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HomeMy WebLinkAbout07090099 Sewer/Water Permit/sCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: twedding COPY t : i Sec:30 Twp:1B Rng:03 Sub:CBN Blk:3 Lot:204 PARCEL ID ........: ZCBN204 DATE ISSUED ..... .-: 09/21/2007 RECEIPT t......... 26325 REFERENCE ID f ...: 07090098 SITE ADDRESS .....: 3818 DOLAN WY SUBDIVISION ......: CLAYBOURNE CITY WESTFIELD IMPACT AREA ...... OWNER ............: RYLAND HOMES ADDRESS ..........: 9025 N RIVER RD CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: RH OF INDIANA, LP CONTRACTOR .......: LIC # }A-1SUP COMPANY ..........: A-1 SUPERIOR EXCAVATING ADDRESS ..........: 3143 ROSEWAY DR CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46226 TELEPHONE. ........: (317) 898-0767 FEE ID UNIT - QUANTITY AMOUNT PD-TO-DT. THIS REC NEWISAL - -- ---- --- -------- USEWATCONN FLAT RATE - ---------- ---------- 1.00 1330.00 ---------- 0.00 ---------- 1310.00 ------ - 0.00 UWATERTAP FIAT FATE 1.00 86.00 0.00 86.00 0.00 TOTAL PERMIT- ---------- 1396.00 ---------- 0.00 ---------- 1396.00 ---------- 0.00 METHOD OF PAYMENT ----------------- CHEC{ TOTAL RECEIPT AMOUNT ------------ 1396.00 1396.00 '\7--TM B E R ------------------ 13705 "` CITY OF CARMEL. / CLAY TOWNSHIP I. awn i I WATER / SEWER PERMIT / RECEIPT '-/M011NF„ PARCEL ID #: ZCBN204 LOT & SUBDIVISION: 204 CLAYBOURNE ADDRESS OF CONSTRUCTION: 3818 DOLAN WY WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RH OF INDIANA, LP CHECK #: 13705 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax #: Email: Street Address: 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 Bond Expiration: PERMITTYPE: USEWRWATR ; SEWERNVATER PERMIT Permit #: 07090098 Date: 0912112007 tvotesn.onanions: LOT 204 CLAYBOURNE. WATER. NO NOTES' The building & Sewer Shall be pvc sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, meeting ASTNI 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 9-122(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" inspected and aooroved by the Carmel Sewer Department before any backftllme is done. Non- compliance may result in digging up the sewer installation and.!or denial of future sewer permits an&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 rMuested at f317) 571-2648 one to fear 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 be cut. a senamte street cut nermit shall he obtained APPLICANT NAME: R L GRID PAYMENT RECEIVED BY: FEES: $1,396.00 n _ 9 Regional a?w Diistrict Residentia6. 00594 SANITARY»SEdVER PER RUT iNDi,VibI)AL LOT11tAtTING BUILDINGS PermitTfpe Final Subdivision _ CI_ayboume Section.Number. 3 Lift Station ---------- 14 Austin Oaks Station' - ' ` - . Treatment Plant, --- ------- ---- -- F- -- GTRWD;WV%P' ,Builder' Ryland Homes, »? - _-- Phone•Number - - - - - - 846-2783 - - - - - - - - - - - - - - - - - - - - - ParcefAcreage EDU jmGailons 3,10' - - --------------- ------------------- Invoice Number 'Lot-Number 204 Address Number 38t8' [Street Dolan,Nray city Westfield Zip Code 46074 County Local Sewer, Charge -° - - _ - Plarr Review`and lnspectiori - Application Fee _ $10{) 00 ---------------- - EAU' Fee $i ,650.00 -° 1__------------- : ------ Interceptor- Fee, te. Iring The rfor ilder) 'The. building has: USMH 'CBN3-64, Ce1043'-63 DSMH Grease. Trap No Slab,Foundatipn No L'id:Elevation 9700fi. 91595ftE --------- No Crawl Space No First Floor'Elevatlon 918 10 I': 918 10 it, ----- ---- Grinder Station' No Basement: Yes Basementflevatiori 909 10 ft 90910 fit Cakulakn is,basedbn both Manhole bd Elevation and the eleva€ion.of the First,Ffoor ,t 50? J 2:15 Per'Ordinance•9-13-99,ahd the elevations Provided, the substructure shall be plumbed by,: Ejector,Pump Only The'Disirict reserves the,righf to.inspectall,sump: pump;connections>to.ensure -no!illegal connections, have been; Manholes shall, remain accessible atall tlmes.?Buded.manholes will tie,cgrrecled;bythe.DevelvperlOwner. :Conditional. Permit Terms:. Ali'conditionshave beerrmet: Connection to the sanitary; sewer is now permitted: By;aigning.. below, fattestithat I am faniliarwith the,District's Buildervl Owner Sigr and'agree to accept4espon'sibtldy foT all work done under thisper nil.: N umber Printed Nama rf C Approv PermitDafe 912112007 &';Co3lorner Service Candy 'J.. Felber. Orrecfar of Administration Revised 7rzelor Permit is valid forONE-YEAR'{tromYhe,date issyedj.Permit-valid onlywdfi-,CIRNlD seal inredink. Inspeobaris'bythe Districtikb MANDATORY and shall be arranged.'by contacting the District's office at 844.9200 24°hours'ir advance: All'new'construction will be placed 6n bi_iling sox rhontns a_ ftei connection Ihas been made or when'water is connected; wnichever' m coes first; .SUMMARY OF-LATERAL INSTALLATION REQUIREMENTS 1 _ All houses bull "dings, etc., shall connect to the;pistrict's sanitary,seivee system within 90 days. of notice'providing,;a -1 1 sewar.is within 306 feet forHamilton.County dr-f 60 feet for'BooneCounty of'the,property line. Only, cne building may connect to the sewer main" per1ater6l.unless ofherwi'se,apprave'd bythe District- 2. No;foundation;orotherstorm water d?bins shall be,interconnected'torthe sewer late4 installed and connect ed,to_ the District's.sani)ary sewer. 3 The,ezrsting,,sewer line from the building to the septlcItank may only he used, if Es located under a building addition, pati6,rparch orpaved,dnveway. Air testis required to`show if:acceptatike for re-use= FThe,property, owner,. shall.bear the :cost of all;testing the District inspector,musi_tie onsite for the duration .of.the.air test.,' 4!: The owner or contractor shall notify the -District prior to covedrig,the installed faterafsodhat.the District can'make an_ inspection to determine ccmplianeevwith the'Distrlct s seweruse cr`dinance. Such notification shall 'be;rhaae 241iours prior to the need forthe inspection. If the. inspection' fails and a"second' inspection, is required or contractor is'not'on site for-scheduled'inspectionbr'falls 'to ranceI.inspection; an additional fee of $100.00 wilrbe due: This must be 'paid pnor to the,e6`e of ttie follbw'up.inspection: 5 Property',owners are hereby advised-that the'County Board of Health regulates the operation and'rnaintenance of private,sewage'disposal (septic) systems. The County Ordinance provides m par that upon connection la a'publlc sewer, a septic'tank .:shall=be abandoned"(pumped,clean)and filled completely . with earthen material' or'stone-in a safe and sanitary,manner ` Please coniact,the.appropriate County Board of Health for further infor rdtiomand to"notify the department of lhe_abandonment.„ 6. Acceptable Pipe Materials: PVC PIPE: SDR 35 orSDR 2fi ASTM'©3034,,SIX INCH PIPE PVC PRESSURE RAT,ED..PIPE :SDR 21; ASTWD2241',,.SIX INCH,PIPE- RESTRAINED-JO{NT PVC PIPE,,(DIRECTIONAL Dkll_ r)s Yelomine SRI] 21, ASTM D2241, SIX INCH PIPE (use only per approyal,cf,the District Engineer) GASKETED JOINTS:' ASTM D3212 GASKETS:.AS N F477 FIT fINGS `-SDR-2E or better (NO femco s alibwed) DUCTILE IRON'MECHANICAL COUPLING WITH PROPER-FITTINGS CLEAN;OUTS;TO BtlOCATED NO'MOREI..THAN THREE,FEET FROM THE FOUNDATION AND NO MORE:THAN 10WFEET APA. RT. 7; Bedding'Use Number,8rcru'shad stone or Number 8.fractpred face aggregate: Number 8 stone-backfll material is'to, be placed from 61inchias,belowto' 12'inches above the pipe. The'irench.should be,a minimum of,18,inches wide (six, nches:on both sides of the pipe)' B .Laterals shall be installed'no.closer than 20'feetsfrom.water wells un'iess PVC pressure.grade'p p'e'is used meeting SDR 21 and ASTM x2241. Any proposed rnslallation requir ng,ptessur_e pipe shall be ri iew_ ed and accepted by the, Drstrcband'the.Districfs engineer pr orto insta_Ilatian. 9 Where a.tr`arisition is matle'betweeh SDR.35 pipe and pressure grade SOR,2.lrpipe, a„ductile:iron gasketed mechanical coupling shall be'used 10 Latemis shailterminate-within 3 feet of the. building unless the conditiong,, item'#3"above are met. Nc4ued pipe; shall 6e'ristalled'o64iije:three feet ofpurlding foundation'walls. 1.1. Additional in on`Drstnctistandards_and specifications may be obtained from ttie Dist?ict',s office during 30 p:m;:Monday'througfiF?iday; All bistnct sfa`nd"aids can;tie,located on our web.site businesshours of 6 70a:m- to 4-_30_ at httpa/www,ctrwd.orgl. Clay Township. R'egienal Waste District 10701.College Avenuer-Suite,A,lndianap'olis„1ndrana,46280 12. Septic effluent:shall 6bt'be pumped out.into:the sanitary sewer system. 13, The District shall inspect ALL-laterals. Please call the-District office:at $44.9200 24,hours..prior to time,of 14., Contractors- shall lay 14 gauge-solid,wrre.the,enlireliength of the;lateral. Wire is to be--placed on'top of the.i-ateral. The Distrlct'inspecterwill verify placement,of,thewire.. After inspection, bedding,is to be placed on top. 15' Call:beforeyoudig:. IUP,PS1-800-382.-5544„48:hours pnorto'digging Revised.,71241d7 Hole: The 8ahndder Cotpoream &&OOTfN This traeng Is based an construction rims or raard trarnq; and is not Bgal ous dsemre 9urnylry hosed upon a field survey. The Schneider Corporation don not warrant the ?`BlwWrie Fort Ra>rWn lydilealee accvncy a wfficmcy of this idonnotion. Contractors loped verify lydulaspo Ians 408-1037 ® -US existing conditions Pinar to my croshctian. My dsogrmcy*fond on W3 311-826-7100 Godou drawing should be reported to The SsineWar corporation kunedietely, fair to der W realty in the contract" asserption at ad IlabBly. tZw 917 67d-20a FAX Note: The boenent devalWre depicted hereon, how been determined and based S Plat Em Leamd an the pad grades and/a cmtars tdeon from aba construction pima for This Plot QI PrWed For R.H. of fndiatto fhb wbddsion. Unless staled, no information about euduaut's rater . OEM ot p ?I 204 , containing 14,700 S.F.t in ngtr? toaln, wed ca d wed types has hem proses or stated an said L 9 , ? Cwt w Grade rims. This lot is b b XQ asemen near 0 o body of rata. Lot to will above ema may p me '0110.0 require that the basement door eleyetion be ed 2 took d ew n mamed •? # Arran. Lateral Seen lawtkn pod elevation. Site , process may be o may be needed 1 It water Is mcwnlae Section 3 - • - ?m Seen dud" Its cas of p -a- 6? toes Its xe cess s or If other nqm sates devatbn or a w of he U15TR 200400080247 - v - wow Service Lines conditions are present. Investigation and me rrnedd styes b 01 _ yb_ywy? (? toes Eisarello ore6an of the bolder to to determine and Ida opprapriate rlole terry of P.C. 0 3 a Slide 0 533 - - -: - - umh* (Sanitary or swan) ac . II my Bawd enter is enceunwed Wring excawtien the builder is BaIIM Net (Storm) encaaroged to canoct The Schneider corporation to tha=n possible Hamilton County. Clay Tvp o„b Into (Slam b) warm .l action. Sec 30a T18K RON D End Section (Storm) A Fie Hydrant Note Sump pump(s) Note: 6usde to mercer .38i8-Dolan Way (70'R/) - - -Flow Line of made to be placed by pvolro or anoge away- - ridding the (BL BSL) buidar as needed. from ehchv.(s). Prepared Date: 9/12/07 : By. WRW - - - - Easement the Proposed Buyer(sy U SHEN & LING CHENG Note: Per Cartnd zoning ordinance 26.1.1 : The residential district limits height to twenty-five feet Community Restrictions: (25'), however a dealing may be Increased in height Side Yard = 5' to thirty-five feet (35) provided the side and rear Rear Yard - 20' yards are increased an additional one foot (1) for Aggregate = 10' (B.H.) each one loot (1') the structure exceeds the fiat R.H. of Indiana twenty-five feet (25') in height. Finished Floor Elevation Information Pad Grade = 915.9 per pion Note: The contract" Is to maintain a Pad Grade + 01 = Garage FFE (916.6) i minimum distance of ten feet (t0') Garage FFE + 1.5' = Residential FIFE 918.1) ? between the sanitary sewer and water Residential FE - 9.0' = Basement (909.1)r ° e line laterals. MINIMUM FLOOD PROTECTION GLADE = 910.6 Note : The garage finished floor elevation Taw T'6 sl:cnoN O is 2.2' above the curb at the drive, per plan. Ground Cover 1SFt lotions: K BOCK eNSEMENZ Private Public 42 2SF± t p`P pSCPPEEP EMENT Hydroseeding =5,764 SFt pRNtNpGE 9Tg0 °sss= Sod =660 SY3 , from ?. O Rear of residence. Optional Sod Package X95 ?? ?p5 ooy , ?' jp NC E. North Hydroseedng =1,260 SFt OUTS ' , ?' Up, Scale : I' = 30' Addl. Sod Pkg.= 500 SY3, to 30 ' Rear easement 15.2' Lot # 204 12.9 ? i O Sidewalk to be placed Vb07.0079846 1' from property link 11' hen back of orb, per plan. Note: Sanitary Sewer 'xAe Top of Casting Information 31T5NCK 5tl0 Upstream Manhole, TC=916.60 Downstream Manhole, TC=915.95 TT 3i L9s? per record drawing FLOOD HAZARD STATEMENT y63 yyl G BsmHl CERTIFICATION 'Zoo \\\\wp??V?t1WWUIlI1lWtllf4Ni o x Of 1kNP \? ?\S L. C???,,,,/ •?` 25.8' G. 3 t5 c:e N •G TER "'•. ? G? t.b N y? I cS 1 STR.;164 a Qi No. - A Q 12y 9.? t2. m Tfr9 650 t' 310, 25 PER AEGDNG. S0303 - 166' s. i 25 STATE OF ° a N 'O c \\ 5 ? ""'?r/'II,?""yl,UgfIIIIIIIIIIttttOtUl??? \ s STN. ??66}} /? 9745 Ira PER REC. D This drawing is not intended to be represented as a t TCy9P fR ? ' retracement or original boundary survey, a route survey, :-:5- P - or a Suveryor 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 AE as said land plots by scale an flood 55 insurance rate map }'180081 0205 F for the City of Carmel, Indiana doted February 19, 2003. SIGNATURE : DATE: SIGNATURE REPRESENTS CONFIRMATION Or RECEIPT OF PLOT PLAN BY CUSTOMER. 9. F 01, i a REVISI ADD DR4ORDD INFORMATION REVISION /3 04/04/05 AMA MOVED SEWER LINE AND REVISI ON /2 WRIER LINE PER CUST. REQUEST RDRAW NEW HOUSE WOE 9/13/07 WRW PER CUSTOMER REQUEST 9/12/07 WRW