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COLD PLANE AC <br /> STATION WIDTH LENGTH S.Y. ADDS TOTAL PVNIT Fbirdorcirig Fabric <br /> SHEETI BEG END <br /> 4 1000 1061 46 61 311.8 130.0 441.8 STATION LIMITS VYD91 FPLC FPLC <br /> 1430 1470 10 40 44.4 44.4 FT SF SY <br /> 1564 1618 5 34 18.9 18.9 STA 10+50to STA48+75 44.0 164,787.09 18309.7 TRAFFIC SIGNS <br /> 1575 1604 5 29 16.1 16.1 STA48+75to STA53+9659 44.0 22,999.95 2550.0 <br /> 1604 1629 46 25 127.8 127.8 STP.53H36 59toSTA 59+67.25 44.0 25,109.04 2788.9 RELOCATE SIGN INSTALL SIGN <br /> 1715 1800 46 85 1 434.4 46.0 480.4 <br /> STA59.6725to STA 75+00 44.0 67,441.00 7493.4 DESCRIPTION / LOCATION <br /> 2100 2173 1 18 1 73 1 146.0 146.0 STA75+00to STA89+65 44.0 35,16000 38067 EA EA <br /> TOTAL 7275.4 STA 10+00 to STA 34+50 8 7 <br /> Tdall 1 3114447 31,06) STA 34+50 to STA 58+00 12 20 <br /> 5 3025 3085 20 60 133.3 133.3 STA 58+00 to STA 82+00 7 13 <br /> 3300 3430 1 12 1 130 1 173.3 173.3 STA 82+00 to STA 89+65 4 4 <br /> TOTAL 306.7 EIGHTH STREET OVERLAY 0 0 <br /> 64 45060 4095 24 35 93.3 93.3 Total 31 44 <br /> 00 400.0 4650 24 150 400.0 <br /> TOTAL 493.3AC (TYPE A) <br /> 7 5150 5200 5 50 27.8 27.88 <br /> 53x7 5800 s 403 zz3.s 22.0 245.9 OVERLAY AC (TYPE B) OVERLAY <br /> TOTAL 273.7 <br /> 8 5800 5967 1 5 1167 92.8 92.8 PAVEMENT 1 ' PATCH THERMOPLASTIC PAVEMENT MARKINGS <br /> TOTAL 92.8 LEVELING ASPHALT REPAIR @ NEW TOTAL <br /> 9 7491 7575 5 84 46.7 46.7 B IK E SCHOOL TO TA L <br /> 7491 8200 5 709 393.9 393.9 <br /> COURSE DRIVEWAYS AREAS CURBS TYPE B DESCRIPTION / LOCATION LANE 35 MPH XING STOP ARROW MARKINGS <br /> 7600 7925 5 325 180.6 180.6 TON TON TON TON TON TON E A E A E A E A E A E A <br /> 79W 8025 5 75 41.7 41.7 Sia 10+ 0o to STA 34+ 50 9 1 0 5 0 15 <br /> 8075 8200 5 125 69.4 69.4 5676 46 71 2380 515 3012 STA 34+ 50 to STA 58+ 00 12 1 2 10 7 32 <br /> TOTAL 732.2 STA 58+00 to STA 82+ 00 9 1 0 4 0 14 <br /> STA 82+ 00 to STA 89+ 65 0 0 0 0 4 4 <br /> 10 $200 8955 5 755 419.4 419.4 E IGHTH STREET OVERLAY 0 0 0 0 4 4 <br /> 8200 8955 1 s 1 755 1 419.4 419.4 T o to I 30 7 z 19 is 69 <br /> 8940 8965 32 25 68.9 88.9 PAVEMENT REPAIR <br /> TOTAL 927.8 <br /> EIGHTH 1 700 725 45 25 125.0 125.0 SHEET S .Y. <br /> 1325 1350 45 25 125.0 125.0 4 389 <br /> TOTAL250.0 5 1668 <br /> GRANA)TOTAL: 4351.9 <br /> 6 1389 <br /> 7 724 THERMOPLASTIC TRAFFIC STRIPES <br /> EARTHWORK SUMMARY 9 L1364 <br /> ROADWAYFBBORROW <br /> TED 10 DESCRIPTION/ LOCATION 10A 1A 1 2 3 6 10 12 11 & 13 <br /> STATION LIMITS LOCATION EXCAVATIONCY TOTAL LF LF LF LF LF LF LF LF LF <br /> STA 10+00 to STA 22+50 SHT 4 36.6 .3 STA 10+00 to STA 34+50 0 0 1,165 7,778 900 0 0 141 2700 <br /> STA 22+50 to STA 35+00 SHT 5 56.89 PAVEMENT MARKERS STA 34+50 to STA 58+00 0 0 0 5,350 1,710 914 283 127 4740 <br /> STA 35+00 to STA 47+00 SHT 6 62.5 8SHEET# NO. STA 58+00 to STA 82+00 0 1400 0 5,420 720 0 0 108 3510 <br /> STA 47+00 to STA 58+00 SHT7 75.96 STA 82+00 to STA 89+65 r 100 1 1,5W 1 0 1 0 0 1 120 1 0 0 0 <br /> STA 58+00 to STA 70+00 SHT 8 46.8 10.4_ 15 140 EIGHTH STREET OVERLAY r 0 1 0 1 0 1 0 1 0 1 0 1 200 0 1020 <br /> STA 70+00 to STA 82+00 SHT 9 52.0 42.7 16 228 39 986 <br /> STA 82+00 to STA 89+65 SHT 10 18.9 1.0 17 489 Sub ToUl 100 2,930 1,165 18,548 3,330 1,034 483 376 11,970 <br /> TOTAL 350 493 <br /> 18 488 <br /> TOTAL 1345 <br /> MINOR CONCRETE <br /> CURB AND GUTTER CONCRETE SAN CONCRETE DRIVEWAY <br /> DESCRIPTION/LOCATION LF SY SY <br /> SHEET4 2,096 922 51 <br /> SHEETS 2,585 1,257 82 <br /> SHEETS 2,475 1,225 97 <br /> SHEET7 1,634 807 52 <br /> SHEETS 2,287 1,136 42 <br /> SHEET 9 1,002 1,414 11 <br /> SHEET 10 0 816 0 <br /> Total 12,079 7,577 336 <br /> E OFE <br /> P E 9( <br /> NO. 53551 <br /> * Exp. 6/30/07 <br /> �q CIVIC ' <br /> lF OF CAL\Y'" <br /> DATE: 06/03/04 TIME 8:04 a.m. N0. BY GATE REMSIONS: <br /> " B " STREET IMPROVEMENTS SH NUM <br /> SERVER: NONE SERVICE: NONE �O13 <br /> Z2 A <br /> PATH: N:\mt0522\Gadd\lo\ DKISMCOUNTY O F k7m <br /> DRAWING NAME: SHT20.DWGDIIAL OF 22 SHEETS <br /> PLOTTING VIEW: NONE -800- FRS QUANTITIES <br /> ' �'-2600 SAN J O A Q U I N SCALE <br /> s DESIGNER: DS PRo3. MCR: cr B E Y O N D E N 0 1 N E E R I N O bERIZON 1'_-N/A <br /> AT LEAST TWO DAYS HORIZONTAL: 1'--NIA <br /> n BEFORE YOU DIG 302 CHERRY LANE, SURE 201 MANTECA, CA ININ7 <br /> JOB NUMBER <br /> CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these �aMCE Auxr a IIaR11Eltl1 a9lroaNw 208238.9080 TEL 209.299.4198 FAX WWWNOLTECOM PREPARED FOR: COUNTY OF SAN JOAQUIN DATE SUBMITTED: 4-23-04 MT0622 <br /> xplans. All changes to the plans must be in writing and must be approved by the preparer of these plans. <br />