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86.17'TO
CHERRY AVENUE
CENTERLINE
GRADING LEGEND
FS FINISH SURFACE
HP HIGH POINT
1305.00 SPOT ELEVATION
x 1223.16 EXISTING ELEVATION
1199.05 NEW GRADE
--� FLOW LINE
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
x 1232.7
FOOTHILL BLVD. (WESTBOUND)
FOOTHILL BLVD. (EASTBOUND)
90+00
STATION POINT 94+15
"CHERRY STREET"
93+00 94+00
CONSTRUCTION NOTES
O INSTALL ROCK BOULDERS PER DETAIL, SHEET 3
zO INSTALL WASHED COBBLESTONE DRY STREAM BED
PER DETAIL. SHEET 3
O 6" P.C.C. NATURAL GRAY CONCRETE CURB PER CIVIL ENGINEERING
STREET IMPROVEMENT PLANS
aO INSTALL COBBLESTONE BANDING PER DETAIL, SHEET 3
SEE CIVIL ENGINEERING STREET IMPROVEMENT PLANS
FOR MEDIAN LAYOUT/ DIMENSION.
O INSTALL COBBLESTONE ON MEDIAN. PER DETAIL, SHEET 3
SEE CIVIL ENGINEERING STREET IMPROVEMENT PLANS FOR MEDIAN
LAYOUT/ DIMENSION.
�6 INSTALL 8110 ABS DRAIN, TYPICAL. SEE WASHED COBBLE DETAIL ON
SHEET 3
FOOTHILL BLVD
LANDSCAPE MEDIAN
FROM CHERRY AVENUE
TO HEMLOCK AVENUE
GENERAL GRADING NOTES
1. CONTRACTOR TO VERIFY GRADES AND NOTIFY
LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO
START OF GRADING WORK.
2. ALL EXISTING GRADES SHOWN ARE PER CIVIL ENGINEERS
PLANS.
3. ALL PROPOSED PAVING SURFACES SHALL MEET EXISTING
PAVING SURFACES WITH SMOOTH AND CONTINUOUS
TRANSITION AND FLUSH ALONG ENTIRE EDGE.
4. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY
ALL UTILITY LOCATIONS, EXISTING DRAINAGE STRUCTURES,
AND FINISH ELEVATIONS WITH THE CITY OF FONTANA PUBLIC
WORKS ENGINEER. NOTIFY THE LANDSCAPE ARCHITECT
IMMEDIATELY UPON ANY DISCREPANCIES.
5. ALL FINISH GRADES IN PLANTED AREAS SHALL BE 1-1/2"
BELOW ADJACENT PAVING SURFACE UNLESS NOTED
OTHERWISE IN CONSTRUCTION DETAILS.
6. REFER TO SPECIFICATIONS FOR GRADING AND IMPORT FILL
MATERIAL.
7. CONTRACTOR TO ADJUST EXISTING BOXES AND COVERS
TO NEW FINISH GRADES WITHIN SCOPE OF WORK.
91+00
x 1233.6
FOOTHILL BLVD. (WESTBOUND)
FOOTHILL BLVD. (EASTBOUND)
NOTES FOR CONTRACTOR
1 THE DIMENSIONS ARE SHOWN FOR APPROXIMATE LINE. ALL
RADII AND CURVES ARE TO HAVE CONTINUOUS AND SMOOTH
TRANSITIONS WITHOUT ABRUPT CHANGES OR BENDS.
2. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE APPROVED
BY THE CITY INSPECTOR PRIOR TO POURING.
3. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES
PRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL
DAMAGES INCURRED.
4. CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVES
SHOWN ON IRRIGATION PLAN, CONSTRUCTION PLANS AND
LIGHTING PLAN PRIOR TO INSTALLATION OF PAVING.
5. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO
LOCAL CODES.
6. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING
CONDITIONS AND SITE CONDITIONS BEFORE STARTING WORK.
LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF
ANY DISCREPANCIES OR DEFICIENCIES.
CITY OF FONTANA
CALIFORNIA, 92335
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7. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE
CONSTRUCTED SIMILAR TO THE DETAILS FOR THE RESPECTIVE
MATERIALS.
8. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE
FINISHED STRUCTURE. ALL BRACING, TEMPORARY SUPPORTS,
SHORING, ETC. IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
9. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER
THAN THOSE DESCRIBED BELOW OR INDICATED ON THE
DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR
APPROVAL IS OBTAINED FROM THE CITY REPRESENTATIVE,
LANDSCAPE ARCHITECT AND THE APPLICABLE GOVERNING
CODE AUTHORITY.
10. SPECIFICATIONS ARE IN 81" X 11" BOOKLET FORM.
REV I REVISION I DESCRIPTION
x 1234.2
95+00
92+00
CITY OF
FONTANA
GRADING / CONSTRUCTION PLAN
DRAWN BY: FOOTHILL BOULEVARD
R.J.M/D.M.A FROM CHERRY AVENUE
DESIGNED BY:
R.J.M TO HEMLOCK AVENUE
CHECKED BY:
DATE CITY DATE R.J.M co
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CITY DRAWING FILE NO.
4883
SCALE:
1 "=10'-0"
DATE:
01-17-11
DRAWING NO.: 2
2 1 38
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