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Home My WebLink About07030129 Receipts/Permits Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: COpy # plux 1~ See: 29 Twp: 18 Rng: 03 S.ub: B62 Blk: 6002 Lot: 957 PARCEL ID .. ......: ZB62957 DATE ISSUED.......: 03/29/2007 RECEIPT #...... ...: 24620 REFERENCE ID # ...: 07030129 SITE ADDRESS ...... 12629 MALCOMBE ST SUBDIVISION ......: VILLAGE OF WESTCLAY CITY .............: CARMEL 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 # RYLAROM 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 IRES FINAL 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 5,009.00 889.90 0.00 889.90 0.00 ---------- ---------- ---------- ---------- TOTAL PERMIT : 2481.90 0.00 2481.90 0.00 METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 2481.90 12877 ------------ ------------ 2481.90 CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICATION For: Residential New Structures, Addition.l, Remodels, & Acm.lory Buildings Permit #: 07030129 Date: 03/29/2007 p-9- PARCEL 10 #: ZB62957 LOT & SUBDIVISION: 957 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 12629 MALCOM BE ST Township?: 18 Zoning: PUD PROPERTY OWNER INFORMATION: Name: RYLAND HOMES Ph. #: 3178464200 Fax #: Street Address: 9025 N. RIVER ROAD CARMEL, IN 46032 Flood Zone: N Lot Split: N 3178464224 INDIANAPOLIS, IN 46240 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: Manufactured Trusses: Y Porch: Y RESIDENTIAL SINGLE FAMILY DWEL Square Footage: 5009 Model Home: County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $300000 Sump Pump: Y Deck: Early Release ILP: N Special Notes/Conditions: LOT 957 VILLAGE OF WESTCLAY, SINGLE FAMILY HOME . NO NOTES' This permit is valid only if construction commences within one (1) year of the date of issuance of the State Conunercial Design Release. All construction must be completed (C/O 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 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 LC. 36-7 et seq, General Assembly of the State of Indiana, and all Acts amendatory thereto. 1 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 Certificate of Occupancy has been issued by the Department of Community Services, Carmel, Indiana. APPLICANT NAME: TONJA FEES: RES ELECTRICAUMETERB. 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 53.50 889.90 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07030128 Date: 03/20/2007 PARCEL ID #: ZB62957 LOT & SUBDIVISION: 957 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 12629 MALCOM BE ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: RH OF INDIANA,LP RYL CHECK #: 12794 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 957 VILLAGE OF WESTCLAY, SEWER/WATER . NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of]atest revision; or vitrified clay pipe, meeting: ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. The sewcf shall be installed in accordance with ASTM 2321 for pve pipe and the Uniform Plumbing Code for the State of Indiana. AI] 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 9-122(a), and sections P3008.l and.2 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall be "open trench" inspected and aporoved bv the Carmel Sewer Department before any backfilling is done. Non- compliance may result in digging up the scwcr installation and/or denial of future scwer 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 cntcr the public sewer. Sewer inspections should be reauested at (317) 57] -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. !fany street must he cut a senarate street cut nermit shall he nhtainerl. APPLICANT NAME: TONJA GROCE PAYMENT RECEIVED BY: ?c::trrD ~ FEES: $1,310.00 Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: PIIU~ COPY # P Sec:29 Twp:18 Rng:03 Sub:B62 Blk:6002 Lot:957 PARCEL ID ........: ZB62957 DATE ISSUED.......: 03/20/2007 RECEIPT #.........: 24540 REFERENCE ID # .... 07030128 SITE ADDRESS ...... 12629 MALCOMBE ST SUBDIVISION ......: VILLAGE OF WESTCLAY CITY .............: CARMEL 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 RYL LIC # XA-ISUP A-I SUPERIOR EXCAVATING 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 (317) 898-0767 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL USFWATCONN FLAT RATE TOTAL PERMIT : METHOD OF PAYMENT 1. 00 1310.00 0.00 1310.00 0.00 AMOUNT 1310.00 NUMBER 0.00 1310.00 ,0.00 , CHECK TOTAL RECEIPT : 1310.00 12794 1310.00 ,.., SF Residential 184022007 Regional Waste District SANITARY SEWER PERMIT INDIVIDUAL lOT I EXISTING BUilDINGS Permit Type Final Lift Station 19 Village of West Clay Station Treatment Plant MIX Subdivision Village of West Clay 6002 Builder Ryland Homes . Parcel Acreage Employees Square Footage lot Number 957 Address Number 12629 Street Malcombe St City Carmel Zip Code 46032 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 VWC-128 VWC-127 Down W W The building has a: Grease Trap No Slab Foundation No Lid Elevation 902.69 It 904.35 It Grit Interceptor No Crawl Space No First Floor Elevation 907.10 It 907.10 It Grinder Station No Basement Yes Basement Elevation 897.10 It 897.10 It Calculation is based on both ^1anhofe Ud Elevations and the elevation of the First Floor [__~~,~~,~:~~l,__w_~..:!_~J 'm"'""' "". re", .~."."' .=;.,.. '"oW""",, .", .. .0- .,. "om"'" w'" G""", ,"mp , ~~ . The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made. 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 / Owner Signature Printed Name . Appro ~ 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 Permit Date 3/19/2007 Revised 2/28107 Candy J. Feltner, Director of Administra I ~~r SelVice Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. Plot Plan Legend This Plot Plan Prepared For: R.H. of Indiana []QQ]] Proposed Grades Lot # 957 . containing 7,000 S.F.:!:, 'n 000.0 Existing Grades VIllage of Westday ...--000.0- Contour Grade See i 002 * Approx. Lateral Location ton' 6 _ . _ Sanitary Sewer Lines INSTR. , 200500080673 -If - Storm Sewer Lines PC 3 SUDE 791 - - - Water Service Lines . H D't Cou taT - - - - - - - Sub-Surface Drain Lines am on n :y, ay wp . Manhole (Sanitary or Storm) See 19, naN, ROJE CD Beehive Inlet (Starm) 12629 Malcambe Street (50'R lull IIIlI Curb Inlet (Storm) . 1"1 D End Section (Storm) Carmel, IN ~ '1bt?32-- .... Fire Hydrant Prepared Date: 03/09/07: By: AMA - .. . - .. . - Flow Line of swale P oposed B ....1 ). . . Building Line (BL / BSL) r UP\S . Virgilia George & _ _ _ _ _ _ _ Easement Line Alisha George-Mlnkner Community Restrictions: Side Yard = 5' MIN (ONE SIDE) Rear Yard = N/A Aggregate = 20~ LOT I\1DTH, MIN. 5' ONE SIDE Zoning = 51 ,. ~., Scmeider Ground Cover Calculations: Drive = 1,004SFt Public Walk =250 SFt private Walk = 39 SF t ~ydroseeding = N / A SF t ~i;~ = 389 SYi, entire yard. ~~{~: Th~':contractor is to maintain a minimum distance of ten feet (10') between the sanitary sewer and water line laterals, (~ ' > f- ~ W W 0:::: f- i <.n :; ;" W " CD " :2' jjl~ 0 m U ~ --.J a <C ;;i :2' ~ 29.0' B-B 'il r- > FLOOD HAZARD STATEMENT CERTlFICA TlON ,,\1\\\\111111111/11/////1. ,,;,.>>"\ L I' '//% #~':) ......:....";,pl/~ # ~....~(,\SNTt~~....:'.".....o~ ~<:::::)...q.. 0 0"';.G'~ , ( 50303 ) , :;:;:. ~ : :== % ..... STATE OF ./ ~ ~ ~ .... / t>-....<:\. if ~ .-r(.I;-'..'YO'A~....'~~~~ %'f'j .S....U..R..~'\.' # ~ij/!. ~ \\\\~ '1111//I//Iillll\\\\\\\\\\ ~l~ Sidewalk to be placed flush with property line, 5.5' from back of curb, per plan. The Schneider Corporation 8901 otia Avenue .;Hiftorlc Fort Harrison IndlanapoU.. Indlana 16216-IOS7 SI7-826-71oo SI7-B26-7200 FAX EDDnoerln& _.yIng Landscape Architecture GIS 'US CeololY Note: This drawing is based on construction plans or record drawings, and is not bosed upon a 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 on this drawing should be reported ta 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 pod grodes and/rA contours token from the construction plans for this subdivision. Unless stated, no information about fluctuating waler tables, soil conditions, or son t)1)es has been provided or stated on said plans. This lot is located near 0 body of water. Lot or soff conditions may require that the basement floor e1evotiQn be held 2 foot abaWl normal pool elevation. Site investigation may be needed If water is encountered during the excavation process or if other known water e1evotian or soils conditions ore present. Investigation and any remedial procedures is at the discretion of the bunder to determine and toke appropriate steps of action. If any ground water is encountered during excavation the bundef Is encouraged to contact The Schneider Corporation to discuss possible courses of action. Note: Sump pump(s) to be placed by builder as needed. Detan of Ground/ Storm Water flow pattern for individual lots. Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC= 902.69 Downstream Manhole, TC= 904.35 per record drawing ~ TYPICAL SWALE SECTION ~ ~ =~= ~ Vb07.0069784 Lot # 957 [=gJ ~M~ -w- - - -- Assumed North Seal. : I' = 3D' 05 C> 'N Note: Builder to ensure positive drainage away from structure{s); \{\jJV SlR. , 127 TC=904.35 PER RECORD DRAI\1NG '" ~ ...; C> m 34.38 t 1:l 20.00 ~ !1i '8 oj!!, r . ~-' u~ I~'~I ~~ oJ Si! n ~ % ~ . N c-Jk 34,38' :rI6.oo' -;:j 24.00' R.H. of Indiana Finished Floor Elevation Information TBM at face of curb=901.4 TBM at alley=903.2 Proposed Grade ot Swale=904.I, high side Garage FFE at weotherlip=907.1-2.54=904.56 Residential FFE=904.1+3.0=907.1 Basement FFE=907.1-10.0=B97.1 Area of water tap to be restored to its' original condition prior to construction. Note: (secondary areas - Westcloy) Max. height: 35' on lots 100' and larger (to eve line) 30' on less than 100' Max. coverage: 50% \}\IJ'v SlR. , 12B TC=902.69 PER RECORD DRAI\1NG Note: (primary areas - Max. height: 30' Build-up line: 2 stories Max. coverage: 50% Westclay) Pad elevation shown is per plans and is not the as-built elevation. Location of utilities on plat plan ore general locations per plan and should be verified in the field. Granular back fill suggested under driveway at sanitary sewer lateral trench, water line trench and any other excavated areas, (If situation occurs) All service laterals crossing at curb ore stomped: SA= Sanitary Sewer 5S= Subsurface Drain w= Water The information for the elevation difference between the primary finished floor elevation to the top of basement wall and to the basement finished floor was provided by the client. This drawing is not intended to be represented as a retrocf:ment or ,original boundary survey, a 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 AE as said land plots by scale on flood insurance rate map #1800810205 F for the City of Carmel. Indiana dated February 19, 2003. Area of water tap to be back filled with granular material to within 10" of top of curb. 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 ~rds ore increased on additional one foot (I') far each one foot (I') the structure exceeds the first twenty-five feet (25') in height. ~GNA lURE : DATE: ~GNA lURE REPRESENTS CON~RMA nON OF RECEIPT OF PLOT PLAN BY CUSTOMER.