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MISC. ADJUST QUANTITY SUMMARY STORM DRAIN QUANTITY SUMMARY <br />REMOVE ADJUST PIPE CATCH 18" STORM <br />12 °° STORM 15" STORM 18 " STORM 24" STORM 30" STORM <br />STORM <br />RELOCATE REMOVE INLET BASIN DRAIN DRAIN <br />CATCH FACILITY DRAIN PIPE DRAIN PIPE DRAIN PIPE DRAIN PIPE DRAIN PIPE <br />LOCATION — DESCRIPTION BASIN <br />FENCE TREES LOCATION — DESCRIPTION <br />TO GRADE TYPE OCP ) ( TYPE 1 1 ) DROP I NTLET MANHOLE <br />EA LF EA EA EA EA EA LF LF LF LF LF EA <br />CAROLINA to W . I . D . BRIDGE INDIANA SYSTEM 3 208 110 858 27 5 <br />107+50 to 112+00 <br />AUGUSTA SYSTEM 4 92 140 220 2 <br />W . I . D . BRIDGE to INDIANA 152 2 1 <br />112 . 00 to 114+20 MOKELUMNE SYSTEM 1 5 1 192 119 1 <br />INDIANA to AUGUSTA 3 <br />TOTAL 1 12 1 492 110 1117 220 27 8 <br />114+20 to 118+40 <br />AUGUSTA to MOKELUMNE 1 3 LANDSCAPE QUANTITY SUMMARY <br />118+40 to 122+60 <br />INTERLOCKING INTERLOCKING INTERLOCKING <br />MOKELUMNE to OVERFLOW BRIDGE 2 1 <br />PAVERS (MEDIAN ) PAVERS ( SIDEWALK ) PAVERS ( CROSSWALKS )BENCHES <br />LOCATION — DESCRIPTION 60 mm)60 mm) 60 mm) <br />122+60 to 126+85 <br />SF SF SF EA <br />TOTAL 3 152 2 8 W . I . D . MEDIAN 700 <br />orrections BY t` <br />INDIANA STREET 800 820 1 <br />Changes Bv____ <br />Date 1 06 AUGUSTA STREET 700 1340 1610 3 <br />Any person Using'Th s DraM ing Should VerHy <br />All information By insPectinq The Site Of Work MOKELUMNE STREET 155 430 860 1 <br />ROADWAY QUANTITY SUMMARYTOTAL 1555 2570 3290 5 <br />AGGREGATE ASPHALT PLACE ASPHALT PLANE <br />BASE <br />SLURRY CONCRETE CONCRETE ASPHALT <br />ROADWAY RAIL & FENCE QUANTITY SUMMARY <br />LOCATION — DESCRIPTION CLASS 11 <br />SEAL <br />TYPE B ) MISC AREA CONCRETE <br />EXCAVATION <br />CY TON TON SY SY CY PILASTERS WROUGHT IRON WROUGHT IRON WROUGHT CHAIN METAL CRASH <br />W/ BRICK FENCE FENCE IRON LINK BEAM CUSHION <br />LOCATION — DESCRIPTION FACING ) TYPE 1 ) TYPE 2 ) RAILING FENCE GUARDRAIL (QUADGUARD) <br />CAROLINA to W . I . D . BRIDGE 414 284 404 <br />107+50 to 112+00 <br />EA LF LF LF LF LF EA <br />W . I . D . BRIDGE to INDIANA 483 271 429 CAROLINA to W . I . D . BRIDGE 5 72 45 5 <br />112 . 00 to 114+20 107+50 to 112+00 <br />INDIANA to AUGUSTA 763 503 300 270 1060 W . I . D . BRIDGE to INDIANA 4 76 30 18 <br />114+20 to 118+40 112 . 00 to 114+20 <br />AUGUSTA to MOKELUMNE 1245 722 90 1417 INDIANA to AUGUSTA <br />118+40 to 122+60 114+20 to 118+40 <br />MOKELUMNE to OVERFLOW BRIDGE 545 520 225 940 790 AUGUSTA to MOKELUMNE 129 <br />122+60 to 126+85 118+40 to 122+60 <br />OVERFLOW BRIDGE to END PROJECT 39 MOKELUMNE to OVERFLOW BRIDGE 525 1 <br />126+85 to 146+50 122+60 to 126+85 <br />TOTAL 3450 39 2300 615 1210 4100 TOTAL 9 148 75 129 23 525 1 Q-1 <br />QROFESSIONy <br />pia <br />N. Roc F <br />Revision DescriptiDBy <br />Approved v <br />BEFORE EXCAVATING No. <br />on ate By 2 <br />CALL U.S.A. <br />MARK THOMAS & COMPANY, INC. DEPARTMENT OF PUBLIC WORKS <br />UNDERGROUND SERVICE ALERT ORIGINAL SCALE IN INCHES 7300 FOLSOM BOULEVARD, SUITE 203 <br />800-227-2600 FOR REDUCED PLAN <br />SACRAMENTO, CALIFORNIA 95826 <br />N <br />93 <br />30 05 * SAN JOAQUIN COUNTY, CALIFORNIA <br />Exp.916) 38t-9100 <br />TOLL FREE s CIVIL P <br />2 WORKING DAYS BEFORE ALL 0 1 2 3 OF CA\F <br />PLANNED WORK OPERATIONS <br />TAL <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE LOWER SACRAMENTO ROAD IMPROVEMENTS <br />SHEET <br />SHEETS <br />T. NCUI'EN s o oa <br />A. ENCEL s/o/04 C. ROCKWAY 5/ 0/04 l <br />COUNTY OF SAN J OAQ U I N SCALE: <br />TURNER ROAD TO WOODBRIDGE ROAD - PHASE 1 63 64 <br />FILE NAME DRAWER SHEET N0. ACAD REVISIONS 71 DATE