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HomeMy WebLinkAbout0004.96 Site Plan (2)SCALE: 1 30' LEGEND EXISTING' GROUND CONTOUR PROPOSED GRADE I I I. ... ...... --I-- 0 MSE 121-2987 C�oo�oo� 12/19/95 SHEET I OF 2 PLANS PREPARED FOR: REV. 12/20/95 HAMILTON HOMES 'Plot Plan `11065 WAS BAY LANE INDIANAPOUS, IND MA 46236 Lot 89 813 Windpointe Section 4 1-3 1 I I 'rAKY MANHOLE fG - 775.63 9eEV7XILK'T0 13E-6- THICK THhLj Dniv - EXPANSION*j0!N3 MATERIAL bE-RVE1-:--`4 %!AI-K AND CURT. MED IN DR;" Iry 01 36 N 51 Bk! 0, ,) INI N.- *95341122 .12028 Woods Bay Court STRAW BALES TO BE, USED WHERE NEEDED TO KEEP'N 10D OFF OF STREETF - OUTOF STORM SEWERS. 111"! no r."Icc,ps FROM T P 0 FO BE CLEANED NCH DAY� D AT THE 13 0j/ 40,13 - I , r IN, - 1 3. 0 $ 1, AS� vor 101 L00c, 1.00, 6LA8 11.6?, tF 0 9 j 1. In Lot 1159 (Z) 31983 SF CID CQ- - - - - - -- --- - - - - - - - - - - - - - - :- Q0.r i ar:20D-U.&S.E. N 4 0 37/ 4 111-39 8000 42'36" E; 31 1. 71 MSE 'Cotp&ckion, 941 Nofth' Meridian Street' Indianopoils IN 46032 (317Y 634-1000 Consulting Enginijrs, 'Land Surveyors Pjh,otqgrann .metrists; Digital Mapping speci6lisIs Sol-C. 01111r, P.E., L.S. Pral0vnt — -------------- MSE 121-2987 12/19/95 �0�0��00Q SHEET 2 OF 2 NOTES: 1: It 6hal_1 be the 'builders responsibility to, assure that final lot; grades conform to the approved drainage plan, on file with applicable agency. 2. Proposed grades. ;at' the .building shall be at a minimum of .8' below the finish floor. 1 Any field tiles,encoui,tered during any improvements being, performed on the lot shown shall be intercepted and directed to the nearest drainage facility that will accommodate said the and, provide positive 7drainage. 4. Minimum pad .gr,ade to be. established at front of house, pad location. Rear pad elevations shall be determined .by existing topographic conditions. 5. Min.Slope 5% for first 10'from House. Min.2% elsewhere. 6.`Information used to prepare this plot plan, was token from .the recorded. plat and development plan prepared. by Schneider Engineering Corp. 7„ Refer to architectural plans for house dimensions information. 8. The structure does not lie 1n Floodplain Limits per FIRM Comm. Parcel. No. 180081 0009 Rev. May d9, 1981. 9. ErosionControl Measures_ shall be the responsibility of the builder. 10. All water mains are, to be 8" or 6",pipe and have a minimum cover of 57"',per Water Record Crowing. 11. The are of tap will be restored to oringinol condition Backfill w/Granular material, per Joe Gatliff. 12. Sidewalks shall be ,lion -reinforced concrete 4" thick (6" at drive) and A' in width Plot Plan. Purpose The purpose of this Plot Plan for -Windppolnte See .4' Recorded Instr, 19534422'Hamilton County, Indiana Is for obtaining' a`'building permiC, arid is not intended, or represented to be "a land or property line survey. Certificate of Surveyor 1, the undersigned, dolt' line nand Lend Sur veyo., do hereby cart,fy tho0. ,n my opfn:cn if the rimshed grades ere constructed es shown, the surroce dra,nage =M ba setisreetory roe residential conutruetion. `��ttuKthisiuNn// / �\\/� Carlted this 19 th dot'. of Oe cemban 1995 ° p ��i r . ,i+o.. { 920001 .i STATE OF = yen K ousb Registe ed Lond Surveyor No.920001 MSE Corporation; '941,North-Meritlion Slr��l�ndionapolis: IN 46032 i317) 634-1000 'Consulting Engine&s,- land .Surveyors, 1Photogrommetristr Digitol Mapping; 9peciolists ;sol C. Miller, P,E., L.S. PreslddvV