Loading...
HomeMy WebLinkAbout5280-3 II II 11 P�� -Z-411111111 " - I :11 �(x\I".(°/(VG. SCALE: .1 "=40 ' III � � ISSG���cj Q SP3 I LA:i K 220' GENERAL NOTES o // 1 > 11 0 In �� 7 ` I.A 1' ) 1- WORKING HOURS SHALL BE BETWEEN 9: 00 PM AND 5: 00 AM CO TC DIKE --- - — — _ + IL FL AC DIKE FL AC DIKE N 2- TRAFFIC SIGNALS AT THE EAST & WEST RAMPS SHALL BE PUT N N ON RED FLASHING MODE DURING CONSTRUCTION HOURS ONLY. CV L ARRANGEMENTS TO BE MADE WITH CALTRANS FOR THE SIGNALS • • • •• FLASHING OPERATIONS. Ci• 4r- - J - s . - - - 3- AN ADVANCE ARRANGEMENTS TO BE MADE WITH CITY OF FONTANA I V 22 23 W 24 25 26 • 2'7 • V) TRAFFIC ENGINEER BEFORE COMMENCING CONSTRUCTION TO MODIFY Z DETECTION ZONES AT THE TRAFFIC SIGNALS ON SLOVER AND VALLEY - • • p - w -I INTERSECTION. •• gE• • FL AC DIKE W1(LT) FL AC DIKE Z 4- ALL TRAFFIC CONTROL DEVICES FOR CONSTRUCTION SHALL — FL AC DIKE __• • • c = J V1 CONFORM TO THE LATEST EDITIONS OF THE "MANUAL OF w / pi.- TRAFFIC CONTROLS". AND THE CALTRANS STANDARD i C20 SPECIFICATIONS AND PLANS. � 0 C> O FL AC DIKE I 300 5- ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH �`�� 100 // _ — — — — FLBASHING ARROW 100' : INTENSITY REFLECTIVE SHEETING. C18D 6- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 0 /7150' 100' MAINTAIN BARRICADES OR OTHER TRAFFIC CONTROLS AT ALL TIMES. ,I w 'I a SP3 b 7- UPON COMPLETION OF CONSTRUCTION. CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING AND OTHER TRAFFIC II 0_ CONTROL DEVICES TO THEIR ORIGINAL CONDITION OR IN ACCORDANCE WITH THE PLANS. II II 8- ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED OR COVERED BY THE CONTRACTOR. RELOCATABLE 00 SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS 1 Z Ila r _ II¢ D- �� \ DETERMINED IN THE FIELD BY THE ENGINEER. IJ 11—\ce II S II Z Ili D- C ry--.. 9- ALL EXISTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN I RQ1, ON THE PLANS. IF REMOVED DURING CONSTRUCTION, SHALL BE Q II"� • 11 c-----` - IrS` REPLACED IN CONFORMANCE WITH THE STRIPING PLAN {.) SCALE: 1 "=40 ' II �a �� R/W OR AS DETERMINED BY THE ENGINEER. II aI STOTEMP. f � I �\ cG�� 10- TAPER LENGTH. NUMBER AND SPACING OF CONES SHALL CONFORM R1 • STOP LIMIT J p,,4 \ p TO CALTRANS STANDARD PLANS 112 TABLE (1) OR AS DETERMINED 0 1 + 4 m' S II UNE 12" WHT ma I <�� R17 v �� IN THE FIELD BY THE ENGINEER. DOUBLE BASE THE DELINEATOR. i �, cn �� 160' 220' 0 LO F �� I R1 �+� II �� K — I t--� 0 11- ALL TRAFFIC CONTROL DEVICES SHALL BE DELINEATED AND SHALL M - BACK OF SIDEWALK 17�� • II R1 = BACK OF SIDEWALK _ �I �1 — — GUTTER LIP -- GUTTER LIP CONFORM TO CALTRANS SPECIFICATIONS FOR CONSTRUCTION AT - `l ` NIGHT TIME. + CURB FACE J CURB FACE 100' 12- A MINIMUM OF ONE 12' LANE TO BE MAINTAINED FOR EACH DIRECTION NI N - AT ALL TIMES. 0 • • 1 STOP LIMIT • • • �-• t �— • • —• • • • • • Q • • �- #- ♦--- • • --e- f - H cc 13- SPECIAL SIGNS (SP4) TO BE INSTALLED ON THE RAMPS SUBJECT TO I UNE, 12" WHT • • • • • C]) CLOSURE, 30 DAYS IN ADVANCE OF CLOSURE DATE. DATE TO BE DETER- ce H 1 • • • V a • • •• •• •• •• •• p • • • • 1 _ • •• • • • o MINED BY THE ENGINEER. a,..0• r 'i i ID I- r - R 1 7 I • - I - I • w --r ej w 28 29R - 31 w1(RT) 3.5 34 3 36 J W57(LT) v) H - - - F R16 + - u)J r WN1 • 25' 0.C. FLASHING ARROW I I I TYP. BOARD (RT) 0 _ CURB FACE _ CURB FACE V - I� TT _ -- GUTTER LIP GUTTER LIP Q BACK OF SIDEWALK �C BACK OF SIDEWALK i TYPE III Q W/ C2 /7 50' LEFT LANE ADE - /7I RIGHT LANE W/ C2+C5(LT) I } I CLOSED6:::: CLOSED • (SEE DETAIL A) I 11 1 II g AHEAD AHEAD I 11 ¢ia II I Z ce r Cow �ct-4-1 o2 a pal (n C20 C2OA W1 (RT) W1 (LT) is z _ I I z I ..1IX " o " "oJoa '' cc � I - OD � o c Q I— .>. (4. 0 0 JI I U w V� �63 hp I V o`` /:.1. I ROAD ROAD 0 U ,WORK y I AHEAD CLOSED / / C2 C38 usE"ocT / / // 48„ R16 C18 / // h 48" W 11 ELT) // ` NOTICE C2 // // I-10 THIS RAMP WARNING LIGHT (TYP.) STEP �,/ //�� EAST BOUND � WILL BE CLOSED � : •• \ BARRICADES W/C2 & C38;- ON RAMP CLOSED M •n n A? DETOUR • // !Y TEMPORARILY ROAD ROAD ,C-2 R I. • ON CHERRY XX TO XX C5 (LT) CLOSED • CLOSED c�B�x3°�' P N.T.S.700CORRECTIONS USE ALT. ROUTE J _ 9 PM TO 5 AM ' CLOSED AHEAD a C19 , DETOUR DETOUR 2 (30 X30 ) a 700' SP SP4 i 1.111111111.111111=-"- I �YPE III BARRICADE a N.T.S. BLACK ON ORANGE BLACK ON ORANGE 2-a-a -"-"-' aaiCl9 ` 48" X30" l/Witt 7'`` UNE 1,2 3 - 4'° UNES1,2,33f4" ©EL�=�U� WESIDENTGINEER UNE 4,5 - 3" UNE 4,5,6 - 3" Z Y I .< 1 . 5 S • SCALE: 1 "=40 ' II a II W57 (LT) WN 1 0 //200 ' SP3-0- II D R 17 200' o t y . - -i 0 C18 FL DIKE m 0 200' CdA — BUTTER LIP J EDGE dF PAVEMENT - + — - - W11(LT)d = � - - _- - -- - -� � � - - — in ce ce Q g JAPPROVED BY cc a01 I I _____I I I (0-;._.„td .e11.14..4-/A_ 6-2.3-f 5 m an �w . I! k,,�Z 3 8 3 9 40 41 0 42 43 44 45 am TR4Fi7C ENGINEER/CITY OF FDIV41A DATE ril co-J CL IMPR. CHERRY AVE. COUNTY I COUY OF SAN BERNARDINO EDGE OF PAVEMENT Za -_ — — __ _ TRANSPORTATION DEPARTMENT 9 GUTTER LIP GUTTER LIP 1 /a DRAWN BY DESIGNED BY PROJ. ENGR. CHERRY AVE N U E N SP3 R.S. E.M. G.A.K. NCO FROM SLOVER AVENUE TO VALLEY BOULEVARD Q�O�ESSfp�,/ SUBMITTED BY � ...II, =4-:e Y• 46)Fye CHIEF, TRAFFIC DIVISION 'MJJ 6.; '�' TRAFFIC CONTROL PLAN o W �No. CO43788° 1 --- - NORTH BOUND LANES CLOSURE G EXPIRATION DATERECOMMENDED /APPROVED BY I -\,/\,0,,.:-3O Wil_ ;� FROM STA. 28+65.00 TO STA. 33+15.00 2 `I'f 4 ASST. DIRECT OFTTRAN PORTATION /DATE/g a � OfV11. ��,�� FONTANA AREA AF CAL'•• 1 A4 ^ '_ Ani 6 so s F.B. REF. W.O. NO. SCALE SHT. NO. TOT. SHT'S. IGQ (� IIYUt�J[! [+f+7v DIRECTOR OF TRANSPORTATION H12718 AS SHOWN 2 2 5280-3