Laserfiche WebLink
E.P <br />15' <br />\ ♦1 i \ <br />\� \ NN <br />4,& \ \ <br />INSTALL MIN. 100± LF. <br />PRECAST CONCRETE ROAD CROSSING <br />(TO BE PROVIDED & INSTALLED BY UPRR), <br />INSTALL ONE (1) RR CROSSING WARNING SIGNAL, FLASHING LIGHT <br />TYPE WITH BACKLIGHTS, 32' ARM, (HIGHWAY CROSSING GATE UNIT) <br />Uj TO BE PROVIDED AND INSTALLED BY UPRR, <br />Z SEE DETAIL THIS SHEET, <br />J N Nt REMOVE EXISTING RR CROSSING WARNING <br />o Un + ( j + SIGNAL, AND FLASHING WARNING LIGHTS. <br />N �i0� (TO BE REMOVED BY UPRR). <br />AB <br />/,p ti, <br />12 <br />40e <br />,o � 1C s,�° \ \ \ SAS -B mal -- <br />w <br />\ F` MP �Q . 2 <br />\ S <br />O tis�`p /'1%S/tic°S <br />/ 04 <br />w v V 6Fo `'� C%4 <br />-h ti <br />F-: <br />,� Sys\ \. � \ `•` ,, �. <br />20' MIN. <br />Typ" WIDENING AREA <br />0.30' ASPHALT CONCRETE OVER SHAPED AND \ \ <br />COMPACTED NATIVE MATERIAL. \ \ <br />DRIVEWAY DETAIL <br />CURVES WIDENING DETAILS <br />NOTES; <br />1. GATE ARMS MUST EXTEND OVER AT LEAST 90% <br />- LENGTH AS SPECIFIED OF THE LANE IT IS APPLIED FOR. <br />2. SPACE GATE ARM LIGHTS EVENLY OVER THE <br />° BELL TRAVELED PORTION OF THE ROAD LANE, <br />3. RAILROAD CROSSING GATES WILL BE INSTALLED <br />BY UPRR, CONTRACTOR SHALL COORDINATE WITH <br />UPRR ON ORDER OF WORK, <br />8" MIN, <br />12" MAX. <br />17' MIN, <br />CLEARANCE ABOVE <br />CROWN OF <br />ROADWAY. <br />" 15 <br />54" MAX. <br />32' MAX, 36" MIN <br />I <br />45' <br />co co <br />DIMENSION A -B -C 2' Mw. <br />AND LENGTH AS APPROPRIATETO CLOSEST <br />FOR APPROACHING TRAFFIC. FOR <br />T, %n 5" DIAM. / <br />I I ALUMINUM <br />CROWN � � MAST (PIPE). <br />OF ROADWAY. <br />1 4" GROUND LEVEL <br />HIGHWAY CROSSING GATE <br />UNIT DETAIL (STANDARD 9-A PER GO 75-D) <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY <br />Enrique Sdva 1113 /?,//:n <br />DRUVERSFET N0. REVISION DATE <br />_LE <br />PLACE 1 <br />A.C. MISC, AREAS <br />X10' <br />POUR CONCRETE AND CURB <br />HOMOGENEOUSLY (8" DEEP), <br />CONCRETE CURB ISLAND <br />CURB TYPE A1-8 FOR DETAILS <br />REFER TO S.P, A87A. <br />CURVE DATA <br />ANGLE <br />RAD <br />CURVE <br />LENGTH <br />CORD <br />CORD BEARING <br />BC <br />MP <br />EC <br />R1 <br />16. 27' <br />148' <br />60.72 <br />60.07 <br />N 73° 18' W <br />271 +77 26' LT <br />10+05 35' LT <br />10+35 29.5' LT <br />R2 <br />13" 15' <br />210' <br />79.66 <br />80.39 <br />N 76° 55' E <br />11+46 34' RT <br />11+85 21.5' RT <br />12+25 1.6' RT <br />R3 <br />52° 51' <br />30' <br />49.77 <br />44.97 <br />N 24' 48' E <br />273+71 25' LT <br />11+29 51' RT <br />11 +46 34' RT <br />twit c6A <br />&wj <br />WIDENING (CURVE RETURN <br />a <br />0'- 14.5' <br />w <br />w <br />)' v LINE CUT <br />a_ <br />w <br />w <br />Z 4' a <br />J � <br />0 <br />VAR, <br />�. +. +'.+-.+..+ai. +.+ + <br />a <br />A. C. 0,60' WIDENING <br />SECTION A—A <br />GRANT LINE ROAD (EAST BOUND), <br />DATE <br />COUNTY OF SAN JOAQUIN <br />3 <br />NO SCALE <br />4' 4' <br />8%, , �q� CONFORM <br />SHOULDER BACKING <br />COMPACT TO 90% <br />RELATIVE COMPACTION, <br />1.85' AB COMPACT <br />TO 95% RELATIVE <br />COMPACTION. <br />Const. <br />15.5' <br />1-4 L <br />VAR._ <br />o <br />+ + 1+ + <br />PLACE 1.0'--,/ I <br />A,C, MISC, AREAS <br />(2) CURB TYPE Al -8 <br />FOR DETAILS REFER TO <br />S. P. A87A, <br />CONSTRUCTION DETAILS <br />1.85' AE <br />TO 95% RELATIVE <br />COMPACTION. <br />PLANKING DETAIL <br />Q <br />p�,p Cigar`: (:c75 qr „,.tern <br />Q et <br />20' <br />SECTION B -B <br />GRANT LINE ROAD (WEST BOUND) <br />�A(IV ING <br />COMPACT TO 90% <br />RELATIVE COMPACTION. <br />ON 133HS I 83M` a(l <br />UNDERGROUND <br />SERVICE ALERT <br />(811) <br />�OFESS/ok <br />No. 42581 <br />q�F <br />CI vim- <br />OF <br />David MencldG <br />Registered Civil Engineer <br />BYRON ROAD AND GRANT LINE ROAD <br />INTERSECTION IMPROVEMENTS <br />SHEET TOTAL <br />NO. SHEETS <br />6 7 <br />