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Home My WebLink About04120075 Receipts/Permits Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: twedding COpy # 1 See: Twp: Rng: Sub:SED Blk: Lot:4 PARCEL ID ........: 1709290004004000 DATE ISSUED.......: 12/13/2004 RECEIPT #.........: 16937 REFERENCE ID # .... 04120074 1~ SITE ADDRESS ...... 13312 SEDGWICK LN SUBDIVISION ......: SEDGWICK CITY .............: WESTFIELD IMPACT AREA ......: OWNER ............: ADDRESS ..........: CITY/STATE/ZIP ...: RECEIVED FROM ....: CONTRACTOR .......: COMPANY... .......: ADDRESS ..........: CITY/STATE/ZIP ...: TELEPHONE. ........ FEE ID UNIT QUANTITY USFWATCONN FLAT RATE TOTAL PERMIT : METHOD OF PAYMENT 1. 00 AMOUNT CHECK TOTAL RECEIPT : 1310.00 ------------ ------------ 1310.00 SILVERTHORNE HOMES, LLC 6666 E 75TH ST, #400 INDIANAPOLIS, IN 46250 SILVERTHORNE HOMES LIC # XJDHCON JDH CONTRACTING 8109 NETWORK DR. PLAINFIELD, IN 46168 (317) 839-0520 AMOUNT PD-TO-DT THIS REC NEW 'BAL ---------- ------~--- ---------- ---------- 1310 00 0.00 1310 .00 0.00 ---------- ---------- ---------- ---------- 1310 .00 O. 00 1310 .00 0.00 NUMBER 1303 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit#: 04120074 Date: 12/13/2004 PARCEL ID #: 1709290004004000 LOT & SUBDIVISION: 4 SEDGWICK ADDRESS OF CONSTRUCTION: 13312 SEDGWICK LN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name; SILVERTHORNE HOMES CHECK #: 1303 EXCAVATOR INFORMATION: Name: JDH CONTRACTING Ph, #: (317) 839-0520 Fax #; Street Address: 8109 NETWORK DR. Bond Expiration: Email: PLAINFIELD, IN 46168 PERMIT TYPE: USEWRWATR SEWERlWATER PERMIT Special Notes/Conditions: LOT 4, SEDGWICK. WATER PERMIT. , NO NOTES' I The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, meetingl 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 pve 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.l and .2 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall be "open trench" inspected and aporoved by the Carmel Sewer Department before any backfilling is donc. 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 entcr the public sewer. Sewer insoections 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. Ifany street mllst he cut. a senarafe street cut nClTTlit shall he ohtaineo APPLICANT NAME: JOCELYN ZELLERS PAYMENT RECEIVED BY: FEES: $1,310.00 . CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER PERMIT fi ] Conditional Permit [X] Final Permit INDIVIDUAL LOTS/EXISTING BUILDINGS Project Title: Michigan Road Location: Sedgwick Owner/Builder: Silverthorne Homes Lot#4 Street address: 13312 Sedgwick Lane City: Westfield Interceptor Charges Paid: PRI: 46074 LOC: County: Hamilton Zip: EDU Fee: 1,200.00 Application fee: 75.00 PLEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Township Regional Waste District (see reverse) and any conditions noted below. All installations shall be inspected by District personnel during "open trench" phase and before backfilling with sand or stone to six 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 Iiabilitv for drains which are below the orade level of the nearest downstream manhole nor for laterals which are extended beneath drivewavs 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 MANDA TORY and shall be arranged by contacting the District's office at 844-9200 24 hours in advance. All new construction will be placed on billing six months after connection has been made or when water is connected, whichever comes first. ':::::Pt~ District will inspect all sump pump connections 30 to 60 days after the lateral inspection has been ~Ieted. . ~J, u'ave received a copy of Ordinance No. 9-13-99 and agree to follow all District standards. Building \~[..] crawl space [ ] slab or [ ] basement that [ X ]will be finished, [ ]rough-in plumbing with qrinder pump installed during construction, [ ] rough-in plumbing only and !uinder pump will not be installed during construction, [ ] no plumbing in the basement. (Please check appropriate box.) Builder will notitv the District office when the qrinder pump installation is completed. _Conditional Permit Terms: [ ] NO CONNECTION to the sewer until further notification. [ ] Certificate of Insurance must be on file with CTRWD listed as certificate holder. [ ] 48 hours notice before work starts on manhole core drilling or cuts of active lines and District inspector must inspect all work before covered. [ ] All District fees will be paid in full. . [ ] Approval pending Districts review of plans. [ ] Copies of approved permits from appropriate county or city agencies for work in the right-of-way road cuts or are required. [ ] No occupancy until further notification [ ] All Conditions have been met and final permit issued 2004. By signing below, I attest that I am familiar with the District's specifications and agree to accept responsibility for all work done under this permit. 842-1875 Phone .-\ -cP~'\/\... OJ ~._~",.=-" - '7C'-__"'~"""-"-"""~_'-'i!._--, ~__ ..... ~=~......,...-....~-::>--,~~=--=-~-._-,_. .~- - ~'~''''--''-~'''''---''--''~'~--..--r- ~_. "'_~_ Permit issued this 13'" day of December, 2004. ~ 2 site plans submitted Permif is valid for ONE- YEAR from the date issued. . . /'/ .~;:~-::~------~ '--......G Candy J. Feltner Director of Administration & Customer Service sv Permit valid only with CTRWD seal in red ink. Permit-rev.01/03/akn Plot Plan legend J]QQ;ID Proposed Grades 000.0 ExiSting Grades - 000.0- Contour Grode * Approx. Lateral Locallon - . - Sanitary Sewer Unes -ar_ Storm Sewer lines - w - Water Service Unes - - - - - - - Sub-Surface Drain Une. · Manhole (Sanitary or Storm) . Beehive Inlet (Storm) III Curb Inlet (Storm) LOT# 4 D End Section (Stann) -.. :'... - ~~ ttr.':~: .wale VB04.0026316 o ~ =~= o Assumed North ScoJe : 1- = 30' 162.98 ~ \ \ \ . I a; > \' D 327 \~ \ ~ 0 .....J a ~ \~ ~ \~ .0 > 37.6 ... :~i w \ b; :z: <i: *\ .--l I .~ ~ > "' \ I ~ ~ 0 ~ I \3 h \ 3' 41.0' I W <..9 \ . Cl > w !\ I if) ~ 25.0' ~i \ 32.1 I > 173~38' "T ..r\ - --- .~ I '~., Schneider !lie _ Corparalilm ll801 Dtio A..... _ furl_ fn""'n~ IDdiana 48218-103'1 817-628-7100 817-628-7200 '.II ~ SIIm7bIc ~- 1lIll.1lll CeoJ<v This Plot Plan Prepared For: SHver Thome Homes Lot # 4, containing 20,182 5.F.t, In Sedgwick In.trument # 2oo2oooB55887 P.C. # 3. Slide # 87 - Sedgewlck Lane (50' R/W) Prepared Date: 11/24/04 : By. JKI Community Restrictions: Side Yard = N/A Rear Yard = 25' Aggregate = 15'(B.H.) Flnished Floor E1O'1Otlon Information Pad Grade = 913.7 per plan Pad Grade + 1.0' = Garage (914.7) m Garage m + 0.5' = Residential m (915.2) Residential m - 10.0' = Basement m (905.2) Note: Sanitary Sewer Tap of Gastlng Information Up.tream Manhole, TC=911.31 oown.tream Monhole, TC=913.15 per record drawings. Note: BuDder to ensure poslllve drainage away from structure(s). Note : The gorage finished floor elevation is 3.2' above the curb ot the drive, per plan. Sad Galculation.: Drive = 1,570 SFt Public Walk = 542 SFi Private Walk = 21B SFt Saed = 8,087 SFi Sad = 8.433 SFi, from rear of home. i I I u..i j 0 c::i 0 c::i 'b N ..., 60.1' ~I I 611.1' I I j I f I Note: Thi. drawing I. based on construction plans or record drawings, and Is not based upon a field survey. The Schneider Corporation does not warrant the accuracy or sufficlency of this infonnotion. Contractors should verify existing conditions prior to any construction. Any discrepancy found on thl. drawing should be reported to The Schneider Corporation immediately; fanlng to do so result. in the contractors a.sumption of all liabnity. Note: Per HSE (Horn lion South Eastern) .Standards for Design ond Construction of Bundlng Sew...... the lowest e1eYOtlon to have gravity sanitary sef'\4ce is to b. a m~imum af one fool (1') obove the lowesl tap of costing elewrtJon of either the flnt upstream or downstream manhole on the public sewer 8~em to which the conneclJon Is to be made. Detan of t)p/cg Ground Water flow pattern for ~dMcll<i lots. :++: 'HI I I NOTE: TIt: BASEIlENT ElfVAlJON Il!PlClED HfRElIl HAS BEEN 0C1ERIIlH!D AHD BASED ~ 1llE PAll GRADES AHD OR ClMWlS TAKEN fR(IITHE camRucl1aN PLlHS FOR llIE SlJlD101S(K IJNI.lSS SlAlID, NO IIIFORIIAnOll ABOUT FlUCTUAllNG WAlER TAIllES, SOlI. ~~nOlls OR SOlI. nI'ES 1lI1ll1l1lf: BUIlDIHG NO HAS IIIIN PROWlED OR SlAlID OIl SAlD PLIH. IT IS REtaAlENIlElJ THAT IlASElIDff FIHIS1lEO flOOR ElfVAlJONS BE AT lEAST (2) fEET AIlO~ THE NORlIAI. POll. ElfVAnOll r1! ~Y AO.O_ BOOIES r1! WAlER t.MfSS A STUDY r1! FACTS RE-.s OlHERlllS!: F IlURf<G THE ElCCAVA1IOIl PROCESS, IoHY GROUHDWAlER IS llI1IESSED. THE SCHNEIIl€R CORP. SHOUlD BE N01lFIED I_TaY. THE BASEIlENT ElfVAlJON SHOUlD BE RAISED (2) fEET ABO~ llIE GROUNDWAlER lfVEl ~D AIlIlOIOIlAl COOS1IlUC1IOIl ~ SHOUlD BE INCORPORAlID 10 AlIDlA 1E FU1\JR[ PROIlWIS. flOOD HAZARD STATEMENT The accuracy of any fload hazard data shown on thi. plat pian i. 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 desm'bed land DOES NOT UE within that special flood hazord zone A a. soid land plots by scole on communlty-panelll8OOBO o20SF of the flood Insurance rate map. for Flsh.... IN (maps dated Feb. 19, 2003).