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GENERALNOTES .
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THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS�k
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AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS TREET IMPROVEMENT PLANS
DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY
STANDARD SPECIFICATIONS,.
2. CONSTkUCtiON PERMItS SHALL iE 013TAtNEO FROM MONTANA PUELtC WORKS SOUTHRIDGE VILL GE:
DEPARTMENt PRIOR tO StAI1t OF ANY WORK WITHIN THE CITY L I M I tS .
3 STAt ONING REFERS TO #'H8 CENt9ALtNtS OP STREET EXCtOt WHERE OtHERWISL
NOTED. PHASE ]a
4. CURB DATA REFERS TO THE FACE OF THE CUkB.
5. ALL EXPOSED CONCRETE SURFACES SHALL. CONFORM IN GRADE, COLOR AND FINISH TO FON AN CALIFO NI
ALL ADJOINING CURBS AND SIDEWALKS.
6. PAVEMENT''ECTIONS SHOWN ARE MINrMUM AND SUBJECT TO"REVISION AND APPROVAL
OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH
GRADING.
i. ALL UNDERGROUND WORK SHALL Of COMPLETE6 PRIOR TO PAVING OF STREETS.
1. EXISTING UNDERGROUND UTtLITIE"S ARE AS OR AVAILABLE RECORDS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND
ELEVATION IN THE FIELD.
9. THE WALLS AND FACES OR ALL EXCAVATIONS GREATER THAN FIVE (5) PEtt `IN DEPTH
SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND ORi
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 CONTRACTORS) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH
WORK AS DESCRIBED IN DOTE 9 ABOVE FROM CALIFORNIA STATE DIVISION OF
INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION SECTION 306-1.1.6. ---Zy --- "z�
✓URUPA r AVENUE
11. ALL MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE �
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BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR
AFTER COMPLETION OF PAVING.
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1126 REFER TO CITY OF FONTANA.. UNDERGROUND UT I L I'CY LOCATION STAIMARD DETAIL
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13 THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND !
OTHER IMPROVMENTS INCLUDING, BUT NOT LIMITED T0, GAS, TELEPHONE, WI
ELECTRICAL, LIGHTING, TELEVISION CABLES, LANDSCAPING, LANDSCAPING —
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IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGES, FLOOD
CONTROL SYSTEMS, ETC. ( 1
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14. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONSTRACTOR TO SHADOW DRIVE �
CONSTRUCT THE WORKS TO THE PLAN GRADES. �►-- —'""� �' /
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1115. WATER VALVE COVERS SHALL BE RAISED TO GRACE BY THE LAVING CONTRACTOR.
166 AS BUILT DRAWINGS SHALL_ BE PROVIDED BY THE CONTRACTOR TO THE CITY OF - � SCALE I"=500 1 -4
k FONTANA.
�17. CONTOURS SHOWN BASED ON THE PLANS REPRESENT CONDITIONS PRIOR TO GRADING.
REFER TO GRADING PLANS FOR FINISH AND ROADWAY SUBGRADES.
118. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT
I THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA
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a STANDARD DETAILS.
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19. A PERMIT SHALL BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPARTMENT PRIOR MAJqLAY✓
TO ANY CONSTRUCTION ON THIS PROJECT.
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'20. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND, AND TELEPHONE OR POWER POLES,
WATER METERS, VALVES, HYDRANTS, ETC., SHOWN OR NOT SHOWN ON THESE PLANS
WITHIN THE LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE
IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED AT NO COST T0,
THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT. IT SHALL BE THE
OWNER'S RESPONSIBILITY TO NOTIFY ALL A(►ENCIES CONCERNED. d SII J
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X21: AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED LP l~'
't STRUCTURAL SECTION SHALL BE SUBMITTED EKY THE TRACT ENGINEER TO THE SAN A /�
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BERNARDINO COUNTY TRANSPORTATION DEPARTMENT FOR REVIEW AND EVALUATION. /� �-�' `��
APPROVAL WILL BE GIVEN WHEN ALL STRUCTLRAL SECTION REQUIREMENTS HAVE BEEN; QV
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MET. "000,
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-- - � / � `^ CAN VRI VE
22.- COMPACTION TESTS OF.EMBANKMENT CONSTRUCTION, -TRENCH BACKFILL, COMPACTING
4 ORIGINAL GROUND, AND ALL SUB—GRADES SHALL BE PERFORMED AT NO COST TO SAN G��i �' �SME�r No
j BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE _1=�
SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF THE SAN BERNARDINO
COUNTY TRANSPORTATION DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE 4,/ 0113
MATERIALS AND/OR SURFACING. �+ looe/
23. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE OAIC
f CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT
LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY:
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A) R—VALUE SIEVE ANALYSIS AND SAND EQUIVALENT OR AGGREGATE BASES.
'5 H E E 40,,4 _
kEST .3
B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 3_1
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24. CONTRACTOR SHALL NOTIFY OH140 BASIN MU'RICIPAL WATER DISTRICT (CBMWD), TELEPHONE
NO. (714) 987-1712-, ATt-%LEAST 24 HOURS, PRIOR TO STARTING CONSTRUCTION.
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PRIVATE ENGINEERS NOTICE TO CONTRACTOR
1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR 0THE;.tS.
AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXiiNiATE
LOCATION AND EXTENT.
2. IT SHALL BE THE CONTRACTOP.'S RESPONSIBILITY TO DETERMINE THE NATURE OF
EXISTING GROUND AND/OR TETE FINISHED GRADE IN THE VICINITY OF THE PROPOSED
c'S RUCTION AREA 1MMEDIATELY PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PRUTECTA
THE UTILITIES OR STRUCTURES FOUND AT THE SITE. T SH `L:f it_ THE CONTRA&. ;e. �
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILI':'IE OR S'I"PUCTURES CON, EQfw
BEFORE STARTING WORK.
4 • THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE '" .. is u k% %.w t <' :t'^
OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY b.-,7.aOk4l i. of ` 4;
LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALT, BE '-El ENG71rEE�:' ;
ATTENTION PRIOR TO CONSTRUCT ON, O'_"hEkwISE THE CONTJiA'% 0R AS -7 14,_
RESPONSIBTLITY FOR ANY COSTS OF RELOCATION OR ADDITIO L ^f1�,Tc
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BASIS C)F BEARINGS FOR THIS RR SFlKF_ ON PP * 674320E AT
SURVEY IS THE SOUTH LINE OF THE INTERSECTION OF JURUPA
THE S.W. 1/4 SEC. 34 TAKEN AS AVE. AND MULBERRY AVENUE
E FEF C0UNT918 4C'
IJ -_VE YOR'S FLIT C.S.71IC
ROJECT SITE
VICINITY MAP
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