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Home My WebLink About07050155 Receipts/Permits Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT Sec:20 Twp:18 Rng:3 Sub:STP B1k:2A Lot:168 PARCEL ID ........: ZSTP168 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 ......... 05/17/2007 25133 07050152 3362 MODESTO LN STANFORD PARK WESTFIELD RYLAND HOMES 9025 N RIVER RD CARMEL, IN 46032 RYLAND HOMES LIC # XA-1SUP A-I SUPERIOR EXCAVATING 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 (317) 898-0767 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT USFWATCONN FLAT RATE 1.00 1310.00 0.00 METHOD OF PAYMENT TOTAL PERMIT : 1310.00 0.00 NUMBER CHECK TOTAL RECEIPT : AMOUNT 1310.00 1310.00 13116 OPERATOR: p1ux I COpy # 1 THIS REC 1310.00 1310.00 , NEW! BAL ~~~~I~~~~ I : 0.00 Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT \J1U OPERATOR: elacey COpy # 1 Sec:20 Twp:18 Rng:3 Sub:STP Blk:2A Lot:168 PARCEL ID .. ......: ZSTP168 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. ........ OS/25/2007 25224 07050155 3362 MODESTO LN STANFORD PARK WESTFIELD RYLAND HOMES 9025 N RIVER RD CARMEL, IN 46032 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 3,651.00 769.10 0.00 769.10 0.00 ---------- ---------- ----~----- ---------- TOTAL PERMIT : 2373.10 0.00 2373.10 0.00 METHOD OF PAYMENT AMOUNT CHECK TOTAL RECEIPT : 2373.10 2373.10 NUMBER 13172 i / CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCA nON PERMIT APPLICATION For: RC5idcntial Nnv Structure5, Additions, Remodels, & Accessory Buildings Permit #: 07050155 Date: OS/25/2007 PARCEL 10 #: ZSTP168 LOT & SUBDIVISION: 168 STANFORD PARK ADDRESS OF CONSTRUCTION: 3362 MODESTO LN Township?: 18 Zoning: R2/ROSO WESTFIELD, IN 46074 Flood Zone: N Lot Split: N PROPERTY OWNER INFORMATION: Name: RYLAND HOMES Ph. #: 3178464200 Fax #: 3178464292 Street Address: 9025 N RIVER RD CARMEL, IN 46032 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: PERMIT TYPE: RESSINGLE Water Service by: CARMEL Sewer Service by: CTRWD Foundation Type: BSMT Manufactured Trusses: Y RESIDENTIAL SINGLE FAMILY DWEL County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $205000 Sump Pump: Y Deck: Porch: Y Square Footage: 3651 Model Home: Early Release ILP: N Special Notes/Conditions: LOT 168 STANFORD PARK. SINGLE FAMILY HOME. . NO NOTES' This pennit is valid only if construction commences within one (I) year of the date of issuance of the State Commercial Design Release. All constniction must be completed (C/O issued) within two (2) years of the issuance date. t, the undersigned, agree that any construction, reconstruction, enlargement, relocation, or alteration of a structure, or any change in the use of land or structures 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~ (2- 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 6mify that only kitchen, bath, and floor drains are connected to the sanitary sewet. I further certify that the construction will not be used or occupied until a : Certificate ofOccupal1cyhas been issued by the Department of Community Services, CarnIel, Indiana. APPLICANT NAME: TaNYA FEES: RES ELECTRICAUMETERB. 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 55.50 769.10 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07050152 Date: 05/17/2007 PARCEL 10 #: ZSTP168 lOT & SUBDIVISION: 168 STANFORD PARK ADDRESS OF CONSTRUCTION: 3362 MODESTO IN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK#: 13116 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 SEWERJlNATER PERMIT Special Notes/Conditions: LOT 168 STANFORD PARK. WATER PERMIT . NO NOTES' All installations shall be "ooen trench" inSDccted and aporoved bv the Carmel Sewer Deoartment before any 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. The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latcst revision; or vitrified clay pipe, meetingl 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 sh1all be in strict compliance with pertinent City of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Se~tion 9-122(a), and sections P3008.\ and.2 ofthc International Residential Code. All building sewers shall be 6" diameter. I i I No footing or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer. Sewer insDections 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. Jfany dtreet mllst he cuL :3 senl-lratc street cut nermit shall he ohtHincrL : APPLICANT NAME: TONYA GROCE '~O/Yy\ ~ PAYMENT RECEIVED BY: FEES: $1,310.00 SF Residential 113842007 Regional Waste Distric~ SANITARY SEWER PERMIT INDIVIDUAL LOT I EXISTlNG,BUILDINGS PermitType Lift Station 23 126th Street Station Treatment Plant MIX Subdivision Stanford Park Section Number 2A Builder Ryland'Homes Parcel Acreage Employees Square Footage Invoice Number Lot Number 168 Address Number 3362 ,.street Modesto Ln City Westfield Zip Code 46074 County Hamilton Plan Review and Inspection Application Fee EDU Fee Interceptor Fee Fees Due $100.00 $1,650.00 $1,750.00 p~EAsE NOTE: Installation of building sewer s,hall be perthe specifications ofthe Clay Township Regional Waste District (see reverse)and,any conditions noted below" All installatipns 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 (lther sources of ground or siormwater, shall be permitted to enier the District's sanitary sewersystem. The.District will assume no liability for drains which are below the grade level of the nearest downstream manhole nor for laierals which are extended bene~th driveways or sidewalks. The permit hOlder (property owner, developer or builder) will be responsible for damages to the Distric(s,sewersystem.. This includes damages to man!1oles, castings, manhole lids and the like; caused by construction activity on the building site whichJs the subject of this permit. Inspections by the District are MANDATORY and shall be arranged by contacting the Districfs office at 844~9200 24 hours in, advance, AII' new construction will be.placed on billing six months after connection has been made or when water is connected, whichever comes first. Up SFP-736 SFPl-729 Down The:building.has a: Grease Trap No Slab Foundation No Lid Elevation 917.29 It 915.26 ft Grit Interceptor No Crawl Space. No First Floor Elevation 919.80 It 919.80 ft Grinder Station No Basement Yes Basement Elevation 910.80 It 910.80 f\ Calculation is based'on both Manhole..Lid Elevations and"the-elevation of the First Floor .1-_.--2~1-1-'4~541 Per .ordinance 9-;3-9~ and'theelevations provided, the substructure shall be plumbed by: Plumbed with Grinder pumpl fl -'. Installed I ~ The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made. {o' 'Manholes shall remain accessible at all times.. Busied manholes will be corrected by the Developer/awner. 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 ,filewith CTRWD .listed as certificate holder. 48 hours notice before work starts on manhole core'drilling. or cuts of a~tive lines All Districffees wili'be paid in full. Approval pending Districts review of plans. ' Copies of approved permits from appropriate county or e1t,,\) ~'Ii . ~ No occupancy until further notification t:;-~ ~" '. 0 Fats, ails and Grease Facilities will abide by Distric 1limd'ej) ~ i 19/r.o S tP. . ~.... h ~ ;f]7' <"If/; it'" ()~L WAS~' By'signingbelow, I attest that r ,amfam' . with _the.DiS~f~specifications and agree to accept responsibility for all work doneund~r this permit. Builder) Owner Signature7.~< Phone Number SV'A - q J-t; J. v Printed Name ~/ ~/t tJ c';'::- APproved~~=- .---' PermitDate 5/17/2007 ( ~dr.;. 'eU;;, Director of Administration & Customer Service' - Revised 4/26/07 Penn1f1s;,.lid for .oNE-YEAR from the date issued. Permit valid only with .CTRWD seal.!n red ink. '~~ Schneider The Schneider Corporation 6001 Otis Avenue Hi!toric Fort Hanison IndlmopolJa, Indlmo 46216-1037 317-626-7100 317-626-7200 FAX EDgin....... -- Landace.pe Architecture GIS' US Geology Note: This drawing 1s based on construction plans or record drawings, and is not based upon 0 field surv~y. The Schneider Corporation does not warrant the accuracy or sufficiency of this information. Contractors' should verify existing conditions prior to any construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation immediately; foiling to do so results in the contractors assumption of all liability. ote: e basement elevation, depicted hereon, has been determined nd based on the pad grades and/OI' contours taken from the onstruction pions for this subdivision. Unless stated, no nformation about fluctuating water tables, soit conditions, or soil )pes has been pro..,;ded or stated on said plans. This lot is ocoted neor 0 body of wote'. lot or soli conditions may require hot the bosement f100f elevatlon be held 2 foot above normal 001 elevation. Site in...-estigation may be needed if water is countered during the excovatlon process or jf other known ater elevation or salls conditlons ore presenl Investlgatlon and ny ,emediol procedures is at the discretion of the builder to etermine and toke appropriate steps of action. If any ground atar Is encountered during el\CQ\'Gtlon ilia bu~det Is encouraged o contact The Schneider Corporation to discuss possible courses faction. Note: Sump pump(s) to be placed by builder as needed. ,\\\1\\\\\\\1111111111//// #\\\\ L c, //~ ,# ~ ..,...:.... ;P.0~ ~~ .....0\5 TE,9';:.... ~ /\~ ~ ..... N '(j' /'-' ~ ~~ ,",<:-v 0 ". /\::::::: I if 50303 ..)/" i % ..... STATE OF ./ ff ~ /', .' ~ ?:<" A""'./IvDrA~I'-....'~cff '%." ,I1'1l........,."....("" ~ "" "b SUD\I \. " "" ~1/1. ~,~# ///11111/11/111\\\\\1\1\\\\ ~l,Wr1 This drawing is not inL:d to~ b: represented as a retracement or original boundary survey, a route survey, or a Surveyor Location Report. SlR.p29.---. lC=915.26;/ j' G.B.L PER ASBUIL 1 .5' BLI. This Plot Plan Prepared For: R.H. of Indiana Lot # 168 , containing 8,650 S.F.:t, in Stanford Park Section' 2A INSlR. , 200600014565 PC 4, Slide 42 aay Twp, HomDton County Sec 29, TIaN, R3E 3362 Modesto Lone (50' R/Wl Carmel, IN 46074 Prepared Oate: 05/11/07 : By: AMA Proposed Buyer(s): Shown Christopher & Shannon Leigh Hitchc Community Restrictions: Side Yard =3' min. Rear Yard = N/A Aggregate = 6 (B.H.) R.H. of Indiana Finished Floor Elevation Information Pad Grade = 917.6 per plan Pad Grade + 0.7' = Garage FFE (91B.3) Garage FFE t 1.5' = Residential m (919.B) Residential FFE - 9.0' = Basement FFE (910.8) Note: The garage finished floor elevation is 0.8' above the curt at the drive, per plan. Ground Cover Calculations: Drive = 746 SFf Public Walk = 916 SFf Private Walk = 162 SFf Hydroseeding = 2,754 SFf Sod = 453 SYf, Irom Rear of residence. Optional Sod Package Hydroseedin9 =1,484 SFf Add!. Sad Pkg.= 141 SYf, to Rear easement. :10p ~ ~l 0.' ~ TYPICAL SWALE SECTION FLOOD HAZARD STATEMENT CERTlFICA TlON Plot Plan Legend [QQ[[] Praposed Grades 000.0 Existing Grades __ 000.0--- Contour Grade * Approx. Latera! Location - 8 - Sanitary Sewer Lines - If - Storm Sewer Lines - "wi - Water Service Lines - - - - - - - Sub-Surface Drain Lines . Manhole (Sanitary or Storm) . Beehive Inlet (Storm) IIlII Curb Inlet (Storm) D End Section (Storm) ..... Fire Hyt:lrGilt - 0 " " - " " " - Flow Line of swale - - Building Une (BL ! BSL) ck- - - - - - - Easement line Lot # 168 Vb07.0073591 ~ ~ =~= ~ Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC= 917.30 per plan Downstream Manhole, TC=915.26 per asbuilt Note: The contractor is to maintain a minimum distance of ten feet (10') between the sonitry sewer and water Hne laterals. Detail of Ground/ Storm Water flow pattern for indlviduol lots. I I \ I I~D I I \ Sidewalk to be placed " from property line, 4' from back of curb, per plan. Note: Builder to ensure positive drainage away from structure(s). LM.E. Assumed North Scale: ,. = 30' Cill:iJ 73.26 _ 10'.1.ML__~ 10' D.E' ~ ~I 3Ln: 32.6 OFnOfiACsODPACKAGt..J I 916.6 rnm ~ 7'X5' in I DECK N 4D.00' []]IT] W ---l <t: > >- :z: :z: =:> (/) []]ill 500 ( , u !ll ~ SITRUNG C fRM!djS1 RE~DENc[ <.0 o o '=' o o N BSIlNl( CllA\It 12.67'86.96' POR THREE CAR 8 GARAGE N N 30.0' B-B 6.5' 20.38' ~ a g ~ '=22.5' S.L 20' D.U.&S.S.E. SlR.'.~ '117;;"'7 lC=9",,,, 52 48' PER PlAN ' 26.0' 36.0' 5' WAU< to ANE 30.0' rmm - B-B MODESTO LANE ~----~ ------------------ i 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 aod re<1f )'lirds are increased an additional one foot (1') for each one foot (1') the structure exceeds the first twenty-five feet (25') in height. ROll CURB ~ Flood Hazard Statement: The accuracy of any nood 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 nood insurance rate map # 18057 0205F for City of Carmel, Indiana (maps dated February 19, 2003). ~GNA lURE : DATE: ~GNA lURE REPRESENTS CONnRMA]ON OF RECEIPT OF PLal PLAN BY CUS101lER.