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HomeMy WebLinkAbout07110037 Sewer/Water Permit/sCITY OF CARMEL Item. I of 1 PERMIT RECEIPT Sec:19 Two:18 Rng:03 Suh:LRE Blk:l Lct:49 PARCEL ID ........: 1709190001049000 DATE ISSUED.......: 11/07/2007 RECEIPT #.........: 26735 REFERENCE ID # ... 07110035 SITE ADDRESS .....: 3828 LONG RIDGE BLVD SUBDIVISION ......: LONGRIDGE ESTATES CITY WESTFIELD IMPACT AREA ...... OPERATOR: ichastaiu copy ## : 1 OWNER .......... ..: PULTE HCMES ADDRESS ........ ..: 11590 N. MERIDIAN CITY/STATE/ZIP . ..: CARMEL, IN 46032 RECEIVED FROM .. ..: PULTE HOMES CONTRACTOR ..... ..: LIC # XA-1SUP COMPANY ........ ..: A-1 SUPERIOR EXCAVATING ADDRESS .. ... . ..: 3143 ROSEWAY DR CITY/STATE/ZIP . ..: INDIANAPOLIS, IN 46226 TELEPHONE ...... ..: (317) 899-0767 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT ---- THIS REC ---------- NEW DAL ------- -- ---------- ------------- ------ USFWATCONN FLAT RATE - 1.00 ---- 1310.00 0.00 1310.00 - 0.00 UWATERTAP FLAT PATE 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 --------------- ----------------- ---------- CHEC{ 1396. -- 00 --- 0050515194 TOTAL RECEIPT 1396. 00 "R& CITY OF CARMEL I CLAY TOWNSHIP Permit #: 07110035 WATER / SEWER PERMIT I RECEIPT Date: 11107/2007 PARCEL ID M 1709190001049000 LOT & SUBDIVISION: 49 LONGRIDGE ESTATES ADDRESS OF CONSTRUCTION: 3828 LONG RIDGE BLVD WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: PULTE HOMES CHECK #: 0050515194 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax #: Email: Street Address: 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 Band Expiration: PERMIT TYPE: USEWRWATR , SEWERNVATER PERMIT Rnneinl MntnclCnnrIitlnnc- LOT 49 LONG RIDGE ESTATES SINGLE FAMILY HOME MASTER PERMIT BUCKINGHAM 6C NO NOTES' The buildin_e & Sealer Shah be pvc sewer Pipe meeting ASTN1 specifications 3034 SUR 35 of latest revision; or vitrified clav pipe; meeting ASTNI specifications C-700 for catra strenrJt clay pipe of latest revision unless other materials are hereby permitted in writing. The sewer shall be installed in accordance with ASTI%1 1_321 for pvc pipe and the Uniform Plumbing Cade for the Stute ol'Indiana All idstaliations shall be in strict compliance with pertinent City of Carmel ordinances Back Water cheek valves shall be installed in accordance wiith Cite Code Section 9-122(a), and sections 11 1 and 1 of the International Residential Code. All building sewers shall be 6" diameter All installations shall be `open trench" inspected and approved by the Carmel Scwcr Denarlment before any backfilline is done. Nor,- cumpfianre may result in digghtg up the sewer installatic,n and!or denial of future sewer permit andior denial orwater connectiona_ No footing or foundation drains or other saurccs of ground waicr or storm water Shall be permitted to enter the public sewer. Sewer inspeaions should be requested at (3171571-2648 one to firm hours in advance. No inspections or installations will be made on Salurdm or Sunday or holidays unless arrangements arc made at least 24 hours in advance. Alt plumber or contractors installing setter (or water! lines shall have a plumber bond posted with the CITY ENGINEER -S OFFICE Tany street mrra. hz cut. a ceoarate street. cut nermit shall he ohtainerl_ APPLICANT NAME: JOANNE SHEPHERD PAYMENT RECEIVED BY: ?1 I y f i? r 2 //AA7 FEES: $1,396.00 v o Region Waste District. Residential SAIr ITARY'SEYNER, PERMIT 00 38 INptvl UAL.LQT t EXISTING BUILDINGS. P'ermittype: Final, ,Subdivision Long Ridge Estates- +Section Number 9- Lift Station= ----------- 14 AuslimOaks Station -------- Treatment Plant CTRWD,WWTP_ Builder Pulte' Phone'Number 317,5752350 Parcel-Acreage. EDU'inGallons 310' rvoice Number. LLof Number '49 Address Number, ------------ 3828 -- Street Long Ridge:!81vd City _ Vilestfield Ztp'Coda _ 46074 County- _ Hamilton Local Sewer'Charge Plan Fieview,and inspection Application fee $1.0000 - EDU Fed ---- $1,650:00 ------------------- Interceptor Feer District;{see reverse] and Any, coi drains orother sources of_gYound or stormwaler, sfiall be'permitled'to eriter the'-Districts sanitary"'sewer'syste' m: The District will assume no I166ility for drains which aib below the grade level of the nearest downstream manhole kr for laterals'whlch ere extended beneath driveways or'sidewalks: The permit holder (property owner, developer or, builder) will l e responsible for damages to the.District's get sysfem.'Tt is°includes damages-16 :manholes„casbngs,t manholellids and'the like; caused by construction activity on the building site whichJsthe subject?oflhis permit, Inspections:by'the District,are MANDATORY and'shall be arranged 6y contacting the.L istrids ofFce at 134479200 24 hours;in advance-All new conslructiowwillFbe?placed on billing,six months'after connection,hasbeen.made:or when'wateris connected; Whichever comes?first.. The building has: ItSMH LRE-819 LRE-818 DSMfi Grease,Trap No Slab+ousidation No Lid Elevation 911!75,6 91054 ft --------- ................ ... No Crawl'Space No Fir6UIbor Elevation -913 701 913 70'ft L 'Grlnder<Station No, Basement, Yes, Basement Elevation 901'90:fi ?903,90tf caledikion, is aced on both Manhole tJtl Efeva(ions and the elevation of the Firstl`r6w F 1,9$-.; $;1Fi, Per`Ordinancel9-13=99 and'the"elevations provided; theaobstruclure?shali.be,plumbQ8 by.: Ejeclor.:Pump.Only ?? The District -reserves theright t6inspectall sump pump corinections:to-ensure no`illegal connections hav6been-m• Mariholes?shall re"rnairraccessibleat all times. Buried manholes will;6e. wrrected by the DevelbperlOwner. Con d itionaCPermit'•Terms: All conditions have been met,Corihktib -to'the sanitary seweri s now-)?sjrY,ltted?` URVID By signing below.'l attest that I am BuilderP,qwner Signature Printed Name 3ree to acoept-,.respgnsildy for all work done under this perm ii'. Phone Number Permitt]ate 77!612007 Revised7f26107 -Permit'is"valid forONE-YEAR'fro'm[he date issued. Permit valid onlywilli CTRWD.?seal in red ink, SUMMARY Of LATERAL INSTALLAT•ION'RE.QUIREMENTS. 'f, All houses buildings,, etc., shall connect to the-Districts sanitary sewer system within-90 days,of notice providing a sewer is within 300 feet fop Hamilton County or 100'fee1for Boone County of the property Jine. Onlyone.buildi_ng may ;connect to the.sewer'main.per lateral unless.otherwiise approved by the ;District 2 No f'oundation.or other storm water drains shall be mleroonnected tothe:sewerlatefal installedffand:connec_ted,to ,thet)isti•icts sanitarysewer': 3. _The existing sewer lineafrom,the.building lo,thepsepfic tank may•only be used if it islocate add tion„patio„ porch or paved driveway.. Air test is required`to show. if;acceptable'for re-,use shall'hear-fhe cbst,of-all testing. the. Districl;ihspector mugt be.onsite,for the•durationof°the 4. The owner or contractor shall notify the:District prior to covering the ristalled lateral so that the=District carrmake an inspection to'determine compliance with the-District's sewer use'oirdinance: Such notificatiom-shall.tie made 24 hours prior to the need for the inspection: If,the inspectibn'fails and a second inspectionpis required, orcontractor is,not on; site for`sche'duled inspection„or fails'to`cancel inspection; aWaddltional.fee of.$100.00 will be due. Tnis?must be:paid prior to the,time of thefiollow'-up inspection: 5. Property owners are hereby' advised that the County Board of Health'regulates'•lhe operatiomand maintenance of private-sewage^disposa (septic) systems: The County prdihance:provides in'part thal,`upcn connection'to,,a public - sewersafe-ana ds sept tic=ticank ma ..nner°shall ( be aPleasbe coandonenLd the aumpe d clean) and-filled completely with earthen:materiator:stone in a ry_ pp p'iate,'County Board`of Hea imor further information and to notify 8: Acceptal te-,Pipe Material's: PVC. P.IPE::SDR.35'or'SDR26, ASTM.D3034..SlX INC1- PIPE P,VC PRESSURE RATED 'PIPE: SDR 21, ASTM D2241, StX INCH PIPE RESTRAIN ED,YOINT.PVC PIPE•(DIRECTIONAL DRILLj: Yelcmine'SRD,21,,. ASTM,D2241,'SIX, INCH PIPE,(ueg;only per approval of the Districf Engineer) GASKETfED,JOINTS: ASTM D3212 GASKETS °ASTM •17477' FITTINGS SDR',26 or beiter(NO fernco's allowed} DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS PRIVATE GRIN- DER,PUMPS ACCEPTABLERIP_F MATERIAL: HDPE DR1I with Compression Fittings Mechanrcal"or Electr6fused Joints CLEAN OUTS.TO BE LOCATEbAc MORE THAN THREE FEET.FROM THE ,FOUNDATION AND FOR GRAVITY LATERALS-NO MORE'THAN 100 FEET APART. 7 Bedding Use. Nuinber 8'crushied stone.or Number'8 fractured- face aggregate.. Number 8,stone backfill'material`is Yo be'placed f rn,6 inches'bel6w'tcO2;inches,aboveitne-pipe. The trench should be a=m_inimum;of 18tinches.wide"(six inches.on both-sides of the pipe) 8. Laterals shall'be installed.no cicserthan 20 feet from water wells.unless Ngpressure grade pipe_is usedmeeting SDR-21.and,ASTM,b2241. 'Anyproposed installation requiring pressure pipe'shall be reviewed ,and accepted. by the; Districtan4,the'Distnct's-engineer-prior to installation. 9 Where a transition is made between and pressure grade SDR21 pipe; a ductile iron gasketed, mechanical coupling shall be used. 10. 'Laterals shall+terminale within.3 feet;of'the building unless, tIhe conditions hn,item #3 above are:mel. No,glued pipe shall b_e installed outside'three feet cf;builaing foundation walls. 111. buhours Otnvd;argl.. P'm y 9h y- nAll Y Dis Distrlcfsi d:oon our during. business rthoulEfBDDao m©toD4130d?a MonaahrouiFndaotctstandadrdschean:he,Iocat located,website Clay°Township:Regional -Wesfe Distinct.107,01:LCollege,Avenue - Suite A Indianapolis, Indiana 46280 12: Septic effluent shall' not be-pumped 'out" into the-sanitary sewor'system: _ 13: The District shaikinspect ALGlaterals::Please.call lheZistrict office af844.92=24 hours'priortoaiine of - 14': Contractors <shall ' lay. 14.gauge-solid wire`the entire'ilength of the lateral. VJreinto be placed on top,of the lateral. The District inspector will verify placement of the wire.. Afterinspection,'bedding:is,to be placed on top. 15 -Call before yob dig. IUPPS 1-800-382-5544; 48,hours,priorto'dtggin5. Revised 10109i67 r BUCKINGHAM - ELEV 6C Gar. FFE = 9i 1.9 LEFT HAND - Book 3 Sides ry ;1st Flr FF.E = 973.7 FULL 9SMT- 9' Walls TOW = 912.7 8smt FF.E = 903.9 ' 3 CAf2 - Side Entry Drive Slope = 2.9 % 145.00' Note: Minimum Front yard - Variable Minimum Between Residences - 6' Minimum Rear Yard - 20' eer?-^• ?? •se "15' D.E. a 9.6 t 1= PATIO O I a as r r aVCieNGRA1A 6C --- - ?-I HULL esuT) n I 2aa' I o N rNREE MAR 12. 3- GAR g PCft Z:) CD 9 @Ctu(puo TI _ %)i "SASE HOUSE STANDARD EEATURES" 9' FULL BASEMENT 3 GAR SIDE ENTRY GARAGE BRICK 3 SIVES PATIO C2) 4X4 WINDOW WELLS & (1) 2X2 WINDOW WELL T OT#49 +15,121 SF PAD 911.6PERPLAN .)-7F MN 81$ H t.75 s 618 _ gpUt-C- LONG g109 RNu c3as u4 W -1 W 6t? Flood Hazard Note: -1 ? - - 2 .B ?o' D.U.&S.o-S WATER LINE Lot Number 49 ties within Flood Hazard Yong "X" per the realad location on Ina Flood Insurance Rata Maps for Hamilton County, Indiana (Community Panel #100E7G0205r, dated February 29, 2003). Note This drawing Is based upon constructlon plans andlor record drawings prepared by athers and is nat based upon a held survey. CCOR Consulting & Land Sarvlces, Corp, does notwarrant the, correctness or integrity of this information, The contraotoleMnat should verify existing condi acns prior to conster Alan. Any varying field conditions or any discrepancy with the Information contained hereon should be Immediately reported to COOR Consulting & land Services, Corp.; failure to do sa wcuid result imthe dentractorrowners assumption of Aabsity. 119M .9900M. X0 Kx r® conzimail o F uslifid oww?@GZ9 303 WEST MAIN STREET KNIGHTSTOWN. INDIANA (887) 593-2667 (765) 345-5943 FAX#: (765) 345-5692 I, Note: = Proposed ?- = Drainage XX.X = Existing C Conti Flatwork Sq. Ft = ±1781 Public Walk Sq F1 =1556 Sad Sq Yds = ±356 Seeding Sq Ft = ±8048 Contractor should vartfy she specific Information depleted hereon win the approved construction plans tar this development. Also, Contractor should referanoe Archilecluml plans for foundation orientation and dimensions. Note! i the proposed sonstruchon grades, contours, and proposed structure elevai as depicted hereon are hased upon tnforntstion provided upon the approved construction documents prepared rw this development, Unless otherwise stated hereon, rw informallon partaining to but not limited to, nucluating water tables elevations, sail types, and conditions within the building areas of this development have been provided ari referenced on said documents. With tho excavation of the proposed structure foundations, cerudn care and observat ons should be made In regard tosuch cendiitlons as soil types and.nuctuanngtvalar tables. During the ex,,nation process should any unsuitable soils or ground water be vamassed, the builder shall be immediately. nodhad for further examination and consultation. At the buEiders discretion, additional construction techniques may be necessary to alleviate future pmhleme. LONGRIDGE ESTATES PLOT PLAIN SECTION ONE Prepared F& PC 3, SLIDE 729 INSTR #200 50006 3 31 6 Po .. LOT # 49 e a sa ro ?. ? aRR, bus f.I LONG RIDGE BOULEVARD Pulte Homes of Indiana WESTFIELD, IN 46074