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Home My WebLink About07100030 Sewer/Water Permit/sCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: twedd_ng COPY # : 1 Sec:29 Twp:18 Rng:3 Sub:B62 B1k:6002 Lot:979 PARCEL ID ........: 1709290015039000 SITE ADDRESS . SUBDIVISION . CITY ......... IMPACT AREA .. OWNER ........ ADDRESS ...... CITY/STATE/ZIP DATE ISSUED.......: 10/04/2007 RECEIPT #.........: 26432 REFERENCE ID # ...: 07100029 2461 GWINNETT ST VILLAGE OF WESTCLAY CARMEL RYLAND HOMES 9025 N RIVER RD INDIANAPOLIS, IN 46240 "I-( 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 EAL ---------- ---------- ---- 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 PAYME NT AMOUNT NUMBER - --------------- CHECK -- ---------- 1396. -- 00 ----------------- 13773 TOTAL RECEIPT 1396 00 ,`;' ,, ., CITY OF CARMEL / CLAY TOWNSHIP 1 WATER / SENATER PERMIT / RECEIPT \rNp_Ap P.PARCEL ID #: 1709290015039000 LOT & SUBDIVISION: 979 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 2461 GWINNETT ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: RH OF INDIANA, LP CHECK #: 13773 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 ; SEWERANATER PERMIT Permit #: 07100029 Date: 10/04/2007 m tvoresr?.m rmuuus. LOT 979 VILLAGE OF WEST CLAY. WATER. NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latest recision; or vitrified clay pipe, meeting ASTM specifications C-700 for extra 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(x), and sections P3008.1 and .2 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall be "onen trench" inspected and approved by the Carmel Sewer Department before any backfilling 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 nn nemia shall he obtained. APPLICANT NAME: R L GROCE - PAYMENT RECEIVED BY: FEES: $1,396.00 p Regional Waste District Residential. avsoi SANI`PARY SEWER PERMIT INDIVIDUAL LOT 7 EXISTING BUILDINGS PerrriitType Filial Subdivl' ioh Village of West Clay Section Number ---- 6002 -------------- --------- Lift Station 1 Village of West Clay Station TreatmentP.lant' -- MIX ----- ------------ ------- _ _,Builder m_ - - -- Homes ------------ .,Phone. Nghiber' 646-2783 Parcel Acreage: ;Lot Number - - -------------- 979 -- Address Number :2461 Street Gwinrietlist uty Carmel, Zip:C dde 46033' County Hamilton Local Sewer Charge Plan Review=and Inspection :Application Fee $100;00' - - - . EDU'Fee _ $1;650;00. --------------- ------ -- -- EDU'mwGallons . 310, :I Interceptor Fee. ---- ----- --- ----------- - ------------ r,: Invoice Number Fees Due $17%00. PLEASE*N&E; Insfallation'of building sewer.shall tie per,thespecifcatons of the Clay Township Regignal Waste: District (See reverse) and any candltions rioted below-.All installations shall be inspected by' DIStrict,personnel during "open trench" phase.and;before backfilling with,stone to twelve inches above the:pipe NO foctinq or foundation will ted to''enter itie.District!s sanitaryy sewer'sysllem..Tl e de level: ofthe nearest downstream manhole no[ fae e permit holder,(property,owner developer or builder) his'iincludes damages.to`manholes, casting's,, building:site'which is.the`subject of this permit. Inspections by the District are, MANDATCIRYeand shall betarranged by>contacting t-ie.District's offceiat(844-9200 24 hours,in advance. All new,construciicn will be.placed,onAbilling,si months after connection'has' been made-or when water is connected, whichever comes first. The,bulldinghas: USMHVWC=134W VWC'-1'33M$MH Grease `Trap No; 'Slab Foundation u. No; Ltd'Elevation 904.63.n 905V ft Gr€t,Inierceptor No Crawl,Space No First FlovrFlevatfon 909,20 ft 909.20 ft Grinder-,Station - No Baseine'k -- Yes_ Basement Elevation S99_hI 6992Qft P Calculation rs based on boM Manhofe Lid Elevationsiaridl66 eie'Gafidnoirhe'ErrstFloor 4,57' _ 3.231 be plumbed by: 'Ejector,Purrip The* Dtstncf reserves lhe:righttainspect all sump pump connections to?ensureno,illegal con nections:have beemmade. ' - t0anlholes?. shall ?rrernain accessible°at?all times,?6uried manholes Will be co`mectad 6y the Developer/Owner' conditional Permit Terms: An conditions have been met"connection to the;sanitary sewer_is.,naw: permitted. 1 By signing _below I attest that I adi Builder/ Owner Signature Printed Name Approved to accept responsibility'for alFdiwk Phone Number Permit Date 107212907 Revised"70,6l07 Permit `,.is'valid for ONE-YEAR from the date issued-,: Permit.4alid?only with CTRW0 seal 16 red,ink. SUMMARYCOF LATERALINSTALLATION, REQUIREMENTS' T, M0houses buildings etc:-,;shalbconnectto.the Distnct'ssanitary sewer system wdhint90 days ofnotice providing a <. sewer is within 300 feet for Hamilton County or 160 feet for Boone County of theyproperty fine. Only one buiIdirg may connect, o ttie sewer main,pet Lateral unless oiherwise;approved by the Districi 2. No found"orlon Brother+storm water drainsshall be'inlerconnected`to the sewer.:lateral`installed' and,connected'lo! the Disfr cts'sanitarysewer, 3 The existing p ewer Iine,from the building to the`septic tank<may only be used if it is,located under aibuilding' addition, aria orclior paxed drlvewa :, Atr testis regaired to show if'acceptable-.for re-user=The=property owner shale bear the-'post of,all testing!. The Distnctinspeclormust be onsite,for th6Auration ofjhe. r,test. 41 Th'e,6vner or' contractor. shall notify the District;priorto,covering the installed lateral so that the Di`strict,can make an inspection to deterrriine compliance;with the D sVicts sewer,use ordinance Such notification shall be'made 24,hours prior fo the need for,the inspection,:If;the inspection fails and;a second inspection is requiredyorcontractor isinot on site for scheduled inspectlon,.or failstocancet'inspection; an:additional fee of $100.00 will "be due. This must he;•paid priarr to thetime of the follow up inspection., PVC'P.IPE: tSDR 35_ f-fSDR,26; ASTM D3034,,:SIX'INCH-PIPE' PVC,PRESSURE RATED' PIPE: ,SDR,21, ASTM D2241, SIX INCH'PIPE ,RESTRAINED JOINT PVC-P IPE,(DIRECTIONAL DRILL)` Yelomine,SRD,21,. ASTM D2241,, SIX INCH PIPE'(U_seonly peCapproval of ihe,DistricVFngineer) GASKETED JOINTS: ASTM D3212 GASKET$itASTM F4V- FITTINGS ql[ R,26`of'better (NO'femco s allowed) DUCTILE IRON MECHANICAL COUPLINGMITH'PROPEWFITTIN,GS CLEAN OUTS, TO _BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND NO MORE THAN 100 FEET APART. 7: Bedding Use Number8 crushed.storie or Number 8 fractured face aggregafe- Nufnber,8 stonem6acktfll material is io be placed from 8`inche"s_below to 12:inches above the,pipe. The f ench should be a minimum of 18 inches wide (six; incFes on'both sides oflhe pipe) PVCpeessure grade pipe.is used meeting pe shall be reviewed and accepted.by the: " 9; Wherea "nsition'is rnade:between:SDR 35 pipe and pressuregrade. SDR,21: pipe, a ductile,irgn gasketed mechanical'coupling shall be used. Laterals s edlttermrnate within .3'feet cf'the bwPdingiunless therconditionsrin item #3<above are met- No,glued pipe; shall ouiside'if ree feet of building'foundation'walls. 1.1. 'Additional information on District,standards;and specifications may be obtained from th'eZistrict's office during businesshours?of;8 009zm- to 4'30 p;m..Monday'throiugh Friday All District standards can be located on ourweb'site at httpalwww cfrwd.orgl. Clay Township Regional Waste District 110701.Coilege Avenue;- Suite,Aandianapolisjridiana 46280 12i :Septi6'efftue6tsh2lhnot be pumped but intoahe sanitary sewer system. '13. The Disteictshall'insp6et ALL laterals. Please call the. District office a{844.9200.24 hours,prior to time_of 14. Contractorsshall Iay'l4:gauge-solid wire the entire-length of.the•lateral. Wire is .to be. placed on tcp"of-the;lateral. The District inspector will verify placement of th_e,wire- After inspection, bedding-is to be placed on top. 15: Call before?you,ddg. IUP,PS 1-800-382=65441 48'hours'priorto digging Revised MAW 6:. Acceptable, Pipe Materials: V TLe Schneider Carpontion 13oeiaeerfa` Note: e9m Otis Avenue surveying This drawing is based on construction plans or record Historic Port Harrison )nnderape Architecture drawings, and is not based upon a field survey. The IndfenepolL, Indium 48216-1057 0 • U3 Schneider Corporation does not warrant the accuracy or ,q 317-M-7100 • $17-828-7200 G-101110, Res sufficiency of this information. Contractors should verify ?q existing conditions prior to any construction. Any ?y iscrepancy found on this drawing should be reported to ' Plot Plan Legend The Schneider Corporation immediately, fouling to do so This Plot Plan Prepared For R.H. of Ind ® Proposed Grades esults in the contractors assumption of all liability. Lot # 979 , containing 6,490 S.F.t, in 000,0 Existing Grades Note: Vintage of Wtdatclay ?000.0? Contour Grade The basement elevetlan, depicted hereon, has been delermhed and Section 6002 * Approx. Lateral Location based an the pad grades and/cur contours taken from the construction - 8 - Sanitary Sewer Lines plans for this subdivision. unless stated, no Information about INS7k # 200500M73 -ST- Storm Sewer Lines fluctuating water tables, ad cwditlons, or sol types has been provided PC 3, SURE 791 - v - Water Service Lines car stated an said plans This lot is located new a body of watt. Lct M UT INS7R. IF 2006OWM45 - Sub-Surfoce Drain Lines or sail conditions may require that the basement Raw elevation be held 2 fool ab l normal ti Sit l i ti b ti 0 Manhole (Sanitary or Sto poo ove eva on. e nves e ga on may e rm) PC 4, SLIDE 31 ® Beehive Inlet (Storm) needed it water is encountered during the excavation process or if ton County Clay T Ham9 7Cou Har 1 Curb Inlet (Storm) D -End Section (Stone) other known water elevation w says conditions we present ve 5getion and any rexnedd procedures Is at the dixretbr. of the t Sec , , 0 3E /? `ire Hydrant ulder to determine and take appropriate steps of ocion. If my 2461 Gwinnett Street (gQ'R/tl) low Line of S wale - ^ _ • - • _ _ - ground water is encountered during excavation the builder is Carmel IN 46074 - Building Line (BL / BSL) encouraged contact The Schneider Corporation to Cuouss pauale muses of action. , KAG Prepared Date: 09 21/07: - Easement Line Note: Sumto be laced b budder ass)needed L t 979 D Proposed Buyers CASEY AND # p y , o ELIZABETH WATSON Note: Sanitary Sewer 0080288 Note: Builder to ensure positive Vb07 Community Restrictions: Top of Casting Information . drainage away from structure(s). Side Yard - 5' MIN (ONE SDE) Upstream Manhole, TC=904,63 Q Rear Yard = N/A ' Downstream Manhole, TC=905.97 Note: (secondary areas - Aggregate = 20% LOT WIDTH, MIN. 5 ONE SIDE per record drawing Weslclay) Max. height: 35' on Zoning = Sl = lots 100' and larger (to eve line) R.H. of Indiana a o 30' on less than 100' Max. •1 v lpE S? coverage: 50% Finished Floor Elevation Information TBM at face of curb=904.3 TYPICAL SWALE SECTION Note: (primary areas - Westcoy) Q TBM at alley=905.5 Assumed North Mox. height: 30' 30' Build-up line: 2 stories S l 1' Proposed Grade of Swale=906.2, high side a e : = Max. coverage: 50% Garage FFE at weatherlip=909.2-2.54=906.66 Area of water lap to be restored Residential FE_=906.2=103.0.0==909899.2.2 Basement FFE=909.2- xiPER Aw ING GWNNETT STREET GWINA to its' orginal condition prior to construction. Grand Cover Calculations: M=604.3 91 TG904.07 TBPEF PLAN 0 ?J B-B Granular back fill suggested Drive = 656 SFi PIER V ROLL CURB under driveway at sanitary DRAANG Public Wale =239 SFt sewer lateral trench, water line Private Walk = 41 S I I trench and any other excavated Hydroseeding =N N/A S Ff 5' WAV ] 1 215 areas. (If situation occurs) Sod =315 SYt , entire yard. T it 12 BL 110' 20 6 0 0' Location of utilities on plat plan Sidewalk to be placed . . _ are general locations per plan and Rush from property line, should be verified in the field. 5.5' from book of curb, 1 per pion. 5. N All service laterals ,37 5.9' 24. N 11.83'57 Classing at curb are Note: ylyP/ 5U stamped: The contractor is to maintain a minimum HA.miE3TT PUP PU SA= Sanitary Sewer distance of ten feet (10') between the 7I SS= Subsurface Drain sanitary sewer and water line loterals. F PERSON W= Water FRMILSY RMI)ENCE 6.5' 1? Pad elevation shown is Pet plans and is not the as-built c elevation. 1507,35 FLOOD HAZARD STATEMENT I$ = 11 0 The information for the elevation 0 1 CERTIFICATION ary l= ' difference between the primary 7W, 17, o finished floor elevation to the \p111111111111111111/l%gyv/ .1T 1.33 ' r7 ` 1 top of basement wall and to •- / \\\\\\\ 10.00 Y $ ( the basement finished floor was rovided b the dient EGVS TERf' THREE CAR GARAGE y p No Area of water tap to be . back filled with granular SO3O3 = material to within 10• - . of top of curb. r S STATE OF Z? XMC DRIVE 5 340 40. 0 40. 2 v/?21r 1\I\\?? 12' ALl£Y ESMT Y q N IglIIIlIII111R111 4 As ? 0 -- -? 4 STR. 1133 TC 9 7 D =905.5 -^ STR + 134 TC=964.63 12' ALLEY PER RECORD = 05.9 ALLEY ESMT PER RECORD - DRAWING DRAWING This drawing is not intended ter be represented a s a retrocement or original bamdory survey, a route survey, or a Su rveyor Location Report. Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced flood insurance rate map. ALL of the within described land DOES NOT lie within that special flood hazard zone AE as said land plots by scale on Roca insurance rate map #180081 0205 F for the City of Carmel, Indiana dated February 19, 2001 SIGNATURE : DATE: SIGNATURE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER. Note: Per Carmel zoning ordinance 26.1.1 : The residential district limits height to twenty-five feet (25'), however a dwelling may be increased in height to thirty-fire feet (35} provided the side and rear yurds are increased an additional one foot (1') far each one foot (I') the structure exceeds the first twenty-five feet (25? in height