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cn <br />3 <br />0 <br />0 <br />Lo <br />x <br />U <br />U) <br />+, <br />c <br />x <br />W <br />/ <br />a <br />U <br />0 <br />N <br />0 <br />v <br />n <br />I <br />0 <br />0 <br />1-11- <br />U <br />I <br />co <br />0 <br />/ <br />0 <br />0 <br />0 <br />rn <br />c <br />a� <br />3 <br />I <br />v <br />0 <br />ry <br />I <br />a� <br />v <br />0 <br />0 <br />0 <br />/ <br />C <br />0 <br />Y <br />U <br />0 <br />V) <br />6-112" OF AC OVER 17-112" <br />AB, AB COMPACTED TO <br />90% RELATIVE <br />COMPACTION <br />VERTICAL CURB & GUTTER PER <br />SAN JOAQUIN CO. STD DWG # R-8 <br />OVER 6" OF AB COMPACTED TO <br />90% RELATIVE COMPACTION <br />3' <br />BGRADE COMPACTED TO <br />MIN 90% RELATIVE COMPACTION <br />CURB & GUTTER SECTION <br />N.T.S. <br />VARIES SEE PLAN <br />MAX SLOPE 2:1 <br />MATCH EXISTING <br />GROUND <br />TYPE "B" CURB PER SAN <br />VARIES 2' MIN JOAQUIN COUNTY STD <br />SEE PLAN DWG # R-8 <br />SAWCUT EXISTING AC 4" CONCRETE OVER 6" AB, AB <br />COMPACT TO 90% RELATIVE <br />COMPACTION <br />2%± O O O O <br />TOP 6" OF SUBGRADE COMPACTED <br />EXISTING STRUCTURAL SECTION TO MIN 90% RELATIVE COMPACTION <br />6-1/2" AC OVER 17-1/2" AB, AB COMPACT <br />TO 90% RELATIVE COMPACTION <br />2 TYPE "B" CURB SECTION <br />N.T.S. <br />8" WIDE CUT IN <br />18" VERTICAL CURB <br />2" 12" 6" EVERY 10' ON CENTER <br />-1.5 11 <br />7-70 <br />6 I ; : a \ j\\7�\X %" RADIUS ON ALL <br />EDGES OF CURB <br />a <br />REINFORCED W/3-#4 BAR <br />CONTINUOUS IN CURB FACE <br />3QCURB-CUT CURB & GUTTER <br />N.T.S. <br />SAWCUT EXISTING ACI <br />EDGE OF TRAVELED <br />LANE. NO SAWCUT IN <br />TRAVELED LANE. <br />VARIES 2' MIN <br />SEE PLAN <br />2%± <br />CURVE <br />CURVE DATA <br />LENGTH OF OFFSET <br />TAPER=120' DISTANCE <br />DIST. FROM DD'=10' DD'=11' DD'=12' <br />POINT A (FT) <br />10 0.16 0.17 0.19 <br />20 0.62 0.69 0.75 <br />30 1.41 1.55 1.69 <br />B 40 BB' 2.50 2.75 3.00 <br />60 5.00 5.50 6.00 <br />C 80 CC' 1 7.50 8.25 9.00 <br />90 8.59 9.45 10.31 <br />100 9.38 10.31 11.25 <br />110 9.84 10.83 11.81 <br />D 120 DU 10.00 11.00 12.00 <br />2' <br />4' <br />-8%� <br />MAX SLOPE 2:1 <br />��','EIW <br />I <br />6-112" AC OVER 17-112" AB, <br />AB COMPACTED TO 90% TOP 6" OF SUBGRADE <br />RELATIVE COMPACTION COMPACTED TO MIN 90% <br />RELATIVE COMPACTION <br />30- <br />0- <br />25- <br />25 <br />20- <br />20- <br />15 - <br />15- <br />10- <br />10- <br />5- <br />4 ROADSIDE SECTION <br />N.T.S. <br />VARIES SEE PLAN <br />Vq\ <br />MATCH EXISTING <br />GROUND <br />MANTH EY RD: STA 45+00.00 <br />EP (E) <br />ALIGNMENT <br />28'± <br />CURB -CUT 3 <br />CURB & GUTTER cx5o2 <br />FINISH GROUND <br />EP (N) <br />FINISH GROUND <br />EP (E) <br />33'± <br />25'± <br />2%+ 2%± _ <br />2 <br />- <br />O± <br />i <br />M <br />I � <br />I � <br />r <br />2' <br />4' <br />-8%� <br />MAX SLOPE 2:1 <br />��','EIW <br />I <br />6-112" AC OVER 17-112" AB, <br />AB COMPACTED TO 90% TOP 6" OF SUBGRADE <br />RELATIVE COMPACTION COMPACTED TO MIN 90% <br />RELATIVE COMPACTION <br />30- <br />0- <br />25- <br />25 <br />20- <br />20- <br />15 - <br />15- <br />10- <br />10- <br />5- <br />4 ROADSIDE SECTION <br />N.T.S. <br />VARIES SEE PLAN <br />Vq\ <br />MATCH EXISTING <br />GROUND <br />MANTH EY RD: STA 45+00.00 <br />0� <br />-50 <br />35- <br />30- <br />25 <br />A B C D 20 <br />B' <br />C' D, 15- <br />EDGE OF STRIPE <br />RIGHT TURN POCKET TRANSITION <br />N.T.S. <br />10 - <br />5 <br />-50 <br />-40 -30 -20 -10 0 10 20 <br />6 CROSS SECTION:�STA45+00.00 <br />N.T.S. <br />MANTH EY RD: STA 29+00.00 <br />30 <br />40 <br />30 <br />25 <br />20 <br />15 <br />10 <br />5 <br />�0 <br />50 <br />EP (E) <br />ALIGNMENT <br />28'± <br />CURB -CUT 3 <br />CURB & GUTTER cx5o2 <br />FINISH GROUND <br />EP (N) <br />FINISH GROUND <br />EP (E) <br />33'± <br />25'± <br />2%+ 2%± _ <br />2 <br />- <br />O± <br />i <br />M <br />I � <br />I � <br />r <br />0� <br />-50 <br />35- <br />30- <br />25 <br />A B C D 20 <br />B' <br />C' D, 15- <br />EDGE OF STRIPE <br />RIGHT TURN POCKET TRANSITION <br />N.T.S. <br />10 - <br />5 <br />-50 <br />-40 -30 -20 -10 0 10 20 <br />6 CROSS SECTION:�STA45+00.00 <br />N.T.S. <br />MANTH EY RD: STA 29+00.00 <br />30 <br />40 <br />30 <br />25 <br />20 <br />15 <br />10 <br />5 <br />�0 <br />50 <br />1 <br />-40 -30 -20 -10 0 10 20 <br />CROSS SECTION:�STA�2+00.00 <br />(�7 N.T.S. <br />30 <br />40 <br />35 <br />30 <br />25 <br />20 <br />15 <br />10 <br />5 <br />50 <br />EP (E) <br />ALIGNMENT <br />CURB -CUT 3 <br />CURB & GUTTER cx5o2 <br />FINISH GROUND <br />21 <br />25'± <br />2%+ 2%± _ <br />-40 -30 -20 -10 0 10 20 <br />CROSS SECTION:�STA�2+00.00 <br />(�7 N.T.S. <br />30 <br />40 <br />35 <br />30 <br />25 <br />20 <br />15 <br />10 <br />5 <br />50 <br />