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Home My WebLink About07060165 Receipts/Permits CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICATION For: Rc.~idcnrial New Stmcwrcs, Additions, Remodels, & Acccs,wry Buildings Permit #: 07060165 Date: 06/26/2007 , , , PARCELlD #: ZB62974 LOT & SUBDIVISION: 974 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 2456 BUCKLAND ST Township?: 18 Zoning: PUD PROPERTY OWNER INFORMATION: Name: RYLAND HOMES Ph. #: 3178462962 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 #: Street Address: 9025 N RIVER RD #100 Plumber's Name: EARL GRAY (& SONS) Codes for Project: IRC PERMIT TYPE: RESSINGLE Water Service by: CARMEL Sewer Service by: CTRWD Foundation Type: BSMT Manufactured Trusses: Y Porch: Y Square Footage: 4860 Model Home: (317) 846-4224 Email: MENGLAND@RYLAND.COM INDiANAPOLIS, IN 46240 RESIDENTIAL SINGLE FAMILY DWEL County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $270000 Sump Pump: Y Deck: Early Release ILP: N Special Notes/Conditions: LOT 974 VILLAGE OF WESTCLAY, SINGLE FAMILY HOME . NO NOTES' This permit is wlid only if construction commences within one (I) year of the date of issuance of the State Commercial Design Release. All construction must be completed (C/O issued) within two (2) years of the issuance datc. I, the undersigned, agree that any construction, reconstruction, enlargement, relocation, or alteI'Jtion of a structure, Of any change in the use of land or structures requested by this application will comply with, and conform to, all applicable taws of the State of Indiana, and the ~Zoning Ordinance of Carmel Indiana - 1993~ (2-289) and amendments, adopted under authority of J.e. 36-7 et seq, General Assembly of the State of Indiana, and all Acts amendiltory thereto, I further certify that only kitchen, bath, ilnd Onor dmins are connected La the s;mitary sewer. I further certify that the construction will not be used or occupied until a Certificate of Occupal1cyhas been issued by the Department of Community Services, Carmel, Indiana. APPLICANT NAME: R.L. FEES: RES ELECTRICAUMETERB. RES FINAL 57.50 RES FOOTING & UNDRSLB 2ND REQ'D FOOT/UNDSLAB RES ROUGH-IN PARK & REC. IMPACT FEE RESIDENTIAL CIO SINGLE FAMILY DWELLING GROCE 57.50 57.50 57.50 57.50 1261.00 55.50 890.00 Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: vdolan COpy # 1 Sec:29 Twp:18 Rng:03 Sub:B62 Blk:6002 Lot:974 PARCEL ID ..... ...: ZB62974 DATE ISSUED.......: 06/26/2007 RECEIPT #..... ....: 25526 REFERENCE ID # .... 07060165 SITE ADDRESS ...... 2456 BUCKLAND 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 # 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 57.50 0.00 57.50 0.00 IRESFINAL FLAT RATE 1. 00 57.50 0.00 57.50 0.00 IRESFTSLB FLAT RATE 1. 00 57.50 0.00 57.50 0.00 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 4,860.00 890.00 0.00 890.00 0.00 ---------- ---------- ---------- ---------- TOTAL PERMIT : 2494.00 0.00 2494.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 2494.00 13313 ------------ ------------ 2494.00 Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: plux COpy # 1 r Sec:29 Twp:18 Rng:03 Sub:B62 Blk:6002 Lot:974 PARCEL ID ........: ZB62974 DATE ISSUED.......: 06/21/2007 RECEIPT #... .. .. ..: 25493 REFERENCE ID # ...: 07060164 SITE ADDRESS...... 2456 BUCKLAND 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 USFWATCONN FLAT RATE TOTAL PERMIT : METHOD OF PAYMENT 1. 00 AMOUNT PD-TO-DT THIS REC NEW BAL ---------~ ---------- ---------- ---------- 1310. 00 O. 00 1310. 00 O. 00 ---------- ---------- ---------- ---------- 1310 .00 0 00 1310.00 0 .00 FEE ID UNIT QUANTITY AMOUNT NUMBER CHECK TOTAL RECEIPT : 1310.00 13274 ------~--~~- -------~---- 1310.00 i ! CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07060164 Date: 06/21/2007 PARCEL ID #: ZB62974 LOT & SUBDIVISION: 974 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 2456 BUCKLAND ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 13274 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 974 VILLAGE OF WEST CLAY, WATER PERMIT . NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SOR 35 of latest 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 sha!l be in strict compliance with pertinent City ofCarmcl ordinances. Back Water check valves shall be installed in accordance with City Code Section 9-122(a), and sections P3008.1 and .2 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall be "open trench" inspected and approved bv the Carmel Sewer Department before any backfillinQ is done. Non- compliance may result in digging up the sewer installation and/or denial of future sewer pcrmits and/or denial of water connections. No footing or foundation drains or other sources of ground water or stann watcr shall be permitted to enter the public sewer. Sewer inspections 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 arc made at least 24 hours in advance. All plumbers or contractors installing sewer (or water) lines shall havc a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any street must he CIIL a senamtc street Cllt nennit sh:1l1 he nhtainccl. APPLICANT NAME: PAYMENT RECEIVED BY: FEES: $1,310.00 ? 07YY\ ~ SF Residential 148212007 Regional Waste District SANITARY SE,WER 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 Homes Parcel Acreage Employees Square Footage' Invoice Number Lot Number 9.74 Address Number 2456 Street Buckland St City Carmel Zip Code 46032 County Hamilton Plan Review and,lnspection Application Fee EDU Fee $10000 $1,650,00 Interceptor Fee Fees Due ~ . " - ,. $1,750.00 PLEASE NOTE: .Installation of building sewer shall be per the specifications of the Clay Towns,hip RegionarWaste District (see reverse) and any conditions hoted below: All installations shall be'inspected by District personnel during "open irench" phase and before backfilling with ,stone to twelve inches above the pipe, NO footing orfoundation 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 lo'r 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 subje"ct 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 billing six months ,after connection.has been made or when' water is connected, whichever comes first. Up VWC~134VV VWC-133W Down Lid Elevation 904.63 It 905.97 fi . I Crawl Space No First Floor Elevation 909.20 It 909.20 It r GrindE" Station No Basement Yes Basement Elevation 899.20 It 899.20ft Ca/~l!fation isbasedon'b6th Manhole Lid E'evatiDnsa~ci the elevation,of the F.irst Floor .1'~"--4~5?]~'-- 3"."231 The building has a: Grease,Trap No Grit Interceptor No Slab Foundation No Per Ordinance 9.13.99 and the elevations provided, the substructure shall be plumbed'by: xPlumbed with Grinder Pump Installed I ff't. ~.{/~ The,District.reserves the right to inspect all sump p!,!mp connectio!,!s to ensure no illegal connections have been madEL ManholE'" shall remain accessible atall 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 FeesPaid No P.lan Review No Other Permits No No Occupancy No Fats, Oils & Grease No ManhoJe.Core Twq sets of plans showing arleast 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- sta"rts on manhole core drilling. or cuts of ~ctive line!? All District fees will be paid in full. Approval pending Districts review of plans. Builder / Owner'Signature By signing below, l,attest that I am. familiar with the Oist'ric '$'s~ecifications and agree to accept resp.onsibitity for all wo~k done;unaer this,p'~rmit. Phone Number Printed N<jme Approved By Permit Date 6/21/2007 Candy J: fel~ner.Di~ec r Revised 4/26/07 Permit isvalidfor ONE'YEAR from the date issued. Permit valid onlywith CTRWD seal in red ink. The Schne.Ider Corporation 8901 0UlI Avenue BiIlorIc Forlllarrilon IndlaJulpollo, IndlaJul mta-l037 317-826-7100 317-826-7200 FAX I Plot Plan Legend this Plot Plan Prepared For: R.H. of IndlOiia I]Q[[J Proposed Grades Lot # 974 , containing 6,490 S,F,:!:, 'n 000.0 Existing Grades VDlage of Weatclay _000.0- Contour Grode Section' 6002 * Apprax. lateral location INSlR , 20050008067J - · - Samtory Sewer. lines . - 81- Storm Sewer Lines PC J SUDE 791 - " - Water Service Lines H lit Cou t a .. - - - - - - - Sub-Surface Drain Lines am on n :y, ay ,wp . Manhole (Sanitary or Storm) Sec 19, llaN, ROJE . Beehive Inlet (Storm) 2456 Buckland Street (50'R/W) IllII Curb Inlet (Storm) D End Section (Storm) Cormel, IN 46074 A Fire Hydrant Prepared Date: 06/04/07: By: AMA - . . . - . . . - Flow Une of swole Pfoposed Bu.-'s): Scott A Coro - - Building L1n~ (Bl / BSL) 1"'\ - - - - - - - Easement line ~ _cJU>t LandJcopc Arcblt.ct.... GIS 'US GeoIocY Ground Cover Calculations; Drive = 808 SF i Public Walk = 250 SFi Private Walk = 39 SF t Hydroseeding =N/A SFi Sod = 360 SYi, entire yard. Note: Sanitary Sewer Top of Costing Information Upstream Manhole, TC= 904.63 Downstream Manhole, TC=905.97 per record drawing Sidewalk to be placed ~ ,. from property line, . ; g",fRt 5.5' from back of curb, - ., per plan. TYPICAL SWALE SECTION Community Restrictions: Side Yard = 5' MIN (ONE SIDE) Rear Yard = N/A Aggregate = 20% LOT \\10TH, MIN. 5' ONE SIDE Zoning = Sl R.H. of Indiana finished Floor Elevation Information IBM at face of curb=903.3 IBM at alley=905.5 Proposed Grode at Swale=906.2, high side Garage FFE at weotherlip=909.2-2.54=906.66 Residential FFE=906.2+3.0=909.2 Basement FFE=909.2-10.0=899.2 Note: The contractor is to maintain a minimum distance of ten feet (10') between the sanitary sewer and waler line loterols. FLOOD HAZARO STATEMENT CERTIFICA TlON ,,\1\\\\\\\11111111111111',,1. ~"" C. L /1 ~~ #' ~J.......:.....();P.0~ ff <,,~,,'{G \SNT ~ I?~'""""".....o% :;::::~",'q..'V 0 () '. ;<>~ , ( 50303 ..\ , : : ~ % .... STATE OF .... jff ~ <"2i>(1y DI A ~.!:.",'~ ff % '1J .S....U..O'\ c\': # ~/I. l\ 't \..\\~~ ~""IIIIIIIIIIII\\I\lII\\I " ~~.~ ROll CURB ;:;)7 .]UN 20 (~l~i.ii.: 1:3 Note: This drawing is based on construction plans or record drawings, and is not based upon 0 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 found on this drawing should be reported to The Schneider Corporation immediately; failing to do so results in the contractors assumption of aU liability. Note; The basement elevation, depicted hereon, has been determined and based on the pad grades GIld/Of cootours tokon from the conslruditl'l plons for this subdivisioo. Unless stated, no Informatioo about fluctuating water tablCll, sol condlUons. Of $()U t)'pCll has bcefl provided Of stated on Bold plans. This lot Is located nea- 0 body 01 water. lot or soil conditions may require that the basement floor elevation be held 2 foat abo~ normal pool elevation. SIte lnvestlgaUoo may be needed if water Is encountered during the excavation process or jf other known water elevation Of solis conditions ore present Investigation and any remedial procedures is at the discretion of the buRder to determine and take appropriate steps of action. If any ground water is encountered during excovatioo the builder 13 encouraged to contact The Schneider Corporation to diSClJ~ possible COUrs6S of actlon. ' Note: Sump pump(s) to be placed by builder as needed. Detan of Gl'oond/Storm Water flow pattern for Indi..,.;duallots. ^ Vb07.0074856 IJ Lot # 974 =~= I I I \ I I ,frl ,/7--{' I i; ;; ~ ~ PlERSOO A fRY&lISY RE~DENCE 5' WAlK ~ Note: Sunder to ensure positive drainage away from structure(s). ill ;; 10' [ ~ (903.55) 2~ B-B BUCKLAND STREET I ------ ------------~ 905.29 STR.fa 34 TC. OU3 --- PER RECORD DRA\\tNG 37.1' 31.1' COOC. DRIIf . 32.00' :!i m 8 lliREE CAR ~ GARAGE 0 10.00' . . '1.33' 1.33 C> 0 0 salEEN .~2."oo' C> '" ~ N.# ci POROi ~ l.n~- ~ -'f, n - 1 - 7.0' 7.3IJ... .1.00 7.0'- 15.33' 1.33 BSIolNT --- This drawing is not intended to be represented os 0 retrocement 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 #180081 0205 F for the City of Carmel, Indiana dated February 19, 2003. SIGNATURE : DATE: SIGNATURE REPRESUHS COORRYAnON OF RECEIPT OF PLOT PlAN BY CUSTOMER. 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') pro'vided the side and rear yards ore increased on additional one toot (1') for each one foot (1') the structure exceeds the first twenty-five reet (25') in height.