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RECORD DRA) INMS�-, �QQFesSlp*,4 <br />4r/ G Qq F <br />The information contained on 'these plans is based upon the "as -built" information RTF ` <br />provided by the Contractor and generally depicts the post construction conditions of this I w YNo. C 44665 m <br />site. A post -construction survey was not completed. All information should be field * Era.— tz <br />verified prior to undertaking any future work on this site. sr C,v. <br />�rF of cacaE�a <br />G Zi <br />Kevin C. Carter, P.E. C44665 Date f 00, <br />Kerry Engineering and Surveying, Inc. <br />�n <br />N <br />00 <br />x <br />60LF 12"RCP-/ <br />NORTH <br />SCALE. -I"=40' <br />60LF 12"RCP-\ <br />INSTALL 25' <br />C.L.-42" GATE <br />01 <br />NEW FENCE 2 • \ -', - X09\ 1 <br />:F <br />INSTALL 25'`9z,d r,...1 <br />x <br />N C.L.-42 GATE <br />a <br />-----'----_._.-- �// \ <br />NEW FENCE <br />-�- _ CfffJLTE ROAD N t <br />-48+00 r <br />TYPE N-4 <br />NEW FENCE \ <br />+50+�0' MARKERS TYPE. N-4 — — <br />+ -- <br />77 <br />51+00 ; 52+00v <br />49+00 + MARKERS /53+ 00 54+0/0� 55+00 <br />+ t- + .,,� <br />_ .. NEW. MBGR _ TYPE P' MARKER ._ . <br />REMOVABLE POST (TYP <br />PER DETAIL,.. - - <br />// i - - <br />TYPE P MARKER W57 & TYPE N-4 MARKER// /` \ r10. <br />�} <br />. a_... .... _� NEW FENCE <br />_/✓ L RCP <br />6F 12 X <br />� II—III III—III—I I � � L <br />V <br />II Air <br />llI—M-_ 11—F <br />I I Iii d' <br />II 1-1l—IIHIIiI? �c9&zi <br />I <br />W 111-11 Izi I1—III III 1— — i s I <br />G I —III II_I III 111-III—III NEW FENCE 1 t rNEW FENCE <br />x <br />I� I-1 l III 71 I_I I_ <br />I— <br />11-11 f --1 I II I f I I T=1 I= I I O I <br />w�—III—I I i—ITI <br />� W Ilil�i_i�lll��lll= _ <br />NEW FENCE \ ' \\ 12"4 C14 <br />It <br />b' <br />PROVIDE 2 DIA. LIFTING EYE <br />WITH 5/8" BOLT. \ I v <br />\ \ J <br />J <br />\ Q <br />W6X�8.5ORW6X9X6'-0" \ N <br />GALVANIZED STEEL POST PER A77C-1z <br />\ oo\- <br />\� <br />WELD 8" X 8" X 1/8" GALVANIZED \\ <br />STEEL PLATE TO POST TO COVER BOX <br />REMOVABLE POSTS TO BE CENTERED ON 1' <br />USBR ACCESS ROAD. POSTS MIN. <br />5-11. POST 1 AT W END. <br />✓ABLE PO(. <br />NOT TO SCALE <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 />T <br />FOR MBGR DETAILS, SEE CALTRANS <br />STANDARD PLANS, 1988 EDITION, <br />DETAILS A77C-1 THROUGH A79 -D. <br />FILL AS NECESSARY <br />ELEV. <br />ACCESS <br />ROAD <br />6" DRAIN ROCK <br />EXIST. GROUND - <br />L TURN—AROUN <br />NTS <br />TION <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 />GRADE TO DRAIN / \ <br />1% MIN. - <br />r—_ <br />_ - 1 -2N -CP - - <br />EXIST. GROUND <br />TYPICAL SECTION <br />NTS <br />PR T E Li <br />SEPioM <br />;U) <br />7_ <br />0 <br />in <br />W <br />cr <br />I <br />m <br />tj <br />� <br />U <br />I <br />C7) <br />O <br />y <br />WCiI <br />0) <br />m <br />V) <br />U <br />N <br />a <br />W <br />O <br />U <br />n <br />\ <br />M <br />o <br />C <br />w <br />w <br />Mo <br />w <br />z <br />U <br />QN <br />N <br />x <br />G <br />CJ <br />C <br />C) <br />U <br />(n ; <br />W <br />U <br />rr <br />0 <br />S <br />U <br />(Y <br />(1. <br />(Y <br />(I- <br />m <br />_N <br />0) <br />m <br />V) <br />Q <br />0 <br />W <br />0 <br />C <br />0 <br />.L <br />aM <br />M <br />z <br />C <br />o <br />z <br />Mo <br />Q <br />• <br />QN <br />N <br />o <br />G <br />CJ <br />z <br />NN <br />C <br />Q <br />E5 <br />U <br />» <br />t[ <br />0 <br />(n <br />N <br />" <br />U <br />:a <br />z <br />0 <br />Y� <br />U <br />Q <br />U_ <br />n- <br />0 <br />0 <br />m <br />_N <br />m <br />V) <br />V) <br />W <br />W <br />J <br />�o <br />o <br />M <br />o <br />o <br />