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Home My WebLink About07050021 Receipts/Permits om 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: twedding COpy # 1 Sec:28 Twp:18 Rng:3 Sub:B62 B1k:9033 PARCEL ID ........: ZB6214 DATE ISSUED.......: 05/04/2007 RECEIPT #.........: 24982 REFERENCE ID # .... 07050020 LOC":r J SITE ADDRESS ...... 13378 BIRKENHEAD ST SUBDIVISION ......: VILLAGE OF WESTCLAY CITY .............: CARMEL IMPACT AREA. .....: OWNER......... ...: JOHN & BARBARA STEWART ADDRESS ..........: 12820 UNIVERSITY CRESCENT #3D 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 'EE ID UNIT QUANTITY 'WATCONN FLAT RATE LAL PERMIT : mOD OF PAYMENT 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 AMOUNT NUMBER ~CK 1310.00 016228 LAL RECEIPT : 1310.00 \ \ CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07050020 Date: 05/04/2007 PARCEL ID #: ZB6214 LOT & SUBDIVISION: 14 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 13378 BIRKENHEAD ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: THE ESTRIDGE GROUP, CHECK #: 016228 EXCAVATOR INFORMATION: Name: R.T. MOORE CO., INC. Ph. #: (317) 291-1052 Fax #: Email: Street Address: 6340 LAPAS TRL INDIANAPOLIS, IN 46268 Bond Expiration: PERMIT TYPE: USEWRWATR SEWERlWATER PERMIT Special Notes/Conditions: LOT 14 VILLAGE OF WEST CLAY. WATER. . NO NOTES. The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 oflatcst 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 \vriting. 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, I and .2 of the International Rcsidcntial Code. All building sewers shall be 6" diameter. All installations shall be "ooen trench" inspected and approved bv the Carmel Sc\\!er Dcoartment before anv backfillim! 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 cnter the public sewer. Sewer insoections should be reauested at (317) 571-2648 onc 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 strect cut nermit shall he nhtainerl. PPLlCANT NAME: PAUL OWEN ~;~,'"' RmN" BY" 1", ,d t {} 'i,)Mtb r 1,310.00 1 of CITY OF CARMEL PERMIT RECEIPT /" Sec:28 Twp:18 Rng:3 Sub:B62 Blk:9033 Lot:14 PARCEL ID ........: ZB6214 DATE ISSUED.......: 05/14/2007 RECEIPT #.........: 25062 REFERENCE ID # .... 07050021 OPERATOR: vdolan COPY # 1 1 SITE ADDRESS...... 13378 BIRKENHEAD ST SUBDIVISION......: VILLAGE OF WESTCLAY CITY .............: CARMEL IMPACT AREA ......: OWNER ............: ADDRESS ..........: CITY/STATE/ZIP ...: RECEIVED FROM ....: CONTRACTOR .......: COMPANY ..........: ADDRESS ..........: CITY/STATE/ZIP ...: TELEPHONE ......... JOHN & BARBARA STEWART 12820 UNIVERSITY CRESCENT #3D CARMEL, IN 46032 ESTRDIGE GROUP LIC # ESTRCUS ESTRIDGE CUSTOM HOMES 14300 CLAY TERRACE BLVD. #200 CARMEL, IN 46032 (317) 846-7311 :E ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL ------ ------------- ---------- ---------- ---------- ---------- ---------- ELEMTR FLAT RATE 1. 00 57.50 0.00 57.50 0.00 FINAL FLAT RATE 1. 00 57.50 0.00 57.50 0.00 FTSLB FLAT RATE 1. 00 57.50 0.00 57.50 0.00 FTSLB+ FLAT RATE 1. 00 57.50 0.00 57.50 0.00 ROUGH FLAT RATE 1. 00 57.50 0.00 57.50 0.00 FLAT RATE 1. 00 1261.00 0.00 1261.00 0.00 /0 FLAT RATE 1. 00 55.50 0.00 55.50 0.00 INGLE SQUARE FEET 6,889.00 1092.90 0.00 1092.90 0.00 ---------- ---------- ---------- ---------- L PERMIT : 2696.90 0.00 2696.90 0.00 JD OF PAYMENT NUMBER AMOUNT '( ~ RECEIPT : 2696.90 016227 ------------ ------------ 2696.90 CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICATION For: Residential NC'N Structures, Additions, Remodels, & Accessory Buildings Permit #: 07050021 Date: 05/14/2007 PARCEL 10 #: ZB6214 LOT & SUBDIVISION: 14 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 13378 BIRKENHEAD ST Township?: 18 Zoning: PUD PROPERTY OWNER INFORMATION: Name: JOHN & BARBARA STEWART Ph. #: 3178174186 Fax #: Street Address: 12820 UNIVERSITY CRESCENT #3D CARMEL. IN 46032 CARMEL, IN 46032 Flood Zone: N Lot Split: N CONTRACTOR INFORMATION: Name: ESTRIDGE CUSTOM HOMES Ph. #: (317) 846-7311 Fax #: (317) 815-2512 Email: CONDERA@ESTRIDGE.NET Street Address: 14300 CLAY TERRACE BLVD. #200 CARMEL. IN 46032 Plumber's Name: R.T. MOORE CO., INC. Codes for Project: IRC PERMIT TYPE: RESSINGLE Water Service by: CARMEL Sewer Service by: CTRWD Foundation Type: BSMT Manufactured Trusses: Y RESIDENTIAL SINGLE FAMILY DWEL County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $416600 Sump Pump: Y Deck: Early Release ILP: N ::)orch: Y >quare Footage: 6889 ~odel Home: .pecial Notes/Conditions: OT 14 VILLAGE OF WEST CLAY. SINGLE FAMILY. NO NOTES' TIll' pennit i, valid only if comtruction tommente, within one (I) ye",- nf the date of i"uante of the State Commeccial Design Rdease. All construction mUst be completed (C/O issued) within two (2) years of the issuallce date. I, the undmigned, agree th" any comrru"ion, reconm'uction, enlargement, relocation, or alterotion of a "'ucture, or any thange in the use of bnd nr struttUt" cequestd by thi, appl"'tion will comply with, and conform to, all appli"ble lows of the State of Indiana, and the "Zoning Ordinance of Carmel Indion" _ 1993" (Z- 289) and amendments, adopted unde;' authority of rc 36-7" "q, Genom! Aseembly of the State of Indiana, and all Act, omend"ory themo. I furthee mtify rh" only kitchen, b"h, ,md Boor dmins ace connected to the "nitaty sewer I funher certify that the tonstruction wiIi not be used or O[[upied until a Certj{jc:lte of OCcupancy has been issued by the Department of Community Services, Cannel, Indiana. 'PLICANT NAME: PAUL :ES: :S ELECTRICAUMETERB. :S FINAL 57.50 ,S FOOTING & UNDRSLB D REQ'D FOOT/UNDSLAB :S ROUGH-IN RK & REC. IMPACT FEE SIDENTIAL C/O JGLE FAMILY DWELLING OWEN 57.50 57.50 57.50 57.50 1261.00 55.50 1092.90 F Residential 15132007 Regional Waste District 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 9003 Builder Estridge Group Parcel Acreage Employees Square Footage Lot Number 14 Address Number 13378 Street Birkenhead St City Carmel Zip Code 46032 County Hamilton Plan Review and Inspection Application Fee EDU Fee Interceptor Fee Fees Due Invoice Number $100.00 $1,650.00 --..-.-..- - $1,750.00 'LEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Township Regional Waste listric! (see reverse) and any conditions noted 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, ,r other sources of ground or stormwater, shall be permitted to enter the District's sanitary sewer system. The District ,ill assume no liability for drains which are below the grade level of the nearest downstream manhole nor for laterals ihich are extended beneath driveways or sidewalks. The permit holder (property owner, developer or builder) will be esponsible for damages to the District's sewer system. This includes damages to manholes, castings, manhole lids md the like; caused by construction activity on the building site which is the subject of this permit. nspections by the District are MANDATORY and shall be arranged by contacting the District's office at 844-9200 ~4 hours in advance. All new construction will be placed on billing six months after connection has been made or when vater is connected, whichever comes first. Up VWC-460 VTP-S7 Down N rhe building has.a: GreaseTrap No Slab Foundation No Lid Elevation 901.92 It 901.97 It Grit Interceptor No Crawl Space No First Floor Elevation 904.60 It 904.60 It Grinder Station No Basement Yes Basement Elevation 894.60 It 894.60 It Calcufation is based on both Manhole Lid Elevations and the elevation of the First Floor L..__ 2.68l..____~~~J ,r Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Plumbed with Grinder Pump Installed o The District reserves the right to inspect all sump pump connections to ensure. no illegal connections have been made. --;?:, Manholes shall rem~in accessible at all times. Buried manholes will be corrected by the Developer/Owner. Conditional Permit Terms: - Plans Submitted No No Connection No Certificate of Insurance No Inspection Notice No Fees Paid No Plan Review No other Permits No No Occupancy No Fats, Oils & Grease No Manhole Core Two sets of plans showin9 at least one sanitary manhole and top of castin9 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 All District fees will be paid in full. Approval pending Districts review of plans. <::>\ \\\\l\~NA' ~ Copies of approved permits from appropriate county or city a l'ties ~ '" 't- No occupancy until further notification ti. en ~ Fats, Oils and Grease Faciiilies will abide by District standa,'fis . P!Il/1! ? \'%. 'o. '"- '~t~ ",,/ ~ tf;-' 1'". ,-';' .G/f)NA'....rClS,\ ...~ y signing below, I attest that I am familiar With the Distnct's speCifications and agree to accept responsibility for all work done under thiS permit :uilderl Owner Signature! /~;l QO",--- Phone Number (/&q --- <<;-")0 ","re' N'm/~ / APproved~ ~ _______ Permit Date 5/4/2007 Candy J. Feltner, DIrector of AdminIstratIOn & Customer ServIce ed 4/26/07 Permit is valid for ONE-YEAR from the date issued. Permil valid only with CTRWD seal in red ink. ~ Dneider Tbe Schneider CorporaUon 8901 0Ua Avenue BlBlorlc Fort Be.rr1Bon Indlmapolls, Indiana 46216-1037 317-828-7100 317-828-7200 FAX Euglnoering Surveying Lmdscapa Arnbllelllura 018 .lJS Geology Note: ThIs drawIng Is based on constructIon pions or record droll and Is not based upon 0 field survey. The SchneIder Carpal does not worront the accuracy or sufficiency of this Infom Contractors should verify elllstlng conditIons prior to ony construction. Any discrepancy found on this drawing should be reported to The Schneider COl]lorotlon Immedlotely. follll to do 90 results in the contractors assumptIon of 011 lIoblll 1 Prepared for: Custom Homes " containing 18,907 SJ,:l:, in OF WESTCLAY # 9003 nt # 200600000421 , Slide # 800 " Hamilton County T18N, R3E IRKENHEAO STREET (50' R/W) IN 46032 Oate: 03-30-07 : By: MBK Plot Pion legend 1000.0 I Proposed Grades 000.0 Existing Grades __ 000.0-- Contour Grade * Approx. lolerol locotion - D - Sonitory Sewer Unes -11'- Storm Sewer lines - IJ - Water Service Lines - - - - - - - Sub-Surfoce Droin Unes e Monhole (Sonitory or SIorm) 41 Beehive Inlel (Storm) IIIll Curb Inlel (Storm) D End Section (Storm) A Fire Hydrant - .. 0 .. - 0 .. .. - Flow Line of swoJe - 8ullding Line (Bl I BSl) - - - - - - - Easement line Nole: The basement elevation, depicted hereon, has been daten bosed on the pod grades and/or contours loken from th construction plans for this subdivision. Unless stated, no information about fluctuating waler tobles, soil conditions types has been provided or stated on sold pIons. This 101 localed near 0 body of waler. Lot or soil conditions may . that the basement floor elevation be held 2 foot obeve r elevation. Site investigation may be needed If waler Is en during the excavation process or if other known water ell solis conditions ore present. Investigation and any famedl, procedures is at Ihe dlscreUon of the builder to determln .take approp~Qte sleps of action. If any ground waler Is encountered during excavation the buRder Is encouraged 1 The Schneider Corporation to discuss possible courses of , Restrictions: = 8% of the width of the 101 or 5 ever Is greater. = 20' = 18% of the widlh of Ihe lot 01 1 line or 15', whichever Is greater. 12 Note: Sonilory Sewer Top of Costing Information Upstream Manhole, TC=901,92 Downslreom Manhole, TC=901,91(ADJUST TO 902,00) Per Record Drawing or Elevation Informotion = 903.1 per colculotlon + 0.5' = Garage FfE (903.6) t 1.0' = Residence FFE (904.6) 'FE - lD.O':I: = Bosemenl FFE (894.6) pe = 2.9% Note: The contractor is to maintain o minimum distance of ten feet (10') belween Ihe sanitary sewer and water line lolerols. ~ ~ Q~Q LOT # 14 VB # 07.0071268 Detail of Ground Water flow pattem. Nole: Sump pump(s) to be ploced by builder os needed. ~ Assumed North Scole : 1" = 30' z i' c 4: 1 SLOPE ;!. [Q -M- -~- - - -- . SO e. Nole: Builder to ensu positive drainage awa structure(s). garage finished fioor elevollon i the curb at the drive, per TYPICAL SWALE SECllON 65' OF ENGINEEREO FILL UMITS \ I I .... I 1;!i11 iSl - -~-];; 1 I l. I I '0 I co 0 I co I I I; 902.4 TC=901.65 ME PER RECORO I 903,2 / / \ I '-';0 is,,, UQ I l- I /~ I 35.00' I >- ~bI 5~ ~ >- ~ ~ I l:J< ~ ~!1i If i-- 103.6' I "'U I 4,33' t::J I !rl ~ Q I; 1;; 4.00' / Cr) BLOCK "A" I 10.0' '" , Q n fjj~\:i PARK I Q~15 < ~~ iJ ADAMS GREEN I ~~~ ~ ~ ~ ~ , PER PlAN :;;:: 5.33' 15 113.8' i;! .. - ~ I b ;li ~~{)~ Q I :2 36.00' : @~ a? Cb 29.0' 8-B ~0 CHAIRBACK CURB 5.1, All service laterals crossing at curb ore slomped: SA= Sanitary Sewer SS= Subsurface Drain W= Water Area of water lop 10 be bock filled with granular material to within 10" of top of curb. I, Dennis L. Grumpp, duly licensed L Surveyor. Indiana {I. 50303. do hereby certify that In my opinIon, Ii the finished grades are constructed as shown, the Surface Drainage on the subject lot, will be satisfactory far Residential Construction. fiil suggested at sanItary sewer water line trench excavated areas. curs) Note: Builder is 10 grode side yard swole to grades shown on Ihls pion. If builder is unable to achieve posltlve drainage away from proposed structure, Ihe engineer sholl be conlocled. bUilder is nol 10 devlole from grades shown on this plan without Ihe consenl of bolh the The Schneider Corp. and Brenwlck Dev. top to be restored condition prior I. Jreos - Weslcloy) This plot plan was prepared based on information token from record plats, subdivision plans, record drawings and plans provided by client. It Is Ihe responsibillly of Ihe conlroctor to verify site conditions prior to construction and nollfy The Schneider corp. and Brenwick Development of any discrepancies. REVISION H 1 REVISE FOUNDA 1l0N DIMS. V8f107.0072892 04-27-07 MBK ",,\\lI\IIIIIIIUI"""II!. ~~'\ L: i't/'~ ~ ,S . (ip ~ ~.;".,~'\, ............. ''''0-J~ ~ ss....~G\SNTf~~6....."....<>~ ~~/~ o. ......,..,~ I ( 50303 ) J % \. STATE OF.... ~ ~ /.... '.... ~ ~<~ ...'tvDIA"~'" 'S~<>' ~ ", ,.., :s: ~ '4tJ .......... c'\: <>' ~I,II. SUR~\\~ WI//I/1IIlIIIII1l/I!\I\\\' O'-l'~ illes on pial pion JUans per pion verified In the field. '1 areas - Westcloy) on lots 100' and larger " on less than 100' 50% stories 507. All mud In slreets from trucks leo~ng lot 10 be cleaned 01 the end of each doy. SIrow boles and slit fence to be used where needed 10 keep mud off of streets and out of storm sewers. REVISION # 2 MOVE HOUSE . V8f107.007308D 05-01-07 MBK own Is per pions Is-built elevation. for the elevation ,n the primary finished , Ihe top of bosement basement finished floor Ihe client. This drawing is nol Inlended 10 be represenled os 0 retrocem, original b?undary survey, a route survey, or 0 Surveyor Locatio