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CATCH BASIN DATA <br />I-' INY. AI (.0.-.21 = J.JO <br />64 L.F. - 12" R.G.P. AT 5=.005 <br />12" 1W. AT S. D. M. H.-17 = 5.06 <br />I I 1 74 L_ <br />INSTALL L.F. <br />I y 36" R.G.P.-BAIMIGADE AS PER <br />' AT 5=.0175 THE SAN JOAOUIN <br />36 COUNTY STANDARD5, <br />202. I 1 205 DRANIn& No. R-24 <br />2C�+ <br />1 Z FUTURE OAKNOOD LAKE 505171 V1 5ION 205 1 <br />IO' UN 1 T NO. 5 64 L. F. _ <br />`''� I 5TA. 27.71.32 12" R.G. P. <br />STA. 26+22.32 5Tliff! LI6M AT 5=. 005 <br />1 STREL7 L16HT �` 1 ( FH h <br />i <br />16 <br />m <br />mr <br />14 <br />m <br />+ <br />'GL <br />12 <br />+r1 <br />10 <br />a+— <br />W M <br />8 <br />sSo <br />(] N <br />372 L. <br />F. <br />N <br />W, R.C.P. <br />S NN <br />b <br />AT 5-1. <br />00t5 <br />(5DMH <br /># 5 TO <br />4 <br />5DMH # 6) <br />2 <br />m <br />W M <br />�ON <br />-10 <br />-12 <br />-14 <br />5--Q725 a <br />�Y <br />HMO <br />Nm 8i <br />N <br />u < F- <br />264 L.F. - <br />30" R. G. P. <br />AT 5=.0012 <br />137 1 136 <br />357 L. F. - \ <br />10" P.V.G. <br />AT 5=.0025 <br />135 <br />6" P.V.G. <br />I <br />-INSTALL TEMPORARY BLON-OFF <br />A5 PER SAN JOAGUIN C49UN7Y <br />STANDARDS, IMPROVEMENT <br />STANDARD NO. GW -Mb <br />-INSTALL 42 L.F. <br />2x4 HEADERBOARD A5 <br />PER DETAIL, SEE <br />SHEET 3 <br />—12" P.V.G. <br />STA. 29+30.49 <br />571�T LM6HT <br />P5-1 <br />SEE THE OAKNOOD LAKE SUWIV1510N <br />OFF-31TE IMPROVEMENT PLANS FOR <br />PUMP STATION NO. i AND THE !€QUIRrEV <br />OUTFALL. THE CONTRACTOR SHALL <br />COOWINATE THE OFF -5[7E CON5TR)6TION <br />MITH THE IMPROVEMENTS AS 5HOMN <br />ON THESE PLANS <br />-30" R.G.P. <br />-6" P.V.G. <br />7 16' I le' 7' CATCH BASIN DATA <br />D' 25' f 12" INV. AT G. B. -25 = 7.36 <br />12 L.F. - 12" R.C.P. AT 5=.005 <br />IR� `PALL 0 1 7A � 12" INV. AT S. D. M. H.6I= <br />7.30 <br />GRIVELLO DRIVE <br />12" INV. AT C. B. ^•26 = = 5.45 45 <br />24 L.F. - 12" R.G.P. AT 5=.005 <br />56ALE: 1"=40' 31 12" INV. AT S. D. M.H.-16 = 5.33 <br />27. 28. 29. <br />m m aryl <br />ON 141 <br />N ry <br />NIV- NIV- � W <br />........ _- 5. D.M. H. x 7 <br />S=. CPROPOSm TOP OF GJRB RIMs12.3 <br />01V5 ROLL <br />- 1(4 ROLL T rE) <br />---------- -------------�� <br />S. D. M. H. # b i M. H. 20 <br />P. <br />RIM=i2.4 = EX. �lyD RIM=12.I I RIM=12.5 <br />T <br />12" P.V.C. WATER , <br />269 L.F. — 30" R.G.P. AT 5=.0012 <br />v <br />l100 P.V.C.r d3� <br />mak,, AT 5=.4025 <br />357 L. F. - 10" P. V. G. AT 5=. <br />041-10 I Q TO MH # 20) <br />50 <br />moo <br />m <br />mr <br />m <br />m <br />+ <br />'GL <br />+ <br />+r1 <br />aa+1�u7 <br />a+— <br />W M <br />sSo <br />(] N <br />h <br />Z <br />N <br />N N <br />S NN <br />N N- <br />0 <br />IL <br />16 <br />14 <br />4 <br />2 <br />O <br />M <br />—12 <br />—14 <br />REFGGRD DRAWING <br />-- <br />�r, <br />A- lr,fUr 7 +' l 1 `>I i' Of v�lJ.x <br />Y <br />m <br />if <br />Q <br />V <br />c <br />C <br />m <br />W <br />Z <br />C <br />C <br />M <br />e� <br />W M <br />sSo <br />(] N <br />Z <br />C <br />Lm <br />C <br />V <br />U1 <br />O DLL <br />O J <br />LLLJ <br />0 <br />=grn <br />O <br />W <br />Z_ <br />m <br />W M <br />�ON <br />V 1 <br />i <br />N <br />�o m <br />� $ <br />Z <br />C <br />W <br />a <br />a <br />RYAN CARREL, R.C.E. 61619 <br />DANIEL ENGLAND, R.C.E. 49026 <br />DAVE SKIDMORE, L.S. 2126 <br />No.61619 <br />Exp. 6-3007 <br />DRAWN 6Y: J. -5 H <br />DATE 6/14/05 <br />SCALE: NOTED <br />_ DWG: 24b-ELGPP <br />SCALLC CHECKED: � <br />loft x 296-03 <br />HORIZONTAL: 1"=40' <br />VERT I GAL : I"=4' SHEET 25 <br />OF 45 <br />