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Home My WebLink About07030205 Receipts/Permits (2) Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: COPY # plux IF-- Sec:29 Twp:18 Rng:03 Sub:ABB Blk: Lot:25 PARCEL ID ........: ZABB25 DATE ISSUED.......: RECEIPT #.........: REFERENCE ID # .... SITE ADDRESS...... SUBDIVISION...... : CITY... . . . . . . . . .. : IMPACT AREA... ...: OWNER ............: ADDRESS ..........: CITY/STATE/ZIP ...: RECEIVED FROM ....: CONTRACTOR .......: COMPANY ..........: ADDRESS ..........: CITY/STATE/ZIP ...: TELEPHONE ......... FEE ID UNIT QUANTITY USFWATCONN FLAT RATE TOTAL PERMIT : METHOD OF PAYMENT AMOUNT CHECK TOTAL RECEIPT : 1310.00 1310.00 03/30/2007 24632 07030204 12850 BIRKENSTOCK ST ABERDEEN BEND CARMEL SILVERTHORNE HOMES,LLC 6666 E. 75TH ST., #400 INDIANAPOLIS, IN 46250 SILVERTHORNE HOMES L LIC # XWILWAT WILSON WATER & SEWER 3015 S CHASE ST INDIANAPOLIS, IN 46217 (317) 788-6247 1. 00 AMOUNT PD-TO-DT THIS REC NEW BAL ---------- -------~-- ---------- ---------- 1310. 00 0.00 1310.00 0.00 ---------- ---------- ---------- ---------- 1310. 00 o. 00 1310.00 o. 00 NUMBER 0004828 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07030204 Date: 03/30/2007 PARCEL ID #: ZABB25 LOT & SUBDIVISION: 25 ABERDEEN BEND ADDRESS OF CONSTRUCTION: 12850 BIRKENSTOCK ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: SILVERTHORNE HOMES L CHECK #; 0004828 EXCAVATOR INFORMATION: Name: WILSON WATER & SEWER Ph. #: (317) 788-6247 Fax #: Email: Street Address: 3015 S CHASE ST INDIANAPOLIS, IN 46217 Bond Expiration: PERMIT TYPE: USEWRWATR SEWERIWATER PERMIT Special Notes/Conditions: LOT 25 ABERDEEN BEND, SEWERIWATER . NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 oflatest revision; or vitrified clay pipe, meeting; ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials arc 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 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 "opcn trench" inspected and approved bv the Carmcl Sewer Department bcforc anv 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 arc made at least 24 hours in advance. jAil plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any dtreet must he cut. a senarate street cut nermit shall he ohtaineo_ 1 APPLICANT NAME: JOCELYN ZELLERS PAYMENT RECEIVED BY: 'fhrrn ~ FEES: $1,310.00 Regional Waste District SF Residential 132992007 SANITARY SEWER PERMIT INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Lift Station 23 126th Street Station Treatment Plant MIX Subdivision Aberdeen Bend Builder Silverthorne Hornes 1 Lot Number 25 Address Number 12850 Street Birkenstock 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 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 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 ABB-I0B ABB-I07 Down The building has a: Grease Trap No Slab Foundation No Lid Elevation 916.09 ft 917.26 ft Grit Interceptor No Crawl Space No First Floor Elevation 919.30 ft 919.30 ft Grinder Station No Basement Yes Basement Elevation 909.30 ft 909.30 ft Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor r---~-i21l-~~-~2.041 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Plumbed with Grinder Pump . Installed ~ The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made. C: 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 -_. -.~ -.- Fats, Oils & Grease No Manhole Core , Two sets of plans showing at least one sanitary manhole and top of casting elevatio" I 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. By signing below, 1 attest that I am familiar with the District' specificati ns and agree to accept responsibility for all work done under this permit. Builder I Owner Signature I '.t I VI Phone Number Printed Name O()dliThva~iQ/r 3);.8/07 Revised 2/28/07 Approved B~n~" "' Mam""",.lion & Cus/amer Service Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. Permit Date ....3126~ Note: This drowing is bosed on construction pions or record drawings, and is not bosed upon a fieid survey. The Schneider Conporation 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 Plot Plan Legend Schneider Conporation immediately; falling to do so results This Plot Pion Prepared For: SDYllrthome Homes []QM] Proposed Grades in the contractors assumption of all liability. Lot # 25 ,containing 15,264 S.F.:!:, in _~~:~_ ~~i~u~ g~~~:s Not~ Aberdeen Bend SubdMslon * Approx. -Loteral Location The bosement e1evot1on. depicted h...... ho. boen d.term.ed Olld Sectlon # 1 - . - Sanitary Sewer Lines bosod on the pod grades ood/rx contours token from the: _" _ Storm Sewer Lines ""..tnlctloo pion. frx thb 1Ubd1>l1Joo. UnJ... .toted. no .famou.. INSlR. # 200500066134 _ " _ Water Service Lines about ftuctuotilg wot.. tabl", soD 'ondltion~ rx soU t)llea ho. Book # 3. Page # 739 _ _ _ _ _ _ _ Sub-Surface Drain Lines boen pro>1dod rx .toted on so~ ~on& Thb lot b locoted noar 0 HamBton County" Clay Township . Manhole (Sanitary or St....lll'lY of wot... lot rx soD condition. moy requlr. thot the bosoment . Beehive Inlet (Storm) ~ '~6or e1.vution be held 2 foot above namd pod e1.'IOtIon. Sit. 12850 BIRKENSTOCK STREET (SO' R/YI) IIlII C rb I I t (St) Investigotion moy be needed W woter I. en_toned during, the Carmel '~032 u n e (orm) excavation process or If other known water e1eYOtlon or soUs . IN "" D End Section Storm con~tion. ors pr....t Investigou.. ond my rsmedlol procedurea I. Prepared Dote: 03/02/07: By: KAG ... fire Hydront ot the disaetion of the buDder to determln. end toke app!oprlot. - 0 0 0 - 0 0 0 - Flow Llne of swale steps of action. If any ground water Is encountered during: OXCGvatlon the buBder Is encouraged to contact The SchneIder CorpQrotkln to dlsaJss possible cou~ of action. LOT# 25 VB07.006tr210 ~ 4-8.13 =~= ~H"07 qrl-U 0 T~ PER PlAN Assumed North Scale: l' = 30' , , , , , \ , B-B \ ~ ~ \\&~ \ \ ~ \~t & \ \~~ ~ \ \ \"9::: \ \ ~"~\ \ dl -~ \ \ .~ v/\\ " Q\~ \ \"9-\\. \ 4.0' \ ~ PER PlAN\(]) \ of'. ~ \. ~_ \ ~ \t I."" \~ \....:<\ '\ \'2< \\.:...A \ \~ \, ,cf1 \ ~~.. Scmeider Tho Sclmeider Corporation 89010UJAnlDl1e B!JtcrIororlBarrisoD lntll_n_pnlill, Indiana ~8-1037 317-B26-71oo 317-828-7200 rAX Community Restrictions: Side Yard = N/A Rear Yord = 25' Aggregate = 3D' Zoning = S1 Silverthorne Homes Pad Grade = 917.8 per plan Pad Grode + 1.0' = Garage m (918.8) Garage m + 0.5' = Resldentiol m (919.3 ) Residential m - 10.0' = Bosement FFE (909.3 ) Driveway Slope = 2.5:; Note: The garage finished floor elevation is 1.9' above the curb at the drive, per plan. Ground Cover Calcuiotions: Drive = 1.342SH Public Walk = 438 SFi: Private Walk =205 SFi: Seeding = 5.647 SFi: Sod = 5,812 SFi: , to the reor of home. ca "'-\, ~~ ~~ ~<; <{!-. . ..... InalneerIni Sun.,m, LelIdJcej>e- GIll.1lll GeoIot1 Note: Sonitary Sewer Top of Casting Information Upstream Manhole, TC= 916.30 Downstreom Manhole, TC=917.40 per plan. Note: The contractor Is to maintaIn a minimum distance of ten feet (10') between the sanItary sewer and water line laterals. NOTE: SLMP PUMP(S) TO BE PLACED BY BUILDER AS NEEDED. ~ Note: Builder to ensure positive drainage owoy from structure{s). FLOOD HAZARD STATEMENT CERTIFICATION I I ^,\\\\\\\\i11I1I1/U/fIIII/, I #,"i~ L &~~ ~~~\ ........... ;.I)h~~ $S It.:~ .., 5 T~ ...'r0. ~ ~ ~ ...tG\ --I?i-."" ~~ ~t-o... /Q;- No O".;<>~ f~' 50303 ) , :a ~ : .2: % .... STATE O~ .... iff ~ /"'.. ..... g;; ';a;~ ..f,,;'/"'OIAtll'... ~'*' ~ 7/;27"..............( '\" #' ~//, SUR~ \.~~ WII/f/fll/IIIIII\\\\\\\\\\~ 1.:>-:- l , f-ri This drowing is not intended to be represented as 0 retracement or original boundary survey, a route survey, or a Surveyor Location Report. FLOOO HAZARD STA lEMENT The accuracy of any fiood hazord data shown on this piot plan Is subject to map scaie uncertainty ond to any other uncertainty in location or elevation on the referenced flood insurance rate mop. AlL of the within described land DOES NOT UE within that special flood hazard zone A as said lond plots by scale on community-panel # 180080 0205F of the flood Insuronce rate maps for Carmel, IN (mops dated Feb. 19, 2003).