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Home My WebLink About07030133 Site Plan Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: COPY # plux IF Sec:20 Twp:18 Rng:3 Sub:STP Blk:2A Lot:153 PARCEL ID ........: ZSTP153 DATE ISSUED.......: 03/29/2007 RECEIPT #.........: 24622 REFERENCE ID # .... 07030133 SITE ADDRESS ...... 3363 MODESTO LN 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 ---------- ------------- 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 55.50 0.00 55.50 0.00 1. 00 55.50 0.00 55.50 . 0.00 1. 00 55.50 0.00 55.50 0.00 1. 00 55.50 0.00 55.50 0.00 1. 00 55.50 0.00 55.50 0.00 1. 00 1261.00 0.00 1261.00 0.00 1. 00 53.50 0.00 53.50 0.00 3,636.00 752.60 0.00 752.60 0.00 ---------- ---------- ---------- ---------- 2344.60 0.00 2344.60 0.00 TOTAL PERMIT : METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 2344.60 12880 2344.60 CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICATION For: Residential New Stmcturc5, Additions, Remodels, & Accessory Buildings Permit #: 07030133 Date: 03/29/2007 ~ PARCEL 10 #: ZSTP153 LOT & SUBDIVISION: 153 STANFORD PARK ADDRESS OF CONSTRUCTION: 3363 MODESTO LN Township?: 18 Zoning: R2/ROSO WESTFIELD, IN 46074 Flood Zone: N Lot Split: N PROPERTY OWNER INFORMATION: Name: RYLAND HOMES Ph. #: 3178464200 Fax#: 3178464224 Street Address: 9025 N. RIVER RD. INDIANAPOLIS, IN 46240 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: I RC PERMIT TYPE: RESSINGLE Water Service by: CARMEL Sewer Service by: CTRWD Foundation Type: BSMT Manufactured Trusses: Y Porch: Y Square Footage: 3636 Model Home: RESIDENTIAL SINGLE FAMILY DWEL County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $205000 Sump Pump: Y Deck: Early Release ILP: N Special Notes/Conditions: LOT 153 STANFORD PARK, SINGLE FAMILY HOME . NO NOTES' This pennit is valid only if construction commences within one (1) year of the date of issuance of the State Commercial Design Release. All constru~tion must be completed (CIO 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 structures 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 r.c. 36~7 et seq, General Assembly of the State of Indiana, and all Acts amendatory thereto. I further c~rtiry that only kitchen, bath, and floor drains are connected to the sanitary sewer. I further certify that the construction win not be used or occupied until a I Certificate of Occllpancyhas 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 CIO SINGLE FAMILY DWELLING GROCE 55.50 55.50 55.50 55.50 1261.00 53.50 752.60 Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: COPY # llUXf Sec:20 Twp:18 Rng:3 Sub:STP Blk:2A Lot:153 PARCEL ID ........: ZSTP153 DATE ISSUED.......: 03/20/2007 RECEIPT #...... ...: 24542 REFERENCE ID # .... 07030132 SITE ADDRESS ...... 3363 MODESTO LN SUBDIVISION ......: STANFORD PARK CITY .............: WESTFIELD IMPACT AREA ......: OWNER... .........: RYLAND HOMES ADDRESS.. ........: 9025 N. IRVER RD. CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: CONTRACTOR .......: COMPANY ..........: ADDRESS ..........: CITY/STATE/ZIP ...: TELEPHONE.... ..... RH OF INDIANA, LP 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 I ---------- ---------- ---------- --~------- 1310. 00 0.00 1310 00 0.00 ---------- ---------- ---------- ---------- 1310.00 0 00 1310 00 0.00 FEE ID UNIT QUANTITY AMOUNT NUMBER CHECK TOTAL RECEIPT : 1310.00 12780 -----~~----- -----~------ 1310.00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07030132 Date: 03/20/2007 PARCEL ID #: ZSTP153 LOT & SUBDIVISION: 153 STANFORD PARK ADDRESS OF CONSTRUCTION: 3363 MODESTO IN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RH OF INDIANA, lP CHECK #: 12780 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 153 STANFORD PARK, SEWER/WATER . NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 oflatest revision; or vitrified clay pipe, meetingl ASTM specifications C-700 for extra strength 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 sh~1l be in strict compliance with pertinent City of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Se~tion 9-122(a), and sections P3008. I and .2 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall be "aDen trench" insoected and aooroved 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 public sewer. Sewer insoections 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. If any street must he Cllt. a senarate street cut nel111it shall he nhtainerl, APPLICANT NAME: TONJA GROCE PAYMENT RECEIVED BY: Ya>n7 ~ FEES: $1,310.00 I Regional Waste Districtl . I SF Residential 939302007 SANITARY SEWER PERMIT INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Lift Station 23 126th Street Station Treatment Plant MIX Subdivision Stanford Park Builder Ryland Homes 2A Lot Number 153 Address Number 3363 Street Modesto Ln 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 Parcel Acreage Employees Square Footage 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 sanitaiy 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 si.le 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. The building has a: Grease Trap No Slab Foundation No Up SFP-736 SFPl-729 Down Lid Elevation 917.29 It 915.26 It Grit Interceptor No Crawl Space No First Floor Elevation 918.70 It .918.70 It Grinder Station No Basement Yes Basement Elevation 909.70 It 909.70 It Calculation is based on both Manhole Ud Elevations and the elevation of the First Floor r--1~41T---i441 I~ .,,,, '"' .. .,~~O"' "~..... .; .._. '"'" .. .'om"","" "om"" wHI> G'"'~ Pomp \ Installed The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made. an holes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. Conditional Permit Terins: 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. Inspection Notice No 48 hours notice before work starts on manhole core drilling or cuts of active lines Fees Paid No. All District fees will be paid in full. Plan Review No Approval pending Districts review of plans. Other Permits No No Occupancy. No No occupancy until further notification Fats, Oils & Grease No Fats, Oils and Grease Facilities will abide by District stan Manhole Core 'ons and agree to acc~Pt responsibility for all work done under this pe~mjt. . Phone Number I Appr Permit Date 3/19/2007 By signing below, I attest that I am fa Builder I Owner Signature Printed Name Candy J. Feltner, Director of Administration & Customer Service Revised 2/28/07 Permit is valid for ONE-YEAR from the dale issued. Permit valid only with CTRWD seal in red ink. ~ .~~ Schneider ~ The Schneider Corporation 8901 oti8 benue Historic Forl Harrison lndlanapollJ, lndlana l6216-1037 317-626-7100 317-826-7200 FAX EDilnoerin<< SurT',m, Landace.pe Architecture GIS 'US Geology >'lhis Plot Plan Prepared for: R.H. of Indiano "'"(lot # 153 , containing 8,633 SJ,I, in .. i.Stanford Park (i.)"section, 2A ;' ,INSlR. , 200600014565 , .:\ PC 4, Slide 42 Cloy Twp, HamDton County '~ 29, TI8N, R3E ,3363 Modesto lane (50'R/W) ,~Carmel, IN 46074 ";'Prepared Date: 03/10/07 By. AMA "Proposed Bu)'8f(s): Shawn Christopher & Shannon leigh Hitchcock Plot Pion Legend []QQ]] Proposed Grades 000,0 Existing Grodes _000,0- Contour Grode * Approx, Lateral Location - . - Sanitary Sewer Lines -" - Storm Sewer Lines - 'of - Water Service Lines - - - - - - - Sub-Surface Drain Lines . Manhole (Sanitary or Storm) . Beehive Inlet (Storm) IllII Curb Inlet (Storm) D End Section (Storm) .... Fire Hydrant - 0 0 0 - 0 0 0 - Flow Line of swale - - Building Line (BL / BSL) - - - - - - - Easement Line '-Community Restrictions: " .. Side Yard =3' min. -. -':.Rear . Yard = N(A Aggregate = 6 (RH,) Note: Sanitary Sewer Top of Costing Information Upstreom Manhole, TC= 917,30 Downstream Manhole, TC=915,26 per plan. Note: The contractor is to maintain a minimum distance of ten feet (10') between the sanitary sewer and water line laterals. . ".JR.H, of Indiono f;F:' :~'iti~ished Floor Elevation Intonnation , <eQd Grode = 916,5 per pion ;:;;,;:l'~d Grode + 0,7' = Goroge FFE (917,2) ;' ".3;droge FFE + 1.5' = Residential m (918,7) ", liRe,identiol m - 9,0' = Bos~r1)jlnt FFE (909,7) , SMSlR,' 73(- l:jll ,,'I TC.,9l~jQ 52 48' 5,9 PER PlAN ' Note: The garage finished floor eleVCItion is 1.1' above the curb at the drive, per plan. .. ( HANOI) --J. RAMP 1 < i"r MODESTO LANE E. CURB 5' WAlJ( oo:IJ \ \ \ I I I I I I I I ~: I I I I I I I I I I I I ~ ~ a g 52,99' 36,0' 26.0' ',i ;' G,B,L, 2,5' B,L, /w :z: <( -.J W -.J <( > >- I~ :::> (/) . ~~ ~!!! "! 6,5' 0; 0 i'l 0 ill STERUNG C d fR~&~SY N RE~DENC[ S Ln >; ex) ;; m in O'l 36.0' 26,0' 30.0' B-B 1916,2 I rnm ,,'This drawing is not intended to be represented os 0 retrocement or . original boundary survey, 0 route survey, or a 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). ~GNA TURE , . .... ~GNATURE REPRES!:NlS CONnR~A]ON Of RECEIPT Of PLOT PLAN BY CUSTO~ER, OATE: Note: This drawing is based on construction plans or record drawings, and is not based upon a field survey. The Schneider Corporation does not warront the accuracy or sufficiency of this information. Contractors should verity existing conditions' prior to any construction. Any discrepancy found on this drQwing should be reported to The Schneider Corporation immediately; foiling to do so results in the contractors assumption of all liability. Note: The basement elevation, depicted hereon, has been determined and ba5ed on the pod grades and/or contour, taken from the construction plans for this subdivision. Unless stoted, no Information about fluctuating watef tQbles, soil conditions, or soil t)pes has been provlded or stated on said pions. This lot Is located neor 0 body of water,' Lot or soli conditions may require thot the basement n()()( 'elevation be held 2 foot above normal pool e1e'fOtion. Site investigation may be needed If water Is encountered during the excavatfon process or If other known water elevation or soils conditions ore present Investigation ond any remedial procedures Is at the discretion of the bunder to determine and take appropriate steps of actton. If any ground water Is encountered during excavation the bunder is encouraged to contact The Schneider Corporation to discuss possible courses of action. Note: Sump pump(s) to be placed by builder as needed. Deta~ of Ground! Storm Water flow pattern for Individual lots. Lot # 153 Vb07.0069782 o ~ =Ji:5l= I \ I I/Q III \ I Note: Builder to ensure positive drainage away from structure(s). Assumed North . !l Scale:'. = 30' ~ TYPICAL SWALE SECTION o Ground Cover Calculations: Drive = 750 SFf Public Wolk = 920 SF f Private Wolk =161 SFf H ydroseeding = 2,725 SF f Sod = 455 SH, from Rear of residence. Optionol Sod Pockoge Hydroseeding =1,099 SFf Add!. Sod Pkg,= 181 SH, to Rear easement. Sidewalk to be placed l' from property line, 4' from bock of curb, per plan. Note: Per Carmel zoning ordinance 26.'.1 : The residential district limits height to twenty-five feet (25'), however a dwelling may be increased in height to thirty-five f.et (35') prQvided the side and rear )(Irds ore increosed on additional one foot (1') for eoch one foot (t') the structure j exceeds the first twenty-five feet (25') in hei~ht. FLOOO HAZARD 51 A TEMEN1 CERTlFICA TlON "\\\\\\\\\\IIIIIII/1/1/IIII//, #"c. L ,.,~ ~~~?"''''':',,.,V..fh~ ~ l..""...~..G\S TE:"'.i.......A~ "'~,"'<- No 0"';0"" I / . \ \ ~ ~ S0303 ! ~. :;:;: ~ : ~ "%; ..... 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