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Home My WebLink About2833-1SIGNING 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, AND THE 1992 STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. 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 DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 6. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. 7. CONFLICTING STRIPING/MARKINGS TO BE REMOVED BY METHOD AS DESCRIBED BY THE SPECIAL PROVISIONS, SECTION E. JURUPA AVE. TO SLOVER AVE. IN THE CITY OF FONTANA NOTICE TO CONTRACTORS Construction contractor agrees that in Calforrya Council accordance with generally accepted oFGvi Ergir¢ecr construction practices, construction &land Surveyor - contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. All contractor and subcontractors performing work shown on or related to these plans shall conduct their operations so that employees are provided a safe place to work and the public is protected. All contractors and subcontractors shall comply with the "Occupational Safety and Health Regulations" of the U.S. Department of Labor and with the State of California Department of Industrial Relations "construction Safety Orders". The Civil Engineer shall not be responsible in any way for the contractor or subcontractors compliance with said regulations and orders. STREET IMPROVEMENT GENERAL NOTES: Citrus Ave. Si nc�ina and Striping LEGEND: PRIVATE ENGINEER'S NOTICES TO CONTRACTORS STREET IMPROVEMENT GENERAL NOTES (CONT.J: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD Construction Notes � = CENTERLINE The existence and approximate location of any underground utilities or structures shown on these plans are obtained by a PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS OSTENCIL TYPE IV(L) ARROW PER CALTRANS search of available records. To the best of our knowledge, CONSTRUCTION ( GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL MUD, SILT OR DEBRIS TO STD. PLAN A24A = EDGE OF EXISTING ASPHALT CONCRETE PAVEMENT there are no existing utilities or structures except as shown THE LATEST EDITION UNLESS OTHERWISE NOTED. BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING �`J INSTALL YELLOW 12 LIMIT LINE PER CALTRANS on these plans. The engineer assumes no liability as to the 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. STD. PLAN A24E EXIST. C & G = EXISTING CURB AND GUTTER exact location of said lines nor for utilities or irrigation lines " " �� NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE GREEN BOOK", THE 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY 3 INSTALL YELLOW 4 STRIPE PER CALTRANS whose locations are not shown. The contractor shall be CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FORSTD. PLAN A20A, DETAIL 2 R/W = EXISTING RIGHT-OF-WAY responsible for notifying all utility and irrigation companies INSPECTOR. prior to work on excavation to determine exact location of all RESOLUTION. O INSTALL WHITE 4" STRIPE = lines affecting this work, whether or not shown heron, and 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN LF LINEAR FEET for an damn a or protection of these lines. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. THE REQUIRED DENSITY SHALL REQUIRE REWORKING OF THAT PORTION OF THE WORK UNTIL QA24D STENCIL "STOP" PER CALTRANS STD. PLAN y g THE SPECIFIED DENSITY IS OBTAINED. - = PROPOSED STORM DRAIN 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY @ �� to=ff The contractor shall call in a location request to ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING ' Underground Service Alert (U.S.A.)oPhone 1No con 27-2600 INSPECTION DEVELOPMENT ORDANATIONTSHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE " -� - _ = PROPOSED SEWER two (2) working days prior to digging. No construction STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE 7O STENCIL AHEAD PER CALTRANS STD. PLAN permit issued by Public Works Department shall be valid START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. A24D involving underground facilities unless the applicant has an 350-7610. 8 NOT USED 0 = PROPOSED SEWER MANHOLE inquiry identification number issued b U.S.A. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED q y y 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD O NOT USED INV. = SEWER INVERT ELEVATION PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST DETAILS. 10 STD. DETAIL 139 CONSTRUCT SIGN POST PER CITY OF FONTANA NON -METRIC EDITION, UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO � = SURVEY CONTROL TARGET/SURVEY MONUMENTS 11 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, MATCH EXISTING CONCRETE. INSTALL DOUBLE YELLOW 4 STRIPE PER DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. CALTRANS STD. PLAN A20A, DETAIL 22 - • - RECORD SURVEY MONUMENT 27. THE CONTRACTOR SHALL REPLACE THE "S" IN THE FACE OF THE CURB AT ANY SEWER 12 INSTALL WHITE 8" STRIPE PER CALTRANS STD. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR LATERAL, IF CURB REMOVED AND REPLACED AT THAT LOCATION. PLAN A20D, DETAIL 38 TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF A.C. = ASPHALT CONCRETE INDUSTRIAL SAFETY. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN � = 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH PLACED, INSPECTED AND APPROVED. UTILITY INTERFERENCE FLAG (APPROXIMATE Citrus Ave. Paving LOCATION OF INTERFERENCE WITH TYPE OF SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO UTILITY INDICATED BY: W -WATER; G -GAS; PURSUANT TO T; HE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE PAVING OF STREETS. Construction Notes T -TELEPHONE; SD -STORM DRAIN; S -SEWER; OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE E -ELECTRIC; TV -CABLE TELEVISION; IRR -IRRIGATION POTENTIAL EXISTS FOR GROUND MOVEMENT. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO OREMOVE ASPHALT CONCRETE AND REPLACE UTILITY). . PLACEMENT. WITH 0.45 ASPHALT CONCRETE OVER 0.66 CLASS ) 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT 2 AGGREGATE BASE PER CITY OF FONTANA STD. OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND DETAIL # = CURVE OR LINE DATA 2 CONSTRUCT 0.1 ASPHALT CONCRETE OVRLAY APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE OF ROUGH GRADING. 9CONSTRUCT ASPHALT CONCRETE DIKE PER = EXISTING DRIVEWAY INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, SAN BERNARDINO COUNTY TRANSPORTATION IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL DEPARTMENT STD. DWG. NO. 117 EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO 4 ADJUST MANHOLE TO GRADE ® = ASPHALT CONCRETE PAVEMENT FOR DETOUR UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. O5 ADJUST VALVE TO GRADE 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO O PROTECT IN PLACE ® = ASPHALT CONCRETE AND AGGREGATE BASE INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD �' . '� = ASPHALT CONCRETE OVERLAY CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. STRIPING, BARRICADE'S, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE Beech Ave. Street Improvement 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES CITY TRAFFIC ENGINEER Construction Notes WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND O CONSTRUCT 5" A.C. OVER 12" COMPACTED APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER NATIVE SOIL 13. CURVE DATA REFERS TO THE FACE OF CURB. O2 GRADED SWALE, GRADE TO DRAIN 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF O3 SAWCUT EDGE OF PAVEMENT 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. O ADJUST MANHOLE TO GRADE 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE 9REMOVE CONFLICTING MEDIAN THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. Beech Ave. Si nein a and Striping, Construction Notes: SHEET 4 THRU 10 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR PROJECT LOCATION PROJECT LOCATION BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. OSTENCIL TYPE IV ARROW PER CALTRANS SHEETINDEX STD. PLAN A24A 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY O INSTALL WHITE 12" LIMIT LINE PER CALTRANS MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL SH T # TITLE STD. PLAN A24E ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE1 TITLE SHEET O INSTALL DOUBLE YELLOW 4" STRIPE PER a CALTRANS STD. PLAN A20A, DETAIL 22 a a a a a a a a Q a a ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE 2 CITRUS AVE. TRAFFIC CONTROL ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. O INSTALL WHITE 4" STRIPE 3 CITRUS AVE. TRAFFIC CONTROL " 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT O STENCIL STOP PER CALTRANS STD. PLAN ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE 4 CITRUS AVE. TRAFFIC CONTROL A24D SAN BERNARDINO FRWY 1-10 CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 5 BEECH AVE. STREET IMPROVEMENTS O STENCIL "AHEAD" PER CALTRANS STD. PLAN TO LOS ANGELES TO TO N BERNARDINO RNAR INO 6 BEECH AVE. SIGNING AND STRIPING A24D 5 FILES TO 9 MILES TO 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, 7 CI TRU S AVE. PAVING O INSTALL SIGN POST PER CITY OF FONTANA INTERSTATE 15 INTERSTATE 215 INCLUDING ADEQUATE WATERING, AT ALL TIMES. STD. DETAIL 139 SLOVER AVE 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES 8 CITRUS AVE. PAVING O8 INSTALL CLASS I "F" MARKER FLEXIBLE POSTS EXCEED 25 MILES PER HOUR 9 CITRUS AVE. SIGNING & STRIPING WITH SURFACE MOUNTED FLEXIBLE BASE AT 25 SPACING ON CENTER >- o a 0 E a SANTA o ANA Cn AVE w 10 CITRUS AVE. SIGNING & STRIPING OINSTALL WHITE 8" STRIPE PER CALTRANS STD. IM = W �' w U o a _J�` D W PLAN A20D, DETAIL 38 a z w a 0 o v u� CITY BENCHMARK NO. 289 to JURUPA AVE ELEVATION = 1031.22 RR SPIKE IN POLE NO. 61319 NE COR. Vicinity M�� OF SANTA ANA AVENUE AND CATAWBA AVENUE SCALE = N.T.S. Underground Service Alert SHOULD CONS RUCTION of THE CITY OF FONTANA, CALIFORNIA SECTION 4216/4217 OF THE GOVERNMENT E+ssi L.D. KING, INC. RE T V �-�R�lLr)4cin 2151 CONVENTION CENTER WAY CITRUS AVENUE QUIRED IMPROV EMENTS NOT CITRUS AVENUE Foy CODE REQUIRES A DIG ALERT IDENTIFICATION r SUITE 100B COMMENCE WITHIN TWO YEARS OF THE NUMBER BE ISSUED BEFORE A PERMIT TO ONTARIO, CA 91764 DETOUR IMPROVEMENTS, RESTORATION, DATE OF APPROVAL SHOWN HEREON DRAWN BY SCALE: _ CITRUS AVENUE DETOUR IMPROVEMENTS, EXCAVATE WILL BE VALID �, (909) 937-0200 AND CARRIED FORTH IN A DILIGENT MS AS SHOWN E p 6302 01 AND TRAF'F'IC CONTROL MANNER, THE CITY ENGINEER MAY DESIGNED BY: RESTORATION, AND TRAFFIC CONTROL DATE: FOR YOUR DIG ALERT I.D. NUMBER CALL �- j r UNDERGROUND SERVICE ALERT q cI V I REQUIRE REVISIONS TO THE PLANS TO MPT TITLE SHEET JUNE 2000 LSF JURUPA AVE. TO SLOVER AVE. BRING THEM INTO CONFORMANCE WITH CHECKED BY: APPRO DAIS: DRAWING NO.: TOLL FREE 1-800-227-2600 � CA MICHAEL PATRICK THORNTON R.C.E. No. 44226 G/rs� 1 TWO WORKING DAYS BEFORE YOU DIG EXPIRES: 6-30-01 CONDITIONS AND STANDARDS IN EFFECT. DHM • fs� 2833 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE CITY ENGINEER R.C.E. No. 25126 10 'LIEN I: U1 I Y OF FONTANA LDK JOB #: 124-07 11 17-R