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Home My WebLink About07040008 Receipts/Permits Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: vdolan COpy # 1 Sec:20 Twp:18 Rng:03 Sub:HEK Blk:1 Lot:5 PARCEL ID ........: ZHEK5 DATE ISSUED.......: 04/10/2007 RECEIPT #.........: 24740 REFERENCE ID # .... 07040008 SITE ADDRESS ...... 14210 CAMDEN LN SUBDIVISION ......: HEATHER KNOLL CITY... ....... ...: WESTFIELD IMPACT AREA ......: OWNER.... ........: M/I HOMES ADDRESS... .......: 8500 KEYSTONE CROSSING CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM. ...: CONTRACTOR .......: COMPANY ..........: ADDRESS ..........: CITY/STATE/ZIP ...: TELEPHONE ......... M/I HOMES LIC # M/IHOM M/I HOMES 8500 KEYSTONE CROSSING INDIANAPOLIS, IN 46240 (317) 255-9900 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEWiBAL ---------- ------------- ---------- ---------- ---------- ---------- -----lo~oo IRESELEMTR FLAT RATE 1. 00 57.50 0.00 57.50 IRESFINAL FLAT RATE 1. 00 57.50 0.00 57.50 10.00 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 '0.00 RESSINGLE SQUARE FEET 3,819.00 785.90 0.00 785.90 __ __ _ J~: ~~ ---------- -----~---- ---------- TOTAL PERMIT : 2389.90 0.00 2389.90 0.00 METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 2389.90 14578 -----------~ ------------ 2389.90 CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICATION For: Residential New Structure.l, Additions, Remodels, & Aeemal)' Buildings Permit #: 07040008 Date: 04/10/2007 PARCEL 10 #: ZHEK5 LOT & SUBDIVISION: 5 HEATHER KNOLL ADDRESS OF CONSTRUCTION: 14210 CAMDEN LN Township?: 18 Zoning: SlNLOW WESTFIELD, IN 46074 Flood Zone: N Lot Split: N PROPERTY OWNER INFORMATION: Name: Mil HOMES Ph. #: 3172559900 Fax #: 3172059440 Street Address: 8500 KEYSTONE CROSSING INDIANAPOLIS, IN 46240 CONTRACTOR INFORMATION: Name: Mil HOMES Ph, #: (317) 255-9900 Fax #: (317) 205-9440 Email: BDAVIS@MIHOMES.COM Street Address: 8500 KEYSTONE CROSSING INDIANAPOLIS, IN 46240 Plumber's Name: PAUL E. SMITH, CO. Codes for Project: IRC PERMIT TYPE: RESSINGLE Water Service by: CARMEL Sewer Service by: CTRWD Foundation Type: BSMT Manufactured Trusses: Y Porch: Y RESIDENTIAL SINGLE FAMILY DWEL Square Footage: 3819 Model Home: County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $210000 Sump Pump: Y Deck: Early Release ILP: N Special Notes/Conditions: LOT 5 HEATHER KNOLL. SINGLE FAMILY. . NO NOTES' This pennit is valid only if construction commences within one (I) year of the date of issuance of the State Commercial Design Relea.'ic. All construction must be completed (C/O issued) within two (2) years of the issuance date. I I, the undersigned, agree that any construction, reconstruction, enlargement, relocation, or alteration of a structure, or any change in the use of land or struc~ures requested by this application will comply with, and conform to, all applicable laws of the State of Indiana, and the "Zoning Ordjn<lnce of Carmel Indiana - !99.r (Z~289) and <lmendments, adopted under authority of J.c. 36'7 et seq, General Assembly of the State of Indiana, <lnci all Acts <lmendatory thereto. I further certify that only kitchen, bath, <lnci Ooor drains are connected to the sanitary sewer. I further certify that the construction will not be used or occupied until a Certi{jcute of Occupancy has been issued by the Department of Community Services, Carmel, Indiana. APPLICANT NAME: TONJA FEES: RES ELECTRICAUMETERB. RES FINAL 57.50 RES FOOTING & UNDRSLB 2ND REQ'D FOOT/UNDSLAB RES ROUGH-IN PARK & REC. IMPACT FEE RESIDENTIAL CIO SINGLE FAMILY DWELLING GROCE 57.50 57.50 57.50 57.50 1261.00 55.50 785.90 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07040007 Date: 04/03/2007 PARCEL ID #: ZHEK5 LOT & SUBDIVISION: 5 HEATHER KNOLL ADDRESS OF CONSTRUCTION: 14210 CAMDEN IN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: M/I HOMES OF INDIANA CHECK #: 14565 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 SEWER/WATER PERMIT Special Notes/Conditions: lOT 5 HEATHER KNOll. WATER. . NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 oflatest revision; or vitrified clay pipe, meeting ASTM specifications C~700 for extra strength clay pipe of1atcst revision unless other materials are hereby pennitted 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 ofCarmc] ordinances. Back Water check valves shall be installed in accordance with City Code Section 9-122(a), and sections P3008.1 and.2 ofthc Intcrnational Residential Code. All building sewers shall be 6" diameter. All installations shall be "ooen trench" insoected and aooroved bv the Carmel Sewer Dcoartment bcfore anv 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 watcr shall be permitted to cntcr the public sewer. Sewer inSDcctions should be reauestcd at (317) 571-2648 one to four hours in advancc. No inspections or installations will bc made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. ~ll plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. Ifany street must he cut. a scnHratc street cut nermit shall he ohtained. APPLICANT NAME: TONJA GROCE "'ME.' .ECEOYED ",j~ a v )Pddr~ FEES: $1,310.00 Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: twedding COPY # 1 Sec:20 Twp:18 Rng:03 Sub:HEK B1k:1 Lot:5 PARCEL ID ........: ZHEK5 DATE ISSUED.......: 04/03/2007 RECEIPT #. . . . . . . . .: 24676 REFERENCE ID # .... 07040007 ~ SITE ADDRESS ...... 14210 CAMDEN LN SUBDIVISION ......: HEATHER KNOLL 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 M/I HOMES 8500 KEYSTONE CROSSING INDIANAPOLIS, IN 46240 M/I HOMES OF INDIANA LIC # XRTMOOR R.T. MOORE CO., INC. 6340 LAPAS TRL INDIANAPOLIS, IN 46268 (317) 291-1052 AMOUNT PD-TO-DT THIS REC NEW BAL ---------- ---------- ---------- ---------- 1310.00 0.00 1310 .00 0 00 ---------- ---------- ---------- ---------- 1310.00 0.00 1310 .00 0 00 NUMBER 14565 SF Residential 121582007 Regional Waste District SANITARY SEWER PERMIT INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Lift Station 23 126th Street Station Treatment Plant MIX Subdivision Heather Knoll Builder Mil Homes 1 Lot Number 5 Address Number 14210 Street Camden Ln City Westfield Zip Code 46074 -~- --~-"..;-- ---~~~-.,-~,.t-'-'~ County Hamilton Interceptor Fee EDU Fee Application Fee Fees Due Invoice Number . ~...,-_ _ 0"\ .' ~L_-,,;_ ~~..~._.._-=-=. Parcel Acreage Employees Square Footage .c_". -.r._ ,-~ ~" $1,650.00 $100.00 $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 beiow the grade level of the nearest downstream manhoie 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 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. Up HK-706 HK-705 Down The building has a: Grease Trap No Slab Foundation No Lid Elevation 916.98 ft 916.5 It Grit Interceptor No Crawl Space No First Floor Elevation 917.90 It 917.90 It Grinder Station No Basement Yes Basement Elevation 908.90 It 908.90 It Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Plumbed with Grinder Pump Ii Installed The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made: I 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 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 By signing below, I attest that I am fa Builder I Owner Signature Printed Name Approved By 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 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 \~\)\"NA e HAA~, ~ ./(?- Fats, Oils and Grease Facilities will abide by District standard $''<. <:it", . ~ ~ ~ CTRWD ~ -' .... ~, ~~,O'" ,. ~ ~'o ~ ,A ions and agree to accept responsibility for all work done er this permit. Phone Number 'IJ Si) -<} '7 () !) Permit Date 4/2/2007 Candy J. Feltner, Director of Administration & Customer Service Revised 2/28/07 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. ~." Schn8ider This Plot P1111 PrepaI eel Fer. 11/1 Homes Lot # OS, contoining15,942 SLt, in Heath. Knoll Section , 1 Instrument f2Oll5OOOO3045 P.c. 3. Slide 560 Doy TOlIII8hip. HCIIIIItIll Caunty SEe 20. TIllN. R03E 14210 CAMDEN LANE (50' R/YfJ ~ - Westfield, IN 46074 Prepared Dote: 03/23/07: By: KAG Community Restrictions: Side Yard = J' min. Aggregate = 6' B.H. Zoning - SI Mil HOlIES Pod Grode = 917.2 per plan Pod Grode + 0.2' = Garage FIT (917.4 ) Garage FIT + 0.5' = Residential FIT-(917.9 ) Residential FIT - 9.0 ' = Basement FIT (90B.9 ) Oriveway Slope = 1.8X NOlE: GARAGE FH. IS PROPOSEO TO BE 0.8' ABO'lt: CURB AT DRI'lt:WAY T.B.M. GROUND CO'lt:R CAlCULA nONS: Drive = I,OJ8SF i Public Walk = 446 SH Privote Walk =N/A SFi Seeding =9,747 SFi Sad =J6J SYi, from front of residence. TC-IlUO lUll""" .... E :0- I" FLOOD HAZARD STATEMENT CERTIFICATION ~\I\\I\I\\\\1111II111111111. #\I~t. L '" ~ij/% # ~?.......:.....~.:pV~ ~ ~,,'~G\S T€J?i-........A~ >>........~ No 0.. -....'" ~~.... . ....,,-% I ( S0303 ) ~ % \. STATE OF ..... ~ ~ /', ,':S:: ~ (" ~.....!.'YOI A~.~.....~# ~ ~ 'S".'U"R".\'(.~ #" ~/{, 1 \.,~,:~~ ~1111!f1/1111111\1\\\\\I\I~ -0-:-l.~ n. Sclmelder CorporeU.D 8801 ou. AMlae _e'ort_ lo_poIIo. -.. ~8-1l137 317-l12li-7100 S17-11211-72lIO 'AX Note: This drawing is bosed on construction pions or record drawings. and is not based upon 0 field survey. The Schneider Corporation does not worrant the accuracy or sufficiency of this information. Contractors should ...ify existing conditions prior to any construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation immediately: foiling to do so results in the contractors assumption of 011 Iiabnity. ~ s.n.,m, LeD_pe_ GIS 'US GeoI'l1 Plot Plan leqend []Q[Q] Proposed Grades 000.0 Existing Grades _000.0- Contour Grode * Approx. Lateral Location - . - Sanitary Sewer Unes - ,,- Storm Sewer Unes - " - Water Service Lines - - - - - - - Sub-Surface Drain lines . Manhole (Sanitary or Storm) . _Beehive Inlet (Storm) III Curb Inlet (Storm) D End Section (Storm) ... Fire H)'drant _ .... c _ ...... - now Line of swole - Building Une (BL / BSL) - - - - - - - Eosement line Note: Sanitary Sewer Top of Costing Information Upstream Manhole, TC= 916.9B Downstream Manhole, TC=916.50 per record drwg. Note: The contractor is to maintain a minimum distance of ten feet (10') between the sanitary sewer and water line laterals. ~'''::'''- R LOT * 5 VB07.0070668 o --~ =~= o Assumed North Scale: 1. = 40' Deto. of Ground/Storm Woter: Flow pattern of (1'1 ildMduol lot. 15' R.D.E. ...r ~ [Q] -M- -y- - --- Note: Builder to ensure positive drainoge away from structure(s). 1: 7 SLOPf z :;; o I .:' S....Of''<- III ~ 175.43' ,1< REVISION #1 DELETED DECK PER EMAIL 03/27107 - KAG NOlE: SUMP PUMP(S) TO BE PLACED BY BUILDER AS NEEDED. Note: The bosement e1l\lDtkln. depicted hereon. has been determi'led CI'Id bosed on the pod 'fOdes ~/or COIIlours laken from the COIls1ruclion ~orlS for Ih~ 8UbcfMsion. Unless stated, no i'lformation about ftuctuatilg wertII' tobles. sol conditions, Of soi t)1)8!l hos been prcMded 01 staled on soicI pions. This lot is located near 0 body of water. lot (JI sol conditions may rlCJ.lh that the basement ftoor e1mlion be held 2 foot above normal poU e1lYOtion. Site ilWllltic)otion moy be needed if 'IOter is encountered c*.ri'l9 the excavation process or If oth. known .ot. t1nolion or sols cmditions lI'e present. In_Ugation md my nrnedic:l procedures is at the d'lSCretian af the bulder ta determi'le G'Id teie appropiate steps of action. If my lJlIUf'd water is encountered cb'ng txCO\lOtion the bulder is encauraqed to contoct The Schnekter Corporation to d'lSCUss possIlIe ccurses of oction. .~ TYPICAL SWALE SECTION NOlE: IN THE RESlDENnAl DISTRICTS LIMITING HEIGHT TO TWENTY-FI'It: (25) FEET. A DWELLING MAY BE INCREASED IN HEIGHT TO THIRTY-fl'lt: (J5) FEET PRO'llDED THE SIDE AND REAR YAROS ARE INCREASED AN ADDITIONAL FOOT FOR EAGH FOOT SUCH STRUCTURE EXCEEDS TWENTY-fl'lt: (25) FEET IN HEIGHT. PER CARMEL ZONING ORDINANCE 26.1.1. This drawing is not intended to be represented os 0 retracernent or original boundary survey. 0 route survey, or 0 Surveyor Location Report. Flood Hazard Slatement: 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 e1evotion an the referenced flood insurance rote mop (flRM). None of the within described land lies within that special flood hazard zone. A., os said land plots by scale on Community Mop Panel # 180OB10001C of the flood insurance rote mops (flRM) for Hamiitan County. Indiana, Doted May 19. 19B1.