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Home My WebLink About07050062 Receipts/Permits Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: COPY # llux ~ Sec:20 Twp:18 Rng:3 Sub:STP Blk:2A Lot:157 PARCEL ID ........: ZSTP157 DATE ISSUED.......: 05/16/2007 RECEIPT #.........: 25108 REFERENCE ID # .... 07050062 SITE ADDRESS...... 3433 MODESTO 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 ......... RH OF INDIANA, LP 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 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 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 3,355.00 739.50 0.00 739.50 0.00 ---------- ---------- ---------- ---------- 2343.50 0.00 2343.50 0.00 TOTAL PERMIT : METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 2343.50 13110 ------------ ------------ 2343.50 Item 1 of CITY OF CARMEL 1 PERMIT RECEIPT OPERATOR: COPY # llUX~ Sec:20 Twp:18 Rng:3 Sub:STP Blk:2A Lot:157 PARCEL ID ........: ZSTP157 DATE ISSUED.......: 05/09/2007 RECEIPT #.........: 25017 REFERENCE ID # .... 07050061 SITE ADDRESS ...... 3433 MODESTO 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 ......... RH OF INDIANA, LP 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 0 00 1310 .00 o. 00 ---------- ---------- ---------- ---------- 1310 .00 0 00 1310 .00 0 00 FEE ID UNIT QUANTITY AMOUNT NUMBER CHECK TOTAL RECEIPT : 1310.00 13080 -----------~ ------------ 1310.00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07050061 Date: 05/09/2007 PARCEL ID #: ZSTP157 LOT & SUBDIVISION: 157 STANFORD PARK ADDRESS OF CONSTRUCTION: 3433 MODESTO IN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RH OF INDIANA, lP CHECK #: 13080 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 157 STANFORD PARK, WATER PERMIT . NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 oflatcst revision; or vitrified clay pipe, meeting I ASTM specifications C-700 for extra strength clay pipe of latcst 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 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 9-122(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 approved bv the Carmel Sewer DeDartment 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 pcrmitted to cntcr thc public sewer. Sewer inspections 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 arc made at least 24 hours in advance. All plumbers or contractors installing sewer (or water) hnes shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. Ifany street must he cuL <I sennrnte street Cllt ncrmit sh<llf he nhtaincrl. I APPLICANT NAME: TONJA GROCE PAYMENT RECEIVED By~4i:YHl ~ FEES: . $1,310.00 SF Residential 166092007 I Regional Waste District \ SANITARY SEWER PERMIT I INDIVIDUAL lOT I EXISTING BUILDINGS Permit Type Final Lift Station 23 126th Street Station Treatment Plant MIX Subdivision Stanford Park Section Number 2A Builder Ryland Homes Parcel Acreage Employees Square Footage lot Number 157 Address Number 3433 Street Modesto Ln City Westfield Zip Code 46074 -. County Hamilton Plan Review and Inspection Application Fee EDU Fee $100.00 $1,650.00 Interceptor Fee. Invoice Number Fees Due $1,750.00 PLEASE NOTE: Installation of building sewer shall be per the specifications of the Clay TownSh~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 hoider (property owner, deveioper 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 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 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 It Grit Interceptor No 'P/crawl Space-No f...:, First Floor Elevation 917.80 It 917.80 It Grinder Station No 'i!/ Basement Yes Basement Elevation 908.80 It 908.80 It Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor I O.51l--i5'~ I \ Per Ordinance 9-13-99 and the elevations provided, the substructure shail be plumbed by: Plumbed with Grinder Pump . Installed ~ The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made. ,It{ Manholes shail remain accessible at ail 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 lines All District fees will be paid In full. .,'\l\~llA' HA.If!~l: ~ '''' O.p Approval pending Districts review of plans. f!:"; % ;$- ~ Copies of approved permits from appropriate county or city a~ncieCTRWD 2 No occupancy until further notification \~ !:2 Fats. Oils and Grease Facilities will abide by District standard~~, h~f!' J'-s;.,o ,,'~ IIEG/ONAl 'Il~ I By signing below, I attest that I am familiar with the Distric' specifications and agree to accept responsibility for all work done under this permit. Builder I Owner Signature 7;:. ~ ~cJ e--l-- Phone Number Printed Name /C L rid r:L ( Approved B tor of Administration & Customer Service Permit Date 51912007 Revised 4/26107 Permit is valid for ONE-YEAR from the date Issued: Permit valid only with CTRWD seal in red ink. ~ ~.,. Scmeider This Plot PIon Prepared For: R.H. of Inillano Lot # 157 , containing 6,600 S.F.:i:, in Stanford Pork Section' 2A INSlR. , 200600014565 PC 4. Slide 42 Qoy Twp, HomDton County Sec 29, TI8N, RJE 3433 Modesto Lane (50'R/W) ~:J~~~~7J Preporea Oo'te: 05/03/07: By AMA Proposed Buyer(s): Oong Xie & Guigui Wang The Schneider Corporation 8901 Otis Avenue HiatorU: fort Harrison Indlanapolb, Indiana l62l6-1037 317-826-7100 317-626-7200 FAX ~oerlDg Surveying Landscape Arehltecture GIS .IJB Geology Plot Plan Legend []QQ]] Proposed Grades 000.0 Existing Grades ...-000,0- Contour Grade * Approx. lateral Location - 8 - Sanitary Sewer lines -sr- Storm Sewer lines - 'oJ - Water Service LInes - - - - - - - Sub-Surface Drain Lines . Manhole (Sanitary or Storm) $ Beehive Inlet (Storm) III Curb Inlet (Storm) D End Section (Storm) .... Fire Hydrant - "" " - " "Q - Flow line of swele Building Une (BL / BSL) - - - - - - - Easement line Community Restrictions: Side Yard =3' min. Rear Yard = N/A Aggregate = 6 (B.H.) Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC= 917,30 per plan Downstream Manhole, TC=915.26 per record drawing R.H. of Indiana Finished Floor Elevation Information Pod Grode = 915.6 per plan Pod Grode + 0.7' = Garage FFE (916.3) Garage FFE + 1.5' = Residential FIT (917.B) Residential FIT - 9.0' = Basement FFE (908.B) Note: The contractor is to maintain a minimum distance of ten feet (W') between the sanitry sewer and water line laterals. / _..J.t., Note: This drawing is based on construction plans or record drawings, and is not based upon a field survey. The Schneider Corporation does not worrant 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, Nate: Per Carmel zoning ordinance 26.'.1 : The residential district limits height to twenty-five feet (2S'), however 0 dwelling may be increased in height to thirty-five feet (3S') provided the side and reor yards ore increased an additional one foot (1') for each one foot (1') the structure exceeds the first twenty-five feet (25') in height. I Lot # 157 Vb07.0073086 ~ ~ =,R1= ~ Detan of Groundl Storm Water flow pattern for indi'viduallots, I \ I I '/~' II I \ I I Note: Builder ta ensure positive drainage away from structure{s). Ground Cover Calculations: Drive = 513 SFi Public Walk = 194 SFi Private Walk = 52 SF i Hydroseeding = 2,5B4 SFJ: Sod = 226 SYJ:, from Rear of residence. Optional Sod Package Hydroseeding =825 SFi Addl. Sod Pkg.= 195 SYi, to Rear easement. Note: The garage finished floor elevation is 1.5' above the curb at the drive, per plan. S11t,729 TC=915.26 PER RECORD ORA'" MODEST 30.0' 8-B1914851 ElE'I-914.6 . PER PLAN . LANE RB 5' WAU< Sidewalk to be placed l' from property line, 4' from bock of curb, per plan, 1915.0 I 550 915.3 36.0' 26.0' 16' DRIVE ;I: , 20 D.&:U.E. 22.5' B.L. 25' G.B.L. 22.5' B.L. MODE l2!lliJ 36.0' 26.0' Assumed North Scole : ,. = 30' 1 . SIR., 736 TC=917.30 PER PlAN 16' DRIY Note: The basement elevation. depleted hereon, has been determined and based on the pad grades and/or contours token from the construction plans for this subdMsion. Unless stated, no Information about fluctuating water tables, soil conditions, or soli t}pes has been pro..,;ded or stated on sold plans, This lot Is located near a body of water. Lot or soD condltioos may require that the basement floor e1e\lOtion be held 2 foot oba't'e normal pool ele\lOtlon, Site In't'estlgatlon may be needed 1f water Is encoontered durfng the excavation process or if other known water elevation or soils conditions are 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 bunder Is encouroged to contact The SchneIder Corporation to discuss possible courses of action, 5.5' 3'8 . oj l'Ml CI ~ GARAGI 0 4.00' . SUMP BSMNTI 0 ilj PUMP CRAYr\. 1'l ,., 0 0 SITRUNG A ;i 0 0 N FRM&IISY 0 ::j RESDENCE N ;;; 40.00' 7'X5 DECK 14.0{ 47.6' ~:'oP ~ ~I ~< ~ TYPICAL SWAlE SECTION 191m 42.6' !lQJ;A~ __ 15' R.D.E. TC=913.00 PER PlAN55.00 1913.01 65.00' ..., ..; a; n' This drawing is not intended to be represented as a retracement or original boundary survey, a route survey, ar a Surveyor Location Report. 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 A as said land plots by scale on flood insurance rate map # 18057 0205F for City of Carmel, Indiana (maps dated February 19, 2003). SIGNA lURE : DATE: SIGNA lURE REPRESENTS CONRRMA 110N OF RECEIPT OF PLOT PLAN BY CUSTot.IER. Jll:TIJiI!!,ljiY H 1913.7 15' D.E. Note: Sump pump(s) to be placed by builder as needed. FLOOD HAZARD STATEMENT CERTIFICATION ,,\1\\1\\\\1111111/11""1111. #"'c- L />'''% #~~ '\.~.......:....,~;.p/~,~ ~ il..,"".' \STE:,::,....V~ ~ ~ (:-.;:: "'/_0 'l"~",:,..o~ ~c--."..',<-~ No O...;o~ ~ ~/ ..... % I [ S0303 ) I % ..... STATE OF .f Iff ~ /', ,'~ % ~ ~""':'YDJ A~.~'/~# ~ ~ 'S....U..ii';,\.~ # ~III. t\ 'i ~\~~ 11//11/1/1/11111111\\\11\\' '\J"- l . Ffi