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Home My WebLink About07060133 Receipts/Permits CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICATION For: Residential New StnlCtlIn:s, Additiom, Remodels, & Accessory Buildings Permit #: 07060133 Date: 06/27/2007 PARCEL 10 #: ZABB34 LOT & SUBDIVISION: 34 ABERDEEN BEND ADDRESS OF CONSTRUCTION: 12765 TRAM LN CARMEL, IN 46032 Township?: 18 Zoning: S1/ROSO Flood Zone: N PROPERTY OWNER INFORMATION: Name: SILVERTHORNE HOMES Ph. #: 3178421875 Fax #: 3178428268 Street Address: 6666 E. 75TH ST., #400 INDIANAPOLIS, IN 46250 CONTRACTOR INFORMATION: Name: SILVERTHORNE HOMES Ph. #: (317) 806-2190 Fax #: (317) 806-2191 Email: NWARD@SILVERTHORNEHOMES.COM Street Address: 6666 E 75TH ST #400 INDIANAPOLIS, IN 46250 Plumber's Name: JTB CONTRACTORS, INC Codes for Project: I RC Lot Split: N Porch: Y RESIDENTIAL SINGLE FAMILY DWEL County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $225000 Sump Pump: Y Deck: PERMIT TYPE: RESSINGLE Water Service by: CARMEL Sewer Service by: CTRWD Foundation Type: BSMT Manufactured Trusses: Y Square Footage: 6183 Model Home: Early Release ILP: N Special Notes/Conditions: LOT 34 ABERDEEN BEND, SINGLE FAMILY HOME . NO NOTES' This 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. L the undersigned, agree that any construction, reconstruction, enlargement, relocation, or alteration of a structure, or any change in the use of land or structures requested by this application will comply with, and conform to, all applicable laws of the State of Indiana, and the MZoning Ordinance of Carmel Indiana - 1993~ (Z~289) and amendmcnts, adopted under authority of LC 36-7 ct scq, General Assembly of thc State of Indiana, and all Acts amendatory thereto. I furrhercertify that only kitchcn, bath, and floor drains are connected to the sanitary sewer. I further certify that the construction will not be used or occupied until a Certificate of Occup."1ncyhas becn issued by the Department of Community Services, Carmel, Indiana. APPLICANT NAME: JOCELYN FEES: RES ELECTRICAUMETERB. RES FINAL 57.50 RES FOOTING & UNDRSLB 2ND REQ'D FOOT/UNDSLAB RES ROUGH-IN PARK & REC. iMPACT FEE RESIDENTIAL C/O SINGLE FAMILY DWELLING ZELLERS 57.50 57.50 57.50 57.50 1261.00 55.50 1022.30 Item 2 of CITY OF CARMEL 2 PERMIT RECEIPT Sec:29 Twp:18 Rng:03 Sub:ABB Blk: Lot:34 PARCEL ID ........: ZABB34 DATE ISSUED.......: 06/27/2007 RECEIPT #.. . . . .. ..: 25541 REFERENCE ID # .... 07060133 OPERATOR: ICOPY # ~ vdol1an 1 SITE ADDRESS ...... 12765 TRAM LN SUBDIVISION ......: ABERDEEN BEND CITY .............: CARMEL IMPACT AREA. .....: OWNER............: SILVERTHORNE HOMES ADDRESS..........: 6666 E. 75TH ST., #400 CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46250 RECEIVED FROM ....: SILVERTHORNE HOMES CONTRACTOR .. .....: ATTN: NATE WARD LIC # SILVHOM COMPANY ..........: SILVERTHORNE HOMES ADDRESS ..........: 6666 E 75TH ST #400 CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46250 TELEPHONE ......... (317) 806-2190 I FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL ---------- --------~---- ---------- ---------- ---------- ---------- ---------- IRESELEMTR FLAT RATE 1. 00 57.50 0.00 57.50 0.00 IRESFINAL FLAT RATE 1. 00 57.50 0.00 57.50 0.00 IRESFTSLB FLAT RATE 1. 00 57.50 0.00 57.50 0.00 IRESFTSLB+ FLAT RATE 1. 00 57.50 0.00 57.50 0.00 IRESROUGH FLAT RATE 1. 00 57.50 0.00 57.50 0.00 PRIF FLAT RATE 1. 00 1261.00 0.00 1261.00 0.00 RESC/O FLAT RATE 1. 00 55.50 0.00 55.50 I 0.00 RESSINGLE SQUARE FEET 6,183.00 1022.30 0.00 1022.30 0.00 ---------- ---------- ---------- ---------- TOTAL PERMIT : 2626.30 0.00 2626.30 0.00 METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 2741.30 0005041 ------------ ------------ 2741.30 Item 1 of CITY OF CARMEL 1 PERMIT RECEIPT OPERATOR: COpy # ~lux ~ Sec:29 Twp:18 Rng:03 Sub:ABB Blk: Lot:34 PARCEL ID ........: ZABB34 DATE ISSUED.......: RECEIPT #.........: REFERENCE ID # .... SITE ADDRESS ...... SUBDIVISION ......: CITY. . . . ... . . . . . . : 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 AMOUNT CHECK TOTAL RECEIPT : 1310.00 ------------ ------------ 1310.00 06/15/2007 25459 07060132 12765 TRAM LN ABERDEEN BEND CARMEL SILVERTHORNE HOMES 6666 E. 75TH ST., #400 INDIANAPOLIS, IN 46250 SILVERTHORNE HOMES, LIC # XWILWAT WILSON WATER & SEWER 3015 S CHASE ST INDIANAPOLIS, IN 46217 (317) 788-6247 1. 00 AMOUNT PD-TO-DT THIS REC NEW BAL ---------- ---------- ---------- ---------- 1310. 00 0.00 1310 .00 I 0.00 ---------- ---------- ---------- , ---------- 1310. 00 O. 00 1310.00 0 .00 NUMBER 0005040 \ i , CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07060132 Date: 06/15/2007 PARCEL ID #: ZABB34 LOT & SUBDIVISION: 34 ABERDEEN BEND ADDRESS OF CONSTRUCTION: 12765 TRAM LN CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: SILVERTHORNE HOMES, CHECK #: 0005040 EXCAVATOR INFORMATION: Name: WILSON WATER & SEWER Ph, #: (317) 788-6247 Fax #: Email: Street Address: 3015 S CHASE ST INDIANAPOLIS, IN 46217 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERlWATER PERMIT Special Notes/Conditions: LOT 34 ABERDEEN BEND, WATER 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 permitted in writing, The sewer shall be installed in accordance with ASTM 232] for pve pipe and the Uniform Plumbing Code for the State of Indiana. All installations s~all 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 P3008.1 and .2 of the International Residential Code. All building sewers shall be 6" diameter. ~ All installations shall be "ooen trench" inspccted and aporoved bv the Carmel Sewer Deoartment before any 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 sources of ground watcr or storm water shall be permitted to enter the public sewer. Sewcr inspections 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 CITY ENGINEER'S OFFICE. Tfany street must he cut a senaratc street Cllt nel1l1it shall he nhtainerl. APPLICANT NAME: JOCE~ ~Z:L~ERS PAYMENT RECEIVED BY: _, ffUL ~ FEES: $1,310.00 SF Residential '112452007 Regional Waste District SANITARY SEWER PERMIT INDIVIDUAL lOT I EXISTING BUilDINGS Permit Type Final Lift Station 23 126th Street Station Treatment Rlant MIX Subdivision Aberdeen Bend Section Number see 1 Builder Silverthorne Homes Parcel Acreage Employees' Square Footage Invoice Number lot Number 34 Address Number 12765 Street, Tram Ln City Cantlel Zip Code 46032 County Hamilton Plan Review and Inspection Application Fee EDU Fee $100,00 $1,650,00 Interceptor Fee Fees Due $1,750,00 PLEASE'NOTE: Installation of building sewer shall be per the specifications of the Clay Township RegionalWaste District (see reverse) and any conditions noted below, All installations shall bel inspected by District personnel during "open trench" phase and before backfilling wi!h stone to twelve inches,abovethe pipe, NO footing or foundation drains, or other sources of ground or stormwater, shall be permittEld. to enter the District's'SElnitary sewer system, The,District will.assume no liability for drains'which are "below the grade level of the nearest downstream manhole nor for late~als which are extended beneath driveways or sidewalks, The permit holder (property owner, developer or builder) will be responsible for damages to the Distric,t's sewer ~ystem, This includes damages to man,holes, castings; manhole lids and the like; caused by construction activity on the building site \l'!hich is the subject of this permit. Inspections by the District are MANDATORY and shall bearranged,by contacting' the District's office at 844c9200, 24 hours in advance: All newconstructioh INill be placed on billing sixmonths.after connection has been made or when water is connected, Whichever comes first. " , The building has a: Grease Trap No Grit Interceptor No Slab Foundation No Crawl Space No Up ABB-114 Lid Elevation 915,42 It 914"1t ~BB~113 Down First Floor Elevation 917,50 It 917,50 It Grinder Station No Basement Yes Basement Elevation 907,50 It 907:50 It Calculaiionis based on bot/, Manhole Lid Elevationsand'/he elevation, of the FirstFloor [=-i:-~r:::_'-3-:-5011 PerOrdinance 9-13-99 and the elevations provided, the substructure shall beplumbed'by: xPlumbed with G1'inder pumP1 Installed 'c-~e DistriCt reserves,lhe ri~ht to inspect all su, mp, "pump connection, s to ensure n, o'Hlegal,connections have been madej , nholes shall remain accessible at'all times"Buried manholes will be corrected by the Developer/Owner, I 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 Printed.'Name Two sets of plans showing at least one sanitary manhole and top of casting elevation I 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. Approyal,peneling Districts review of plans: Copies of approved permits from appropriate county or city agenci. ~\~llA. HAM/(t. &' 04- No oGcupan"cyuntiIJurther'notification ~ ~ ~ , ~- Fats, Oils and Greasehicilities will.abide by District'standard ~ CTRWD--- ~ \~ ~ ,--a ~ \~-t" ~ ~~~~L'll\'<; I Permit Date ,6/15/2007 Revised 4/26/07 Permit is valid for ONE-YEAR from the date issued, Permit valid only withCTRWD seal in red ink, '=~ The Schnel.der Corporation 8901 ou. ...... lIlslorlc Forlllarrison "''''''pnllf lndlalIa _8-1037 317-826-7100 ~.-L-~id >>17-828-7200 FA! ~ er -------, , This Plot Plan Prepared For:($IIverth~!" Hom~ Lot # 34 ,containing 19,528 SLl:, in Aberdeen Bend SubdMslon Section # 1 INSlR. # 200500066134 Book , 3, Page , 739 HamDton County, Clay Township 12765 TRAM LANE (SO' RfW) Cannel, IN 46032 Prepared Date: 06/07/07: By: KAG ~ SumyilI& LandJoape Arch1t.octun GIS'LIS Geoloc' Community Restrictions: Side Yard = N/A Rear Yard = 25' Aggregate = 30' Zoning = 51 snverthome Homes Pod Grode = 916,0 per plan Pod Grode + 1,0' = Garage m (917,0) Garage m + 0.5' = Residential m (917,5 ) Residential m - 10,0' = Basement m (907,5 ) Driveway Slope = 27~ Note: The garage finished floor elevation is 2.1' above the curb at the drive, per plan. Ground Cover Caiculatians: Drive = 1,36DSF:I: Public Walk = 752 SF:I: Private Walk = 207 SF:I: Seeding = 7,920 SF:I: Sod = 8,182 SF:I: ,to the rear of home, , -"'- c ~ 'I y' LlI.\.qL.:, ~~.~~-.-'..)-t-, (..--- ::L0~h ,:P.) . o.fGD'5'D ~,I'ii'?S- Plot Plan legend []QQ]J Proposed Grades 000,0 Existing Grades __ 000,0-- Contour Grade * Apprax. lateral location - I - Sanitary Sewer Lines -...- Stonm Sewer lines - " - Water Service lines - - - - - - - Sub-Surface Drain Lines . Manhole (Sanitary or Stanm) . Beehive Iniet (Stanm) II1II Curb Inlet (Stann) D End Section (Stonm) ,.Q. Fire Hydrant - 0 0 0 _ 0 0 0 - Flow line of swole s:: '^ '00 'b1-/CU I ~-tl., Note: Sanitary Sewer Top of Costing Infonmotion Upstream Manhole, TC= 915,60 Downstream Manhole, TC=913,80 per plan, P, z , , , , , , , / , , , , , , , , , , , , /,c ~ 35.8' 167.03' 49,67' ~ '" ~. :i 10 . I a1< NOTE: IN THE RESIDENTIAl DiSTRICTS LIMITING HEIGHT OP '- " TO TWENTY-FlVE (25) FEET, A DWEWNG MAYBE TYPICAL SWALE SECTION INCREASED IN HEIGHT TO THIRTY-FlVE (35) FEET PROV1DED THE SIDE AND REAR YARDS ARE INCREASED AN ADDITIONAL FOOT FOR EACH FOOT SUCH STRUCTURE EXCEEDS TWENTY-FlVE (25) FEET IN HEIGHT- PER CARMEL ZONING ORDINANCE 26,1.1. '07 ..rUN :~~ PM q,: 1.6 Note: This drawing is based on construction plans or record drawings, and Is not based upon' 0 field survey. ,The Schneider Corporation does not warrant the accuracy or sufficiency of this infonmation. Contractors should verify existing conditions prior to any construction. Any discrepancy lound on this drawing should be reported to The Schneider Corporation immediately. laliing to do IlsO results In the contractors assumption 01 011 liability. Note: The basement elevotlon, depicted hereon, has been determined and based on the pod grades and/or contours token from the" construction pions for this subdivision. Unless stated, no information oboot fluctuatlng water tables, soD conditions, or son t)pes has been proYided or stated on said pions. This lot is located neor:a body of water. Lot or saD condltrons may require that the basement floor elevation be held 2 foot above normal pool elevation. Sltel investigation may be needed If water Is encoontered during the excavation process or If other known water elevation or soHs condltlons are present. Investigation and any remedial proCedures Is at the discretion of the buDder to determine and take appropriate steps of action. If any ground water Is encountered dUM9 tll.co\'Qtlon the buDder Is encouraged to COI\tact The SchneIder Corporation to dlswss possible courses of action. 1 NOTE: l SUMP PUMP(S) TO BE PLACED I BY BUILDER AS NEEDED. Detail of t)llicol Ground Woter flow pattern for Indi'widuallots. LOT# 34 VB07.0075230 '" :-... :-... <r "-- o ~ =li:!i,= Note: Builder to ensure positive drainage away from structure(s). o , Assumed North Scale: I' = 30' , I I 1 I I 1 59.5' I ........................- , , 'w Ie; I~ I:::; I~ I I I I I 1 1 I w , ci I~ ,:::; ~ I o ,.... ,.",: o - 912.60 I -,;-;~~.- FLOOD HAZARD-STATEMENT CERTlFlCA TlON ,,11\11111111111/111//111/1. '$$-"'\~ <:. L /l 14'% ~ ':J . c;P ~ ~ ~, .."""'" ",~y;;, $ ~,"~G\SNTE:~~"",""A~ ~<::::)..,~ 0 ()"';o~ ~ [' . \ ~ ~ i S0303 i ~ ;: ~ : ==: % ..... STAlE OF ./ $ '\ <';;>!.iy Dr A~,!,:,,"'~~ff ,%7/rj '"..".." ('\~ ~ ~I,: SUR~ '-,,,,# 1//II/I/I1IIiIlIiI\I\\\\\\~ ~l.Pi1 Note: The contractor Is to maintain a minimum distance of ten feet (10') between the sanitary sewer and water line iaterais. This drawing is not intended to be represented as a retracement or ori.ginal boundary survey. a route survey, or 0 Surveyor Location Report. NOTE: CONTRACTOR SHAll CUT l' OFF OF SANiTARY LATERAL AND BEGIN FROM THAT POINT AND CONNECT TO HOUSE FOllO\\1NG PLOT PLAN. flOOD HAZARD STATEMENT The accuracy of any flood hazard data shown on this piot plan is subject to map scale uncertainty and to any other uncertainty In location or elevotion on the referenced flood Insurance rote mop. All of the within described iand DOES NOT LIE within that special flood hazard zone A as said land piots by scale on community-panel I 180080 020SF of the flood insurance rate maps for Conmel, IN (maps dated Feb. 19, 2003).