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HomeMy WebLinkAbout2740-15CHERRY REMOVE AVE UE C5 SIGNli --,j) ROAD C 1 i� CLOSED — WALMli AVB AHEAD c5� REMOVE EXISTING EDGE OF PAVEMENT C5 (RT.) WALNUT AVENUE RT V B R ST /dl z LAJ w Q LL_ O Ld C� MPH z 1A 13 � 6 w I a REMOVE EXISTING DOUBLE YELLOW STRII 'E V ROAD CLOSED ® TYPE III BARRICADE- C q. 12 -REMOVE EXISTING DOUBLE YELLOW STRIPE EXISTING TURN ARROWS TO REMAIN IN PLACE —EXISTING WHITE SOLID STRIPE TO REMAIN IN PLACE Of W m U - —REMOVE EXISTING WHITE DASHED STRIPE z X W A 5 EXISTING DIRECTIONAL ARROWS TO REMAIN IN PLACE BAG EXISTING R7 EXISTING STOP SIGN 2 (PROTECT IN PLACE) EXISTING STRIPE Mi 101 1 EW a C N ST o CHERRY AVENUE CLOSED a BASBNE AVE TO HAWAII WAY Y OXWORTH ST NATE) TO NAT© REMOVE 0 NEW SIGNALIZED USEDETOUR C5 SIGN � INTERSECTION C5 w C5 = —13 sfI INE AV RELOCATE RELOCATED 00E C5 (LT.) C5 (LT.) STAGE I DETAIL REVISED TRAFFIC CONTROL AFTER BEECH AVENUE SIGNAL INSTALLATION REMOVE U C5 SIGNS SCALE: 1 " 600' NOTE REGARDING SPECIAL NOTICE SIGNS: ALL PRE -CONSTRUCTION AND DETOUR SIGNS TO BE 4' x 6' MOUNTED ON 4" x 4" POSTS. SIGNS TO BE PAINTED ORANGE 013W AVENUE CLOSED BASED AVE TO HAWAII WAY NATE) TO NATE) USE DETOUR VC'flOM AMM E� CHERRY AVENUE CLOSED BASELINE AVE TO HAWAII WAY AT nz CHERRY AVENUE CLOSED (DATE) TO NCLOSED SC3 USE DETOUR BASELINE AVE TO HAWAII WAY DETOUR (DATE) TO (DATE) USE DETOURDETOURDETOURv 111-5 A 1 EXISTING CALTRANS SEND �0 CLOSURE � ■ DETOUR U A� f �0SOL{ PROPOSED ELEMENTARY SCHOOL .� (UNDER CONSTRUCTION) FIOADc 19 r Ur ZLI V;00010 CHERRY AVENUE CLOSED BAse-m AVE TO HAWAII WAY (SAT© TO NAT© / U8E DETOUR CHERRY AVSNUE CLOSED ASELPE AVE TO HAWAII WAY NATE) TO NATE) TYPE III BARRICADE ROAD clow ISI Q TRANSITION TO EXISTING A.C. IMPROVEMENTS TO THE ° oErou� SATISFACTION OF THE CITY DET ouR ENGINEER c5 WALM T AVENUE _[ CSA ROADCLC>� _ R=35' Lo� u wTHM C5 O U LOWER EXIST. S.D.M.H. Q � RIM f0.7' 0 Z _ 00 � � o y I�DETOIJR ly WALMR AVENUE b m a A A cn 0 O \ ,IA a LOWER EXIST. S.D.M.H. RIM f1.5' RTREE ST A � C2 HAWAIINAY TRANSITION TO EXISTING A.C. a A B R ST W o IMPROVEMENTS TO THE SATISFACTION OF THE CITY . ENGINEER BLUFFVIEW ST >� Q ST CHERRY AVENUE CLOS® BASELM AVE TO HAWAII W (DATE) TO (DATE) USE DETOUR mi 7 �ti 5 (PROTECT IN PLACE) WITH BLACK LETTERS. W U W DETouR 15 10' O.C.--- o CHERRY AVENUE a-com 3 --- - - C� HAWAII WAY BASELY AVE TO HAWAII WAY BASELINE AV 2 (DATE) TO (DATE) L �—BASitINE AV -.-- -' USE DETOUR U f _L C5 0 ® �' F T FU z CHERRY AVENUE CLCD ® TYPE III BARRICAD C2 ROAD SCALE: 1" 100' DETOUR cLo� SPECIAL NOTICE r oEr«,R Cl B (D USE � ro WAY *OUR CONTRACTOR SHALL PROVIDE A PLAN LETTERS ARE TO BE 6" HIGH AND 3" WIDE. 'Doer (n MEAD DETOUR L E CT Z AP GON m DRY NOTE: FOR METHOD OF PROTECTING EXISTING K -RAIL ALONG NORTHWEST NOTE: SPECIAL NOTICE .SIGN SHOWN ABOVE � a EXISTING K -RAIL ALONG NORTHEAST EXISTING SIGNALS PRIOR TO �d RETURN IS THE PROPERTY OF THE AS EXAMPLE ONLY. REFER TO PLAN x CL � C� q _ o T g CITY OF FONTANA, REMOVE AND RETURN IS THE PROPERTY OF EXCAVATION AHEAD , OTHERS, REMOVE AND RETURN TO FOR EXACT VERBAGE FOR SIGN. �-- U �' o RETURN TO CITY YARD PROPER OWNERS Y PKWY � o � N LN CT * EXISTING TRAFFIC LIGHT ROAD *EXISTING TRAFFIC LIGHT LEGEND: (� ` � a W R T F (PROTECT IN PLACE ) CLOS PROTECT IN PLACE 7 a BASELIE 2TOHA B T c ( ) EXISITNG A.C. CURB a NAM TO NATE) � INDICATES EXISTING SIGNALIZED INTERSECTION. USE DETOUR T g VILLAGE PKWY BASELINE ® a AVENUE, Q tioti — — — — — — INDICATES LIMITS OF CONSTRUCTION ROANOKE RD a Y oe` p�1 GR 3 10' 0 C rtNSTALt tfi RAIL C2 a� . __._._.. __-Y_ EXISTING. -CRASH CUSHIONS ..... ... TO SE TZECJIOVED - J o ¢ Y RA x _ SIGNS NEEDED QUANTITY }----------- ® TYPE III BARRICADE` I . I ;f yf EXISTING CURB & GUTTER NEW SAND FILLED CRASH CUSHIONS Cl 2 EA' STAG __ I EXISTING RIGHT EXISTING SIDEWALK PER CALTRANS STD. T2, C2 _____-___-- 2 EA. EXISTING LEFT TURN ARROW ARRAY'TG'CSA ___________ 1 EA. �� �`'►� �1 TURN ARROW C5 ___________13 EA.' --a]40' O.C. C7 ----------- 2 EA. GENERAL NOTES EMOVE EXISTING STRIPING PLACE K -RAIL FROM C19 ___________ 3 EA. I ' . EXISTING TO STA. SC3 ___________ 3 EA. EXISTING SOLID WHITE STRIPE 73+50, ALONG EXISTING W3 ___________ 2 EA. 1. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE 9. SIGNS SHALL NOT BE PLACED IN EXCESS OF 15 FEET FROM THE EDGE OF THE TRAVELED 2 r, EDGE STRIPE Wg ___________ 2 EA ONE WEEK MINIMUM PRIOR TO IMPLEMENTING DETOURS. .. WAY. PORTABLE SIGN STANDARDS SHALL BE TIED DOWN OR WEIGHTED TO PREVENT TOPPLING. EXISTING RIGHT R61-20.1 _________ 1 EA. EXISTING LEFT TURN ARROW SPECIAL NOTICE ------- 8 EA. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY 10. THE EXACT LOCATION OF ALL TRAFFIC CONTROL DEVICES IS SUBJECT TO APPROVAL OF TURN ARROW ?11_ r' F.A.S.________-__ 2 EA. DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. THE CITY TRAFFIC ENGINEER. ADDITIONAL WARNING, CONSTRUCTION SIGNS OR TRAFFIC FAS BARRICADE _____ APPROX. 65 L.F. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO SAFETY EQUIPMENT MAY BE,REQUIRED BY THE CITY TRAFFIC ENGINEER. CONSTRUCTION NOTES THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) ;t 350-7610. 11. ALL WORK AREAS SHALL BE CLEARLY IDENTIFIED AND DELINEATED WITH CONES, PORTABLE El PAINT TYPE IV ARROW. DELINEATORS AND/OR BARRICADES. ALL CONES OR PORTABLE DELINEATORS SHALL BE A 1 R 1-20.1"Y OrLY 3. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND MINIMUM OF 28 INCHES IN HEIGHT. " f6.3 12.7' f PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, 2� PAINT 8 SOLID WHITE PER DETAIL 38. LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 12. ALL SIGNS SHALL BE REFLECTORIZED OR ILLUMINATED. 3 4. THE CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC SECTION TWO WORKING DAYS PRIOR TO 13. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST 3�— INSTALL "F-1" ORANGE CHANNELIZER.w 15 I 15 A IMPLEMENTING THE TRAFFIC CONTROL PLAN TO ALLOW CITY STAFF TIME TO ADJUST TRAFFIC CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM 0 5 4 SIGNAL OPERATION. TO CALTRANS SPECIFICATIONS SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD o_ 4�-- TYPE III BARRICADE PER CALTRANS STD. A73C. � I UNLESS OTHERWISE SHOWN ON THE PLANS. OT 5. THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES UNLESS HERWISE o �% 2 pq, APPROVED BY THE CITY TRAFFIC ENGINEER. QUALIFIED FLAGGERS SHALL BE USED WHEN THE 14. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN EXISTING WATER ROADWAY IS REDUCED TO A SINGLE LANE OR WHERE TRAFFIC MUST STOP FOR MOVEMENT OF ON THE PLANS, PER CITY STANDARD DETAIL 139. EY—PAINT 4" DOUBLE YELLOW PER DETAIL 22. _ - LINE EQUIPMENT. Iw I II I I� I,Y I 1= 15. ALL FLASHING YELLOW WARNING LIGHTS SHALL BE TYPE "A" PORTABLE, LENS DIRECTED, _ T� 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, ENCLOSED AND MOUNTED AT A MINIMUM HEIGHT OF THREE FEET, MEASURED FROM THE PAINT 4" SOLID WHITE. 15' f DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. BOTTOM OF THE LENS TO THE UNDERLYING SURFACE. y CONSTRUCT 4 1/2" A.C. REMOVE EXIST. A.C. f '9� OVER COMPACTED NATIVE GROUND 95% C ( ) PAVING 7. THE WORK ZONE SHALL BE ROUTINELY INSPECTED AND MAINTAINED TO ENSURE PROPER 16. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, SECTION A -A VISIBILITY AND OPERATION OF ALL TRAFFIC CONTROL AND ADVANCE WARNING DEVICES. STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY 9 N.T.S. TRAFFIC ENGINEER. �C 8. ALL EXISTING SIGNS', STRIPING OR PAVEMENT MARKINGS THAT ARE IN CONFLICT AND/OR 'Qo NO LONGER APPLICABLE SHALL BE REMOVED AS DIRECTED BY THE CITY TRAFFIC ENGINEER. FOR STAGE I CONSTRUCTION CHERRY — AVENUE 0 0 0 N T O m O D O 26690 12740 Vc DATE: