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Home My WebLink About1921-1CONSTRUCTION NOTES & ESTIMATED QUANTITIES CONST. NOTE DESCRIPTION I OUANTITY 1UNIT -NO.1 CO"ST. A.C. OVER A.B. 2 2, R05 S 2r140 SF CONSTO A.C. OVER A.B. LF SAW -CUT TO NEAT EDGE .330 49'000 SF CONST. VAR. THICKNESS A.C. OVERLAY 660 SF &CONST. A.C. FEATHER TO EXISTING @a CONST. 8** CURB & GUTTER PER STD. DWG. 101 265 LF a CONST. 60* CURB & GUTTER PER STD. DWG. 101 19280 LF @a CONST. TRANSITION CURB ONLY AROUND RETURN (Sol C.F. TO 8`8 C.F.)T_ 94 LF &CONST. STANDARD C4%OU GUTTER PER STD. DWG. 104 752 SF_ (9 10 CONST. 4" P.CM 81111"ALK9 "40 -*A 866 SF &CON9T. SMWALK AC4ESS RAMP PER STD. DWG. 104-A 1 2 EA (9 12 CONST. DRIVOWAY APPROACH PER STD. DWG. 103 3 -48 -LO 5F & INSTALL STRUT NAME SMN 2 EA_ I EA (14 INSTALL STOP OWN 9 &REMOVE BARfUCADE 198 -5 F. 29,609 SF 8 16 INSTALL FOG SEAL 3 EA (a INSTALL STREET LIGHTS (9500 HIPS) ZA @ INSTALL. UNDE?, S1MWf-MK ORAIN ASSUME 4"' A.C. OVER NATIVE FOR ESTIMATING PURPOSES ONLY. ACTUAL PAVING THICKNESS TO BE DETERMINED PER PAVING NOTE ON SHEET 1. THE ESTIMATES OF QUANTITIES AS SHOWN'HEREON ARE PROVIDED ONLY FOR THE PURPOSE OF SATISFYING PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL QUANTITIES AS A BASIS FOR HIS BIDS AND CONTRACTS. R/W .- Is 0 -1 - ISO STREET IMPROVEMENT PLANS lot 0.500 L4 0.20" 0.070 1/4 '/FT mom R/W so r TRACT NO. 13232 Is 0, I *I 10$ LEVEL LINE O.S00 0.60* 0.077' SOOT - 11f4 44L L: CITY OF FONTANA (D/ 8353 Sierra Avenue Fontana, CA 92335 (714)350-7610 TYPICAL SECTION T1 SO. CALIF. GAS CO. -DISTRIBUTION FACILITIES 570 4th Street, P. 0. Box 6226 JACARANDA AVENUE SUNBURST DRIVE San Bernardino, CA 92408 (714)884-9411 or (800)422-4133 U.S.A. 320 0.904 40 114 OFT 1 4 SO. CALIF. GAS COMPANY -TRANSMISSION DEPT. 2191 Birch Street R/W Brea, CA 92621 $40 (714)529-2889 or' (800)422-4133 U.S.A. SOUTHERN CALIFORNIA EDISON COMPANY J 1351 E. Francis ' Avenue, P. 0. Box 513 Ontario, CA 91761 20, 200 12# I� (714)947 -2996 -Underground Power (714)875-5100-Transfnission it" (213)837-1233 -Pipelines, or (800)422-4133 U.S.A. 20 0.60" 2 610 41AX I- '4 1% MIN t GENERAL TELEPHONE COMPANY -4w -1;� 245 No. Mountain View Avenue EXIST. SIDEWALK Pomona, CA 91760 (213)357-2257 or (800)422-4133 U.S.A. 4 EXIST. PAVEMENT SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT EXIST. C&O 825 East Third Street San Bernardino, CA 92408 TYPICAL SECTION Tl-= (714)383--1665 PACIFIC TELEPHONE & TELEGRAPH COMPANY 3073 Adams Street TOKAY AVENUE Riverside CA 09rAA 0 (714)359-2585 or (800)422-4133 U.S.A. PRIVATE ENGINEER'S NOTICE. TO CONTRACTORS SAFETY REPONSIBILITY EXISTING UNDERGROUND STRUCTURES Contractor agrees that he shall assume sole and complete responsi- The existence and location of any underground utilities or struc- bility for job site conditions during the course of construction of tures shown on- these plans was obtained by a search of available this project, including safety of all persons and property; that records. To the best of our knowledge there are no existing utili- this requirement -shall apply continuous ly and not be limited to ties except as shown on these plans. The Contractor is required to normal working hours; and that the Contractor shall defend, indem- take all precautionary measures to protect the existing utilities nify and hold the Owner and the Engineer harmless from any and all shown, and any other lines or structures'not shown on these plans, liability, real or alleged, in c,onnection with the performance of and is responsible for the protection of, and any damage to, these work on this project. excepting for liability arising from the sole lines or structures. negligence of the Owner or the Engineer. COURTON & ASSOCIATES. 1400 OUAIL STREET9 SUITE 145 NEWPORT BEACH, CA 92660 (714) 752-5712 BASIS OF BEARINGS: N 00-01-27 W- ALONG CENTERLINE OF TOKAY AVENUE PER TRACT NO. 128470 MB 183/3-5. P/3 14 15 1-6 1? SUIV,SZIR,&� DRIVE 7 2 J. -4 -3 13 SEE SHEET 14 4HEET .2 3. A .0 z W > 4C z cc 001 0, 1z 01 U; IK _J 0__� = STREET Z-161-17- INDEX MAP NO SCALE BASELINE AVE. PROJECT MILLER AVE. Uj > co cc 0 VICINITY MAP NO SCALE _N_ GENERAL NOTES: ALL WORK AND MATERIALS SHALL COMPLY WITH THE SPECIFICATIONS AND STANDARD PLANS OF THE CITY OF FONTANA, PUBLIC WORKS DEPAKDIENT DATED 1975. INSPECTION TO BE CALLED FOR THROUGH THE CITY OF FONTANA ('714- 923-3411) 24 HOURS PRIOR TO STARTING WORK. ALL UTILITY COMPANIES TO BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 4. ALL NEW OR EXISTING VALVE BOXRS SHATI BE ADJUSTED TO GRADE BY PAVING CON M CTORv AFTER THE COMPLETION OF PAVING. 5. DURING THE WORKING DAY9 TRENCHES MAY BE LEFT OPEN ACROSS EXISTING STREET PROVIDING TRAFFIC FLOWS IN BOTH DIRECTIONS. NO TRENCH MAYBE LEFT OPEN OVERNIGHT -ON EXISTING STREETS UNLESS AUTHORIZED IN WRITING BY THE CITY ENGINEER. 6. ALL UTILITIES SHALL BE INSTALLED9 TESTED AND APPROVED PRIOR TO PAYING. 7. PRIOR TO CONSTRUCTION THE h"FTRACTOR SHALL OBTAIN PERMITS FROM THE CITY OF FONTANA, PUBLIC WORKS DEPAkTMENT. S. IF ANY UISTING UTILITIES OR ANY OTHiR��FAQILITIES CONFLIcr WITH TU PROPOSED IMPROVEMENTS9 WORK SHALL STOP AND THE ENGINEER NO TIFM IMMEDIATELY OF THIS SITUATION. 9. DUST CONTROL SHALL CO"ORM TO THE PROVISIONS IN SECTION 10 OF THE STANDARD SPECIFICATIONS AND AS H ERE INAFTER SPECIFIED. 10. ADEQUATE STAiM SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 11. MANHOLE FRJMS AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED PAVEM ENT GRADE BY THE SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE AT THE COMPLETION OF PROJECT BY THE PAVING COWrRACTOR. i2. AS -BUILT PLANS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY. 13. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERSt VALVES., HYDRANTS, IRRIGATION STRUCTURESP ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION., SHALL BE RELOCATED BY OTHERS; IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 14. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 15. BACKF1LL MATERIALS TO HAVE A S.E. OF 30 (MIN.) AND MIN. COMPACTION OF 90%. 16. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO GRADE DURING PAVING BY PAVING CONTRACTOR. 17. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 18. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE ON EXISTING WATERLINES. 19. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. 20. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COM PLETION OF ROUGH GRADING. PRIVATE ENGINEER'S NOTE Underground Strvice Alert CaILJOLL FREE 110800 422-a4133 TWO WORISING DAYS BEFORE YOU DIG The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the work hereon. In the event of discrepancies arising during construction, the private engineer shall be responsible for determining an acceptable solution and revising .the plans for approval by the City. THESE PLANS WERE PREPARED *1 THE OFFICE OF: COURTON & ASSOCIATES CITY OF FONTANA, CALIFORNIA (714) 752-5712 NDER THE SUPER 10 OF: 1.2-3W20 PUBLIC WORKS DEPARTMENT - VIS DATE Oftw-r... a, DONOVAN A. SOUTHWORTH R.C.E.'25927' DRAWN: -BENCH MARK: REVISIONS RW vi I KLL I lMrKUVLMt:r I FLI P b NO.508 - IRON PIPEAT THEI INTERSECTION MILLE . R AVENUE D4te DESCRIPTION D,9te D I ESIGNED: 4 . APPR APPR lu ql DS TRACT NO. 13232 AND TOKAY AVENUE'. ELEV. 1342.37 OCA -11001 APOLE) Put P19ey A ELIFy. CHECKED-. A SCALE: A P P R 0 V E D: DATE: 911 CITY ENGINEER 2 512 ro R.C.E. No.- SHEETNO. N 0 OF 3 SHEETS 4 DWG. NO. 19ZI .0