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Home My WebLink About08010113 Sewer/Water Permit/s00703 Permit Type Subdivision Section Number Lift Station Treatment Plant Builder Phone Number Parcel Acreage EDU to Gallons Invoice Number 310 Lot Number Address Number Address 2 Street City Zip Code County 4 2318 _ m - - President St Local Sewer Charge Plan Review and Inspection Application Fee EDU Fee Interceptor Fee Fees Due $1,650.00 PLEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Township Regional Waste District (see reverse) and any conditions rioted below. All installations shall be inspected by District personnel during "open trench" phase and before backfilling with stone to twelve inches above the pipe. NO footing or foundation drains, or other sources of ground or stormwater, shall be permitted to enter the District's sanitary sewer system. The District will assume no liability for drains which are below the grade level of the nearest downstream manhole nor for laterals which are extended beneath driveways or sidewalks. The permit holder {property owner, developer or builder will be responsible for damages to the District's sewer system. This includes damages to manholes, castings, manhole lids and the like, caused by construction activity on the building site which is the subject of this permit. Inspections by the District are MANDATORY and shall be arranged by contacting the District's office at 544-92 24 hours in advance. All new construction will be placed on billing two months after connection has been made when water is connected, whichever comes first. The building has: USMN VTP-62 Grease Trap No Slab Foundation No Lid Elevation 902.72 ft 904.33 Grit Interceptor No Crawl Space No First Floor Elevation 908.90 ft 908.90 Grinder Station No Basement Yes Basement Elevation 898.90 It 898.90 calccrtaHon is based on both Manhole Lid Elevations and the elevation of the First Floor 6.1$ 4.5 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been Manholes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. Kermit Terms: t)F INp1? All conditions have been met. Connection to the sanitary sewer is now r t ?'4 f rc n1S?` CT R D By signing below, 1 attest that I am familie with the District's s ecificalions and agree to accept responsibility for all work done under this permit. Builder I Owner Signature r _ L Phone Number W r? s Printed Name Approved By t Permit Date 112512008 Candy a .?+recteFefAdm tiara & customerServi?e SANITARY SEWER PERMIT INDIVIDUAL LOT I EXISTING BUILDINGS Final Village of Towne Pointe 19 Village of West Clay Station MIX Husky Builders 8439111 Revised 112100 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. Plot Plan 903.[ V W D.&U.E. C.A. "' k of r- 6' PATE 902.8 ??ha oPP ?a>> Lh 905.4 S y 9. LOT 4 Lot #4 in The Virloge of Towne Pointe, a subdivision in Namfitorr County, Indiana, as ' per pio' thereof, recorded as instrument No. 200406010842, Prof Cabinet 3, Slide 348, in fhe Gftfce cf tine Recorder of Hamilton County. \ 1ndiQno. c 7ARrA l 0. I L p E l \ `f* i?rr Is`ri _IT "IIL? GRAIX AS SHO.w ON PLANS TYPICAL 5*ALE SECTION !Na SCAT E) 905.4 RH/EASEMENT GARAGE LO?'rCOU' SV C, j ' oil " `" ?OhdC. CRhrE h 4 9Q4.a AQ ll f • e? f 55 S I? Seale- 1" = 3G' 23f8 PRESIDENT STREET LOT = 2?,832 S.F. ZONING: 5-1 _ 10' MIN SIDE YARD 30' AGGREGATE 20' MIN REAP YARD FINISHED FLOOR ELEVATION= 908.90 GARAGE FLOOR ELEVATION= 905.90 BASEMENT ELEVATION= 898,90 SANITARY UPSTREAM T.C. #62, ELEV.- 902.80 hN'v.=89'9.69 DOWNSTREAM T.C. #61, ELEV.= 904.30 INV.=894.84 CURB INLET 7.C. #21F, ELEV.= 402.3b CURB INLET T.C. #22: ELEV,= 902.36 CURB INLET T.C. #30, ELEV.= 702.90 YARD !N'LET T.C. 4129, ELEV.= 902.'10 T. qb LEGEND: SAN!1`ARY MANHOLE STORM MANHOLE STORM INLET FIRE PYDRANT Every effort has been made by th!s surveyor to maintain positive crainoge away from the proposed structures. Weihe Engineers or their employees shall NOT be responsible for any changes made by the certractor after the issuance of this plan. It is the ccnt-octor's u4imate responsibility that NO storm water run-off from this site negotively impact the surrounding real properties. The subject property DOES N07 lie with'n a Special Flood Hazard Zone A as plotted by sca'e on the Eedercl Emergency Monoaement Agency, Natiorcl Flood Insurance Program, Flood Irsurcrce Rate Map Corwmun'ty-Pore) Number 18057CC205F, to" Hcmilton County. 'ndia.no, dale February 19, 2001 N- ?)T£- Utility lo:erols ore shown based upon opprziKirrote proposed locatiors ord moy vary from their actual locat'on of time of eonstruction- Exrsting elevaVons as shown herein were Taken from 4hose elevations shown on the develcornent plans for The Virfages of Towne P . inte, prepcred by PCT; Group, LLC, dated February 20, 20073. No field verificatior= of said elevations was made for this plot plan. DATE: 0 I -25-2008 \1,?111ilIIllilOl No. 20500007 _ This drawing is NOT intended to be STATE F represented as a retrdcement or, or g rat boundary survey, ? route i-^ yUl -?? survey, or a Surveyor Localion Report, 'f? s r ti?? c7 S Lj R'4 ,rr'1i1tIIIV14ll?\ - - SANITARY LATERAL -- 1114N SANITARY MArN - - : TORM 'vJ WATER - - SUB SURFACE ORAI.N DRAfNAGF FLOW 600.0 PROPOSED GRADE GQO.Q EXISTING GRADE BACK OF CURB TO 9-8 BACK OF CUR8 R/W RIGHT OF WAY -9. L. BUILDING LINE W D &U. E. V VARIABLE WIDTH DRAINAGE . . . AND UTILIT" EASEMENT C.A. COMMON AREA NO VERIFY SANITARY PRIOR TO DRIVEW, INSTALL SANITARY TO 3' WALK CON`_ Cal Monday through Friday-' 1-000 382-5544 4 Mthtn Mdma a Per Indiana Slate Law 15-69 against the Low to excavate rotifywy the underground !or two r2j working days before work. DYE'-vv it P-p-d Per' HUSKY BUILDER, 4852 CEDAR IN WJL_D&LY/. CAI WEL IN 40338 Pr.o 3t7)843-9111 r (377,843-2$$3 ti-- F ? s FERAL -LOCATION CONSTRUCTION. ATERAL PRIOR to 8 PN dda Indlma 1991, it is vitnoui Lion service At k-- CITY OF CARME L Item 1 of 1 PERMIT RECEIPT OPERATOR: elacey COPY # : 1 Sec:28 Twp:18 Rng:03 Sub:VTP Blk: Lot:4 PARCEL ID ........: ZVTP4 DATE ISSUED.......: 01/28/2008 RECEIPT #.........: 27292 REFERENCE ID # ...: 08010112 SITE ADDRESS .....: 2318 PRESIDENT ST SUBDIVISION ......: VILLAGE OF TOWNE POINTE, THE CITY .............. CARMEL IMPACT AREA ....... OWNER ....... ADDRESS CITY/STATE/ZIP RECEIVED FROM CONTRACTOR ... COMPANY ...... ADDRESS .. CITY/STATE/ZIP TELEPHONE .... FEE ID UNIT QUANTITY ---------- ------------- ---------- JSFWATCONN FLAT RATE 1.00 JWATERTAP FLAT RATE l.cc COTAL PERMIT . 4ETHOD OF PAYMENT ----------------- HECK COTAL RECEIPT : AMOUNT ------------ 1396.00 1396.00 HUSKY BUILDERS 9952 CEDAR RIDGE CARMEL, IN 46032 HUSKY BUILDERS INC LIC # HUSKBUI HUSKY BUILDERS INC 9952 CEDAR RIDGE CARMEL, IN 46032 (317) 843-9111 AMOUNT PD-TO-DT ---------- ---------- 1310.00 0.00 86.00 0.00 ---------- ---------- 1396.00 0.00 THIS REC NEW BAL ---------- ---------- 1310.00 0.00 86.00 0.00 ---------- ---------- 1396.00 0.00 NUMBER ------------------ 3891 " CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT PARCEL ID #: ZVTP4 LOT & SUBDIVISION: 4 VILLAGE OF TOWNE POINTE, THE ADDRESS OF CONSTRUCTION: 2318 PRESIDENT ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: HUSKY BUILDERS INC CHECK #: 3891 EXCAVATOR INFORMATION: Name: GRAYLING CASTOR Ph. #: (317) 867-2600 Fax #: Email: Street Address: P.O. BOX 55 WESTFIELD, IN 46074 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERANATER PERMIT Permit #: 08010112 Date: 01/28/2008 Noiesiuonamons: LOT 4 VILLAGE OF TOWNE POINTE. WATER PERMIT. NO NOTES The building & Sewer Shall be pvc sewer pipe meeting ASTN4 specifications 3034 SDR 35 of latest revision: or vitrified clay pipe, meeting ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in "Tiling. The sewer shall be installed in accordance with ASTNI 2321 for pvc pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall b, 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 "open trench- inspected and approved by the Carmel Sewer Department before am backfillins is done. Non- compliance may result in digging up the sewer installation andior 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. plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any mini he.. cit. a ;enarmle street cut nermit shall he obtained APPLICANT NAME: GLYNN MCFATRIDGE PAYMENT RECEIVED BY: FEES: $1,396.00