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Home My WebLink About07060125 Receipts/Permits CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICATION For: Residential New Structures, Additions, Remodels, & AcccssOl) Buildings Permit #: 07060125 Date: 06/26/2007 PARCEL ID #: 1709290018001000 LOT & SUBDIVISION: 109 STANFORD PARK ADDRESS OF CONSTRUCTION: 13440 CUPPERTINO LN Township?: 18 Zoning: R2/ROSO PROPERTY OWNER INFORMATION: Name: RYLAND HOMES Ph. #: 3178462962 Fax #: Street Address: 9025 N. RIVER ROAD WESTFIELD, IN 46074 Flood Zone: N Lot Split: N 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: IRC (317) 846-4224 Email: MENGLAND@RYLAND.COM INDIANAPOLIS, IN 46240 PERMIT TYPE: RESSINGLE RESIDENTIAL SINGLE FAMILY DWEL Water Service by: CARMEL Sewer Service by: CTRWD Foundation Type: SLAB Manufactured Trusses: Y County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $195000 Sump Pump: Y Deck: Porch: N Square Footage: 3532 Model Home: Early Release ILP: N Special Notes/Conditions: LOT 109 STANFORD PARK, SINGLE FAMILY HOME . NO NOTES' This pennit is valid only if construction COllllIlences 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 elate. I, the undersigned, agree th::!t any construction, reconstruction, enlargement, relocation, or alteration of a structure, or any change in the use of land or structures requested by this 'lPplication will comply with, and conform to, all applicable laws of the State of Indiana, and the "Zoning Ordinance of Cannel Indiana - 199T (Z~ 289) and amendments, adopted under authority of I.C 36-7 et scq, General Assembly of the State of Indiana, and all Acts amendatory thereto. 1 further certify that only kitchen, bath, and Ooor drains are connected to the sanitary sewer. I further certify that the construction will not be used or occupied until a Certificate a/Occupancy has been issued by the Department of Community Services, Carmel, Indiana. APPLICANT NAME: RL 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 55.50 757.20 Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: e11ace~A j COpy # ~ Sec:28 Twp:18 Rng:03 Sub:STP Blk:2B Lot:109 PARCEL ID ........: 1709290018001000 DATE ISSUED. . . . . . .: 06/26/2007 RECEIPT #.........: 25525 REFERENCE ID # . ..: 07060125 SITE ADDRESS...... 13440 CUPPERTINO LN SUBDIVISION ......: STANFORD PARK 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 ---------- ------------- IRESELEMTR FLAT RATE IRESFINAL FLAT RATE IRESFTSLB FLAT RATE IRESROUGH FLAT RATE PRIF FLAT RATE RESC/O FLAT RATE RESSINGLE SQUARE FEET 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 1261.00 0.00 1261.00 0.00 1. 00 55.50 0.00 55.50 0.00 3,532.00 757.20 0.00 757.20 0.00 ---------- ---------- ---------- ---------- 2303.70 0.00 2303.70 0.00 TOTAL PERMIT : METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 2303.70 13314 ------------ ------------ 2303.70 Item 1 of CITY OF CARMEL 1 PERMIT RECEIPT OPERATOR: COPY # 11~ Sec:28 Twp:18 Rng:03 Sub:STP Blk:2B Lot:l09 PARCEL ID ........: 1709290018001000 DATE ISSUED.......: RECEIPT #.........: REFERENCE ID # .... SITE ADDRESS ...... SUBDIVISION ......: CITY. . . . . . .. . . . . . : IMPACT AREA ......: OWNER ............: ADDRESS ..........: CITY/STATE/ZIP ...: 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 06/15/2007 25453 07060124 13440 CUPPERTINO LN STANFORD PARK WESTFIELD RYLAND HOMES 13440 CUPPERTINO LN WESTFIELD, IN 46074 RYLAND HOMES LIC # XA-ISUP A-I SUPERIOR EXCAVATING 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 (317) 898-0767 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 NUMBER 13252 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07060124 Date: 06/15/2007 PARCEL ID #: 1709290018001000 LOT & SUBDIVISION: 109 STANFORD PARK ADDRESS OF CONSTRUCTION: 13440 CUPPERTINO LN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 13252 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 109 STANFORD PARK, SEWER 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 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 pvc 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- J 22(a), and sections P3008.1 and .2 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall be "open trench" insoected and approved bv the Cannel Sewer Department before anv backfilling 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 insoections 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 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 cuL a scnanlte street cut ncrmit shall he ohtaincrl_ APPLICANT NAME: R.L. ~ROCE rvrn ~, PAYMENT RECEIVED BY: FEES: $1,310.00 Regional Waste District, SF Residential 118692007 SANITARY SEWERPERMly INDIVIDUAL lOT / EXISTING BUilDINGS Permit Type Final Lift Station 23 126th Street Station Treatment Plant MIX' Subdivision Stanford Park Section Number 2B Builder Ryland Homes Parcel Acrei)ge Employees Square Footage lot Number 109 Address Number 13440 Street Cuppertino In City Westfield Zip_Code 4607 County Hainilton Plan Review and Inspection Application Fee EDU Fee $100.00 $1,650.00 Invoice Number. Interceptor Fee Fees Due $1,750.00 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 shalf be inspected by District personnEJI d~ring "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 Disirict's sanitary sewer system: The Di~tri.ct. will,assume no liability for drains which are below'the grade level of the nearest,downstream manhole nor for laterals which are extended beneatli 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 oUhis permit. I Inspections by the Di.strict are IVIANDATORY and.shall be arrarged by contacting the District's office at 844-9200 24 hours in advance. AIJ new construction wi.11 be placed on billing six,months after connection has been made or when water is connected, whichever comes first. Up SFP-742 SFP.,.741 l Down The building has'a: Grease Trap No Slab. Foundation No Lid Elevation 915.53 It 917.14fi. . , Grit Interceptor No Crawl Space No First Floor Elevation 917.50 It 917.50 It Grinder Station No Basement Yes Basement Elevation 908.50 It 908.50 It Calculation,is based on both ManllO/e rid Elevations and the. elevation of the. First Floor'I=":f:97I~~~~~O~3-~ Per Ordinance 9"13-99 and'the elevations provided. the substructure shall be plumbed by: xPhjmbe~ with GrinderPump , Installed (I( (~ The District reserves the right to inspect ail sump pump connections to ensure no illegal connectiOlls'have beE'" mad~. ;,t(.: " Manholes shall remain accessible at alltimes. Buried manholes viill be corrected by the Developer/Owner. Conditional Permit Terms: Plans Submitted No No Connection No Certificate,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 sanitary manhole and'top of casting elevation NO CONI'!ECTION to the.sew.er until further notification. 'Certificate of Insurance must be,on file with CTRWD listed as,certificate holder. 48 hours notice before.workstarts on manhole core drilling or cuts of active lines All District fees will be.paid in full. Approval'pending Distrids review: of plans. Copies of approved permits from appropriate' county or c' !o- No occupancy until further notification t Fats, Qilsand GreaseJacilities will abide by District s ~dar~;\ft; ~ :D, \3 ~ '0' ~.. ~,,\f\. .HAA1/L;r!~, 1gencies 1/, '. ,.... -":\ ';~. ." ,< ./?J {.;- fG10~~'~ ./ BY,Si9,ning below, I attest,that I am familiar with the Dist~ecificationsand ,agree to accept responsibililyJor all work done under this pe,rrriit. Builder / Owner Signature -?~?:~<A~ Phone Number PrintedName Z ~ c ~ APprov~. ,../"" ,--'''=-- Permit Date 6/15/2007 C.mdy-J..-F.eltner;-Director,of Adminis!ration.& Customer SelV;ce Permit'is valid forONE-YEAR'from the date issued. Permit valid only with CTRWD seal in red ink. Revised 4/26/07 Note: This drawing is bosed on construction pions or record drawings. and is not bosed upon a field survey. The SchneIder Corporation does not warrant the accuracy or sufficiency of this lnformotiOll. Contractors should verify existing conditions prior to any construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation immediotely. falling to do Plot Plan Legend so results in the contractors assumption of 011 Iiobllity. lliiM] Proposed Grades 000.0 Existing Grades Note: __ 000.0-- Contour Grode The basement elevation, depicted hereon, has been determined S.F.:!:, in * Approx. Lateral Location and based on the pad grades and/or contours token 'from - . - Sanitary Sewer Lines the construction pions for this subdi~sion. Unless slated, no -II' - Storm Sew~r Lines information about ftuctuating water tables, soil conditions. or - 'J - Water Service Un,es . soil twes has been provided or stated in said plans. This lot - - - - - - - Sub-Surface .orOlo LInes is located near 0 body of water. Lot or soil conditions may .It MBanhhlole I(SI ot"'(tsarty or) Storm) require that the basement floor elevation be held 2 foot ee ve ne orm b I I I r S't. t' t. b' um Curb Inlet (Storm) a ove norma poo e eva Ion. I e Inves Iga Ion may .e D End Section (Storm) needed if water is encountered during the excavation process (50' R/W) A Fire Hydrant or if other kno~n ~oter elevation or ~oil conditions ~re _ 0 0 0 _ 0 0 0 _ Flow Line of swale present. Investigation and any remedIal procedures IS at the discretion of the builder to determine and toke appropriate steps of action. If any ground water is encountered during excavation the builder is encouraged to contact The Schneider Corporation to discuss possible courses of action. 915.0 ..._ 914.7 ... .. 6' ASPHALT PATH/ ~ ,;.~., Schneider The Schneider Corporo.Uon 6901 otiI Avenue Hlaiorlc ,ort HantIon buIioDapolll, IBdlua 4a2t6-1037 317-626-7100 317-626-7200 FAX lDI!now, SUrv.ylDg I.ndocepe Arobltec\un GIS .US Ceol..,. This Plot Plan Prepored For: R.H. of INDIANA Lot # 109 , containing 5,393 Stanford Pork Sec. 2B Instrument # 200600049043 Plot Cabinet 4, Slide 126 Hamilton County, Cloy Township Sec. 29, T18N, R3E 13440 Cuppertino Lone Carmei, IN 46074 Prepared Oate: 06/07/07: By: AMA Proposed Buyer(s): Patricia Lee & Dennis K Mason Community Restrictions: Side Yard = 3' Rear Yard = N/A Ag9regate = 6' B.H. Zoning = R-2, ROSO Finished Floor Elevation Information Pod Grode = 915.3 per record drawing Pad Grade + 0.7' = Gorage FIT (916.0 ) Garage FFE + 1.5' = Residential FFE (917.5 ) Residential FFE - 9.0' = Basement FFE (90B.5 Note: Sanitary Sewer Tap of Casting Information Upstream Manhole, TC= 915.53 Downstream Monhole, TC=917.94 per record drawing Note: The contractor is to maintain a minimum distonce of ten feet (10') between the sanitary sewer and water line laterals. Ground Cover Calculations: Drive = 518 SFi ) Public Walk = 142 SFi Prlvote Walk = 38 SF i Hydroseedlng =1,102 SFi Sod =161 SYi, from rear of residence Optional Sod Packoge Hydroseeding = 47 SF i Addl. Sod Pkg.= 50 SY:t, to Rear easement. Note: The goroge finished floor elevation is 1.4' above the curb at the drive, per plan. Sidewalk to be placed online with property line, 5' from bock of curb, per pion. THE UPSTREAM MH TC ElEVATION SHALL BE NO LESS THAN 1'-0" BELOW RESIDENTIAL F.F.E. ... ;:j NgOi ~r--:ll wg . ~II~ x 0.: a::: wz>- 120.00' 915.3 72.75 0 ~!i !li~ "- ~~ ~~ ~ \<~ ~tl 8;;;tl ~g ~~ N ~'ll~ N m ~ ~~~ .. ::.i 58.75' o o o C< LD ..... N/C RE\1~ON CORRECTED ADDRESS 6-8-07 SKN SlGNAruRE: DAlE: SIGNATURE REPRESENTS COOFIRt.lAlI~ (J' RECEIPT (J' PLOT PLAN BY OJSTllllER. Nole: Sump pump(s) to be placed by builder as needed. Oetoil of t)1Jicol Ground Water flow pattern for -[~- =~= __ ~__ I - - - - ,~ Assumed North Scale: I" = 30' LOT # 109 VB # 07.0074072 Note: Builder to ensure positive drainage away from structure(s). SlR. # 741 TC-917.94 PER RECORD DRAIIING m ~ i3 ~ JO.D III B-B ~ W ;; :z: ~~ ::s II,r ~~-O I:z: ~f- ~~<.? 0:::: ~~i w ";:(15< 0.... IVlt-a..2i :=) / ~ U 1 ~ 1 is ~I ~ ~ z ;> o 1:, S OPr ~ ".. SLOPE TYPICAL SWt<.lE se:CllON FLOOO HAZARD STATEMENT CERTIFICA TION "\\\1\\\1\111111111/11/1111. ii>""'C- L /' w~ S'ii~\";) 'v"/>/,'0. #~~, .,.""".".,./r(/./~~ $ ~..,'~G\S TCf?~"",1Y;O~ ~~..'~ No ()"',<)~ I ( S0303 ) , ~ ". STATE OF ... ~ ~ C..... ..... ff ~ "i~;-.:.~DIA~.':.... ~~ ~;{f "SUR'~\~~ '1111111/1/111111\1\1\\1'" Oc-lfil Note: This drawing is not intended to be represented os 0 retrocement or original boundary survey, 0 route survey, or 0 Surveyor Location Report. Flood Hazard Statement: The accuracy of any flood hazard dato shown on this report is subject to mop scale uncertainty and to any other uncertainty in location or elevation on the referenced flood insurance rate mop. 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 #'8057C 0205F for the City 01 Carmel, Indiana (maps dated February 19, 2003).