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McHenry Avenue Corridor Improvements General Notes and Legend
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McHenry Avenue Corridor Improvements General Notes and Legend
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McHenry Avenue Corridor Improvements General Notes and Legend
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i <br />E <br />v <br />L0 <br />O <br />0 <br />0 <br />N <br />N <br />0 <br />Z <br />00 <br />N <br />N <br />o DATUM <br />0 <br />c0 <br />/ <br />c <br />0 <br />U <br />STAGE SHEET STATION STRIPE <br />DETAIL <br />"M" 43+ 19.51 - <br />43+84.82 <br />25A <br />"M" 43+ 19.51 - <br />43+81.20 <br />25A <br />"M" 43+81.20 - <br />43+84.53 <br />27B <br />"S 1 AR" 19+07.76 <br />- 30+62.45 <br />27B <br />"S1AR" 21+00.00 <br />- 30+62.45 <br />22 <br />SC-1 <br />"M" 21 +00.00 - <br />"S 1 AR" 30+62.45 <br />27B <br />"M" 47+40.00 - <br />70+ 10.62 <br />22 <br />1A <br />"S1 AR" 19+07.76 <br />- 21 +00.00 <br />27B <br />"S 1 AR" 19+07.76 <br />- 21 +00.00 <br />22 <br />"M" 43+97.00 - <br />"S 1 AR" 21 +00.00 <br />27B <br />SC-2 <br />"M" 47+40.00 - <br />70+10.62 <br />22 <br />SC-2,3 <br />"M" 70+10.62 - <br />74+54.57 <br />22 <br />"M" 74+54.57 - <br />87+70.00 <br />22 <br />SC-3 <br />"M" 87+ 15.00 - <br />88+25.00 <br />27B <br />"S1 BR" 14+75.89 <br />- 16+30.00 <br />27B <br />"M" 28+38.08 - <br />33+50.55 <br />27B <br />"M" 28+38.08 - <br />33+50.55 <br />22 <br />"M" 28+38.08 - <br />29+38.12 <br />27B <br />"M" 32+50.53 - <br />33+50.55 <br />27B <br />"S1 BR" 16+30.00 <br />- "M" 46+00.00 <br />27B <br />"M" 45+25.00 - <br />46+00.00 <br />25A <br />SC-4 <br />„ <br />M 45+25.00 - <br />46+00.00 <br />25A <br />"M" 45+77.96 - <br />46+00 <br />38A <br />"M" 45+77.96 - <br />46+00 <br />38A <br />"M" 45+25.00 - <br />48+00.00 <br />25A <br />"M" 45+25.00 - <br />48+00.00 <br />25A <br />"M" 45+77.96 - <br />46+43.19 <br />38A <br />"M" 45+77.96 - <br />46+43.19 <br />38A <br />"M" 46+00.00 - <br />"M" 70+10.62 <br />27B <br />SC-4,5 <br />"M" 46+00.00 - <br />"M" 70+10.62 <br />27B <br />"M" 48+00.00 - <br />70+ 10.62 <br />22 <br />SC-5,6 <br />"M" 70+10.62 - <br />74+54.57 <br />22 <br />"M" 70+10.62 - <br />73+58.90 <br />27B <br />1B <br />"M" 74+54.57 - <br />88+20.07 <br />22 <br />"M" 71 +62.86 - <br />73+58.90 <br />27B <br />"M" 73+16.65 - <br />74+54.57 <br />27B <br />SC-6 <br />"M" 74+54.57 - <br />88+20.07 <br />27B <br />"M" 78+10.00 - <br />88+20.07 <br />27B <br />"M" 87+10.07 - <br />88+20.07 <br />27B <br />"S 1 BR" 14+73.11 <br />- 16+30.00 <br />25A <br />"S 1 BR" 14+73.1 1 <br />- 16+30.00 <br />25A <br />"S 1 BR" 16+30.00 <br />- 17+ 15.57 <br />25A <br />"S 1 BR" 16+30.00 <br />- 17+ 15.57 <br />25A <br />"S 1 BR" 17+00 - <br />17+ 15 <br />38A <br />"S 1 BR" 17+00 - <br />17+ 13 <br />38A <br />SC-7 <br />"S1 BR" 17+15.57 <br />- 18+44.30 <br />40 <br />"S 1 BR" 18+44.30 <br />- 21 +00.00 <br />22 <br />"S1 BR" 18+44.30 <br />- 21 +00.00 <br />27B <br />"S 1 BR" 18+44.30 <br />- 32+49.44 <br />22 <br />"S1 BR" 18+44.30 <br />- 32+49.44 <br />27B <br />"S1 BR" 21 +00.00 <br />- 32+49.44 <br />27B <br />"S 1 BR" 21 +00.00 <br />- "M" 46+00.00 <br />27B <br />LOCATION NO. <br />TEMPORARY TEMPORARY <br />TRAFFIC STRIPE PAVEMENT MARKER <br />(PAI NT) <br />4" YELLOW I 4" WHITE D I H <br />LF EA <br />64 <br />62 <br />552 <br />513 <br />100 <br />100 <br />2 <br />4 <br />4 <br />TEMPORARY TRAFFIC STRIPE <br />LOCATION NO. 2 <br />LOCATION <br />NO. 3 <br />LOCATION NO. 4 <br />TEMPORARY <br />TRAFFIC STRIPE (PAINT) <br />TEMPORARY <br />TEMPORARY <br />TRAFFIC STRIPE <br />TEMPORARY <br />PAVEMENT <br />TEMPORARY <br />TRAFFIC STRIPE (PAINT) <br />TEMPORARY <br />PAVEMENT MARKER <br />PAVEMENT MARKER <br />(PAINT) <br />MARKER <br />4" YELLOW I <br />4" WHITE <br />I 8" WHITE <br />D <br />H <br />4" YELLOW <br />I 4" WHITE <br />D <br />4" YELLOW <br />I 4" WHITE <br />I 8" WHITE <br />D <br />H <br />LF <br />EA <br />LF <br />EA <br />LF <br />EA <br />968 <br />963 <br />84 <br />963 <br />2271 <br />192 <br />193 <br />192 <br />18 <br />319 <br />2271 <br />192 <br />444 <br />40 <br />1316 <br />112 <br />110 <br />125 <br />192 <br />204 <br />10 <br />75 <br />5 <br />23 <br />23 <br />200 <br />10 <br />200 <br />10 <br />43 <br />43 <br />2412 <br />2410 <br />2211 <br />188 <br />445 <br />40 <br />348 <br />1366 <br />116 <br />196 <br />150 <br />1366 <br />1010 <br />110 <br />125 <br />157 <br />8 <br />157 <br />8 <br />84 <br />5 <br />84 <br />5 <br />13 <br />15 <br />129 <br />256 <br />24 <br />256 <br />1 151 <br />98 <br />1063 <br />1153 <br />SEE SHEET Q-8 FOR CONTINUATION OF TEMPORARY TRAFFIC STRIPE QUANTITIES <br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY <br />HORIZONTAL: N/A DRAWN: F. DeMARCO <br />VERTICAL: N/A <br />DESIGNED: R. GIBBON <br />I 1 1 1 CHECKED: K. OAKS <br />INCHES <br />10 20 30 40 50 APPROVED: T. BARNARD <br />- - - - MILLIMETERS <br />DATE <br />09-29-16 A"= c <br />OM <br />09-29-16 TECHNICAL SERVICES, INC. <br />09-29-16 2020 L STREET, SUITE 300 <br />SACRAMENTO, CA 95811 <br />09-29-16 T 916.414.5800 F 916.414,1557 <br />0. <br />329 <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />=1 McHENRY AVE CORRIDOR IMPROVEMENTS <br />/ SUMMARY OF QUANTITIES <br />ei SHO J. <br />• G, <br />GIBSON •; rZ� <br />3 <br />No. C70999 <br />1:,Exp. 06-30-17 <br />7� CIV1L <br />lkkEgli Of <br />DRAWING <br />Q-7 <br />OF <br />Q-10 <br />SHEET <br />101 OF176 <br />(REVISED) <br />FILE NO. <br />
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