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PROPERTY BOUNDARY <br />Structum l6 Structure l❑ PIPE DIA.IInch} 1Un. Ft.} INV. UP INV. DOWN PIPE SLOPE PIPE TYPE NOTES <br />2} ELEVATIONS/CONTOURS SHOWN AS FINISHED GRADE ELEVATIONS. EXISTING 2-FT CONTOUR INTERVAL <br />127 126 15 50 990.50 990.00 In0% CARP W/FES <br />125 124 15 60 1D1100 1010.70 0.50% CARP WIRES 3) REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. 922.95 <br />123 172 is `60 100900 100E-70 05c% CARP W/FES „ LPI HP HIGH LOW POINT OFSTREET PROFILE LOCATION AND ELEVATION _ <br />HP =HIGH POINT, LP =LOW POINT <br />121 120 18 60 1006.00 1005.50 0.93% CARP W/FES 41 DO NOT SPREAD TOPSOIL WHILE IT IS FROZEN OR MUDDY OR WHEN THE <br />SUBGRAD6 IS WET OR FROZEN. CORRECT ANY IRREGULARITIES IN THE SURFACE <br />6 119 11S 15 60 1013.50 1013.00 0.93% CARP W/FES THAT RESULT FROM TOPSOIL SPRFADING OR OTHER OPERATIONS TO PREVENT -10LS0 - PROPOSED 24-7 CONTOUR INTERVAL p" 16-130 <br />117 116 18 60 1003.70 1003.50 0.33% CMP WIVES THE FORMATION OF DEPRESSIONS OR WATER POCKETS. BERMING OR DOUBLE <br />115 114 24 60 lOD3.00 1002.70 0.50% RCP WIPES LAYERING OR FIBER ROLL MAY BE REQUIRED TO CONTAIN RUNOFF IF SILT PROPOSED DRAINAGE ARROW SHE8F TITLE <br />8 FENCING CANNOT BE INSTALLED PROPERLY DURING FROZEN CONDITIONS <br />119 112 24 40 100300 100270 0.50% CMP WIPES <br />_ } <br />111 110 24 60 1001.50 1D°1.D° 0.83% [MP WIPES 5) CONTRACTOR SHALL SCHEDULE SOILS TESTING FOR EACH STRUCTURAL FILLS PROPOSED STORM SEWER {SIZE INDICATED ON PLANS} Y <br />109 109 15 86 1002.00 997.00 5,51% RCP WIFEAREA, PAD AND STREET AREA. GRADING PLAN <br />107 106 15 60 998.70 99$,40 0.50% CMP WIPES 6} POND SHALL BE LINED PER DETAIL SOIL BORING LOCATION AND IDENTIFICATION 100 0 100 200 300 FEET <br />10s 104 15 Go 999.30 992.02 0.50% CARP W/FES I <br />103 102 12 FESONLY 99A00 997.00 O.Oc% RCP SEE DETAIL 7) SEE DETAIL FOR STORM SEWER FES RIP RAP PLACMENT. <br />2 EXISTING EASEMENTIPROPOSED STORM EASEMENT SRBET NQ <br />x: 102 101 15 146 992.00 991 1.37% RCP W/FES 8) FINAL 1-FT OF INFILTRATION BASIN SHALL BEEXCAVATED AFTERSITE IS I+00 GRAPHIC SCALE <br />STABILIZEp OR APPROVAL BY ENGINEER_ I PROPOSED ROADWAY CENTERLINE (FOR REFERENCE) GRAPHIC <br />99a.0 PROPOSED LOWEST BASEMENT FLOOR ELEVATION <br />(MIN 2-FTABOVEHWL, MIN. I-FTABOVEFOF) 5HEW 10 or11 <br />