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q <br />Storm Sewer Structure & Pipe Schedule <br />Structure <br />Structure ID <br />PIPE DIA(Inch) <br />PIPE LENGTH <br />INV. UP <br />INV. DOWN <br />PIPE SLOPE <br />PIPE TYPE <br />NOTES <br />(en. Pt I <br />127 <br />126 <br />15 <br />50 <br />990.50 <br />990.00 <br />1.00% <br />CMP <br />W/FES <br />125 <br />IN <br />15 <br />50 <br />1011,A) <br />1010.70 <br />050% <br />CMP <br />W/FES <br />123 <br />122 <br />15 <br />50 <br />1NI <br />111 <br />050% <br />CMP <br />W/FES <br />121 <br />120 <br />18 <br />60 <br />1006.00 <br />1005.50 <br />0.83% <br />MY <br />W/FFS <br />119 <br />118 <br />15 <br />60 <br />1013.50 <br />1013.00 <br />0.93% <br />MY <br />W/FFS <br />117 <br />116 <br />18 <br />60 <br />1003]0 <br />1003.50 <br />0.33% <br />MY <br />W/FFS <br />115 <br />114 <br />24 <br />On <br />1N3N <br />100270 <br />(1 <br />(HMP <br />AI <br />113 <br />112 <br />24 <br />60 <br />100300 <br />1002.70 <br />050% <br />CMP <br />W/rE5 <br />111 <br />110 <br />24 <br />60 <br />1001.50 <br />100100 <br />0.83% <br />CMP <br />WI <br />109 <br />108 <br />15 <br />86 <br />1002.00 <br />997.00 <br />5.91% <br />CMP <br />W/FES <br />107 <br />106 <br />15 <br />50 <br />99870 <br />998.40 <br />0.50% <br />OAP <br />W/FES <br />105 <br />1. <br />15 <br />50 <br />998,30 <br />99800 <br />050% <br />CMP <br />W/FES <br />103 <br />102 <br />12 <br />FES ONLY <br />997.0) <br />997.00 <br />0.00% <br />RCP <br />SEE DETAIL <br />102 <br />101 <br />15 <br />146 <br />992.00 <br />990.00 <br />1.37% <br />RCP <br />W/FFS <br />Grading Notes: <br />1) SPOT ELEVATIONS ARE FINISHED ELEVATION UNLESS NOTED OTHERWISE. <br />2) ELEVATIONSIDONTOURS SHOW1d AS FINISHED GRADE ELEVATIONS. <br />3) REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. <br />4) DO NOT SPREAD TOPSOIL NHILE IT IS FROZEN OR MUDDY OR MEN THE <br />SUBGRADE IS VVET OR FROZEN. CORRECT ANY IRREGULARITIES IN THE SURFACE <br />THAT RESULT FROM TOPSOIL SPREADING OR OTHER OPERATIONS TO PREVENT <br />THE FORMATION OF DEPRESSIONS OR WATER POCKETS. BERMING OR DOUBLE <br />LAYERING OR FIBER ROLL MY BE REQUIRED TO CONTAIN RUNOFF IF SILT <br />FENCING CANNOT BE INSTALLED PROPERLY DURING FROZEN CONDITIONS. <br />5) CONTRACTOR SHALL SCHEDULE SOILS TESTING FOR EACH STRUCTURAL FILL <br />AREA, PAD AND STREET AREA. <br />6) POND SHALL BE LINED PER DETAIL <br />7) SEE DETAIL FOR STORM SESSER FES RIP RAP PLAOMENT. <br />8) FINAL 1 FT OF INFILTRATION BASIN SHALL BE EXCAVATED AFTER SITE IS <br />STABILIZED OR APPROVAL BY ENGINEER. <br />9) SWEEP IS PROVIDED AS SEPARATE DOCUMENT MICH REFERENCES THIS PLAN. <br />MPG4 PERMIT FOR STORM WATER SHALL BE APPLIED FOR MIN. OF 7 DAYS PRIOR <br />TO THE START OF ANY GRADING ACTIVITIES. <br />Legend <br />PROPERTY BOUNDARY <br />EXISTING 2-Ff CONTOUR INTERVAL <br />922_B6 HIGH OR LOWPOINT OF STREET PROFILE LOCATION AND ELEVATION <br />`LP1 BE HP=HIGH POINT, LP=LOWPOINT <br />—1U91— PROP0.5ED 2LT CONTOUR INTERVAL <br />PROPOSED DRAINAGE ARROW <br />�—DD-- PROPOSED STORM SEWER(SIZE INDICATED ON PLANS) <br />V COIL BORING LOCATION AND IDENTIFICATION <br />EXISTING EASEMENT/PROPOSED STORM EASEMENT <br />1100 PROPOSED ROADWAY CENTERLINE (FOR REFERENCE) <br />[jS- LFE= LOWEST FLOOR(@ OR ABOVE 100-YR HVrL) <br />LQE= LOS— LOVr£ST OPENING ELEVATION(3R <br />ABOVE 100TYR HWL AND 1R ABOVE FOR) <br />SUNSET LAKE <br />OHW 968.1 <br />HWL 970.0 <br />Water Elev. 967.2 (8/17/18) <br />A'b <br />100 0 100 200 300 FEET <br />GRAPHIC SCALE <br />ER wKSON <br />CIVIL. <br />333NaE Mw S4[N. Sme IDI <br />.FDwatm, lY®me 550d2 <br />PAme (6T2)309d8M <br />RM ,MFEk 0u,rvllNRteGXFR <br />DRAWING PHASE <br />YErPARDY PHI <br />PILLYSPECIFILEAMONOR <br />UL��EE�o <br />17, , <br />40418 <br />1010812018 <br />LI <br />�C <br />zz <br />PEI <br />ur <br />ILI <br />LH <br />aO <br />� a�x <br />16-130 <br />Stl�l TRIM <br />GRADING PLAN <br />SIERFN0. <br />C9 <br />SHEET 9 OF 11 <br />