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DIST COUNTY <br />10 Si <br />ROUTE POST MILES SHEET TOTAL <br />TOTAL PROJECT NO. SHEETS <br />I h 2 105 <br />7-1 <br />C\J pr) <br />Fj C\j U) <br />(D I I <br />0 <br />'2 <br />L X) <br />(A <br />I <br />U) <br />CID > <br />0 LIJ <br />Lij rr <br />V) LLI <br />> <br />LLJ <br />rr n <br />LLJ <br />N\ <br />0)- )1- <br />LLJ [0 Co <br />I-— <br />< 0 <br />z <br />C) 0 U <br />-j V) LLJ <br />< Lij -r <br />C)o C) <br />cr <br />W <br />W <br />z <br />Z <br />0 <br />Z <br />Lj <br />W <br />�z <br />V) <br />U <br />W <br />W <br />Oil <br />113- <br />i <br />r14 <br />M <br />Ld <br />L-L-j <br />0 <br />n3 <br />C <br />0 <br />E <br />E <br />0 <br />0 <br />L <br />< cc <br />LU <br />LU <br />0 <br />42 2 <br />L tj <br />LA- C: <br />,j <br />L <br />C <br />V) <br />C <br />0 <br />CONSTRUCTION AREA SIGNS <br />(STATIONARY MOUNTED CONSTRUCTION AREA SIGNS) <br />SIGN <br />PANEL H <br />POST LENGTH (FEET) NO. OF POST <br />NO. <br />CODE <br />SIZE_ (FEET) SPAN <br />(INCHES <br />41lx4l1 41jx6ll 611l' 6'l` ONE TWO <br />REMARKS <br />(SEE NOTES) <br />POST POST <br />I <br />C14 <br />42xI8 5 <br />11 X <br />3 <br />2 <br />C23 <br />30x3O 5 <br />13 X <br />3 <br />3 <br />C9A <br />48X48 <br />4 <br />C36 <br />48x48 <br />5 <br />W19 <br />42X42 <br />6 <br />C30 <br />30x3O <br />7 <br />C30 <br />30X30 <br />8 <br />C30 <br />30x3O <br />9 <br />C30 <br />30x3O <br />10 <br />W19 <br />42X42 <br />11 <br />C36 <br />48x48 <br />12 <br />C9A <br />48X48 <br />13 <br />C23 <br />30x3O <br />14 <br />C14 <br />42xI8 <br />C2 <br />48X30 <br />15 <br />TYPE <br />TH BARRICADE <br />2,4 <br />16 <br />C36 <br />48x48 <br />17 <br />C9A <br />48x48 <br />C2 <br />48x3O <br />18 <br />TYPE <br />ITT BARRICADE <br />2j, 4 <br />C2 <br />48x3O I <br />I <br />19 <br />TYPE <br />ITT BARR I CADE <br />2v 5 <br />20 <br />W19 <br />42x42 <br />21 <br />C9A <br />48x48 <br />22 <br />C36 <br />48x48 <br />23 <br />C36 <br />48X48 <br />24 <br />C9A <br />48x48 <br />C2 <br />48X30 <br />1 <br />215 <br />TYPE-01 <br />BARRICADE <br />2,4 <br />26 <br />C36 <br />48X48 <br />27 <br />C9A <br />48X48 <br />28 <br />C14 <br />42xI8 5 <br />13 X <br />3 <br />29 <br />C23 <br />30X30 5 <br />11 X <br />3 <br />ee­ <br />�v <br />Datc-;.. �ud�d \/er,fY <br />Anypp,r­jon ­,j(� (�j NNork <br />+;on By inspecting TheO <br />A0 <br />APPLICABLE <br />STAGES <br />ALL <br />ALL <br />ALL <br />ALL <br />3 & 4 <br />ALL <br />3 & 4 <br />3 & 4 <br />ALL <br />3 & 4 <br />ALL <br />ALL <br />ALL <br />ALL <br />3 & 4 <br />1 & 2 <br />1 & 2 <br />N�j <br />�-w <br />3 & 4 <br />3 & 4 <br />3 & 4 <br />3 & 4 <br />3 & 4 <br />I & 2 <br />ALL <br />ALL <br />ALL <br />ALL <br />REGISTERED CIVIL ENGINEER <br />PLANS APPROVAL DATE <br />LLARSHN & ASSOCIATES, INC. <br />9833 Horn Rocid, Sulte C <br />Siacrcmento, Calif ornlic 95827 <br />General Notes: <br />-All sIgns are to be covered or removed when not applIcable. <br />-Unless otherwilse noted, all sIgns are to be <br />portable & placed as work schedule requIres. <br />-HeIght "H" Is vertIcG1 d1stance from roadway surface to base of sIGn. <br />SpecIfIc Notes: <br />/. SIgns to be mounted on type 1H bGrrlcGde. <br />2. Type III barrIcade to be constructed In accordance w1th <br />Cialtrians Standard Plans, dated January 1988. <br />BarrIcGdes to extend the whole wIdth of the roGdwGy. <br />3. Sligns shall conform to, and be mounted In accordance wIth, <br />the Caltrans Standard Plans, dated January 1988 and <br />CaltrGns 'Trafflc Uanual", 1985 edItIon (IncludIng changes). <br />4. YInImum 4 barrIcGdes. <br />5. YInImum 6 bGrrlcGdes. <br />BACON I <br />SLAND <br />ROAD <br />BR I DGE <br />AT <br />CONSTRUCT <br />I ON <br />AREA <br />& TRAFF <br />I C <br />M I DDLE <br />CONTROL <br />It, <br />ARLIE SKELTON <br />LLJ <br />cl`� No. 12966 <br />Exp. 3/31/97 <br />CIVIL <br />C Niii <br />VER <br />S I GNS <br />CS-2 <br />FORM DC-OE-92-PF (REV. 3/,,) DC-','C <br />ei�3 —Z 0 —7 <br />FOR REDUCED PLANS 0 <br />ORIGINAL SCALE IS IN INCHES I <br />2 <br />3 <br />Cu <br />EA <br />