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HomeMy WebLinkAbout1310-185817 0 RIVERSIDE 3 SLOVER AVENUE J URUPA AVENUE PROJECT SITE AVENUE VICINITY MAP NO SCALE L-,-- Nz� � 3 2 5 4 6 8 ��� 36 9 �c. 37 38 3c O J � 10 � 35 34 33 32 31 3C L /VE R/W 2 /2"COMP,4cTED - �`/MPRaVE'�EN7".� TYPICAL. STREET SECT) -.ON NO SGAk&- N a SCALE: I"= 100 STREET IMPROVEMENT PLANS N0. TRACT 2690 FONTANA, *CAL "m, IFORN�.IA. 0 0 AVENUE WSW CONSTRUCTION NOTES AND QUANTITY ESTIMATES NQ ITEM QUANTITY 5 E S'HZ ET 2 ® CONS i2C/C7" C'ONCRE7"E CC/R,0 41%0 (�a- "C:,�= PER 13 14 15 16 17 18 19 20 21 22 L /VE R/W 2 /2"COMP,4cTED - �`/MPRaVE'�EN7".� TYPICAL. STREET SECT) -.ON NO SGAk&- N a SCALE: I"= 100 STREET IMPROVEMENT PLANS N0. TRACT 2690 FONTANA, *CAL "m, IFORN�.IA. 0 0 AVENUE WSW CONSTRUCTION NOTES AND QUANTITY ESTIMATES NQ ITEM QUANTITY UNIT Q CU/Y.57-RUC7' 2 % "A. C, 0Y�"R /R"c'o1lP�Cr,"0 N,4T/YE 601 175, X54 s F ® CONS i2C/C7" C'ONCRE7"E CC/R,0 41%0 (�a- "C:,�= PER 6z 7-8 L . F ® C1 7 -1v 01cr /=0N A- NA s 5719/Y1_-)A1?0 bD57,911_ /0/,). 100 L.T. Q CON.67 cec/CT' CONc2Er-E CUR.5 41YO 66/77'E12 (8"C./=PEle 3, 581 Dwq. No. /3/D 7 C/77Y OT' �'0A17A- IYA ST,4/Y'D.4R.0 .0e74-16 /o/) ® CQIY.ST,2C/C7" C01VC2E7-5,Cf/R5 AND ql/?" 7 e1C(6"C1, T2/aNS/i/D To "c.F PE�2 c�rY of �o/YrANA sr1qN,o,4PF0 zee 4/G /oil. 244 CoiY.STRUC7".6rA1Y/JA2-D CleoSS OuTr,62 4/Y0 sfA11,0REGG �E ' C/?"Y orc' 19ON7.�1//fl. s i�1/�/,DA/2,0 ,0E7,4/6 10 Q CQ1Y r�UCr -/„ 7/- //c/e coNcleerE" szoEyYo mo 7x/ ,41 o 40CAT/o1Y RCle 1'::U/Y, ® 4DdUS7_ YAC. Yu' COYER,5 TO ,A16 Y 6,e4,06 ® A,o✓u5 T �r/Ai�yo� E COYE,2s ro <F1V,4aC /09 CON5 7'�C/CT 1,041V/::'C--,0 elle. >e7-u/zN PE'R Cl 2-r of j,c:ONTf11Y.q STA/`//.?,f1RCJ---,e7,- 1951? C/?"Y 0,,a -,=0N2 -,41V,4 5T�/yDA�P ,0457.4/G //8. " REQ/, I DATE. DESCRIPTION w O" APP. 7�4 V GENERAL CONSTRUCTION NOTES 1. THE 'CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS" OF THE CITY STANDARD" SPEC t F I CAT I O.NS, 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 bEPARTMENT 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. 9. ALL MANHOLE FRAMES AND COVERS SHALL 'BE CONSTRUCTED 611, 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 PRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO - GRADE 13Y PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 11. �EFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 12., AHE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES ND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, LELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, ANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, 'STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 48 -HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITIES, NOTIFY: 13. �S BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH,PLANS AND THE :SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICE SHALL ;IMMEDIATELY REPORT SAID CONFLICE OR POSSIBLE•CONFLICT TO THE OWNER'$ REPRESENTATIVE. 15. 'CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE +SPECIFICATIONS AND WHERE THERE IS OR MAY BE A -CONFLICT SHALL 6WNERIS IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE REPRESENTATIVE. 16. STERILANT REQUIRED UNDER ALL-A.C. PAVEMENT. 17. ALL -EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLORA AND EINSIH TO ALL ADJOINING CURBS AND SIDEWALKS,. - 18. 0 CONCRETE SHALL BE PLACED UNTIL THE FORMS, AND REINFORCING STEEL AS BEEN PLACED, INSPECTED .AND APPROVED. 19. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET SIN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE C5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION; INDICATES HAZARDOUS -GROUND MOVEMENT MAY BE EXPECTED. ' • Y 20. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE ®IVISION 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 'CITY'S INSPECTOR. e zr . - .ate .. •,! ` - 5' '#-..''f -z -_ _a ,t. •.� STORM DRAIN QUANTITY ITEM OUAMM UMIT Q ['ONSTRUCT DITP INLET W = l4' (PER CITY 5TD #120' 1 EA. z0 C0A/5T CT 15 TYPE V PER DE TW lL . ON 5#T. Z 1 Ell. ® COIUSTKUCT Z4" R.C.P. ZOOO D CLASS Y 100 L.T. I MCCUTCHAN CO., INC. 265 N. SAN GABRIEL BLVD, (818) 795-5162 PASADENA, CALIFORNIA 91 107 Approved : '/3' GERALD E. TUTT R.C.E. 14375 Date CITY OF FONTANA , CALIFORNIA PUBLIC WORKS DEPARTMENT Drawn by : C/ SOUTHRIDGE VILLAGE TRACT NO. 12690-1-2-3-4 STREET IMPROVEMENT PLANS Scale lf"fdo' Designed by: C °Date: Ev . 11 1986 Checked by: 6C .�. . J. Approved: � . 2 �'� CITY ENGINEER R.C. E. 189.32 Dwq. No. /3/D 7