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,INSTALL TEMPORARY BLOT -OFF 306 <br />AS PER SAN JOAOUIN COUNTY <br />STANDARDS, IMPROVEMENT <br />STANDARD NO. GW -W6 <br />INSTALL A TYPE "B" BARRICADE <br />AS PER THE COUNTY OF SAN JOAQUIN �z s <br />5TANDARD DRAWIN6 NO. R-24. <br />6RADE AND PAVE A TEMPORAR*r « <br />TURNAROUND AS SHOWN USING <br />0.20' A.G. OVER 0.70' A.B. ' 13 Z <br />ON NATIVE COMPACTED TO 45% R.D. UI. Am& <br />u <br />uw <br />STUB AND PLU6 5 L.F. <br />6" P.V.G. AT S=.00B Cl - <br />FUTURE <br />FUTURE OAKAOOD <br />LAKE 3U55)TV1510N <br />\/UNIT NO. .5 <br />\ \ I <br />CATCH BA51 N DATA <br />12" INV. AT G.0.-3 = 5.20 <br />45 L. F. - 12" R.G.P. AT 5=.005 <br />12" INV. IN AT C.B.-4 = 4.47 <br />12" P. V. <br />307 517 <br />I 45 L. F. <br />12" R. G. P. <br />AT 5=.� <br />1115 L.F. / <br />II n 12" P.V. G. <br />I 4 <br />5=. � <br />0 <br />22 <br />RAPALLO WAY <br />30' 30' <br />7' 7' <br />12' <br />51 -ALE: I"=40' <br />34. 35. 36. <br />0E- <br />uFiw Nti�i tiv F`yu� <br />N- <br />IS <br />PROPOSED TOP OF GU� EX. 64WUND--, <br />13 (4-j" ROLL TYPE) <br />S= - 0025 <br />i I <br />ME:Z <br />4 <br />LL <br />�ER <br />7 5TUB AND PLUG 5 L. F. // 2117 L.F. <br />6" P.V.G. AT <br />S=.AOB� // 6" P.V.G. <br />5 ,/ �AT 5=.006 <br />3 <br />-3 o tib• �,ry <br />-5 <br />B" P.V.G. <br />5 <br />13 L. F. <br />12" R. G. P. <br />AT 5=.005 <br />WELL <br />SITE 4 <br />H" R. G. P. <br />e" P.V.G. <br />37. <br />G.B.-5 <br />CURVE <br />TABLE <br />7.40 <br />13 L.F. - 12" <br />R.G.P. <br />CURVE <br />DELTA <br />RAOIU5 <br />1-E45TH <br />CWW <br />TAN6ENT <br />DESC, <br />1 <br />48°29'52' <br />30.00' <br />25.34' <br />a <br />24.64' <br />13.51' <br />FL <br />2 <br />65°04'03' <br />53. GYJ' <br />60. <br />I4' <br />57.01' <br />33.81' <br />FL <br />3 <br />42'33'34' <br />53.07' <br />34.37' <br />38.47' <br />20.64' <br />FL <br />C <br />50'16'57' <br />30.00' <br />26.35' <br />Z <br />25.51' <br />14.04' <br />FL <br />Us <br />10'37'55' <br />53.00' <br />9.63' <br />9.82' <br />4.93' <br />FL <br />e <br />13'41'46' <br />423.00' <br />101.12' <br />QZ' <br />100.88' <br />50.80' <br />FL <br />7 <br />13'41'4&3' <br />377.00' <br />90.12' <br />89.41' <br />45.28' <br />FL <br />3 <br />13'41'48' <br />400.0D' <br />45.62' <br />I 45.34' <br />48.04' <br />CL <br />14'04'45' <br />412. Ct9' <br />101.24' <br />too. 99' <br />50. 88' <br />5 <br />O'41'43' <br />412.00' <br />5.00' <br />5.00' <br />2.50' <br />5 <br />14'26'05' <br />388. 0t7' <br />97.75' <br />97.49' <br />44.14' <br />N <br />I11 <br />33'07'23' <br />57. 0C)' <br />32.95'32.49' <br />16.45'FL <br />254'41'24' <br />43.07' <br />144.90' <br />66.03' <br />51.53' <br />FL <br />46'39'29' <br />33.00' <br />26.87' <br />26.14' <br />14.23' <br />FL <br />,INSTALL TEMPORARY BLOT -OFF 306 <br />AS PER SAN JOAOUIN COUNTY <br />STANDARDS, IMPROVEMENT <br />STANDARD NO. GW -W6 <br />INSTALL A TYPE "B" BARRICADE <br />AS PER THE COUNTY OF SAN JOAQUIN �z s <br />5TANDARD DRAWIN6 NO. R-24. <br />6RADE AND PAVE A TEMPORAR*r « <br />TURNAROUND AS SHOWN USING <br />0.20' A.G. OVER 0.70' A.B. ' 13 Z <br />ON NATIVE COMPACTED TO 45% R.D. UI. Am& <br />u <br />uw <br />STUB AND PLU6 5 L.F. <br />6" P.V.G. AT S=.00B Cl - <br />FUTURE <br />FUTURE OAKAOOD <br />LAKE 3U55)TV1510N <br />\/UNIT NO. .5 <br />\ \ I <br />CATCH BA51 N DATA <br />12" INV. AT G.0.-3 = 5.20 <br />45 L. F. - 12" R.G.P. AT 5=.005 <br />12" INV. IN AT C.B.-4 = 4.47 <br />12" P. V. <br />307 517 <br />I 45 L. F. <br />12" R. G. P. <br />AT 5=.� <br />1115 L.F. / <br />II n 12" P.V. G. <br />I 4 <br />5=. � <br />0 <br />22 <br />RAPALLO WAY <br />30' 30' <br />7' 7' <br />12' <br />51 -ALE: I"=40' <br />34. 35. 36. <br />0E- <br />uFiw Nti�i tiv F`yu� <br />N- <br />IS <br />PROPOSED TOP OF GU� EX. 64WUND--, <br />13 (4-j" ROLL TYPE) <br />S= - 0025 <br />i I <br />ME:Z <br />4 <br />LL <br />�ER <br />7 5TUB AND PLUG 5 L. F. // 2117 L.F. <br />6" P.V.G. AT <br />S=.AOB� // 6" P.V.G. <br />5 ,/ �AT 5=.006 <br />3 <br />-3 o tib• �,ry <br />-5 <br />B" P.V.G. <br />5 <br />13 L. F. <br />12" R. G. P. <br />AT 5=.005 <br />WELL <br />SITE 4 <br />H" R. G. P. <br />e" P.V.G. <br />37. <br />5. D. M. H. # 3 <br />RIM=12.1 <br />-1 15 L. F. - <br />12" R. G. P. <br />AT 5=.003 <br />le. <br />CATCH BASIN DATA <br />12" INV. AT <br />G.B.-5 <br />= <br />7.40 <br />13 L.F. - 12" <br />R.G.P. <br />rtf <br />m <br />o -p <br />ry <br />+ <br />>t <br />M. <br />+ <br />= 7.33 <br />+ <br />V <br />a <br />• ti <br />z ti <br />� tin � <br />_ <br />0o <br />U <br />_z <br />5. D. M. H. # 3 <br />RIM=12.1 <br />-1 15 L. F. - <br />12" R. G. P. <br />AT 5=.003 <br />le. <br />CATCH BASIN DATA <br />12" INV. AT <br />G.B.-5 <br />= <br />7.40 <br />13 L.F. - 12" <br />R.G.P. <br />AT <br />5=.005 <br />12" INV. AT S. <br />D. <br />M. <br />H. -3 <br />= 7.33 <br />RECORD DRAWING <br />E (-'W rk <br />M <br />O <br />a <br />V <br />0 <br />RYAN CARREL, R.C.E. 61619 <br />DANIEL ENGLAND, R.C.E. 49026 <br />DAVE SKIDMORE, L.S. 7126 <br />DRAWN DY: J. 5. H. <br />DATE: 6/14/05 <br />SCALE: NOTED <br />� DwG: 296-5LGPP <br />G <br />./VALE CHECKED: " <br />HORIZONTAL 1 "=40' )OB a 29b-03 <br />VERTICAL I"=4' SHEET / <br />OF 45 <br />I' <br />NLrd <br />L <br />C <br />E <br />o n <br />�, v <br />ti <br />V <br />a <br />0o <br />U <br />_z <br />� <br />O j <br />w <br />0 <br />=�m <br />CW <br />U n <br />O <br />Z <br />V <br />m <br />awuz`�o <br />V) <br />QZ' <br />W <br />L <br />a <br />RYAN CARREL, R.C.E. 61619 <br />DANIEL ENGLAND, R.C.E. 49026 <br />DAVE SKIDMORE, L.S. 7126 <br />DRAWN DY: J. 5. H. <br />DATE: 6/14/05 <br />SCALE: NOTED <br />� DwG: 296-5LGPP <br />G <br />./VALE CHECKED: " <br />HORIZONTAL 1 "=40' )OB a 29b-03 <br />VERTICAL I"=4' SHEET / <br />OF 45 <br />