The URL can be used to link to this page

Home My WebLink About07050043 Receipts/Permits Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: plux COpy # 1 Sec:28 Twp:18 Rng:3 Sub:B62 Blk:v02-B Lot:309 PARCEL ID ........: ZB62309 DATE ISSUED.......: 05/10/2007 RECEIPT #. . ..... . .: 25035 REFERENCE ID # .... 07050043 SITE ADDRESS...... 1967 CHELMSFORD ST SUBDIVISION ......: VILLAGE OF WESTCLAY CITY .............: CARMEL IMPACT AREA ......: OWNER ............: STAN & SANDY HURT ADDRESS ..........: 1967 CHELMSFORD ST CITY/STATE/ZIP ...: CARMEL, IN 46032 RECEIVED FROM....: CONTRACTOR .......: COMPANy....... ...: ADDRESS.......... : CITY/STATE/ZIP ...: TELEPHONE... ...... WOODALL CONSTRUCTION LIC # WOODCON WOODALL CONSTRUCTION SERVICES P.O. BOX 807 ZIONSVILLE, IN 46077 (317) 574-1944 FEE ID UNIT ---------- ------------- IRESELEMTR FLAT RATE IRESFINAL FLAT RATE IRESFTSLB FLAT RATE rRESFTSLB+ FLAT RATE :RESROUGH FLAT RATE 'RIF FLAT RATE ESC/O FLAT RATE ESSINGLE SQUARE FEET JTAL PERMIT : ,THOD OF PAYMENT 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 0.00 1. 00 55.50 0.00 55.50 0.00 10,878.00 1491.80 0.00 1491.80 0.00 ---------- ---------- ---------- ---------- 3095.80 0.00 3095.80 0.00 AMOUNT NUMBER ---------------- mCK 3095.80 8190 TAL RECEIPT : ------------ ------------ 3095.80 I Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: COPY # il~, Sec:28 Twp:18 Rng:3 Sub:B62 Blk:V02-B Lot:309 PARCEL ID ........: ZB62309 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 05/07/2007 24997 07050044 1967 CHELMSFORD ST VILLAGE OF WESTCLAY CARMEL STAN & SANDY HUNT 1967 CHELMSFORD ST CARMEL, IN 46032 WOODALL CONSTRUCTION LIC # XUPGEXC UPGRADE EXCAVATING 4960 E. 216TH ST. NOBLESVILLE, IN 46060 1. 00 AMOUNT PD-TO-DT THIS REC NEW BAL ---------- ---------- ---------- ---------- 1310. 00 0 00 1310. 00 O. 00 ---------- ---------- ---------- ---------- 1310. 00 0 00 1310. 00 0.00 NUMBER 8186 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07050044 Date: 05/07/2007 PARCEL ID #: ZB62309 LOT & SUBDIVISION: 309 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 1967 CHELMSFORD ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: WOODALL CONSTRUCTION CHECK #: 8186 EXCAVATOR INFORMATION: Name: UPGRADE EXCAVATING Ph. #: Fax #: Email: Street Address: 4960 E. 216TH ST. NOBLESVILLE, IN 46060 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERlWATER PERMIT Special Notes/Conditions: LOT 309 VILLAGE OF WEST CLAY, WATER PERMIT . NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 ofJatest revision; or vitrified clay pipe, meeting ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permined in writing. The sewer shall be installed in accordance with ASTM 2321 for pve pipe and the Uniforn1 Plumbing Code for the State of Indiana. All installations shall be in strict compliance with pertinent City ofCarmc] ordinances. Back Water check valves shall be installed in accordance with City Code Section 9-] 22(a), and sections P3008.1 and .2 of the International Residential Code. All building sewers shall be (," diameter. All installations shall be "ooen trench" inspected and unoroved bv the Carmel Sewer Deoartment before anY baekfilline: 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 insoeetions 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 inslalJing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. Ifany street must he ClIt. a senarate street cuI nem,it shall he nhtaineci. APPLICANT NAME: DALE WOODALL PAYMENT RECEIVED B~~~ ~ FEES: $1,310.00 .~ Regional Waste District SF Residential 145712007 SANITARY SEWER PERMIT INDIVIDUAL LOT / EXISTING BUILDINGS PermitType Final Lift Station 19 Village of West Clay Station Treatment Plant MIX Subdivision Village of West Clay Section Number V02-B Builder Woodall Construction 574-1944 Lot Number 309 Parcel Acreage Employees Square Footage Address Number 1967 Street Chelmsford St City Carmel Zip Code 46032 County Hamilton Plan Review and Inspection Application Fee EDU Fee $100.00 $1,650.00 Invoice Number Interceptor Fee Fees Due $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, castihgs, 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-D2D VWC-D2D Down 9 8 The building has a: Grease Trap No Slab Foundation No Lid Elevation 891.77 ft 892.89 ft Grit Interceptor No Crawl Space No First Floor Elevation 895.50 ft 895.50 ft Grinder Station No Basement Yes Basement Elevation 885.50 ft 885.50 ft Calculation is based on both Manl10Ie Lid Elevations ~nd the elevation of the First Floor L___~ 73_L~_~.~!."!J Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Plumbed with Grinder Pump Installed r u.Jrhe District reserves the,right to inspect all sump pump connections to ensure no illegal connections have been'made. \] vt/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 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 Approval pending Districts review of plans. ,\~o ~AMILT04' -i~~ C'o~ ~ ~ Copies of approved permits from appropriate county or cit~ ~gencies '~~D' "" No occupancy until further notification "; C\'?\~ to: Fats, Oils and Grease Facilities will abide by Di~trict standaZ~ IJ . '~~ . ,-"J' ~'" :5'ItIP REG\Q\\~\. All District fees will be paid In full. By signing below, I attest that I am familiar with the District's specifications and agree to accept responsibility for all work done under this permit. Builder / Owner Signature D~ W~ "'- Phone Number . . Printed Na~e __~)0-~1~~~~ Approved B/:_-=~................._.? ~ ~ Permit Date 5/7/2007 Candy J. Fellner, Director of Administration & Customer ,vice Revised 4126107 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal In red ink. Grou lnd SLlrv~yC)rs Jest Carmel Drive, Carmel, IN 46032 7.844.3333 F 317.844.3383 www.seagroupllc.com PLOT PLAN WAS 'ARED BASED ON <MA TlON TAKEN FROM IRD PLATS, SUBDIVISION IS, RECORD DRA~NGS PLANS PROVIDED BY H. IT IS THE 'ONSIBILlTY OF THE "RACTOR TO VERIFY SlIT JITIONS PRIOR TO ;TRUCTlON AND NOTIFY SEA GROUP LLC and I~CK OF ANY <EP ANCIES. .TlON OF UTILITY RALS ON PLOT PLAN GENERAL LOCATIONS PLAN AND SHOULD BE 'lED IN THE FIELD. .. lER TO ENSURE POSITIVE , AWAY FROM ICTURE. c: CONCREIT APRON TO :H EXISTING ALLEY c OF PAVEMENT 'ATlON MUD IN STREETS FROM :KS LEAVING LOT TO BE ,NED AT THE END OF i DAY. ..,I'! RAMP --" 05'.> " COMMONS ROSEBERY GREEN BLOCK "0" o o N \fl , FENCE TO BE USED lE NEEDED TO KEEP OFF OF STl<EETS AND OF STORM SE~RS. \ OF WAITR TAP TO BE (FILLED ~TH GRANULAR 'RIAL TO ~THIN 10" OF OF CURB. \ OF WAITR TAP TO BE ,ORED TO ITS' ORIGINAL )ITION PRIOR TO 5Tl<UCTION. SERVICE LA ITRAL 5SINGS AT CURB ARE APED SS= SANITARY ,R SD= SUBSURFACE N W= WAITR NOTE: (SECONDARY AREAS - ~STCLAY) MAX. HEIGHT: 35' ON LOTS 100' AND LARGER (TO EVE LINE) 3D' ON LESS THAN 100' MAX. COVERAGE: 50% NOIT: (PRIMARY AREAS - ~STCLA Y) MAX. HEIGHT: 30' BUILO-UP LINE: 2 STORIES MAX. COVERAGE: 50% NOIT: PAD ELEVATION SHOWN IS PER PLANS AND IS NOT THE AS-BUILT ELEVATION. 100.01 PRDPOSEO GRADE PER PLAN - GROUND WATER FLOW -""-""- SANITARY SEWER LINE -""-""- STORM SEWER LINE -WlR-WlR- WATER LINE ,_____uuuu__ EASEMENT UNE - - - - BUILDING SETBACK UNE LOCATION OF UTILITIES ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD BE VERIFIED IN THE FIELD. NOIT: SUMP TO BE PLACED BY BUILDER AS NEEDED. DENOITS LOCATION PER CONSTl<UCTlON PLAN DRA~NGS. CONFIRM BEFORE CONSTl<UCTlON OF 6" SANITARY LA ITRAL AND WA TER SERVICE LINE. 81 __I RAMP ct: \-:;: (/)" >- ct: ct: w - mla wen (/) a ct: .... <D <D " m ~ ill ~ ~ NOIT: BUILDER IS TO GRADE SIDEY ARD SWALE TO GRADES SHOWN ON THIS PLAN. IF BUILDER IS UNABLE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM PROPOSED STl<UCTURE, THE ENGINEER SHALL BE CONTACITD. BUILDER IS NOT TO DEVlAIT FROM GRADES SHOWN ON THIS PLAN WITHOUT THE CONSENT OF BOTH THE ENGINEER AND BRENWlCK. MINIMUM SETBACKS Side - 5 Feet or 8% Lot width @ B L (148') Rear 20 Feet ~% of lot width C B L (332') erty Description: umber 309 Village of Westclay, Section V02-B, an Addition in Hamilton County, la, as per plat thereof recorded as Instrument Number 200600042602 found in iffice of the Recorder of Hamilton County, Indiana. lie: 1"=30' :e: May 1, 2007 PLOT PLAN Prepored For: Woodall Construction Services, Inc. Residence 1967 Chelmsford Street NOIT: THE INFORMATION FOR THE ELEVATION DIFFERENCE BE~EN THE PRIMARY FINISHED FLOOR ELEVA TlON TO THE TOP OF BASEMENT WALL AND TO THE BASEMENT FINISHED FLOOR WAS PROVIDED BY THE BUILDER. GRANULAR BACKFILL SUGGESITD UNOER DRIVEWAY AT SANITARY SE~R LATERAL TRENCH, WA TER LINE TRENCH AND ANY OTHER EXCAVATED AREAS. (IF SITUATION OCCURS) NOIT: THE FINISHED FLOOR ELEVATIONS AND P AD GRADES OEPICITD ON THIS PLOT PLAN IS OPEN FOR REVIEW BY BREN~CK DEVELOPMENT. THE BUILDER IS CAUTIONED THAT SAID INFORMA TlON IS SUBJECT TO CHANGE. LOTH 24,189 I Drawn by: I Revised: DJR w ~ .. ~ o ~ I I I I I I I I I I I I I I I I I I n If) (J) BLOCK "A" COMMONS ~\\,"\II""'lll ~,''t~~!9...R/S'l',,,, ~ ~ .....<i,i:,\ STE: ;j{=..:!i' .::~., 'i' N G.. <; ~Q: .... 0 ' ~co i .. ~ * \ LS20200083 i - . . -; "0, STATE OF ... ... /". /" ~\ . '."" ~ -<1;;'..iNDIA"~"~<:) ~'';;D 'SUR~'-~"'.:i '111111I11\11'\\\ ~$