2: is done. Non- compliance may result in digging up the sewer installation and/or denial of future sewer penuits and/or denial 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 inspections should be rcauested 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. hll plumbers or contractors installing sevier (or water) line~ shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. rfany ~treet mllsl he Cllt. a sennmte street ellt ncrmit shnll he ohtaineo. I APPLICANT NAME: RL. GROCE PAYMENT RECEIVED BY:?(](Yy-} ~ FEES: $1.31000 SF Residential 189922007 ",- Regional Waste District~ SANITARY SEWER PERMIT INDIVIDUAL LOT / EXISTING BUILDINGS p'ermli Type Final' Lift Station 14 Austin Oaks Station Treatment Plant CTRWD WWTP Subdivision Claybourne Section,Nilmber 3 Builder Ryland Homes Parcel Acreage, Employees' Square Footage Invoice Number Lot Number 206 Address .Number 3860 Street Dolan Way City Westfield, Zip Code 46074 ,County Hamilton Plan Review and Inspection Application Fee EDU Fee Interceptor Fee Fees Due $100,'00 $1,650,00 r' $1,750.00 PLEASE NOTE' IQstallation of building sewer shall'be per the specifications oUhe Clay Township Regional Waste District (see reverse) and any conditions noted below. All installations shall be ins'pected by District pe'rsonnel during "open trench" phase and before backfilling with stone to twelve.inches above the pipe. NO footing orfoundatiori drains, or other sources of ground or stormwater, shall be permitted to enter the District's sanitary sewer. system. The District will assume no ,Iiability'for drains which are below the grade level'of the nearest downstream marihoienor for laterals which are' extended beneath driveways or sidewalks The permit holder (property owner, developer or builder) will be responsible for damages to,theDistrict's sewer system. This includes damages to manholes, castings, manhole lid's 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 cor:nesfirst. . The building has a: Grease Trap No Up CBN3'-63 CBN2-55 Down Slab Foundation No Lid Elevation 915.95 ft 916,18 ft Grit Interceptor No Crawl Space No First Floor Elevation 918.70 ft 91lHO ft Grinder Station No Basemerit Yes Basement Elevation 9.09.70 ft 909,70 ft Calculation is based on both Manhole Lid Efevations-and the elevation of the First Floor [~"--~2:751=._.2":5-2~ Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed,by: xPlumlJed with Grinder Puml? Installed /;2 c;.. The District reserves ,the right to iiispect all sump piJmp connections to ensure no mega; con,nections have been mad~. ~ - ~ ~-ManhOles shalL remain accessible at all times. Buried manholes will be corrected-by the Developer/Oyvner. Conditional PermifTerms:- Plans'Submitted No No Connection No Certificate of hisurance No Inspection Notice No Fees Paid No p,lan 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 casting 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-bef~.re work starts on--manhole core drilling-or cuts of active lines AILDistrict fees will be paid in full. Approval,pending Districts-review of plans. ;7; Printed Name I? /( (.A:I:/Ct[' I Approved By.::,C -- =' Candy J. Feltner, Director of:Adrilinistration &'Customer Service Bysigriing below, i attest thafl am f Builder / Owner Signature . I cifications and agree to accept responsibility foral! work done under this permit. , -c;G U'L r Phone Number Permit Date 6/2612007 Revised 4/26/07 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. pc~~ ScMeider- The Schneider Corporation 8901 0Us Avenue Historic fort Harrison IndlanapolJJ. Indlana l82t6-1037 317-626-7100 317-!'26-7200 fAX Note: This drawing is based on construction pions or r~cord 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 any construction. Any I discreponcy found on this drowing should be reported to The Schneider Corporation immediately. failing to ~do so results in the contractors assumption of all liability. Note: The basement elevation, depicted hereon, has been determined and bosed on the pod grades and/or contoors token from the construction pIons for this subdivision. Unless stated, no Information about fluctuating water tobles, soD conditions, or soD twes has been provided or stated on sold pIons. This lot Is located near a body of water, lot or son conditions may require that the basement floor elevotlon be held 2 foot above normal pool e1evotion. Site Investigation may be needed If water Is encountered during the excavotlon process or if other known water elevation or soils condItions are present Investigation and any remedial procedures Is at the discretion of the buDder to determine and toke appropriate steps of action. If any ground water Is encountered during excavotlon the buDder is encouraged to contact The SchneIder Corporation to discuss possible courses of action. Note: Sump pump(s) to be placed by builder as needed. DetaU of Ground/ Stann Water flow pattern for Jndividuallots, EngiDoeriDg Sun''"'" lAndacape Architecture GIS .US Geolo(Y Plot Plan legend This Plot Plan Prepared For: R.H. of Indiana Lot # 206 , containing 11,200 S.F.:!:. in Ca)boume Section # 3 INSlR. # 200400080247 P.C. # 3. Slide # 533 HamDton County. Cay Twp Sec 30, TIBN. ROJE 3860 Oolan Way (70' R/W) ~'4 ep r 06/20/07: By: AMA Pr Buyer(s}: Yefram & Lina Pekar ,\\1\\1\111111111111111//" #\\\~ l. C;/j~ ~.:".~ ............. /}"'0-,~ ff ~~.,.-;:C,\S T€"IT:t.....yA~ "'",=>"/<<- No 0'.. /<>'" I ( S0303 \) , ~ . . - % .... STATE OF .... ~ ~ /'" .,' ~ ~(" A'4-J.....:.IvDIA~!:..'..~~ ",,""VI> .............(....'> i!} ~ l/ SUO\I\." i!} ~//1. (\"1 'I>.\~~ ////lillllllllll\II\\\\\I\\ -\::L. l . ~ This drawing is not intended to be represented as a retracement or original boundary survey, a route survey. or a Surveyor Location Report. Community Restrictions: Side Yard = 5' Rear Yord "" 20' Aggregate = 10' (B.H.) Zoning = Sl R.H. of Indiono Finished Floor Elevation Information Pod Grode = 916.5 per pion Pod Grode + 0.7' = Goroge FFE (917.2) Gorage FFE + 1.5' = Residentiol FFE (918.7) Residential FFE - 9.0' = Basement FFE (909.7) MFPG=903.8 Note: The garage finished floor elevation is 2.5' above the curb at the drive, per plan, Ground Cover Calculations: Drive =1.225 SFi Public Walk = 395 SF i Privote Wolk = 10 SFi Hydraseeding =3,223 SFi Sod = 455 SYf. from Rear of residence. Optionol Sod Pockoge Hydroseeding = 800 SFi Add!. Sod Pkg.= 269 SYi, to Rear easement. Sidewalk to be placed l' from property line, 11' from bock of curb, per plan. Note: Sanitary Sewer Top of Casting Information Upstreom Manhole. TC= 915.95 Downstream Manhole. TC=915.66 per record drawing Note: The contractor is to maintain 0 minimum distance of ten feet (10') between the sanitary sewer and water line laterals. FLOOD HAZARD STATEMENT CERnFICA nON []QQ]] Proposed Grades 000.0 Existing Grades _000,0- Contour Grade * Approx. Lateral Location - 8 - Sanitary Sewer Lines -11'- Storm Sewer Lines -1J-WaterServicelines - - - - - - - Sub-Surfoce Drain lines . Manhole (Sanitary or Storm) . Beehive Inlet (Storm) 11II Curb Inlet (Storm) D End Section (Storm) ..... Fire Hydrant - ... - 666 - Flow Une of swole - Building Line (BL / BSL) - - - - - - - Easement line Norr. I.4INIl.4AL TOI.FRANCf PRFSfNT ON THIS I aT The home location shown hereon has minimal tolerance for placement of said home due to its proximity to setback lines and/or easetnef1t fines. 'fttlile not required, It may be advantageous that the builder have the foundation pinned after the footing is poured to l1e1p ensure that the improvements do not encroach upon such lines. t. t.'i>\.I\. i1'\\QSC~~t. t.5\1.\. QR~\\\~~LOC" '\\' P ~R" 0\\ ~Rt.~ CO\l.\I. ... o 0 ~().() ...~~ __ -- -- 28.3' -- -- Note: Bunder to ensure positive drainage away from structure(s). HANDICAP RAMPS Street access ramps to be installed in accordance with municipality requirements. l' ~. .~ , 'f Of't. OF> ;... .....\ S\,; TYPICAL SWALE SECTION ~ ~ =~= ~. ------. --~ ~ Assumed North Scale; 1- = 30' ...,... \ \ -- -~- -~ Lot # 206 Vb07.0075703 36.0' B- ~~~ -----....-'" -~--~ ~ ~ tfflf\.\VSS- fg;;!r>.~~5 ql b, I~ PER RECORD ORA\\1NG 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 #18057C 0205 F for the City of Carmel, Indiana dated February 19, 2003. ~GNA lURE : DATE: Note: Per Carmel zoning ordinance 26.1.1 : The residential district limits height to twent~five feet (25'), however 0 dwelling may be increased in height to thirty-five feet (35') pravide4 the side and rear yards ore increased on additional one foot (1') for each one foot (1') the structure exceeds the first twenty-five feet (25') in height. ~GNAlURE REPRESENTS CON~RMATION Of RECEIPT OF PLOT PlAN BY CUSTOMER.