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Home My WebLink About04120038 Receipts/Permits -' ;" Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: twedding COPY # 1 See: Twp: Rng: Sub:STP Blk: Lot:61 PARCEL ID ........: ZSTP61 ~ DATE ISSUED.......: 12/14/2004 ~I RECEIPT #.........: 16944 ;'1 I REFERENCE ID # ...: 04120038 SITE ADDRESS.. ...: 13801 PALO ALTO CT SUBDIVISION ......: STANFORD PARK CITY .............: WESTFIELD 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 OF IN LIC # RYLHOME RYLAND HOMES 9025 NORTH RIVER ROAD INDIANAPOLIS, IN 46240 (317) 846-4200 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL ---------- ------------- ---------- ---------- ---------- ---------- ---------- IRESELEMTR FLAT RATE 1. 00 52.00 0.00 52.00 0.00 IRESFINAL FLAT RATE 1. 00 52.00 0.00 52.00 0.00 IRESFTSLB FLAT RATE 1. 00 52.00 0.00 52.00 0.00 IRESFTSLB+ FLAT RATE 1. 00 52.00 0.00 52.00 0.00 IRESROUGH FLAT RATE 1. 00 52.00 0.00 52.00 0.00 PRIF FLAT RATE 1. 00 527.00 0.00 527.00 0.00 RESC/O FLAT RATE 1. 00 50.00 0.00 50.00 0.00 RESSINGLE SQUARE FEET 2,828.00 646.80 0.00 646.80 0.00 ---------- ---------- ---------- ---------- TOTAL PERMIT : 1483.80 0.00 1483.80 0.00 METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 1483.80 08685 1483.80 ( CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCA nON PERMIT APPLICATION For: Residential New StnlctulTS, Additions, Remodels, eO- Accessory Buildings Permit #: 04120038 Date: 12/14/2004 PARCEL ID #: ZSTP61 LOT & SUBDIVISION: 61 STANFORD PARK ADDRESS OF CONSTRUCTION: 13801 PALO ALTO CT WESTFIELD, IN 46074 Township?: Zoning: Flood Zone: N Lot Split: N PROPERTY OWNER INFORMATION: Name: RYLAND HOMES Ph. #: 3178462962 Fax #: 2178464224 Street Address: 9025 N RIVER RD INDIANAPOLIS, IN 46240 CONTRACTOR INFORMATION: Name: RYLAND HOMES Ph. #: (317) 846-4200 Fax #: (317)846-4224 Email: MENGLAND@RYLAND.COM Street Address: 9025 NORTH RIVER ROAD INDIANAPOLIS, IN 46240 Plumber's Name: GRAY, EARL (& SONS) Codes for Project: IRC Snpcial Notes/r:onditjnnc.: LOT 61 STANFORD PARK. SINGLE FAMILY. EARLY RELEASE PERMIT. WILL BE A MODEL HOME IN THE FUTURE. . NO NOTES' PERMIT TYPE: RESSINGLE ; , RESIDENTIAL SINGLE FAMILY DWEL Water Service by: CARMEL County Well Permit #: Sewer Service by: CTRWD County Septic Permit #: Foundation Type: BSMT/CRAWL Estimated Cost of Construction: $170000 Manufactured Trusses: Y Sump Pump: Porch: Y Deck: Square Footage: 2828 Early Release ILP: Y Model Home: This permit is valid only if construction commences within one (I) year of the date uf issuance of the State Commercial Design Release. All construction must be completed (CJO issued) within two (2) YC,lfS of the issuance date. I, the undersigned, agree that any construction, reconstruction, enlargement, relocation, or alteration of a structure, Of 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 [ndiana, and the ~Zoning Ordinance of Carmel Indiana - !993~ (Z,289) and amendments, adopted under authority of r.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 Ooor drains are connected to the sanitary sewer. I further certify that the construction will not be used or occupied until a Ccrti!icutc olOCCUpiJn(yh,l.." been issued hy the Department of COllllllunity Services, Carmel, Indiana. APPLICANT NAME: R.L. FEES: RES ELECTRICAUMETERB. RES FINAL 52.00 RES FOOTING & UNDRSLB 2ND REQ'D FOOT/UNDSLAB RES ROUGH-IN PARK & REC. IMPACT FEE RESIDENTIAL C/O GROCE 52.00 52.00 52.00 52.00 527.00 50.00 SINGLE FAMILY DWELLING 646.80 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 04120036 Date: 12/07/2004 , , PARCEL ID #: ZSTP61 LOT & SUBDIVISION: 61 STANFORD PARK ADDRESS OF CONSTRUCTION:. 13801 PALO ALTO CT WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 08635 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 SEWERNVATER PERMIT Special Notes/Conditions: LOT 61 STANFORD PARK. WATER CONNECTION 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 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 9-1 22(a), and sections P300S.1 and.2 of the International Rcsidential Code. All building sewers shall be 6" diameter. All installations shall be "ODcn trench" insoectcd and aoorovcd bv the Carmel Scwer Deoartment before any backfilline is done. Non- compliance may result in digging up the sewcr 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 permined to entcr the public sewer. Sewer insoections should be reauested at (317) 571-2648 one to four hours in advanc'e. . 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 thc Cln' ENGINEER'S OFFICE. Ifany street mllst he cut. a senanlte street cut nelTTlit shall he ohtained. APPLICANT NAME: RL PAYMENT RECEIVED BY: FEES: $1,310.00 GROCE ~ ~ { Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: slillar COpy # 1 See: Twp: Rng: Sub:STP Blk: Lot:61 PARCEL ID ........: ZSTP61 DATE ISSUED.......: 12/07/2004 RECEIPT #.........: 16890 REFERENCE ID # .... 04120036 SITE ADDRESS ...... 13801 PALO ALTO CT SUBDIVISION ......: STANFORD PARK CITY .............: WESTFIELD 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 FEE ID UNIT QUANTITY USFWATCONN FLAT RATE TOTAL PERMIT : METHOD OF PAYMENT 1. 00 AMOUNT PD-TO-DT THIS REC NEW BAL ---------- ---------- ---------- ---------- 1310-.00 o. 00 1310. 00 0.00 ---------- ---------- ---------- ---------- 1310.00 0 .00 1310.00 0.00 AMOUNT NUMBER CHECK TOTAL RECEIPT : 1310.00 08635 1310.00 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER PERMIT [X ] Conditional Permit [] Final Permit INDIVIDUAL LOTS/EXISTING BUILDINGS Project Title: Michigan Road Location: Stanford Park Owner/Builder: Ryland Lot#61 Street address: 13801 Palo Alto Ct City: Westfield Zip:46074 County: Hamilton Interceptor Charges Paid: ~',-,--~'-,--=-.-...-,.~...-._--= .~.. PRI: LaC: EDU Fee: 1,200.00 -- .--~."- I Application fee: 75.00 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 sand or stone to six 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 Qrade leyel of the nearest downstream manhole nor for laterals which are extended beneath driveways or sidewalks. The I 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. (2 (;, District will inspect all sump pump connections 30 to 60 days after the lateral inspection has been completed. /Z.!i..1 have received a copy of Ordinance No. 9-13-99 and agree to follow all District standards. Building has a [ ] crawl space [ ] slab or [ x] basement that [ ]will be finished, [ ]rough-in plumbing with Qrinder pump installed during construction, [ ] rough-in plumbing only and grinder pump will not be installed during construction, [ ] no plumbing in the basement. (Please check appropriate box.) Builder will notify the District office when the Qrinder pump installation is completed. ~onditional Permit Terms: [X] 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 and District inspector must inspect all work before covered. [ ] All District fees will be paid in full. [ ] Approval pending Districts review of plans. [ ] Copies of approved permits from appropriate county or city agencies for work in the right-of-way road cuts or are required. [ ] No occupancy until further notification [ ] All Conditions have been met and final permit issued 2004. By signing below, I attest that I am familiar with the District's specifications and agree to accept responsibility for all work done under this permit. --'i<~ ;; J --I ~. ~.'" / '6 iff../' ?t C/(p .3 Builae;/Owner Si9~"Z.-L L-(;; r: '" /- Phone jR { r;;c <J ere Printed Name Permit issued this 1" day of December, 2004. Permit is va/~ Jor ON~EAR from the date issued. / / ( // - Candy J. Feltner Director of Administration & Customer Service sv ~ 2 site plans submitted Permit valid only with CTRWD seal in red ink. Permit-rev.01/03/akn ~~ ScMeider Plot ACIl Prepcred for: R.H. of IndlCllft lot # 61, containing 7,985 5.F.:I:, in Stanford Park SectlCIl # 1 Instrument # Unrecorded P.e. # X. Slide # X Cay Twp, HcmDtCll County See 20, T29N. RJE 13801 Palo Alto Court (50' R/W) . Prepcred Date: 09/16/04: By: Proposed Bu)8(8~ Model Home Community Restrictions: Side Yard =3' min. Reor Yard = N/A Aggregate = 6' (B,H.) Finished Floor Elevation Information Pad Grade = 915.7 per plan Pad Grade + 0.7' = Garage FFE (916.4) (Bsmt) Garage FFE + 1.~tia!'ftfd9.17.9) Residential FFE - 9.0' ~went!FFE(!1l)6.9)1 Sidewalk to be placed l' from property line, 4' from back af curb, per pion. Sod Calculations: Drive = 473 SH Public Walk = 219 SF:!: Private Walk = 52 SFi: Sad = 257 SYi , from rear of home. H)'Iroseeding = 3,553 SFt I > ~ ~ g Ell :> I -Um )> ^ r- o )> r- --I o ("") 01 ~T~ --I\rg] :> g~ ~~ " :> Tbe Schneider Corporation 8901 otis Avenue Historic Fort Harrison IndloDapollJ, IndiaDa <6218-1037 317-826-7100 317-826-7200 FAX EDgiDeerIDa SurveJb>& LoIldJcape Arcllitecluro GIS .US Goology Nate: 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 information. Contractors should verify existing conditions prior to any construction. Any discrepancy faund an this drawing should be reparted ta The Schneider Corparatian immediately, faning ta do so results in the contractors assumption of all liability. Note: The basement elevation, depicted hereon, has been determined and based upon the pad grades and/or contours taken from the construction plans for this subdivision. Unless stated, no information about fluctuating water tables, soil cooditioos, or son twes has been provided or stated on said plans. It is recommended that the basement finished floor elevations be at least two feet (2') above the normal pool elevation of any adjoining bodies of water, unless 0 study of facts reveals otherwise. If during the excavation process any ground water is witnessed, The Schneider Corporation should be notified immediately. The basement elevation should be raised two, feet (2') above the ground water, and additional construction techniques should be in~orated to alleviate future problems. 1 Note: Per Carmel zoning ordinance 26.1.1 : The residential district limits height to twenty-five feet (25'), however a dwelling may be increased in height to thirty-five feet (35') provided the side and rear yards ore increased an additional one foot (1') for each one foot (1') the structure exceeds the first twenty-five feet (25') in height. OetaD of Ground/ Storm Water flow pattern for individual lots. I I I \ I I ,UI , I \ , Note: Bunder to ensure positive drainage away from structure(s). Note : The garage finished floor elevation is 1.4' above the curb at the drive, per plan. l;l131.92 59.5' I I I~. I'" '" I'" I _______J 10' R.O.E. ~:::.5' ~ ..., 1914.11 57.00' Plat Plan Legend I 000.0 I Propased Grades 000.0 Existing Grades __ 000.0-- Contour Grade * Approx. Lateral Lacation - . - Sanitary Sewer Lines -IT- Storm Sewer Lines - 1,/ ~ Water Service Lines - - - - - - - Sub-Surface Drain Lines . Manhole (Sanitary ar Starm) . Beehive Inlet (Starm) .IIID Curb Inlet (Storm) : D End Section (Starm) .... Fire Hydrant - 0 0 0 _ 0 0 0 - Flow Line of swale - Building Line (BL / BSL) - - - - - - - Easement Line Sanitary Sewer Costing Information Upstream Manh~e, TC= 916.10 Downstream ~Qnhole, Te= 915.90 per plan. Note: Sump pump(s) to be placed by bunder as needed. ~. 'i b . 1 ~t ';- ~,' ~ TYPICAl SWALE SECTION L,," \ fER PLAN J \ l.f I 1*", ~ ~ !i! 15' R.O.E. NOTE: THE WITHIN PLOT PLAN WAS PREPARED AT THE CLIENT'S REQUEST WITHOUT BENEFIT OF A RECORD PLAT. THE CONTRACTOR AND/OR BUILDER HAS BEEN CAUTIONED THAT THE DEPICTED LINES SHOWN HEREON ARE SUBJECT TO CHANGE. ~ % ~ - - ~ ~;a~ ~~s:l 0,..<= ~~~ ~~tD 10.0' 131.93' l;l 74.93' I Te'915.90r PER PLAN o VB04,0022996 Lot # 61 ~ ~ =li3,= ~ Assumed North Scale: 1- = 30' " . I I I I I I I I L 1 ~r 1913.01