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HomeMy WebLinkAbout4984-35ETIWANDA AVE. t.. c I C20-2 O I + �ILL- LLJ — — — — EXIST EDGE OF PAVEMENT J -2+00 - 1+00I 0+00 — 1+00— _ \ — 2+00 3+00 — — 4+00 �+00 6+00 7 N — - = - - - - - - - - - - — - — - — - — -� - - - Q W W — — — — — — — — -- — — — — — m W20-1 _ 1 W2 5 W i a U N F I II Q I II 600' JA 600' i AIRPORT DR. C) \ .r ETIWANDA AVE. 600' o W21-5 W20-1 — — �I EXIST. EDGE OF PAVEMENT — — — — - — — — w 00 8+00 9+00 1 +00 11+00 > - - - - - - Q Z W U � I C20- F— < a o- BRIDGE DECK GENERAL NOTES 1. ITY OF CONSTRUCTION CCOMMUNITY DEVELOPSHALL MENOTBDEPARTMENT, ENGINEERIITY NG DIVISION O PRIORND TTO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 11 2, THE CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER FOR CLOSURE BEGINNING AND ENDING ' DATES. 3. THE ROAD CLOSED INFORMATIONAL SIGNS AND/OR 'CMS AS REQUIRED, SHALL BE POSTED A MINIMUM OF 7 DAYS PRIOR TO CLOSING (STREET NAME). FINAL PLACEMENT OF THE "ROAD CLOSED" SIGNAGE TO BE COORDINATED WITH THE CITY OF FONTANA TRAFFIC ENGINEERING DEPARTMENT AND THE CITY OF S LO !� E R AVE. ONTARIO TRAFFIC ENGINEERING DEPARTMENT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING EMERGENCY SERVICES, TRANSPORTATION STAGE SERVICES, IMPACTED BUSINESSES AND RESIDENTS OF THE CLOSURE AND DETOUR ROUTE SEVEN DAYS LEGEND PRIOR TO THE CLOSURE. CONSTRUCTION NOTES 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCESS TO ANY PRIVATE PROPERTY TYPE III' BARRICADE OWNERS LOCATED WITHIN THE ROAD CLOSURE THROUGHOUT THE CONSTRUCTION OF THE IMPROVEMENTS AND DURING THE DURATION OF THE ROAD CLOSURE 24-HOURS A DAY 7 DAYS A WEEK. 1. KEEP EXISTING CURB/GUTTER AND TRAVEL LANES. C30(CA) INSTALL SIGN (C30 TYP.) ON BARRICADE 6. THE CONTRACTOR SHALL CLOSE (NUMBER OF LANES) ON (STREET NAME) FROM (FIRST BOUNDARY) TO a SIGN (PER CALTRANS SIGN' CODE) (SECOND BOUNDARY). 2. CONSTRUCT NEW CURB AND GUTTER, SIDEWALK, AND TRAFFIC SIGNAL IMPROVEMENTS. 7. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS, DETAILS, DIMENSIONS, 3. KEEP THRU LANES AND LEFT TURN LANES OPEN. EXIST SIGN AND PROCEDURES DESCRIBED IN THE CALIFORNIA MANUAL ON TRAFFIC CONTROL DEVICES (M.U.T.C.D.), 4. KEEP EXISTING TRAFFIC SIGNAL IN OPERATION. CITY TO SET SIGNAL ON RECALL I TYPE II BARRICADE DATED JANUARY 2012. UPON APPROVAL, THE W.A.T.C.H. MANUAL, LATEST EDITION, MAY BE USED FOR AS NEEDED. o CHANNELIZER (50' °O.C.) MINOR PROJECTS OF SHORT DURATION. SIGN CODES SHALL COMPLY TO THE 2012 CALIFORNIA MANUAL 5. MAINTAIN PEDESTRIAN ACCESS TO EXISTING PAINTED CROSSWALKS. ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D). ® FLASHING ARROW SIGN 8. THE EXACT LOCATION OF ALL TRAFFIC CONTROL DEVICES IS SUBJECT TO APPROVAL OF THE CITY 6. MAINTAIN ACCESS TO DRIVEWAYS. ENGINEER. ADDITIONAL WARNING, CONSTRUCTION SIGNS OR TRAFFIC SAFETY EQUIPMENT MAY WORK AREA BE REQUIRED BY THE CITY ENGINEER AT ANY TIME. 9. DURING CONSTRUCTION, ALL EXISTING SIGNS THAT ARE IN CONFLICT SHALL BE COVERED OR REMOVED. EXISTING STRIPING TO REMAIN ALL EXISTING STRIPING OR PAVEMENT MARKINGS THAT ARE IN CONFLICT AND/OR NO LONGER APPLICABLE SHALL BE REMOVED BY SANDBLASTING. DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING. 10. ALL WORK AREAS SHALL BE CLEARLY IDENTIFIED AND DELINEATED WITH CONES, PORTABLE DELINEATORS, - - - EXISTING STRIPING TO BE REMOVED K-RAIL AND/OR BARRICADES. ALL PORTABLE DELINEATORS SHALL BE A MINIMUM OF 36 INCHES IN HEIGHT. ALL CONES SHALL BE A MINIMUM OF 28 INCHES IN HEIGHT. GLUE DOWN DELINEATORS PROPOSED STRIPING WITH WHITE REFLECTORS ARE REQUIRED IF THE PROJECT DURATION IS LONGER THAN ONE DAY. S 11. THE CONTRACTOR SHALL FURNISH REFLECTOR/FLASHING LIGHTS AND INSTALL THEM ON WOODEN TRAFFIC SIGNAL CONTROL BARRICADES AND ALL SIGNS SHALL BE REFLECTORIZED OR ILLUMINATED. C 12. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON THE PLANS. North 13. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE 1"=40' PLANS, PER CITY STANDARD DETAIL 4003. FINAL PLACEMENT TO BE APPROVED BY THE CITY ENGINEER. STAGE 1 TH -2 APPROVED BY: CITY OF ONTARIO Prepared Under The Supervision Of : CITY OF FO NTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED /, IMPROVEMENTS NOT COMMENCE WITHIN TWO QROFESS,�N9 KOA CORPORATION TRAFFIC CONTROL PLAN STAGE 1 �/� G'w..v .21'- LI ��O ��N Z& �� PLANNING & ENGINEERING YEARS OF THE DATE OF APPROVAL SHOWN HEREON �, 2141 W. Orangewood Avenue, Suite A DRAWN BY: ETIWANDA AVENUE SCALE AND CARRIED FORTH IN A DILIGENT MANNER, THENo. C66448 orange, CA. 92868 1 =40 Exp. 06/30/14 Tel: (714)573-0317 Fax: (714)573-9534 DESIGNED BY: AT DATE: REQUIRE REVISIONS TO THE SLOVER AVENUE/AIRPORT DRIVE 10-22-12 CITY ENGINEER MAY REQ sT Civi�o���P �. PLANS TO BRING THEM INTO CONFORMANCE WITH OF'c ? Zc CHECKED BY: A PROVED Y: r DRAWING N0.:Y3, REV. �> DATE i. DATE: ,2,REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. MIN ZHOU, RCE 66448 DATE / ITY ENN ER R.C.E. 51152/-