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Home My WebLink About07050219 Receipts/Permits 1 of 1 CITY OF CARMEL PERMIT RECEIPT ~' OPERATOR: vdolan COpy # 1 See: Twp: Rng: Sub:B62 Blk: Lot:538 PARCEL ID ''''': ZB62538 DATE ISSUED""",: 06/01/2007 RECEIPT #'" "",,: 25303 REFERENCE ID # "" 07050219 SITE ADDRESS", ,.' 13010 DEERSTYNE GREEN ST SUBDIVISION "",,: VILLAGE OF WESTCLAY CITY """"",..: CARMEL IMPACT AREA "",.: OWNER .."""",,: ESTRIDGE CUSTOM ADDRESS """",,: 14300 CLAY TERRACE BLVD, #200 CITY/STATE/ZIP ",: CARMEL, IN 46032 RECEIVED FROM ",,: CONTRACTOR .."",: COMPANY, ".,..",: ADDRESS, ,.......,: CITY/STATE/ZIP ..,: TELEPHONE, "...." ID UNIT QUANTITY - - - -- ------------- ---------- ~EMTR FLAT RATE 1. 00 CNAL FLAT RATE 1. 00 lSLB FLAT RATE 1. 00 "SLB+ FLAT RATE 1. 00 JUGH FLAT RATE 1. 00 FLAT RATE 1. 00 ) FLAT RATE 1. 00 IGLE SQUARE FEET 7,554,00 PERMIT : ) OF PAYMENT AMOUNT 2763,40 RECEIPT : 2763.40 ESTRIDGE HOMES LIC # ESTRCUS ESTRIDGE CUSTOM HOMES 14300 CLAY TERRACE BLVD. CARMEL, IN 46032 (317) 846-7311 #200 AMOUNT PD-TO-DT THIS REC NEW BAL ---------- ---------- ---------- ---------- 57,50 0,00 57,50 0,00 57.50 0,00 57.50 0,00 57.50 0,00 57.50 0,00 57.50 0,00 57.50 0,00 57.50 0,00 57.50 0,00 1261.00 0.00 1261,00 0,00 55.50 0.00 55,50 0,00 1159,40 0.00 1159,40 0,00 ---------- ---------- ---------- ---------- 2763.40 0.00 2763.40 0.00 NUMBER 016369 CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICATION For: Residential New Structures, Addition.;, Remodels, & Accessory Buildings Permit #: 07050219 Date: 06/01/2007 Il,RCEL ID #: ZB62538 JT & SUBDIVISION: 538 VILLAGE OF WESTCLAY DDRESS OF CONSTRUCTION: 13010 DEERSTYNE GREEN ST CARMEL, IN 46032 )wnship?: Zoning: PUD Flood Zone: N Lot Split: N ROPERTY OWNER INFORMATION: ame: ESTRIDGE CUSTOM ,. #: 3176698530 Fax #: 3178152512 :reet Address: 14300 CLAY TERRACE BLVD, #200 CARMEL, IN 46032 JNTRACTOR INFORMATION: ,me: ESTRIDGE CUSTOM HOMES 1. #: (317) 846-7311 Fax #: (317) 815-2512 Email: CONDERA@ESTRIDGE.NET reet Address: 14300 CLAY TERRACE BLVD. #200 CARMEL, IN 46032 umber's Name: R.T. MOORE CO., INC. .des for Project: IRC ,RMIT TYPE: RESSINGLE RESIDENTIAL SINGLE FAMILY DWEL ,ter Service by: CARMEL wer Service by: CTRWD undation Type: BSMT nufactured Trusses: Y echo Y 'Jare Footage: 7554 del Home: County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $546000 Sump Pump: Y Deck: Early Release ILP: N lcial Notes/Conditions: . 538 VILLAGE OF WESTCLAY, SINGLE FAMILY HOME ) NOTES' his pennit is valid only if construction commences within one (I) year of the date of issuance of the State Commercial Design Release. All construction must be completed (C/O issued) within two (2) years of the issuance date. :he undersigned, agree that any construction, reconstruction, enlargement, relocation, or alteration of a structure, or any change in the use of land or structures luestcd by this application will comply with, and confonn to, all applicable laws of the State of Indiana, and the "Zoning Ordinance of Cannel Indiana - 1993~ -289) and amendments, adopted under authority of I.C 36,7 et seq, General Assembly of the State of Indiana, and all Acts amendatory thereto, I further certify It only kitchen, bath, and floor drains are connected to the sanitary sewer. I further certify that the construction will not be used or occupied until a rei{jcate ofOccupallcyha..<; been issued by the Department ofConununity Services, Carmel, Indiana. 'L1CANT NAME: PAUL S: ELECTRICAUMETERB. FINAL 57.50 FOOTING & UNDRSLB REO'D FOOT/UNDSLAB ROUGH-IN K & REC. IMPACT FEE IDENTIAL CIO ;LE FAMILY DWELLING OWEN 57.50 57.50 57.50 57.50 1261.00 55.50 1159.40 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: plux COpy # 1 pO See: Twp: Rng: Sub:B62 Blk: Lot:538 PARCEL ID ........: ZB62538 DATE ISSUED.......: OS/29/2007 RECEIPT #. . . . . . . . .: 25241 REFERENCE ID # ...: 07050218 SITE ADDRESS ...... 13010 DEERSTYNE GREEN ST SUBDIVISION ......: VILLAGE OF WESTCLAY CITY .............: CARMEL IMPACT AREA ......: OWNER ............: ESTRIDGE CUSTOM ADDRESS ..........: 14300 CLAY TERRACE BLVD. CITY/STATE/ZIP ...: CARMEL, IN 46032 RECEIVED FROM. ...: CONTRACTOR....... : COMPANY... .......: ADDRESS ..........: CITY/STATE/ZIP ...: TELEPHONE ......... THE ESTRIDGE GROUP LIC # XRTMOOR R.T. MOORE CO., INC. 6340 LAPAS TRL INDIANAPOLIS, IN 46268 (317) 291-1052 ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL ---------- ---------- ---------- ---------- 1310. 00 O. 00 1310. 00 O. 00 ---------- ---------- ---------- ---------- 1310. 00 O. 00 1310.00 0 00 'CONN FLAT RATE 1.00 PERMIT : I OF PAYMENT AMOUNT NUMBER 1310.00 016368 ------------ ------------ RECEIPT : 1310.00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07050218 Date: OS/29/2007 'ARCEL 10 #: ZB62538 OT & SUBDIVISION: 538 VILLAGE OF WESTCLAY .DDRESS OF CONSTRUCTION: 13010 DEERSTYNE GREEN ST CARMEL, IN 46032 AYMENT RECEIVED FROM: ame: THE ESTRIDGE GROUP CHECK #: 016368 XCAVATOR INFORMATION: ame: R.T. MOORE CO., INC. h.#: (317)291-1052 Fax#: Email: :reet Address: 6340 LAPAS TRL INDIANAPOLIS, IN 46268 Jnd Expiration: :RMIT TYPE: USEWRWATR ; SEWERlWATER PERMIT lecial Notes/Conditions: .OT 538 VILLAGE OF WESTCLAY, WATER PERMIT NO NOTES' Ie building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 oflatest revision; or vitrified clay pipe, meeting ;TM specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. The sewer all be installed in accordance with ASTM 2321 for pve pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall be strict compliance with pertinent City of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Section 1 22(a), and sections P3008.1 and.2 of the International Residential Code. All building sewers shall be 6" diameter. I installations shall be "ODcn trench" insoected and aonroved bv the Carmel Sewcr Denartment before anv backfillinQ is done. Non. npliance may result in digging up the sewer installation and/or denial of future sewer permits and/or denial of water connections. footing or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer. o,rer insoections should be requested at (J 17) 571.2648 one to four hours in advance. inspections or installations will be made on Saturday or Sunday or holidays unless arrangements arc made at least 24 hours in advance. All mbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any street ;;t he Cllt. a scnarate ."treet cut nermit shall he ohtainecl. L1CANT NAME: PAUL OWEN MENT RECEIVED BY: 3: 10.00 (' Regional Waste District Residential '962007 SANITARY SEWER PERMIT INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Lift Station 19 Village of West Clay Station Treatment Plant MIX Subdivision Village of West Clay Section Number 5001 Builder Estridge Group Parcel Acreage Employees Square Footage Lot Number '538 Address Number 13010 Street Deerstyne Green St City Carmel Zip Code 46032 County Hamilton Plan Review and Inspection Application Fee EDU Fee Interceptor Fee Fees Due $100.00 $1,650.00 Invoice Number $1,750.00 ASE NOTE: tnstallation of building sewer. shall be per the specifications of the Clay Township Regional Waste rict (see reverse) and any conditions noted below. All installations shall be inspected by District personnel during m trench" phase and before backfilling with stone to twelve inches above the pipe. NO footing or foundation drains, ther sources of ground or stormwater, shall be permitted to enter the District's sanitary sewer system, The District assume no liability for drains which are below the grade level of the nearest downstream manhole nor for laterals ;h are extended beneath driveways or sidewalks. The permit holder (property owner, developer or builder) will be lonsible for damages to the District's sewer system. This includes damages to manholes, castings, manhole lids the like; caused by construction activity on the building site which is the subject of this permit. 'ections by the District are MANDATORY. and shall be arranged by contacting the District's office at 844-9200 lours in advance. All new construction will be placed on billing six months after connection has been made or when ~r is connected, whichever comes first. building has a: Grease Trap No Grit Interceptor No Slab Foundation No Crawl Space No Up VWC-423 VWC-422 Down Lid Elevation 903.28 ft 901.5 ft First Floor Elevation 905.70 ft 905.70 ft Grinder Station No Basement Yes Basement Elevation 895.70 ft 895.70 ft Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor L--2A2l 4.201 r 'rdinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Plumbed with Grinder Pump Installed The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made. ~ Manholes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. Conditional Permit Terms: Plans Submitted No No Connection No Certiffcate of Insurance No Inspection Notice No Fees Paid No Plan Review No Other Permits No No Occupancy No Two sets of plans showing at least one sanitary manhole and top of casting elevation 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 1,_ All District fees will be paid in full. Approval pending Districts review of plans. Copies 'of approved permits from appropriate county or city agencies No occupancy until further notification Fats, Oils & Grease No Fats, Oils and Grease Facilities will abide by District standards ManIiOIEfCore------ ~.. roO gning below, I attest that I am ~ith the District's specifications and,agree to accept responsibility for'all work done under this permit. Jer I Owner Signature' ~ ~ Phone Number tZ f-8530 qvt. CWcJ - Printed Name Approved ~ ~ ) -,-::::. -- ~ Permit Date 5/22/2007 Candy J. Fellner, Director of Administration & Customer Service /26/07 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. Note: The basement elevallon, depleted hereon, has been dstennlned and baaed pod grades and/or contours token from the constructlon plans for this subdivision. Unless etated, no Infonnation about fluctuating water tobles, ~ condltlons, or 5011 twes has been provided or stated on sold pIons. This I located neor 0 body of water. lot or soil condftlons may require that the basement fioor elevation be held 2 foot above nonnol pool e1Svtltlon. Site Investigation may be needed If water Is encountered during the eKcovotloo process or If other known water elevation or soils conditions ore present. Investigation and ony remedIal procedures Is at the discretion of the build determine and toke appropriate steps of octlon. If any ground water Is encountered during excavation the builder Is. encouraged to contact The Schneider Corporation to ,discuss possible courses of action. '-~ ichneider The Stlhnoldor CorporllUon 6DOl Olio Avenue mmrlc Forl BlllI'1son IndlllDllpolla, lodLllna 48216-1031 317-826-7100 311-628-7200 FAX Engin,,,",< s..m,w. LlIIllUCllpll Arahlteolure GIS .1J3 Goology lot Plan Prepared for: Estridge Custom Homes It # 538, containing 10,177 S.F.:I:, in LLAGE OF WESTCLA Y ,ction # 5001 strument # 200500019934 C. # 3, Slide # 606 \010 Deerstyne Green Street (50' R/W) Jrmel, IN 46032 'epared Date: 05-03-07 : By: MBK Plot Plan Legend 1000.0 I Proposed Grades 000.0 Exi,tlng Grades __000.0-- Contour Grade * Approx. Lateral Location - 8 - Sanitary Sewer Lines - IT- storm Sewer LInes -v-WaterServlcel1nes - - - - - - - Sub-Surface Drain lines e Monhole (Sanitary or Stonn) . Beehive Inlet (stonn) l1li Curb Inlet (Storm) D End Section (Stonn) A Fire Hydrant - .... <I - .... 0 _ Flow Une of swale - - Building Line (BL / BSL) - - - - - - - Ea.sement Line Detail of Ground Waler flow pattern. tmmunlty Restrictlons: le Yard c 5' MIN. (on. ,Ide only.) ,or Yard = N/A Igregate = 20% of lot width the lot ot Bll. Ilshed Floor Elevation Information d Grade = 903.7 per col~ d Grade + 0.3' = Garoge FFE (904.0) d Grode + 1.7' to FIT of ReeJdence (905.7) sidentlal FFE - 10.0'f = Basement FFE (B95.7) ,te : The garage finished floor elevation 0.9' above the curb at the drive, per m. Note: Sanitary Sewer Top of Costing Infonnotlon Upstreom Monhole, TC=903.33 Downstream Manhole, TC=901.70 PER PLAN vowoy Slope = 4.1% LOT # 538 VB # 07.0073173 PO#00742697 ~M- -~~ ~ ~ =~= ~ Assumed North Scole : I" = 30' Note: Builder to ensure positive draInage away from structure(s). fa: ilder Is to grade side yard swale grades shown on this pIon. If builder unable to achieve positive drainage away m proposed structure, the engineer sholl contacled. bu1lder Is not to deviate from Ides shown on this plan without the consent both the The Schneider Corp. and Srenwlck Dev. Nate: Sump pump(e) to b, placed by builder os needed. \JwG STR0422 f ~ .ggr.ffl" "70. 'J PER PLAN Note: The contractor is to maintain o minimum distance of ten feet (to') between the sanitary sewer and water line laterals. s plot plan was prepared 3ed on Information token m record plats, subdivision ns, record drawings and no prol1ded by cllen!. 1\ the responsibility of the. ltroctor to verify site ldltlons prior to construction d notify The Schneider 'P. and Brenwlck Development any discreponcle.s. 130.00' i'::: '" '" ~ 904.7 903.9 mud in streets from trucks lving lot to be cleaned at J end of each doy. 'ow bales and slit fence to be used ere needed to keep mud off of eets and out of storm sewers. r-------------_ L ~ 45.00' l:1 --f' --- ~ ::: ~ 2J.O' JO.o' '.6T 1'20' I I I I I:g~ 1"''0 I-- I I If;; t~ 901,< I, 26.33' "8 '" 1315 [jj~t! 1;; o [5 '" lij~ ~iE~ ~ F 26.33' l:1 "' ~ [5 ~ m i;; is ~ ~ service laterals lssing at curb I stamped: = Sanitary Sewer = Subsurface Drain , Water la of woter tap to be :k filled with granulor terial to within 10" of I of curb. ~~ ~io vvt sm 143 T q "~.,.o PERP \):/.1"1:> / m of water top to be restored Its' original condltlon prior construction. mular bock fill suggested jer driveway ot sanitary sewer ~ral trench, water line trench f any other excavated areas. situation occurs) olion of utilities on plat pion geneml locations per plan I should be vermed In the fi,ld. e: (secondary areas - Weste/oy) [. height: 35 on lots 100' and larger eve line) 30' on less than 100' e, coverage: 50% e; (primary areas - Westclay) I. h.ight: 30' d-up line: 2 stories I. covel"ae: 50% elevo Ion shown Is per pions lIs not the os-built elevation. NOTE: MINIMAL TOLERANCE PRESENT ON lHlS LOT The home location shown hereon has mInimal tolerance for placement of said home due to Its proxImity to setback nnes and/or easement lines. While not required, It may he advantageous that the builder have the foundation pinned otter the footing Is poured to help ensure that the improvements da not encroach upon such lines. REVISION n 1 MOVE HOUSE 05-04-07 MBK Information for the elevotion Brence between the prImary finished if elevotlon to the top of basement and to the basement finished noor , provided by the client. s drawing is not Intended to be represented os a retrocement or Jlnol boundary survey, a route survey, or a Surveyor location Report. ~ TYPICAL SWALr SECTION ~~! &~ sA. I_I_~I 1 = 1 ";1 1 = 1 ~ 1 0,'1' 1 gd> 1 l- I W W ~ (f') ",2 ';1'5 ~ :z W W c:: c.!> W ~ (f') c:: W W Cl i'/'v, '" '" a 15 << '" '" <;: 51 I 1 I 1 r'" .; o. ~ 1 I, Dennis L. Grumpp, duly licensed l Surveyor. Indiana # 50303, do hereby certify that 1n my opinion, I the finished grades are constructed os shown, the Surface Drainage on the subject lot. wlll be satisfactory for Residential Construction. ,"\\\\\\\IIII1I1/J/J1i1i1. #\'S l c.l'lij,% ;$:'" ~.........:....".;p.0~ ~ ~..,~o\S TE~l"'~A~ &~.,,~ No o.......<>~ , ( 50303 ) I ~ : ~ ::: '% \. STATE OF ./ f2 ~ /.... ..' fi ~(A' "'!.'XD'A~.!:""'~~ ~.y#J ......... \":\" ~ ~/I. SUR~ ....&.# "llllil/lllllll\l\l\l\\\II~ ,->,-lP-fl