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v <br />C <br />I <br />�s <br />0 <br />O <br />DRAINAGE BASIL 1 <br />131.9' <br />256.8' <br />5 <br />7" ' <br />20' <br />L <br />\'. CALTRANS "LIGHT" CLASS <br />ROCK DOWN CHUTE, <br />N fact E \ <br />0 <br />,- DAVLIGHT TO <br />i <br />10' - ' EXISTING GROUND <br />DAYLIGHT TO.�M <br />EXISTING GROUND ' I <br />' I�Zl � _ . I I'Illhhh111' <br />27 PLAN VIEW _ <br />ca c11 DRAINAGE BASIN 1 <br />N.T.S. <br />TOP OF BANK <br />EL- 262 FT. MSL <br />EXISTING GROUND <br />1� BASIN BOTTOM <br />2 ELEVATION: 244 FT. MSL 2 <br />lq � <br />28 SECTION <br />\QV DRAINAGE BASIN 1 <br />N.T.S. <br />c32ii <br />FL. EL: 261.3 FT. MSL <br />EXISTING GROUND CALTRANS "LIGHT' CLASS ROCK <br />NOTE 1) <br />FLUSH <br />CONNECTION <br />1� BASIN BOTTOM 15' J �1 <br />2 ELEVATION: 244 FT. MSL _I <br />2 36 <br />2' <br />OUTLET APRON <br />GEOTEXTILE <br />29 SECTION <br />cn c11 DRAINAGE BASIN 1 <br />N.T.S. <br />Ka <br />70% EXISTING GROUND I <br />APPROXIMATE EDGE OF AREA 1 LINER <br />31 <br />cn cu <br />E <br />RE -ALIGN EXISTING STORM WATER <br />55' 7 DRAINAGE PIPE TO ALIGN WITH THE <br />2' I CROSS -DRAIN. <br />2% r 1 1 <br />1 <br />CROSS -DRAIN `EARTHFILL `-EXISTING GROUND <br />m K. <br />SEAM TO BE GROUTED AND TROWLED <br />FLUSH ALONG WIDTH OF STRUCTURE <br />T.R.M. GEOTEXTILE <br />ROCK <br />FLUSH CL _ VARIES <br />EXISTING 10' 10' COBBLE CROSS -DRAIN ROCK PLACED f <br />GROUND -3%j -3% ON TOP OF T.R.M. <br />L 3' MIN <br />GEOTEXTILE i' EARTHFIIL 34 DETAIL TYP. <br />c1D - ROCK AND TRM CONNECTION <br />m31 SECTION N.T.S. <br />\Z[cY CROSS—DRAIN SECTION <br />N.T.S. E <br />31 <br />I <br />RE -ALIGN EXISTING DRAINAGE <br />CO�BLE CROSS -DRAIN f 1 c <br />PIPE TO LINE UP WITH THE <br />TOP OF BANK AT INLET <br />EL'. 212.9 FT. MSL-" <br />CROSS DRAIN CENTER LINE <br />10' 10' <br />FLUSH 131%, ,0 <br />AS SHOWN <br />,10' <br />EXISTING EDGE <br />FL. EL 207.6 FT MSL <br />-; <br />IOF AREA 1 LINER <br />�3% <br />_ <br />20' <br />1% <br />29 <br />55' "1 1,11 <br />GEOTEXTILE 2' ROCKrn "LIGHT"CLASS <br />NOTE <br />N fact E \ <br />0 <br />,- DAVLIGHT TO <br />i <br />10' - ' EXISTING GROUND <br />DAYLIGHT TO.�M <br />EXISTING GROUND ' I <br />' I�Zl � _ . I I'Illhhh111' <br />27 PLAN VIEW _ <br />ca c11 DRAINAGE BASIN 1 <br />N.T.S. <br />TOP OF BANK <br />EL- 262 FT. MSL <br />EXISTING GROUND <br />1� BASIN BOTTOM <br />2 ELEVATION: 244 FT. MSL 2 <br />lq � <br />28 SECTION <br />\QV DRAINAGE BASIN 1 <br />N.T.S. <br />c32ii <br />FL. EL: 261.3 FT. MSL <br />EXISTING GROUND CALTRANS "LIGHT' CLASS ROCK <br />NOTE 1) <br />FLUSH <br />CONNECTION <br />1� BASIN BOTTOM 15' J �1 <br />2 ELEVATION: 244 FT. MSL _I <br />2 36 <br />2' <br />OUTLET APRON <br />GEOTEXTILE <br />29 SECTION <br />cn c11 DRAINAGE BASIN 1 <br />N.T.S. <br />Ka <br />70% EXISTING GROUND I <br />APPROXIMATE EDGE OF AREA 1 LINER <br />31 <br />cn cu <br />E <br />RE -ALIGN EXISTING STORM WATER <br />55' 7 DRAINAGE PIPE TO ALIGN WITH THE <br />2' I CROSS -DRAIN. <br />2% r 1 1 <br />1 <br />CROSS -DRAIN `EARTHFILL `-EXISTING GROUND <br />m K. <br />SEAM TO BE GROUTED AND TROWLED <br />FLUSH ALONG WIDTH OF STRUCTURE <br />T.R.M. GEOTEXTILE <br />ROCK <br />FLUSH CL _ VARIES <br />EXISTING 10' 10' COBBLE CROSS -DRAIN ROCK PLACED f <br />GROUND -3%j -3% ON TOP OF T.R.M. <br />L 3' MIN <br />GEOTEXTILE i' EARTHFIIL 34 DETAIL TYP. <br />c1D - ROCK AND TRM CONNECTION <br />m31 SECTION N.T.S. <br />\Z[cY CROSS—DRAIN SECTION <br />N.T.S. E <br />GEOTEXTILE <br />30 SECTION <br />cn DRAINAGE BASIN 2 ROCK DOWN CHUTE <br />N.T.S. <br />2' <br />~� 6' 7' 10' <br />1L 2 �i <br />3 � � 5 <br />2' CALTRANS '1JGHT' CLASS <br />2' ROCK(NOTE1) <br />GEOTEXTILE 2' <br />�.vfva I r[u�. I Ivry yr rlrtcrl cr1 <br />33 SECTION <br />11... ROCK PLACEMENT SHALL BE "METHOD A" AS DESCRIBED IN SECTION 72 OF CALTRANS D11 C DRAINAGE BASIN 2 ROCK DOWN CHUTE SITE FOOTHILL SANITARY LANDFILL <br />STANDARD SPECIFICATIONS, 2010 VERSION. <br />N.T.S. SAN JOAQUIN COUNTY, CALIFORNIA 7 <br />I I R..,..,.� — K3J I�, <br />n o n R R 7 R <br />EARTHFILL I--10' <br />TOP OF BANK AT INLET <br />EL'. 212.9 FT. MSL-" <br />33 <br />ctf C11 <br />10' 10' <br />FLUSH 131%, ,0 <br />' <br />EXISTING GROUND <br />FL. EL 207.6 FT MSL <br />-; <br />�3% <br />_ <br />CHANNEL319' <br />1% <br />GEOTEXTILE 2' ROCKrn "LIGHT"CLASS <br />NOTE <br />35 DETAIL TYP. <br />ROCKANDTRM <br />CONNENTION <br />2' <br />CALTRANS"LIGHT' CLASS ROCK (NOTE 1) <br />32 SECTION <br />C3Ci1 STORMWATER DIVERSION BERM <br />N.T.S. <br />34 <br />f 1 c1 <br />730. <br />7,� PLUNGE POOL 20 <br />2' <br />�BLEVATI N OM <br />ELEVATION: 190 FT. MSL <br />0,1 c11 DRAINAGE BASIN 1 ROCK DOWN CHUTE <br />N.T.S. <br />IF SHEET IS LESS THAN 24" BY 36" THEN IT IS A REDUCED PRINT -SCALE REDUCED ACCORDINGLY. <br />E <br />\ <br />REV GATE DESCRIPTON DRN APP <br />GEOTEXTILE <br />30 SECTION <br />cn DRAINAGE BASIN 2 ROCK DOWN CHUTE <br />N.T.S. <br />2' <br />~� 6' 7' 10' <br />1L 2 �i <br />3 � � 5 <br />2' CALTRANS '1JGHT' CLASS <br />2' ROCK(NOTE1) <br />GEOTEXTILE 2' <br />�.vfva I r[u�. I Ivry yr rlrtcrl cr1 <br />33 SECTION <br />11... ROCK PLACEMENT SHALL BE "METHOD A" AS DESCRIBED IN SECTION 72 OF CALTRANS D11 C DRAINAGE BASIN 2 ROCK DOWN CHUTE SITE FOOTHILL SANITARY LANDFILL <br />STANDARD SPECIFICATIONS, 2010 VERSION. <br />N.T.S. SAN JOAQUIN COUNTY, CALIFORNIA 7 <br />I I R..,..,.� — K3J I�, <br />n o n R R 7 R <br />