Laserfiche WebLink
N <br />Scale 3/4" = 1'-0" <br />rNWLOL <br />BRG NORTH- ABUTMENT- <br />Y2" JOINT FILLER <br />EDGE OF FOOTING (BELOW) <br />STEEL TRUSS BRIDGE <br />BY MANUF'R —� <br />NEOPRENE BEARING PAD <br />& MASONRY PLATE <br />TO BE PROVIDED <br />BY BRIDGE MANUF'R -- <br />END OF TRENCH WALL <br />%2" JOINT FILLER <br />FINISH SLOPE <br />PER CIVIL - <br />-- <br />3: <br />JORTH ABUTMENT SHOWN, SOUTH ABUTMENT SIMILAR. <br />2. SEE SHEET 21 /28 FOR STATIONING AT CONTROL POINT. <br />3. SEE CIVIL DWG FOR ROCK SLOPE PROTECTION. <br />PER CIVIL <br />ICH WALL BEYOND <br />#4 <br />6" <br />ELEVATION <br />Scale 3/4" = 1'-0" <br />o <br />nlliVl jVI■ uvL-I <br />EMBEDMENT PER <br />BRIDGE MANUF'R <br />RECOMMENDATION, TYP <br />REVISION DATE DESCRIPTION APPROVED DATE COMPUTED: T.J.CHOU <br />8125 <br />DRAWN BY: N.SHU <br />DESIGN BY: T.J.CHOU PWKoo&Associates, Inc. <br />Structural Engineers <br />600 THE CITY PARKWAY WEST <br />SUITE 310 <br />PROD. ENGR. T.J.CHOU Orange, CA 92868 <br />(714) 456-0280 <br />- ,- <br />SLOPE�E� <br />TO D - =lam <br />(L BRIDGE END POST <br />I = �- BRG ABUT. <br />SEE NOTE 2 <br />' #4 0 @ 12 <br />, <br />TOP OF PAVING <br />#4 C0)T. <br />' <br />SEE CIVIL DWGS <br />_-___ <br />o <br />C.j. <br />I� L--- <br />2 MIN II CON T. #5 0 12 <br />#4 <br />TOT #4 C� 2 E.W.5 <br />T C.J. <br />#4 g 12 I #4 12 <br />---(t <br />ANCHOR BOLTS�z P <br />BY BRIDGE MANUF'R, <br />SEE NOTE 2 <br />I <br />1n'—n" <br />SECTION B-B <br />Scale 3/4" = 1'-0" <br />CELLA BARR ASSOCIATES <br />777 CAMPUS COMMONS RD, STE 200 <br />SACRAMENTO, CALIFORNIA 95825 <br />(916) 565-7446 FAX (916) 565-7452 <br />, <br />ON a <br />SECTION A -A <br />Scale 3/4" = 1'-0" <br />�I <br />r <br />ELEV. 33.00' 0 NORTH ABUT. <br />ELEV. 34.00' @ SOUTH ABUT. <br />#4 CON T. <br />TOT 7 NOTES: <br />1. WIDTH OF BRIDGE STRUCTURE SHALL BE <br />8'-0" FROM OUT TO OUT. <br />2. GENERAL CONTRACTOR SHALL COORDINATE <br />W / BRIDGE MANUF'R AND PLACE ANCHOR BOLTS <br />DURING ABUTMENT CONSTRUCTION. <br />GENERAL <br />NOTES: <br />DESIGN CODE <br />: UNIFORM BUILDING CODE, 1997 EDITION <br />BRIDGE DESIGN SPECIFICATION <br />(1983 AASHTO WITH INTERIMS AND <br />REVISIONS BY CALTRANS) <br />DEAD LOADS <br />: 15.16 KIPS EACH ABUTMENT <br />LIVE LOADS <br />85 PSF <br />SEISMIC <br />12.13 KIPS EACH ABUTMENT (LONGITUDINAL) <br />12.13 KIPS EACH ABUTMENT (TRANSVERSE) <br />WIND <br />= 30 PSF <br />REINFORCED <br />: F'C = 4,000 PSI 0 28 DAY <br />CONCRETE <br />FY = 60,000 PSI (A615 OR A706 GR. 60) <br />GEOTECHNICAL <br />DATA <br />GEOTECHNICAL REPORT BY NEIL 0. AWDERSON & <br />ASSOCIATES, INC., DATED JANUARY 29, 1998 <br />SOIL BEARING = 2,500 PSF <br />G PER CIVIL <br />(ALLOW 1 /3 INCREARE FOR SHORT DURATION LOADING) <br />ACTIVE SOIL <br />PRESURE = 50 PSF/FT. <br />PASSIVE SOIL <br />JT. TYP <br />PRESSURE = 400 PSF/FT <br />FRICTION COEFF. = 0.3 <br />RECORD DRAWING <br />Corrections By <br />No Changes B%:�_. <br />Date _ /7 J z - _ <br />Any Per;.ly . i iis Drawing Should Vr4r°Ty <br />All information By inspecting The Site Of Work. <br />IMPROVEMENT PLANS FOR <br />BLACK OAK ESTATES <br />TYPICAL DETAILS <br />COUNTY OF SAN JOAQUIN <br />QROF E SSI pN�� <br />TIE U <br />N <br />* EI 0-2000 <br />�qT C VT <br />FOF <br />DATE: JUNE 1998 <br />SCALE: AS SHOWN <br />HORIZONTAL: AS SHOWN <br />VERTICAL: AS SHOWN <br />B o_TS. D WG <br />CALIFORNIA JOB NO: 890-68 <br />21A <br />OF <br />28 <br />L <br />a <br />