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Home My WebLink About4164-1V■liti■,i` a� SCALE: 1"=40' IMPROVEMENTSTREET 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK" ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. T D THAT CAN T E WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS T A NO B RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN KOOK9P THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. . ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA DEPARTMENT OF ENGINEERING PRIOR TO 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. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS DATED SEPTEMBER, 2006 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES„ DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 6, THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-600-227--•2600 TWO WORKING DAYS BEFORE EXCAVATION. . THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CAI—TRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 10. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 11. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER, 12. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES, A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 13, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING AT ALL TIMES. 14. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 15. THE CONTRACTOR SHALL NOT CAUSE ANY EVACUATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROIPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 16. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 17, RECORD DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 50' RADIUS JOIN EXISTING C/G--\ 2 74'— CG s �EX 4 R/W JURUPA:Er NJ Lu p E E. p � [jk t � F I' p jL M 1 SIGNING AND STRIPING GENERAL NOTES 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS DATED SEPTEMBER, 2006 2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS. 4. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON THE PLANS. 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STANDARD DETAIL NO. 4003, 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES, 7. CONTROL POINTS OR "CAT—TRACKING" TO BE APPROVED BY THE CITY TRAFFIC ENGINEER TWO WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. 17' SAWCUT PAVEMENT 8' NORTH OF EXISTING EDGE; JOIN WITH NEW PAVEMENT .SEX. C.B. --JOIN EXISTING C/0 6 EX. C. B. �Z�_0 50' RADIUS Lo IN EXISTING C/G M _ CG EXa " AWCUT PAVEMENT 1' SOUTH OF EXISTING EDGE; JOIN WITH NEW PAVEMENT EX _,.._ EX CG e� Is cE i ep P8 p 17' t# �p I g np P� €C CONSTRUCTION CONSTRUCT 4.5" MIN. AC OVER 12" MIN. COMPACTED NATIVE (95%) ADJUST MANHOLE RIM PER CITY STD, 2000 ADJUST WATER VALVE PER CITY STD. 6000 REMOVE EXISTING CURB AS NECESSARY CONSTRUCT 6" CURB & GUTTER PER CITY STD. 1000 ® GRADE TO DRAIN SIGNING I i 1� REPLACE EXISTING R1-1. APPLY PAVEMENT MARKINGS AS SHOWN (3 APPLY/RE--APPLY CENTERLINE STRIPE PER DETAIL 2 RE—APPLY 4" EDGE STRIPING PER DETAIL 27B INSTALL TYPE F DELINEATORS ON CLASS 1 FLEXIBLE POSTS TYPE F DELINEATOR WHITE RETROREFLECTIVE SHEETING RI -1 CLASS I FLEXIBLE POST 3O"X3Q" AUTOCAD FILENAME: U:\My Documents\Work Orders\Jurupo Elm\STREET IMPROVEMENT JURUPA ELM.dwg