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1.
GENERAL. NOTES
ALL WORK SHALL K DONE IN ACCORDWE WITM THIS PLAN AND THE SAN BERNARDINO
RANCHO
COUNTY STANDARDS AND SPECIFICATIONS.
2.
A PERMIT WILL BE REQUIRED FROM THE COUNTY OF SAN BERNARDINO PRIOR TO ANY
ENCROACHMENT OR CONSTRUCTION WITHIN THE COUNTY OF SAN BERNARDINO
EASEMENTS OR RIGHT-OF-WAY, MIO A CONSTRUCTION PERtiAT IS ALSO REQUIRED FROM
4TH. STREET
THE CITY OF FONTANA, ENGINEERING DIVISION, FOR WORK WITHIN CITY OF FONTANX
3.
IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE OF ROAD OR
CITY. OF
DRAINAGE FACILITIES. A SOILS STERMLANT REGISTERED BY THE E.P.A. FOR USE
UNDER A.C. MID P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S
RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.
4.
AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE
PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY A SOILS ENGINEER
TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT FOR REVIEW
AND EVALUATION. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION
REQUIREMENTS HAVE BEEN NET.
S•
COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL,
COMPACTING ORIGINAL GROUND *0 ALL SUBGRADES SHALL BE PERFORMED
AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE
COMPACTION TESTS SHALL K SUBMITTED TO THE CONTRACTS ADMINISTRATION
DIVISION OF SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT FOR
APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIAL AND/OR SURFACING.
6.
AT THE COMPLETION OF LAVING, A MATERIALS REPORT SHALL BE SUBMITTED
TO CONTRACTS ENGINEER OF SAN BERNARDINO COUNTY TRANSPORTATION
LISTING ALL TESTS OR DETERMINATION COMPLETED TO VERIFY
A. R -VALUE, SIEVE ANALYSIS AND EQUIVALENT OF AGGREGATE BASES.
B. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING.
7.
ALL LATERAL CUTS IN COUNTY MAINTAWD ROADWAYS SHALL BE TESTED TO
VERIFY DENSIFICATION TO 907. RELATIVE COMPACTION (R.C.) AT VARYING DEPTHS
TO WITHIN 0.5' OF GRADING PLANE. THE TOP 0.5' SHALL BE DENSIFIED TO 957..
a.
ALL LONGITUDINAL CUTS SHALL K TESTED IN ACCORDMACE WITH THE SPECIFIED
LIMITS AND FREQUENCY AS OUTLINED IN SECTION 6 OF THE SAN BERNARDINO
COUNTY STANDARDS AND SPECIFICATIONS.
9,
IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT, DIKE, CURB, AND/OR
GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK
UNTIL COMPLETION.
10.
TRANSPORTATION DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER
SYSTEM OR ESTIMATE OF QUANTITIES
00 tN 11.
A PERMIT SHALL BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPARTMENT
Or
PRIOR TO ANY CONSTRUCTION ON THIS PROJECT.
N
0
12.
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
DEVELOPER'S EXPENSE, AND AT NO COST TO THE SAN BERNARDINO COUNTY
TRANSPORTATION DEPARTMENT. IT SHkL BE THE DEVELOPER'S RESPONSIBILITY TO
NOTIFY ALL AGENCIES CONCERNED.
13.
EXtSTI NG COUNTY ROADS WHICH REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR
JRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION.
14.
ALL STRIPING AND PAVEMENT JIARKIVGS NOT SHOWN ON PLAN, OBLITERATED DURING THE
CONSTRUCTION OR BY AC OVERLAY, SHALL BE REPLACED IN CONFORMANCE WITH THE
CURRENT EDITION OF THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA, D.O.T.
15.
THE PRIVATE ENGINEER IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY
OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION,
THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION
AND REVISE THE PLAN FOR APPROVAL BY THE COUNTY OF SAN BERNARDINO.
16.
SHOULD ANY EXISTING STOP SIGN BE LOCATED ON A DEVELOPED CORNER OF AN
INTERSECTION IT DUST BE MAINTAINED IN PLACE NEXT TO THE EXISTING PAVEMENT
UNTIL SUCH TIME AS THE WIDENED ROADWAY IS OPEN FOR TRAFFIC. AT THAT TIME
IT WILL BE RELOCATED THREE (3) FEET BEHIND THE NEW CURB IN THE VICINITY OF
THE BEGINNING OF THE CURB RETURN OR AS OTHERWISE DIRECTED BY THE ENGINEER.
17.
IT SHALL 19E THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER PRIOR TO
ANY STREET REMOVAL OPERATIONS BY THE CONTRACTOR SO THAT THE ENGINEER MAY TIE
OUT EXISTING MONUMENTS.
1B.
IT SHALL BE THE RESPONSIMITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE
BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT
THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY
CODE OF THE CITY OF FONTANA.
19.
RECORD DRAWINGS SHALL BE PROVIDED BY THE ENGINEER OF RECORD TO THE CITY OF
FONTANA FOR THE WORK SHOWN ON PLANS WITHIN THE CITY LIMITS.
THE
STREET IMPROVEMENT PLANS
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CITY OF
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COUNTY
AVENUE
FONTANA
NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES,
CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,
THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE
CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR
THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN
ON THESE DRAWINGS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LPAITED TO NORMAL WORKING HOURS: AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL
OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE OWNER OR THE ENGINEER.
CONTRACTOR NOTE
CONTRACTOR SHALL NOTIFY MWD 48 HOURS
PRIOR TO COMMENCEMENT OF ANY WORK
WITHIN THE MWD RIGHT-OF-WAY.
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DATE: 30 -July -96 1150 oZ 4/L.3 7