PERMANENT PAVEMENT MARKING PLAN

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1 TITLE: CROSSWALK BLOCK WHITEPOLY PREFORM GENERAL INFORMATION: PERMANENT PAVEMENT MARKING PLAN NOTES & GUIDELINES POLY PREFORM INLAY APPLICATION: PERMANENT PAVEMENT MARKING PLAN INDEX THE ENGINEER S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED TO FIELD CONSULTATION AND INSPECTION. THE CONTRACTOR WILL PLACE NECESSARY "SPOTTING" AT APPROPRIATE POINTS TO PROVIDE HORIZONTAL CONTROL FOR STRIPING AND TO DETERMINE NECESSARY STARTING AND CUTOFF POINTS. LONGITUDINAL JOINTS, PAVEMENT EDGES AND EXISTING MARKINGS MAY SERVE AS HORIZONTAL CONTROL WHEN SO DIRECTED. EDGE LINES AND LANE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS WITH PUBLIC ROADS AND AT PRIVATE ENTRANCES IF THEY ARE CONTROLLED BY A YIELD SIGN, STOP SIGN OR TRAFFIC SIGNAL. THE BREAK POINT IS TO BE AT THE START OF THE RADIUS FOR THE INTERSECTION OR AT MARKED STOP LINES OR CROSSWALKS. A TOLERANCE OF 1/4 INCH UNDER OR 1/4 INCH OVER THE SPECIFIED WIDTH WILL BE ALLOWED FOR STRIPING PROVIDED THE VARIATION IS GRADUAL AND DOES NOT DETRACT FROM THE GENERAL APPEARANCE. BROKEN LINE SEGMENTS MAY VARY UP TO ONEHALF FOOT FROM THE MAT TEMPERATURE SHALL BE CHECKED USING A THERMOMETER TO MAKE SURE THE INLAY IS BEING DONE IN THE PROPER TEMPERATURE RANGE. THE TEMPERATURE SHOULD MEASURE BETWEEN 150^ F (ASPHALT FIRM ENOUGH TO WALK ON) AND 120^ F. APPLICATION BELOW 120^ F MAY NOT GET A PROPER INLAY. INLAYS ARE NOT RECOMMENDED AFTER SEPTEMBER 15th AS THE ASPHALT COOLS TOO FAST AT THIS TIME OF THE YEAR. NO PRIMERS ARE USED FOR INLAY APPLICATION. DO NOT INSTALL LANE LINES ON AN ASPHALT SEAM. ROLLING OF ALL THE MARKINGS SHOULD BE LENGTHWISE IN THE DIRECTION THEY WERE LAID. FOR CROSSWALKS AND STOP BARS, INITIAL TAMPING WITH THE TAMPING CART IS RECOMMENDED USING ONLY 100 LBS. OF WEIGHT. USE COMPACTION ROLLER TO EMBED (INLAY) MARKINGS INTO PAVEMENT SURFACE. USE MINIMUM SPEED AND WATER ON ROLLER. DO NOT USE VIBRATOR. IF MARKING BUCKLES OR DISTORTS SEVERELY IN FRONT OF ROLLER, MAT TEMPERATURE OR ROLLER SPEED MAY BE TOO HIGH PERM PAVEMENT MARKING TITLE AND TABULATION DETAILS TYPICALS SPECIFIED LENGTHS PROVIDED THE OVER AND UNDER VARIATIONS ARE REASONABLY COMPENSATORY. ALIGNMENT DEVIATIONS FROM THE CONTROL GUIDE SHALL NOT EXCEED 1 INCH. MATERIAL SHALL NOT BE APPLIED OVER LONGITUDINAL JOINTS. ESTABLISHMENT OF APPLICATION TOLERANCES SHALL NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO COMPLY AS CLOSELY AS PRACTICABLE WITH THE PLANNED DIMENSIONS. POLY PREFORM GROOVED APPLICATION: CONCRETE PAVEMENT SURFACES AND BITUMINOUS PAVEMENT SURFACES WHERE PAVEMENT MARKINGS CANNOT BE INLAID IN THE HOT MAT, SHALL BE GROOVED FOR THE INSTALLATION OF DURABLE REFLECTORIZED PAVEMENT MARKINGS. SEE SPECIAL PROVISIONS. EPOXY: PAINT: THE ROAD SURFACE SHALL BE CLEANED AT THE DIRECTION OF THE ENGINEER JUST PRIOR TO AT THE TIME OF APPLYING THE MARKING MATERIAL, THE APPLICATION AREA SHALL BE FREE OF APPLICATION. PAVEMENT CLEANING SHALL CONSIST OF AT LEAST BRUSHING WITH A ROTARY CONTAMINATION. THE CONTRACTOR SHALL CLEAN THE ROADWAY SURFACE PRIOR TO THE LINE BROOM (NONMETALLIC) OR AS RECOMMENDED BY THE MATERIAL MANUFACTURER AND ACCEPTABLE APPLICATION IN A MANNER AND TO THE EXTENT REQUIRED BY THE ENGINEER. TO THE ENGINEER. NEW PORTLAND CEMENT CONCRETE SURFACES SHALL BE SANDBLAST CLEANED TO REMOVE ANY SURFACE TREATMENTS AND/OR LAITANCE. ON LOW SPEED (SPEED LIMIT 35 OR LESS) URBAN PORTLAND CEMENT CONCRETE ROADWAYS, SANDBLAST CLEANING SHALL BE USED FOR ALL EPOXY PAVEMENT MARKINGS. THE EPOXY MARKING APPLICATION SHALL IMMEDIATELY FOLLOW THE PAVEMENT CLEANING. GLASS BEADS SHALL BE APPLIED IMMEDIATELY AFTER APPLICATION OF THE EPOXY RESIN LINE TO PROVIDE AN IMMEDIATE NOTRACK SYSTEM. FOR 15 MIL APPLICATIONS, GLASS BEADS SHALL BE APPLIED AT A RATE OF AT LEAST 25 LB/GAL. GLASS BEADS SHALL BE APPLIED IMMEDIATELY AFTER APPLICATION OF THE PAINT LINE. EXCEPT WHEN USED AS A TEMPORARY MARKING, PAVEMENT MARKINGS SHALL ONLY BE APPLIED IN SEASONABLE WEATHER WHEN AIR TEMPERATURE IS 50^F OR HIGHER AND SHALL NOT BE APPLIED WHEN THE WIND OR OTHER CONDITIONS CAUSE A FILM OF DUST TO BE DEPOSITED ON THE PAVEMENT SURFACE AFTER CLEANING AND BEFORE THE MARKING MATERIAL CAN BE APPLIED. THE FILLING OF TANKS, POURING OF MATERIALS OR CLEANING OF EQUIPMENT SHALL NOT BE PERFORMED ON UNPROTECTED PAVEMENT SURFACES UNLESS ADEQUATE PROVISIONS ARE MADE TO SYMBOLS & MATERIALS LEGEND PAVEMENT MESSAGE (LEFT ARROW) POLY PREFORM STRIPING KEY THE "NOTRACKING" CONDITION SHALL BE DETERMINED ON AN APPLICATION OF SPECIFIED THICKNESS TO THE PAVEMENT AND COVERED WITH GLASS BEADS AT THE RATE OF AT LEAST 25 LB/GAL. PREVENT SPILLAGE OF MATERIAL. CIRCLE EPOXY SQUARE POLY PREFORM OPERATIONS SHALL BE CONDUCTED ONLY WHEN THE ROAD PAVEMENT SURFACE TEMPERATURES ARE 50 DEGREES ^F OR GREATER. TRIANGLE PAINT PERMANENT PAVEMENT MARKINGS SHALL NOT BE PLACED OVER TEMPORARY TAPE MARKINGS. PENTAGON REMOVEABLE PREFORMED PLASTIC MARKING 1ST DIGIT 2ND DIGIT 3RD DIGIT WIDTH PATTERN COLOR 4", 8", ETC. S SOLID W WHITE B BROKEN Y YELLOW D DOTTED/DOUBLE B BLACK EXAMPLE: 4SW = EPOXY I HEREBY CERTIFY THAT SHEETS 6 THROUGH 13 OF THIS PLAN WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: LICENSE # DATE: SIGNATURE: DESIGNER TECH NAME HERE PERMANENT PAVEMENT MARKING TITLE SHEET STATE PROJ. NO (TH 000) SHEET NO 6 OF!*! SHEETS

2 EPOXY LICENSED PROFESSIONAL ENGINEER PAVEMENT MARKING TABULATION ITEM UNIT QUANTITY 4" BROKEN EPOXY 4" BROKEN EPOXY 8" SOLID EPOXY YELLOWEPOXY 4" DOUBLE SOLID EPOXY PAVEMENT MESSAGE(LT ARROW)EPOXY EACH PAVEMENT MESSAGE(RT ARROW)EPOXY EACH PAVEMENT MESSAGE (THRU & LT)EPOXY EACH PAVEMENT MESSAGE (H.O.V. DIAMOND)EPOXY EACH PAVEMENT MARKING REMOVAL SQ FT PAINT YELLOWPAINT 8" BROKEN PAINT 8" SOLID PAINT 8" DOTTED PAINT 4" BROKEN POLY PREFORM 4" BROKEN POLY PREFORM (GROUNDIN) 8" DOTTED POLY PREFORM 8" DOTTED POLY PREFORM (GROUNDIN) NOTE: ZEBRA CROSSWALK BLOCKS PAY ITEM RETIRED NEW ITEM NAMES AND NUMBERS /00110 CROSSWALK MARKINGPAINT= SQ FT /00120 CROSSWALK MARKINGPOLY PREFORM= SQ FT /00130 CROSSWALK MARKINGPOLY PREFORM (GR IN)= SQ FT /00140 CROSSWALK MARKINGEPOXY= SQ FT PERMANENT PAVEMENT MARKING TABULATIONS CERTIFIED BY DATE 8/29/200 STATE PROJ. NO (TH 000) SHEET NO. 12 OF 20 SHEETS

3 LICENSED PROFESSIONAL ENGINEER URBAN YELLOW FROM PAVEMENT TO STRIPE 8 SOLID (CHANNELIZING) 4" BROKEN FROM PAV T. TO STRIPE EXIT RAMP MARKINGS 8 SOLID (CHANNELIZING) YELLOW FROM PAV T. TO EDGE FROM OF STRIPE PAVEMENT TO STRIPE WHITE HOV PAVEMENT MARKER 30" 6" 12 4 BROKEN SEE DESIGN B 12 LANE 12 LANE 4 SOLID MAX. MAX. 1 CONC. YELLOW 4" BROKEN LINE WHITE 2 CONC. TAPERED ACCELERATION LANE SECTION AA (TWO LANES) RAMP RAMP 30 4 STRIPE 8 WHITE LINE STRIPE 8 SOLID ( CHANNELIZING ) 4 SOLID 4 SOLID 8 WHITE LINE MAINLINE MAINLINE 4 MARKINGS ADJACENT TO DESIGN D CURB DESIGN A DESIGN B DESIGN C DESIGN C RURAL BEGIN AT 24 WIDTH PARALLEL ACCELERATION LANE 4" BROKEN FOR ONEHALF THE LENGTH OF FULL WIDTH ACCELERATION LANE. YELLOW FROM PAV T TO STRIPE FROM PAV T TO STRIPE RAMP MARKINGS BITUMINOUS 10 CYCLE 40 A YELLOW FROM EDGE OF PAV T TO STRIPE MEDIAN, DRIVERS LEFT BITUMINOUS 4 SOLID 12 LANE 12 LANE 12 LANE 4 BROKEN 4 BROKEN 4 SOLID LINE BITUMINOUS YELLOW SECTION AA (THREE LANES) AREA BITUMINOUS 4 BROKEN FROM A PAV T TO STRIPE THROUGH LANE MARKINGS REVISED: 02JAN2004 CERTIFIED BY DATE 8/29/200 STATE PROJ. NO (TH 000) SHEET NO. 12 OF 20 SHEETS

4 WITHOUT ESCAPE LANE LICENSED PROFESSIONAL ENGINEER YELLOW FROM PAVEMENT TO STRIPE X RAMP 30 4 STRIPE 4 STRIPE 2"+/ 1" 4" BROKEN 8 WHITE LINE 8 YELLOW EDGE LINE X 3 1 8" SOLID 8" SOLID FOR CHANNELIZING FOR CHANNELIZING EDGE LINE EDGE LINE AUXILIARY LANE BETWEEN CLOVERLEAF LOOPS YELLOW FROM PAVEMENT TO STRIPE 4" BROKEN 4 8 WHITE LINE MARKINGS ADJACENT TO DESIGN D CURB MAINLINE DESIGN A DESIGN C DESIGN C NOTES: URBAN RURAL 1 EXTEND 8" SOLID MIN. BEYOND GORE AREA TO COMPENSATE FOR SHARP CURVATURE. ESCAPE LANE 2 EXTEND 8" SOLID FOR 200 TO 300 AT YELLOW EDGE LINE DISCRETION OF DISTRICT TRAFFIC ENGINEER. ON 8" SOLID 3 8" SOLID CURVATURE OR FOR OTHER SITUATIONS WHERE NEEDED FOR CHANNELIZING FOR CHANNELIZING FOR BETTER DELINEATION. EDGE LINE EDGE LINE 1 AUXILIARY LANE BETWEEN CLOVERLEAF LOOPS YELLOW EDGE LINE 3 8" DOTTED 3 LONG WITH 12 GAPS AS DETAILED IN FIGURE 311a OF THE MMUTCD. WITH ESCAPE LANE 4 EXTEND 8" SOLID ENTIRE LENGTH OF THE YELLOW FROM 5 ESCAPE LANE AND TO THE END OF THE TAPER. PICK UP PAVEMENT TO STRIPE THE NORMAL 4 IN. SOLID BEYOND TAPER. TAPER MUST BE AT LEAST 50:1 YELLOW EDGE LINE 4" BROKEN 5 EXTEND 8" SOLID 200 TO 1000 FROM 2 INTERSECTION OF GORE STRIPES, DEPENDING ON 8" SOLID " SOLID 1 LENGTH OF LANE BEING DROPPED, AS DETERMINED BY DISTRICT TRAFFIC ENGINEER. VARIABLE LENGTH 2640 YELLOW EDGE LINE 6 ON PAVEMENTS OVER 24 WIDE (I.E. 27 ) EDGE LINES AUXILIARY LANE 1 2 MILE IN LENGTH OR GREATER WILL BE PLACED SO LANES ARE A MAXIMUM OF 12 WIDE. WITHOUT ESCAPE LANE YELLOW FROM PAVEMENT TO STRIPE DENOTES AREA YELLOW EDGE LINE 4" BROKEN 2 1 8" SOLID 8" SOLID 3 EDGE LINE VARIABLE LENGTH AUXILIARY LANE LESS THAN 1 2 MILE IN LENGTH EXCEPT CLOVERLEAF WITH ESCAPE LANE 4 SOLID LINE MEDIAN, 6 12 LANE 12 LANE 12 LANE 12 LANE 6 WHITE DRIVERS LEFT 4 SOLID LINE 4 BROKEN LINE 4 BROKEN LINE 8 BROKEN LINE BITUMINOUS YELLOW WHITE WHITE WHITE BITUMINOUS 8" SOLID EDGE LINE ESCAPE LANE AUXILIARY LANES WITH ESCAPE LANE YELLOW EDGE LINE SECTION X X REVISED: 02JAN2004 CERTIFIED BY DATE 8/29/200 STATE PROJ. NO (TH 000) SHEET NO. 9 OF!*! SHEETS

5 C L LICENSED PROFESSIONAL ENGINEER C L 4" (SOLID LINE) 12 LANE 12 LANE 12 LANE 12 LANE FROM PAV T TO STRIPE CYCLE VARIABLE 40 WIDTH MEDIAN SHLD. 10 A SHLD. SHLD. SECTION AA 4" BROKEN MEDIAN FOUR LANES A SHLD. YELLOW FROM C L PAVEMENT TO STRIPE 12 LANE 12 LANE TYPICAL 4LANE DIVIDED LANE MARKINGS CYCLE 40 B 10 YELLOW NOPASSING LINE 1 C L TYPICAL 4" SPACING TYPICAL 4" BROKEN B 4" BROKEN LEFT EDGE 2" RIGHT OF C L IN DIRECTION OF STRIPER TRAVEL 4 SOLID TWO LANETWO WAY TRAFFIC MARKINGS OR BROKEN 1 CONTACT TRAFFIC ENGINEER FOR NO PASSING ZONE SURVEY. SECTION BB 4" BROKEN 32 4" BROKEN YELLOW YELLOW LANE WIDTH 4" BROKEN 4" 4" SECTION CC TWO WAY LEFT TURN LANE YELLOW MINOR CROSS STREET * 200 MAXIMUM * THESE DISTANCES SHOULD BE EQUAL. THE ARROWS ARE PLACED TO SHOW THE OPERATION AND DO NOT HAVE TO C C * 200 MAXIMUM MINIMUM TWO WAY LEFT TURN LANE ** 100 MINIMUM ** MAJOR CROSS STREET SEE "TYPICAL MESSAGE PLACEMENT FOR TURN LANES" FOR NUMBER AND PLACEMENT OF ARROWS. LINE UP WITH ANY OF THE DRIVEWAYS. REVISED: 02JAN2004 CERTIFIED BY DATE 8/29/200 STATE PROJ. NO (TH 000) SHEET NO. 9 OF!*! SHEETS

6 OVER 200 LICENSED PROFESSIONAL ENGINEER TYPICAL LEFT TURN LANE C L C L TYPICAL LANE REDUCTION TRANSITION 12 TURN LANE 12 LANE 12 LANE 12 TURN LANE ** 500 4" YELLOW 4" BROKEN 4" LINE WHITE 4" ** 500 MINIMUM SOLID YELLOW LINE MINIMUM SOLID YELLOW LINE TYPICAL MESSAGE PLACEMENT FOR TURN LANES TAPER POINT TAPER POINT ARROW AT 200 OR LESS * * TYPICAL MARKINGS FOR LEFT TURN ISLANDS MIDPOINT 20 45^ YELLOW 20 2 YELLOW AT SPEEDS LESS THAN 40 MPH THE WIDTH * SEE "TYPICAL MESSAGE PLACEMENT FOR OF THE CROSSHATCH LINE MAY BE REDUCED TURN LANES" FOR NUMBER OF ARROWS. ARROWS = 8 0" 12 DUAL LEFT TURN LANES TO 12". AT SPEEDS 40 MPH AND OVER THE SPACING MAY BE INCREASED TO 30 BETWEEN CROSSHATCH LINES. ** 500 SOLID ** IF THE DISTANCE BETWEEN THE BEGINNING OF THE SOLID IS LESS THAN THE DISTANCES IN THE CHART BELOW FROM THE END OF A PRECEDING SOLID IN THE SAME LANE, THE SOLID LINE SHALL BE EXTENDED BETWEEN THEM. 35 MPH SPEED LIMIT OR LESS MPH SPEED LIMIT MPH SPEED LIMIT YELLOW REVISED: 02JAN2004 CERTIFIED BY DATE 8/29/200 STATE PROJ. NO (TH 000) SHEET NO. 0 OF!*! SHEETS

7 LICENSED PROFESSIONAL ENGINEER MARKINGS FOR PEDESTRIAN CROSSWALKS (L) (W) (S) WIDTH OF WIDTH OF WIDTH OF PLACEMENT FOR "STOP AHEAD" MARKINGS AND STOP LINES SIGNS OR SIGNALS MARKINGS FOR RAILROAD CROSSINGS INSIDE LANE PAINTED AREA SPACE SPEED YELLOW LIMIT 30 X V A H E A D MINIMUM 40 S T O P STO P 2 2 SIGNS OR SIGNALS 8 STOP BAR FROM MnMUTCD SECTION 2CD TABLE II1 MAY VARY ACCORDING TO LANE WIDTH " 500 X L A H E A D 8 LETTERS S W101 W L S T O P INPLACE 2 24 R R 16" 20 N O 100 W31a P A S S I N G Z O N E 1 6" 10 6 MIN. W " 1.5 MINIMUM UNSTRIPED DISTANCE LANE C L 3 NOTES: NOTES: NOTES: 1. PAINTED AREAS TO BE CENTERED ON CENTERLINE AND LANE LINES. 1. DOUBLE PAVEMENT MESSAGE AS SHOWN SHOULD BE INSTALLED WHENEVER 1. THE DISTANCE FROM THE RAILROAD CROSSING MARKING TO THE NEAREST THE STOP AHEAD SIGN IS PLACED A MINIMUM OF 336m (1100 ) IN ADVANCE OF TRACK WILL VARY ACCORDING TO THE APPROACH SPEED AND SIGHT 2. A MINIMUM OF 1.5 FT. CLEAR DISTANCE SHALL BE LEFT ADJACENT TO THE THE STOP SIGN DISTANCE OF THE VEHICULAR TRAFFIC APPROACHING, BUT SHOULD NOT BE CURB. IF LAST PAINTED AREA FALLS INTO THIS DISTANCE IT MUST BE LESS THAN 50 FEET. OMITTED. 2. IF THE DISTANCE BETWEEN THE BEGINNING OF THE SOLID IS LESS THAN THE DISTANCES IN THE CHART BELOW FROM THE END OF A 2. ON MULTILANE ROADS THE TRANSVERSE BANDS SHOULD EXTEND ACROSS 3. ON TWO LANE TWO WAY STREETS, USE SPACING SHOWN FOR AN 11 FT. INSIDE PRECEDING SOLID IN THE SAME LANE, THE SLID LINE SHALL ALL APPROACH LANES, AND INDIVIDUAL R X R SYMBOLS SHOULD BE USED IN LANE. BE EXTENDED BETWEEN THEM. EACH APPROACH LANE FOR DIVIDED ROADWAYS, ADJUSTMENTS IN SPACING OF THE BLOCKS SHOULD BE MADE IN THE MEDIAN SO THAT THE BLOCKS ARE MAINTAINED IN THEIR PROPER LOCATION ACROSS THE TRAVELED PORTION OF THE ROADWAY. AT SKEWED CROSSWALKS, THE BLOCKS ARE TO REMAIN PARALLEL TO THE LANE LINES AS SHOWN MPH SPEED LIMIT OR LESS m (500 ) 4050 MPH SPEED LIMIT m (6) 55 MPH SPEED LIMIT m (800 ) WHERE STOP LINES ARE USED WITHOUT A MARKED CROSSWALK, THE STOP LINE SHOULD BE PLACED AT THE DESIRED STOPPING POINT, AND IN NO CASE NO MORE THAN 9 m (30 FEET) OR LESS THAN 1 m (4 FEET) FROM THE NEAREST THE INTERSECTING CURB LINE OR THE NEAR THE. WHERE STOP LINES AND CROSSWALK MARKINGS ARE USED TOGETHER, THE STOP LINE SHOULD BE PLACED 1.2 m (4 FEET) IN ADVANCE OF AND PARALLEL TO THE NEAREST CROSSWALK LINE. IF A STOP LINE IS USED IN CONJUNCTION WITH A STOP SIGN, IT SHOULD ORDINARILY BE PLACED IN LINE WITH THE STOP SIGN. HOWEVER, IF THE SIGN CANNOT BE LOCATED EXACTLY WHERE VEHICLES ARE EXPECTED TO STOP, THE STOP LINE SHOULD BE PLACED AT THE STOPPING POINT. 3. THE STOP LINE MAY BE PARALLEL TO AND 15 FEET FROM THE TRACKS WHERE THERE ARE RAILROAD CROSSBUCK SIGNS. DISTRICT NOTE: STOP BARS AND CROSSWALK PAVEMENT MARKINGS WILL NOT BE INSTALLED AT THE SAME LOCATION UNLESS OTHERWISE DETAILED IN THE PLAN. REVISED: 16MAY2006 CERTIFIED BY DATE 8/29/200 STATE PROJ. NO (TH 000) SHEET NO. 10 OF!*! SHEETS

8 LICENSED PROFESSIONAL ENGINEER AIRPLANE MARKINGS 2 LANE ROADWAY 4 OR MORE LANE ROADWAY (DIVIDED) 4 TRAFFIC LANE 2 2 GRAVEL S 2 LANE ROADWAY PAVED S GRAVEL S OR MORE LANE ROADWAY (DIVIDED) PAVED S 1/4 MILE SURVEYED LENGTH 4 LANE ROADWAY (NONDIVIDED) GRAVEL S 1/4 MILE SURVEYED LENGTH 1/4 MILE SURVEYED LENGTH 1/4 MILE SURVEYED LENGTH 4 LANE ROADWAY (NONDIVIDED) PAVED S 1/4 MILE SURVEYED LENGTH 1/4 MILE SURVEYED LENGTH REVISED: 12JUL2004 CERTIFIED BY DATE 8/29/200 STATE PROJ. NO (TH 000) SHEET NO. 12 OF 20 SHEETS

9 DRAWN BY: JAW CHECKED BY: CERTIFIED BY DATE 06/20/2004 STATE PROJ. NO (TH 000) SHEET NO. TC00 OF TC000 SHEETS LICENSED PROFESSIONAL ENGINEER

10 LICENSED PROFESSIONAL ENGINEER VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION 52" VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION VAN ACCESSIBLE DISABLED PAVEMENT MARKING DETAIL FOR LOTS R78m Access Aisle Sidewalk R78m & R78b Van Accessible Access Aisle TYPICAL MARKINGS FOR ACCESS AISLE 4 DISABLED VAN ACCESSIBLE DISABLED 45^ 18 MIN 4 45^ 5 MIN 8 MIN 8 MIN 8 MIN WHERE AUTOMOBILE SPACES ARE PROVIDED AT LEAST ONE SPACE PER 50 SPACES OR FRACTION THEREOF,SHALL BE PROVIDED FOR THE USE OF THE HANDICAPPED, AND SHALL BE IDENTIFIED FOR SUCH USE. R78m R78m ONE IN EVERY EIGHT ACCESSIBLE SPACES,BUT NOT LESS THEN ONE, SHALL BE SERVED BY AN ACCESS AISLE R78b 96 in (2440 mm) WIDE SHALL BE DESIGNATED " VAN ACCESSIBLE " THERE MUST BE A SIGN POSTED SO THAT IT IS VISIBLE FROM WITHIN THE VEHICLE. EACH DESIGNATED SPACE MUST BE 8 WIDE WITH AN ADJACENT 5 WIDE ACCESS AISLE. VAN ACCESSIBLE SPACE MUST HAVE AN ADJACENT 8 WIDE ACCESS AISLE. VAN ACCESSIBLE SPACE MUST HAVE A SIGN INDICATING " VAN ACCESSIBLE " DESIGNATED SPACES TO BE ON AN ACCESSIBLE ROUTE LOCATED AS NEAR AS POSSIBLE TO AN ACCESSIBLE ENTRANCE. EACH SPACE TO HAVE A SIGN WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY, INDICATING THAT A PERMIT IS REQUIRED AND NOTIFICATION OF A IN SPACE CENTER SYMBOL 8" 45.5" $2OO MAXIMUM FINE FOR VIOLATION. TWO ACCESSIBLE SPACES MAY SHARE A COMMON ACCESS AISLE PAVEMENT MARKING DETAIL FOR DISABLED DRAWN BY: GM CHECKED BY: CERTIFIED BY DATE 02/07/2005 STATE PROJ. NO (TH 000) SHEET NO. TC00 OF TC000 SHEETS

11 LICENSED PROFESSIONAL ENGINEER DESIGN B MARKINGS FOR BYPASS LANES FREE RIGHT STOP CONDITION R4X8 BYPASS LANE ** 500 SOLID BEGIN 4" BROKEN FREE RIGHT YIELD CONDITION 4" BROKEN 8" WIDE DOTTED WHITE 3 LONG 12 GAP (15 CYCLES) END 8" DOTTED * END 8" DOTTED 8" WIDE DOTTED WHITE 3 LONG 12 GAP (15 CYCLES) 4" BROKEN 8" WIDE DOTTED WHITE 3 LONG 12 GAP (15 CYCLES) 4" BROKEN END 8" DOTTED FREE RIGHT MERGE CONDITION BYPASS LANE * ** BYPASS R4X8 LANE R4X8 ** 500 SOLID ** 500 SOLID SEE "TYPICAL MESSAGE PLACEMENT FOR TURN LANES" FOR NUMBER OF ARROWS. THE 500 NO PASSING ZONE APPROACHING THE BYPASS LANE AS SHOWN IS A MN/DOT DISTRICT STANDARD. IF THE DISTANCE BETWEEN THE BEGINNING OF THE SOLID IS LESS THAN THE DISTANCES IN THE CHART BELOW FROM THE END OF A PRECEDING SOLID IN THE SAME LANE, THE SOLID LINE SHALL BE EXTENDED BETWEEN THEM. BEGIN 8" SOLID END SKIP AT THRU LANE MAINLINE EDGE OF RAMP 35 MPH SPEED LIMIT OR LESS DESIGN B 4050 MPH SPEED LIMIT MPH SPEED LIMIT REVISED: 02JAN2004 CERTIFIED BY DATE 8/29/200 STATE PROJ. NO (TH 000) SHEET NO. 12 OF!*! SHEETS

12 4 LICENSED PROFESSIONAL ENGINEER VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION 52" VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION VAN ACCESSIBLE DISABLED PAVEMENT MARKING DETAIL FOR LOTS R78m & R78b VAN ACCESSIBLE Sidewalk Van Accessible Access Aisle R78m & R78b VAN ACCESSIBLE TYPICAL MARKINGS FOR ACCESS AISLE 4 DISABLED 45^ DISABLED 45^ 8 MIN 8 MIN 8 MIN WHERE AUTOMOBILE SPACES ARE PROVIDED AT LEAST ONE SPACE PER 50 SPACES OR FRACTION THEREOF,SHALL BE PROVIDED FOR THE USE OF THE HANDICAPPED, AND SHALL BE IDENTIFIED FOR SUCH USE. R78m R78m ONE IN EVERY EIGHT ACCESSIBLE SPACES,BUT NOT LESS THEN ONE, SHALL BE SERVED BY AN ACCESS AISLE R78b 96 in (2440 mm) WIDE SHALL BE DESIGNATED " VAN ACCESSIBLE " THERE MUST BE A SIGN POSTED SO THAT IT IS VISIBLE FROM WITHIN THE VEHICLE. EACH DESIGNATED SPACE MUST BE 8 WIDE WITH AN ADJACENT 5 WIDE ACCESS AISLE. VAN ACCESSIBLE SPACE MUST HAVE AN ADJACENT 8 WIDE ACCESS AISLE. VAN ACCESSIBLE SPACE MUST HAVE A SIGN INDICATING " VAN ACCESSIBLE " DESIGNATED SPACES TO BE ON AN ACCESSIBLE ROUTE LOCATED AS NEAR AS POSSIBLE TO AN ACCESSIBLE ENTRANCE. EACH SPACE TO HAVE A SIGN WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY, INDICATING THAT A PERMIT IS REQUIRED AND NOTIFICATION OF A IN SPACE CENTER SYMBOL 8" 45.5" $2OO MAXIMUM FINE FOR VIOLATION. TWO ACCESSIBLE SPACES MAY SHARE A COMMON ACCESS AISLE PAVEMENT MARKING DETAIL FOR DISABLED DRAWN BY: GM CHECKED BY: CERTIFIED BY DATE 02/07/2005 STATE PROJ. NO (TH 000) SHEET NO. TC00 OF TC000 SHEETS

13 LICENSED PROFESSIONAL ENGINEER INTERIM PAVEMENT MARKING TWO LANE, TWO WAY MULTILANE, DIVIDED SIMULATING A SOLID LINE AND A BROKEN LINE (50 FOOT CYCLE) WITH TRPMS SIMULATING SOLID LINE SKIP EXISTING NO PASSING ZONE 5 SKIP 45 GAP SIMULATING BROKEN LINE (50 FOOT CYCLE) DRIVING LANE 45 GAP USING TRPM S AS INTERIM PAVEMENT MARKING WHEN TRPM S ARE USED TO SIMULATE A LINE THE FOLLOWING GUIDELINE APPLIES: MARKER POST MULTILANE, UNDIVIDED SKIP STRIPE USES 3 TRPM s PER 10 SKIP STRIPE ON 5 CENTERS WITH A 40 GAP SOLID LINE USES TRPM S ON 10 CENTERS ON TANGENTS, FLATTER GRADES AND CURVES UNDER 6 DEGREES. FOR CURVES OVER 6 DEGREES AND STEEP GRADES, THIS SPACING SHALL BE REDUCED TO 5 CENTERS. 5 SKIP NO PASSING ZONE 45 GAP EXISTING GENERAL NOTES: SEE SPECIAL PROVISIONS FOR INTERIM PAVEMENT MARKING GUIDELINES THESE INTERIM PAVEMENT MARKING GUIDELINES APPLY TO ALL TEMPORARY TRAFFIC CONTROL ZONES OF AT LEAST 300 IN LENGTH ON TANGENT AND ON CURVES OF 6 DEGREES OR GREATER. 1. FOR ALL PROJECTS GREATER THAN 1.25 MILES IN LENGTH, INTERIM SKIP STRIPE PAVEMENT MARKINGS SHALL USE THE SAME CYCLE LENGTH AS FINAL PAVEMENT MARKINGS () AND SHALL BE A MINIMUM OF 5 LENGTH. 2. ON PROJECTS GREATER THAN 300 IN LENGTH, BUT LESS THAN 1.25 MILES IN LENGTH, THE INTERIM MARKING SHALL MATCH THE CYCLE LENGTH AT EITHER END OF THE PROJECT. GENERAL NOTES (CONTINUED): FINAL MARKINGS AND ALL OTHER PAVEMENT MARKINGS INCLUDING EDGELINES, CHANNELIZING LINES, LANE REDUCTION TRANSITIONS, GORE MARKINGS AND OTHER LONGITUDINAL MARKINGS AND THE VARIOUS NONLONGITUDINAL MARKINGS (STOP LINES, RAIL ROAD CROSSINGS, CROSSWALKS, WORDS, SYMBOLS, ETC) SHOULD BE INSTALLED WITHIN 14 CALENDAR DAYS. NOTE: WHEN FINAL MARKINGS ARE TO BE EPOXY AND PAINT IS USED FOR INTERIM SOLID LINES, A 10 MIL THICK LAYER APPLICATION OF A WATERBASED TRAFFIC MARKING PAINT SHALL BE USED. WITH A 10 MIL LAYER OF PAINT APPLIED, BEADS SHOULD BE APPLIED AT A RATE OF 6 LBS/GAL. REMOVAL OF THE 10 MIL LAYER OF PAINT IS NOT REQUIRED PRIOR TO PLACING THE EPOXY. THE INTERIM STRIPE SHALL BE 5 IN LENGTH. ALL INTERIM MARKINGS SHALL BE INSTALLED PRIOR TO REMOVING LANE CLOSURE OR OPENING THE ROADWAY TO TRAFFIC. INTERIM PAVEMENT MARKING REVISED: 02JAN2004 CERTIFIED BY DATE 8/29/200 STATE PROJ. NO (TH 35W) SHEET NO. 13 OF!*! SHEETS

PERMANENT PAVEMENT MARKING PLAN

PERMANENT PAVEMENT MARKING PLAN GENERAL INFORMATION: NOTES & GUIDELINES POLY PREFORM INLAY APPLICATION: PERMANENT PAVEMENT MARKING PLAN INDEX THE ENGINEER S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL