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HomeMy WebLinkAbout19964 Henley Lane Survey10. 0 030.0013.09 57.48R:1045.57SERV FD I P #4 2 2 9 9 OS 22.00NAIL=1051.46OS 39.00NAIL=1045.27OS 36.19NAIL=1039.77OS 17.67NAIL=1043.96R:1041.39C.O.R:1035.12C.O.1050.11043.61043.31043.31046.41046.51049.31045.0 10 5 1 . 2 1050.9 1051.41048.61048.61044.41044.6SET IP 1037.610 4 1 . 9 10 4 2 . 6 1042.71042.310 3 9 . 81037.81041.21043.2(1044.6) (1 0 5 1 . 1 ) (10 5 1 . 9 0 )(1043.7)(1043.7)(1046.9)(1043.2)(1051.5)(1045.3)(1039.7)2' CANT.DE C K DR A I N A G E & UTI L I T Y E A S E M E N T 7.5%101010105 5 5 5 EX. SODEX. SODEXISTINGHOUSEGA R A G E PO R C H PR O P O S E D HO U S E SIDEWA L K HENLEY LANE VACANT LOT(1043.7)N59°13'28"W237.77Δ=7°43'43"R=330.0044.51Δ=7°14'27"R=320.0040.44 134.47N81°03'42"E140.25N58°43'14"W 21.17 20 . 5 0 10.00 3 1 . 6 7 14.00 7. 5 0 11.50 0. 1 7 32.3312. 0 0 2.0024. 0 0 16.1611. 8 3 4.00 8. 0 0 8.50 4. 0 0 7.50 9. 0 0 2.00 6. 0 0 18.001044.41043.31040.11043.7FB W O LO O K O U T (1046.0)(1050.0)(1048.0)(1051.5)EXTRAFOUNDATION(1051.0)TW:1050.0TW:1050.0(1044.0)BW:1047.0BW:1047.0TW:1047.0PROPOSED RETAININGWALLDENOTES EXISTING CATCH BASINDENOTES EXISTING HYDRANTDENOTES EXISTING SANITARY MANHOLEDENOTES EXISTING STORM MANHOLEDENOTES EXISTING UTILITY BOXDENOTES EXISTING SERVICE OR CLEANOUTDENOTES IRON MONUMENT FOUNDDENOTES IRON MONUMENT SETDENOTES EXISTING POWER POLEDENOTES EXISTING LIGHT POLEDENOTES EXISTING CONSERVATION POSTOR WET LAND BUFFER POSTDENOTES EXISTING TREE8" TREE000.0DENOTES WOOD HUBDENOTES NAILDENOTES EXISTING RETAINING WALLDENOTES PROPOSED RETAINING WALLDENOTES EXISTING ELEVATIONDENOTES PROPOSED ELEVATIONDENOTES AS BUILT ELEVATION(000.0)000.0DENOTES EXISTING TREELINEDENOTES DIRECTION OF SURFACE DRAINAGEDENOTES EXISTING FENCELEGENDDENOTES EXISTING F.E.S.LOT AREA : 16,148 SQ. FT.HOUSE AREA : 2,774 SQ. FT.DRIVEWAY AREA : 1,046 SQ. FT.PORCH AREA : 210 SQ. FT.DECK AREA : 280 SQ. FT.SIDEWALK AREA : 84 SQ. FT.TOTAL IMPERVIOUS AREA : 4,394 SQ. FT. (27.2%)CERTIFICATE OF SURVEYLegal Description:= FINISHED GARAGE FLOOR ELEVATION= BASEMENT FLOOR ELEVATION= TOP OF FOUNDATION ELEVATION(1051.90)(1052.23)(1044.23)NOTES 1. 8'- 4" POURED FOUNDATION 2. 1043.9 MINIMUM LOW FLOOR 3. ROCK CONSTRUCTION ENTRANCE AT DRIVEWAY. 4. SILT FENCE AT GRADING LIMITS.3-17-2020REVISED 03-25-2020 ADDED RETAINING WALLZoning = RS-3FY - 30'SY - 10' Interior, 20' CornerRY - 30'SY Buffer - 30'RY Buffer - 50'EROSION CONTROLMUST BE INSTALLEDBEFORE EXCAVATIONENGINEERING REVIEWEDDate:__________________04/14/2020lritchieThe curb box, drain tile cleanout, and catchbasin(if applicable) must be inspected andaccepted before As-Built escrow monies willbe released. All structures must be flushwith the sod. This will be scheduled with thelandscape inspection.*Maintain 6" between bottom of siding and sod.*No structures in easements.