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Home My WebLink About07050071 Receipts/Permits Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT , OPERATOR: vdolari COpy # 1 Sec:20 Twp:18 Rng:3 Sub:STP Blk:2A Lot:133 PARCEL ID ........: ZSTP133 DATE ISSUED.......: 05/14/2007 RECEIPT #.........: 25061 REFERENCE ID # ...: 07050071 SITE ADDRESS ...... 13722 SUNNYVALE LN SUBDIVISION .. ....: STANFORD PARK 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 HOOMES 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 3,902.00 794.20 0.00 794.20 0.00 ---------- ---------- ---------- ---------- TOTAL PERMIT : 2398.20 0.00 2398.20 0.00 METHOD OF PAYMENT AMOUNT NUMBER CHECK 2398.20 13100 ------------ ------------ TOTAL RECEIPT : 2398.20 CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICA nON For: Residential New Structures, AdditiollS, Remodels, & Accessory Buildings Permit #: 07050071 Date: 05/14/2007 PARCEL 10 #: ZSTP133 LOT & SUBDIVISION: 133 STANFORD PARK ADDRESS OF CONSTRUCTION: 13722 SUNNYVALE LN Township?: 18 Zoning: R2/ROSO PROPERTY OWNER INFORMATION: Name: RYLAND HOMES Ph. #: 3178464200 Fax #: 3178464224 Street Address: 9025 N RIVER RD INDIANAPOLIS, IN 46240 WESTFIELD, IN 46074 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 PERMIT TYPE: RESSINGLE Water Service by: CARMEL Sewer Service by: CTRWD Foundation Type: BSMT Manufactured Trusses: Y Porch: N Square Footage: 3902 Model Home: (317) 846-4224 INDIANAPOLIS, IN 46240 Email: MENGLAND@RYLAND.COM RESIDENTIAL SINGLE FAMILY DWEL County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $190000 Sump Pump: Y Deck: Early Release ILP: N Special Notes/Conditions: LOT 133 STANFORD PARK. SINGLE FAMILY. . NO NOTES' This permit is valid only if construction commences within one (I) year of the date of issuance of the State Commercial Design Release. All construction must be completed (C/O issued) within two (2) years of the issuance date. I, the undersigned, agree that any construe:tion, reconstruction, enlargement, relocation, or alteration of a structure, or any change in the use of land or structures requested b}' this application will comply with, and conform to, all applicable laws of the State of Indiana, and the ~Zoning Ordinance of Carmel Indiana - 1993n (Z~ 289) and amendments, adopted under authority of LC 36-7 et seq, Genera! Assembly of the State of Indiana, and all Acts amendatory thereto. 1 further certify that only kitchen, bath, and floor drains are connected to the sanitary sewer. I further certify that the construction will not be used or occupied until a Certificate of Occupancy has been issued by the Department of Conununity Services, Carmel, India.na. 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 55.50 794.20 Item 1 of CITY OF CARMEL 1 PERMIT RECEIPT Sec:20 Twp:18 Rng:3 Sub:STP Blk:2A Lot:133 PARCEL ID ........: ZSTP133 DATE ISSUED.......: 05/09/2007 RECEIPT #. ..... ...: 25027 REFERENCE ID # ...: 07050070 SITE ADDRESS ...... 13722 SUNNYVALE LN SUBDIVISION ......: STANFORD PARK 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.. ....... FEE ID UNIT QUANTITY USFWATCONN FLAT RATE TOTAL PERMIT : METHOD OF PAYMENT AMOUNT CHECK TOTAL RECEIPT : 1310.00 ------------ ------------ 1310.00 RH OF INDINA, LP LIC # XA-1SUP A-1 SUPERIOR EXCAVATING 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 (317) 898-0767 OPERATOR: COpy # 1 twedding 1 I I I I , I 1. 00 AMOUNT PD-TO-DT THIS REC NEW IBAL ---------- ---------- ---------- ~~~~]~~~~ 1310.00 0.00 1310.00 ---------- ---------- ---------- 1310.00 0.00 1310.00 0.00 NUMBER 13084 \ , \ ) CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07050070 Date: 05/09/2007 PARCEL 10 #: ZSTP133 LOT & SUBDIVISION: 133 STANFORD PARK ADDRESS OF CONSTRUCTION: 13722 SUNNYVALE IN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RH OF INDINA, lP CHECK #: 13084 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 133 STANFORD. WATER. . NO NOTES' I The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 oflatest 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 sewc} shall be installed in accordance with ASTM 2321 for pve pipe and the Uniform Plumbing Code for the State of Indiana. All installations sh~1I be in strict compliance with pertinent City ofCarmcl 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 "open trench" inspected and aODfoved by the Carmel Sewer Deoartment before any backfillinl! is done. Non- compliance may result 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 water or storm water shall be permitted to enter the public sewer. Sewer inspections should be requested at (317) 571-2648 one to four hours in advance. I 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 must he Cllt. fl Senflrflte street cut ncrm;t shall he ohta;nco. APPLICANT NAME: TONJA GROCE "Y."TR,e'N'D B",~a Vel d73k FEES: $1,310.00 Permit Type Final Lift Station 23 126th Street Station Treatment Plant MIX Subdivision Stanford Park Section Number 2A Builder Ryland Homes Parc.el Acreage Employees Square Footage SF Residential 1J32Ti2007 Invoice Number Regional Waste District! . I SANITARY SEWER PERMIT INDIVIDUAL LOT / EXISTING BUILDINGS Lot Number 133 Address Number 13722 Street Sunnyvale Ln City Westfield ..;-0,-.,=.,..;.--.---""-'--"-- Zip Code 46074 County Hamilton Plan Review and Inspection Application Fee EDU Fee In'terceptor Fee Fees Due T' $100.00 $1,650.00 $1,750.00 PLEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Towns.hip Regional Waste District (see reverse) and.any conditions noted below. All installations s,hall be inspected by District personnel d~ring "open trench" phase and before backfilling with stone to tweive 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) w\H be responsible for damages to the District's sewer system. This includes damages to manholes, castings, ,manhole lids and thelike;,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 orwhen water is connected, whichever comes first. The building. has'a' Grease Trap No Grit, I nterceptor No Stab Foundation No Crawl Space No Up SFP"739 SFPl-701 Down Lid Elevation 916:22 ft 916.9 ft First Floor Elevation 918.10 ft 918.10f~ Grinder Station No Basement Yes Basement Elevation 909:10 ft 909.10 it Calcujation is based qn .both Manhole Lid Elevations.and the eJevatiof1oftheFirst Floor [= 1~88]-=-1~2'-Ql Per Ordinance 9'13-99 and the elevations provided, the substructure shall be plumbed'by: Plumbed With Grinderpumpl f!, . . Installed i (t C, The District reserves the right to inspect all sump pump, connections to ensure no illegal connections have been made. '.e v. Manholes,shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. Conditional Permit Terms: Plans Submitted No No Connection No Certificate oflnsurance 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.!;ihowing at least o'1e .sanitarymanhol.eand 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 before work starts on manhole core.drilling or ctive lines \,,\l\~NA. HA,jr,' All District fees will be paid'in full. ,,-'<- <>~ '<'~ Approval p~nding Districts review of plans. t" _ ~ Copies of approved pe,l1)its from aPe 00"'" ~"' \~ ,"clI?~. ? No occupancy until furthernotificatipn _ _ ~ t Fats, Oils and Grease Facilities will'abideby District st m Jds .. :s<-<>'i?"$. . (<'G/ONAL 'N~S Bys.igning below, I attest that I am familiar w. the District's s e ' cations and agree to accept'responsibility for all work done'under-this permit. ~/ --?" Builder / Owner'Signature ~. < . - phone Number Printed Name /. ( r::/c?cJ Ce , Approved By "-- ~~ / Permit Date 5/9/2007 Candy J, Feltner, Director of Administration & Customer Service Permitis valid for ONE"YEAR from the date issued. Permit valid only with CTRWD seal in red ink. Revised 4/26/07 - ~.,. Schneider This Plot Plan Prepared For: R.H. of Indiana Lot # 133 , containing 7,800 S.F.:l:, in Stanford Pork Section, 2A INSlR. , 200600014565 PC 4, Slide 42 Ooy Twp, HomDton County Sec 29, TIaN, RJE 13722 Sunnyvale Lane -~-~~~~~~ [~ Prepared Date: 05(03(07: By: AMA Proposed Buyer(s): Matthew & Laura Giordano The Schneider Corporation 8901 Otis Avenue Historic Forl Harrison Ind!amlpoJlJ, llldJana 462l6-1037 SI7-826-71oo SI7-1l28-72oo FAX (50'R/W) Community Restrictions: Side Yard =3' min. Reor Yard::;: N/A Aggregate = 6 (S,H,) R.H. of Indiana Finished Floor Elevation Information Pod Grode = 915,9 per plan Pod Grode + 0.7' = Garage FFE (916,6) Garage FFE + 1.5' = Residential m (918,1 ) Residential m - 9,0' = Basement FFE (909,' ) Note : The gorage finished f1oO( elevation is 1.5' above the curb at the drive, per pion. 15' R,DE 914,8 5' R,D,[ ...., ... """or-- WcqN '" 00- <(0'" ....J0l1I ~"r:r: F=a..:>- Ul '0 x:Zo W 47,6' '0 o u-jw..! <DO '" 35,6' 1>:1 :~ ~ I", I~ i5 Nole: 915,0 Sump pump(s) to be placed br' builder os needed. ED&lnoerin& s.r.e,tng Landscape Arc:hltecl.ure GIS .1lS Geology Plot Plan legend [QQQ]] Proposed Grades 000,0 Existing Grades __ 000.0-- Contour Gmde * Approx. Lateral Location - a - Sanitary Sewer Lines -If - Storm Sewer lines - IJ - Water Service Lines - - - - - - - Sub-Surface Drain Lines . Manhole (Sanitary or Stomn) . Beehive Inlet (Storm) II1II Curb-Inlet (Storm) D End Section (Slomn) ..... Fire Hydrant - 0 0 0 - 0 0 0 - Flow Line of swale Building Une (Bl / BSl) - - - - - - - Easement Line Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC= 916,30 per plan Downstream Manhole, TC=916.90 per record drawing Note: The contractor is to maintain 0 minimum distance of ten feet (10') between the sanitry sewer and water line laterals. ----------~H I Note: This drawing is based on construction plans or record drawings, and is not based upon 01 field survey, The Schneider Corporation does not warront the accuracy or sufficiency of this infonnation. Contractors should verify existing condition's 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: Per Carmel zoning ordinance 26. t.l 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 yords ore increased on additional one foot (1') for each one foot (1') the structure exceeds the first twenty-five feet (25') in height.. - - - Detail of Ground/ Storm Water flow pattern for individual lots. Lot # 133 Vb07.0073091 ~ ~ =~= ~ [Q] ~M- -~~ - - -- Note: Builder to ensure positive drainage away from structure(s). Assumed Narth Scale: 1- =.30' ;;g ci "0 Co< '0 0 .n ~ in . I ~f '" I ~ I "Ie ' "' I ;~ m ~!e w :z: '" ~:5 <( .. '" '-"- ---l ~ ( ~~ '" c w r- r :l11 ---l <( > 1~ V-. . ~ :z: . :: ~~ I'" 120,00' 1915,5 I 16.0' 2S,33 8 0" ~~ 19.04' :2 26.0' ~ 2:00' ,,~ ~III",~ 1'", l'l I-~ 12,00' ~ .~t'5 ~::!S 34.38' 8 -< ~ fi?;;~ iil~", i;;h ,.., ~ ~ ~ z ~ 120,00' Note: The basement e1evotioo, depicted hereon, has been determined and based on the pad grades and/or contours token from the construction pions for this subdivision. Unless stated, no information about lIuctuatlng water tables, soil conditions, or soD t)pes has been provided or stated on soid plans. This lot is located near <:I body of water. Lot or son conditions may require that the basement floor elevotlon be held 2 foot above normal pool elevation. Site investigation may be needed If water is encountered during the excavotion process or if other known woter elevation or soils conditions ore present Investigation and any remedial procedures Is at the discretion of the buHder to determine and toke appropriate steps of action. If any ground water is encountered during excavation the bu~der Is encouroged to contact The Schneidef CorpOfotlon to dIscuss possible courses of action. !I ~ TYPICAL SWALE SECTION Ground Cover Calculations: Drive = 513 SFt Public Walk = 244 SFt Private Walk = 52 SFt Hydroseeding = 2,952 SFt Sod = 304 SYt, from Rear of residence. Optional Sod Package Hydroseeding =975 SFt Add!. Sod Pkg,= 220 SYt, to Rear easement. This drawing is not intended to be represented os a retrocement or original boundary survey, 0 route survey, or 0 Surveyor Location Report. F=lood 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 A as said land plots by scale on flood insurance rate map # 18057 0205F for City of Carmel, Indiana (maps dated February 19, 2003). [IDI] Sidewalk to be placed l' from property line, 4' from bock of curb, per plan. SIR,' 701 V TC=916,90 ' PER RECORO' ORA\IotNG I , FLOOD HAZARD 5T A TEMENT CERllFICA 1l0N >I\I\\\\\\\IIIIII/I/II/J/1. >>~\\ l I//,I~ I >'1>' ,S 'C'/' '% ~ ~,,,,,,,,,,,,,.,,/f't'l~ ff <,,~,,"~G\SNT eJ? .t.........,..o~ ~~~..~ 0 <) ". ;o~ 2!'" . ". I ~ I ( 50303 ) i I % .... STATE OF .... ,tf \ <";~>:.IvOI A~!:'.....~ 'l ~;:!! "s'uR~\i~ 1/111/JIIIIIIIIII\\\I\\\\I\ ~l~ ~GNA lURE : OAlE: ~GNA lURE REPRESENTS CONRRMA TION OF RECEIPT OF PLOT PLAN SY CUSTOMER,