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Home My WebLink About1924-1CONSTRUCTION NOTES & ESTIMATED QUANTITIES CONST ' .1 NOTE No DESCRIPTION QUANTITY UNIT cOnS.T.- A.C. OVER A.S. CONST.—'# - �-,A.C.� -OVER' A-13. SAW -CUT TO NEAT EDGE D�*4 CONST. VAR. THICKNESS A.C. OVERLAY CONST. A.C. FEATHER TO EXISTING ( 6 1 & CONST. 88" C-UR13 A GUTTER PER STD. DWG. 101 D a CONST. 60* CURB & GUTTER PER STD. DWG. 101 CONST. 4" P-0.0,. OWWALK, VV* 4# CONST. DFNVEWAY APPROACH PER STD. DWO. 103 &REMOVE BARRICADE 8 16 INSTALL FOG SEAL 8 INSTALL STREET LIGHTS (9500 HIPS) 26v200 SF 2,570 SF LF SF SF LF LF SF 3 F EA SF EA 400 4,800 800 400 l590 tol lie is +41, 3-160 6 I is -42800 4 35,000 5 ASSUME 4" A.C. OVER NATIVE FOR ESTIMATING PURPOSES ONLY. ACTUAL PAVING THICKNES.3 TOBE 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 It 0 0.500 4' 114 14r7_ `/FT 0 0.20' 0.078 STREET IMPROVEMENT PLANS "S TRACT NO. 14600 so # is, I - let A . 124 106 100 so — I Its 100 1 LEVEL LINE 0.20, 0.60, 007, J 0.07, % d 1 144� "IF T1 0001M 11 A W i. �6� t —N— CITY OF FONTANA 8353 Sierra Avenue Fontana, CA 92335 (714)350-7610 SO. CALIF GAQ rn -nT f _ blalbufluN FACILITIES TYPICAL SECTION T1 570 4th Street, P. 0. Box 6226 San Bernardino, CA 92408 (714)884-9411 or (800)422-4133 U.S.A. JACARANDA AVENUE CONCORD AVENU t'. Qr% n W, R/W 120 1 208 64' 12' 4# 2@ ri cc 1140'/FT 4 /H 6 % IMA 1% 1 % MIN SAFETY REPONSIBILITY zilir - U S COMPA Y -TRANSMISSION DEPT. 2191 Birch Street R/W Brea, CA 92621 (714)529-2889 or' (800)422-4133 U.S.A. SOUTHERN CALIFORNIA EDISON COMPANY 1351 E. Francis Avenue, P. 0. Box 513 A Ontario CA 91761 (714)94' 7 -2996 -Underground Power 20' 128 (7 14) 8 7 5 -5 1 00-Transfnis s ion (213)837 -1233 -Pipelines, or (800)422-4133 U.S.A* 41 40 0.508 GENERAL TELEPHONE COMPANY rr-110517— 245 No. Mountain View Avenue Pomona, CA 91760 5 JW/ (213)357-2257 or (800) 422 EXIST. SIDEWALK -4133 U.S.A. EXIST. PAVEMENT SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT EXIST. C&O 825 East Third Street San Bernardino C Q 1) 11 nJQ 'T1 (714)383-1665 TYPICAL SECTION PACIFIC TELEPHONE & TELEGRAPH COMPANY 3073 Adams street TOKAY AVENUE Riverside, CA 92504 (714)359-2585 or (800)422-4133 U.S.A. PRIVATE ENGINEER I S NOTICE TO CONTRACTORS Contractor agrees that he shall assume sole and complete responsi- bility for job site conditions during the course of construction of this project, including safety of all persons and property; that this requirement,shall apply continuously and not be limited to normal working hours; and that the Contractor shall defend, indem- nify and hold the Owner and the Engineer harmless from any and a-11 liability, real or alleged, in connection with the performance of work on this project, excepting for liability arising from the sole negligence of the Owner or the Engineer. COURTON & ASSOCIATES 1400 OUAIL STREET, SUITE 145 NEWPO RT BEACH, CA 92860 (714) 752-5712 EXISTING UNDERGROUND STRUCTURES The existence and location of any underground utilities or struc- tures shown on these plans was obtained by a search of available records. To the' best of our knowledge theite are no existing utili- ties except as shown on these plans. The Contractor is required to take all predautionary measures to protect the existing utilities shown, and any other lines or structures not shown on these plans, and is responsible for the protection of, and any damage to, these lines or structures. I BASIS OF BEARINGS: N 00-01-27 W ALONG CENTERLINE OF TOKAY AVENUE PER TRACT NO. 12847, MB 183/3-5. JV. z W, > z W > W W W W 1 6 e% i 10- tu LU Uj 16 IZI 0 LU W ;4 00 0 cc tol lie is +41, 0 6 I is 46 3 W 17 14 > 7 4 13 a 3 -10 z UJ > 19 ZI 0 1 9 2 -C J 20 7 10 Goa sreEEr I-I&AIT INDEX MAP NO SCALE W FE W 2 _J BASELINE AVE. I 25927 Ew 12-31-93 )1* *� "L GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE SPECIFICATIONS AND STANDARD PLANS OF THE CITY OF FONTANA9 PUBLIC WORKS DEPARTMENT DATED 19 7 5. 2. INSPECTION TO BE CALLED FOR THROUGH THE CITY OF FONTANA (714- 923-3411) 24 HOURS PRIOR TO STARTING WORK. 3. ALL UTILITY COMPANIES TO BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 4. ALL 'NEW OR EXISTING VALVE BOXES SHALL BE ADJUSTED TO GRADE BY PAVING CONTRACTOR, AFTER THE COMPLETION OF PAVING. 5. DURING THE WORKING DAY, 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 INSTALLED, TESTED AND APPROVED PRIOR TO PAVING. 7. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL OBTAIN PERMITS FROM THE CITY OF FONTANA# PUBLIC WORKS DEPARTMENT. a. IF ANY EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY OF THIS SITUATION. 9. DUST CONTROL SHALT CONFORM TO THE PROVISIONS IN SECTION 10 OF THE STANDARD SPECIFICATIONS AND AS HEREINAFTER SPECIFIED. 10. ADEQU,4TE STA SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 11. MANHOLE FRAMES AND COVERS SHAU BE CONSTRUCTED 6" BELOW FINISHED PAVEMENT GRADE BY THE SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE AT THE COMPLETION OF PROJECT BY THE PAVING CONTRACTOR. 12. 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 METERS, VALVES, HYDRANTS9 IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION I 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. BACKFILL MATERIALS TO HAVE A S.E. OF 30 (MIN.) AND MIN. COMPACTION OF 90%. 16. ALL NEW OR EXISTINGVALVE CANS AND MANHOLES SHALL BE ADJU STED 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. MILLER AVE I PRIVATE ENGINEER'S NOTE The private engineer signing these plans is responsible for assuring VICINITY MAP the ac*curacy and acceptability of the work hereon. In the event of NO SCALE discrepancies arising during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by the City. Underground Service Alert `0 Cal'UTOLL FREE IS800 42204153 TWO WORII(ING DAYS BEFORE YOU DIG THESE PLANS WERE PREPARED IN THE OFFI E 09a COURTON & ASSOCIATES CITY OF FONTANA, CALIFORNIA (714) 752-5712 DER THE SUPERVJ::�� [Jc1a&.)q0_ PUBLIC WORKS DEPARTMENT DATE DONOVAN A. SOUTHWORTH R.C.E. 25927 DRAWN: BENCHMARK: NO.508 - IRON PIPE AT THEI INTERSECTION MILLER AVENUE En9- L) Apple AND TOKAY AVENUE. ELEV. 1342.37 REVISIONS PW ti I htt I IMI'MU1 tMtN I PLANS DESCRIPTION C'fy oate D . ESIGNED: APP,Q DS TRACT NO. 14600 CHECKED - A A 9 SCALE:* APPROVED: DATE: CITY ENGINEER R.C.E. No.- 05126 I M SHEET NO. OF 3 SHEETS DWG. NO. 119Z4 1 Ui Uj > 0 cc le 0 25927 Ew 12-31-93 )1* *� "L GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE SPECIFICATIONS AND STANDARD PLANS OF THE CITY OF FONTANA9 PUBLIC WORKS DEPARTMENT DATED 19 7 5. 2. INSPECTION TO BE CALLED FOR THROUGH THE CITY OF FONTANA (714- 923-3411) 24 HOURS PRIOR TO STARTING WORK. 3. ALL UTILITY COMPANIES TO BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 4. ALL 'NEW OR EXISTING VALVE BOXES SHALL BE ADJUSTED TO GRADE BY PAVING CONTRACTOR, AFTER THE COMPLETION OF PAVING. 5. DURING THE WORKING DAY, 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 INSTALLED, TESTED AND APPROVED PRIOR TO PAVING. 7. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL OBTAIN PERMITS FROM THE CITY OF FONTANA# PUBLIC WORKS DEPARTMENT. a. IF ANY EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY OF THIS SITUATION. 9. DUST CONTROL SHALT CONFORM TO THE PROVISIONS IN SECTION 10 OF THE STANDARD SPECIFICATIONS AND AS HEREINAFTER SPECIFIED. 10. ADEQU,4TE STA SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 11. MANHOLE FRAMES AND COVERS SHAU BE CONSTRUCTED 6" BELOW FINISHED PAVEMENT GRADE BY THE SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE AT THE COMPLETION OF PROJECT BY THE PAVING CONTRACTOR. 12. 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 METERS, VALVES, HYDRANTS9 IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION I 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. BACKFILL MATERIALS TO HAVE A S.E. OF 30 (MIN.) AND MIN. COMPACTION OF 90%. 16. ALL NEW OR EXISTINGVALVE CANS AND MANHOLES SHALL BE ADJU STED 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. MILLER AVE I PRIVATE ENGINEER'S NOTE The private engineer signing these plans is responsible for assuring VICINITY MAP the ac*curacy and acceptability of the work hereon. In the event of NO SCALE discrepancies arising during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by the City. Underground Service Alert `0 Cal'UTOLL FREE IS800 42204153 TWO WORII(ING DAYS BEFORE YOU DIG THESE PLANS WERE PREPARED IN THE OFFI E 09a COURTON & ASSOCIATES CITY OF FONTANA, CALIFORNIA (714) 752-5712 DER THE SUPERVJ::�� [Jc1a&.)q0_ PUBLIC WORKS DEPARTMENT DATE DONOVAN A. SOUTHWORTH R.C.E. 25927 DRAWN: BENCHMARK: NO.508 - IRON PIPE AT THEI INTERSECTION MILLER AVENUE En9- L) Apple AND TOKAY AVENUE. ELEV. 1342.37 REVISIONS PW ti I htt I IMI'MU1 tMtN I PLANS DESCRIPTION C'fy oate D . ESIGNED: APP,Q DS TRACT NO. 14600 CHECKED - A A 9 SCALE:* APPROVED: DATE: CITY ENGINEER R.C.E. No.- 05126 I M SHEET NO. OF 3 SHEETS DWG. NO. 119Z4 1