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Home My WebLink About07050150 Receipts/Permits Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: COPY # ~lUX ~ Sec:29 Twp:18 Rng:03 Sub:B62 Blk:6002 Lot:967 PARCEL ID ........: ZB62967 DATE ISSUED.......: 05/17/2007 RECEIPT #.........: 25128 REFERENCE ID # .... 07050149 SITE ADDRESS ...... 12675 VANDERHORST ST SUBDIVISION ......: VILLAGE OF WESTCLAY CITY .............: CARMEL IMPACT AREA ......: OWNER ............: RYLAND HOMES ADDRESS..........: 9025 N. RIVER RD. CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: CONTRACTOR .......: COMPANy..... .....: ADDRESS ..........: CITY/STATE/ZIP ...: TELEPHONE ......... RYLAND HOMES LIC # XA-1SUP A-1 SUPERIOR EXCAVATING 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 (317) 898-0767 USFWATCONN FLAT RATE TOTAL PERMIT : METHOD OF PAYMENT 1. 00 AMOUNT PD-TO-DT THIS REC NEW: BAL ---------- ---------- ---------- - - - - - ,- - - - - 1310. 00 0.00 1310. 00 O. 00 ---------- ---------- ---------- - - - - -'- - - - - , 1310. 00 0.00 1310 .00 O. 00 FEE ID UNIT QUANTITY AMOUNT NUMBER CHECK TOTAL RECEIPT : 1310.00 13134 1310.00 1 CITY OF CARMEL PERMIT RECEIPT ~v Item 1 of OPERATOR: elacey COpy # 1 ' Sec:29 Twp:18 Rng:03 Sub:B62 Blk:6002 Lot:967 PARCEL ID ........: ZB62967 DATE ISSUED.......: OS/25/2007 RECEIPT #.........: 25221 REFERENCE ID # .... 07050150 SITE ADDRESS ...... 12675 VANDERHORST ST SUBDIVISION ......: VILLAGE OF WESTCLAY CITY .............: CARMEL IMPACT AREA......: OWNER.... ........: RYLAND HOMES ADDRESS. .........: 9025 N. RIVER RD. CITY/STATE/ZIP...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: CONTRACTOR.... ...: COMPANY... .... ...: ADDRESS ..........: CITY/STATE/ZIP... : TELEPHONE. ... ..... RYLAND HOMES LIC # RYLAHOM RYLAND HOMES 9025 N RIVER RD #100 INDIANAPOLIS, IN 46240 (317) 846-4200 FEE ID UNIT ---------- ------------- IRESELEMTR FLAT RATE IRESFINAL FLAT RATE IRESFTSLB FLAT RATE IRESFTSLB+ FLAT RATE IRESROUGH FLAT RATE PRIF FLAT RATE RESC/O FLAT RATE RESSINGLE SQUARE FEET QUANTITY AMOUNT PD-TO-DT THIS REC NEW! BAL ---------- ---------- ---------- ---------- -----,----- 1. 00 57.50 0.00 57.50 0.00 1. 00 57.50 0.00 57.50 I 0.00 1. 00 57.50 0.00 57.50 I 0.00 1. 00 57.50 0.00 57.50 I 0.00 , 1. 00 57.50 0.00 57.50 , 0.00 1. 00 1261.00 0.00 1261.00 I 0.00 1. 00 55.50 0.00 55.50 0.00 4,912.00 895.20 0.00 895.20 0.00 ---------- ---------- ---------- ---------- 2499.20 0.00 2499.20 0.00 TOTAL PERMIT : METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 2499.20 13169 2499.20 .1 \ CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICATION For: Residential New Structures, Additions, Remodels, & Accessory Buildings Permit #: 07050150 Date: OS/25/2007 PARCEL ID #: ZB62967 LOT & SUBDIVISION: 967 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 12675 VANDERHORST ST Township?: 18 Zoning: PUD PROPERTY OWNER INFORMATION: Name: RYLAND HOMES Ph. #: 3178464200 Fax #: 3178464224 Street Address: 9025 N. RIVER RD. INDIANAPOLIS, IN 46240 CARMEL, IN 46032 Flood Zone: N Lot Split: N CONTRACTOR INFORMATION: Name: RYLAND HOMES Ph. #: (317) 846-4200 Fax #: (317) 846-4224 Email: MENGLAND@RYLAND.COM Street Address: 9025 N RIVER RD #100 INDIANAPOLIS, IN 46240 Plumber's Name: EARL GRAY (& SONS) 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 County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $265000 Sump Pump: Y Deck: Square Footage: 4912 Model Home: Early Release ILP: N Special Notes/Conditions: LOT 967 VILLAGE OF WEST CLAY, SINGLE FAMILY HOME . NO NOTES. This permit 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 (ClO issued) within two (2) years of the issuance date. I, the undersigned, agree that any construction, reconstruction, enlargement, relocation, or alteration of a structure, or any change in the use of land or stru,crures requested by this application will comply with, and conform to, all applicable laws of the Sl<llc of Indiana, and the "Zoning Ordinance of Cannel Indiana - 1993" (Z-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 that 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 Certificate of Occupancy has been issued by the Dep~lftmem of Community Services, Cannel, 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 C/O SINGLE FAMILY DWELLING GROCE 57.50 57.50 57.50 57.50 1261.00 55.50 895.20 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07050149 Date: 05/17/2007 PARCEL ID #: ZB62967 LOT & SUBDIVISION: 967 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 12675 VANDERHORST ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 13134 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax #: Street Address: 3143 ROSEWAY DR Bond Expiration: Email: INDIANAPOLIS, IN 46226 PERMIT TYPE: USEWRWATR SEWER/WATER PERMIT Special Notes/Conditions: LOT 967 VILLAGE OF WEST CLAY, 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, meetin~ ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. The sewCr 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 Sdction 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 "ooen trench" insoected and aoorovcd bv the Carmel Sewer Deoartment before any backfillinQ 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 public sewer. Sewer lnsoections should be requested at (17) 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. I All plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. IfanYlstreet mll,,,t he CIlt. a ."enarate street elll nem,it shall he ohtllinerl. I APPLICANT NAME: TONJA GROCE PAYMENT RECEIVED BY: FEES: $1,310.00 SF Residential 110422007 I Regional Waste Distric~ I SANITARY SEWER PERMiT I . INDIVIDUAL LOT(EXISTING BUILDINGS Permit Type Final Lift Station 19 Village of West Clay Station Treatmen(Plant MIX Subdivision Village of West Clay Section Number 6002 Builder Ryland Homes Parcel Acreage Employees Square Footage Lot Number 967 Address Number 12675 .Street Vanderhorst .St liwoice\Number City Carmel Zip Code 46032 County Hamilton I'lan Review and Inspection Application Fee EDU Fee Interceptor Fee Fees Due $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 District (see reverse) and. any conditions noted below. All installationsshallbe.inspected by District personf\el 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 orstormwater, shall be permitted to enterthe District's sanitary sewer system..The District will assume no liability for drain,s which are below the grade level of the nearestdownstream'mimhble 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 aGiivity on the building site,which ;s the subject of this permit. Inspections by.the District are MANDA TORYand shall be arranged by contacti~g the District's office at 844-9200 . 24 hours'!n advance. All new construction will be placed on billing six months after c9nnection has' been made or when wateris connected, whichever comes first. Up VWC-133 VWC-132 Down 'IN W' t The building has.a: Grease'Trap No Slab Foundation No Lid Elevation 90S.9ifl 904,62 ft Grit Interceptor No Crawl Space No First Floor Elevation 909.00 ft '909,00 ft Grinder Station No Basement Yes Basement Elevation 899.00 ft 899.00 ft Calculation is based on both Manhole Lid Elevations and the eievation of the First Floor ["_,".,-1~:.03].c,_._ _._..~:~~ Per Ordinance 9'13.99 and the elevations provided, the substructure shall be plumbed by: Plumbed with Grinder Pump '. ' Installed' /;t' ~The District reservesthe right totnspect all sump pump connections to ensureno,illegal-connections,have been made. /l'tc v ~ Manholes shall remain accessible at all times, Buried manholes will be correcledby the Developer/Owner, Conditional Permit Terms: Plans Submitted No No Con,nection No Certificate of In_surance No Inspection Notice No, Fees Paid No Plan Review No Two sets of plans. showing at least one sanitary manhole and top of casting elevation NO.CONNECTION to the sewer untilfurther notification. Certificate of Insurance must bean file with CTRWD listed as certificate holder. 48"h6urs notice before work starts on,manholecore drilJing'or cuts of active,lines All District fees will be paid in .full. Approval pending Districts review of plans. Other Permits No Copies of approved permits from appropriate county or city agencies No Occupancy No No occupancy until further notification ",~&fIl!!lI.~.I!4 'If.i Fats, Oils & Grease No Fats, .Oils and Grease Facilities will abide by DIJ~16t standards '.~0 f1' Qrp 1 \~ rif1/.D~' '0''''_ ~~Y "it",/!);". ",,,<<-'!J,<fjj ~ By signing below, I aues.t that lam tamll:ar with the. ~istri~ifications and agree to accept responsibility for all,wOrk done under this permit. BUilder/Owner Signature Y6?~-r -U. Phone Number )Nt r)!;:}f.t J-. Manhole Core Approved ay Ca"iiayJ~ftner. Director of Administration & Ck Printed,Name ~ermit Date 5/17/2007 r Service Revised 4/26/07 Permit is vaiid for ONE-YEAR from the date issued. Permit valid only with CTRWD.sealin red ink. .'= sa.it The Schneider CorporaUon 8901 otia Avenue Historic Fort Harrison lndlanApolll, lndlanA ~21H037 317-626-7100 317-626-7200 FAX EDlineerln& SurreJ!l>& Landscape Are.hiteeture GIS 'W GeolO(Y This Plot Plan Prepared For: R.H. of Indiana Lot # 967 , containing 6,741 SF:!:, in VIllage af Westday Sectlan I 6002 INSlR. I 200500080673 PC 3, SUDE 791 HamUton County, Cloy Twp Sec 19, TI8N, ROJE 12675 Vanderhorst Street (SO'R/W) Carmel, IN 46074 Prepared Dote: OS/08/07: By: AMA PropoSed Buyer(s): Peter & Sarah Dunn Community Restrictions: Side Yard = S' MIN (ONE ~OE) Rear Yard = N/A Aggregate = 20~ LOT 1\10TH, MIN. Zoning = 51 Note: I This drawing is based on construction plans or record drawings, and is not based upon 0 field survey. The SChneiderlcorporation does not worront the occurocy or sufficiency of this inforrnotion. Contractors should verify existing conditions prior to (any construction. Any discrepancy found on this drawing .should be reported to The Schneider Corporation immediately; (oiling to do 'So results in the contractors assumption of all liability. Plot Plan Legend Note: The basement elevation, depicted hereon, has been determined and based on the pad grades and/or contours taken from the CQflstnJction plans for this subdivision. Unless stated, no Information about fluctuating water tables, son conditions, Of son t)1les has been provided or stated OIl said plans. This lot is located near a body of wter. Lot or soli conditions may require that tile basement floor elevation be held 2 foot abave normal pool elevation. Site investigation may be needed If water Is encountered during the excavation process or if other known water elevation or sons conditions ore present. Investigation 'and any remedial procedures is at the discretion of the buRder" to determine and toke appropriate steps of action, If any ground water is encoontered during excavation the buRder is encouraged to contact The Schneider Corporation to discuss possible courses of action. Note: Sump pump(s) to be placed by builder as needed. Detail of Ground/ Storm Water flow pattern for Individual lots. ~ Vb07.0073093 ^ I t J:= 'I Lot # 967 U I =Ji::5l= Note: BuUder to ensure positive drainage away from structure(s). 5' ONE SIDE I 000.0 I Proposed Grades 000.0 Existing Grodes _000.0-- Contour Grade * Approx. Lateral Location - . - Sanitary Sewer Lines -Sf- Storm Sewer lines - 1,/ - Water Service lines - - - - - - - Sub- Surface Drain lines . Manhole (Sanitary or Storm) . Beehive Inlet (Storm) IIIB Curb Iniet (Storm) D End Section (Storm) ... Fire Hydrant - 0 0 0 - 000 - Flow Une of swale Building Line (BL / BSL) - - - - - - - Easement line R.H. of Indiana Finished Floor Elevation Information TBM at lace of curb=905.2 TBM at oiley=905.0 Proposed Grode at Swole=906.0, high side Garage FFE at weo\heMi~=909.0-2.54=906.46 Residentioi FFE=906.0+3.0=909.0 Basement FFE=909.0-10.0=899.0 Ground Cover Calculations: Drive = 550 SF t Public Walk = 885 SH Private Walk = 49 SF t Hydroseeding =N/A SFt Sod = 4B6 SH, entire yard. Sidewalk to be placed flush from property fine, 5.5' from back of curb, per pion. Note: The contractor is to maintain 0 minimum distance of ten feet (10') between the sanitary sewer and woter line loterals. REV1SION #1 MO'IEO HOUSE PER ED 05-08-07 AMA Note: Sanitary Sewer Top of Costing Information Upstream Manhole, TC= 905.97 Downstream Manhole, TC= 904.62 per record drawing z if o '4:1 S CPr -:!. ~','\ s\.~t ~ TYPICAL SWALE SECTION Assumed North Scole : 1- = 30' NOTE: MINIMAL TOLERANCE PRESENT ON THIS LOT The home location shown hereon has minimal tolerance for placement of said home due to its proximity to setback lines and/or easement lines. While not required, it may be advantageous that the builder have the foundation pinned after the footing is poured to help ensure that the improvements do not encroach upon such lines. 38.38' t: ~ 1800' --b 906. 5.0' 5.0' 1. OA1t: ~GNA lURE REPRESENTS CON~RMA nON Of RECEIPT Of PLOT PLAN BY CUSTOMER. sm. , 133 TC=905.97 PER RECORD ORA\\tNG 24.00' "";1 --< 29.0' B-B :l~ I ! , ~ ~~ ::d f'Tl f'Tl --< @[ HANDICAP ~ @J RAMP FLOOD HAZARD STATEMENT ~;ET BU KLAND STREET CERTIFiCATION I 50' R/~ r r.. ~ I Note: (secondary areas - ' West cloy) Max. height: 35' on lots 100' and larger (to eve line) 30' on less than 100' Max. coveroge: 50% ,,\\\\\\\\ilillill/l/lllll/, ,#\\ <:. L /I '4'/4'1,< ~ ,~.\'~ . v/>/; ~ ~ ..-.:-' ""......... /rl.//~'/;; ff <..~...t.G\S Tetr(......""....-<'~ ~",,~"''<- No 0.... """" , ( 50303 ) I % \. STATE OF .... @ ~ /", .~ ~ ~ < ~ ....(~ D I A ~.,:,:..., ~"" ~ ~ '1tJ .S....U..R."\\ \. '\': 1# Note: (primary areas - Westcloy) :l'0'////. '1 \\\\~ Max. height: 30' '1IIIII/I/illiliI\\\\\\\\ Build-up line: 2 stories t:V Max. coverage: 50% All service.loterals ~ l Area of water top to be restored crossing ot curb ore , to its' original condition prior to stomped: construction. SA= Sanitary Sewer This drawing is not int ded to be represented as a retrocement or 5S= Subsurface Drain original boundary survey, 0 route survey, or a Surveyor Location Report. W= Water Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced flood insurance rate map. ALL of the within described land DOES NOT lie within that special flood hazard zone AE as said land plots by scale on flood insurance rate map #1800810205 F for the City of Carmel, Indiana dated February 19, 2003 36.75' i::;..15.2~i::; 24.75' 'P14"',ls:J 'i! ill;a~ ~ ~_lh2h~ o~ ~ "'", 12 ~ ~_ ?o1i1 '" ~il' >" ~ ~ (,"!, 15.25' ~ .00' :<\?o "'. ~~> ;:: ~~ ;5 lli. ~ 36.75' . a ---\2' sr-- 13.3' , t 2' OU&SE 5' WAtX .. ROLl CURB BUCKLAND STREET , 2!r.IJ' --,- - B~B (904.41 L 29.0' B-B L ~ ~ ~ 1 - - Granular bock fill suggested under driveway at sanitary sewer lateral trench, water line trench and any other excavated areas. (If situation occurs) Location of utilities on plat pion ore general locations per plan and should be verified in the field. Pad elevation shown is per plans and is not the os-built elevation. The information for the elevation difference between the primary finished 1100r elevation to I the top of basement wall and to the basement finished floor was pro~ded by the client. Area of water top to be bock filled with granular material to within 10" of top of curb. Note: Per Carmel zoning ordinance 26.1.1 : The residential district limits neight to twentY-:five feet (25'), however a dwelling may be increased in height to thirty-five feet (35') provided! the side ond rear yards ore increased an additional one foot (I') for each one foot (1') the structure exceeds the first twenty-five feet (25') in height. ~GNA lURE :