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EARTHWORK <br />(MISCELLANEOUS <br />AREAS) <br />Location <br />Quantity <br />SONORA STREET <br />Sta 1 +75-3+50 <br />STA 1 +75 — 3+50 (18LT) <br />117 SY <br />STA 9+18 — 10+00 (20' LT) <br />55 SY <br />STA 9+14 — 9+87 (20' RT) <br />49 SY <br />MARSH STREET <br />CY <br />STA 42+85 — 43+13 (25' LT) <br />19 SY <br />TOTAL <br />240 SY <br />SHOULDER BACKING <br />Location <br />Quantity <br />SONORA STREET <br />N0. I <br />Sta 1+18-6+00 <br />Sta 1 +75-3+50 <br />9.7 <br />CY <br />Sta 9+14-9+87 <br />4.1 <br />CY <br />Sta 9+18-10+00 <br />4.6 <br />CY <br />MARSH STREET <br />6.7 <br />SY <br />Sta 20+54-27+19 <br />36.7 <br />CY <br />Sta 21 +53-22+62 <br />6.1 <br />CY <br />Sta 42+85-43+13 <br />1.6 <br />CY <br />TOTAL <br />63 <br />CY <br />DRIVEWAY <br />(TYPE D) <br />Location <br />Quantity <br />MARSH STREET <br />N0. I <br />Sta 1+18-6+00 <br />Sta 20+68f <br />9.4 <br />SY <br />Sta 21+28± <br />8.3 <br />SY <br />Sta 21+52± <br />10.7 <br />SY <br />Sta 22+02f <br />6.7 <br />SY <br />Sta 22+82f <br />18.4 <br />SY <br />Sta 23+10f <br />12.4 <br />SY <br />Sta 23+68t <br />13.3 <br />SY <br />Sta 24+22f <br />15.6 <br />SY <br />Sta 25+20f <br />7.1 <br />SY <br />Sta 26+25f <br />18.0 <br />SY <br />ARDELLE AVENUE <br />22 <br />LF <br />Sta 78+00± <br />35.3 <br />SY <br />TOTAL <br />156 <br />SY <br />SLURRY SEAL (TYPE II) <br />Location <br />Quantity <br />SONORA STREET <br />N0. I <br />Sta 1+18-6+00 <br />Sta 1+17-10+05 <br />2,813 <br />SY <br />MARSH STREET <br />39 <br />LF <br />Sta 20+18—Cardinal <br />2,229 <br />SY <br />Cardinal Intersection <br />429 <br />SY <br />Cardinal—Sta 60+57 <br />5,429 <br />SY <br />ARDELLE AVENUE <br />30 <br />LF <br />Sta 70+23-81 +21 <br />3,135 <br />SY <br />TOTAL <br />14,035 <br />SY <br />12" HDPE <br />Location <br />Quantity <br />SONORA STREET <br />N0. I <br />Sta 1+18-6+00 <br />Sta 1 +50 <br />40 <br />LF <br />Sta 3+25 <br />39 <br />LF <br />Sta 6+00 <br />37 <br />LF <br />MARSH STREET <br />1 <br />EACH <br />Sta 20+55 <br />32 <br />LF <br />Sta 23+50 <br />30 <br />LF <br />Sta 27+00 <br />27 <br />LF <br />Sta 42+75 <br />36 <br />LF <br />Sta 46+15 <br />36 <br />LF <br />Sta 50+55 <br />38 <br />LF <br />Sta 52+05 <br />22 <br />LF <br />Sta 55+70 <br />36 <br />LF <br />Sta 58+00 <br />35 <br />LF <br />ARDELLE AVENUE <br />12 <br />Note: All utilities & obstructions shown are approximate. It is the <br />Sta 70+60 <br />4 <br />LF <br />Sta 72+85 <br />24 <br />LF <br />Sta 76+95 <br />14 <br />LF <br />Sta 77+70 <br />39 <br />LF <br />Sta 78+50 <br />76 <br />LF <br />TOTAL 565 LF <br />18" HDPE <br />Location <br />Quantity <br />SONORA STREET <br />N0. I <br />Sta 1+18-6+00 <br />482 LF <br />MARSH STREET <br />EACH <br />Sta 20+23-27+00 <br />683 LF <br />ARDELLE STREET <br />MARSH STREET <br />Sta 72+85-77+70 <br />485 LF <br />pROFESS <br />22 <br />m <br />a_ No. 53551 m <br />* E <br />`P�q C1VIL NVQ <br />LP <br />CALIV <br />TOTAL 1,650 LF <br />24" HDPE <br />Location Quantity <br />MARSH STREET <br />Sta 40+00-58+00 1814 LF <br />ARDELLE AVENUE <br />Sta 70+41-72+85 244 LF <br />TOTAL 2,058 LF <br />18" STORM DRAIN INLET <br />Location <br />DATE: 11/29/07 <br />TIME: 3:20:56 PM <br />N0. I <br />BY DATE REVISIONS: <br />Sta 3+25 <br />1 <br />EACH <br />o <br />SERVER: <br />LAYOUT: Lawutt <br />MARSH STREET <br />1 <br />EACH <br />Sta 20+70 <br />1 <br />EACH <br />E <br />PATH: <br />N:\MTBO14800\CADD\IP <br />Sta 42+85 <br />1 <br />EACH <br />Sta 50+55 <br />1 <br />EACH <br />Sta 55+70 <br />2 <br />EACH <br />Sta 58+00 <br />2 <br />EACH <br />ARDELLE AVENUE <br />1 <br />DRAWING NAME: <br />IP-03.DWG <br />1 <br />EACH <br />Sta 78+50 <br />1 <br />.o <br />PAGE SETUP: <br />2204 <br />EACH <br />24" DI FRAMES AND GRATES <br />12 <br />Note: All utilities & obstructions shown are approximate. It is the <br />contractors responsibility <br />v <br />DESIGNER: <br />JCJ PROJ. MGR: <br />REP <br />to verify <br />p the location & depth with the appro appropriate agencies. The <br />p g <br />contractor shall notify the <br />EACH <br />Sta 76+95 <br />1 <br />EACH <br />engineer <br />imediotely regarding any discrepancies or ambiguities which may exist. <br />zN <br />YU_ <br />CAUTION: <br />The engineer preparing <br />these plans will not <br />be responsible for, or liable for, unauthorized changes to <br />or uses of these <br />,X <br />plans. All changes to <br />the plans must be <br />in writing and must be approved by the preparer of these <br />plans. <br />pROFESS <br />22 <br />m <br />a_ No. 53551 m <br />* E <br />`P�q C1VIL NVQ <br />LP <br />CALIV <br />TOTAL 1,650 LF <br />24" HDPE <br />Location Quantity <br />MARSH STREET <br />Sta 40+00-58+00 1814 LF <br />ARDELLE AVENUE <br />Sta 70+41-72+85 244 LF <br />TOTAL 2,058 LF <br />18" STORM DRAIN INLET <br />Location <br />Quantity <br />SONORA STREET <br />Sta 3+25 <br />1 <br />EACH <br />Sta 6+00 <br />2 <br />EACH <br />MARSH STREET <br />1 <br />EACH <br />Sta 20+70 <br />1 <br />EACH <br />Sta 23+53 <br />1 <br />EACH <br />Sta 42+85 <br />1 <br />EACH <br />Sta 50+55 <br />1 <br />EACH <br />Sta 55+70 <br />2 <br />EACH <br />Sta 58+00 <br />2 <br />EACH <br />ARDELLE AVENUE <br />1 <br />EACH <br />Sta 77+80 <br />1 <br />EACH <br />Sta 78+50 <br />1 <br />EACH <br />TOTAL <br />13 <br />EACH <br />18" DI FRAMES AND GRATES <br />13 EACH <br />241" STORM DRAIN I N LET <br />Location <br />Quantity <br />SONORA STREET <br />Sta 1 +50 <br />2 <br />EACH <br />Sta 3+26 <br />1 <br />EACH <br />MARSH STREET <br />1 <br />EACH <br />Sta 27+00 <br />1 <br />EACH <br />Sta 42+79 <br />1 <br />EACH <br />Sta 46+15 <br />2 <br />EACH <br />Sta 50+55 <br />1 <br />EACH <br />Sta 52+09 <br />1 <br />EACH <br />ARDELLE AVENUE <br />1 <br />EACH <br />Sta 72+86 <br />1 <br />EACH <br />Sta 76+98 <br />1 <br />EACH <br />Sta 77+71 <br />1 <br />EACH <br />TOTAL <br />12 <br />EACH <br />24" DI FRAMES AND GRATES <br />12 <br />EACH <br />STORM DRAIN <br />MANHOLE <br />Location <br />Quantity <br />SONORA STREET <br />Sta 1 +50 <br />1 <br />EACH <br />Sta 3+25 <br />1 <br />EACH <br />Sta 6+00 <br />1 <br />EACH <br />MARSH STREET <br />Sta 20+55 <br />1 <br />EACH <br />Sta 23+50 <br />1 <br />EACH <br />Sta 27+00 <br />1 <br />EACH <br />Sta 40+46 <br />1 <br />EACH <br />Sta 42+75 <br />1 <br />EACH <br />Sta 46+15 <br />1 <br />EACH <br />Sta 50+55 <br />1 <br />EACH <br />Sta 52+05 <br />1 <br />EACH <br />Sta 55+70 <br />1 <br />EACH <br />Sta 58+00 <br />1 <br />EACH <br />ARDELLE AVENUE <br />Sta 70+60 <br />1 <br />EACH <br />Sta 72+85 <br />1 <br />EACH <br />Sta 76+95 <br />1 <br />EACH <br />Sta 77+70 <br />1 <br />EACH <br />TOTAL 17 EACH <br />SDMH FRAMES AND GRATES 3 EACH <br />SDMH FRAMES AND SOLID COVERS 14 EACH <br />MISCELLANEOUS SEWER <br />LATERAL CONNECTIONS <br />Description Quantity <br />VARIOUS LOCATIONS <br />THROUGHOUT PROJECT <br />RELOCATE <br />MAILBOXES <br />33 EACH <br />Description Quantity I <br />MARSH STREET (VARIOUS LOCATIONS) 9 EACI- <br />SONORA STREET (VARIOUS LOCATIONS) 2 EACH <br />TOTAL: 11 EACH <br />RELOCATE <br />ROADSIDE SIGNS <br />Description Quantity <br />MARSH STREET <br />STA 20+45 �3' RT) 1 EACH <br />STA 57+98 24' L) 1 EACH <br />SONORA STREET <br />STA 1+50 (18' RT) 1 EACH <br />TOTAL: 3 EACH <br />SAN JOAQUIN COUNTY <br />1 `J ` GARDEN ACRES - WALKER LANE AREA STORM <br />B E Y o N D E N G I N E E R I N 8 DRAINAGE IMPROVEMENTS - PHASE 2A & 2B <br />1930 HOWARD ROAD, soil: 126 MIADERA, CA 98E97 <br />669.661.6220 TEL 669.66t"O FAX www.NOLTE.COM I PREPARED FOR: SAN JOAQUIN COUNTY DATE SUBMITTED: 11-29-07 <br />3 <br />SCALE <br />VERTICAL: 1 N/A <br />HORIZONTAL: 1 N/A <br />MTBO14800 <br />