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E <br />s <br />N <br />L0 <br />I <br />go <br />N <br />N <br />8 <br />m <br />3 <br />DA7 UN <br />c <br />o- <br />0 <br />TEMPORARY TRAFFIC STRIPE <br />LOCATION <br />NO.. 1 <br />LOCATION NO. 2 <br />LOCATION <br />NO. 3 <br />LOCATION NO. 4 <br />STRIPE <br />TEMPORARY <br />TRAFFIC STRIPE <br />TEMPORARY <br />TEMPORARY <br />TRAFFIC STRIPE <br />(PAINT) <br />TEMPORARY <br />TEMPORARY <br />TRAFFIC STRIPE <br />TEMPORARY <br />PAVEMENT <br />TEMPORARY <br />TRAFFIC STRIPE (PAINT) <br />TEMPORARY <br />STAGE SHEET <br />STATION <br />DETAIL <br />(PAINT) <br />PAVEMENT MARKER <br />PAVEMENT <br />MARKER <br />(PAINT) <br />MARKER <br />PAVEMENT <br />MARKER <br />4" <br />YELLOW 4" <br />WHITE <br />D H <br />4" YELLOW <br />4" WHITE ( <br />8" WHITE <br />D <br />H <br />4" YELLOW 4" WHITE <br />D <br />4" YELLOW <br />4" WHITE <br />I 8" WHITE <br />D <br />H <br />LF <br />EA <br />LF <br />EA <br />LF <br />EA <br />LF <br />EA <br />"M" 43+ 19.51 - <br />43+84.82 <br />25A <br />64 <br />4 <br />_ <br />"M" 43+ 19.51 - <br />43+81.20 <br />25A <br />62 <br />4 <br />"M" 43+81.20 - <br />43+84.53 <br />276� <br />� <br />8 <br />"S 1 AR" 19+07.76 <br />- 30+62.45 <br />27B <br />i <br />968 <br />"S 1 AR" 21 +00.00 <br />30+62.45 <br />22 <br />963 <br />84 <br />SC-1 <br />- <br />M 21 +00.00 - <br />S 1 AR 30+62.45 <br />27B <br />963 <br />"M" 47+40.00 - <br />70+ 10.62 <br />22 <br />2271 <br />192 <br />1 A <br />"S 1 AR" 19+07.76 <br />- 21 +00.00 <br />27B <br />193 <br />"S 1 AR" 19+07.76 <br />- 21 +00.00 <br />22 <br />a <br />192 <br />18 <br />"M" 43+97.00 - <br />"S 1 AR" 21 +00.00 <br />27B <br />319 <br />SC-2 <br />"M" 47+40.00 - <br />70+ 10.62 <br />22 <br />2271 <br />192 <br />SC-2,3 <br />"M" 70+10.62 - <br />74+54.57 <br />22 <br />444 <br />40 <br />"M" 74+54.57 -- <br />87+70.00 <br />22 <br />1316 <br />112 <br />SC-3 <br />"M" <br />M 87+15.00 - <br />88+25.00 <br />27B <br />110 <br />"S1 BR" 14+75.89 <br />- 16+30.00 <br />27B <br />125 <br />"M" 28+38.08 - <br />33+50.55 <br />I 27B <br />513 <br />"M" 28+38.08 - <br />33+50.55 <br />22 <br />552 <br />4 <br />"M" 28+38.08 - <br />29+38.12 <br />27B <br />100 <br />- <br />"M" 32+50.53 - <br />33+50.55 <br />27B <br />100 <br />"S1 BR" 16+30.00 <br />- "M" 46+00.00 <br />27B <br />192 <br />"M" 45+25.00 - <br />46+00.00 <br />25A <br />204 <br />10 <br />SC-4 <br />" " <br />M 45+25.00 - <br />46+00.00 <br />25A <br />75 <br />5 <br />"M" 45+77.96 - <br />46+00 <br />38A <br />23 <br />"M" 45+77.96 - <br />46+00 <br />_ <br />38A <br />23 <br />"M" 45+25.00 - <br />48+00.00 <br />25A <br />200 <br />10 <br />"M" 45+25.00 - <br />48+00.00 <br />25A <br />200 <br />10 <br />"M" 45+77.96 - <br />46+43.19 <br />38A <br />43 <br />"M" 45+77.96 - <br />46+43.19 <br />38A <br />43 <br />"M" 46+00.00 - <br />"M" 70+ 10.62 <br />27B <br />2412 <br />SC-4,5 <br />"M" 46+00.00 - <br />"M" 70+ 10.62 <br />27B <br />2410 <br />"M" 48+00.00 - <br />70+ 10.62 <br />( 22 <br />2211 <br />188 <br />SC-5,6 <br />"M" 70+10.62 - <br />74+54.57 <br />22 <br />445 <br />40 <br />"M" 70+10.62 - <br />73+58.90 <br />27B <br />348 <br />1 B <br />"M" 74+54.57 - <br />88+20.07 <br />22 <br />1366 <br />116 <br />mcm" Ave � rww I"w0v~ Pm� <br />� t AaXWW _ <br />"M" 71+62.86 - <br />73+58.90 <br />27B <br />_ <br />196 <br />AS -BUILT <br />"M" 73+ 16.65 - <br />74+54.57 <br />27B <br />150 <br />ft*Wwt FVM r MNurldo Rivem, P F- <br />SC-6 <br />Juror e. 2W i <br />"M" 74+54.57 - <br />88+20.07 <br />27B <br />1366 <br />"M" 78+10.00 - <br />88+20.07 <br />27B <br />1010 <br />"M" 87+10.07 - <br />88+20.07 <br />27B <br />110 <br />_ <br />125 <br />"S 1 BR" 14+73.11 <br />- 16+30.00 <br />25A <br />i <br />157 <br />8 <br />"S1 BR" 14+73.11 <br />- 16+30.00 i <br />25A � <br />� <br />157 <br />8 <br />"S 1 BR" 16+30.00 <br />- 17+ 15.57 I <br />25A i <br />84 <br />5 <br />"S 1 BR" 16+30.00 <br />- 17+ 15.57 <br />25A <br />84 <br />5 <br />"S 1 BR" 17+00 - <br />17+ 15 <br />38A I <br />13 <br />"S 1 BR" 17+00 - <br />17+ 13 <br />38A <br />15 <br />SC-7 <br />"S1 BR" 17+15.57 <br />- 18+44.30 <br />40 <br />129 <br />"S 1 BR" 18+44.30 <br />- 21 +00.00 <br />22 <br />256 <br />24 <br />"S1 BR" 18+44.30 <br />- 21 +00.00 i <br />27B <br />256 <br />"S 1 BR" 18+44.30 <br />- 32+49.44 <br />22 <br />1151 <br />98 <br />"S 1 BR" 18+44.30 <br />- 32+49.44 <br />27B <br />1063 <br />"S 1 BR" 21 +00.00 <br />- 32+49.44 <br />27B <br />1153 <br />"S1 BR" 21 +00.00 <br />- "M" 46+00.00 <br />27B <br />329 <br />SURVEY <br />REVISION <br />DESCRIPTION BY DATE <br />SCALE HORIZONTAL: N/A <br />VERTICAL: N/A <br />0 <br />I I I <br />INCHES <br />1i 20 30 40 <br />MILLIMETt <br />SEE SHEET Q-9 FOR CONTINUATION OF TEMPORARY TRAFFIC STRIPE QUANTITIES <br />PREPAREDBY <br />DRAWN: <br />F. <br />DeMARCO <br />DESIGNED: <br />R. <br />GIBSON <br />2 <br />1 CHECKED: <br />K. <br />OAKS <br />50 APPROVED: <br />T. <br />BARNARD <br />DATE <br />09-29-16 <br />A=Aw L <br />mcm <br />09-29- <br />TECHNICAL SERVICES, INC. `� <br />09-29-16 <br />2020 L STREET, SUITE 300 <br />SACRAMENTO, CA 95811 <br />09-29-16 <br />T 916.414,5800 F 916.414.1557 <br />SAN JOAQUIN COUNTY PUBLIC; WORKS <br />-1 McHENRY AVE CORRIDOR IMPROVEMENTS'° <br />• <br />SUMMARY OF QUANTITIES <br />DRAWING <br />• ••r•('Y� Q _ V <br />RiH I N OF <br />Zj <br />No. C70999 <br />Exp. os-3. -1t * Q-10 <br />��••rrC`/vo- r_`�� SHEET <br />% OF CACvE�� 10 2 of 176 <br />FILE NO. <br />