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HomeMy WebLinkAbout07090132 Sewer/Water Permit/sCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: twedcing COPY # : 1 Sec:29 Twp:18 Rng:03 Sub:STP Slk:l Lot:14 PARCEL ID ........: ZSTP14 DATE ISSUED.......: 09/27/2007 RECEIPT #.........: 26369 REFERENCE ID # ...: 07090131 SITE ADDRESS ..... SUBDIVISION ......: CITY .............: IMPACT AREA ...... 3544 CARDINAL WY STANFORD PARK WESTFIELD l X i /l OWNER ............: RYLAND HOMES ADDRESS ..........: 9025 N RIVER RD CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: RH OF INDIANA, LP CONTRACTOR .......: LIC # XA-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 ------ - NEW BAL ---- ---------- ------------- ---------- USFWATCONN FLAT RATE 1.00 ---------- ----- 1310.00 ----- - 0.00 - 1310.00 - 0.00 UWATERTA_P 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 13748 TOTAL RECEIPT 1396.00 CITY OF CARMEL/ CLAY TOWNSHIP WATER/ SEWER PERMIT/ RECEIPT V[bOPN - PARCEL ID #: ZSTP14 LOT & SUBDIVISION: 14 STANFORD PARK ADDRESS OF CONSTRUCTION: 3544 CARDINAL WY WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RH OF INDIANA, LP CHECK #: 13748 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 Special Notes/Conditions: SEWER/WATER PERMIT Permit #: 07090131 Date: 09/27/2007 LOT 14 STANFORD PARK. 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 ASTM specifications C-700 for cztra 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 .'_ of the International Residential Code All building sewers shall be 6" diameter. 411 installations shall be `open trench' inspected and approved by the Carmel Sewer Department before any backtilling 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 inspections should be requested at (317) 571-2648 one to four 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 he cut- a senarate street cut nermit shall he ohtained. APPLICANT NAME: R L GROCE PAYMENT RECEIVED BY FEES: $1,396.00 -onar Write Dis*r-ic ; Residential seurrnov c?wr? rsrcew..r ', 00601 INDIVIDUAL LOT 1, EXISTING.BUILDINGS Permit Type °-- ------ Final --------° Subdivision Stanford Park 'Section Nlumber -------- ---------- ---------- Lsft'.Statibn 23 126th Ste6et,Station TreatmentiPlant ---------- mix ---- ------ _Bmider_ .-_ Ryland Homes 'Phone Number 8,46-2783' Parce'l:Acreage EDU,in.Gaflons - e ----- _.- _ - 310 Invoice Number Lot Number 14. ----------------- Address?Number ___ - - - 3544 Street -------------- CaFdc.nal Way -- City - - -- Westfield L'p Code .46074, County. - Hamilton Local Sewer Charge -- ------------------- -- Plan Review and Inspection Application.Fee - - $100:00 ° EQU Fee $1,650.0.0 pforFee-._______.-. ___ Intece Fees Due 50_ °__-____--__ $1,7 00 d laterals manhole Inspections by the District are MANDATORY and shall be arranged:by contacting the,bistrict's office at 844-9200 24, hod s in`advance: AlFrievdconstr'ucfion will be placed_oli tiilling,siksmonths after connection has=been made,or when water is'conriected; whichever comes first. The building has±F 0SMH'.SFP1-713' SFP1-7 T4 DSMH GreaserTrap No Slab: Foundation - ,,No, Lid Elevation 917.51 ff 914t58;ft ---- .- - ___ --_. _ ft Grit'Inteiceptor No Crawl Space No First Floor Elevation 918-30 ft 918.30 ft Grinder Stati0lt No Basern0nt Yes Basement,Elevaticii. 909.30 fl'' 909.302ft. == - Cg6fation rs ba@wdorr both Manhole Lfd Elevations and the etevation'.ot ttie first F(oor C p 79 __ 3.72 Per Ordinance 9213-99 and the elevations',provided,,the's6bstructure,shall be plumbed'by:' Ejector Purnp the Disincf-reservesthe-right to Inspect..allsump.pump cdnneai6ns to ensure no iliega! con neGions?havelbeen made. Manholes_ shall remain :accessible ..at;ail,times., buried ma nbolesviil be corrected by the DeveloperlDwnei Conditional Pe'rmitTerms: - All conditions. have'been met.: Connection to the sanitary,sewer is. now permitted., By signing below, l attest,fhat I am;farniliar with L5e:-UsEnct s speciRCalionsond agree to accept responsibility fatal) workdonepndectliis permit. Budder/'Owner Signature phohe,Number Pnnted'Name CI-L Approved Permit Date: W2712007, Candy k Fa U.,. O,recMro/gtlmmsfrefrpni,? Cugfomg[Service cReyised.726i07 Permit is valld:forr0ME YEAR Pram the;dale issrle& Permit valid only with;CTRWD sea in red ink: SUMMARY OF'LATERAL'INSTALLATION.REQUIREM'EOTS 1: All'houses =buildings,xetc,, shall connect to the District's sanitaiy,sewer system. within:90 days of notice providing a 'sewer is within 300 feet,for°Hamilton County or 10_© f64for Boone,County ol'the property line.. Only one building'may 6o6nect-to4he'sewer main per lateral unless otherwise approved by the;District; ' 2 No foundation or other,stormwater drains shAllbe interconnectedlo'the'sewer lateral installed 6n'd'conh6cted to'. W the District 's sanitary'sewer: . ocated under, abuilding . ,a-use, Theiproperry.owrier of the air test., 4. 'The owner or. contractor'shall notify'the'Distrlct prior to coveringahe'installed lateral so that the District canWake'am inspection to deterrrirne compliance with'the.District's sewer?useiordinance. Such notification shall be made 24'-hours prior to the,need-for the.inspectton Ifthe inspectionfails'and'a seco,n4'inspection is req6ii6d orcontractor isinot on site for. scheduled-inspection, or fails todanoel inspection, anaddrtionaffee of $.10D 00 wril'tie.due. This:mustbe paid prior, to the Gme, of the Je low up inspection. 5. Properly owners are,hereby advised'thatthe:Gounty private sewage disposal (septic) systems. `The.County sewer, a.septictani '...shall beabandoned`(pumped.cl safe :andsanitary' manner. Piease contact the:a_ppropr the , partmbntrbf'the;abandonment., 6. Acceptable Pipe Materials; PVC PIPE SDR!85 or SDR;26,.ASTM D3034,-SIX INCH PIPE PVC,PRESSURE RATED, PIPE: SM 21;. ASTM D2241;,SIX=INCH PIPE o n" a SRD'21, i in RESTRAINEDJOINT PVC PIPE (DIRECTIONAL DRILL);. 1,e ASTM 132241,,'SIX INCH PIPE (use only per:approval oftfie District Engineer). GASKETE&J01NTS.: ASTM D3211 GASKETS;'ASTM E477 FITTINGS: SDR 26"or'beiter {NO0 femco's allowed) DUCTILE IRON' MECHANICAL COUPLING WITH PROPER FITTINGS. CLEAN OUTS TO BELOCATED'NO MORE THAN THREE;FEETFROM THE FOUNDATION AND NO'MORE THAN 1d0 FEET'APART., on and:Fnaintenance of connection to a public 7. Bedding 'Use Number 8:crushed stone or Number 8 fracturedJace•aggregatb- Number.8;stone backfill,material_is,to be placed from 61rtches Below to 12:66hes above the.pipe: The.trench shoutd'P6e.a.minimum ot18 inches wide (six inches;on'both:sides of t o pipe) 8: Laterals shall be.installed no closer ihan;20 feet,from waterwellsunless PVC pressure grade pipe'tis used meeting SDR_211'ahd ASTM D2241. Anyproposed installation requiring pressure pipe;st all bereviewed ahdraccepted byithe Distiict,ardthe District's'engineerprior to instailation. 9. Where a iransition;is made;betweenSDR 35#06 aiid pressure grade SDR 21, pipe; a ductile iron gasketed mechanical coupling shall be used. 10., Latetals shall terr`ninate'within43 Peet of the buildingr,unless,the cpnditions in item #3'above are met. No glued'pipe shall 6e`installed`outside4three feet of building foundation walls, 11 Additional informati6n.ori District-"standards and•specifcations may beobtained from'the District's office'during bush ess hours cf B:OOa,'rri: to 4:30 p.m.. Mondaythrough. Friday:,All District standf rds,can„be located on our weti site ate http-//www.ctrwd. orgk Clay Township Regional Waste District 10701 College Avenue-!,Swte;A.Indianapglis, Indiana 46280 12. Septic_el#luerit shali iiot;be'p_u'rnped out into thelsanita"ry sewer system. 13. The Dlstrict'shall inspect ALL laterals.- Please call the District office at 844060 24, hours,prior to time;of. 14 ,Contractors shall lay 14;gauge-solid wire the entire length:of the:Iaterai. Wire;is to ba:placed on,top of the lateral. Thetis tnct inspector will'verify placement of the wire. After inspection; bedding is to beplaced,ontop, 15. Call beforeyou,dig. IUP:PS 1- 800-382-5544, 48:houes irior: to digging; ReP 017124!07 (4: This Plot Plan Prepared For. Lot 114 , containing 5,400 Stmfad Park Secf(Ofl I INSTR. 200500009385 PA. # 3, SBds # 577 CERTIFICATE of CORRECTION INSTI 200500044195 Clay Trip, Hamill County- Sec 29, TIEN, ME The Schneider carpmetion &pneffiq 8801 Otis Arcane aw"Aap Moteric Pmt Butheoe Iwaderape hehtteeture IadleaapeiM, ladle.. 40e-1097 0 •LIS 317-838-7180 WOU 817-828-7300 FAX R.H. of S.F.f, 3544 Cardinal Way (50'll -6mrfel, IN 46074 41 Prepared Date: 09/24/07: By AMA Indiamo Plot Plan Legend in ® Proposed Grades 000.0 Existing Grades ,WOOS Contour Grade * Approx. Lateral Location +?• a Sanitary Sewer Lines -I Storm Sewer Lines - w - Water Service lines. - - - - Sub-Surface Drain Lines • Manhole (Sanitary or Storm) ® Beehive Inlet (Storm) In - -Curb inlet (Storm) D End Section (Storm) A Fire Hydrant -Flow Line of Swale - Budding Line (BL / EI - - - - - - - Easement Line Proposed BUyer(sy Melinda V Waldo-Ross Community Restrfctianx Side Yard =3' min. Rear Yard = N/A Aggregate = E (B.H.) R.H. of Indiana Finished Floor Elevation Information Pad Grade = 915.1 per record dra Pad Grade + 01 = Gerage.FFE (9 Garage FFE + 1.5' Residential FF Residential FFE - 9.0a'= Basement Note : The garage finished Roar elevation Is 1.7above the curb at the drive, per plan. Ground Cover Calculations Drive = 513 SFt Public Walk =144 SFt Private Walk =40 SFd Hydroseeding =n/o SFt Sad =322 SYd , from entire yard Sidewdk to be placed 1' from property line, 4' from back of curb, per plan. Note: Scnitory Sewer Top of Costing Information Upstream Manhole, TC=917.51 Downstream Manhole, TC=914.58 per record drawing hate The contractor is to d'is'tance of ter feet sanitry sewer end wr XT 975.GB B-B S R 0713 / TIC-0751 PER RE= Ixuwras Note: Per CmmM zoning adinanee 28.1.1 The residential district thine height to twenty-Rve feet (25?. however a dwelling may be inmeased in height to thirty-Fw feet (35') provided the side and rear yards are ind'eased an additional one fact (1') far each one foot (11) the structure exceeds the first twerty-five feet (25') in height This drawing is not intended to be represented as a retrocement or original boundary survey, a rouse survey, or c Surveyor Location Report- Flood Hazard Statement' The accuracy Many flood hazard data shown on this rep rl is subjeclto :maF scale u,'ICertainty and to any omer uncertainty in lowdcn or oleva8ca on this re.erenced ?xd insurance rate map. ALL of the within descrited land DOES NOT LIE within that spgial flood hazard zene Ass said land Nots by scale en flood insureaca rate map w 18057 U205F br City of Carmel rnciana (reaps dalod February iQ 2CW). Note: This drawing is based on construction plans or record drawings, and is not based upon a field survey. The Schneider Corporation does not warront the ocmrocy or sufficiency of this information. 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 so results in the contractors amumplim of all liability. Note: The basement elevation, depicted harean, has been determined and based an the pad grades and/o• contours taken from the construction piano for this mbdlvfslon. Unless stated, no Information about Ructuating water tables, sot conditions, or sal types has been provided or stated on said Alms. This lot 4 located near a body of water. Lot or soa conditions may require that the basement eoor eieval'an be hold 2 fact above normal pool'eietiullon. Slte investigation may be needed if water is encountered during-the- excavation process or N other known water elevation or soils conditions are present, investigation and any remedial procedures is of the alteration of the builder to determine and take appropriole steps of action, if any ground water is encountered during excovation the budder is encouraged to contact The Schneider Corporal to discuss possible courses of action. Note; Sump pump(s) to be placed by builds as needed. Note: Builder to ensure positive drainage away from s':ructurt{s). SIGNATURE : OATS: SIGNATURF REPRESENTS CONNRMAIIGN OF RECEIPT OF PLOT PLAN BY CUSTOMER. 14 .0080331 u Assumed North Scale : 1- = 30' 0 i E rwtcAt??c?oM 4.58 ECORB wor aG FLOOD HAZARD STATEMENT CERTIFICATION ?????y1111111111111Nf11!//l7rdy/ f i ??? ;s re' F G?q =o: No. o 50303 ' STATE CF e