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Home My WebLink About07050134 Receipts/Permits Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT I~ I OPERATOR: elacey COpy # 1 ' Sec:29 Twp:18 Rng:03 Sub:ABB Blk: Lot:21 PARCEL ID .. ......: ZABB21 DATE ISSUED.......: 06/06/2007 RECEIPT #... ......: 25349 REFERENCE ID # ...: 07050134 SITE ADDRESS ...... 12956 BIRKENSTOCK ST SUBDIVISION ......: ABERDEEN BEND CITY .............: CARMEL IMPACT AREA ......: OWNER ............: SILVERTHORNE HOMES ADDRESS. . . . . . . . . .: 6666 E. 75TH ST. 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 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 RES C/O FLAT RATE 1. 00 55.50 0.00 55.50 0.00 RESSINGLE SQUARE FEET 6,430.00 1047.00 0.00 1047.00 0.00 ---------- ---------- ---------- ---------- TOTAL PERMIT : 2651.00 0.00 2651.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 2651.00 0004956 ------------ ------------ 2651.00 CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICATION For: Re.\idential New Structure.\, Additions, Remodels, & Accessory Buildings Permit #: 07050134 Date: 06/06/2007 PARCEL 10 #: ZABB21 LOT & SUBDIVISION: 21 ABERDEEN BEND ADDRESS OF CONSTRUCTION: 12956 BIRKENSTOCK ST Township?: 18 Zoning: S1/ROSO PROPERTY OWNER INFORMATION: Name: SILVERTHORNE HOMES Ph, #: 3178421875 Fax #: 3178428268 Street Address: 6666 E 75TH ST, INDIANAPOLIS, IN 46250 CARMEL, IN 46032 Flood Zone: N Lot Split: N 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: IRC PERMIT TYPE: RESSINGLE Water Service by: CARMEL Sewer Service by: CTRWD Foundation Type: BSMT Manufactured Trusses: Y Porch: Y Square Footage: 6430 Model Home: RESIDENTIAL SINGLE FAMILY DWEL County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $326000 Sump Pump: Y Deck: Early Release ILP: N APPLICANT NAME: CINDY FEES: RES ELECTRICAUMETERB. RES FINAL 57,50 RES FOOTING & UNDRSLB 2ND REQ'D FOOT/UNDSLAB RES ROUGH-IN PARK & REG. IMPACT FEE RESIDENTIAL CIO SINGLE FAMILY DWELLING THRASHER 57.50 57.50 57.50 57.50 1261.00 55.50 1047.00 Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: plux COpy # 1 F- Sec:29 Twp:18 Rng:03 Sub:ABB Blk: Lot:21 PARCEL ID ........: ZABB21 DATE ISSUED.......: 05/15/2007 RECEIPT #.........: 25090 REFERENCE ID # .... 07050132 SITE ADDRESS ...... 12956 BIRKENSTOCK ST SUBDIVISION ......: ABERDEEN BEND CITY .............: CARMEL IMPACT AREA ......: OWNER ............: SILVERTHORNE HOMES ADDRESS ..........: 6666 E. 75TH ST 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 - 219 0 USFWATCONN FLAT RATE TOTAL PERMIT : METHOD OF PAYMENT 1. 00 AMOUNT PD-TO-DT THIS REC NEWIBAL --------~- ---------- ---------- -----T---- 1310.00 0.00 1310.00 _____l~~~~ ---------- ---------- ---------- 1310.00 0.00 1310.00 10.00 FEE ID UNIT QUANTITY AMOUNT NUMBER CHECK TOTAL RECEIPT : 1310.00 0004957 ~----------- ------------ 1310.00 CITY OF CARMEL I CLAY TOWNSHIP WATER I SEWER PERMIT I RECEIPT Permit #: 07050132 Date: 05/15/2007 PARCEL 10 #: ZABB21 LOT & SUBDIVISION: 21 ABERDEEN BEND ADDRESS OF CONSTRUCTION: 12956 BIRKENSTOCK ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: SILVERTHORNE HOMES CHECK #: 0004957 EXCAVATOR 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 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWER/WATER PERMIT Special Notes/Conditions: LOT 21 ABERDEEN BEND, WATER PERMIT . NO NOTES' I I 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 are hereby permitted in writing. The scwc'r shall be installed in accordance with ASTM 2321 for pve pipe and the Uniform Plumbing Code for the State of Indiana. All installations sh~11 be in strict compliance with pertinent City ofeal111e} 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 All installations shall be "aDen trench" insnected and unmoved 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 water or storm water shall be permitted to enter the pub lie sewer. Sewer insocctions should be reQuested at (3]7) 571-2648 one to four hours in advance. I No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. !AII plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any ~trect must he cut. a SenHr:1te street cut nermit shall he ohtainerl. ! APPLICANT NAME: CINDY THRASHER PAYMENT RECEIVED BY:~c::JYlry] ~ FEES: $1,310.00 Regional Waste District SF Residential 167832007 SANITARY SEWER PERMIT INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Lift Station 23 126th Street Station Treatment Plant MIX Subdivision Aberdeen Bend Section Number see 1 Builder Silverthorne Homes Parcel Acreage Employees Square Footage Lot Number 21 Address Number 12956 Street Biikenstock St City Cannel 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 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 stone to twelve 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 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 which is the subject of this permit. Inspections by the District are MANDATORY and shall be arranged by contacting the District's office at 84479200 24 hours in advance. All new construction will be placed on billing six months after connection has been made of ,when water is connected, whichever comes first. The building has a: Grease Trap No Grit Interceptor No Grinder Station No Slab Foundation' No Crawl Space No Basement Yes Up ABB-106 ABB-105 Down Lid Elevation 915.67 It 915.66 fi I First Floor Elevation 917.50 It 917.50 It I I Basement Elevation 907.50 It 907.50 It Calculation is based on both Manhole Lid Elevations and the elevation of U'!e First Floor r-is31 1.841 I Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Plumbed with Grinder Pump Installed c:r c." 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 Deveioper/Owner. Conditional Permit Terms: I Plans Submitted No Two sets of plans showing at least one sanitary manhole and top of casting elevation No Connection No. NO CONNECTION to the sewer until further notification. Certificate of Insurance No Certificate of Insurance must be on file with CTRWD listed as certificate holder. Plan Review No No No No No 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\~' HAMlLTo s:,''I' We Copies of approved permits from appropriate county or city l~J~ncies o~, ~o occ~pa-"cy until furth"r notification I~ "t'q\ND 'i.<. Fats, Oils and Grease Facilities will abide by District stand\~S C' 1\ .~ '; ~ ::<-~ /:!J ~J'f//PR O\\'r>\.~.p I I Inspection Notice Fees.Paid No Other Permits _No_ 9ccupancy Fats. Oils & Grease Manhole Core By slgnmg below, I attest that I am familiar With the Dlstnct's speCifications and agree to accept responsibility for all work done under thiS ~ermlt Builder / Owner Signature 0 ~l~' D~i'r~\'--' tAU-0 Phone Number fI"I?/97\- Printed Name G.nc\ Approv Permit Date 5/15/2007 ner, Director o( Administration & Customer Setvice Revised 4/26/07 Permit is valid for ONE-YEAR from the date issued. Permil valid only with CTRWD seal in red ink. ~~ Schneider This Plot Plan Prepared For. Silver Thome Homes Lot # 21, containing 16,091 SJ.:!:, in Aberdeen Bend Subdi~sion Instrument # 200500066134 P.C. # 3. Slide # 739 HAMILTON COUNTY. etA Y TO\\llSHIP 12956 BIRKENSTOCK STREET (50' R/W) Carmel, IN ~032 Prepared Date: 05/15/06 : By. KAG The Schneider Corporation 8901 Ol_AVOI1ue B1Jt.orI.c 10lt 8arriaon fdlanapoliJ, IDd!aIlll =6-1037 017-826-7100 SI7-826-72oo rAI ~ -.,m, w.dIoape Arclrlt.cl.,. GJll.IJS Goolou Plot Plan Legend []QQ;Q] Proposed Grades 000.0 Existing Grades _000.0- Contour Grode * Approx. Laterai Location - 8 - Sanitary S6wer Lines - ar - Storm Sewer Lines - IJ - Water Service Lines - - - - - - - Sub-Surface Oraln lines . Manhole (Sanitary or Storm) . Beehive Inlet (Storm) IlIII Curb Inlet (Storm) D End Section (Storm) ... Fire Hydrant - 000 - 000 - Flow Line of swole Community Restrictions: Side Yard = N/A R6ar Yard = 25' Aggr6gate = 30' Zoning = SI Silverthome Homes Pod Grade = 916.0 per pion Pad 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 = 2.3~ Note: The garage finished floor elevation is 1.7' above the curb at the drlve, per plan. R ...; 0; , - , ~ N') "I- - 13b1 ~;1iJ <:::> oQ :::;;Q:c :::;;$ o u 914.5 REVISION # 1 ADD FIREPLACE AND MOVE SANITARY VB#06.0054867 05-22-06 MBK REVISION #2 MOVED FIREPLACE ADDED 2' TO REAR NOOK V807.0073284 05/04/07 - KAG Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC= 915.70 Downstream Manhole. TC= 915.50 per plan. Note: The contractor is to maintain a minimum distance of ten feet (10') between the sanitary sewer and water line laterals. Ground Cover Calculations: Drive = 1.338 SF:!: Public Walk = 415 SF:!: Private Walk = 181 SF:!: Seed = 6,834 SF:!: ~Sod = 5,580 SF:!:, from rear of home. ~~ n IS' ~ C"'9/J U. >t ~~ .00 D.t. ............... ................ ................... IS' (j .. .......- . &-D ........, ,f. ........ ~.... ------- ---..--... ~.3' +1.+' ~ :!! 7.00' ~ ~i'! ~ '" ~~ti ill 1;: !CJ ~ 1 0.0 . gj.____uu, Il: 6.67'8 : Note: This drawing is based on construction pions or' record, drawings, and is not based upon 0 field survey. The Schneider Corporation does not warront the accuracy or sufficiency of this Information. Contractors should verlfy existing conditions prior to any construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation immediately, foiling to do so resuits in the contractors assumption of all liability. Note: The basement elevation, depicted hereon, has bM1 determined and based on the pod qrodes ond/<< cootours token from the construction piOns for this subdMslon. Unless stated, no Information about fluctuating water tables. soD condltlons, or soD t)pes hos been provided or stated on sold plqn8. This lot Is locat~ near 0 body of water. Lot or soD conditions may require that the basement floor elevation" be held 2 foot above normal pool e1eYOtlon. Site Investlgatloo may be needed If water Is encountered during the excaYOtlon process or If other known water elevation or soDs condltlons ore' present Investigation and any remedial procedures Is at the dlSctetJon of, the buDder to determine and take approprrole steps of action. If any ground water Is encountered during exCQYOtlon the buUder Is encouraged to contact. The Schneider CorpOfatlon to discuss possible courses of action. ; LOT # 21 VB06.0054417 NOTE: , SUMP PUMP(S) TO BE PLACED BY BUILDER AS NEEDED. i OetoB of t)lllcol Ground Water flow pattern for IndMduallat. I ~ ~ =~= ~ Assumed North Scale : 1" = 30' Note: Builder to ensure positive drainage a~oy from structure(s). \p fIt~1J1!J. 0 b ~ ,,,,<:. "\ '1-' ~ ~. A '\~' iQ I 17.00' i:1 I ~!!I g I Ii 26.0' .. 36.0' i '+:r. 00; I PER' PlAN J-::. f , I , I (...... I , in t ....., J : " i5 : C5: ~ I ~~ ~ 11< no.. _, [;';g; CO I < cL 30.0' I I B-B ~l i 4;1 z ii o ,!. PER PLAN w . v; I v; '715.07 FLOOD HAZARD 5T A lEMENT CERllFICAllONI "\II\\\\\\lIlllll/f/f/1111t, ;#~c. L /l v/~ ~~~\~.......:."..v:pO'~ ~ ~,,'<rG\S T~f?~"""'A~ ~<::::,/~ No 0....;0'" , ( 50303:) ) ~ .... STATE OF .: ~ % <;;......IIvOI At-\t--......~ ff ~ 741;................(' '> ~ 't, SUR~ \."~\# WII/fllfflllllll\\\II\\\\~ '\:L-lf11 NOTE: IN THE RESiDENTIAL DISTRICTS UMITING HEIGHT TO TWENTY-fl~ (25) FEET. A DWElliNG MAY BE INCREASED IN HEIGHT TO THIRTY-fl~ (35) FEET PRO<1DED THE SIDE AND REAR YARDS ARE INCREASED AN ADDITIONAL FOOT FOR EACH FOOT SUCH STRUCTURE EXCEEDS TWENTY-fl~ (25) FEET IN HEIGHT. PER CARMEL ZONING ORDINANCE 26.1.l. This drawing is not intended to be represented as 0 retracement or original boundary survey, 0 route survey. or a Surveyor Location Report. flOOD HAZARD 5TAlEMENT The accuracy of any flood hazard data shown on this plot plan Is subject to mop scale uncertainty and to any other uncertainty In location or ~evation on the referenced flood insurance rote mop. ALL of the within described land OOES NOT LIE within that special flood hazard zone A as said land plots by scole on community-panel 118057 0205F of the flood Insurance rat. mops for Fishers. IN (mops doted Feb. 19, 2003). ol'< Tl'PICAL SWALE SECTION