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Home My WebLink About1177-1GENERAL 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 SURFACES 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. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORTING 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. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. 15• AS -BUILT PLANS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 16. 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. El I4'A/ Fin BOTH s�a,�S 40`5 3 ' 7"`,� ,9D7W S IrW-W 0 ,TYPICAL. STREET SECTION SHOWING TYPICAL UNDERCUT AT STREET AND SIDEWALK V: /o I RIVATE 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 THE 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 CONTRAC- TOR'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 JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORI- ZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. - �wi�i1�� .. .. ,. r _. -.... ��i+...r� 7>r"- 3� .. t. 9,- .. �-r� � .- p -,. .xl, _�,-.. ,,... '-`". �,+ °.:7;�f• ear*«�: .. p. :.:�' F I�ye�i�r. », i��,,:: iiw� oaf ... ,rE.: yy*�rv�.i+t� STREET IMPROVEMENT IPLANS TRACT N0. 1224$ FONTANA, CALIFORNIA 4. 9/1 W s0 UTILITY aE�Mr. TYPICAL REVISED RAMPED CURB 1RETURN N• TS. SCALE: I"= 200 .INDEX MAP it LE_ GEND O SHEE T�NUMBER X� STREET LIGHT L STREET NAME SIGN TYPICAL STREET SECTION, 4.5f 7' 4.5 A- c. AA VOM �I - 0 r 0/1 p a / as •e • • ••• •+ • 4.1 •0 0• /t" GdMpd GT�� .V�tTr✓� BASF r r/w VICINITY MAP lu--rs. =m QUANTITY ESTIMATE - _r NO. STREET ITEMS QUANTITY UNIT 1. CONSTRUCT 21" AC OVER 12" COMPACTED NATIVE SOIL. �Q�'9�Q jrl.- 2. CONSTRUCT CONCRETE CURB AND GUTTER (8" CF) PER CITY OFQ� FONTANA STANDARD DETAIL 101. `f- 3. CONSTRUCT CONCRETE CURB AND GUTTER (6" CF) PER CITY OF FONTANA STANDARD DETAIL 101. �8� `� 4 CONSTRUCT CONCRETE CURB FACE TRANSITION (FROM 8" CF TO 6" CF). Zg� 5. CONSTRUCT STANDARD CROSS GUTTER PER CITY OF FONTANA STANDARD DETAIL 104. /04V x/c. 6. CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND LOCATION PER PLAN . 7. CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STANDARD DETAIL 104A (REVISED PER DETAIL). GCONSTRUCT SIDEWALK RETURNS PER PLANS. 9 CONSTRUCT CONCRETE LOCAL DEPRESSION PER DETAIL ON SHEET. ,2O z 100 INSTALL STREET NAME SIGN (FURNISHED AND INSTALLED BY THE CITY). ry Lr_ -A. 11 INSTALL STREET LIGHTS (FURNISHED AND INSTALLED BY S.C.E. COMPANY). . 12 PLANT STREET TREES. i 13 CONSTRUCT BARRICADE PER CITY OF FONTANA STANDARD DETAIL 118. INSTALL TREATED REDWOOD HEADER PER DETAIL ON SHEET. m14 5 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF FONTANA STANDARD DETAIL 102 (W = 161). 16 REMOVE BARRICADE. ,, Z. f' NO STORM DRAIN ITEMS QUANTITY UNIT 1 CONSTRUCT DROP INLET PER DETAILS ON SHEET. 5 &PER 57D•121 2 LrA 3 REMOVE AND DISPOSE OF EXISTING CONCRETE PIPE CLOSURE. 4 _ 5 1 CONSTRUCT z-70 R.C.P. (CLASS III). Aff `/7' 6 CONSTRUCT 24" R.C.P. (CLASS IV }. .%f� �•� 7. F .I