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HomeMy WebLinkAbout1329-185817 SCALE: I"= 100' STREET IMPROVEMENT PLANS TRACT N0. 12686,-I,-2 FONTANA, CALIFORNIA OAK _ AVE' IR NO SCALE 6 7 8 9 `3'� 00 1 40CA r/ON MA12 110r rO 5CA,c.0 CONSTRUCTION NOTES AND QUANTITY ESTIMATES N0. ITEM QUANTITY Rlw O CONSTRUCT 21/2 to A.C. OVER -1211 COMPACTED NATIVE SOIL. 88, //C, u'F O2 Z3 , ?.S' OF FONTANA STANDARD DETAIL NO. 101). O3 CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL PER D CITY OF FONTANA STANDARD DETAIL NO. 104. A. C. PIWFllfffNr ® CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND LOCATION ? % i 14�' ESP f� 20962. SF. PER PLAN. ►�It ? /�"�OMP,4�'rE0 ., f`/MPRo'✓EMEA/T.� 2 .tG4T/YE Joii a �' ___TYPICAL._ STREET SECTION NO SCALE 6 7 8 9 `3'� 00 1 40CA r/ON MA12 110r rO 5CA,c.0 CONSTRUCTION NOTES AND QUANTITY ESTIMATES N0. ITEM QUANTITY UNIT O CONSTRUCT 21/2 to A.C. OVER -1211 COMPACTED NATIVE SOIL. 88, //C, u'F O2 CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. PER CITY OF FONTANA STANDARD DETAIL NO. 101). O3 CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL PER CITY OF FONTANA STANDARD DETAIL NO. 104. ® CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND LOCATION 20962. SF. PER PLAN. O5 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA 8A. STANDARD DETAIL NO. 104A. © CONSTRUCT BARRICADE PER CITY OF FONTANA STANDARD DETAIL NO. 118. 3 ,EA 7 ADJUST VALVE COVERS TO NEW GRADE. ADJUST MANHOLE COVERS TO GRADE PER CITY OF FONTANA :STANDARD .DETAIL NO. 109. 0 CONSTRUCT CONCRETE CURB AND GUTTER (Co"C.F TRANSITION /38 L.F. TO 8" C.F PER CITY OF FONTANA STANDARD DETAIL NO:•' 101) 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 ELEVATIO`I IN THE FIELD. 9. ALL MANHOLE FRAME=S 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 SMALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 11. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 12. THE CONTRACTOR (S) GHAL t.. COORC� I NATE CONSTRUCTION WITH ALL UTILITIES AND OTHER Ii PROVE t"IE N''S INCLUDING, BUT NOT LIMITED T0, GAS, TELEPHONE, ELECTRICAL -1 L LGHT I N'G, '"LEV I S I ON CABLE,, LANDSCAPING, LANDSCAPING IRRIGATION., DOMESTIC WARECLAIMLD 14ATER, SEWER, STORM DRAINAGE, FLOOD CONIC.ZOIL SYSTEMS, 48 -HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITIES, NOTIFY: 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH IPLANS AND THE SPECIFICATIONS, AND WHERE: THERE IS OR, MAY E3': A ;ONFL. I CE SHALL IMMEDIATELY REPORT SAID CONFL I C;r= OR FOSS I BI.L CioNF L I CT 'TO '11 -HE OWNER'S REPRESENTATIVE. 15. CONTRACTOR IS INSTRUCTED TO REFER 'TO THESE PLANS AND THE. SPECIFICATIONS AND WHERE THERE IS OR MAY BF A CONFLICT SHALT 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, COLORA AND FINSIH 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 3.06-1.1.6. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. McCUTCHAN CO., INC. CITY OF FONTANA , CALIFORNIA 265 N. SAN GABRIEL BLVD. (818) 795-5162 PUBLIC WORKS DEPARTMENT PASADENA, CALIFORNIA 91 107 Drown by:.D B SOUTHRIDGE VILLAGE scale :l„_ 100, Approved : p� 3 S g� TRACT NO. 12686, 1 - 2 GERALD E. TUTT R.C. E. 14375 Date Designed by: STREET IMPROVEMENT PLANS Date 0 F Checked by: 3 ��_ �� Dwq. No. 1 REV. DATE DESCRIPTION APP. Approved : /3z� 4 J•T.J • M.C. CITY ENGINEER R.C.E. 189,32