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HomeMy WebLinkAbout07110043 Sewer/Water Permit/sCITY OF CARMEL Item I of 1 PERMIT RECEIPT OPERATOR: plux COPY # . 1 , Sec:29 Twp:18 Rng:3 Sub:LTR Blk: Lot:40 PARCEL ID ........: 1709290016014000 DATE ISSUED.......: 11/09/2007 RECEIPT #.........: 26755 REFERENCE ID # ...: 07110042 SITE ADDRESS .....: 13454 LOST CREEK LN SUBDIVISION ......: LAKES AT TOWNE ROAD, THE CITY .............: WESTFIELD IMPACT AREA ...... OWNER ......... ... : PAUL SHOOPMAN ADDRESS ....... ... : 8227 NORTHWEST BLVD. CITY/STATE/ZIP ... : INDIANAPOLIS, IN 46278 RECEIVED FROM . ... : PAUL SHOOPMAN HOME CONTRACTOR .... ... : LIC # XATKEXC COMPANY ....... ... : ATKINS EXCAVATING INC ADDRESS ....... ... : 9110 HUGGIN HOLLOW RD CITY/STATE/ZIP ... : MARTINSVILLE, IN 46151 TELEPHONE ..... ... : (812) 422-9467 FETE ID UNIT QUANTITY AMOUNT PD-TO -DT THIS REC NEW SAL - ---------- USFWATCONN ------------- ----- FLAT RATE --- 1. -- ---------- ------ 00 1310.00 ---- 0.00 ---------- 1310.00 ----- ---- 0.00 UWATERTAP FLAT RATE 1. 00 85.00 0.00 86.00 0.00 TOTAL PERM IT ---------- ------ 1396.00 ---- 0.00 ---------- 1396.00 ---------- 0.00 METHOD OF PAYMENT AMOUNT NUMBER ---------- CHECK ------- ---------- 1396. -- 00 ----------------- 1692 - TOTAL RECE IPT 1396. 00 CITY OF CARMEL / CLAY TOWNSHIP Permit #: 07110042 1 WATER / SEWER PERMIT / RECEIPT Date: 11/09/2007 •?VOI:NP: 'PARCEL ID #: 1709290016014000 LOT & SUBDIVISION: 40 LAKES AT TOWNE ROAD, THE ADDRESS OF CONSTRUCTION: 13454 LOST CREEK LN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: PAUL SHOOPMAN HOME CHECK #: 1692 EXCAVATOR INFORMATION: Name: ATKINS EXCAVATING INC Ph. #: (812) 422-9467 Fax #: Email: Street Address: 9110 HUGGIN HOLLOW RD MARTINSVILLE, IN 46151 Bond Expiration: PERMIT TYPE: USEWRWATR , SEWER/WATER PERMIT Special NoteslConditions: LOT 40 LAKES AT TOWN ROAD. WATER PERMIT `NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDK 35 of latest revision: or vitrified clay pipe, meeting ASTM specifications C-700 for extra strength clap pipe of latest revision unless other materials are hereby permitted in writing. 'I he sewer shall be installed in accordance with ASTNI 2321 for five pipe and the Uniform Plumbing Code for the State urlndiana. All installations shall be in stric*, compliance with pertinent City of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Section 9-122(x), and sections P3008.1 and 2 of the International Residential Code. All building sewers shall be 6" diameter. 411 in stallations shall be "open trench" inspected and approved by the Cannel Sewer Department before any backfilline 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 permitted to enter the public sewer. Sewer inspection- should he requested at (317) 571-1648 one to four hours in advance. No inspections or installations will be made on Saturday or Sundae or holidays unless arrangements are made at least 24 hours in advance. All plumbers or contractors installing sewer for water) lines ,hall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any street must. he cm, a senarnic street cut nermit ehall be nbtnmed. APPLICANT NAME: R.L. GROCE PAYMENT RECEIVED BY: FEES: $1,396.00 m rp Re, iOn i Waste District Kesiaential OOG11 smiTARY SEWER' PERMIT INDIVIDUAL LOT7`EXISTING BUILDINGS Permit Type Final, ----------------------------------- Subdivision Lakes at Towne. Road - -- Seetion;Number 2 -Lift Station - 23 126th Street Station -- - -- = - Treatment Plant ,_ MIX Builder ------- g Paul Shoopman Hcme Building_Group,. ------- -? Phon'e'Nu ber 4 y 31714,16=0459 ------------------ Parcel Acreage' --------------- u a, - - r •EDU in Gallons Invoice Number sewer shall be,per s noted below. All 'open trench" phase drains, or other sour at,, shall be,pe are,below the Lot Number 40 - Address.Number 13454 - Street - Lost Creek Ln' City ------ Westfield, ----------------- 74 p Code --------- 46074- ------ County,-- ^tt ^ ^m -- Hamilton - ----------------- Local,Sewer Charge -___-_.__--- 'Plan Review and Inspection' ,Application°Fee. $•100A)a ------- ---- -- --- EDU Fee $1"6160.00" ------------------------ `Interceptor Feed ------- ------------ .Fees-Due. of the.Ciay`Township Regional Wake be inspected by Districtapersonriefduhng :-the pipe: MO.footing or foundation' the;Df 6icfs sanitay sewecsystern. The he nearest downstream ,man liole`nor for der (property owner, developer or builder) ,damages'to. manholes, castings, which is the subject of this pea miL Inspections by thesDistrict are MANDATORY and shall be arranged by contact ng the District's office,at 8A4=920p 24 ha?sconnieciil now ccdnverr coilo6 i first placed ori,billing six'rnonths afferccnnection has been inade:or cuwater The building his. USMH LTR'-708, LTR-703 bswi Grease Trap No Slab'Foundation No Lid Ele4ati6n 911.63 ft ? 912.621--" Grit Interceptor No Crawl Space, No- First Floor.Elevation 913.62 fl ,/ 913 62 ft-s!, Grinder. Station No Basement Yes, Basementbevation 905.12 ft ? '905 12 it Caicniathw is based w both Manhole Lid Elevations and the elevatronof the First Floor _ 1 99 , _ _ 1 00 ?; 1 Per Ordinance 9 13=99 and.the'elevahoris provided, the,subslructure shall be,olumbed by: Ejector Pump,Only;, ie righGtq'inspectali sump pump connections to ensure no illegalici5rmections'have been'mafe! accessibleFat'all,times. Buried manholes will be.corrected'by the:Developer/Owner. Conditional Permit Tertns: All conditions,have;been met. Conriection'tb the sanitary sewerls now permitted. PIM ' D By"signing, below, I.attest .that'.i.am farniliarwith-ttie.0istrict's specifications. and agree to accept iesponsioiiitg for all wodhdone,underthis permit: Bwlder"/ Owner Signature7i r-. - Phone, Number Printed Name Approved.By /w1- , - Permttaate; '111912007 Revised 7x26107 Permit is valid`fo . E-YEAR from the;date issued.' Permit valid only with CTRWID,seai inred{ink: SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. Ail houses buildings,,etcr, shall connect to the District's sanitary sewer-system Within gol'days of,ruShce providing.a sewer isGwithn=300 feet for Hamilton County or'100';feet for;Boone County ofttieproperty line. Only one building may ?. connect4oithe sewer main per,lateraI upiess otherwise`approved by the District. 2. No foundation?or otrerstorm,.water-drams,ghall be interconnected 'to the:sewer lateral installed and connected to thelDistrict s sanitarysewer., 3rThe:ezisting.sew,er.line,from the building_to theesseptic tank;may-only be used if.it.is located under a building addition, patio; porch or paved driveway, Au testis required to show ii acceptable:#orre-use The-property owner shall,bear the;coshof all testing. TTheiDistnct inspector'rnust be onsite for the duration ofitie.air test.. 4 The,owner'or contractor shall notify the District prior to.covering the installed lat'eraf so that the District can make a'n inspection to determine conpliarice with the. District's sewer use ordinance. Such notification shall`be made 24 hours', priori tolhe neeif"for the inspection: If the-inspection fails "and a second ''ins pection is requited or contactor, s,:not'-on sde'forscheduled `ir spection, or fails to cancel inspection, amadditional:Jee•of $100.00 wiII .be due,Thi§ must,_ pa_ pnor,to:the time of the follow up inspection: PVC-PIPE: 'SDR'35'or SDR 26, AST.M D3034, SIX,INCH.PIPE PVC PRESSURE RATED PIPE; SDR,2I,.ASTM D2241; SIX INCH PIPE RESTRAINED JOINT PVC`PIPE (DIRECTIONAL,DRILL):_ Yetomine SRD?21, 'ASTM D2241, SIX INCH PIPE (use d"n_ Iy perapprava of the•District,Ergineer) GASKETED JOINTS: ASTM D3212 GASKETS:'ASTM F477 FITTINGS SDR 26 or better {NO fernco's.allowed) DUCTILE IRON MECHANICAL. COUPLING WITH PROPER FITTINGS PRIVATE?GRINDER:PUMPS ACCEPTABLE`PIPE MATERIAL: HDP..E DI37S"with Car'ripression Fittings; `Mechanical of, Electrofused Joints CLEAN OUTS TO;BE LOCATED„NO'MORE THAN THREE FEET, FROM THE FOUNDATION AND FOR`GRAVITY`-LATERALS: NO MORE THAN, 100 FEET*APART.. 7 Bedding Use Number 8 crushed stone or Number 8 fractured'face aggregate. Number 8 stone backfill.maierial is-to beolaced from 6 inches belP t) 12 inches abdve the piperThe trench should,be a mihimum of 18J ches wide (six incheson both sides of the t e 8. Laterals'shall.be installed no closer than; 20 feetfrom.water wells unless PVC pressure ;grade pipe,isused meeting Any proposed pressure pipe'stiall be,reytewed and accepted iiy the SDR 2t7and ASTM D2241. An ; installation requiring, v?ib Districtand`the Districtts engineefrprior to installation. 9. Where,a transition,is,made befweehSDR 35,pipe and'pressure grade!SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. - 10.. Laterals shay terminate'witt in,3 feet of the,building unless•the conditions in 46irr,#,3`above are`;met. No glued =pipe shall.be installed outside three,feet of,;building foundation walls, 11 Additional information on District standards;anti:specifications,may:be.obtained from the Distnct's,offce during busuiess hours°'of 8 OOa:mi to 4;30,p.m.:Mcnday through rriday. AII;Distiict,standard_s.can be located cn oi.ir web,site at. httparwww.ctrwd. orgy. Clay Township.Regional Waste.District 10701 College:Avenue:= Suite'A Indianapolis,, Indiana 46280 12. Septic effluent shall'not be purripedroutinto thesaNtary sewer,system. 13. The District shall inspectALL laterals. Please call the District, office"at 844:9200,24 hours prior to time of 14 Co{tractorsshall lay 14.;gauge'sclid wqe therentire lengftof the lateral, Wire1s to be placed,on top of, the lateral. The,bi'sir&inspector"will verify'placement bf the wire. Afte' inspection, bedding is to,be:placedrontop. 15. Calfbeforeyou;dig. IUPPS 1,800-382-5544, 48 hours:,pnor%to digging, Revised 10109107 6!. Acceptable Pipe Materials;, P1L0T P1L2kN LOT # 40 I7R-AMINGNOT TO 6ESCrALID- DL U--NSIOTS PREVALENT Lakes @ Towne Road PROPOSED FINISHED FLOOR ELEVATION HOUSE : 913.62 SECUON Tw'O PROPOSED FINISHED FLOOR ELEVATION GARAGE : 912.12 HAMILTON COUNTY, NDIANA 13454 LOST CREEK l.Ai-F. PROPOSED FINISHED FLOOR ELEVATION BASEMENT : 905.12 - Zoning: ', 0' Alin / ?0' Agg - ::0' Rear 000.0 - PRECONSTRUCTION GRADE 0000 PROPOSED GRADE Model : BRECYEYR.IDGE Elevation "B" DRNG. FLOW 1009F Full Pmnt Brick Ledge (See Sales Brochure) Stone Per Plan ' SOD: 191 ± Sq. Yds. No Extensions Hydroseed Area: 4,841 ± Sq- Ft- Fireplace W/ O.C- HOti SE WALK : 269 ± Sq- Ft. Front Porch With Footings DRIV EWRON.: 1.461-± Sq. Ft. Basemen, Option # 2 CTT Y W.1,LK : 395 ± Sq. Fl. PA'MSTOOP : 120 ± Sq. Ft. SERVICE DOOR STOOP. 0 _ Sq. Yds. NOTE: WREFY SANITARY LATERAL LOCATION PRIOR TO DRIVE. CONSTRLiCTION. E Lc: ?? oan: g}} 2C ... NI, H. !1703 912 ?52? 910.55 90_i-y_ , h, 696 12 I 9' 22 9to.y N 9°4957" W 9tl-z 00' t eto_? 135 o -T f tat I . p 12.82, Sq. rl ' ? ? ? Faea ero 1 " n ni y 2- cn o \ 1910.:, 9}2.0 50 5 co 912.0 I E o 2?.e u N cr ??° I " 3 a 1 (D J S _ ., :: 3 = Suers s"mp 2um-_ . I N F R r o r m - - ( ? G g 1 k'9' pie 3 er, C / ? O o U Lnm 7 e, 9 J-3 9120E 810.6 a 912.0 © w 5910 n LO ? CQ o O m o $ . = too ?I J O t7 ? Scale: 1" = 30' ? z I - Job No. 07-0026 --1? Date: 10-25-07 910.E R e,o.a D B 1P.1 N89`49'57 sto, "W s'.t.a 1 E1? Istoz N N,?s rawn y _ SA . s11. Revision Date: 11-7-07 L e, SI Tc. =1153 w 8e7.97 Revised, Elevation , =.ao. all AO j 1 f CAUTION: INSTALL SANITARY & WATER LATER LLS PRIOR TO EXTERIOR CONCRETE CONSTRUCTION. NOTE: rr SHALL BE THE RESPONsMaXIT OF TIM 13LIADFACOMMACTM TO YIMIFY THE BiPLptNG DA SIGNS, BUR.URtG LOCATIONS. THE Copyright 2007- LOCnTIONOFOTHER PmTLNENTFEATURES, FLFeV4T'IONS.. Ar ALL Paul Shoopman Home Building Group, Inc„ IINDFR GROtM Urn.1T.E5(ROIEYM. I4o 31125544) PRIOR TO Indianapolis IN USA- 30' 0 15' M GRAPHIC SCAILE IN FEET TIM $7ART OF CONSIRIfCITON. THE UTrEsDED ME OF IRIS PLOT PLAT NOTE: IS FOR SECLRNG P UILDA'G?Elkff50N'LY A" SHALE NOT BE All Rights Reserved ?TOTE: USED FOR ANY OTHER FaRNJSE '1'FII$DIzAW1NG 1S hOT IIATENDID TO BE REPRPSENT`ED , AS A RETRACE6ENT OR ORIGINAL BOUNDARY SURVEY, NOTE : A ROUTE SURVEY OR A SURVEYOR LOCATION REPORT. All homes have a brick ledge on the front of the home- However, note, although the brick ledge will be Lbere, it does not represent that brick will be automatically insraled. Cross hatch lines will show brick ledge. Again, note brick only goes where arrows show brick. The Green Shmt however will have arrows to show exactly where and if brick is to be installed. Plot plan dimensions however do show brick ledge dimensions. Pay close attention. to where brick is to be installed- It's the responsibility of all contractors to note these, items and install conectly.