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Home My WebLink About07080153 SewerCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT Sec:28 Twp:18 Rng:03 Sub:STP B1k:2B Lot:lll PARCEL ID ........: 1709290018003000 DATE ISSUED.......: 08/17/2007 RECEIPT #.........: 26047 REFERENCE ID # ...: 07080152 SITE ADDRESS ..... SUBDIVISION ...... CITY .............: IMPACT AREA ...... 134_56 CUPPERTINO LN STANFORD PARK CARMEL OPERATOR: plux COPY # : 1 n OWNER .......... .. : RYLAND HOMES ADDRESS ........ .. : 9025 N. RIVER RD. CITY/STATE/ZIP . .. : INDIANAPOLIS, IN 46040 RECEIVED FROM .. .. : RYL•AND HCMES CONTRACTOR ..... .. : L•IC # XA-1SUP COMPANY ........ .. : A-1 SUPERIOR EXCAV ATING ADDRESS ........ .. : 3143 ROSEWAY DR CITY/STATE/ZIP . .. : INDIANAPOLIS, IN 46226 TELEPHONE ...... .. : (317) 896-0767 FEE ID UNIT QUANTITY AMOUNT PD-TO -DT -- THIS REC ---------- NEW BAL ' ---------- ---------- ------------- ------ USFWATCONN FLAT RATE -- 1. -- ---------- ------ 00 1310.00 -- 0.00 1310.00 0.00 UWATERTAP FLAT RATE 1. 00 86.00 0.00 86.00 --------- 0.00 ---------- TOTAL PERMIT ---------- ------ 1396.00 ---- 0.00 - 1396.00 0.00 METHOD OF PAYMENT AMOUNT -- 'NUMBER ----------------- - - ---------- ---------- CHECK 1396. 00 13589 --------- TOTAL RECEIPT 1396. --- 00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT `. fi: L"`:.NA tl PARCEL ID #: 1709290018003000 LOT & SUBDIVISION: 111 STANFORD PARK ADDRESS OF CONSTRUCTION: 13456 CUPPERTINO LN CARMEL, IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 13589 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax #: Email: Street Address: 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERIWATER PERMIT Special Notes]Conditions: Permit #: 07080152 Date: 08117/2007 LOT 111 STANFORD PARK, WATER PERMIT NO NOTES' The buiIding& Sewer Shall be pvc sewer pipe meeting ASTIvI specifications 31134 SDK 3a of latest revision: or vitrified clu; pipe, meeting ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials arc 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 shalllbc in strict compliance with pertinent City of Carmel ordinances. Back Watcr check valves shall be installed in accordance with City Code Section 9-122(x), and sections P3008.1 and 2 of the International Residential Cade- All building sewer shall be 6' diameter. 111 installations -hall he `open trench" inspe t d and approved by the Carmel Sewer Department before anv backfrlline is done. Non- compliance may result in digging up the sewer installafien andior denial of future sewer permits and/or denial of?4ater conpections_ No tooting or foundation drains cr other sources of ground water or storm water shad be permitted to en€cr the public sewer. Sower inspections should be requested ai (317) X71-2698 one to four hours in advance. No inspections or installations will be made on Saturday or Sunday or hoiidays unless arrangements are made at least 24 hours in advance- A I J plumbers or contractors installing sewer for water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any street mnsl he cul_ a s rrara.le street cut nermit shall he nhtainul_ APPLICANT NAME: R.L GROC{{E PAYMENT RECEIVED BY: /lJl FEES: $1,396.00 Regional Waste District ,Residenti4v SANITARY-SEWER,PE1?M1T ,00221 INDIVIDUAL LOT I-EXISTING BUILDINGS Permit-Type - ---` Finaf - ----- ------- -- Subdivision Stanford Park Section Number - 2B -- Lift. Station: 23 1.26th.Streel Station Treatment Plant mix Builder Phorte-Number` Parcel Acreage EDU in Gallons Invoice Number - -. - -fi 310 PLEASE NOTE:Mnstatlation of bu District (see?reverse). and anv cor be: f Lot Number. Address.Number -134.56 Street, Cuppertlno Ln C tty. Westfield, ------------- -- Zip code 48074 County Local,Sewer Charge - Plaii;Revieav and Inspection: Application Fee $,10000 - ------ --_.-___5 ,._ EDU'Fee $.1,650:00 Interceptor Fee Fees Due - -- -- - $7,750:00 Districtvw_di assume-ne Liability for drains ti9hlch_are below the.grade0evel el laterals which are extended beneath drivewayst.orsidewaiks. The=permit,h will be-respcnsible far'damages.to•the_Distrlct's,sewer system. This include manhole,tidsand'lhe like; caused by construction activityon.tne building-si Inspections'by-the District are MA bATORY,,and,shall berarranged by ccnlacbng'the District's office at 844-9200 24 hours in•advance; All new,construclton will pe,placed on billing six months aftef connectlon'has-been'mad'e or when water is connected,. whichever comes first;. 6r) The huilding'has: 'USMH ;SF.P=742' -SFP-791 DSMH' Grease Trap N6'. 'Slab Foundation No Lid Elevation 91'5 ft .1 817A 4 ft - -- ------------- Grit Interceptor . No drawl Space Na FirsfFloor'Elevation 91Bi40It 918.40 ft -- - Grinder Station, No; "Basement Yes' 9asement`Elevati6n 909.40A 909:40 ft ----------- -------- Calculation ts'basetl On both Mahhofe LidElevatiansand the elevation of the First Floor f __87 (- - -- 1 26 Per Ordinance 9-13 99,and';the'elevations'provided, tie substructure shall,he,plumbed by:, Ejector Pump.or Gravity ACC The,District-reserves,the Fight to inspect all sump pump connections to;ensure no,illegal cbrxiections have'beemmade! Manholes shall remain accessible alalhtimes-Buffed manholes 411 be corrected;by,ine,D.eveloperiOwner. Coreditiana t Perm itTe rats: All conditions-havebeen met.-:Connectionto the" anitary'sewer is-now permltted. C`7D ._6y.signing below I attestithat lam familiar with the t]isinct's s eaficalions and agree to ac, pt responsibilily4orall work done'u_nderthis:permit. :Bullder.i Owrter<Signature Phone Number PnntedNNamey Perrnit4l7ate 8MM007 Ua?tly:J I'e3rer, UuectorolP.oministhdtmn:$ Customer Service ed 71243,107 Permit is valid tor-ONE-YEAR from Ihe.date issued. Permit valid >:only' with'CTRWD'seal.in red ink. SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, Buildings etc, shall connect to th6e Dlstnot s sahitary sewer systern'within 90'days'of'notice providing:a sewer?is.withih?kfleei,for Ha'' 'on Counly or ll 0kfeet for'Bcone,County,of the pmpe ty line. Only',one builtling ray connect to,fhe sewer main. per lateral unless otherwise,apprcWed by the District.. 2 No foundation or other storm water,drains shall 'bie thterconnected to the'sewer lateral-installed and connected ito the District s sanitary sewer 3. The existing -sevrer11he from the building to the septic tank may only be used';if'it'is located under'a building, add parch or paved driveway. Air test s,required to show ifacceptab% for re-use. The Property owner shall bear the cost,of'allaesting T erDfstIr inspector mustbe 'ri ire f&the`duration of the air test. 4 Theiowneror contractor shall'notifythe l istricfipriorio covering fhe,;installed lateral.soithat the District can make`an` mspection to determine compliance with the.Disinct's'sewer uwcrdinance Such notification shall be made 24hour"s pn&_fbo the need fc"r the inspection'w, It the"inspection fails,and:a second. inspection is required or contractor is not_on sate,tor'klieduied'inspeclion,'or fails'to cancel inspection, an,additional fee of $:100 00 wilf_be' due This mushbe paid pnor`to the time.cfthe follow up`inspection. 5 Property owners are hereby„advis pnvateisewage disposAk(septo) syst' sewel a`septlc tank shall be aban s`afe:and'sanilary manner.' Pleas&c the,departmentof the ahand,onment e. Acceptatle=Pipelvlatiodal"s PVC PIPE: SDR'°.35or;SDR'26„ASTM.D3034, SIX INCH f?IPE RVC`PRESSl9RE'RATED PIPE:` SDR 21, ASTM 132241I, SlxltNmPIPE RESTRAINED JOINT'PVC P115E (QIREQVMAL DRILL); Yelorrne SRD 21; ASTM D2241SIX'INCHPIPE,(use ontyperrapproval of'the District ' Engineer) GASKETED'd0INTS: ASTM D3212- GASKETS: 'ASTM F477 FITTINGS:- SOR 26,,or,better (NO.:femcolsallawed) ,p< CTILF,IRON',MECHANICAL-000PLING-WITH PROPER FITTINGS; CLEAN OUT,9SOB :LOCATED;NO MOREL THAN' THREE FEET Fl FOUNDATION _AND NO?MORE THAN 100 FEET APART. maintenance of lion td a public al or stone. in a' ationard to notify 7: ;Bedding Use Number 8: crushed Istono cir`Number-8,fra`eture&face aggregate, NurT1cru3 stone' backfill.matenaf_is to be placed from 6'inches ,below to 12 inchesaiiovedhe,ppe-. The_:trench should,be,a.r iinimum of'18;i this wide (six niche`s^on 6oth sides of th'a pipe) B Laterals shalt be installed-no closer.tharr20 feet from water wells unless PVC pressure grade pipe is=used meeting 'SDR:24aandiA3,TM D224`1. Any proposed installation requiring pressure pipe'shill;be reviewed' nd'accepted bythe District and"the District's,englneertpriorto installation. 9. Where a fransition,is made between SDR 35?pipe and pressure grade SbR 21 pipe,a ductile iron gasketed- mecfi ani'at coupling hall 6e used 1o; Laterals shall terminate within 3=feet.of the?Luilding'unless the conditionsrin item'43 above are met.. No giued,plpe shall be installed outside threeteetof bullding;foundationwails. 11. Addihonal information off District, stand ards and',specifi'catfons.may be cbkained from'the District''s office during >n business hoursg'of B:OOa.rri. to 430 p.m. Monday through Fnday' Ail Disfncrstandaids_can be'located on'odr web "site at,fittpa(www: ctrwd-o rgf. Clay Towfishlp;Regional Wasfe'Distnct 10701 College Avenue- Suite A,Indiariapolis,;lhdiana 46280 12. Septic efflue shalt not be pumped "out into'Biersanitary sewer system. 13: The District shall `inspectALL.literal S: Please call the District,office'at`84d 9200 240-ours prior to 'time of •14. Contractors. shall lay 14 gauge solid wire the entire length of,the tafenal. Wire is to be.placed on,top of the lateral: ?aced on tp, The bistrict inspector will venfy placernent otthe wire[,After inspection,.bedding into help C 1'5I Call3befoceyycu,:dig. I0PPS°1-1300 382`5544, 4Mours Prior t( (I jiggin g- Reuisad,712a!(77 She Scpadder Corporation am alb Amu Ehi Port Ea fb= ladlmepol4, ladime 1=6-1x87 917-92A-71110 917-8211-Tana v41x This Plat Plan Prepared For: R.H. of INDIANA Lot # 111 , containing 5,400 Stanford Park Sec. 26 Instrument #200600049043 S.F.±, in Plat Cabinet 4, Slide 126 Hamilton County, Clay Township Sec. 29, T18N, R3E 13456 Cuppertino Lane_ (50' RIW) m131? IN '46074 Prepared Date: 08/10/07 : By. AAA Proposed Buyer(s):INVENTORY Community Restrictions: Side Yard = 3' Rear Yard = NIA Aggregate = 6' B.H. Zoning = R-2, ROSO Finished Floor Elevation Information Pad Grade = 916.2 per plan Pad Grade + 0.7' = Garage FIE (916.9 ) Garage [FE + 1.5' = Residential FFE (918.4 ) Residential FIE - 9.0' = 9aselcisnl FIFE (909.4 Note : The garage finishetl floor elevation is 1.8' above the curb at the drive, per plan, Sidewalk to be placed Mine with property line, Yffom back of curb, per plan. Nots: Bulder to ensure positive drainage away from structure(s). 0 0 _w tV N?C1 b Yn II W (T n Z S a S Note: 9unnpfar This drawing is based on construction plans or record drawings, ],ad= a drohitedmw and is not based upon afield survey. The Schneider Corporation Go -In does not warrant the accuracy or sufficiency of this information. GWW Contractors should verify existing conditions prior to any construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation immediately, failing to do Plot Plan Legend so results In the contractors assumption of all liability ® Proposild None: Existing Grolier ,0011)? contour trade The basement elevation, depicted hereon, has been determined # Approx. lateral Location and based on the pad grades and/or contours taken from • - Sanitary Sewer lhes -or- storm seer Lines the construction plans for this subdivision. Unless slated, no - w Water Seance LYua information about fluctuating water tables, sal conditions, or - - - sub-SuNace Oran Lhes sol types has been provided or staled In said plans. This lot 0 Manhde (Sanla<Y N Storm) Is located near a body of water. Lot or soil conditions may ® ? Wet (st') require that the basement floor elevation be held 2 loot U End section (Storm) above normal pool elevation. Site investigation may be ?. Fire Hydrant needed if water is encountered during the excavation process - "' - • • • - Flow Line ul swoie or if other known water elevation or sal conditions are present. Investigation and any remedial procedures is ot)the discretion of the bulder to determine and take appropriate steps of action. If any graund water is encountered during Note: Sanitary Sewer excavation the builder is encouraged to contact The Schneider Top of Casting Information Corporation to discuss possible courses of action. Upstream Manhole, TC=915.53 Downstream IAanhole, TC=917.94 per record drawing UPSTREAM SANITARY MH NOTE The upstream sanitary manhole T.C. elevation shall be no less than one foot (1'-0') below residential F.F.E. )Note: The contractor is la maintain a minimum distance of ten feet (10) between the sanitary sewer and water line laterals. Ground Cover Calculations: Drive = 496 SFt Public Walk =145 SFi- private Walk =40 SFd: Hyd'oseeding =n/o Srt Sad =322 SYi: , entire yard. S TC7TR. (4f71744 4" rt 11 PER"RECORD DRAWNG 9 ?Q Assumed North Scale: 1' = 30' FLOOD HAZARD STATEMENT CERTIFICATION No. SINAARE: GATE - = S0303 STATE OF S[ gWKPE RM SNTS carsmuA11a1 OF rd:IEPT OF PLAT RAN BY CIMEA. r ° A,k ceE. '01 AkA W,..........v " Note: this drawing is not intended to be represented as a retracement or TYPCAL SWALE SECrON ////??/4ryr7,rfrJllUl lnltttytyvxw?????\\\ original bwndory survey, o route surrey, or a Surveyor Location Report, Flood HazanJ Stnement The accuracy of any flood hazard data shown on this report is subject to map scale' uncertainty and to any other uncertainty in location cur devation on the referenced flood insurance rate map. ALL of the within described land DOES NOT UE within that special flood hazard zone A as said land plots by scale on flood insurance rate map /18057C 43205F for the City of Carmel, Indiana (maps doled February 19, 2003). Note: Sump pump(s) to be placed by builder as needed. LOT # 111 VB # 07.0078437 'W?