IFB051DPWC18 C DRAWING
Single Solid 4". White Striping (edge striping) Single Dashed 4” White Striping (lone striping) ~ | : + Double Solid 4" Yellow Striping (centerline): Single Dashed 4” White Striping (lane sertping) Single Solid 4" White Striping (edge striping) DOUBLE SOLID YELLOW STRIPING AND WHITE EDCE LINE \ ANCHORED PAVEMENT MARKER 760 EA, DIVIDER | EDGE COLOR YELLOW | WHITE spacinc| 20 Fr | 20 FT AMOUNT 160. BA. PAVEMENT } MARKER TABLE ang’ | pte | ae "6t -4'? , TURN LANE-USE ARROW THROUGH LANE-USE ARROW 6% -4'! 1-444 (tanya eats ‘o I ~ 7 i ay a 3 t i a ¢ yg 9 ree Ny Ls) . os So * OF | 1 NEAR EDGE. OF CROSSWALK NOTES: 1. PROJECT aye SHEETS SE. VI V1-0066¢ 015) F17 54 All striping shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) latest edition. edition. All letters, numerals and symbols shall conform with the "Standard Alphabets for Place pavement word.and symbol markings in accordance with the i Manual on Uniform Traffic Control Devices(MUTCD) , current Highway Signs and Pavement Markings’’. …
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Single Solid 4". White Striping (edge striping) Single Dashed 4” White Striping (lone striping) ~ | : + Double Solid 4" Yellow Striping (centerline): Single Dashed 4” White Striping (lane sertping) Single Solid 4" White Striping (edge striping) DOUBLE SOLID YELLOW STRIPING AND WHITE EDCE LINE \ ANCHORED PAVEMENT MARKER 760 EA, DIVIDER | EDGE COLOR YELLOW | WHITE spacinc| 20 Fr | 20 FT AMOUNT 160. BA. PAVEMENT } MARKER TABLE ang’ | pte | ae "6t -4'? , TURN LANE-USE ARROW THROUGH LANE-USE ARROW 6% -4'! 1-444 (tanya eats ‘o I ~ 7 i ay a 3 t i a ¢ yg 9 ree Ny Ls) . os So * OF | 1 NEAR EDGE. OF CROSSWALK NOTES: 1. PROJECT aye SHEETS SE. VI V1-0066¢ 015) F17 54 All striping shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) latest edition. edition. All letters, numerals and symbols shall conform with the "Standard Alphabets for Place pavement word.and symbol markings in accordance with the i Manual on Uniform Traffic Control Devices(MUTCD) , current Highway Signs and Pavement Markings’’. Colors of the reflective markers to be either yellow or red as specified. Top of the markers shall also be reflective. clear (white), Crosswalk Solid 6” White Lines and 24" Width Hatch Marks. TYPICAL CROSSWALK STRIPING —! = are “STOP” WORD MARKIING GUTTER LINE TO CENTER LINE STOP BAR a 2’ PAYMENT QUANTITIES ITEM Turn Lane—-Use Arrow AREA (SQ._-FT.) Through Lane—Use|Arrow 12 Turn and Through Lane~Use Arrow Handicap Marking ONLY Word Marking STOP Word Marking 26 9 2t. 2a. DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING PAVEMENT MARKINGS DETAIL 63401