AIPLANE PAVEMENT MAKINGS 2 LANE OADWAY TAFFIC LANE GAVEL SHOULDES 4' SHLD 10-1 2 LANE OADWAY PAVED SHOULDES DESIGNE'S NOTE: SUVEYED PAY FO AIPLANE MAKE AS 2 LINE. SUVEYED 4 LANE OADWAY (UNDIVIDED) GAVEL SHOULDES SUVEYED SUVEYED 4 LANE OADWAY (UNDIVIDED) PAVED SHOULDES 4 O MOE LANE OADWAY (DIVIDED) PAVED SHOULDES 4 O MOE LANE OADWAY (DIVIDED) GAVEL SHOULDES
AEA 26.16 SQ FT EM 95 SQ FT PEIMETE 50FT AEA 25.87 SQ' EM 88 SQ ' PEIMETE 38 ' AEA 9.75 EM 30 SQ FT AEA 15 SQ' EM 48 SQ ' PEIMETE 30 ' AEA 12.01 SF EM 35 SF PEIMETE 30 FT AEA 37.04 SQ ' EMOVAL 150 SQ ' PEIMETE 70 ' AEA 37.04 SQ ' EMOVAL 150 SQ ' PEIMETE 70 ' Pavement Marking Character s s are in square feet. Pavement letters are 96" tall. NOTE: ALL EMOVAL AEAS AE COMPUTED AS ECTANGLES AS EQUIED BY SPEC. 2102 PUBLISHED BY OTST: 19 JAN 2017 CharacterInstalled A B C D E F G H I J K L M N O P Q S T U V W X Y Z 1 2 3 4 5 6 7 8 9 0 5.27 7.19 4.79 6.26 5.84 4.61 5.89 5.94 2.56 3.76 5.71 3.79 8.13 7.07 6.04 5.35 6.30 6.33 5.89 3.79 5.75 4.70 6.18 4.66 3.86 5.00 2.56 5.68 5.59 5.13 6.18 6.35 3.80 6.76 6.35 6.04 Message Installed EM 64 SF AHEAD 42SQ' BIKE 42SQ' LANE MODIFIED: emoval 2.67 emoval 28.58 64.99 21.30 42.00 21.97 42.00 Message Installed ONLY PED AEA 74SQ' SCHOOL SIGNAL EM50SQ' STOP 42SQ' XING YIELD emoval 20.76 47.00 17.45 37.00 31.86 74.00 29.84 67.20 20.44 50.00 20.18 42.00 22.31 54.27 15.00 48.00 12.01 35.00 26.16 95.00 25.87 88.00 37.04 70.00 42.55 44.00 18.87 25.10 67.20 93.39 9.75 30.00 0.75 1.50 3.00 6.00 5.79 8.00 8.69 18.00 11.58 32.00 7.63 32.07 3.53 14.12 61.72 204.00 BAS FO AILOAD COSSING PAVEMENT MESSAGE PAID FO AS 2.
AILOAD COSSING WITH TUCK STOPPING LANE SIGNS O SIGNALS SIGNS O SIGNALS SPEED LIMIT (MPH) 30 40 50 55 X 150' 275' 425' 500' 1:15 TAPE 4" BOKEN 8' 2 FOM MnMUTCD SECTION 2C-D TABLE II-1 2 WITHOUT GATE AM 1:15 TAPE 50' X 16' (15' FOM NEAEST AIL) WITH GATE AM (8' FOM GATE AM) 8" DOTTED 20' NO PASSING ZONE 24' 60' 8" DOTTED 50' DESIGNE'S NOTES: 1:15 TAPE 1:15 TAPE TUCK STOPPING LANE ** 500' MINIMUM SOLID YELLOW 1. THE DISTANCE FOM THE AILOAD COSSING MAKING TO THE NEAEST TACK WILL VAY ACCODING TO THE APPOACH SPEED 4" BOKEN LINE AND SIGHT DISTANCE OF THE VEHICULA TAFFIC APPOACHING, BUT SHOULD NOT BE LESS THAN 50 FEET. 2. ON MULTI -LANE OADS THE TANSVESE BANDS SHOULD EXTEND ACOSS ALL APPOACH LANES, AND INDIVIDUAL X SYMBOLS SHOULD BE USED IN EACH APPOACH LANE. NO PASSING ZONE 3. USE THE SAME SIGNING AND PAVEMENT MAKINGS FO THE OPPOSITE DIECTION. ** IF THE DISTANCE BETWEEN THE BEGINNING OF THE SOLID IS LESS THAN THE DISTANCES IN TABLE 7.5 IN THE (TEM) FOM THE END OF A PECEDING SOLID IN THE SAME LANE, THE SOLID LINE SHALL BE EXTENDED BETWEEN THEM. NOTE: SIGN LOCATION FO EFEENCE ONLY.
ECOMMENDED YIELD LINE LAYOUT 6" 3-12" 12" 18" MINIMUM DIMENSIONS 6" 3-12" 24" 36" STANDAD 1 MAXIMUM DIMENSIONS DESIGNE'S NOTES: TIANGLE HEIGHT IS EQUAL TO 1.5 TIMES THE BASE DIMENSION 12" X 18" YIELD LINES MAY BE PLACED ON NAOWE O SLOW-SPEED FACILITIES SUCH AS SHAED-USE PATHS YIELD AHEAD PAVEMENT MAKING 72" 72" 36" 240" 156" 8" 8" 20' TALL 15.5 TALL
STOP LINE AND "STOP AHEAD" NOTE: SIGN LOCATION FO EFEENCE ONLY. 2 STOP AHEAD 40' STOP 8' LETTES 100' 4" BOKEN NOTES: 1. 2. 3. 4. 5. DO NOT PLACE A STOP AHEAD PAVEMENT MESSAGE IF THE INTESECTION HAS ADEQUATE LIGHTING. PLACE ONLY ONE SET OF STOP AHEAD PAVEMENT MESSAGES. IF A STOP AHEAD SIGN NEEDS TO BE PLACED MOE THAN 1000 FT FOM THE STOP SIGN, CONTACT THE DISTICT TAFFIC ENGINEE TO DETEMINE IF, WHEE, A SECOND SET OF "STOP AHEAD" PAVEMENT MESSAGES SHOULD BE PLACED. THE STOP LINE SHOULD ODINAILY BE PLACED 4 FT IN ADVANCE OF AND PEPENDICULA TO THE NEAEST COSSWALK LINE. IN THE ABSENCE OF A MAKED COSSWALK, THE STOP LINE SHOULD BE PLACED AT THE DESIED STOPPING POINT, AND IN NO CASE NO MOE THAN 30 FT O LESS THEN 4 FT FOM THE NEAEST EDGE OF THE INTESECTING CUB LINE O THE NEA EDGE OF THE THU LANE. IF A STOP LINE IS USED IN CONJUNCTION WITH A STOP SIGN, IT SHOULD ODINAILY BE PLACED IN LINE WITH THE STOP SIGN. HOWEVE, IF THE SIGN CANNOT BE LOCATED EXACTLY WHEE VEHICLES AE EXPECTED TO STOP. THE STOP LINE SHOULD BE PLACED AT THE STOPPING POINT. USE TABLE 7.4 IN THE (TEM) TO DETEMINE THE MINIMUM OF A NO PASSING ZONE IN ADVANCE OF A STOP CONDITION. 6. PAY FO STOP LINE AS 2.
COSSHATCHING 4" DOUBLE LINE YELLOW 45 45 2 2 "A" "A" 8" SOLID 2 45 "A" 8" SOLID DESIGNE'S NOTES: IF "A" IS LESS THAN 4' NO COSSHATCHING EQUIED. AT SPEEDS LESS THAN 45 MPH THE WIDTH OF THE COSSHATCH LINE MAY BE EDUCED TO 12" AND SPACING MAY BE EDUCED TO 20'.