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ROADWAY ITEMS TRAFFIC ITEMS <br /> THERMOPLASTIC THERMOPLASTIC PAVEMENT MARKER <br /> o <br /> o a a <br /> wTRAFFIC STRIPE PAVEMENT MARKING (REFLECTIVE ) <br /> — � <br /> >- I- w c\j N i- E- a STAT I ON DETA I L WH I TE YELLOW AREA TYPE (D) TYPE ( H ) <br /> LINE LT/RT <br /> � > w o Ln uo a Cr w FROM TO NO. DESCRIPTION <br /> 0 a o o: Ln V) = U � LF SOFT EA <br /> o x� o J J Lai) o B ' 301 +50+50 302+00 6 - 1 2 2 <br /> w w - m U U a U -- 1131 302 +00 304 + 80 34 - 350 7 13 <br /> STATION CY TON ' B ' 305+ 20 334 +80 22 - 5920 250 <br /> FROM TO ' B ' 335+20 338 +00 34 - 350 <br /> ' 6 ' 301 +50 314 +73 1133 47257 1247 2110 1958 ' B ' 301 +50 338+00 27B LT 3650 7 13 <br /> ' B ' 314 +73 315+ 10 2200 ' B ' 301 +50 338+00 27B RT 3650 <br /> ' B' 321 +30 321 +86 2050 1SW' 500+ 20 505+40 22 - 1040 46 <br /> ' 13 ' 321 +86 338+00 1410 87664 1530 2590 2395 ' SW' 500+20 505+40 27B LT 520 <br /> ' SW' 500+20 505+40 67 1819 289 ' SW' 500+20 505+40 27B RT 520 <br /> ' SE ' 600+00 611 +40 14 286 350 210 ' NW' 800+00 810+95 22 - 2190 94 <br /> ' NW' 800+00 811 +00 271 424 592 ' NW' 800+00 810+95 27B LT 1095 <br /> ' NE ' 700+20 716+25 4 422 476 431 ' NW' 800+00 810+95 27B RT 1095 <br /> ' B' 319+79 320+09 ( LT ) ' SW' 500+20 LT 20 STOP BAR (WHITE ) <br /> ' B' 321 +31 321 +61 (LT ) ' SW' 500+28 LT 22 STOP LEGEND (WHITE ) <br /> CONTOUR GRADING BETWEEN ' NE ' LINE AND RR 300 ' NW' 810+95 RT 20 STOP BAR (WHITE ) <br /> AC OVERSIDE DRAINS & DOWNDRAINS 6 ' NW' 810+87 RT 22 STOP LEGEND (WHITE ) <br /> AC DIKE 51 SUBTOTAL 10530 9862 84 406 1 26 <br /> TOTAL 1290011424221 4484 1 4704 1 5051 1 F—TOT—AL 20392 84 432 <br /> ( N ) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY <br /> ASHPALT CONCRETE DIKE GUARD RAILING OBJECT MARKER <br /> TYPE N <br /> w (RED - <br /> PLACE ASPHALT w w a Z V) _o TYPE L - 2 24 " x2411 ) TYPE P <br /> CONCRETE DIKE = w � a J N N o = LINE LOCATION Eq <br /> w zo w a 0 Of CL J w ' B' 306+62 24 ' RT I <br /> STATION TYPE F TYPE C TYPE E a U �" m o o z N w / B/ 306+62 24 ' LT <br /> LINE FROM TO LT/RT LF TON a a 00 �' V) o ' B' 314 +73 20' RT 1 <br /> B 307+50 314 +56 LT 706 16. 6 < 0 w o < < / 13 ' 314+ 73 20 ' LT <br /> / B / 313+50 314 +50 RT 100 2. 3 � 0 - �- w u a / B/ 315+25 80' LT <br /> ' B ' 322+21 328+40 LT 619 14. 6 STATION LF EA ' B' 319+80 100' LT 2 <br /> B FROM TO LT/RT 328+00 333+00 RT 500 11 . 8 B 321 + 70 100 LT 2 <br /> ' B ' 333+00 333+63 RT 62. 5 1 . 1 / B/ 307 +00 314 +50 RT 750 1 1 / B/ 321 +86 20' LT I <br /> ' B ' 333+63 334 +50 RT 87. 5 4 . 1 ' B' 307 +00 314 +56 LT 756 1 1 ' B' 321 +86 20' RT I <br /> SUBTOTAL 1925 62. 5 1 87. 5 ' B ' 321 +91 333+00 RT 1109 1 1 ' B' 323+38 24 ' LT I <br /> TOTAL2075 51 / B' 322+21 333+00 LT 1079 1 1 ' B' 323+38 24 ' RT <br /> ' B' 315+25 80' LT AT EX BRIDGE I TOTAL 4 4 5 <br /> TOTAL 3694 4 1 4 I <br /> EROSION CONTROL ITEMS CONSTRUCTION AREA SIGNS <br /> NO. OF POST <br /> a w >-o w z SIGN LOCATION CODE PANEL SIZE SIGN MESSAGE AND SIZE <br /> C) - a N - - zo B' 296+50 - RT CI8 48" x48 " ROAD CONSTRUCTION AHEAD 1 - 4 " x4 " <br /> Cr J 0 Q N 0 J J — ' B ' 296+50 - LT C13 48 " x18 " END CONSTRUCTION I - 4 " x4 " <br /> CwC - Lu non non - -i B 346+00 - LT C18 48 x48 ROAD CONSTRUCTION AHEAD I - 411x411 <br /> L � Q W LL � LL 0 w 0 m J / / " M II <br /> tea' Cr m mw :2r Crw a � <br /> o w H- - 0 0 0 = Z) w � ' B ' 346+00 - RT C 1 3 48" x l 811 END CONSTRUCTION I - 411 x4 " <br /> U Li V) LL U U a_ In V) W z <br /> 0 <br /> STATION TYPE LB TON LB CY LB Q <br /> FROM To B ROADSIDE SIGNS <br /> 301 +50 314 + 73 D 238 1 . 6 635 53 2382 28 238 w <br /> ' B ' 306+00 314 + 73 C 451 4 . 5 1203 202 4510 53 451 SIGN PANEL SIGN N0. OF POST N0. OF w <br /> ' B ' 321 + 86 338+00 D 296 2. 0 789 66 2958 34 296 SIGN LOCATION CODE SIZE MESSAGE SIZE AND TYPE SIGNS o <br /> / 131 321 + 86 334 +00 C 792 7. 9 21 1 1 355 7915 92 1 792 ' SW' 500+25 - LT RI 36' x36 " STOP I - 2 " I . D. GALV PIPE I <br /> / SW/ 500+ 20 505+40 D 21 0. 1 56 5 210 2 21 / 13' 319+80 - 100' LT W31 30" x30" END ON BARRICADE 1 Q <br /> SW' 500+20 503+00 C 38 0. 4 102 17 384 4 38 / B/ 321 + 70 - 100' LT W3 I 30" x30" END ON BARRICADE I REGISTERED CIVIL ENGINEER �vQ�� A. �� <br /> NW' 800+00 810+95 D 45 0. 3 120 10 450 5 45 ' NW' 8 I 0+90 - RT R 1 36 " x36 " STOP I - 2 " I . D. GALV P IPE 1f1.S�D2 = o <br /> TOTAL 1881 17 5016 709 18810 220 1881 TOTAL4 PLANS APPROVAL DATE No. C60254 <br /> * Exp. 6-30-04 <br /> 13 QUINCY ENGINEERING, INC J�A Q a <br /> 3247 Ramos Circle C 1\� <br /> Sacramento, CA 95827 - 2512 OF CAIIF� w <br /> a <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> SUMMARY OF SHEET TOTAL <br /> MIGNAE� SANCHEz5ii3io2 J6F� OL50N 5/02 KAK6N TAfMAN 5/02 1 s/��la Y,� f �,; ��FL COUNTY OF SAN JOAOU I N NO SCALE JACK TONE ROAD N0. SHEETS o <br /> 1✓h QUANTITIES GRADE SEPARATION 19 41 <br /> FILE NAME I DRAWER ISHEET N0. ACAD REVISIONS DATE <br /> 5085RQU. OGN <br />