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ALONG REP PAT THREE RICHARD RIVER .Aw I IMENTIFICALON TAPE STAFF AM HE EUROPE ON —y REcoaO No 0 O FROM MER MAINE M CONAMEAft MCCEI ME" ONE FEET MAIN TO NAUS xwr,...ro w�. PATIENT ARM CLEANONOTONAD OMsercA THREEATEM FORCE ° PER N MATI L EP ON T 5 wmuTrAlrP � �`LINE TIMEN 'zaeossx 12+00 13+00 14+03 15+00 I6+00 9+50 t0+00 I1+00 (srn SCALE 1' - 40' HORIZONTAL HICALP 1' - 40 sone. i = 5 wmcu cL) (srn sut_ i = 4 HORIZONTAL CL) X � Y ,2+a0 ,3+00 LEGEND' 342 NSTRUCTION WITTER CL AMMIALMO GENTEMME MAN EARN HARDER -- ? o 0 INV CAN ME OFNER �Mlkkff <3 O�Se AD EMW THAN HEMP STAN VAN HANDLE ° MCIEP esx-E CONTRACTOR TO MONTE CLEARED CRT "HAVE PART HEARING rr� A wvoa smu RO 00 n / o� Z W CORONA TERM TO onry OR COACH EARN F�v MEAMN _ PUNUI �H�sHa DO MIT Bug VEN FORT TO TRY Pu, Commu (I I RIC t FACE � AN GM ED 0 14 SEP MET R C) CONSTRUCT PIPE SAINE PER C 0 TV 9 M >-y ¢5 .ons. 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ELEV. - 35004 DESIGN WATER SURFACE - 349,04 TOP OF SUMP AT F.L. = 350.24' BOTTOM OF 24 PIPE 342,44 BOTTOM OF SUMP - 3,L2,04' AREA P FAB AC EA M00 0.24 PRO AREA BN 033 AC x (015+(4X0A4)+033VOLUME zu7ME1.68 AC -FT NDTi 20 TEMPORARY SUMP R - - — - - _ - - — — - - ^ s SAFE aTOW �Try`�. PIS --A �Sr MANM L-------_�. ---- ----------------t-------J TEMPOR(PRIVATE SUM) ARY SUMP DETAIL R CQB S D 10 ry 11 __vim mm 39 D Areca 3 351 0153 186 4 2.57 0.42 LOA 5 511 n 56 9,8R 6 CAP S40 0,35 AREA b. 1.52 TOTAL: F(C%A) = 1RAP (SEE DRAINAGE STUDY FOR AREAS) REOUIRED VOLUME 0.15 x F(C%A) 55 AC—FT LOWEST INLET FL. ELEV. - 35004 DESIGN WATER SURFACE - 349,04 TOP OF SUMP AT F.L. = 350.24' BOTTOM OF 24 PIPE 342,44 BOTTOM OF SUMP - 3,L2,04' AREA P FAB AC EA M00 0.24 PRO AREA BN 033 AC x (015+(4X0A4)+033VOLUME zu7ME1.68 AC -FT C J _ br q °uW z0 C� aN �� mo �s3a mW ;Z711,D DRAWING�. Pc Tyre Cores NO NDTi 20 61 C J _ br q °uW z0 C� aN �� mo �s3a mW ;Z711,D DRAWING�. Pc Tyre Cores NO