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Home My WebLink About04120053 State Release CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 04120045 Date: 12/09/2004 PARCEL ID #: ZSTP268 LOT & SUBDIVISION: 268 STANFORD PARK ADDRESS OF CONSTRUCTION: 13418 GOLDEN GATE DR WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 08658 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 268 STANFORD PARK. WATER CONNECTION PERMIT. . NO NOTES' I 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 shaH 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 P3008.1 and.2 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall be "aDen trench" insoected and aooroved bv thc Carmel Sewer Deoartment before anv backfillin!:! is done. Non- compliance may result in digging up the sewer installation and/or denial of future sewer permits and/or denial ofwatcr connections. No footing or foundation drains or other sources of ground water or storm water shall be pcrmittcd to enter the public sewer. Sewer insoections should be reauested 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'S OFFICE. [[any street must he cut. a senarate ."treet cut nermit snall he ohtainerl. APPLICANT NAME: TONJA ~JVv l PAYMENT RECEIVED BY: FEES: $1,310.00 Item 2 of 7 CITY OF CARMEL PERMIT RECEIPT OPERATOR: COPY # See: Twp: Rng: Sub:STP Blk: Lot:268 PARCEL ID ........: ZSTP268 DATE ISSUED.......: 12/09/2004 RECEIPT #.........: 16919 REFERENCE ID # ...: 04120045 SITE ADDRESS ...... 13418 GOLDEN GATE DR 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 # XA-ISUP A-I SUPERIOR EXCAVATING 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 (317) 898-0767 USFWATCONN FLAT RATE TOTAL PERMIT : 1. 00 AMOUNT PD-TO-DT THIS REC NEW BAL ---------- ---------- ------~--- ---------- 1310.00 o. 00 1310.00 0 .00 ---------- ---------- ---------- ---------- 1310. 00 o. 00 1310.00 0 .00 FEE ID UNIT QUANTITY CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER PERMIT . [X ] Conditional Permit [] Final Permit INDIVIDUAL LOTS/EXISTING BUILDINGS Project Title: Michigan Road Location: Stanford Park see 3 block 1 Owner/Builder: Ryland "L-(,.' /"1..~Y-Vr '" () f- Lot# m 2' d' r' Street address: 1'1+1 D Golden Gate Dr City: VY'lstfield Zip:46074 ~.- ....",-.-- ""'."'" " ----=--~ <:;", Cour;:Y: Hamilton ~ ,- -" ~-~ ~ -1- EDU Fee: 1,200.00 Application fee: 75.00 Interceptor Charges Paid: PRI: LOC: 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 sand or stone to six 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 Iiabilitv for drains which are below the qrade 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. ~ District will inspect all sump pump connections 30 to 60 days after the lateral inspection has been completed. tI (I have received a copy of Ordinance No. 9-13-99 and agree to follow all District standards. Building has a [ ] crawl space [X] slab or [ ] basement that [ ]will be finished, [ ]rough-in plumbing with qrinder pump installed during construction, [ ] rough-in plumbing only and qrinder pump will not be installed during construction, [ ] no plumbing in the basement. (Please check appropriate box.) Builder will notify the District office when the qrinder pump installation is completed. tI ( Conditional Permit Terms: [X] 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 and District inspector must inspect all work before covered. [ ] All District fees will be paid in full. [ ] Approval pending Districts review of plans. [ ] Copies of approved permits from appropriate county or city agencies for work in the right-of-way road cuts or are required. [ ] No occupancy until further notification [ ] All Conditions have been met and final permit issued 2004. Permit issued this 1" day of December, 2004. P'7VYEAR 'rom., "''' ,=" ~andY J. Feltner Director of Administration & Customer Service sv .Ym; 2 site plans submitted Permit valid only with CTRWD seal in red ink. Permit-rev.01/03/akn 0 t:J I <( ---!I 0 F'= ~ I CD ~ 0:::: < 38.76' ~ 001 c... >- RE~[)(NCE IS 00 OR NEAR PROPERTY UNE ~I -' l5 ....... "'I W < <<>- :c 0- ~Q;;~La.J I Z c... '" N X 0:::: V> Ll") ffidolda5 < .,; .... 0 ~ "" c c;; I "0 30.5' g~::::Ei:iJ N W m ..,.J(.f')fl:et:: I --.J 38.76' . -t > RE~O€NCE IS 00 OR NEAR PROPERTY UNE - W 30.0 ....... 0:::: :::r:: ~-- 0 (/) R.D.E. ~., Scmeider The Schneider Corporation 6901 0Us Avenue Historic Forl Harrison IndianapollJ. Indiana 462l6-1037 317-626-7100 311-828-7200 fAX EDgiDeeriD& Surveying Landscape Architecture GIS .IJS GooI..,. Plot Pllll Prepared for: R.H. of Indiana BLOO< 1 Lot # 102, contaililg 2,028 S.F.t. il Stanford Park Sectllll # J Instrument # Unrecorded P.c. # X. Slide # X Clay Twp. HamDtlll County See 20. 129N. RJE !;?If/eGOLDEN GAlE DRIVE (24' RjW) Prepared Date: 11 /18/2004: By: NAA Proposed Buyer(s~ SPEc. Plot Ploo leqend Community Restrictions: Side Yard ==3' min. Rear Yard = N/A Aggregale = 6' (S.H.) ~ Proposed Grades 000.0 Existilg Grades _000.0- Contour Gfode * Approx. Laterollocatlon -. - Sanlta;' Sewer liies -.- Storm Sewer U189 -w-WaterServiceUnes - - - - - - - Sub-Surface DraIn llnes . lJanhcle (Scnitary or Storm) . B...i..lnlet (Slann) iii Curb Inl.t (Slann) D End SecU., (Stann) ... Fh H)dront - ... - ... -flow Line or swaM - Buld"9 Uno (BL / BSl) ------- EosementUne Sanitary Sewer Casting Information Upstream Manh~e. TC= 916.90 Downstream Manhole, TC= 916.40 per pion Finished Floor Elevation Information Pad Grade = 916.9 per plan Pad Grade + 0.7' = Gorage FFE (917.6) ~(Sio~)3arage FFE + O.S' = Residential FFE (918.1) Sod Calculations: Dri.. = '9S SFt Private Walk = 189 SF::i: Sad = 96 SYt . wh~. )Ord Note: The contractor is to maintain a minimum distance of ten feet (10') between the sanitry sewer and water line laterals. 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 (3S') pravided Ihe side and rear )Ords are increased on additional one foot (1') for each one foot (1') the structure exceeds the first twenty-five feet (2S') in height. 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 discreponcy found on this drowing should be reported to The Schneider Corporotian immediotely, foning to do so results in the contractors assumption of all liability. Note: BuDder to ensure positive drainage away from structure(s). Lot # JB) ZG8' Vb04.0026098 DetaD of Ground/ Storm Water flow pattern for individual lots. t I I \ I I ,x=:C I I \ ,I ~ ~ <=>li3.<=> ~ Assumed North Scale: I" = 20' . ~I E ~ TYPICAL SWALE SECTION NOTE: THE WITHIN PLOT PLAN WAS PREPARED AT THE CLIENT'S REQUEST WITHOUT BENEFIT OF A RECORD PLAT. THE CON1RACTOR AND/OR BUILDER HAS BEEN CAUnONED THAT THE DEPICTED LINES SHOWN HEREON ARE SUBJECT TO CHANGE. TC=916.90 PER PlAN I~ < >- :z L.U :::0;; L.U W V> f--~ <(v> c...')t;] '" '-" L.U z;:;;- Wt;] 0'" --.J~ 0.- c...') .< "" '-' o -' CD IHC=916.40 ~ER PlAN