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Home My WebLink About07080145 SewerCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT Sec: Tapp: Kna: Sub :C3N Elk: Lot:7B PARCEL ID ........ : ZCPN078 DATE ISSUED.......: 03/16/2007 RECEIPT #.........: 26026 REFERENCE ID # ... 07080144 SITE ADDRESS ..... SUIDIVISTON ...... CITY .............: IMPACT AREA ...... 12173 ANTONIA BLVD CLAYBOURNE CARMEL OPERATOR: plux COPY # : 1 OWNER .......... .. : RYLAND HOMES ADDRESS ........ .. : 5025 N. RIVER RD. CITY/STATE/ZIP . .. : INDIANAPOLIS, IN 46240 RECEIVED FROM .. .. : RYLAND HONES CONTRACTOR ..... .. : LTC # XA-1SUP COMPANY ........ .. : A-1 SUPERIOR EXCAVATING ADDRESS ........ .. : 3143 ROSEWAY DR CITY/STAT=/ZIP . .. : INDIANAPOLIS, IN 46226 TELEPHONE ...... .. : (317) 898-0767 FEE ID UNIT QUANTITY AMOUNT PD-TO -DT THIS REC --- NEW BAL ---------- ------ JSFWAT ---- ----- -- ------ CONN FLAT RATE -- 1. -- ---------- ------ 00 1310.00 ---- 0.00 - 1310.00 0.00 WATER TAP FLAT RATE 1. 00 86.00 0.00 86.00 0.00 TOTAL PERMIT ---------- ------ 1396.00 ---- 0.00 -- -- 1356.00 ---------- 0.00 METHOD OF PAYMENT AMOUNT NUMBER ----- ------ - ------ 2HECK ----------- ---------- 1396. -- 00 13585 TOTAL 1 RECEIPT 396. 00 CITY OF CARMEL / CLAY TOWNSHIP Q x <ur . . WATER / SEWER PERMIT / RECEIPT `-.•ACiaF4_ PARCEL ID #: ZCBN078 LOT & SUBDIVISION: 78 CLAYBOURNE ADDRESS OF CONSTRUCTION: 13173 ANTONIA BLVD CARMEL. IN 46032 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 13565 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax #: Email: Street Address: 3143 ROSEWAY DR [NDIANAPOLIS, iN 46226 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERIWATER PERMIT Permit #: 07080144 Date: 08/1612007 Special Notes/Conditions: LOT 76 CLAYBOURNE, WATER PERMIT NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTNI specifications 3034 SDR 35 of latest revision, or vitrified clay pipe, meeting ASTM specifications C-700 for ch2ra strength clay pipe of latest revision unless other materials are herehg, permitted in writing. The sewer shall be installed in accordance with ASTM 2321 for pvc pipe and the Uniform Plumbing Code far the State of Indiana. al installations shall be in strict compliance with peninent City of Carmel ordinances. Back Water check valves shall be insiallc(1 in wcordance with City Code Section 9-122(x), and sections P3003 I and 2 of the International Residential Code. All building sewer shall be 6" diameter. All installations shall he "open trench'" petted and appro ved by the Cannel Sewer Department before any batkflli rig is done- Non- compliance may result in digging up the sewer installation and/or denial orfmnre sewer permits amlim denial (if water connections. No footing OF foundation drains or other.,umces of ground water or storm water shall be permitted to enter the public sewer Sewer inspections should be requested at (317) 571-2648 one to foul hour in advance. bTn inspections ut installations will be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENCNEEWS OFFICE. If any nisi he, cut. a :e,narate ?Ireet: Wt permit. ,chill he Obtained APPLICANT NAME: R-L. GROCE`` PAYMENT RECEIVED BY: VY? f FEES: i S1,396.00 i Regional Waste District Residential" .SANITARYSEWER PERMIT Q02,1t3 INDIVIDUALLOT! EXISTING,BUILDINGS Permit Type Final Lot'l±lumber. 78 §ubdivision ._ _ ° _ ___ Claybourne _.__ Section Number ---- -------- ------------ Lift,station - 14 Aastln Oaks Stati66 TreatineritPlant CTRWD WATP Builder Ryland Homes P"bone`Nu`mber' ------- 846 2783 ---- . __ _ _ ' Parcel Acreage EDL1 in Gallons -- - 310 Invoice Number hall'be per-the below: All ins' stone to lwelu or otherrsources of ground, or will"assume no,liability for, dra wYiicli-are ezfended:beneath; man Address Number 1317,3 Street. Anlor ia,blvd City Westfield" Zip Code - 46074 County Hamilton' Local Sewer Charge - Y Plan Review and`Inspectiom ___-____--_ Application Fee. $100!00 EDUF.ee _ $1,650.00 ------------ fnterceptorFee Fees Due $1,750;00 site Inspections by ;Fie Diatnet aib MANDATORY and,shiall be arianged'by dontacting'ilia District's office"at 844-92 241hours in'advance_AII new constructiomwill be placed"on billing slxmonths.efter:connection-has'been€made- wherrwafer Is connected; whicheverboi d§Irst: hg e The:b6ilding`lias: UsmH 03N1-29 CBN1-28 DSMN Grease Tra -No Slab, Foundation No Lid Elevation 917fi1/ 916 28sft ? p - --- --- = ---------__,_° - _, Grlf,lnfercepior No Geawl;Soace ,No First Floor-Elevation 918':90 R; 91690 f€: Grinder.Station No Basement Yes Basement Elevation 909.90 ft 909.90 fti calculation rs based on both,Wnbole Lid Eievoironssnd the elevation of the;Ffrrst'Floor ? 49 aY_ - 2 62 -'' Per. brdihance 9-13 99„and the elevations providedAhe;substructure shall"be;plumbed; by; EJOCtOr Pump or Gravity 1 1. 11 The Dislrict, reserves tF4enght io`inspectallsump pump conneclions to erisure'.no;illegal connections have;beentmad_e K7= Manholes shall- remain,aecessl bleat,al l times: Buried manf ales will tie carrected hythe Developer/Owner a Conditional Permit=Terms: All conditions?hage,been met. Connection to the sanitary sewer; is nowpermitted. By srgning'balow al,atfespthat I am €amrhar wish the pistncts sp ficaUons and agree ta:accept nsponsiNlity ror.Al work done under I Builder/,Owner Signature' /__ ray K Phone_Number. Approved`By" IvL? TSrV? ?,r ,,. F?rr1ti ?p`) Permit bate 811612007 Revised7126i0T Permit.is valid'for,O'ii .YEARarom ihe?date'issued_ permit: valid only wiTh CTRWD`seal in red, ink. SUMMARY or LATERAL INSTALLATION REQUIREMENTS within 90,days of notice providing a. ropertyline. Only`one:butding may 2 No foundation or other storm water: drains shalI,be'interconnected to the sewer,'Iateral installed and connected`to the-District's sanitary sewer. 3 The; exis'ti'ng sewer Ilne:from the Building to,'the septic'tank may only be used,if ifis located.under,a building addition,, patio, porch or paled dnvevJay: Air test is required to show 'if'accepta6ie'for re-use: The property owner shall ;,bear the"cost of all testing. The DistncLinspector must be onsite:for:ttie duration of the, air test.. 4. The owner or contractor. shall notify'the District,prior{to covering.1 he;installedlaterai so,that,the Oistnct can,make an, inspection to determine;compliance with the Districts sewerruse ordinance Such notification shall he made 2q hours pnorjoApineed for the. inspection. If the inspection faifsand_a,second`inspeclion .is required, or contractor is not on siteifor scheduledtinspecfion,,or,failsto cancel inspection,.an additional-tee of,S1t)O:GtJ,wilfhe due`This- must tie paid. ,prior to.ihe;Pma,of`the o- I ow up'inspection. tify, PVC PIPE`. SDR'35 or SDR 26;,ASTM,D3634; SJKINCHIBIPE's PVC PRESSURE RATED,sPIPE: SDR 21, ASTM D2241,,SIX-INCFi PIPE RESTRPJNED.ANT PVC PIPE',(DIRECTION'AL Dl2l[r)_ Yelomine5R0'-2:1, ASTM D2241, SIX INCH PIP.F (use only per'approval`of the,District,Engih6dr) CASRETED..JOINTS. ASTM'133212 C3ASK ETSr,f1STM,F477 HTTINGS'S?R,26 o?tietter°(NOferrico s allowed) DUCTILE,aRON MECHANICAL COUPHNGI.WTHOROPER FITTINGS CLEAN.OUTS,TO BE:LOCAT,ED N6100RE THAN THREEtrEET_FROM THE FOUNDATION.AND NO.MORE,THAN 900 FEET APART:: 7. Bedaing IJse'Numbr rushed stcrieLcr.Number_6 fractured faca aggregate. Nurr 8 slone,backfill.material,is,to be piI tl from '5 richesbelow,to 12- inches al pipe:,The tiench•should'oe'a,minim m of IIbjnches wida (six inches-on both sides of the pipe) 8 Laterals shallsbe mstalled;no closer 1han 20 feet from wafer wells unless PVC pressure grade pipe 1s-Used meeting SDR 21;and ASTM 02241. Any ppopo§ed installation requiring pressure pipes F all be`reviewed,and,accepted l y the Drstr?ct'and;the Qistncbsengineer pnoFto installation 9. Where a"transition is made-Between SDl and pressure'grade SDR°21 pip"e;a ductile iron gasketed mechanicaGcoupling shall, l used 11 a.. Lateral's shall'terminate within 3 feet of the°@uilding unless the,conditions ih'item #3 above areNmet:; No glued pipe shall besinstalled outside three:feet,of building foundation wall5'_ ite. 12:_ Septic effluent shall not he,pumped outinto'the sanitary sewer.system 11, The District,shal[` respect ALL,lain raIs Pleaseicall;the=Distort office: at,l9200<24,hours,prior to time of 14 _,Conlractorssshall lay 14 gauge solid wire`tlrillre,length of the lateral. Wirens:to,be placed on tep•of the'lateral. The. District inspector ' ll.ver'ify placemcri t-he.wire. Aftermspection, bedding,is,to_ be'placed on top. 15.5Galtbefore•you dig. IUPPS 1-800=382-5544; 481hours'priorto digging.. Revj5ed,70VOT 6 Acceptable Pipe Materials Clay Township'RegionahWaste:District 10701"College Avenue -`Suite A lndianapolis„Indiana 46280 Plot Plan Prepared for. R"H. of INDIANA Lot 0 78, oorltaining 16,818 S.F.f, In Clayboume Section / 1 Instrument # 200200086424 P.C. j 3; Slide j 90 Clay Trip, Ha lton County Sec 30, T18N, ME 13173 ANTONIA BLVD (85 R/1) Carmel, IN 46074 Prepared Date 8/08/07 :By. WIN PROPM BUYER(S): INY.D tY Ccmmuni:v Restrictions: Side Yard =N/A Racr Yard = 201 'ggreg)te = 10' (B Zaninc = S1 Finished Fleur Elevation )nformatior. Foe Grade = 516.7 per plan Fad Grade + C0' = Gcrcge FFE (917.4) (Bsmt) Gcrage FFE + 1.5' =-Residential FFE (918.9) Residential FFE - 9.0' = Basement FIFE (909,9) Nole : The geroge finished da)r elevation is t.5' ebwe the c4rb at the drive, per cider,, ?I STR 29 ! !r TC=977 PER PLAN V.??:'. loft i [ foie', Th s drawing is based m em7lmch'm plops r record drawings, and is not lased upon a Feld saver: The Schneider Corporation does nct warant the accuracy or suffidncy cf this nfarnat.. cnslraotors should verify Mating cond dons prior to any construction. My discrepancy found on this dramg should be re>mtd to The Schneider Cwponotian hnmediutdy, faring to on so results h. Din nml lots amnnilhan of err liability B&SEY fT NOTE The basement elewtion, depicted Ii has been delemtined and based on the odd grades and/or omiaum lake fran the eanst.dion plans for WN ssldthe,on. Urdess slated, no Inlaenation dNt fluchsoing veal. tnhles, .1 cand0ims, on sod tapes has been pro4ded or stales on mW rIme. Nis lot is located new a body of wpb.. Lc: or mil pmdiYima may r,Wk, that the tceement floor eilsQU n Se held :.a feet (2'-a' obave mmncl pool elesation, Site inxsOgetion may be relaxed if nja, Is eocourmed ourng the esoaWtion process r is other kne.n .ever elevation or sops condtions ore prseent Inseetigutian and nny remedial proceduree arc at N discretion of the twHier to deterl cnd take oppraptere steps of D:bon. It my ground voter Is encnmt.ec doing tire escowtDD art bitter is encouraged to contact he Sah?eider Corpcmtion to discuss possible courses of cc:ioa. SUMP -PUMP . NOTE Sidewalk loi6e placed 9,,p pump(s) to Se placed by bulb. des xdee 5' tram property Brae,` n_ Sam back of curb, per plan Lot # 78 V.b 07.0078394 CITY OF CARPEL thOTE In the residential districts limiting height to twenty-five (25) feet, a cwelling may be increased in height to thirty-five (35), provided the side and rear yards ere increased an ocdltioncT foot for each fact such structure y? ° exceeds twenty-rive (25) in height. (Per Carmel Zoning Ordinance 2611) O Sanitary Sewer Casting Information Assumed North LiDstream. Manhole, IC= 917.49 Scall 1' = 40' Downslredem Manhole, TC= 91620 per plan Note: The conlract)r is to rnointain c minimum distance of ten feet (10') between the sanitry sewer and water line laterals. SZOT » 260, an Zvi Ha 21d ? M1 r r 26.D .V dw? r r Y r 1 47.5 p , a<.S _ e7 V r3 IL< (? it I OI, eY C ail m a H d I a tRl N / ?„ m d A IA r1 °l lip 1 c7; I cr 16 v a ? e 0.? r I Fri P? !lo' DL)esE-?? to' ' ---- DuasE --- l - ------------- TIC M 0 3M 122.61' PER peY 10'OU&SE FLOOD HAZARD STATEMENT CERTIFICATION LOT 79 NO RESIDENCE ``\\`\\?\?`\\P1NlHlIII111fH1//1J//j!!!/ i. C ?. ten. SIGNATLRE : DATE: SIGNATURE REPRESENTS CONFIRM401t OF RECBPT Or PLOT PLAN BY CUSTOMER. This drawing is not intenced to Le represented as a rencnilment or original hxrrA5rv survey, a route survey, or a Severy>;r LDcQUvr, Report. FLOOD HAZIPD STATEMENT Tale accurocy at any flood hazard dcla show, on khis Dlat plan is Subject to map scale uncertainly cad to cry ocher uncertainty in location or elevcfion on the referenced flood insurance note mop (FIRM). ALL of the within desc;fDec lend Du--S NOT LIE wilnin that special flood hazard area zone "A, as said land plots by scale on Community Map Panel # I8057C 02G5F of the flood insurance rate map (FIRM) for Hamilton County Indicna. Dated February i9, 2001 The Snider Corporative Enlin-mg 8901 Due dvmue sulweying Bletorto Port Harrison rwndeeape dl`ahdtecnne Iedlenepa8s, lotions 48218-1057 aIS • 12 917-M-7100-' aselev Plot Plan Lecend • 3i7-1_'O,-'1200 FAX 110-OUDI Proposed Grades All. Fare Hydrant 000.0 Existing Grades 000.0? Contour Grade * Approx. Lateral location t ? Sanitary Sewer Lines - R - Storm Sewer Lines - v - Water Service Lines - - - -Sub-Surface Drain Lines d Manhole (Sanitary or Storm) ® Beehive Inlet (Storm) ? Curb Inlet (Storm) D End Section (Storm) -ono-•__ -Flow Line ofswole - Building Line (BL / BSL) - - - - -- - - Eosemeinl Line z ea Fe ? n apE Twlc?? swasc secnoN Private Walk =226 SFt Ground Cover Cafculotions: Drive =1361 SFf Public Walk =N/A SF± Asphalt path = 1234 SFt Hydroseeding =7233 SFt Sod = 778 SYt ,from Rear of residence. Optional Sad Package Hydroseeding =2131 SFt Addl. Sod Pkg.=500 SYt, to Rear easement. No.' S0303 " $TATH OF