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Home My WebLink About1372-11517 I � STREET IMPROVEMENT PLANS M p """"� ,�"""°1�2249=mlTRACT N0. -2� � FONTANA, CALIFORNIA y s F_ D coi- ❑ � PROJECT SITE vt CONSTRUCTION NOTES AND QUANTITY ESTIMATES SCALE I"=100' OCABON NOT To $CAL• p� 6 R/VEf�S1D� Av6-NZ18 Z�r OF ol l 2o' ¢t I:F d •?/DE�L� ? �?"lO�IfrlrTE® !�/MPRaVE'MENT:J 0' TYPICAL. STREET SECTION NO SCALE FA R/W '/w ITEM QUANTITY UNIT go CONSrR!/Cr 3 "A.C. OVER /2" ComImAC.rco NAr/V�" 5O/z � l3O,.69Z S.F.CON.37m/Cr CONCREre Ce//a .ANO 6'elrree (6"C.o' f'ER Cirr o� F0NrANA 57XN,DA),o DErAiL /0/,). ra. 2 78 L.N co&s_r. z1cr. CONCRere corn ANO oU7"rEie (8"C. F pEiR C17 -e ®F /=ONr,4NA 57,4N,0AR.0 O�r4/4 /0/.J 321 L,.F CONS7R!/Cr CONC2ASre Ca,?,e ANO Gl/Tre& e6"C.F 7''RANe/r'/0N 710 B "C,p PEje C/reaOp CNMIIX 54D. A3'T/O 2.5_L 4,.5 44= /o' CO/Y.l71_V41CT SrA&A0ARO CIC055 0417 7"Eie,4^ D 4 0,41 `/4910E' �gR C/T"Y OF FONrhiN.4 5TANO,4,e.O &0A'74&/D . -4 /O 5 CONS 7"e&Cr -i" MlCie CONCRETE 5Yo0.�'� ,44 1'Y/07"f-1 o4ND LIaCAT/ON f'�'� F�LtIN. 2 8, / 3 / S. F 4nlll- r !A t146 COYE'R.5 2'O NEW (9A*AAoj!F A,0,14/Sr IVAN,11,04 ' COYElc'S rO GRA,0,6 Roe ,DE7 411_ /49 . o7 �� r ' CQ/�!�TiPUC' ' _,4W A:,pe.0 C'Vl B C/Tf' Oc F0 It -4NA 'SrAYOARO ,U,6;r.411_ `104 A . 9 �� _....,.... G . 2 ",r ¢ " 4501 /OOO XIMO CIO? _ 7.J 0 / 54WC ur 5V -5r. A•C.` (Sff'TS. 2 � 5 OF &) 857 Q. .... C0N.67XWr,4. c. OY�/�,CAY .,QND F�E�rhr�Rs>r5 �EQ!//� '. 025 �F RSMov� �5'X !Sr CfOSS 6'4/7_r6W lsHr. S OF (o) 3 35 s _,V 1.97 8'' CZ1R0 / 4G1/77-�.(�' (SHr. 5 GF OF ol l 2o' ¢t I:F d •?/DE�L� ? �?"lO�IfrlrTE® !�/MPRaVE'MENT:J 0' TYPICAL. STREET SECTION NO SCALE FA R/W '/w ;-r -woo - 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 SPECIFICATIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 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 WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS* 8. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL EACH UTILITY PRIOR TO ANY WORK. 9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 10. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 611 BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED T_6 GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 11. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL -UTILITIES �j 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. 13. AS BUILT -DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 14. 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, 15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 16. STERILANT REQUIRED UNDER. ALL A. C. PAVEMENT 17. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 18. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 19. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT_, MEANS. TRENCHES LESS THAN FIVE (5), FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 20. THE CONTRACTOR(S) 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. 21. NO TRENCH BACKFILL SMALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE C I TY ' S :INSPECTOR . �I_Yt'Ik:AL _5-tH-LET SECTION NO SCALE ( CAL ABASH AVEN41f REAMED B FoR RCK1151"nt oNZ-y T1 -11s 9HEE7- ENGIINEERS CIVIL ENGINEERING, PLANNING, LAND SURVEYING 6820 AIRPORT DRIVE RI E IDE, 9 (909) 588-0241 /2 4/Z 0 QRoF ESS/ pNgl N0. 53390 y � EXP. 6-30-99 CIVIC ��\P OF- c!\_\� O (.t.;. t. IByJG 1 4 Aw. y PE',e ri//s T.V,4Cr' FL/ra/ /,V4P I 0 2.5_L 4,.5 49 /0 ` /o' �' 4.5'_T 6.5 C. IV V£:7f9ENr .07 .!r!' . o7 �� r � •/ a ?�° __ Pte_ �� _....,.... ,.,�• r��e fra01'� --' ;-r -woo - 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 SPECIFICATIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 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 WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS* 8. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL EACH UTILITY PRIOR TO ANY WORK. 9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 10. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 611 BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED T_6 GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 11. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL -UTILITIES �j 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. 13. AS BUILT -DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 14. 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, 15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 16. STERILANT REQUIRED UNDER. ALL A. C. PAVEMENT 17. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 18. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 19. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT_, MEANS. TRENCHES LESS THAN FIVE (5), FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 20. THE CONTRACTOR(S) 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. 21. NO TRENCH BACKFILL SMALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE C I TY ' S :INSPECTOR . �I_Yt'Ik:AL _5-tH-LET SECTION NO SCALE ( CAL ABASH AVEN41f REAMED B FoR RCK1151"nt oNZ-y T1 -11s 9HEE7- ENGIINEERS CIVIL ENGINEERING, PLANNING, LAND SURVEYING 6820 AIRPORT DRIVE RI E IDE, 9 (909) 588-0241 /2 4/Z 0 QRoF ESS/ pNgl N0. 53390 y � EXP. 6-30-99 CIVIC ��\P OF- c!\_\� O (.t.;. t. IByJG 1 4 Aw. y