Loading...
HomeMy WebLinkAbout2194B-111[ARYGOLD AVENUE C3A C3A W W 0 W M2, KAISER HOSPITAL F[JTURE ENTRANCE - -- - - - ---- - VALLEY ���� FHA�;E 11 � ,',;' BLVD. � EX. NSAT+ 01 \`�� 21' EX. NSAT 1 1 50' �� ji 50' 540' 540' 1 I EX. R1 v y � ��RT�\ .. . . 4 C13 I i f I I M I � � �� N LJ ; N X50' 1RANSI-n� J N C2 C2 C2 SC3 ak AIL AL AL AL Alilill --- ---- ---- ---- N�ci' T�SiTlo _ • N 150' BUFFER ZONE N N N SEE NOTE 2 N — — — — — — — -- — — — — — — -- — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — - LO Lo N N s N I cl if c18 � N _1F -1r —fn 0 96" t_ 9a" —t _ PALMETTO AVE. PALMETTO AVE. CLOSED CLOSED AT VALLEY USE 00 TO THRU TRAFFIC ALTERNATIVE ROU MARYGOLD TO VALLEY */*/93 — */*/93 */*/93 — */*/93 SPECIAL SIGN "A" SPECIAL SIGN "B" 6" SERIES "D" LETTERS 6" SERIES "D" LETTERS_ (BLACK ON ORANGE) (BLACK ON ORANGE) * CONSTRUCTION DATES TO BE INSERTED 0 i C5(RT) C5( TI 4 C5(RT) C18 = SP "B"('it 7 4 SP "B" L4 AC41ZYCtIZD CS(RT) CS(RT) AYa: j� C5(LT) F C3AW A C3A C5(RT) F i C5(LT) .7T "Bw 4 C2 "c2 SP "A" SP "A"C2 C2 . . VAM" C2W M HIi SC3 'BLVD. C5(RT)'r M SC3 M C5(LT) h PALMETTO VICINITY DETOUR SIGNING NO SCALE V_ EX. NSAT 19 21 VA= PHASE III BLVD, EX. NSAT 540' 540' EX. R1 v 4 C13 IC20(RT 4 C1 4 C18 IN N N 1 • - - �ANS►T1 pN 5,4,09 TRANSITI ON r �' — — -- — — — — — — — — — — — --- - - - - ---- --- - - - - ---- ---- — — — — — — — — N N — 150' BUFFER ZONE N N 150' BUFFER ZONE — — — — *NSITION— — — — — —,0• TR � - � ---- -I 50, TRA - � e inoN N NC18 � C1 � C20(RT) � C1 540' 540' I EX. NSAT GENERAL No= AT THE BEGINNING OF CONSTRUCTION (FORST DAY) THE CONTRACTOR 1. ALS TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO THE LATEST EDITIONS OF & FLASHING BEACONS AND WARNINO LIGHTS SHALL OE USED AS DIRECTED BY TME EMGP*EPL SHALL REQUEST THE CITY TRAFFIC ENGINEER TO DO A RADAR SPEED THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF TRAFFIC CONTROLS, ZONE FOR TEMP. CONSTRUCTION SPEED ZONE. STANDARD PLANS, STANDARD SPECIFICATIONS, AND THE SPECIAL PROVISIONS. THE ENGINEER SHALL 9. CONSTRUCTION ACTIVITY WITHIN THE AREAS NOTED SHALL BE DIRECTED BY THE CITY OF FONTANA. BE DEFINED AS THE CITY OF FONTANA TRAFFIC ENGINEER OR HIS REPRESENTATIVE. A MINIMUM OF ONE 12' MIN. TRAVEL LANE IN EACH DIRECTION SHALL BE MAINTAINED THROUGH 2 LANE CLOSURES SHALL K AS SHOVRA ON THE PLANS OR AS DIRECTED BY THE ENGP&ML THE WORK AREA DURING WORK HOURS. 3. SIGNING AND STRIPING SHALL CONFORM TO CALTRANS LATEST TRAFFIC MANUAL, JULY 1992 10. CONTRACTOR SHALL REMOVE ALL CONSTRUMION TRAFFIC CONTROL, TEMPORARY SIGNING, AND STANDARD PLANET A2© A—C AND A24 A—D, THE STANDARD SPECIFICATIONS, AND THE SPECIAL TEMPORARY STRIPING UPON COMPLETION OF CONSTRUCTION AND RESTORE SIGNING ARID STR W4 LEGEND TO ORIGINAL CONDITIONS, OR TO THE SATISFACTION OF THE ENGINEER. NOTES PROVISIONS. 11. ALL WOW AREAS SHALL BE COMPLETELY CONED AND/OR DELINEATED ANO/OR RARRICAM. � EXISTING STRIPING &MARKINGS TO REMAIN. 4. EXACT LOCATIt�N of ALL EQ!LT AND CONTROL � To BE BY THE 1. REMOVE EXISTING STRIPING/PAVEMENT MARKINGS ADDITIONAL WARNING AND/OR CONSTRUCTION SIGNS MAY BE REQUIRED BY THE ENGINEER. 12 ALL ADVANCE WARNING SIGNS SHALL BE ILLUMINATED. ALL OTHER SIGNS SHALL BE EITHER EXISTING STRIPING & MARKINGS TO BE REMOVED. S. CONSTRUCTION TRUCK TRAFFIC MEROM INTO TRAFFIC LANES SHALL BE BY USE OF QUALW= REFLECTORdZED OR ILLW�IINATED. TRU 2. TEMPORARY TAPE, DETOUR GRADE. FLAGMEN AND APPROPRIATE SIGNAGE AS DIRECTED BY THE ENGINEER. FLAGMEN SHALL FOLLOW 13. A MIS 12' TRAVEL LANE AND EMERGENCY ACCESS SHALL BE MAINTAINED AT ALL TIMES. -� PROPOSED STRIPING & MARKINGS. THE LATEST CALTRANS INSTRUCTIONS TO FLAGGERS. 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS, OR SIGNS Q. USE AND PLACEMENT OF FLASHING ARROW SIGNS SHALL BE AS DIRECTED BY THE ENGINEE L TyK _ OTHER TRAFFIC CONTROL AT ALL TIMES. a EXISTING SIGNS; 0 PROPOSED SIGNS. OF FLASHING ARROW SIGN AND MODE OF OPERATION SHALL BE AS SHOWN ON THE PLANS. 1S. MASK OR MG ALL CONFUCTIN6 SIGNS. >, C-1 DETOUR AHEAD 7. CONTRACTOR MAY USE PREFABRICATED REMOVABLE DETOUR TAPE, PAVEMENT MARKINGS. AND���� A N �� SCALE: 1" = 40' �s SI GN ALI ZED I N TERSE CTI ON. RAISED PAVEMENT MARKERS FOR SHORT TERM USE AS DIRECTED BY THE ENGINEER. DUASV M BARRICADE — TYPE III WITH SIGN ® FLASHING ARROW BOARD SIGN • CONE OR PORTABLE DELINEATOR SPACED AT 25' ALONG TAPER AND 40' ALONG TANGENT SECTION. UNLESS OTHERWISE NOTED. 1..—J VG I VVR C-13 END CONSTRUCTION C-18 ROAD CONSTRUCTION AHEAD C-20 RIGHT/LEFT LANE CLOSED AHEAD W-6 25 MILES PER HOUR R-7 KEEP RIGHT/LEFT R-17 NO LEFT TURN R-26 NO PARKING ANY TIME <.4 K tea. 74 civ FC . -