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Home My WebLink About07050068 Receipts/Permits Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT J OPERATOR: COPY # I I vdolan 1 Sec:20 Twp:18 Rng:3 Sub:STP Blk:2A Lot:156 PARCEL ID ........: ZSTP156 DATE ISSUED.......: 05/16/2007 RECEIPT #.........: 25109 REFERENCE ID # .... 07050068 SITE ADDRESS ...... 3421 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 ., ....... 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 0.00 1. 00 57.50 0.00 57.50 0.00 1. 00 57.50 0.00 57.50 0.00 1. 00 57.50 0.00 57.50 .0.00 1. 00 1261.00 0.00 1261.00 10.00 1. 00 55.50 0.00 55.50 10.00 4,318.00 835.80 0.00 835.80 nn_J~~~~ ---------- ---------- ---------- 2439.80 0.00 2439.80 10.00 TOTAL PERMIT : METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 2439.80 13111 ------------ ------------ 2439.80 CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLI<,[:A nON For: Residential New Structures, Additions, Remodels, & Accessory Buildings Permit #: 07050068 Date: 05/16/2007 PARCElID #: ZSTP156 LOT & SUBDIVISION: 156 STANFORD PARK ADDRESS OF CONSTRUCTION: 3421 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: 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: $210000 Sump Pump: Y Deck: Early Release ILP: N Square Footage: 4318 Model Home: Special Notes/Conditions: LOT 156 STANFORD PARK. SINGLE FAMILY. . 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 COllstruJtion must be completed (C/O issued) within two (2) years of the issuance date. \ 1, the undersigned, agree that any construction, reconstructi.on, enlargement, relocation, or alteration of a structure, or any change in the use of land or struc~ures requested by this application will comply with, ancl conform to, all applicable laws of the State of Indiana, and the "Zoning Ordinance of Carmel Indiana - I993~ (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 I Certificate of OCCup1ll1l.yhas been issued by the Department of COImnunity Services, Carmel, 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 55.50 835.80 Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: COPY # I tweddling 1 I Sec:20 Twp:18 Rng:3 Sub:STP Blk:2A Lot:156 PARCEL ID ........: ZSTP156 DATE ISSUED.......: 05/09/2007 RECEIPT #. . . . . . . . .: 25022 REFERENCE ID # .... 07050067 SITE ADDRESS .. .... 3421 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 # XA-ISUP A-I SUPERIOR EXCAVATING 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 (317) 898-0767 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT USFWATCONN FLAT RATE 1.00 1310.00 0.00 METHOD OF PAYMENT TOTAL PERMIT: 1310.00 0.00 NUMBER CHECK TOTAL RECEIPT : AMOUNT 1310.00 13082 1310.00 THIS REC 1310.00 1310.00 , __~~~l~~~_ 10.00 -----io~oo CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07050067 Date: 05/09/2007 PARCEL 10 #: ZSTP156 LOT & SUBDIVISION: 156 STANFORD PARK ADDRESS OF CONSTRUCTION: 3421 MODESTO IN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RH OF INDIANA, lP CHECK #: 13082 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 156 STANFORD PARK_ WATER. . NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, meeting I 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 shall be in strict compliance with pertinent City of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Sec~ion 9-122(a), and sections P3008.! and.2 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall be "ODen trench" insoected and aooroved bv the Cannel 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 requested 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'5 OFFICE. lfany st~ect mllst he cl.IL a senarate street Cllt ncrmit sh~1I he ohtained. I APPLICANT NAME: TONJA GROCE PAY.", .'C,,"O By~%r "0 /114.J, /, t FEES: $1,31000 Permit Type Final Lift Station 23 126th Street Statioh Treatment Plant MI~ Subdiv,ision. Stanford Park -... --- Section Number 2A Builder Ryland Homes Parcel Acreage Employees Square Footage SF Residential '110752007 Invoice Number Regi.onal Waste District SANITARY SEWER PERMIT INDIVIDUAL LOTI EXISTING ,BUILDINGS Lot Number 156 Address Number 3421 Street Modesto Ln City Westfield Zip CoiJ;'46074- '. -- County Hamilton. plan Review and Inspection Application.Fee EDU Fee Interceptor Fee Fees Due' '" ~~_ u__-=-n_ $100.00 $1,650.00 , $1,750.00 PLEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Township Regional Waste District: (see reverse)ancJ 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'!ooting 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, delieioper or builder) ";i'lI be responsible for damages to the Dis!rict's'sewersystem. This, includes damages to manholes" castings, manhole'lids and the'like;'causedby construction activity on the building sitewhich is the subjeclofthis permit. Inspections by the DistrictareMAtljDATORY 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 waier is connepted, whichever comes first.' . . . The buiiding has a: Grease Trap No Grit Interceptor No Slab Foundation No Crawl Space No Up SFP-736 SFPl-729 Down Lid, Elevation 917.29 It 915.26 ft First'Floor Elevation 918.10'ft 918.10 ft Grinder Station No Basement Yes Basement Elevation 909.10 ft 909.10ft CalcuJati?n is based on bot/r"Manhole Lid,Elevatfpns and the elevation ofthe First Floor r-~--"'-'-----t>.81]~----2:~ I Per Ordinance.9-13,99 and the elevations provided, the substructureshail be piumbed by:- Plumbed with Grinder Pump '. Installed I 16; . The'District reserves the right to inspect all sump. pump connections to ensure noiilegal connections have been made. ~ Manholes' shail remain accessible a! ail times. Buried manholes wiil be corrected by the Develop.erIOwner., Conditional.Permit Terms: Plans Submitted No 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 beon file with CTRWD listed as certificate holder. No Conn~ction . 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 48 hours notice: before work st~rts on'marihole.core drilling or cuts of active lines All Districtfees will be paid in full., Approval pending Districts review of plans, Sl\~IlA' HA"'I~l: C .. f ' d' 't f . t t 't ~<tf. O,p<, .. oples 0 approve perm I s rom appropna e coun y orCIY a 11t.;les. ,0 No occupancy until further notification ! CTRWD ~ Fats; Oils and Grease Facilities will abide by District standa By signing below, I.attest that. I am familia~heDistricl's s cificationsand agree to accept responsibility!or all workd'one under this permit. Builder I O,!/ner Signature p 2: ~&V-ot~ <<~ (.,,-('---- Phone Numper I Printed Name J? { (';elf C-::: .' /. ----- , Approved Can e ner, OirecrorofAdministralion &'CustomerService Permit Date 519/2007 Revised 4/26107 Permit i,s valid for ONE~-YEAR from the'date issued. Permit valid only with CTRWD seal in red ink. '~., Schlelder Tbe Schneider CorporaUon 8901 0t1a Avenue Hiatoric Fort Banison 'lndianapollJ. Indiana 46216-1037 317-626-7100 317-626-7200 FAX Engine<rins -.,m, Landacape Architecture GIS .1lS GeololY This Plot Plan Prepared For: R.H. of Indiana Lot # 156 . containing 6,600 S.F.:f:. in Stanford Park Section' 2A INSlR. # 200600014565 PC 4, Slide 42 Clay Twp, HamBton County Sec 29, TIaN, R3E -3421 Modesto Lane ~---(50'R/W) I'~" IN,' 46, 07.~4 '-'W~:J:' l Prepar~ 'O~fe: 5/03/07: By. AMA Proposed Buyer(s): INVENTORY Community Restrictions: Side Yard =3' min. Rear Yard = N/A Aggregate = 6 (B.H.) R.H. of Indiana Finished Floor Elevation Informotion Pad Grade = 915.9 per plan Pad Grade + 0.7' = Garage FFE; (916.6) Garage FFE + 1.5' = Residential m (918.1) Residential m - 9.0' = Basement m (909.1 ) Plot Plan Legend ~ Proposed Grades 000.0 Existing Grodes ___ 000.0-- Contour Grade * Approx. Lateral Location - a - Sanitary Sewer lines -... - Storm Sewer Lines - v - Water Service Lines - - - - - - - Sub-Surface Drain Lines . Manhole (Sanitary or Starm) CD Beehive Inlet (Storm) IIlII Curb Inlet (Storm) D End Section (Storm) ... Fire Hydrant - "" " - " "" - Flow Une of swole Building Line (BL / BSL) - - - - - - - Easement Une Note: Sanitary Sewer Top of Costing Information Upstream Manhole. TC= 917.30 per plan Downstream Manhole, TC=915.26 per record drawing Note: The contractor is to maintain 0 minimum distance of ten feet (10') between the ,anitry sewer and water line 107 Note : The goroge finished floor elevation is 1.5' obove the curb at the drive. per plan. sm., 729 TC=915.26 PER RECORO ORA\\1 !i;~., Ground Cover Calculations: Drive = 513 SFt Public Walk = 194 SF t Private Walk = 70 SF t Hydroseeding =2,018 SFt Sod = 239 SYt. from Reor of residence. Optionol Sod Package Hydroseeding = 825 SF t Add!. Sod Pkg.= 133 SYt, to Reor easement. Sidewolk to be placed l' from property line, 4' from bock of curb, per pion. ~ TYPICAL SWALE SECTION . \NE MODESTO LANE 30.0' B-B 1915.381 ll!i1lIELEV=915.1 PER PlAN ROlL .. RB 5' WAlK 915.3 1:1 .,; N []lill D,&U.E. 2.5' B.L. 36.0' 26.0' 36.0' 26.0' 16' ORIIr , G,B.L. .8 . .63iwo CAR )!; GARAG[ ~~ a; 2 8 7,5' 00 CAR d N <<> GARAGE .0 II a; 4,00' 6.6 oJ ill '0 A .,; C> BSI.lNT ci ::j ('oJ '" HARRISON B fR~&I.lSY RE90ENCE 14.00' 8 '" 26.00' 7X5 OECI< .00' SU~P OPU~P soo 47.6' 1914.9 I OPTIQlUUQQ..E.A~G!L _ _ 35.6' IS' R.D.E. 30,6' 43,6' 915. 55.00' 15' D.E. 1914.5 I ~ no' . -. This drawing is not intended to be represented as a retfacement or original boundary survey, Q 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). Note: This drawing is based on construction plans or record drowings, and is not based upon 0 field survey. The Schneider Corporation does not iwarront the accuracy or sufficiency of this information. Contractors should lJerify existing conditions"\ prior to any 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 011 liability. ' Note: Per Carmel zOIling ordinance 26.1.1 ; The residentiol district limits height to twenty-five feet (25'), however 0 dweiJing may be increased in height to thirty-five feet (35') provided the side and rear yards ore increased on additional one foot (1') for each one foot (1') the structure exceeds the first twenty-five feet (25') in heigh.lc Detail of Ground/ Storm Water flow pattern for individuallats. I Lot # 156' Vb07.0073105 ~ ~ =Ji.':3,= ~ Assumed North Scole : 1. = 30' I \ I I 1/1\'1 1/7--{'1 1 1 Note: Builder to ensure positive drainage away from structure(s). t . sm., 736/q '7. ~I Tc=g~ ( PER PlAN MOD 16' ORIIr I Note: I The basement elevation, depicted hereon, has been determined and based on the pod I grades and/or contours token from the construction plans for this subdMslon. Unless stated, no information about fluctuatlng:water tables, soil conditions, or soil t)fles hos been provided or stated on said plans. This lot is locoted near 0 body of woter. lot or son conditions may require that the basement floor e1eYlltlon be held 2 foot above normal pool e1eYOtlon. Site Investigation may be i needed If woter Is encountered during the excaYOtion process or If other known woter eleYOtlon or soils conditioos ore present. I Investigotlon ond any remedial procedureS is at the discretion of the builder to determine and take appropriate steps of action. If any ground water Is encountered during excaWltlon the builder is encouraged to contact The' Schneider Corporation to dIscuss poosible courses of action. 28.1 7' o Note: Sump pump(,) to be placed by builder os needed. FLOOD HAZARD STATEMENT CERTlFICA TlON ,,\I\\lII\I\lIIIII/IJIIII///(, ~\I\I S L. c;f~ ~".".~ .......;:......',10-.:% ~':-:s"...f.,G\S E";r~........"..<)~ I '" <:::, ."~ No 0 ". -A'''' , ( 50303 ") , % \. STATE OF ./ ~: ~ /'. .' ~ ~ ~ ~.....:.IvDI A~!:".....~~ % '#J ..S....U..ii~i(~ # ~//, t\'i\..':..\~~ /////IIIIJ/IIIIII\\lIII\\\I ~l~ ~GNA TURE : DATE: ~GNA TURE REPRESENTS CON~R~A TION Of RECEIPT Of PLOT PLAN BY CUSTO~ER.