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Home My WebLink About1405-1, GENERAL CONSTRUCTION NOTES: 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPEC IFI CATIONS, AMD SANDEVkHARD11.IOC6UMTYSTAtJDAMMA140SPECIFICATfONS WWE.RE APPLICAUL6. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT AND SAN BERNARDINO COUNTY ROADS DEPT. PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS, Of COUAITY KIGNTS-0F'NAY. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. CURB DATA REFERS TO THE FACE OF THE CURB. 5: ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE. COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. 7. ALL UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. CONTRACTIOR SHALL CALL EACH UTILITY PRIOR TO ANY WORK. B. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISH GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 9. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW BELOW FINISH GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 10. REFER TO CITY OF FONTANA. UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 11. THE CONTRACTORIS] SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING. BUT NOT LIMITED TO. GAS. TELEPHONE. ELECTRICAL. LIGHTING. TELEVISION CABLE, LANDSCAPING. LANDSCAPING IRRIGATION. DOMESTIC WATER, RECLAIMED WATER. SEWER. STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 12. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 13. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. 14. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE -4 H SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT E SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT I ry TO THE OWNER'S REPRESENTATIVE. 6) 15. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. 16. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED. INSPECTED AND APPROVED. 17. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE I51 FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE 151 FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 16. THE CONTRACTORIS] SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6. 19. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 20. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 21. ALL EXISTING DIRECTIONAL AND REGULATORY SIGNS SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION. RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF. I'` Q 1^17y 19F FONTANAZ - ' 4 3 BERNaWO/NO COUNTY "' 7-�\ „ / 1 e ,. s `.4T W Y aOIVCOI.Aa„ IZ J I/ � W 5/TE 3. BETTER. Q VALENCIA AVENUE ESS1 W ROAD DEPT., PERMIT SECTION, ROOM 106 j T W 825 E. 3-WST. SAN BERNARDINO, CA. $ CONST. RAMPED CURB RETURN PER STO. DETA/L /0V 4 CURVE DATA o CONST. ORI!EWAY PER STO DETA/L 102-C. .. KENNETH 07 -CONST. S/OEWALIf PER STV. LATA/LS /00-4 f /OS -A. 8o --INSTALL ONE W -11 -RT S/GN AS SHOAIlY UTA LATA •SUITE IOD Il SQUARE HEADED NAIL UP / 5' ON /�- INSTALL CLASS Jr FLEX/BLE POST DELINEATORS AS ShVW/I/• Slp( O/ L31.38' 1 1 S. SIDE DF PP 0 /-,5767/5/E /A/ N.W. T =/% %7' C714] 824.5700 a " CDR. DF ARROW ROUTE AND LOCUST W 4RROW ROUlE CIVIL AVENUE ASST. ROAD COMMISSIONER ENGINEERMRA� l�u�e/ Ave ARROW I ROUTE J CONSTRUCT/ON NOTES W 5/TE a BETTER. Q VALENCIA AVENUE ESS1 W ROAD DEPT., PERMIT SECTION, ROOM 106 j T 4 CONST. 8- C. f G. PER C/TY OF FONTANA STD. DETA/L /Ol. 825 E. 3-WST. SAN BERNARDINO, CA. $ CONST. RAMPED CURB RETURN PER STO. DETA/L /0V 4 DDRSEY �- V/C/N/TV MAP Al. T. S. N'L Y RAW 5 I Levec T�� - L/NE c; Exis"f' Ec�B of Pdvemcrri- SO' 13 14 BERNARDINO .COUNTY .7 �. p/ -:. - " - P GiA13E rO DRAfN f- w e E5T/1VATE OF QUANTIT/ES I. A.C. OVER COMPACTED NATIPE MATERIAL SG Lf5 S.F. SHT. 1 2. B" CURB e GUTTER 603 L.F. ARRDW RTE. 3. RAMPED CURB RETURN z EA. \ ► 4.. DRIVEWAY (W= 3O') , (W=Z1,') 2 EA. ta; � 5. SIDEWALK (5' !4//DE) L.F. (i' WIDE) Lo 35 L.F i I I V�G. /PE/YMO//E EX/ST/NG A.C. /050 S. F. h I Lp 7. ✓UNCI/ON 5TR11C7Z1RE / EA. LVALENCIA AVE. 8. DISCHARGE STRUCTURE 3 E4. SHT. 3 7 R. C. B. C. /40 LF INDEX MAP /D. AZ*. OVERLAY A/ T S. 4 9RORI ROUTE 40 CONSTRUCT/ON NOTES PER STD. NO. /00 -A /a- CONST. 3 " A.C. ODER C'OMPAC'TED NATNE MATER/AL 95 '/o OR BETTER. COUNTY OF SAN BERNARDINO 02 --CONST. A. C. OVERLAY TO MEET EX/ST/NO PA!/Eh1ENT ESS1 o - -CONST. 3"A.C. FEATHLR TO PROD/,OE A SMOOTH PAVEMENT ROAD DEPT., PERMIT SECTION, ROOM 106 TRANS/T/ON. T 4 CONST. 8- C. f G. PER C/TY OF FONTANA STD. DETA/L /Ol. 825 E. 3-WST. SAN BERNARDINO, CA. $ CONST. RAMPED CURB RETURN PER STO. DETA/L /0V 4 RECOMMENDED APPROVED BY: CONST. ORI!EWAY PER STO DETA/L 102-C. .. KENNETH 07 -CONST. S/OEWALIf PER STV. LATA/LS /00-4 f /OS -A. 8o --INSTALL ONE W -11 -RT S/GN AS SHOAIlY UTA LATA •SUITE IOD 9o- I90WER POLES TO BE' RELOCATED BY OTHERS. SQUARE HEADED NAIL UP / 5' ON /�- INSTALL CLASS Jr FLEX/BLE POST DELINEATORS AS ShVW/I/• Ql -INSTALL 4"W/DE" EDGE•L/NL (WlllrE) *SSf/OWN. 1 S. SIDE DF PP 0 /-,5767/5/E /A/ N.W. E5T/1VATE OF QUANTIT/ES I. A.C. OVER COMPACTED NATIPE MATERIAL SG Lf5 S.F. SHT. 1 2. B" CURB e GUTTER 603 L.F. ARRDW RTE. 3. RAMPED CURB RETURN z EA. \ ► 4.. DRIVEWAY (W= 3O') , (W=Z1,') 2 EA. ta; � 5. SIDEWALK (5' !4//DE) L.F. (i' WIDE) Lo 35 L.F i I I V�G. /PE/YMO//E EX/ST/NG A.C. /050 S. F. h I Lp 7. ✓UNCI/ON 5TR11C7Z1RE / EA. LVALENCIA AVE. 8. DISCHARGE STRUCTURE 3 E4. SHT. 3 7 R. C. B. C. /40 LF INDEX MAP /D. AZ*. OVERLAY A/ T S. 4 9RORI ROUTE 40 TYPICAL SECTION PER STD. NO. /00 -A N. T.S TPP 95-179 RPN 24G-Ict-61 COUNTY OF SAN BERNARDINO ESS1 ROAD DEPT., PERMIT SECTION, ROOM 106 T BENCH MARK /VO. 5/5 825 E. 3-WST. SAN BERNARDINO, CA. E. J. ROBERTS t ASSOCIATES °!37 RECOMMENDED APPROVED BY: APPROVED BY: .. KENNETH UTA LATA •SUITE IOD A. w � POWERS SQUARE HEADED NAIL UP / 5' ON ® COLTON, CALIFORNIA W324 NO. C-33626 S. SIDE DF PP 0 /-,5767/5/E /A/ N.W. C714] 824.5700 s Exp. 6-30-90 . CDR. DF ARROW ROUTE AND LOCUST CIVIL AVENUE ASST. ROAD COMMISSIONER ENGINEERMRA� ASST. COUNTY ENGR. DATE Or CALIF ELEV. /z/J7 5-/ ^ / _ Z-' KENNETH ALAN POWER5- R.C.E. 33820 DATE COUNTY ENGINEER DATE I �A11 pipe lines or substructures of any kind, and telephone or power poles, water meters, valves, hydrants, etc., shown or not shown on these plans within the limits of this development or in adjacent areas where improvement work is to be done shall be removed or relocated at developer'sexpense, and at no cost to the San Bernardino County Transportation Department. It shall be the owner's respons ib'I ity to notify all agencies concerned. CITY OF FONTANAF CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY STREET IMPROVEMENT PLANS SCALE F.M. ARROW ROUTE AS SHOWN DESIGNED BY E F.M. STA. 10+00 TO STA. 13+30 DATE CHECKED BY APPROVED DRW'# i PITY CKInTK1rrO o r r 1a0� 20 / n ?,6(PV6