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Home My WebLink About07060063 Receipts/Permits "- Item 3 of CITY OF CARMEL 4 PERMIT RECEIPT Sec:36 Twp:18 Rng:03 Sub:TAG Blk:9 Lot:903 PARCEL ID ........: ZTAG903 DATE ISSUED.......: 06/07/2007 RECEIPT #.... .....: 25361 REFERENCE ID # ...: 07060067 OPERATOR: S11il~dA~ ~ COpy # ~ C SITE ADDRESS...... 818 IVY LN SUBDIVISION ......: TOWNHOMES AT GUILFORD CITY .............: CARMEL IMPACT AREA......: OWNER ............: PULTE HOMES ADDRESS ..... .....: 11590 MERIDIAN ST N #530 CITY/STATE/ZIP ...: CARMEL, IN 46032 RECEIVED FROM ....: CONTRACTOR .......: COMPANY ..........: ADDRESS ..........: CITY/STATE/ZIP ...: TELEPHONE........ . PULTE HOMES LIC # XA-ISUP A-I SUPERIOR EXCAVATING 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 (317) 898-0767 FEE ID UNIT QUANTITY USFWATCONN FLAT RATE TOTAL PERMIT : 1. 00 AMOUNT PD-TO-DT THIS REC NEW BAL -~-------- ---------- ---------- ---------- 1310. 00 0.00 1310 .00 0 .00 ---------- ---------- ---------- ---------- 1310. 00 0.00 1310 00 0.00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07060067 Date: 06/07/2007 PARCEL ID #: ZTAG903 LOT & SUBDIVISION: 903 TOWNHOMES AT GUILFORD ADDRESS OF CONSTRUCTION: 818 IVY LN CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: PUL TE HOMES CHECK#: 0050512177 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax #: Street Address: 3143 ROSEWAY DR Bond Expiration: Email: INDIANAPOLIS, IN 46226 PERMIT TYPE: USEWRWATR SEWER/WATER PERMIT Special Notes/Conditions: lOT 903 THE TOWNHOMES AT GUilFORD. WATER CONNECTION PERMIT. . NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTM 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 arc hereby pennitted in writing. The sewer shall be installed in accordance with ASTM 2321 for pve pipe and the Unifonn Plumbing Code for the State oflndian<.l. All installations shall be in strict compliance with pertinent City ofCarmeJ ordinances. Back Water check valves shall be installed in accordance with City Code Se~tion 9-122(a), and sections P3008.1 and.2 of the International Residential Code. All building sewers shall be 6" diameter. I , , I All installations shall be "aDen trench" inspected and anmoved bv the Carmel Sewer Dcpartment before anv 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 sourccs of ground water or stonn water shall be permitted to enter the public sewer. Sewer insnections should be reauested 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 CrTY ENGINEER'S OFFICE. Ifany street must he cut. a senarate street cut nermit shall he ohtained. APPLICANT NAME: JOANNE PAYMENT RECEIVED BY: FEES: $1,310.00 SHEPp f' Regional Waste District SF Residential 906402007 SANITARY SEWER PERMIT INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Lift Station 01 Carmel Creek Station Treatment Plant Carmel wWTP Subdivision Townhomes at Guilford 3175752350 Lot Number 0903 Address Number 818 Street IvYLn City Carmel ~. Zip Code 46032 County Hamilton ~ ~SectionNumber Builder Pulte Parcel Acreage Employees Square Footage . ...........--=~=- .~" - ~ Invoice Numl>er . Plan Review and Inspection Application Fee EDU Fee Inter.ceptor F!le Fees Due $100,00 $1,650.00 $1,750.00 PLEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Town.shlp'Regional Waste Districf(see reverse) and any conditions 'noted below. All installations shall be inspected by District personnel dyring "open trench" phasRand before backfilling with stone to tweive inches above the pipe. NO footing or foundation drains, or other sources of ground or stormwater; shall be permittedto'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-whichis the subject of tIlis permit. Inspectio~s by the District are MANDATORY and shall be arranged by contacting the Distridsoffice at 844-9200 24 hours in advance. All new construction will be 'Placed on billin'g six months after connection has been made or when water is connected, whichever comes first. Up THG-409 THG-408 Down The building has a, Grease Trap No Slab Foundation 'Yes Lid Elevation 849.19 ft 847.92ft Gritlnterceptor No Crawl Space No First Floor Elevation 849.22 ft 849.22 ft Grinder Station No Basement No Basement Elevation Calculation is based'ofJ_ botty Manhole UdElevations and the elevation of the First Floo; ,r--~-O~O~L__~'-1~~~ Per Ordinance 9-13-99 and the.elevations.provided, the substructure shall be plumbed by: Not Applicable ./ ~ The District reserves the right to Inspect all sump'pump connections to ensure no illegal connections have been madt .~7 I ~ ~- Manholes shall remain accessible at.all times. Buried manholes will be corrected by the Developer/Owner. Conditional Permit Terms: PlansSubinitted No No Connection No Certificate of Insurance No Inspection. Notice No Fees Paid No Plan Review No Other Permi~s No No Occupancy No Fats, Oils & Grease No Manhole Core Two setsofplans:showing at.least one sanitary manhole and top of. casting elevation NO CONNEC'f18N.to the sewer until further notification. 'I Certificate of Insurance must be, on file with CTRWD listed as, certificate holder. 48'hours notice before:,w()rk start~,on manhole core drilling or cuts;of active lines All District fees will be paid in full. "~1l~' HAIr'h Approval pending Districts review of plans. I<~?" 0.'/1 c:s ~' 80pies of approved permits from aRPropriate coun~y or cityag~~cies %.. ('" ('1'0.\' If" -< No occupancy until further notification ~. I ,It, ~ l.' :.. Fats, Oils and Grease Facilities will abide by District standards:, ,f ,. i< r", h'O <f'-\: ~,' . 7P I1fGION~\. ~I' Printed. Name By signing below, I attesfthat'l am'familiar with the; .- ,...-: Builder Fawner SIgnatu ,e / Approve, -B Permit Date.~ Revised 4/26/07 Candy J. Feltn_er; D1tyctor:rjf AdrriplistrBtion & CiJstornerService Permltisvalid for ONE-YEAR from the date issued. Perinit'Valld'only with CTRWEl seal in red ink. ,,' "1 ~i Schneider This Plot Plan Prepared For: Pulte Homes T ownhomes at Guitard Instrument # 200500080749 SEe 36, TIaN, R3E HamBton County, Oay Twp. Cannel, IN 46032 Block 9 Prepared Date: OS/29/2007 : By: AMA The Schneider CorporaUoD a901 Otis Avenue Historic Fort Harrison Indianapolis, Indiana. 46216-1037 317-826-7100 317-826-7200 FAX Pulte Homes Finished Floor Elevation Information PAD=848.22 FFE=849.22 PER RECORD DRAWING Note: The contractor is to maintain 0 minimum distance of ten feet (10') between the sanitary sewer ond water line laterals. Note: Sanitary Sewer Top of Casting (nformation Upstream Manhole, TC= 849.19 Downstream Manhole, TC=847.92 per record drawing o 848.8 1.9' 24.15' SLAB . (:;51l..8'i Ij\I 2391 1- FRM&MSY ~ RESIDENCE .... r-r- <D <D ON .... .... CD CD n r-- CD CD n r-- qOI TWO CAR GARAGE 23.96' 10. ' 16' RIVE 225' *. 26.00' ..... A '1. s:-;l"" TC=849.19 PER RECORD DRAWING 5' WALK TC 846.32 PER RECORD DRAWING TC=846.32 PER RECORD II) 24.0' :(:( B-B .1 Engineering s..mylng Landscape Architecture GIS.us "'olD" Note: This drawing is bosed on construction plans or record drowing~, and is not based upon a field survey. The Schneider Corporation does not warrant the accuracy 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 immediotely. failing to do so results in the contractors assumption of all liability. Plot Plan legend 1000.0 I Proposed Grades 000.0 Existing Grades _000.0- Contour Grade * Approx. lateral location - . - Sanitary Sewer lines -ar- Storm Sewer Lines - Ii - Water Service Lines - - - - ----Sub-Surface Drain Lines . Manhole (Sanitary or Storm) " Beehive Inlet (Storm) II1II Curb Inlet (Storm) o End Section (Storm) ..... Fire Hydrant - 0 0 0 _ 0 0 0 - Flow Line of swale - Building Une (BL / BSL) - - - - - - - Easement Line COMMON AREA "A" DU&SE POND 3 NP=841.60 100 YR =845.17 I, I 23.96 0.5 123.96 10.5' I 23.96' SLAB 1,,/ LE:V. 2510 FRM&MSY RESIDENCE '10;;"" TWO CAR GARAGE 24.29' POR *~ ~ I D~~~ ;" 17.5 20.5' I 23.96' NOTE: IN THE RESIDENTIAL DISTRICTS liMITING HEIGHT TO TWENTY-FIVE (25) FEET. A DWELliNG MAY BE INCREASED IN HEIGHT TO THIRTY-FIVE (35) FEET PROVIDED THE SIDE AND REAR YARDS ARE INCREASED AN ADDITIONAL FOOT FOR EACH FOOT SUCH STRUCTLRE EXCEEDS TWENTY-FIVE (25) FEET IN HEIGHT. PER CARMEL ZONING ORDINANCE 26.1.1. This drawing is not intended to be represented os a retracement or original boundary survey, a route survey, or a Surveyor location Report. 26.00' j BLOCK 9 o ~ =Ji:3,= Assumed North Scole : r = 20' :i SE b I ~: \ SLO~t. 0- TYPICAL SWALE SECTION 10.5' 848.8 24.15' SLAB -rYU2P.. 2510 FRM&MSY RESIDENCE t; N .... <jtJ'i "<l- oci "<l- 00 1.9' 0"> n N 20.1 r CD 0 i--i-- '" <D ON ........ CD <.D n r-- Cf03. TWO CAR GARAGE 23.63" * 16,1 DRIVE f2.5...... .96' 23.96' SLAB WE-S1LEY 2391 FRM&MSY t; t; RESIDENCE NO .... .... CD CD n r-- POR "" -' ~ LOT # - ADDRESS 901 - 806 Ivy Lane Vb07.0074477 902 - 812 Ivy Lane Vb07.0074478 903 - 818 Ivy Lane Vb07.0074479 904 - 826 Ivy Lane Vb07.0074480 FLOOD HAZARD STAlEMENT: The accuracy of any flood hazard data shown on this report is subject to mop scole uncertainty and to any other uncertainty in location or elevotion on the referenced flood insurance rate map (FIRM). All of the within described land DOES NOT LIE within that special flood hazard zone A as said land plots by scale 00 flood insurance rate map # 18057C0209F for Hamilton County. Indiana (mop effective date February 19. 2003). TWO CAR GARAGE 24.33' * 26.00' .. 66' J STR.# 408 TC=847.92 PER RECORD DRAWING II) FLOOD HAZARD STATEMENT CERTIFICATION ~\\\\\\\\\\\\\IIIIJIJIIII/I/1. ~~<: L C'1/-% ff ~::>.,.....~..... :,ptl/~ ~ ~,""'G\S TEf?:t....o/"...<)% iflc::::,....Qc'v No 0....;0'<< i \ 50303 \ i ~ ". STATE OF. f{ \~>f.AtDJA\.\!':......~f ~/J1) ..S....U..o\i~,:~,# :lij4!/, 1\" ';-..~~'$ '11/111/11111111\\\\\\\\\\\\ '\.l.'- l . r-v