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RECORD DRAWINGS /af E SS/0*, <br />T <br />The information contained on these plans is based upon the "as -built" information Y F� <br />provided by the Contractor and generally depicts the post -construction conditions of this I w No. C 44665 <br />site. A post-consuvction survey was not completed. All information should be field <br />verified prior to undertaking any future work on this site. sr <br />�Tc uF CA��Eo <br />Kevin C. Carter, P.E. C44665 Date <br />Kerry Engineering and Surveying, Inc. <br />48+00 <br />ri + <br />c <br />c <br />00 <br />NEW FE"'rrr <br />/4 <br />ri <br />x <br />60LF 12"R( <br />I <br />ri <br />xo <br />50+ 0 <br />NORTH <br />SCALE: 1 "=40' <br />60LF 12"RCP <br />C — <br />\ —N — <br />INSTALL 25' <br />* C.L.-42" GATE <br />\ NEW FENCE ChVLTE ROAD <br />7 r -- -- <br />r/ TYPE N-4 - <br />MARKERS TYPE N-4 1 <br />+ 51 } OC 52+ 00 MARKERS r5,3 00 + <br />49+00 NEW MBGR TYP <br />REMOVABLE POST (TYP <br />PER DETAIL <br />x <br />TYPE P MARKER � <br />I <br />w <br />�W <br />PROVIDE 2" DIA. LIFTI� <br />WITH 5/8" BOLT. <br />W6X8.5ORW6X9X6'-0" <br />GALVANIZED STEEL POST PER A77C-1 <br />WELD B" X 8" X 1 /8" GALVANIZED <br />STEEL PLATE TO POST TO COVER BOX <br />CLASS A CONCRETE — PROVIDE <br />REBAR PER A79—E, SECTION E—E <br />FABRICATE METAL BOX TO ACT AS <br />SLEEVE FOR STEEL POST. ALLOW <br />1/8" SPACE FROM POST TO BOX. <br />SHIM AS NECESSARY. <br />FOR MBGR DETAILS, SEE CALTRANS <br />REMOVABLE POSTS TO BE CENTERED ON I 1' STANDARD PLANS, 1988 EDITION, <br />USBR ACCESS ROAD. POSTS I MIN. DETAILS A77C-1 THROUGH A79—D. <br />5-11. POST 1 AT W END. <br />REMOVABLE POST DETAIL <br />NOT TO SCALE <br />P MARKER <br />W57 & TYPE N-4 MARKER// <br />FILL AS NECESSARY <br />4CE <br />INSTALL 25' <br />C.L.-42" GATE <br />.0 1 <br />CN <br />ti <br />NEW FENCE — — <br />54 0(�r + {r 55� g0 <br />NEW FENCES/� <br />ACCESS <br />ROAD <br />i <br />L � <br />6" DRAIN ROCK <br />— — � EXIST. GROUND <br />GRAVEL TURN —AROUND SECTION <br />N TS <br />N <br />66LF 12"RCP <br />tor X� <br />EW FENCE <br />w <br />Q <br />0 <br />N <br />_j <br />U <br />in <br />N <br />J <br />Q <br />NOTE: <br />THE CONTRACTOR SHALL NOTIFY <br />THE UNDERGROUND SERVICE ALERT <br />AT 800-642-2444 48 HOURS <br />PRIOR TO ANY EXCAVATION. <br />NOTES: <br />1. GUARDRAIL REFLECTORS SHALL BE PROVIDED AT <br />EVERY NON —REMOVABLE POST. <br />2. GUARDRAIL SEGMENTS SHALL LAP IN THE DIRECTION <br />OF TRAFFIC FLOW. <br />3. AT THIS TIME, ALL CONSTRUCTION HAS BEEN <br />COMPLETED EXCEPT FOR THE MBGR INSTALLATION AT <br />THE SOUTHWEST QUADRANT OF THIS BRIDGE. <br />4. SUFFICIENT TRAFFIC CONTROL MEASURES SHALL BE <br />PROVIDED UPON THE TEMPORARY REMOVAL OF ANY SEGMENT <br />OF GUARDRAILING. <br />ACCESS <br />ROAD <br />L_J <br />GRADE TO DRAIN <br />1%MIN. �-�/-- ---- —— <br />_—y12'RCP-- <br />EXIST. GROUND <br />TYPICAL SECTION <br />N TS <br />SEPlo� <br />iU) <br />7_ <br />I � <br />U) <br />Cr <br />W <br />F <br />a <br />1 <br />! m <br />I� <br />U <br />UI <br />� UI U <br />UIU <br />7 Y Y `e- <br />rn <br />O w <br />X �j <br />N a U w Ca U Cr <br />00 W Z X <br />CJ <br />W <t in O <br />S U w rr 3 [t rr <br />C) (n U L] U (I (I- <br />0 O <br />4 <br />M z <br />a< <br />C W z <br />m QN Q <br />OP <br />N <br />C NN <br />Q <br />0 N -t N <br />oW <br />4 z <br />: a" w <br />Q LL_ <br />a. o � <br />0 <br />O <br />0 <br />Q <br />6 <br />o <br />z <br />c <br />J <br />4 <br />I <br />s <br />oc <br />.ill <br />o <br />Z <br />=Z <br />044 <br />to <br />O <br />tootcc <br />N <br />30 <br />o <br />m <br />c <br />� <br />w <br />� <br />� <br />O <br />IL <br />a <br />W <br />N= <br />3 <br />N <br />.i <br />Ck <br />O <br />w <br />� <br />W <br />N <br />W <br />o <br />d <br />OC <br />z <br />o <br />~ <br />N <br />J <br />W <br />o <br />Q <br />0 <br />0 <br />F <br />z <br />s <br />an <br />m <br />rn m <br />T = <br />N <br />W <br />w <br />2 <br />O <br />V\ <br />w <br />J_ <br />c <br />O <br />0 <br />