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Home My WebLink About07070142 Receipts/Permits CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPUCA TION For: Residential New Structure\, Additions, Remodel,l, & Accessory Building,s Permit #: 07070142 Date: 07/31/2007 PARCEL 10 #: 1709290018002000 LOT & SUBDIVISION: 11 0 STANFORD PARK ADDRESS OF CONSTRUCTION: 13448 CUPPERTINO LN Township?: 18 Zoning: R2/ROSO PROPERTY OWNER INFORMATION: Name: RYLAND HOMES Ph, #: 3178462962 Fax #: Street Address: 9025 N, RIVER ROAD CARMEL, IN Flood Zone: N Lot Split: N 3178462442 INDIANAPOLIS, IN 46040 CONTRACTOR INFORMATION: Name: RYLAND HOMES Ph, #: (317) 846-4200 Fax #: (317) 846-4224 Email: MENGLAND@RYLAND,COM Street Address: 9025 N RIVER RD #100 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: 3208 Model Home: RESIDENTIAL SINGLE FAMILY DWEL County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $176000 Sump Pump: Y Deck: Early Release ILP: N Special Notes/Conditions: LOT 110 STANFORD PARK, SINGLE FAMILY HOME . NO NOTES' This pemlit is valid only if construction commences within one (1) year of the date of issuance of the State Commercial Design Release. All constrllc~ion must be completed (C/O issued) within two (2) years of the issuance date. ' 1, the undersigned, agree that any construction, reconstruction, enlargemenl, relocation, or alteration of a structure, or any change in the use of land or slruc~ures requesled by this application will comply with, and conform to, all applicable laws of the State of Indiana, and the ~Zoning Ordinance of Cannel Indiana - I993TI (Z-289) and amendments, adopted under authority of LC. 36~7 et seq, General Assembly of the State of Indiana, and all Acts amendatory thereto. I further ce~tify that only kitchen, bath, and f100r drains afe connected to the sanitary sewer, I further certify that the construction will not be used or occupied until a Certificate of Occupa.ncyhas been issued by the Department of Community Services, Carmel, Indiana. APPLICANT NAME: RL FEES: RES ELECTRICAL/METERs' RES FINAL 57,50 RES FOOTING & UNDRSLB 2ND REQ'D FOOT/UNDSLAB RES ROUGH-IN PARK & REC, IMPACT FEE RESIDENTIAL CIO SINGLE FAMILY DWELLING GROCE 57,50 57,50 57,50 57,50 1261,00 55.50 724,80 Item 1 of CITY OF CARMEL 1 PERMIT RECEIPT OPERATOR: plux COpy # 1 Sec:28 Twp:18 Rng:03 Sub:STP Blk:2B Lot:ll0 PARCEL ID ........: 1709290018002000 DATE ISSUED.......: 07/20/2007 RECEIPT #.........: 25813 REFERENCE ID # ...: 07070141 ~ SITE ADDRESS. ..... 13448 CUPPERTINO LN SUBDIVISION. .....: STANFORD PARK CITY .............: CARMEL 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 FEE ID UNIT QUANTITY USFWATCONN FLAT RATE UWATERTAP FLAT RATE TOTAL PERMIT : METHOD OF PAYMENT 1. 00 1. 00 AMOUNT PD-TO-DT THIS REC NEW BAL ---------- ---------- ---------- ---------- 1310.00 0.00 1310.00 0.00 86.00 0.00 86.00 0.00 ---------- ---------- ---------- ---------- 1396.00 0.00 1396.00 0.00 AMOUNT NUMBER CHECK TOTAL RECEIPT : 1396.00 13428 1396.00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07070141 Date: 07/20/2007 PARCEL ID #: 1709290018002000 LOT & SUBDIVISION: 110 STANFORD PARK ADDRESS OF CONSTRUCTION: 13448 CUPPERTINO LN CARMEL, IN PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 13428 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 110 STANFORD PARK, WATER PERMIT . NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitriJied clay pipe, meeting ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in \"''filing. The sewer; shall be installed in accordance \vith 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 \vith City Code Section 9-122(a), and sections P3008.1 and.2 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall be "oocn trench" insoected and aooroved by the Carmel Sewer Deoartment before any backfillinQ is done. Non- compliance may result in digging up the sewer installation and/or denial of future sewer pennits 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 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. Ifan)' street mllst he CIlT. a senllmte street cut nermil shall he ohtained. APPLICANT NAME: RL GROCE PAYMENT RECEIVED BY: TOrry\ tLAJ.JJ; FEES: ~ $1,396.00 Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: e11aCeY\1~ / COpy # V Sec:28 Twp:18 Rng:03 Sub:STP Blk:2B Lot:110 PARCEL ID ........: 1709290018002000 DATE ISSUED.. .....: 07/31/2007 RECEIPT #. ........: 25875 REFERENCE ID # .... 07070142 SITE ADDRESS ...... 13448 CUPPERTINO LN SUBDIVISION ......: STANFORD PARK CITY .............: CARMEL IMPACT AREA ......: OWNER .... ........: RYLAND HOMES ADDRESS. .........: 9025 N. RIVER ROAD CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46040 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 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 3,208.00 724.80 0.00 724.80 0.00 ---------- ---------- ---------- ---------- TOTAL PERMIT : 2328.80 0.00 2328.80 0.00 METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 2328.80 13509 2328.80 SF Residential 00007 Regional Waste District SANITARY SEWER PERMIT INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Lot Number 110 Lift Station 23 126th Street Station Address Number 13448 Treatment Plant MIX Street Cuppertino Ln Subdivision Stanford Park City Westfield Section Number 2B Zip Code _4607:4 Builder Ryland Homes County Hamilton Parcel Acreage Plan Review and Inspection Employees Application Fee $100.00 Square Footage EDU Fee $1,650.00 EDU 310 Interceptor Fee -------------- Invoice Number Fees Due $1,750.00 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 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. Inspections by the District are MANDA TORY 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. The building has a: Grease Trap No Grit Interceptor No Grinder Station No Up SFP.742 SFP-741 Down Slab Foundation No Crawl Space No Basement Yes Lid Elevation 915.53 ft 918.00 It 917.14 It 918.00 It First Floor Elevation Basement Elevation 909.00 It 909.00 ft 2.471--0:86J Calculation is based on both Manhole Ud Elevations and the elevation of the First Floor C Per Ordinance 9-13-99 and the el~vations provided, the substructure shall be plumbed by: xPlumbed with Grinder Pump Instal/ed ~ The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made. 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 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 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 cuts of active Jines All District fees will be paid In full. \,,\l\~NA '/14..1.' \:)'<i: '1)_' Approval pending Districts review of plans. ~<<., ~1\ '" C' Cr.l. 0 Copies of a pproved permits from appropriate county or city Ir2encieCTP. ~ No occupancy until further notification ~ fl~VD-:,. a . Fats, Oils and Grease Facilities will abide by District standar 11 ' '%-", <)"-" -9"CIONAL '-N~$~ By signing below, I attest that r am familiar-with the Dist ict's s ecifications and'agree to accept responsibility for all work done under this permit Builder I Owner Signature Printed Name /' L.. i'fi d cC:: ...--------....) Approved...By C ~ ~rrdY--J. Fertner,-Director of Administration & Customer Nice Revised 4/26/07 c ~ Phone Number Permit Date 7/20/2007 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. ., - ~~ Schneider Note: This drawing is based on construction plans 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 any construction. Any discreponcy found on this drowing should be reported to The Schneider Corporation immediately,: failing to do Plot PIon LeQend so results in the contractors assumption of all liabDity. l:m[I Proposed Grades N t 000.0 Existing Grodes 0 e: __000.0- Contour Grode The basement elevation, depicted hereon, hos been determined in * Approx. lateral Location and bosed on the pod grades and/or contours token from - · - SanItary Sewer Unes the construction pions for this subdivision. Unless stated, no -.- Storm Sewer Liles - '1,/ _ Water Service L..i1es information about fluctuating water tobles, soil conditions, or - - - - - - - Sub-Surface Oraln Unes soil t;pes has been provided or stated in said plans. This lot · ~onh~. (Sanll..y or Storm) is located near 0 body of woter. Lot or soil conditions may I ~:I~I~;I(~t~)) require thot the bosement floor elevotion be held 2 foot D End Section (Slorm) obove normol pool eievotion. Site investigotion moy be A rife H~ant needed if water is encountered during the excavation process - 00 0 - 0 . 0 - Flow Une of swole or If other known water elevation or soil conditions ore 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. Tho Sehndder Corporation 8901 OUJ Avenue HiAorie Fort Hmiaon IndlanapollJ. Indlano 442l8-1037 317-826-71110 317.826-72110 TAX This Piot Plan Prepared For: R.H. of INDIANA Lot # 110 , contoining 5,400 Sf.f, Stonford Pork Sec. 28 Instrument # 200600049043 ~ Plot Cabinet 4, Slide 126 ~ Hamilton County, Cloy Township . ~ Sec. 29, T18N, R3E ~ 13448 CUPPERnNO LANE (50' R/W) ~ -....Qganel, IN 46074 ~ Prepared Dote: 7-12-07 : By. SKN Proposed Buyer(s): Paul L. and Nancy J. Gitelson Community Restrictions: Side Yord = 3' Reor Yord = NIA Aggregote = 6' B.H. Zoning = R-2, ROSO Finished Floor Elevation Information Pod Grode = 915.8 per record drowing Pod Grode + 0.7' = Goroge FfE (916.5 ) Goroge FFE + 1.5' = Residentiol FFE (918.0 ) Residentiol FfE - g.O' = Basement FFE (909.0 Note : The garage finished floor elevation is 1.6' above the curb at the drive, per pion. Ground Cover Calculations: Drive = 526 SF t Public Waik =142 SFt Privote Wolk = J8 Sf t Hydroseeding =n/o SFt Sod =284 SYt, from entire yard 914.0 33.6' c.J I 0 c :~ 0 '" ..-; '!! .... ~~ B~ 21.1 94.0 . 21.2'1 ~ ilI&\neerlq SunOJinl LendJoape Architecture QJS .us Geology Note: Sanitary Sewer Top of Costing Information Upelreom Monhole, TC= 915.53 Downstreom Monhole, TC=917.94 per record drawing Note: The contractor is to maintain o minimum distonce of len feet (ID') between the sanitary sewer and water line laterols. Sidewalk to be placed online with property line, 5' from bock of curb, per pion. UPSlREAM SANITARY MH NOTE The upstream sanitary manhole T.C. eievotion shall be no iess than one foot (1'-0.) below residentiol F.F.[ 120.00' 4.5' ,gr.a9 LOT # 110 VB # 07.0076964 o ~ =li:5l= Nole: Sump pump(s) to be ploced by builder os needed. Note: Builder to ensure positive drainage away from struclure( s). o Assumed North Scale: 1. = 30' 5~r W :z: <( --.J o :z: I- ~I WI CL I => I UI <.0 ~ Y' -i'- ~III N SIR. # 741 IC=917.94 PER RECORD DRAVI1NG ~ i3 eJ '" 9153 26.036.0 ~ LO S~ ;<j .81 "'i~ 1:li ~ '" ~~I ~h ~ ~f.otIlr.tt 4.5 ~ '" ~~~ lltj ;i, I'; ~~ . < <ll! ~~ r- <=~ 00'6 B; . 1;; ~ ~~ g ,. 12 .1 * oj "- 915.3 ~ ;::,~ ~g 7275 .0. SIGNATURE : DATE: SIGNATURE REPRESENTS ccmRUA~ f$ RECEIPT Cf PlOT PI..AH BY CUS'TOWER. <!: ~ svf SIR. # 742 IC=915.53 PER RECORD DRAVI1NG FLOOD HAZARD STATEMENT CERnFiCA nON ,,\\\\11\1111111/1111/11111. ~'"\\' <: L I' ~~~ ~ ~ '.':l 'v;4/, ~ ~ ~ ~ '\ ................ /T t/L-I' ~ ff ~...:i.G\S T('IY~.......A~ &c---.. /~ No ()\;<>~ ~. f i 50303 ...\ , :i g ~ .: ~ ., ~ E. ~ .... STATE OF".... ~ . '. ~ ". ..' ~ ... ~~>:.,yO'A~!':....~$ TYPICo\l SWAt.( SEcnON ,%'/"J ..s....U..R..,i \:~ $' ~ijij/, , ~,*,\~ ~/III/lI1IIIIIII\\I\lI\I\" ~l~ Note: This drawing is not intended to be represented as a retracement or original boundary survey, a route survey, or a Surveyor location Report. Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to mop scale uncertainty and to any other uncertainty in location or elevation on the referenced flood insuronce rote mop. All of Ihe within described lond DOES NOT LIE within that special flood hazard zone A as said land plots by scale on flood insurance rate map #18057C 0205F for the City of Cormel. Indiano (mops doted Februory 19, 2003).