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Home My WebLink About07050153 Receipts/Permits / Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: vdolan COpy # 1 . Sec:29 Twp:18 Rng:03 Sub:B62 Blk:6002 Lot:968 PARCEL ID ........: ZB62968 DATE ISSUED.......: OS/25/2007 RECEIPT #.........: 25220 REFERENCE ID # .... 07050153 SITE ADDRESS ...... 12687 VANDERHORST ST SUBDIVISION ......: VILLAGE OF WESTCLAY CITY .............: CARMEL IMPACT AREA ......: OWNER ............: RYALND 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 QUANTITY AMOUNT PD-TO-DT THIS REC NEWiBAL ---------- ------------- ---------- ---------- ---------- ---------- ---------- IRESELEMTR FLAT RATE 1. 00 57.50 0.00 57.50 10.00 IRESFINAL FLAT RATE 1. 00 57.50 0.00 57.50 10.00 IRESFTSLB FLAT RATE 1. 00 57.50 0.00 57.50 10.00 IRESFTSLB+ FLAT RATE 1. 00 57.50 0.00 57.50 ,0.00 IRESROUGH FLAT RATE 1. 00 57.50 0.00 57.50 ,0.00 PRIF FLAT RATE 1. 00 1261.00 0.00 1261.00 0.00 RESC/O FLAT RATE 1. 00 55.50 0.00 55.50 0.00 RESSINGLE SQUARE FEET 5,892.00 993.20 0.00 993.20 0.00 ---------- ---------- ---------- ---------- TOTAL PERMIT : 2597.20 0.00 2597.20 0.00 METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 2597.20 13170 ---~-------- ------------ 2597.20 CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICATION For: Residential New Structure), Additions, Remodels, & Accessory Buildings Permit #: 07050153 Date: OS/25/2007 PARCEL ID #: ZB62968 LOT & SUBDIVISION: 968 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 12687 VANDERHORST ST Township?: 18 Zoning: PUD PROPERTY OWNER INFORMATION: Name: RYALND HOMES Ph. #: 3178464200 Fax #: 3178464224 Street Address: 9025 N. RIVER RD. INDIANAPOLIS. IN 46240 CARMEL, IN 46032 Flood Zone: N Lot Split: N 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 Porch: Y RESIDENTIAL SINGLE FAMILY DWEL County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $320000 Sump Pump: Y Deck: PERMIT TYPE: RESSINGLE Water Service by: CARMEL Sewer Service by: CTRWD Foundation Type: BSMT Manufactured Trusses: Y Square Footage: 5892 Model Home: Early Release ILP: N Special Notes/Conditions: LOT 968 VILLAGE OF WESTCLAY, SINGLE FAMILY HOME . NO NOTES' Tltis permit is valid only if construction conunences within one (I) year of the date of issuance of the State Commercial Design Release. All constru~tion 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 Cannel 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 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, Cannel, 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 55.50 993.20 OPERATOR: Pl1ux ~~ COpy # t=-=- Item 1 of CITY OF CARMEL PERMIT RECEIPT 1 Sec:29 Twp:18 Rng:03 Sub:B62 Blk:6002 Lot:968 PARCEL ID ........: ZB62968 DATE ISSUED.......: 05/17/2007 RECEIPT #.........: 25130 REFERENCE ID # .... 07050151 SITE ADDRESS ...... 12687 VANDERHORST ST SUBDIVISION ......: VILLAGE OF WESTCLAY CITY .............: CARMEL 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-ISUP A-I SUPERIOR EXCAVATING 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 (317) 898-0767 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC USFWATCONN FLAT RATE 1.00 TOTAL PERMIT : METHOD OF PAYMENT AMOUNT 1310.00 0.00 1310.00 1310.00 0.00 1310.00 NUMBER CHECK TOTAL RECEIPT : 1310.00 13122 ------------ ------------ 1310.00 NEW BAL -----1---- I 0.00 -- -- - r 0 ~ 00 I CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07050151 Date: 05/17/2007 PARCEL ID #: ZB62968 LOT & SUBDIVISION: 968 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 12687 VANDERHORST ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK#: 13122 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 968 VILLAGE OF WESTCLAY, WATER PERMIT . NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latcst 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 sewer shall be installed in accordance with ASTM 2321 for pve pipe and the Uniform Plumbing Code for the State of Indiana. All installations 5h1a] 1 be in strict compliance with pertinent City of Camlcl ordinances. Back Water check valves shall be installed in accordance with City Code Sd:tion 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 "ODen trench" insnected and anproved bv the Camlcl Scwer Denartment before any backfillini! 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 pennitted to enter the public sewer. I Sewer insnections should be reauested at (317) 571-2648 one to four hours in advance. I 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 ~trcet mllst he Cllt. n scnnmtc street Cllt nermit ."hall he ohtainerl. I I APPLICANT NAME: TONJA GROCE PAYMENT RECEIVED BY: 3 Clrhl M FEES: $1.310.00 SF Residential '/53792007 Regional Waste. District 1 SANITARY SEWER PERMIT INDIVIDUAL LOT / EXISTING BUILDINGS Permit Type Final ,Lift Station 19 Village of West,Clay Station Treatment Plant MIX Subdivision Village of West'Clay Section Number 6002 Builder Ryland Honies Parcel Acreage Employees Square Footage Invoice Number Lot'Number 968 Address Number 12687 Street VanderhorstSt City Carmel Zip Code 46032 County Hamilton Plan Review and Inspection Application Fee EDU Fee Interceptor Fe,e Fie,es Due $100.00 $1,650.00 $1,750.00 PLEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Towhship.Regional Waste District (see reverse) and any conditions noted below. All installations shall be inspected by District personnel during "open trench" phase ancl before backfilling with stone to twelve inches above:.thepipe. 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 leitel ofthe nearest downstream nianhole nor for laterals "which are extended beneath driveways or sidewalks. The permit holder (property owner, developer or builder) wiH be responsible for damages to the District's sewer system. Thisinclu>les 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 844c9200 24 hours in advance. All new construction will be placed on billihg six. months after connection has been made orwhen water is,connected, whichever comes first. Up VWC-133 VWC-132 Down W W The'buildihg has a. 'Grease "['rap No Slab Foundation No Lid Elevation 905.97 It 904.62 It Giit Interceptor No' Crawi.Space 'No First'Floor Elevation 909.30 It 909.30 It Grinder Station No Basement Yes Basement Elevation 899.30 ft 899.30 It Calculation- is based O? both Manhole' Lid Elev€Jtions and the e/~vation of the First f../Of?( LW_'M",.,".,~~.~~_L._,__m".____~':~~J' Per Ordinance 9-13-g9and the elevations provided, the substructure shall be plumbed by: Plumbed with Grinder Pump . . Installed ~'. The District. reserves theTight 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 Two. sets of pians 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 s.tarts on manhole-core drilling or cuts of active lines All Disttict fees will. be paid .in full. Approval'pending Districts review of plans. ~ \\\O\AN~ '1i4,ff, . 0 ~ ::P~:::aa:::~~:i~ ~::~::~:a~~::opriate county or ci~~~enCrRIA I ~ \ Fats, Oils and Grease Facilities will abide by District'stanb~rds Vv'D-: . & ~ .n ^~ '10 ., ~ ,t;;;)~ "'''G/ONAl WA~~ By signing b~low, I attest th:t I am f~iar wi.ththe District's sp!=!,cifi~ tiOf!S ah,d agree to accept responsibility fot all workdone-und~rt~is pirmit. BUilder / ()wner Signature ./OK '. Phone Number?)t( t / MI u)J.-- '""""",= . ~'(,Lr ""'. APJ:kc>_~y ron:, , <elt"".,...o,'::'o, Adminis!,,"on & C.slome, Sendee Permit Date 5117/2007 Revised 4/26/07 Permit is valid for.ONE'YEAR from the date;ssued. Permit valid only with CTRWD seal in red ink. ~.., Schneider Note: I This drawing is bosed on construction pIons or record drawings, and ;s not bosed upon 0 field survey. The Schneider ~orporotion does not warront the accuracy or sufficiency of this informotion. Contractors should verify existing conditions prior to any construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation immediately; 10111n9 to do so results in the contractors assumption of aU liability. The Schneider Corporll.Uon B901 0Us Avenue Historic Fort Harrison lndJAnapolla, lndJAna 46216-1037 317-826-7100 317-626-7200 FAX ED,lneeriDa Sun'J!D41 Landscape Architecture GIS .us GeoIoU this Plot Pion Prepared For: R.H. of Indiana Lot # 968 , containing 6,250 S.F.:!:, in VDlage of Westday Section' 6002 INSlR. , 200500080673 PC 3, SUDE 791 HamUton County. Oay Twp Sec 19, TIaN, ROJE 12687 Vonderhorst Street (50'R/W) Carmel, IN 46074 Prepared Dote: 05/08/07: By. AMA Proposed Buyer(s}: INVENTORY Note: The basement elevotion, depicted hereon, has been determined and based on the pod grades and/or contours taken from the construction plans fO( this subdivision. Unless stated, no Informotlon obout fluctuating water tables, son conditions, Of soil t)pes hos been provided 0( stated on said plans. This lot is located near a body of water. Lot Of soU conditions moy 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 Of if other known water elevation or sons conditions ore present. Investigation and any remedial procedures Is at the discretion of the bund<< to determine and toke apprapriate steps of action. If any ground woter is encountered during excavation the bunder Is encouraged to contact The Schneider CorpOfation to discuss possible courses of action. Plot Plan Legend [QQQ]J Proposed Grades 000.0 Existing Grades __ 000.0- Contour Grade * Approx. loteral location - . - Sanitary Sewer lines - 81' - Storm Sewer lines - 1,/ - Water Service lines - - - - - - - Sub-Surface Drain lines o Manhole (Sanitary or Storm) . Beehive Inlet (Storm) l1li Curb Inlet (Storm) D End Section (Storm) .... Fire Hj<lront - 000 - 000 - Flow line of swole Building Line (BL / BSL) - - - - - - - Easement line Note: Sump pump(s) to be placed by builder os needed. Detail of Groundl Storm Water flow pattern for individual lots. Community Restrictions: Side Yord = 5' MIN (ONE SIDE) Rear Yard = N/A Aggregate = 20~ LOT \\10TH, MIN. 5' ONE SIDE Zoning = S1 rm -M-I -~-I Note: Sanitary Sewer Top of Costing Information Upstream Manhole, TC= 905.97 Downstream Manhole, TC= 9D4.62 per record drawing Vb07.0073104 Lot # 968 R.H. of Indiana Finished Floor Elevation Information TBM at face of curb=9D4.5 TBM at alley=9D5.4 Note: Bunder to ensure positive drainage away from structure(s). 4:,0. ~ ~I ~( ~ TYPICAL SWALE SECTION ~ ~ =J0l= ~ Proposed Grode at Swale=906.3, hi9h side Garage FFE at weotherlip=9D9.3-2.54=9D6.76 Residential FFE=906.3+3.0=9D9.3 Basement FFE=909.3-10.D=899.3 SIR. # t33 TC=905.97 PER RECORD ORA\\1NG Note: The contractor is to maintain 0 minimum distance of ten feet (10') between the sanitary sewer and water line laterals. Assumed North Scale: 1- = 30' Ground Cover Calculations: Drive = 438 SF t Public Walk = 250 SFt ;:0 Private Walk =39 SFt ~ fT1 Hj<lroseeding =N/A SFt REE ~ Sod = 302 SYt, entire yard. 1fIID~ Sidewalk to be placed ~ ~~ flush from property Hne, :::u I" , ::c ~ 5.5 from bock of curb, 0 ~ per plan. :::0 U1~ U1 '" -< ... C>~ U1 m ::d fT1 fT1 -< i:i: "" Q 42.38' 4.38 ;gj"! "'''' ."." ;c ~ .,,- >"< =x 0<;. ;--l 16.00 ~ 1::: .00' ~'---~~ . .16.00 liO"l'41~;:;1 -8 8J- i::: .16. 1::: ~li!'" 1Ojl::>i ~~~ > m !(1 z - ~~ i'J >1~ 8 ?l; B ~ m 38.36' 24.00' 29.0' B-B . I I, 36.75' ? 7.r.,' ~ .....15.25'.~ ~ NOTE: MINIMAL TOLERANCE PRESENT ON THIS LOT The home location shown hereon has minimal tolerance for placement of said home due to ils proximity 10 setback fines and/or easement lines. While not required, it may be advantageous that the builder have the foundation pinned after the footing is poured to help ensure that the improvements do not encroach upon such lines. SIR. # 132 TC-904.62 PER RECORD ORA\\1NG FLOOD HAZARD STATEMENT CERl1FICA l10N ,\1\1\\\\\1111111111/11//// ~.,,\\ c: L /> "4'% # ~J ....".'.... v,fl0~ # ~ ,,'~G \5 T E: ~~"" o/',....o~ g<::::'/.Qc No. 0.........<'% I ! 50303 ) I % . STATE OF .... Z ~ /"', " ~ ~(~ ",:.IvDIA~!:"" ~~ % ~ ..S....U..ii.~i ( '\ "#' Note: (primary areas - Westelay) ~t'l/' 1\ '1 \. ':\\~~ Max. height: 3D' location of utilities on plot plan 1'1111/II/IItJII\II\\\\\\\\\ Build-up line: 2 stories are general locations per plan and tv Max. coverage: 50% should be verified in the field. ~, l Area of water top to be restored All service laterals - \ ~ . to its' original condition prior to crossing at curb are construction. stamped: SA= Sanitory Sewer This drawing is not Int ded to be represented as a retracement or SS= Subsurface Drain original boundary survey, a route survey, or 0 Surveyor Location Report. W= Water Flood Ha'zard 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 #180081 0205 F for the City of Carmel. Indiana dated February 19, 2003. Note: (secondary areas - Westeloy) Max. height: 35' on lots 100' and larger (to eve line) 30' on less than 100' Max. coverage: 50% Pod elevation shown is p~r plans and is not the os-built i elevotion. Granular back fill suggested under driveway at sanitary sewer laterol trench, water line trench and any other excavated areas. (If situation occurs) I 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. Area of water top to be bock filled with granular material to within lO- af tap of curb. Note: Per Carmel zoning ordinance 26.1,1 : The residential district limits height to twenty-five feet (25'), however 0 dwelling moy be increased in height to thirty-five feet (35') provided the side and rear yards are increased on additionol one foot (1') for eoch one foot (1') the structure exceeds the first twenty-five feet (25') in height. SIGNA lURE : DAlE: SIGNA lURE REPRESENTS CON~RMA nON OF RECEIPT OF PLOT PLAN BY CUSTOMER.