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Home My WebLink About07030131 Receipts/Permits Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: COPY # plux 1~ Sec:20 Twp:18 Rng:3 Sub:STP Blk:2A Lot:152 PARCEL ID ........: ZSTP152 DATE ISSUED.......: 03/29/2007 RECEIPT #.........: 24621 REFERENCE ID # .... 07030131 SITE ADDRESS ...... 3360 BURLINGAME BLVD 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 ......... RH OF INDIANA LP LIC # RYLAHOM RYLAND HOMES 9025 N RIVER RD #100 INDIANAPOLIS, IN 46240 (317) 846-4200 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL ---------- --~---------- ---------- ---------- ---------- -----~---- ---------- IRESELEMTR FLAT RATE 1. 00 55.50 0.00 55.50 0.00 IRESFINAL FLAT RATE 1. 00 55.50 0.00 55.50 0.00 IRESFTSLB FLAT RATE 1. 00 55.50 0.00 55.50 0.00 IRESFTSLB+ FLAT RATE 1. 00 55.50 0.00 55.50 0.00 IRESROUGH FLAT RATE 1. 00 55.50 0.00 55.50 0.00 PRIF FLAT RATE 1. 00 1261.00 0.00 1261.00 0.00 RESC/O FLAT RATE 1. 00 53.50 0.00 53.50 ,0.00 RESSINGLE SQUARE FEET 4,218.00 810.80 0.00 810.80 '0.00 ---------- ---------- ---------- ---------- TOTAL PERMIT : 2402.80 0.00 2402.80 '0.00 METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 2402.80 12879 ------------ -------~---- 2402.80 CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICATION For: RC5idcntial Nov Structures, Additions, Remodels, & Accessory Buildings Permit#: 07030131 rJL--> Date: 03/29/2007 r PARCELlD #: ZSTP152 LOT & SUBDIVISION: 152 STANFORD PARK ADDRESS OF CONSTRUCTION: 3360 BURLINGAME BLVD Township?: 18 Zoning: R2/ROSO PROPERTY OWNER INFORMATION: Name: RYLAND HOMES Ph. #: 3178464200 Fax #: 3178464224 Street Address: 9025 N. RIVER RD. INDIANAPOLIS, IN 46240 WESTFIELD, IN 46074 Flood Zone: N Lot Split: N CONTRACTOR INFORMATION: Name: RYLAND HOMES Ph, #: (317) 846-4200 Fax #: Street Address: 9025 N RIVER RD #100 (317) 846-4224 Email: MENGLAND@RYLAND.COM INDIANAPOLIS, IN 46240 Plumber's Name: EARL GRAY (& SONS) Codes for Project: IRC PERMIT TYPE: RESSINGLE RESIDENTIAL SINGLE FAMILY DWEL Water Service by: CARMEL Sewer Service by: CTRWD Foundation Type: BSMT Manufactured Trusses: Y Porch: Y County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $240000 Sump Pump: Y Deck: Square Footage: 4218 Model Home: Early Release ILP: N Special Notes/Conditions: LOT 152 STANFORD PARK, SINGLE FAMILY HOME CONDITIONAL RELEASE: BRICK WEEPS AT ALL WINDOWS AND DOORS . NO NOTES' This permit is valid only if construction commences within one (1) year of the date of issuance of the State Commercial Design Release. All constru,ction 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 stru~tures requested by this application will comply with, and conform to, all applicable laws of the State of Indiana, and the "Zoning Ordinance of Carmel 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 se\ver. I further certify that the construction will not be used or occupied until a Certificate ofOccup.wcyhas been issued by the Department of Community Services, Carmel, Indiana. APPLICANT NAME: TONJA FEES: RES ELECTRICAL/METERB. RES FINAL 55.50 RES FOOTING & UNDRSLB 2ND REQ'D FOOT/UNDSLAB RES ROUGH-IN PARK & REC. IMPACT FEE RESIDENTIAL C/O SINGLE FAMILY DWELLING GROCE 55.50 55.50 55.50 55.50 1261.00 53.50 810.80 Item 1 of CITY OF CARMEL PERMIT RECEIPT 1 Sec:20 Twp:18 Rng:3 Sub:STP Blk:2A Lot:152 PARCEL ID ........: ZSTP152 DATE ISSUED.......: 03/20/2007 RECEIPT #.. .......: 24541 REFERENCE ID # .... 07030130 SITE ADDRESS ...... 3360 BURLINGAME BLVD SUBDIVISION ......: STANFORD PARK CITY... ....... ...: WESTFIELD IMPACT AREA ......: OWNER ............: RYLAND HOMES ADDRESS ..........: 9025 N. RIVER ROAD CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: CONTRACTOR .......: COMPANy.......... : ADDRESS ..........: CITY/STATE/ZIP. ..: TELEPHONE ......... RH OF INDIANA, LP LIC # XA-1SUP A-I SUPERIOR EXCAVATING 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 (317) 898-0767 OPERATOR: P11U~ Cl- COpy # ~ FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL USFWATCONN FLAT RATE 1.00 1310.00 0.00 1310.00 TOTAL PERMIT: 1310.00 0.00 1310.00 METHOD OF PAYMENT AMOUNT NUMBER CHECK 1310.00 12779 ------------ ------------ TOTAL RECEIPT : 1310.00 10.00 -----ro~oo I I CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07030130 Date: 03/20/2007 PARCEL ID #: ZSTP152 LOT & SUBDIVISION: 152 STANFORD PARK ADDRESS OF CONSTRUCTION: 3360 BURLINGAME BLVD WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RH OF INDIANA, LP CHECK #: 12779 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 SEWERlWATER PERMIT Special Notes/Conditions: LOT 152 STANFORD PARK, SEWERIWATER . 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 strcnhrth clay pipe of latest revision unless other materials are 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 ofCarmcl 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 "ODen trench" insDected and aODrovcd bv the Cannel Sewer Dcoartment before any backfillinl! is done. Non- i compliance may result in digging up the sewer installation and/or denial of future sewer pennits and/or denial of water connections. I I , No footing or foundation drains or other sources of ground water or storm water shall be pennitted to enter the public sewer. Sewer insnections 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. Ifany ~treet mw;;t he cut. a senarate street cut ncrmit shall he ohtainccL ! APPLICANT NAME: PAYMENT RECEIVED BY: -J=a/)'Y) ~ FEES: $1,310.00 SF Residential 141562007 Regional Waste District SANITARY SEWER PERMIT INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Lift Station .23 126th Street Station Treatment Plant MIX Subdivision Stanford Park 2A Builder Ryland Homes Parcel Acreage Employees Square Footage Lot Number 152 Address Number 3360 Street Burlingame Blvd City Westfield Zip Code 46074 County Hamilton. Interceptor Fee EDU Fee Application Fee Fees Due Invoice Number $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 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 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 SFP-740 SFPl-73S.Down The building has a: Grease Trap No Slab Foundation No . Lid Elevation 915.63 ft 915.79 ft Grit Interceptor No Crawl Space No First Floor Elevation 918.60 ft 918.60 ft . Grinder Station No Basement Yes Basement Elevation 909.60 It 909.60 It Calculation is ba~ed ~n both Manhole Lid Elevations and the efevation of the First Floor r--~-2~971------2~8'11 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Plumbed with Grinder Pump. ~ Installed The Districi reserves the ;i9ht to inspect all sump pump connections to ensure no illegal connections have been made. nholes 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 Rev;ew No Other Permits No 'No Occupancy No Fats, Oils & Grease No Manhole Core Builder / Owner Signature Printed Name APpro~ Two sets of plans showing at least one sanitary manhole and top of casting elevatibn 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 a . <y"'. No occupancy until further notification ~ Fats, Oils and Grease Facilities will abide by District stan I tions and agree to accept responsibility for all work done under this permit. Phone Number I .. Permit Date 3/19/2007 Revised 2126107 Candy J. Feltner, Director of Administration & Customer Service Permit is valid for ONE-YEAR'from the date issued. Permit valid only with CTRWD seal in red ink. \)J ~~ The Schneider Corporation .; . eool otiJ AVonU' Historic fort Harrison IndlanapoUs, Indlane l6216-1037 317-626-7100 Sch1eider 317-626-72oo:AX This Plot Plan Prepared For: R.H. of Indiana Lot # 152 , containing 8,650 SLl:, in Stanford Pork Section' 2A INSlR. , 200600014565 PC 4. Slide 42 Oay T wp. HomDton County Sec 29. T18N. RJE 3360 Burlingame Baulevard (50' RjW) I'~, IN 46074 Prepared Date: 03/10/07: By. AMA Proposed Buyer(s): James T & Alisan Margaret Robinson Plot Plan Legend EngIneering 3uney1na lAndscape !rc.hit.ed.ure GIS .US Geology [QQ[]] Proposed Grades 000.0 Existing Grades __ 000.0-- Contour Grode * Approx. Lateral Location - . - Sanitary Sewer Lines -IT - Storm Sewer lines - 'W - Water Service lines - - - - - - - Sub-Surface Drain lines . Manhole (Sanitary or Storm) . Beehive Inlet (Storm) II1II Curb Inlet (Storm) D End Section (Storm) ..... Fire Hydrant - 0 0 0 - 0 Q <> - Flow Line of swole Building Line (BL / BSL) - - - - - - - Easement line , Community Restrictions: 'Side Yard =.3' min. Rear Yard = N/A 'Aggregole = 6 (S.H.) Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC= 915.80 Downstream Manhole, TC=915.79 per plan. Note: The contractor is to maintain a minimum distance of ten feet (10') between the sanitary sewer and water line laterals. f rnm m ~ i3 i'I ~ ~' :: , rnm 30.0' I J 'Wp;; ~o: w :z: <( --l W --l <( > >- :z: :z: ::) (j') SOO 8 .. I lei ~ li~ ~~~o II ill g II CONC. DRI\{ ~ ,g~ ~~ 1200 r.o ~ g i 'b ~i'l ~:>i STERUNG C fRW&l/SY RESOENCE in BSWNT 19.63'~ 6.96' 6.5' POO 20' THREE CAR GARAGE "8 oJ N ~ 0.38' 25' G.B.L 26.0' 22.5' BL 20' D.&U.E. 26.0' 36.0 I 52.48' I 915.6 I I 5' WAlK .-- - - ------- -- ROll CURB HANDICAP RAWP < . URLlNGAME BOULEVARD I~ ~----- ------------------------ SlR.# 740 60 14' TC=915.60 ' PER PLAN .,,,' ....111.<:<::r: This drawing is not intended to be represented as 0 retracement or . original boundary survey, a route survey, or 0 Surveyor Location Report. 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 A as said land plots by scale on flood insurance rate map # 18057 0205F for City of Carmel, Indiana (maps dated February 19, 2003). SGNA TURE : DATE: SGNA TURE REPRESENTS CON~RWA TION Of RECEIPT Of PLOT PLAN SY CUSTOWER. Note: This drawing is based on construction plans or record drawings, and is not based upon a field survey. The Schneider Corporation does not warrant the accuracy or sufficiency of this information. Contractors should verify existing conditions prior to ony construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation immediately; failing to do so results in the contractors assumption of all liability. Note: The basement elevation, depicted hereon, has been determined and based on the pad grades and/or contours taken from the construction plans for thIs subdMsion. Unless stated, no Information aboot fluctuating water tables, soil conditions, or soil t)pes has been pro'r'ided or stated on said pions. This lot Is located near a body of water. Lot or soli condltrons may require that the basement floor elevation be held 2 foot above normal pool elevation. Site investigation may be needed If water Is encountered during the excavation process or If other known water elevation or soils conditions 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 during excavation the bll~der is encouraged to contact The Schneider Corporation to discuss possible courses of oct ion. Note: Sump pump(s) to be placed by builder os needed. Detail of Groond/ Storm Water flow pattem for Individual lots. Lot # 152 Vb07.0069781 ~ ~ =J0J,= ~ I I \ I I~[J I I \ o ~ "' ;;; II ~ Note: Builder to ensure pasitlve drainage away Assumed Narth from st~ructure(S), ! Scale: 1-= 3D' . I QP'( ~ .,51.: TYPICAL SWALE SECllON Note : The garage finished floor elevation Is 1.3' above the curb at the drive, per plan. Ground Cover Calculations: Drive = 745 SF! Public Walk =917 SFt Private Walk = 161 SF t Hydroseeding =2,532 SFt Sod = 465 SYt, from Rear of residence. Optional Sod Package Hydroseeding =1.113 SF! Add!. Sod Pkg.= 158 SYt, to Rear easement. Sidewalk to be placed l' from property line, 4' fram back of curb, per plan. Note: Per Carmel zoning ordinance 26.1.1 : The I residential district limits height to twenty-five' feet (25'), however a dwelling moy be increos~d In height to thirty-five feet (35') provided the ~ide and rear yards are increased an additional one fool (1') for each one foot (1') the slruclure I exceeds the first twenty-five feet (25') in height. I FLOOD HAZARD STATEMENT CERllFICA 1l0N \\\\\\11111111/11/1//1////1. ' #"" S L r;,J"% ~~~,."",,:....,.",..~~ . ~<..~ ....G\ST~I?.,.",J ~ . ~C""o.."..,~~ No ~d",,~~ I ~ ~! . \ ~ ; i S0303 \ ~ ~ ; : ~ % ..... STATE OF ./ ~: ~ /'. " ~I ~(..(;>:''YD'A~.!:''''''~~ . %'f'/) 'S'''U'''R''\\ {~#' ' . ~-'l'/' '1 \..~\~~ ~II/flilllllllll\llll""\' I ~lf11