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l� A <br />I. I IIIIIIIIIIII <br />� SECIlON 13 _1osn� — <br />sEcnoN <br />AND BOX <br />IXCEPT A <br />�4. <br />q'i I i 5=0.0011 <br />IX 21'PPE NAEP - •:•;\I <br />E 7296 24" <br />cur EXISRNO ou7Fk <br />AT PROPOSED .: <br />'EIEYA MY J220 <br />24" ARE <br />E 7220 2f'; �D• <br />R� .n <br />nD EASWENTJ <br />IX. 6D'SO CULVERT <br />6 <br />Al f• S=VARIFS <br />ilp <br />E WRE� <br />0 4T" <br />I <br />I e <br />EXISDND R <br />AS <br />VON SOSTEN ROAD <br />W <br />OIfRROW 60" X 60' CB- <br />RFIR 3UIO: DA1E - <br />PER DETAft 5SHEET GJf./___—__—_____—_____—______ <br />1 RE 27.93 <br />lE 2,[56 42', : <br />IE 2,116 42' - <br />JSJ) 2 <br />I:avf �d I C�.I <br />RJO' <br />wPF wEr <br />- <br />\ <br />\ IW O EASENENr <br />\ <br />I \ <br />I \ <br />16' PIPEWILfC <br />AE moo ie' \ <br />WT EVSWG OUTFALLf <br />AT PROPOSED <br />i ELEPA 170V MOO <br />I <br />I / <br />1 <br />4Z'SLUICE GTE 1YITH LOCKING MECHANISM <br />ANDBOX <br />REMAIN COMPLETELY OPEN, <br />IXCEPi AT TIMfs WHEN A DIVERSION AT <br />IAMMERS RD. WgTERSHEO OUTFLOWS TO <br />FAgLRIES SERVING THE WESTSIDE CHANNEL <br />\VATEASHEO IS WARRANTED. <br />SECTION A n <br />ACCESS ROAD <br />CULVERT RIPRAP <br />NORTH <br />0 10 20 40 60 <br />Stole 1" = 20 f( <br />1.5' GRIND AND 1.5' OVERLAY. CONFORM <br />TO EXISTING GRADE ON ALL SIDES (TYP) <br />6' A8 COMPACTION TO 95% OVER 95% <br />R.C. S <br />Z' THI <br />UBGRADE <br />CK LAYER OF ROCK PROTECTION <br />USE'NO,1 BACKING' PER CAL TRANS <br />SPECIFICATIONS SEE DETAIL 3 SHEET CM <br />o TieEntck+ F3Ac,k.Ft U- 'P612 - <br />5A V 7OAQUEA/ (. wort' <br />I6' x 30'z I4,5' x <br />3 IX, ASPHALT ROAD u6i I 't �1T pWG" <br />------- I VARIES I s14 %Y ,TVAI,�tffn/Lo'�i�""/ <br />------ --- \ . awU. 3l0 <br />A5PHALTTO BE REPLACED U <br />6.5's IN KIND WITHIN TRENCHING IX. GRADE V <br />COVER LIMITS, SEE PIAN FOR V <br />TRENCH DIMENSION, <br />420ASTM C3614 CLASS0-25 <br />SD <br />.24'SD CULVERT <br />REMOVE IX. 24'SD CULVERT AND BACKFILL PER <br />UPDATED GEOTECII REPORT, OVEREXGVATION AND <br />PLACEMENT OF AN I8' THICK SECTION OF 314' CLFAN <br />CRUSHED ROCK PLACED GEOTEXPLE STABILIZATION <br />FABRIC (MIRAFI 60OX OR APPROVED EQUAL) <br />m m <br />B o i 0 <br />W <br />Ln <br />W <br />o z <br />z <br />W <br />0 � <br />uj <br />W <br />semQ. J <br />—J J ujU <br />Z p <br />Q � <br />Z <br />W <br />Z <br />SHEET <br />C5.5 <br />OF 16 SHEETS <br />2 <br />am <br />m3 <br />\ <br />6a <br />�e <br />QE <br />of <br />m m <br />B o i 0 <br />W <br />Ln <br />W <br />o z <br />z <br />W <br />0 � <br />uj <br />W <br />semQ. J <br />—J J ujU <br />Z p <br />Q � <br />Z <br />W <br />Z <br />SHEET <br />C5.5 <br />OF 16 SHEETS <br />SIII <br />m m <br />B o i 0 <br />W <br />Ln <br />W <br />o z <br />z <br />W <br />0 � <br />uj <br />W <br />semQ. J <br />—J J ujU <br />Z p <br />Q � <br />Z <br />W <br />Z <br />SHEET <br />C5.5 <br />OF 16 SHEETS <br />