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<br />O CONSTRUCTION NOTES D M
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<br />~a y PAVING ~ ~ Q ~ ~ y 0 ~
<br />la. CONST.,REVERSE CURB & GUTTER_ - x ~ ~ n
<br />SECTION PER DETAIL 4 tip ~ C• I 0 y ~ ~ A
<br />USE TYPE "A" EXCAVAT ON. N ~ ~ 3a a ~ r~ ~ ~ ~
<br />3b. USE TYPE "B" EXCAVATION. y Q TYPE "C" EXCAVATION. ? N 2 3c. USE r a WW ~
<br />4. BASIC BID = 3-1/2" AC ON 18-1/2 CRUSHED .n n ~f
<br />= 9" AC. ~ ~ ~W ROCK. ALTERNATE BID. ~ ~ W~
<br />36. MATCH T4 EXISTING AC PAVING. ~2 ~ TL 1T-03-18-251 - - ~ ~ •43 /8 250,3 ~ W W
<br />T. STD. 5' WIDE SIDEWALK. N ZQ 3T. CONS ~ N
<br />37a. CONST. STD. 9 WIDE SIDEWALK. J ' ~ J
<br />ST'. BUS BAY REFUGE LANE. 40. CON ~ ~W
<br />42. SAW CUT AND REMOVE EXISTING AC PAVING. IGN. y ~ 43. .PROVIDE LTD BUS STOP S SCALE ~ J
<br />44. LOCATION OF FUTURE SIDEWALK. NOT IN
<br />CONTRACT. ~ f ~ NORIZ I~~ ~ 20~ ~j
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<br />LEGEND
<br />---___---===L~-- CURB ANO GUTTER SECTION ~ y\
<br /> 20" D~WM EXISTING WATER LINE, SIZE ~
<br />E CURVE TABLES 2 y CENTERLIN y FROM STA L llf5 y = _ _ - EXISTING CURB AND GUTTER SECTION ~ D LIMIT OF LANDSCAPED P.U,E, ~
<br />o a 3a y h h n TO STA LZl3fll n h M r~' ~ " ROAD RIGHT OF WAY LINE
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<br />C3S EXI3tiN0 ti ~ w + - CENTERLINE ROADWAY ~.,4~
<br />0 o R oa'~ ~ ~ MATCH LINE ~ FROr}N STA LZ/3f9/
<br />PC STA L28+80.00 ° ° 2 _ sun , z... 3 ~
<br />PT STA L 1625.16 Q~ u s l u r
<br />RADIUS=1041. T4 FROM STA LZl3fll
<br />LC=S 62°31'12" W ?29.38 TYP 4 2
<br />h 42 TO STA L /3f9/ ~ 36 7
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<br />, . . . , , , . , , , , , , , , . , . .EX/ST/NG~ EDGE OF PAVEMENT ~
<br />:~'X/S~'lNG'CENTERLINE'TYP
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<br /> . . . . . . CM73
<br />, . L 12-00 . . . . . . . . . . . . . . . . ..,...L214+00 ......1.214+50....... SHEET 3 Of 88
<br />.zl 1--50 . . . . . -XI3+00 ,
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