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Home My WebLink About1136-1GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPEC I FICAT IONS , PUBLIC WORKS Dc. , 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 SURFACES SHALL CONFORMAN 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 TESTS 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.' 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, 10. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 9 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 'CONSTRUCTION SECTION 306-1.1.6. 11. ALL MANHOLE 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. 12. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 13. 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. 14. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. 15. WATER VALVE G&VERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. ]6. AS -BUILT PLANS SHALL BE PROVIDED BY THE�CONTRACTOR TO THE CITY OF FONTANA. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINE AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. a ��►r� sine's Aig STREET c� 33' T•YP ,�orH srv�z 1p /u1 xa z� TYPICAL' STREET SECTION SHOWING TYPICAL UNDERCCU'T^ AT /STREET AND SIDEWALK' ca PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THL NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINIPJG, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY 'SHALL BE BROUGHT TO THE ENGIINEER'S ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS Or" RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. INDEX MAP . OIPLA/J AND. Pf4c �HEE'j' NUMF3ER L 67' .AME. Q► STA. 1+ 49z A& IMPROVEMENT TRACT N0,0 12247 FONTANA, CALIFORNIA Ag" 1=*►CwaoO G $eEa" VI TSTA L901 `/ E 1-1,u'T'Woo�p s COu 2T TYPICAL FLANS i RAMPED CURS RETURN r, r. s. i R s.-pls .1.74E L EMvaIwG�D C�c1 RT OrAus 6TA. 3 +00.00 5' r R t=�1✓ A .5 uric/rY O 1114 "�aR F' eo „ Zip r 1 1Q• PER FGZjr STREET SECTIONS, KrS. �--T 1�ASE 3 STA. 2-t-oo. pQ viUilvI I r MAr QUANTITY ESTIMATE �tJo, i rem' a414,41 7-17'Y 1 t GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPEC I FICAT IONS , PUBLIC WORKS Dc. , 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 SURFACES SHALL CONFORMAN 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 TESTS 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.' 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, 10. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 9 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 'CONSTRUCTION SECTION 306-1.1.6. 11. ALL MANHOLE 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. 12. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 13. 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. 14. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. 15. WATER VALVE G&VERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. ]6. AS -BUILT PLANS SHALL BE PROVIDED BY THE�CONTRACTOR TO THE CITY OF FONTANA. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINE AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. a ��►r� sine's Aig STREET c� 33' T•YP ,�orH srv�z 1p /u1 xa z� TYPICAL' STREET SECTION SHOWING TYPICAL UNDERCCU'T^ AT /STREET AND SIDEWALK' ca PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THL NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINIPJG, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY 'SHALL BE BROUGHT TO THE ENGIINEER'S ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS Or" RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. INDEX MAP . OIPLA/J AND. Pf4c �HEE'j' NUMF3ER L 67' .AME. Q► STA. 1+ 49z A& IMPROVEMENT TRACT N0,0 12247 FONTANA, CALIFORNIA Ag" 1=*►CwaoO G $eEa" VI TSTA L901 `/ E 1-1,u'T'Woo�p s COu 2T TYPICAL FLANS i RAMPED CURS RETURN r, r. s. i R s.-pls .1.74E L EMvaIwG�D C�c1 RT OrAus 6TA. 3 +00.00 5' r R t=�1✓ A .5 uric/rY O 1114 "�aR F' eo „ Zip r 1 1Q• PER FGZjr STREET SECTIONS, KrS. �--T 1�ASE 3 STA. 2-t-oo. pQ viUilvI I r MAr QUANTITY ESTIMATE �tJo, i rem' a414,41 7-17'Y 1 CONSTRUCT 22" AC OVER 12" COMPACTED NATIVE SOIL q,823 SF 2 CONSTRUCT CONCRETE CURB AND GUTTER (8" CF) PER CITY .4F' qc;3_ LF OF FONTANA STANDARD DETAIL 101. 3 CONSTRUCT CONCRETE CURB AND GUTTER (6" CF) PER CITY 5,311 LF OF FONTANA STANDARD DETAIL 101 I 4 CONSTRUCT CONCRETE CURB FACE TRANSITION (FROM 40 LF 8" CF TO 6" CF) 5 CONSTRUCT STANDARD CROSS GUTTER PER CITY OF IA44 SF FONTANA STANDARD DETAIL 104 6 CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH 1%4&4 SF AND LOCATION PER PLAN 7 CONSTRUCT RAMPED CURB RETURN PER CITY OF $ EA FONTANA STANDARD DETAIL 104A 055YI66V vwr P5rA/L 8 CONSTRUCT SIDEWALK RETURN PER P 2,29Co SF 9 CONSTRUCT CONCRETE LOCAL DEPRESSION PER DErA/L 3l0 LF o/V 10 INSTALL STREET NAME SIGN (FURNISHED & INSTALLED BY THE CITY) - EA 11 INSTALL STREET LIGHTS (FURNISHED & INSTALLED BY SCE CO. 1C° _ EA 12 PLANT STREET TREES EA (/5;) -Z EA /4 /N5%AL.L. ?2E4TEz2 �E`r,41Z e>Aj s"7 : Z LF Ito AYOAMAr S�Na�bd�l1 o�AY,� P � C�7y 1015400 5F C� l LJ4AJT1'Ty UA.//T NO. /TQM I.CILA=-T ��P ,pE774/4S Gti/ 15H7. :G' Z 10MA . r 2� A -F.4 Z�j GGJVST�L-!GT 21� �/ Q•G•T? �C��%GJS // L J s7 Z�I .L•I�