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Home My WebLink About07110025 Sewer/Water Permit/sItem CITY OF CARMEL 1 of 1 PERMIT RECEIPT Sec:20 Twp :18 Rng:3 Sub:STP 3ik:2A Lct:132 PARCEL ID ........: ZSTP132 DATE ISSUED.......: 11/05/2007 RECEIPT #.........: 26726 REFERENCE ID # ...: 07110024 SITE ADDRESS ..... SUBDIVISION ...... CITY .............: IMPACT AREA ...... 13680 SUNNYVALE LN STANFORD PARK WESTFIELD OPERATOR: plux COPY # : 1 , OWNER ......... ...: RYLAND HOMES ADDRESS ....... ...: 9025 N. RIVER RD. CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM . ...: RYLAND HOMES CONTRACTOR .... ...: LIC # XA-1SUP COMPANY ....... ...: A-1 SUPERIOR EXCA VATING ADDRESS ....... ...: 3143 ROSEWAY DR CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46226 TELEPHONE ..... ...: (317) 898-0767 FEE ID UNIT QUANTITY AMOUNT PD-T O-DT --- THIS REC ---------- I NEW'BAL ---- ------ ---------- USFWATCO_NN ------------- ----- FLAT RATE ----- 1.00 ---------- ----- 1310.00 -- 0.00 1310.00 . 0.00 UWATERTAP FLAT RATE 1.00 86.00 -- 0.00 ----- 86.00 ---------- 0.00 ---------- TOTAL PERM IT ---------- --- 1396.00 0.00 1396.00 0.00 METHOD OF PAYMENT AMOUNT - NUMBER ---------------- -- ---------- CHECK ------- --------- 1396 -- .00 13908 TOTAL RECE IPT 1396 .00 SCANNED CITY OF CARMEL/ CLAY TOWNSHIP J4tlINR Permit #: 07110024 ?NfATER / SEWER PERMIT / RECEIPT Date: 11/05/2007 PARCEL ID #: ZSTP132 LOT & SUBDIVISION: 132 STANFORD PARK ADDRESS OF CONSTRUCTION: 13680 SUNNYVALE LN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 13908 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax #: Email: Street Address: 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERINATER PERMIT tv Utestc.UnUMVrtD. LOT 132 STANFORD PARK, WATER PERMIT NO NOTES' The building rF Sewer Shall be pvc sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision: or vitrified clay pipe. meeting AS TM specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. 'I he sewer shall be installed in accordance with ASTM 2321 for pvc pipe and the Uniform Plumbing Code for the State of Indiana. Ail 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 sewer shall be 6" diameter. 111 installations shall be, open trench" inspected and approved by the Carmel Sewer Dcpa=cnt before 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 inspections should be requested aL (31'1 571=2648 one to four hour in advance. No inspections qr installations will he 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 street most he cut. a scpnrate street cm. ncrmii shall he ohmined. APPLICANT NAME: R.L. GROCE PAYMENT RECEIVED BY: FEES: $1,396.00 SCANNED 8 Regional Taste District, Residential SANITARY SEWER PERMIT 00690 INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type- --------- Final -------------------------- Subdivision - --------- Stanford Park ----------------------- - Section Number 2A. Lift Station ------ --- 23 126th Street Station ----------- ------- Plant Treatment MIX Builder Ryland Homes - Phone Number W-2-783- Parcel Acreage EDU in Gallons 310 Invoice Number Lot Number ------------ ------------------ 132 Address Number 13680 Street ----------------- ---------------- _Sunn vale Ln --------- ---- --- City ---------- ------- Westfield -------------------- Zip Code --------------- 46074 -------------------- County Hamilton Local Sewer Charge -------------------------- Plan Review and Inspection Application Fee $1010.00 EDU Fee $1,650.00 Interceptor Fee Fees Due 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 back-filling 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. The building has: USMH SFP-739 SFP1-701 DSMH Grease Trap --No Slab Foundation -- Yes - - Lid Elevation 916.22 it 916.9 it -------- - ---- - --- '---- GritInterceptor No - Crawl Space No - First Floor Elevation 917.9011 917.90 ft ---------- ---------- Grinder Station No Basement No Basement. Elevation Calculation is based on both Manhole Lid Elevations and the elevation of the, First Floor C_1. 1.00 ._1_68 I F7777 Per Ordinance 9713-99 and the elevations provided, the substructure shall be plumbed by: Not Applicable 77The District reserves the .right .to inspect all sump pump connections: to. ensure no illegal connections have been made. X- `Manholes shall. remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. Conditional Permit Terms: All conditions have been.met. Connection to the.sanitary sewer is now G_011 By signing below, I attest that I am familiar with the Builder I Owner Signature Printed Name ' je l (-/[ d and agree to accept responsibility for all work-done under this permit.: Number Permit Date 1115/2007 Revised 7126/07 Permit is valid for ONE-YEAR from the date, issued. Permit valid only with.CTRWD seal in red ink. SCANNED l SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses; buildings„etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only'one building may connect-to the sewer main per lateral unless otherwise approved by the District. 2. No foundation or other storm water. drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. 3. The existing sewer, line from the building to the septic tank may only be used if it is located under a building addition, patio, porcWor'paved ddliiewa-y. Air:test:is required'to show'ifacceptable for re-use: The property owner shall bear.the cost of all testing. The District inspector must be onsite for the duration of the air test. 4. The'owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to determine.compliance with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a second inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel inspection, an'additional fee of $100.00 will be due. This must be.paid prior to the time of the follow up inspection. 5. Property owners are.hereby advised that the County Board of Health regulates the operabon and maintenance of private sewage disposal (septic) systems. The County'Ordinance provides in part that, upon connection to a public sewer, a septic tank "...shall be abandoned (pumped clean) and filled completely with earthen material or stone in a safe and sanitary manner.' Please contact the appropriate County Board of Health for further information and to notify the department of the abandonment. 6. Acceptable Pipe Materials'. PVC PIPE: SDR'35 or SDR 26; ASTM D3034, SIX INCH PIPE PVC PRESSURE RATED PIPE: SDR 21, ASTM D2241, SIX INCH PIPE RESTRAINED JOINT PVC`PIPE (DIRECTIONAL DRILL): Yelomine SRD 21, ASTM D2241, SIX INCH PIPE (use only per approval of the District Engineer) GASKETEDJOINT& ASTM D3212 GASKETS: ASTIM F477 FITTINGS: SDR 26 or better (NO fernco's allowed) DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL: HDPE DR71 with Compression Fittings, Mechanical or Electrofused Joints CLEAN OUTS TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND FOR GRAVITY LATERALS NO MORE THAN 100 FEET APART. .7. Bedding Use Number 8 crushed stone or Number 8 fractured face, aggregate. Number 8 stone backfill material is to be placed from 6 inches below to 12 inches above the pipe. The trench should be a minimum of 18 inches wide (six inches on both sides of the pipe) 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D2241. Any proposed installation requiring pressure pipe'shall be reviewed and accepted by the District and the Districts engineer prior to installation. 9. Where a transition is made between SDR 35:pipe and pressure grade SDR 21, pipe, a ductile iron gasketed mechanical coupling shall be used. 10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met: No glued.pipe shall be installed outside three feet of building foundation walls. 11. Additional information on District standards•and specifications may be obtained from the District's office during business hours of 8:06a.m. to 4:30 p.m. Monday through Friday: All District standards can be located on our web site at http://ww .ctrwd.org/. Clay Township Regional Waste District 10701 College Avenue - Suite A Indianapolis, Indiana 46280 12. Septic effluent shall not be pumped out into the sanitary sewer system. 13. The District shall inspect ALL laterals. Please call the District office at844.9200 24 hours prior-to time of 14. Contractors shall lay 14 gauge-solid wire the entire length of the lateral. Wire is to be placed on top of the lateral. The.District inspector will verify placement of the wire. After inspection, bedding is to be placed on top. 15. Call before you dig. IUPPS 1-800-382-5544,48 hours prior to digging Revised 10/05107 ^? a a ,f1 n .H A' v ?, t ra, V The 9chridder Corponlim b¢oeerla` 8901 Due 1vm¢e 3uneyhtg Historic Port 9errteaa teadscaps kchiteelure heasepoa; htdlw 48218-1097 CH •119 317-820-7100 Geolop m? 317-829-7200 FIE clin This Plot Plan Prepared For R<H. of Lot # 132 , containing 6,600 S.F.t, Stanford Park Section ¢ 2A INSTP. 200600014565 PC 4, Slide 42 Clay Twp, Hamilton County Sec 29, T18N, R3E -13680-SUNNYVALE-LANE -(50'R/P) IN 46074 Prepared Date: 10/24/07 : By. WRW v Proposed Buyer(s): VISHAL TALWAR do PUJA SINGH Community Restrictions: Side Yard =3' min. Rear Yard = N/A Aggregate = 6 (Ei R.H. of Indiana Finished Floor Elevation Information Pad Grade = 916.7 per plan Pad Grade + 0.7' = Garage FFE (917.4 ) Garage FfE + 0.5' = Residential FFE (917.9) M.F.P.G. = 914.8 Note : The garage finished floor elevation is 2.1' above the curb at the drive, per plan. Grand Cover Calculations: Drive = 513 SFt Public Walk =194 SFt Private Walk =36 SFt Hydroseeding =2,833 SFt Sod =198 SYt , from Rear of residence. Optional Sod Package Hydroseeding =825 SFt Addl. Sod Pkg.=229 SYt, to optional sod line 17 ? wm c?i < o o> o 1 ? a5.5 - a it < 4 Z LLn f 915.3 'vs ?I CL ; N .J - Z Y w O ?Q ?g W I z 3 0 ?; 1 &aoE .? t 4.apE TYPICAL S ALE SECTPON Proposed Grades 000.0 Existing Grades X000.0- Contour Grade * Approx. Lateral Location - t Sanitary Sewer Lines _tT- Storm Sewer Lines - v - Water Service Lines - - - - Sub-Surface Drain Lines ® Manhole (Sanitary or Storm) ® Beehive Inlet(Storm) ® Curb Inlet (Storm) D End Section (Storm) ,sy Fire Hydrant Flow Line of Swale - Building Line (BL / BSL) - - - - - - - Easement Line Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC=916.22 Downstream Manhole, TC=916.90 per record crowing Note: The contractor is to maintain a minimum distance of ten feet (10') between the sonitry sewer and water line laterals. Sidewalk to be placed V from property line, 4' from back of curb, per plan. Note: Buicar to ensure positive drainage away from structure(s). 1n N Lot # 132 Vb07.0082046 REV.1 N/C MOVED SANITARY LATERAL TO FRONT OF HOME PER GUST REQ. 10/29/07 WRW REV.2 N/L -'} 5 h1F il+' :: H': ?- _ ELEIED UNKNOWN U IN HOUSE P ` ES EST PER CUSTOMER REQUEST ,. 10/29/07 WRW REV.3 N/C MH 739 TC=16.22 ADJUSTED DIMENSION TO RIGHT SIDE PER RECORD PER CUSTOMER REQUEST DRAWING 10/29/07 WRW h ? ll ll I l I ll I I I N I ? l tl «? S 32.00 ts, I IN 120.00' SCANNED This craving is not intended to be represented as a retracement or original boundary survey, a route survey, or a Surveyor Locclion:eport. Flood Hazard Statement: The accuracy of any flood hazard data shown on this repot. is subject :a map sale uncertainty ant to any other uncertainty in location or elevation on the refererad flood insurance rate map. ALL of :he within described lane DOES NOT LIE whnin that special flood hazard zone Ass said land plots by scale on flooc insurance rate map a 130_7 0205F far Cityof Carmel. Indiana (macs dated February 19, 2003). SIGNATURE : DATE SIGNATURE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER. Note: This drawing is based on construction plans or record drawings, and is not based upon a 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 all liability. 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) provided the side and rear yards are increased an additional one foot (I? for each one foot (1') the structure exceeds the first twc,ty-five feet (25') in height. -30.0 n? n 4 t I 0 =A Assumed North Scale : 1' = 30' I J m m r ? C7 Q N N J II J trb vi CM, N z z ? 91 0 EXIST. MH 1 701 TC=918.90 PER RECORD DRAWING FLOOD HAZARD STATEMENT CERTIFICATION \ \\ DNS s E.?pp o: No. ,o S0303 / STATE OF SURV.? ////'/r!! ! !! ! ! ! I I I I I I I I I 1111 V 1 \ \ \ \ \ \ ?"`\\\ \