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DATE <br />25-11 2025 MSA PAVEMENT MARKING IMPROVEMENTS <br />STATEMENT OF ESTIMATED QUANTITIES <br />NOTE <br />ITEM <br />No. <br />MNDOT <br />No. <br />DESCRIPTION <br />UNIT <br />ESTIMATED <br />QUANTITY <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />1 <br />2 <br />2563.601 <br />TRAFFIC CONTROL <br />LS <br />1 <br />1 <br />3 <br />2582.502 <br />4" DOUBLE SOLID LINE YELLOW (MULTI -COMP) <br />LF <br />3,381 <br />4 <br />2582.502 <br />4" SOLID LINE YELLOW (MULTI -COMP) <br />LF <br />7,344 <br />5 <br />2582.502 <br />4" SOLID LINE WHITE (MULTI -COMP) <br />LF <br />30,134 <br />6 <br />2582.502 <br />4" BROKEN LINE YELLOW (MULTI -COMP) <br />LF <br />2,674 <br />7 <br />2582.502 <br />4" BROKEN LINE WHITE (MULTI -COMP) <br />LF <br />300 <br />8 <br />2582.502 <br />24" SOLID LINE YELLOW (MULTI -COMP) <br />LF <br />142 <br />9 <br />2582.502 <br />24" SOLID LINE WHITE (MULTI -COMP) <br />LF <br />59 <br />10 <br />2582.518 <br />CROSSWALK MARKING (MULTI -COMP) <br />SF <br />1,008 <br />11 <br />2582.602 <br />PAVT MSSG - TURN ARROW (MULTI -COMP) <br />EA <br />32 <br />12 <br />2582.602 <br />PAVT MSSG - HANDICAP (MULTI -COMP) <br />EA <br />1 <br />REVISION <br />I hereby certify that this plan, specrfication, or report was prepared <br />by me or under my • erect supervision and that I a duly Licensed <br />Professional Engunder .ws ofthe St f Minnesota <br />ANCEK <br />Da 04/04/25 Lic No 57095 <br />DESIGNED BY: <br />LWC <br />DRAWN BY: <br />LWC <br />cnTE <br />04/04/25 <br />CHECKED BY: <br />11F <br />FILE <br />25-11 <br />CITY OF RAMSEY <br />7550 SUNWOOD DRIVE <br />RAMSEY, MN 55303 <br />(763) 427-1410 FAX (763) 433-9898 <br />PAY ITEM NOTES: <br />1. 4" DOUBLE SOLID LINE SHALL BE SPACED 4" APART AS MEASURED AT THE INSIDE EDGES OF THE LINES. <br />PERMANENT PAVEMENT MARKING GENERAL NOTES AND GUIDELINES: <br />1. THE ENGINEER'S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED TO FIELD CONSULATATION <br />AND INSPECTION. THE CONTRACTOR WILL PLACE NECESSARY "SPOTTING" AT APPROPRIATE POINTS TO PROVIDE <br />HORIZONTAL CONTROL FOR STRIPING TO DETERMINE NECESSARY STARTING AND CUTOFF POINTS. LONGITUDINAL JOINTS, <br />PAVEMENT EDEGES AND EXISTING MARKINGS MAY SERVE AS HORIZONTAL CONTROL WHEN SO DIRECTED. <br />2. EDGE LINES AND LANE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS WITH PUBLIC ROADS AND AT PRIVATE <br />ENTRANCES IF THEY ARE CONTROLLED BY A YIELD SIGN, STOP SIGN OR TRAFFIC SIGNAL. THE BREAK POINT IS TO BE AT THE <br />START OF THE RADIUS FOR THE INTERSECTION OR AT MARKED STOP LINES OR CROSSWALKS. <br />3. TOLERANCE OF 1/4 INCH UNDER OR 1/4 OVER THE SPECIFIED WIDTH WILL BE ALLOWED FOR STRIPING PROVIDED THE <br />VARIATION IS GRADUAL AND DOES NOT DETRACT FROM THE GENERAL APPEARANCE. BROKEN LINE SEGMENTS MAY VARY <br />UP TO 1/2 FOOT FROM THE SPECIFIED LENGTHS PROVIDED THE OVER AND UNDER VARIATIONS ARE REASONABLY <br />COMPENSATORY. ALIGNMENT DEVIATIONS FROM THE CONTROL GUIDE SHALL NOT EXCEED 1 INCH. MATERIAL SHALL NOT <br />BE APPLIED OVER LONGITUDINAL JOINTS. ESTABLISHMENT OF APPLICATION TOLERANCES SHALL NOT RELIEVE THE <br />CONTRACTOR OF THEIR RESPONSIBILITY TO COMPLY AS CLOSELY AS PRACTICABLE WITH THE PLANNED DIMENSIONS. <br />4. THE ROAD SURFACE SHALL BE CLEANED AT THE DIRECTION OF THE ENGINEER JUST PRIOR TO APPLICATION. PAVEMENT <br />CLEANING SHALL CONSIST OF AT LEAST BRUSHING WITH A ROTARY BROOM (NON-METALLIC) OR AS RECOMMENDED BY THE <br />MATERIAL MANUFACTURER AND ACCEPTABLE TO THE ENGINEER. THIS WORK SHALL BE INCIDENTAL TO PAVEMENT <br />MARKING. <br />5. THE MULTI -COMP MARKING APPLICATION SHALL IMMEDIATELY FOLLOW THE PAVEMENT CLEANING. GLASS BEADS SHALL BE <br />APPLIED IMMEDIATELY AFTER APPLICATION OF THE EPDXY RESIN LINE TO PROVIDE AN IMMEDIATE NO -TRACK SYSTEM. <br />6. APPLY MULTI -COMP MARKINGS WITH A MINIMUM THICKNESS OF 20 MILS, GLASS BEADS SHALL BE APPLIED AT A RATE OF AT <br />LEAST 25 LB/GAL. THE "NO -TRACKING" CONDITION SHALL BE DETERMINED ON AN APPLICATION OF SPECIFIED THICKNESS TO THE <br />PAVEMENT AND COVERED WITH GLASS BEADS AT THE RATE OF AT LEAST 25 LB/GAL. <br />7. OPERATIONS SHALL BE CONDUCTED ONLY WHEN THE ROAD PAVEMENT SURFACE TEMPERATURES ARE 50 DEGREES OR <br />GREATER. <br />8. PERMANENT PAVEMENT MARKINGS SHALL NOT BE PLACED OVER TEMPORARY TAPE MARKINGS. <br />9. CONTRACTOR IS RESPONSIBLE FOR ANY TEMPORARY "NO PARKING" SIGN PLACEMENTS AS NECESSARY FOR PLACING <br />PAVEMENT MARKINGS. INCIDENTAL TO THE TRAFFIC CONTROL PAY ITEM. <br />STATEMENT OF ESTIMATED QUANTITIES <br />2025 MSA PAVEMENT MARKING IMPROVEMENTS <br />CITY PROJECT NO. 25-11 <br />CITY OF RAMSEY, MINNESOTA <br />SHEET <br />02 <br />OF <br />07 <br />SHEETS <br />