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PEhA41B1C /I g <br /> Two: 120TH STREET NORTkC�- <br /> -�- <br /> # I �`� ~' o n + a- + � '" <br /> _ � .1%51R'dF"il= 1.R 7R ��,f - - - l -r <br /> f1 <br /> Storm Sewer Structure&Pipe Schedule Grading Notes: Legend <br /> PIPE LENGTH 11 SPOT ELEVATIONS ARE PINISHED ELEVATION UNLESS NOTED OTHERWISE. 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 T.00% 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 OF STREET 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 fi0 999.30 992.02 0.50% CARP W/FES I <br /> 103 102 12 FESONLY 99AOC 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 />