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TYPICAL SECTION
FOOTHILL BLVD
700+00 TO 702+50
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-BENCHMARK: *383
NORTH A "P.K" NAIL IN POWER POLE NO. 1329208E
1111 100' WEST OF THE INTERSECTION OF CITRUS
AVENUE AND FOOTHILL BOULEVARD
ELEVATION 1296.97
RIVERSIDE BLUEPRINT . RIVERSIDE, CALIF.
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FUTURE C & G
EXISTING CURB TO REMAIN
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EXISTING 6" SEWER LINE 29.5' LT
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GENERAL MOTES
4
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENT SHALL
CONFORM TO THESE PLANS AND TO THE CITY STANDARD
SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA.
REFER TO DEFINITIONS AND TERMS IN CITY STANDARD
SPECIFICATIONS.
2. EXCAVATIONS AND CONSTRUCTION PERMITS SHALL BE OBTAINED
FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF
ANY WORK WITHIN THE CITY LIMITS.
3. PAVEMENT SECTION SHOWN IS PRELIMINARY ONLY FOR
PURPOSES OF ESTIMATE OF QUANTITIES, AND IS SUBJECT TO
REVISION AND APPROVAL BY CITY AS REQUIRED AFTER
COMPLETION OF ROUGH GRADING.
4. LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED
FROM AVAILABLE INFORMATION. HOWEVER IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE TRUE
LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING
UTILITIES AND TO EXERCISE PROPER PRECAUTIONS TO AVOID
INJURY OR DAMAGE THERETO, CONTRACTOR SHALL CONTACT
UNDERGROUND SERVICE ALERT FOR UTILITY. LOCATION BEFORE
EXCAVATION AT 1-800-422-41.33.,
5. STERILANT REQUIRED UNDER ALL AC PAVEMENT.
6. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
7. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO
AS NOT TO CAUSE ANY MUD, SILT, OR DEBRIS TO BE DEPOSITED
ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES DURING
CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL
BE REMOVED IMMEDIATELY'. DUST SHALL BE CONTROLLED BY
WATERING OR OTHER APPROVED METHOD THROUGHOUT THE
GRADING AND CONSTRUCTION OPERATIONS.
8. THE CITY PUBLIC WORKS INSPECTOR MAY REQUIRE AT HIS/HER
OWN DISCRETION, THAT THE CONTRACTOR SUBMIT A SOILS REPORT
WITH CALCULATED "R" VALUES AND GRAVEL EQUIVALENTS FOR
THE VERIFICATION OF A PROPER PAVEMENT THICKNESS.
9. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO
REVISION AND APPROVAL OF THE CITY AS MAY BE REQUIRED BY
SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING.
10. AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK
MAY BEGIN IN OR NEAR THE STATE RIGHT OF WAY,
11. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM
TO THE LATEST STATE STANDARD PLANS & SPECIFICATIONS OR AS
DIRECTED BY THE STATE'S REPRESENTATIVE (STANDARDS OTHER
THAN -STATE MUST BE PRE -APPROVED AND JUSTIFIED).
12. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE
RIGHT OF WAY.
13. ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE
TREATED FOR EROSION CONTROL (HYDROSEEDING OR EQUIVALENT,
OR AS DIRECTED BY THE STATE'S REPRESENTATIVE). THE
RESPONSIBLITY FOR MAINTAINING EROSION CONTROL WILL NOT BE
RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. THE
CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF CALTRANS
CLEANING ANY DRAINAGE STRUCTURES/CHANNELS WHICH HAVE
BECOME CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT IOF,
OR CAUSED BY, THE CONSTRUCTION PROJECT.
14. THE PAVEMENT MUST BE -SAW-CUT 2' MINIMUM FORM THE
EDGE OF PAVEMENT, THE SAW -CUTS MUST BE PERPENDICULAR
OR PARAhLEL TO THE STATE HIGHWAY CENTERLINE.
CONISTRUCTION .MOTES AND ESTIMATE OF QUANTITIES
STA 698 + 02.09 TO 702 + 04.00
1> REMOVE EXISTING AC BERM, 49 LF
REMOVE EXISTING PCC CURB 324 LF
REMOVE EXISTING, PCC SIDEWALK ; 1680 SF
REMOVE EXISTING PCC DRIVEWAY 1078 SE
RELOCATIONS AS SHOWN' 3 EA
CONSTRUCT A 2-8* CURB & 24" GUTTER 400 LF
CONSTRUCT COMM.. D/W PERCITY STND 102C 600'SF
CONSTRUCT 3" AC OVER 10" AGG BASE 5000 SF
9 CONSTRUCT CURB OUTLET PER FONTANA, STND 124 2 EA
1 WATER METER TO BE ABANDONED 3 EA
SAW,,CUT TO NEAT STRAIGHT EDGE 838 SF
0.' AC OVERLAY
*PER CALTRANS- STND.
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~ REVISED PLAN 03/23/92
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CITY OF FONTANA, CALIFORNIA.
THATCHER ENGINEERING�A Q�°F ESSIoPUBLIC WORKS' DEPARTMENT
& ASSOCIATES MELVIN W. y
ATE c AWN B :A
34636 COUNTY LINE RD. STE. 34 ,v THATCHER III �, eC STREET IMPROVEMENT PLANS
YUCAIPA, CA. 92399 ¢ No. 39964 �osyr FOOTHILL BOULEVARD
SCLI
(714) 795-1419 1"--40' HORIZ. `
-.CIVIL 1Na1"11alwa CIVN- / FROM .STA 698+00 TO STA 702+00 .1"`-+' VERT
J, ENGINEERING HE K B TES
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Of CAI�EOCT 1191
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JOB NO. APPROVED. DR. $HT. NO.•
Ivin W. Thatcher. 111 R.C.E..3996.4. Exp. Dec. � '1993 17201.01
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