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Home My WebLink About1350-1F » 41. 37 36-35 34 33 31 42 143 Q LOCATIONMAPN19 6160595856 55 ��A 50151 152153 154 JURUPA 62 70 77 76 75 74 73 72 71 SCALE: 1" 100, AVENUE 80 90 �- /5 carsisrRucr .� % "A. c oVE�' �2- .con�PAc. r-�,o na�'"rvE 5oi� 88 s. F 82,88 Z. to i� (q 632 L.F 4 CON57lezIcr CO/Nc/2jeTE CZIRe 4N,O GeI77 e t' (6 7'RA1Ve17"/OXY To A3 "G� PElall /925 4F Q' CO/Y.5TievcT 57AA0AR0 eR05,6 0417-7-,4=1e,112a 4;,0AY,0hY i� lam' CITY OF FON7,4- 44 .6 -,4&0A,00 4�~T,4/L /54. ?, 000 ,sem 2(� c01-1.57�MC7- -19' 771/CIe Cl iyC�E7-E -61,,eWAcLf M%Orll AYO ZOCA71 1Y AFR t191 -4N. 2825 StovfR AVENUE 84 85 86 87 10, A,0clv-57" IWAN17VI-0 COYEV46 70 GRA.C,,' RZE e,0467411_ 16!9 183 N cC01>1571ErZ11fv'�-1 F0ivrq/YA b7A9 OARv 0474/1 /04 A. 3 ICA JURUPA AVfXl? 1 nWl PROJECT �r�� -- - Y S.A 2 CON�671 r fl, C. DY iE'�C�9 �' A/Y,O fZ147h ME /Q,EQIW/Ifsp.. 5B0 lF. 31TE SAW, Cl/7' f1/YO '�"/s1C>� ,�'X/5T//YC9 .S'PAII/Di�EL 75 �/7 LOCATIONMAPN19 6160595856 55 ��A 50151 152153 154 JURUPA 62 70 77 76 75 74 73 72 71 SCALE: 1" 100, AVENUE 80 90 �- /5 carsisrRucr .� % "A. c oVE�' �2- .con�PAc. r-�,o na�'"rvE 5oi� 88 s. F 82,88 Z. to i� (q 632 L.F 4 CON57lezIcr CO/Nc/2jeTE CZIRe 4N,O GeI77 e t' (6 7'RA1Ve17"/OXY To A3 "G� PElall /925 4F Q' CO/Y.5TievcT 57AA0AR0 eR05,6 0417-7-,4=1e,112a 4;,0AY,0hY i� lam' CITY OF FON7,4- 44 .6 -,4&0A,00 4�~T,4/L /54. ?, 000 ,sem 2(� c01-1.57�MC7- -19' 771/CIe Cl iyC�E7-E -61,,eWAcLf M%Orll AYO ZOCA71 1Y AFR t191 -4N. 2825 EA 84 85 55 ��A 50151 152153 154 JURUPA 62 70 77 76 75 74 73 72 71 SCALE: 1" 100, AVENUE 15 14 �W � 16 13 I� h17 12 � 18 30 29 28 27 26 25 24 23 22 21 20 19 � STREET IMPROVEMENT PLANS TRACT NO,, I FONTANA, CALIFORNIA 91 109 92 108.. 110 93107,..... � 9410t I�, j 112 95 105 l � 113 qs ioa �W iia 97 103 l 115 �t11 iib fix N` 98 99 100 101 102 117 10 -�9 � 8 I 7 I s 15 I 4 13 I 21 i CONSTRUCTION NOTES AND QUANTITY ESTIMATES N0. 80 90 �- /5 carsisrRucr .� % "A. c oVE�' �2- .con�PAc. r-�,o na�'"rvE 5oi� 88 s. F 82,88 Z. to i� (q 632 L.F 4 CON57lezIcr CO/Nc/2jeTE CZIRe 4N,O GeI77 e t' (6 7'RA1Ve17"/OXY To A3 "G� PElall /925 4F Q' CO/Y.5TievcT 57AA0AR0 eR05,6 0417-7-,4=1e,112a 4;,0AY,0hY i� lam' CITY OF FON7,4- 44 .6 -,4&0A,00 4�~T,4/L /54. ?, 000 ,sem 2(� c01-1.57�MC7- -19' 771/CIe Cl iyC�E7-E -61,,eWAcLf M%Orll AYO ZOCA71 1Y AFR t191 -4N. 2825 EA 84 85 86 87 10, A,0clv-57" IWAN17VI-0 COYEV46 70 GRA.C,,' RZE e,0467411_ 16!9 183 N cC01>1571ErZ11fv'�-1 F0ivrq/YA b7A9 OARv 0474/1 /04 A. 3 ICA 1 nWl �r�� -- - Y 15 14 �W � 16 13 I� h17 12 � 18 30 29 28 27 26 25 24 23 22 21 20 19 � STREET IMPROVEMENT PLANS TRACT NO,, I FONTANA, CALIFORNIA 91 109 92 108.. 110 93107,..... � 9410t I�, j 112 95 105 l � 113 qs ioa �W iia 97 103 l 115 �t11 iib fix N` 98 99 100 101 102 117 10 -�9 � 8 I 7 I s 15 I 4 13 I 21 i CONSTRUCTION NOTES AND QUANTITY ESTIMATES N0. ITEM QUANTITY UN IT /5 carsisrRucr .� % "A. c oVE�' �2- .con�PAc. r-�,o na�'"rvE 5oi� 123, 030 s. F e0m;rtemcr CONC/eETE Cl/F AN,D Gr/Tree Circ OF FONTANA .97A- NDA�;O OETsI/L /o/J. Z. to i� COM67 elCT. CONC2E'7-.= 012,3 4NO GUTTER �9""C,=. RE2 Clre OF OIY7XNA �67,4/'/O'ARa DETq/L /aI.) 632 L.F 4 CON57lezIcr CO/Nc/2jeTE CZIRe 4N,O GeI77 e t' (6 7'RA1Ve17"/OXY To A3 "G� PElall /925 4F /9 CO/Y.5TievcT 57AA0AR0 eR05,6 0417-7-,4=1e,112a 4;,0AY,0hY i� lam' CITY OF FON7,4- 44 .6 -,4&0A,00 4�~T,4/L /54. ?, 000 ,sem 2(� c01-1.57�MC7- -19' 771/CIe Cl iyC�E7-E -61,,eWAcLf M%Orll AYO ZOCA71 1Y AFR t191 -4N. 2825 EA -n AC/!/57' 11AI C0rE,e6 L0 NEYY &Ie40,16 10, A,0clv-57" IWAN17VI-0 COYEV46 70 GRA.C,,' RZE e,0467411_ 16!9 cC01>1571ErZ11fv'�-1 F0ivrq/YA b7A9 OARv 0474/1 /04 A. 3 ICA 32 N4 S.A 2 CON�671 r fl, C. DY iE'�C�9 �' A/Y,O fZ147h ME /Q,EQIW/Ifsp.. 5B0 lF. SAW, Cl/7' f1/YO '�"/s1C>� ,�'X/5T//YC9 .S'PAII/Di�EL 75 �/7 m/w 50� F � �/MPRorL<MEeVTJ i.. TYPICAL STREET SECTION NO SCALE le1w i 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 6" BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE R-ArS-ED T`0 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 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 SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CTTY+S INSPECTOR. 22. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. STORM DRAIN QUANTITY s� i %RpF ESS/p�, No. 14375 civiv- OF CM1�� 39.32 � f5�v ITEM QUANTITY UNIT /5 CON,5TRl/CT D)FOPIR T PL -9 C/T Y STD,. I2/ W' 4 V=5' 2 EA. CON5TRUCT STOW DIFNIN M.H. PER CITY 57D ll2 i� C0N5TRl/CT .TUIVeTION 5TfRC/CTURE' TYPE 77,, PEiP XrV-51V 6 I EA i8 COA15TV T l , "ff C,P. 5T051 DRAIN 2000 D 240 L. F /9 Sff CUT REMOVE AND TeEFLACE E r15T/NG A 0 )pMf,.�lilEiVT /38 S F. 2(� CUrVSTRUCT DJeA•/N P�lZ CirY 5TD �/.Z4'A ,5�� / t � �. EA -n 10, s� i %RpF ESS/p�, No. 14375 civiv- OF CM1�� 39.32 � f5�v