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Agenda - Public Works Committee - 06/20/2017
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Agenda - Public Works Committee - 06/20/2017
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Meeting Type
Public Works Committee
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06/20/2017
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SHEETS <br />JOINTS, <br />"NO-TRACKING" <br />PROVIDEPRIVATETHETHETHETHEBE10 <br />VARYREASONABLYNOTPAVEMENTPAVEMENT <br />OR <br />WITH <br />CONSULATATION <br /> <br /> <br />OF <br /> SHALL <br /> <br /> <br /> <br /> <br />BY <br />AT <br /> <br /> APPLIED IMMEDIATELY AFTER APPLICATION OF THE EPOXY RESIN LINE TO PROVIDE AN IMMEDIATE NO-TRACK SYSTEM. <br />SHALL <br />PROVIDEDRELIEVE SHEET <br />DEGREES <br />MAY <br /> <br />COVERED <br /> 2 <br /> <br />CONTRACTOR OF THEIR RESPONSIBILITY TO COMPLY AS CLOSELY AS PRACTICABLE WITH THE PLANNED DIMENSIONS. <br />BE <br />RECOMMENDED <br />LONGITUDINAL <br /> <br /> <br /> <br />AT <br /> <br /> BEADS <br /> <br />TO <br />TOSEGMENTS <br />APPLICATION. <br />MATERIAL <br /> <br />TO <br /> <br />AND <br /> <br /> <br />IS <br /> <br />ARENOT <br />POINTS <br /> <br /> <br /> <br /> <br />50 <br />INCIDENTALAND <br /> <br />POINT <br /> STRIPING <br />THE <br />SUNWOOD DRIVE STRIPING IMPROVEMENTS <br /> <br /> <br />PAVEMENT EDEGES AND EXISTING MARKINGS MAY SERVE AS HORIZONTAL CONTROL WHEN SO DIRECTED. <br />GLASS <br />FIELD <br />ROADS <br />ARE <br /> <br /> <br />VARIATIONS <br /> <br />SHALL <br /> <br />LB/GAL. <br />PAVEMENT <br /> <br /> <br /> <br />INCH. <br /> <br /> <br /> <br /> <br />LINE <br />TEMPERATURES <br /> <br />POINTS. <br />BREAK <br />APPROPRIATE <br />CLEANING. <br />AS <br />TO <br />8. PERMANENT PAVEMENT MARKINGS SHALL NOT BE PLACED OVER TEMPORARY TAPE MARKINGS. <br /> <br /> <br /> <br /> <br /> <br />FOR <br />PUBLIC <br /> TO <br />OR <br />TOLERANCES <br /> <br />LIMITED <br />BROKEN17-04 <br /> <br /> <br /> <br />1 <br /> <br />BE <br /> <br /> <br />PRIOR25 <br />THE CITY OF RAMSEY, MINNESOTA <br />(NON-METALLIC) <br />START OF THE RADIUS FOR THE INTERSECTION OR AT MARKED STOP LINES OR CROSSWALKS. <br />EXCEED <br /> <br /> <br />ALLOWED <br /> <br /> <br />CUTOFF <br />THE <br />SHALL <br />LEAST <br /> <br />UNDER <br /> <br />CITY PROJECT NO. <br /> <br />WITH <br />SIGNAL. <br /> <br /> <br /> <br />PAVEMENT <br /> <br />APPEARANCE. <br />BE <br />JUST <br /> <br />TO <br /> <br /> <br /> AT <br /> <br />NOT <br /> SURFACE <br /> <br />SHALL <br /> <br />AT <br /> WORK <br /> THICKNESS <br />INTERSECTIONS <br /> <br />AND <br /> <br />ENGINEER <br />AND <br />APPLICATION <br />BE <br />"SPOTTING" <br /> <br />OF <br />TRAFFICSHALL <br /> <br /> <br /> <br />WILL <br /> <br />STARTING <br /> <br />MATERIAL <br /> <br /> <br />RATE <br /> <br />OVER <br />THISTHE <br />BROOMPAVEMENT <br /> <br /> <br /> <br />GUIDE <br /> <br />GENERAL <br /> <br /> <br /> <br />WIDTH <br />SPECIFIED <br />PERMANENT PAVEMENT MARKING GENERAL NOTES AND GUIDELINES:ORTHE <br />A <br />ENGINEER. <br /> <br />FOLLOW <br /> <br />THE <br /> <br /> <br /> AT <br /> <br /> <br /> <br />NECESSARYOF <br /> SIGN <br />ROTARY <br /> <br />NECESSARY <br />OF <br /> <br />AT <br />THECONTROL <br /> <br /> <br />APPLIED <br /> <br /> <br /> <br />SPECIFIED <br /> <br />PROVIDED <br />ESTABLISHMENT <br />ROAD <br />ONLYDIRECTION <br />THE <br /> <br /> <br />STOP <br />IMMEDIATELY <br />OF <br />OF <br /> <br /> <br /> <br /> <br /> <br />A <br />THE <br /> <br /> <br /> <br />APPLICATION APPLICATION <br />SIGN,FROM <br />THE <br /> <br />WITH <br /> BE <br /> <br />BROKEN <br />THE <br />DETERMINE <br />PLACE <br /> <br /> <br /> <br /> <br />THE <br />SHALL <br /> <br />TO <br /> <br />GLASS BEADS AT THE RATE OF AT LEAST 25 LB/GAL. <br />LENGTHS <br /> <br />WHEN <br /> <br />THE <br />DETRACT <br />BRUSHING <br />YIELD <br />FROM <br /> <br />ACCEPTABLE <br /> <br /> <br /> OVER <br /> <br />WILL <br />AT <br />BESHALL <br /> <br /> <br />JOINTS. <br />BEADS <br /> <br />ONLY <br /> <br /> <br /> <br /> <br />ADEVIATIONS <br />THE <br /> AN <br />CLEANED <br /> <br />TO <br /> <br />BY <br />TO <br />14 <br /> <br />NOT <br />SPECIFIED <br /> <br /> <br /> <br /> <br />CONTRACTOR <br /> <br />LEASTON <br /> <br />OR <br />ARE <br />APPLICATION <br />CONDUCTED <br />CONTROLLED <br />STRIPING <br />INGLASS <br /> <br /> <br /> <br /> <br /> LONGITUDINAL <br />DOES <br /> <br />DETERMINED <br />INVOLVEMENT <br />UNDER <br /> <br /> <br />AND <br />LINES <br />BE <br />AT <br /> <br /> <br />APPLICATIONS, <br /> <br /> <br /> <br /> <br />ALIGNMENT <br />SHALL <br /> <br /> OF <br />REMOVAL OF DOUBLE SOLID LINE IS PAID BY LINEAR FOOT FOR EACH SOLID LINE.THE <br />INSIDEANDSEQ & NOTES <br />PAVEMENT <br />MANUFACTURER <br />FOR <br /> <br /> <br />LANE <br /> <br />INCH <br />CONSIST <br /> <br /> <br /> <br /> <br />BE <br /> <br /> ARE <br />THEGRADUALMARKING <br /> <br />CONTROL <br /> <br /> <br />FROM <br />SURFACE <br /> <br />SHALL <br />THE <br /> <br />BE <br /> <br />4 <br />1 <br /> <br />AND <br /> <br />THEY <br /> <br /> <br />ENGINEER'SINSPECTION. <br />OVER <br /> OF <br />SHALL <br /> <br />COMPENSATORY. <br />AT <br />OF <br />SHALL <br /> <br />FOOT <br /> <br /> <br /> <br /> OPERATIONS <br /> <br />LINES <br /> <br /> MIL <br />TOLERANCE <br /> <br />IF <br /> <br />EPOXY <br />LFMEASURED <br />IS <br /> <br />HORIZONTAL <br /> <br />ROAD <br /> <br /> <br />ENTRANCESAPPLIED <br /> <br /> <br />CONDITION <br />100 <br />MARKING. <br />VARIATION <br /> <br />MATERIALGREATER. <br />15 <br />CLEANING <br />2 <br /> 1 <br />EDGE <br /> <br /> <br /> <br /> <br /> <br />REMOVALS SHALL BE MARKED IN THE FIELD BY CITY STAFF. <br />EQUALS <br />THE <br />THETHEFOR <br />TO <br /> <br />AND <br /> <br /> <br /> <br /> <br /> <br />UP <br />4. <br />2.3.BE5.6.7. <br />1. <br />AS <br /> <br /> <br />APART <br />REMOVAL <br /> <br />4" <br /> 6 2 1 10 FA 6 <br /> <br /> SPACED <br />LINE <br /> 0 SUN OOD DRIVE <br />RAMSEY, MN 0 <br /> <br />SOLID <br /> <br />BE <br /> <br />SHALL <br /> <br />DOUBLE <br /> <br />LINE <br />MARKING REMOVAL.EDGES OF THE LINES. <br /> <br />OF <br /> <br />SOLID <br /> <br />LF <br /> <br />50 <br /> <br /> <br />DOUBLE <br />EXAMPLE: <br />NOTES:S <br /> <br />4 <br />4" <br />2.3. <br />1. <br />6/7/17 <br />17-04 <br />FILE No. <br />DATE: <br />ESTIMATED <br />QUANTITY <br />210436525895 <br />480427 <br />16 <br />DESIGNED BY: <br />112 <br />CHECKED BY: <br />DRAWN BY: <br />JJF <br />JJFBRW <br />17-04 SUNWOOD DRIVE STRIPING - ESTIMATED QUANTITIES <br />Licensed <br />prepared <br />UNIT <br />LSLS <br />SFLFLFLFLF <br />EAEA <br />24SY24SY24SY24SY24SY24SY <br />KEY <br />4DY4DY4DY4DY4DY4DY4DY4DY4DY4DY4DY4DY4DY4DY Professional Engineer under the laws of the State of Minnesota <br />4SW4SW4SW4SW4SW4SW4SW4SW4SW4SW4SW4SW4SW4SW4SW4SW4SW4SW4SW4SW4SW <br /> <br /> <br />duly <br />was <br /> <br /> <br />report <br />a <br /> <br />40116 <br />am <br /> <br />I <br /> <br /> <br />that <br />or <br />LENGTH <br />(FEET) <br /> <br />specification, <br /> <br />200 <br />531339324797200590338339338324364363363354285581590171200 <br />178133149100154139178130120176164135 and <br />Lic. No. <br />48 <br />4" DOUBLE SOLID LINE YELLOW - EPOXY6089267470553790 <br />BRUCE WESTBY <br />17-04 SUNWOOD DRIVE STRIPING SUMMARY <br /> <br />supervision <br /> <br />plan, <br />PAVT MSSG (RT ARROW) - EPOXY <br />PAVT MSSG (LT ARROW) - EPOXY <br />PAVEMENT MARKING REMOVALPAVEMENT MARKING REMOVAL <br /> <br />24" SOLID LINE YELLOW - EPOXY <br />direct <br /> <br />this <br />STATION 6/7/17 <br />23+3131+8523+3331+8531+8529+8529+8528+2223+9920+4920+09 <br />13+3119+3727+5613+3113+3113+3119+3723+3421+8421+8427+5623+9611+53 <br />10+8910+8910+8910+8915+3015+2015+3016+00 <br />4" SOLID LINE WHITE - EPOXY <br />0+80 <br />0+78 <br />6+126+726+726+726+727+507+50 <br /> <br />that <br />END <br />my <br /> <br /> <br />under <br />certify <br />ITEM <br />Date <br /> <br /> <br />or <br />hereby <br /> <br />me <br /> <br />by <br />TRAFFIC CONTROLSTATION <br /> <br />I <br />TAPER <br />21+0928+76 <br />10+3713+21 <br />4+07 <br />MOBILIZATION <br />G:\\Engineering\\AutoCad Dwgs\\Projects N-Z\\Sunwood Drive Striping - 17-04\\Plan Drawings\\Location Map.dwg <br />STATION <br />START <br />29+8523+9325+68 <br />11+5320+0923+9021+8426+5611+5312+4312+4320+0920+0920+0928+2228+2228+2231+8527+5623+3613+3120+4617+3512+43 <br />18+0414+0014+0014+0016+00 <br />2+80 <br />0+857+506+120+833+333+337+509+509+506+729+49 <br />ITEM NO. <br />2021.5012102.5012563.6012582.5012582.501 <br />2102.5022582.5022582.5022582.502 <br />SEGMENT <br />WB TL 6 <br />WB TL 1 <br />WB TL 2WB TL 3WB TL 4WB TL 5 <br />WB FL 1WB FL 2WB FL 3WB FL 5 <br />WB FL 4 <br />EB FL 1EB FL 3EB TL 1EB TL 2EB TL 3EB TL 5 <br />EB FL 2EB FL 4EB FL 5EB TL 4 <br />CL 1ACL 1DCL 2ACL 2DCL 3ACL 3DCL 4ACL 4DCL 6ACL 6DCL 8ACL 8D <br />NO. <br />CL 1 <br />CL 2CL 3CL 4CL 5CL 6CL 7CL 8 <br />NOTE <br />1, 2 <br />13 REVISION <br />WB TURN LANE <br />EB TURN LANE <br />WB FOG LINE <br />EB FOG LINECENTERLINE <br />LINE <br />PAGE NO. <br />3 - 4, 6 <br />7 - 107 - 107 - 107 - 10 <br /> Jun 07, 2017 - 9:35am <br />3 - 6 <br />7, 9 <br />DATE <br /> <br />
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