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Home My WebLink About07020092 Site Plan ~.., Schneider The SchneJd.er Corporation 6901 otiJ Avenue HIstoric Fort., H8rr1Bon Indlanapolls, Indlana 1112l6-l037 817-826-7100 817-826-7200 fAX Enalnoorlng SunoylDg Landscape An>hltooluro GIS .IJB GooloO' This Plot Plan Prepared For. Trinlty/Beazer Home8 Lot # 26 , containing 6,335 SJ.:!:, in Yorktown Woods Section # 1 Instrument # 200600017282 C.O.C. # 200600023419 P.C. # 4, Slide # 48 Hamilton County, Clay Township Section 19, Township 18 N, Range 4 EAST 2592 Highmount Court (50' R/wl Carmel, IN 46074 Prepared Date: 01-03-07 : By. MBK Community Restrictions: Side Yard = 6' (BH) Rear Yard = 20' Zoning = ROSO III Finished Floor Eievation information Pod Grode = 824.7 per plan Pod Grade + 0.33' = Garage FFE (825.03) Garage FFE + 1.04' = Residential FFE (826.07) Residential FFE - 10.0' = Basement FFE (816.07) Oriveway Slope = 6.2~ Note: The garage finished fioor elevation Is 3.1' above the curb at the drive, per plan. Ground Cover Calculations: Drive =1,053SF:!: Public Walk = 233 SF:!: Private Walk = 6 SF:!: Rear Yard = 1,394 SF:!: Sod = 200 SY:!: , from rear of home. NOTE: IN THE RESIDENTIAL DISTlRICTS UMITlNG HEIGHT TO TWENTY-FIVE (25) FEET, A DWELLING MAYBE INCREASED IN HEIGHT TD THIRTY-FIVE (35) FEET PROV1DED THE SIDE AND REAR YARDS ARE INCREASED AN ADDITlONAL FOOT FOR EACH FOOT SUCH STlRUCTURE EXCEEDS TWENTY-FIVE (25) FEET IN HEIGHT. PER CARMEL ZONING ORDINANCE 26.1.1. FLOOD HAZARD STATEMENT CERTIFICATION Plot Pion legend [@]J Proposed Grades 000.0 Existing Grod.. __ 000.0- Contour Grade * Approx. lateral locotion - . - Sanitary Sewer Unes -1'1'- Storm Sewer Unes - '" - Water Service l1nes - - - - - - - Sub-Surface Oroln Un.. e Monhole (Sanltory or Storm) . Beehlie Inlet (Storm) l1li Curb Inlet (Storm) o End Section (Storm) A Fire H)<Iront - 000 - 0.. _ Flow Una of awele Note: Sanitary Sewer Top of Costing Information Upstream Manhole, TC= 822.69 Downstream Manhole, TC=824.65 Per As-Built Note: The contractor Is to maintain a minimum distance of ten feet (10') between the sanitary sewer and water line laterals. ~ TYPICAL SWALE SECTION ,\\\\\\IIIIIIII/II/II/i/// ~~\\\ L 1'1i~ if- 'S ,Cp ~ if- ~, ,,"""', t(h~ $ (.~,""'G\S Te~'~""", A% i ~~...~~ SON3003'O ....~\ % \. STATE OF ..... ~ '\ <"';;.....f./vOJ A~ ~......~# ~-f#; '''''''''''''C\'' ~ ~0//, SUR~ \.~~# 7/////11/1I1I11111\\\\\\\\~ ~l.r-v This drawing is not intended to be represented os 0 retracement 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 plot plan is subject to mop scale uncertainty and to any other uncertainty in location or elevation on the referenced flood insurance rate mote (FIRM). None of the within described land lies within that special fiood hazard zone "A", os said land plots by scale on Community Mop Panel # 18057C 0026 F of the fiaod insurance rote mops (FIRM) for the city of Carmel, Hamilton County, indiana, Doted February 19, 2003. -', "'''' " ~').\~t '~'/V". Note: This drawing is based on construction plans or record drawings, and is not based upon 0 Reid survey. The Schneider Corporation does not warrant the accuracy or sufficiency of this Information. Contractors shauid verify existing conditions prior to any construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation immediately; fa1l1ng to do so results in the contractors assumption of all liability. Note: ' The basement elevation, depicted hereon, has been deterh,lned and based on the pad grades and/or contours taken from th~ construction plans for this subdivision. Unless stated, no Informotlon about fluctuating water tables, soH conditions, or soli types hos been provided or stated on said plans. This lot Is located neor (I body of water. Lot or soli conditIons may require that the basement floor elevation be heid 2 foot above normol pool elevation. Site Investigation may be needed If water Is encountered during the excavation process or If other known water elevtltlon or sons conditIons are present. Investlgotlon and any remedl91 ,_ procedures Is ot th"e discretion-of the blillder-to deteiTiilne -and toke appropriate steps of octlon. If any ground water Is encountered during excavation the builder Is encouraged to contact The Schneider Corporation to discuss possible courses of action. Note: Sump pump(s) to be placed by builder os needed. LOT # 26 VB # 06.0065390 CAUTIONI! The home location shown hereon has minimal tolerance for placement error, therefor it Is recommended that the builder hove the foundation pinned after the footing is poured to ensure that the improvements do not encroach upon setback lines or easements. OetoD of t)!llcal Groond Water flow pattem for lndlvlduallots. ~ Note: 8ullder to ensure positive drainage away from structure(s). ~ ~ =~= ~ Assumed North Scale: 'I" = 30'