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HomeMy WebLinkAbout07080230 Sewer"?. CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT PARCEL. ID #: ZTRH18 LOT & SUBDIVISION: 18 TRAILS AT HAYDEN RUN. THE ADDRESS OF CONSTRUCTION: 3218 WININGS LN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: ARBOR HOMES LLC CHECK #: 014850 Name: JDH CONTRACTING Ph. #: (317) 839-0520 Fax #: Email: Street Address: 8109 NETWORK DR. PLAINFIELD, IN 46168 Bond Expiration: PERMIT TYPE: USEWRWATR SEWERIWATER PERMIT Permit #: 07080229 Date: 08!28!2007 LOT 15 TRAILS AT HAYDEN RUN. WATER. * NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTht specifications 3034 SDR 35 of latest revision: or vitrified clay pipe, meeting ASTh1.spectfications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing- The sewer shall be installed in acmrdau cc with ASTNI 2321 for pve pipe and the Uniform Plumbing Code for the State of Indiana. .AII instal l ationc shall be in strict compliance with pertinent City of Carmel ordinances- Back Water check valves'shall be installed in aceardan cc with City Code Section 9.122la), and sections P3008.1 and .2 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall be'open trench" in ected and a raved by the Carmel Sewer De artment before any backfillin is done. Non- compliance may result in digging up the sewer installation andlor 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 insncaione should be requested at 0171 571-2648 one to four hours in advance- No inspections or installations will be made on Saturday ur Sunday or holidays unless arrangements arc made at least 24 hour in adv ccc All plumbers ar contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGIN'EER`S OFFICE. If any street must he c,,t_ a separate street. cut nermir shall he nhtained_ APPLICANT NAME: JOCELYN ZELLERS PAYMENT RECEIVED BY. l FEES: $1,396.00 Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: --wedding COPY # : 1 Sec:20 T;vp:18 Rng:03 Sub :TRH Blk: Lot:18 PARCEL ID ZTRHl8 // DATE ISSUED.......: 08/28/2007 RECEIPT #.........: 26128 ?y11 REFERENCE ID # ...: 07080229 SITE ADDRESS ... .. : 3218 WININGS LN SUBDIVISION .._. .. : TRAILS AT HAYDEN RUN, T HE CITY ........... .. : WESTFLELD IMPACT AREA .... .. OWNER .......... .. : ARBOR HOMES LLC ADDRESS ........ .. : 6666 E 75TH ST #400 CITY/STATE/ZIP . .. INDIANAPOLIS, IN 46250 RECEIVED FROM .. .. : ARBOR HOMES LLC CONTRACTOR ..... .. . LTC # X3DHCON COMPANY .... .... .. : JDH CONTRACTING ADDRESS ........ .. : 8109 NETWORK DR. CITY/STATE/ZIP . .. : PLAINFIELE, IN 4616B TELEPHONE ...... .. : (317) 839-0520 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT - THIS REC --- NEW DAL ---------- - US-WATCONN ------------- ------ FLAT RATE -- 1. -- ---------- 00 1310.00 0.00 1310.00 0.00 UWATERTAP FLAT RATE 1. 00 86.00 0.00 26.00 --------- - 0.00 --------- TOTAL PERM IT --- - 1396.00 0.00 139600 0.00 METHOD OF PAYMENT AMOUNT -- -- NFUMBER ------------------ - --- CHECK ------- -------- 1396. 00 014850 TOTAL RECE IPT 1396. 00 i ` Re Aonal Waste fist ict 60462 -,1114 Pill 1- ACCT SIIwYVER PERMIT INDIVIDUAL, LOTI EXISTING BUILDINGS' Permit-.Type Final Subdivision - _ trails at Hayden Run ... Section Number 1 ------------------- Lift Station - 23 126th Streat,Siahon -- - - - -- -Treatment'Plant MIX -____ °- - Builder Arbor Home's Phone`Number` 317-542'187,5 F?arcel;Acreage ------------ EDU.IwGallons 310 invoice Number, iE; Installatiomof bu overseeand any-con ',phase and,be(ore b Lot Number r 18 Address.Number 321`8 Street' -------`------------ Winmgs,Ln - City -,?. Westfield. ZipGode - - - - - - -_- - 46074 - - - County`--- ' ` - i Hamilton Local-Sewer Charge Plan Review and, lnspectiom Application Fee, S10000 EDU Fee ------ ------ 51;650,00 Interceptor Fee; 'Fees'Due $1750.00 sewer=shall b6 per the'specificatioris of s noted -below. All installations allltie Inspections by the District &bWANDATORY and shall be arranged by coniachng,the District's office'at'844'9200 24 heurs 'rn?E dvance. All neav,cortstructien'w'1 be- pl-aced.on billing six months afterconnection has 6'een"made"or when waterls connected whicYievercomeslfirst_ The tiufl[{Ing`has ? USMH THR-81.2 THR41-1-DSMH Grease'Trap, No Slab Foundation No.' Lid:,Elevation 92086A 920185:ft -------------- Grit Interceptor No ?CrawGSpace -No First Flo-orElevation 922'50 ft X922150 H Grinder'Station No: Basement Yes Basement Elgvation 9115Qft 91315018 - '. Geletilation rstiased;an both"Manhole Lld Elevativiis and the elava Gon of the Fust-Floor i i Per'Ordinance'9-13-'99 and'the'-eleUations.pmvided; the substructure;shail Swplumbed by: Ejectdr.Putnp ? The,Distri treserves lhe'.ria tc inspect all sump.pudmp°connections to-.ensure*no'illegal connections have;been made: r t anholes-shall remain accessUe,atail times. Buried manholes will be correcled liy-the OeveloperlOwner ' L Conditional Permit Terms: .Ali conditions haveiheen met: Connection tothe?sanitary sewer ii now permitted. GTRVVD Phone Number `C)`i. priritec Name ,Approved `E Permit Date: 812912001 Revised,7126M7 Permit is.v-aiid f6rONE--YEAR`fr6m the date issued. Fermif vaiid'oniy vnth,CTR1ND.seatimied'rinks SUI0VAF1Y•(jF-LATF,fzA:L -INSTALLATION REQUIREMENTS` n'90,days,,oinotice proyiding;_a. thi '1. All houses;; building,. etc., shall connect tothe District's sanitary'sewer system wi sewer is within 300 feet,for H'amllton Counry oW'r'100 feet for Beone,Countyof theiproperty,Iine: Only one building,may conpecirto ike sewer main"per lateral unless otherwise approved by therDistiict: 2. No4oundation or other;storm water drains=shall be'intercohnected to the,sewer:lateral instaliedrand.connected`.fo, the. Districfs:sanitarysewer„ y'the Dist rict-pn'orto covering the installed laterai_so that the DisiA can make,ap iith the Districts.sewer,use:ordnance. Such notification shall lielatle`24heurs .. Fthe ihspectiowieiiis and a second inspection Isrrequired or confractor is not on to cancel inspection, an addiiicnal.fee of-$100.0o will'be due. This mustbeYpaid 5. of the;follow the operation and marnfenan'ce of that; iip6n,conneclion toia public vifl'barthen material or "stone in a• `6. Acceptable Pipe Materials` PVC PIPE: S16R.S5.orSDR 26, asTM 031]34, SIX INCH:PIP.,E PVC PRESSURE RATED PIPE SDR'21; ASTM 02241, SIX.INCH PIPE ,RESTRAINED JOINT PVC.PIPE (DIRECTIONAL DRILL) Yelom neSRD'21, ;ASTMD2241,SIX`INCHPIPE(Ois only,perapprovalofthe`District:Engineer) GASKETED JOINTS: AST:M:D3M GAS KFTS-,ASiTM',F477 FLTfINGS>SDR'26 or Iibtter;(NO fernco's allowed)' DUCTILE IRON MECHANIC,IL,,COPPLkNG'W1TH5PROPER FITTINGS ' 'CLEAN OUTS,TO BE LOCATED NO MORE THAN THREEBFEETFROM-THE FOUNDATION "D`NO MORE THAN 190'FEET-APART` 7. Bedding 'Use Numtier'Vcrustied?stone or.Number,8 fractured face aggregate Number,8 stone backfill'mateiial is to be placed from 6dnches below to 12 inches above'the pipe. The'trench should.be,a minimum of 1 _ iiches wide ('six indhes'on bofh sides.ohlre,pipe) 8. Laterals shall be installed no closer th2n:20 feet from water'wellsunless PVC.pressure:gra e+plpe rs use ;me@tmg SDR21 and RSTM 02241p Any proposed installation`requirmg pressuro pipes all be reviewed and accep{Ed by;the Drs tic -and the•Distric6s°ertgirieer,prior to'installation: 9. Where a tnansitionis made between SDR•-,35 pipe-andi:pressure grado,SDR 21 pipe; a;ductile Iron`;gask@ted mechanical couptingishallbe used: '10. Laterals atiall terminate within 3''feetoMN buildinq,unie"ss,the conditions in =item #3(above_are met. Nosglued,pipe. shall?bo installed outside th'rce feet`ofbuildingsfoundation'.vwalls. 11. kdditional'information on Districtstandards and specifications may beTobtaihed from the Dlstri6t!s office during business hours-of 8 00a:m..to 4:.3 Monday lhroug nday Ali D stnct Standards can be lacated on.ourweti site of http'//wwvs ctrwd,o"rdi: CI_ay Township Regional Waste District 10701 College Avenue- Suite':A Indianapolis;,lndiana 46280 12 Septic effluenr,shall not-tie pumped out;i'nto the,sanitery sewers "stem, 13. The District_shall inspect ALL laterals. Please call.the•D1krict'office at 84419200 24 hours pricr'to time"-of 10.. Contractorsshall lay 14ga6ge:sohd wire th6•entire length of the lateral Wire is to be placed on"top of'the,lateral. The bisinct inspector.wlll venfy placement of;the wire After inspection; bedding is to be placed•oh to' 45: Cell before,you,dig-, IUPP5,1=8.00-382=5544 48'hours_pnorto d gg ng. Re;i edl7124W Note: The Schneider corporation 11191bleerlall This drawing Is based on construction plans a record drawings, on ous Anna SareylaA and is not based upon a field survey. The Schneider Corporation Historic Port Harrison landscape trchRwtere does not warrant the accuracy or sufficiency of this Information. Indianapolis, lndiem 405-1057 GIs • LIS G l 1 Contractors should verify existing conditions prior to any eo op 317 826-7100 317-826-7200 t'AY construction. Any 6screponcy found an this drawing should This Plot Plan Prepared For: Arbor Homes Lot # 18 , containing 13,160 S.F.t, in The Trails at Hayden Run Sec. 1 WSTR. # 200500069468 Clay Twp, Hamilton County Sec 20, T29N, RK 3,218 WININGS LANE (50'R/W) Westfield, IN 46074 Prepared Dote: 08/16/07 :- By KAG Community Rntrictions: Side Yard =3' min. Rea Yard = N/A Aggregate = 6 (B.H.) ARBOR HOMES Pad Grade = 921.0 per plan Pad Grade + 1.0' = Garage 922.0 ) Gauge FIFE + 0.5' 4qi esuienUal FFE 922,5' Residential FE - 9.0'{?Bdsement EEE (913.5 } Driveway Slope = 3.5 Note : The garage finished floor elevation is 1.7' above the curb at the drive, per plan. GROUND COVER CALCULATIONS: Drive = 813 SFt Public Walk =414 SEt Private Walk =70 SFi: Seeding =7,180SF3 Sod = 3 828 SFt , even with the rear' of house. be reported to The Schneider Carl Um immediately, failing to do so results in the contractors assumption of all Iloblity. Plot Plan Legend Note: M Proposed Grades The basement elevation, depicted hereon, has been determined and based 000.0 Existing Grades an the pod grada and/or contours taken from the construction Plans for -000.0 Contour Grade this subdivision. Unless stated, no NfamaUm about fluctuating water * Approx. Lateral Location tables, W eondits, or sod types has been provldW or stated on said • - Sanitary Sewer Lein Plans This lot Is located near a body of water. Lot or soli conditions may fit- Storm Sewer Linn reWte that the basement Boa elevation be held 2 fact above normal - w - Water Service Linn pod elevadon. Site nvesNation may be needed If wcter is encountered - - - - - - - Sub-Surface Drain line during the excavation process a if other known water elevation or soils ® and e remeclial f at he Manhole (Sanitary Storm) ? s of th ri t t t d l Ui We d a rimn ® Beehive Inlet (Storm) approp a e o r ac e on o e e e an e action. any grand water Is encountered during excavotlon the builder Is ® '- Curb Inlet-(Storm} ----- en'cauraged-to- contact Tha Schneider'C&pvaUm td dleam possible -- -- D End Section (storm) ocuren of odlon. Al Ere Hydrant LOT # 18 Flow Line of seals VB # 07.0078744 Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC=920.66 Downstream Manhole, TC=920.55 per record drawing. Note: The contracts, is to maintain a minimum distance of ten feet (10') between the sonltry sewer and water line Icterols. END SECTION NOTE SUMP PUMP(S) TO BE PLACED BY BUILDER AS NEEDED. Note: Bugler to ensure positive drainage away from structure(s). VACATION FOR THE STULTZ & ALMOND LEGAL DRAI? N7 EASEMENT DATED JANUARY 9TH, 2006. / 94. 30' L.M.A.E.&D.E. 1 I I fi&5 I I SOD i I I 1 I O I O I I I DECK: I 8 : SOD 21.29 ` 20. 'Q SU 'I ON a '? 7%0 CAR UMP PUMP 7ALL!"SON A I I GARALA: AdASY,? FRM I ° H 20.2' 20.67 RLSI. DENCE ,•? EASEMENT o p 16' ° 00' I 413 , F 19.5' DRIVE cu . ? ' r - -- 25-L --J FLOOD HAZARD STATEMENT ?(I L? / - 20' D.U.&S..S.E 26.0 8.2 t l ? s CERTIFICATION u -o ' 0, 9 till py ?ppMUUIIII y4 ranu66? 94.00 4.0 ' ixii o? .\J\O C L APRON s wALK CURE_ ` No.5. ROLL PER PLAN S0303 € 9zo.51 STATE OF 30.0' :' . B-B 1. 1 d 1 V This crowing is not intended to be represented as c retrocement or original boundary survey, a route survey, or a Surveyor Location Report. Flood Hazard Statement The mcurocy of any flood hazard data shown on this report 13 subject to map eerie uncertainly and to any other uncertohty In location or elevation on the referenced flood Insurance rate map. ALL of the within dmarited land DOES NOT LIE within that special flood hazard zone A m sold land plate by stole on flood insurance rate map # 1805700205F fa City of Camel, Indiana (maps dated February 19, 2003). 0 o?o Assumed North Scale : 1' = 30' 7--r- I or I O \vI LCD U4 ?I c I I ml I ?J N I 20.2' 125 B.L ..-? ?E.EV=920.3 HANDLCAP' o• TC=919.95 PER PUN RAi"P _ _PER PLAN Pc'R'PLAN 919.98. C? WININGS LANE $ ------------------ ` .y w v z o ? v E TYPICAL awALE SECTION Note: Per Carmel zoning ordnance 26.1.1 : The residential district limits height to twenty-five feet (25), however a dwelling may be increased In height to thirty-live feet (35) prodded the side and rear yards are increased an odtitnnal one foot (1') for each one foot (I? the sbucture exceeds the first twenty-five feet (25) in height.