HomeMy WebLinkAbout5742-2ABBREVIATIONS / SYMBOLS:
E.J. - Expansion Joint
T.B. -Top of Bench
S.L. - Score Line
GALV. - Galvanized
P.A. - Planting Area
q - Center Line
V.I.F. - Verify in Field
ILL - Property Line
L.A. - Landscape Architect
N.I.C. - Not in Contract
CLR. - Clear
DWG. - Drawings
EX. - Existing
RWD. - Redwood
BLDG. - Building
F.S. - Finish Surface
F.G. - Finish Grade
SCH. - Schedule
C.M.U. - Concrete Masonary Unit
HT. - Height
W.I. -Wrought Iron
TYP. - Typical
T.S. - Tubular Steel
GAL. - Gallon
D.G. - Decomposed Granite
O.C. - On Center
CONC. - Concrete
W.P. - Water Proof
G.F.I. - Ground Fault Interrupter
R - Radius
ELEC. - Electric
F.F.G. - Finish Floor Grade
CONT. - Continuous
�r� - Align
CONSTRUCTION NOTES:
1. ALL FORMS AND ALIGNMENTS OF PAVING, LAYOUT, AND SPECIAL PAVING
AREAS SHALL BE REVIEWED AND APPROVED BY THE OWNER'S AUTHORIZED
REPRESENTATIVE PRIOR TO PLACING (GIVE A MINIMUM OF 48 HOURS
NOTICE).
2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTIUTIES PRIOR TO
CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED.
3. THE CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVE LOCATIONS
SHOWN ON THE IRRIGATION PLANS AND ELECTRICAL PLANS IN EXCESS OF
EXISTING SLEEVES PER THE OWNER'S APPROVAL.
4. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE LATEST
EDITION OF THE UNIFORM BUILDING CODE (LATEST EDITION OF THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS). AS WELL AS LOCAL
CODES.
5. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS. ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT AND THE PROJECT OWNER PRIOR TO ANY
INSTALLATION PROCESSES.
6. THE CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND
SITE CONDITIONS BEFORE STARTING WORK. THE LANDSCAPE ARCHITECT
SHALL BE NOTIFIED IMMEDIATELY OF ANY DESCREPANCIES OR POSSIBLE
DEFICIENCIES.
7. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED WORK. ALL
BRACING, TEMPORARY SUPPORTS, SHORING, MASONRY, ETC. IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS TO THE JOB
SITE BY THE LANDSCAPE ARCHITECT DOES NOT INCLUDE INSPECTION OF
CONSTRUCTION METHODS AND SAFETY CONDITIONS AT THE WORKSITE.
THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED
INSPECTIONS.
8. SITE CLEAN—UP SHALL TAKE PLACE ON A DAILY BASIS.
9. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
10. ALL PROPOSED PAVING SURFACES SHALL MEET EXISTING PAVING SURFACES
WITH SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG ENTIRE
EDGE.
11. ALL FINISH GRADES IN PLANTING AREAS SHALL BE 1 1/2" BELOW
ADJACENT PAVING SURFACE UNLESS NOTED OTHERWISE IN CONSTRUCTION
DETAILS.
12. DIMENSIONS SHOWN ARE FOR APPROXIMATE LINE. ALL RADII AND CURVES
ARE TO HAVE A CONTINUOUS AND SMOOTH TRANSITION WITHOUT ABRUBT
CHANGES OR BENDS.
13. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE APPROVED BY THE CITY
INSPECTOR PRIOR TO POURING.
14. CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVES SHOWN ON PLANS
PRIOR TO INSTALLATION OF PAVING.
NOTE: DESIGN INTENT TO MATCH EXISTING INSTALLATIONS ALONG FOOTHILL
BOULEVARD FOR STRETCH BETWEEN SIERRA AVENUE AND MANGO AVENUE.
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 VAUD
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG FREV.
REVISION DESCRIPTION
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CONSTRUCTION NOTES:
59.7'
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Oi INSTALL ROCK BOULDERS PER DETAIL 3, SHEET 4.
0 INSTALL WASHED COBBLESTONE DRY STREAM BED PER DETAIL 1,
SHEET 4.
0 8" P.C.C. NATURAL GRAY CONCRETE CURB PER CIVIL
ENGINEERING STREET IMPROVEMENT PLANS.
DATE I El I CITY I DATE
No.699S4
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TERRY M.
FOOTHILL BOULEVARD
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FOOTHILL BOULEVARD
4O INSTALL 12' WIDE COBBLESTONE BANDING PER DETAIL 2, SHEET 4.
SEE CIVIL ENGINEERING STREET IMPROVEMENT PLANS FOR MEDIAN
LAYOUT /DIMENSIONING.
0 INSTALL COBBLESTONE ON MEDIAN PER DETAIL 2 SHEET 4. REFER TO
CIVIL PLANS FOR MEDIAN LAYOUT/DIMENSIONING.
TKE ENGINEERING, INC.
2305 CHICAGO AVENUE
RIVERSIDE, CA 92507
(951) 680-0440
NG FAX (951) 680-0490
L� °►'�/2�18
R.C.E. No. 69984
9-30-18
LANDSCAPE IMPROVEMENTS
FOOTHILL BOULEVARD
OLEANDER AVENUE TO 600' EAST
OF CYPRESS AVENUE
SHOULD CONSTRUCTION OF THE C
REQUIRED IMPROVEMENTS NOT COMMENCE
WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED WAY+ By*
FORTH IN A DILIGENT MANNER, THE CITY SAF
ENGINEER MAY REQUIRE REVISIONS TO oom Br
THE PLANS TO BRING THEM INTO TWR
CONFORMANCE WITH CONDITIONS AND CHWO BY;
STANDARDS IN EFFECT. M
GRAPHIC SCALE
(IN FEET)
1 INCH = 20 FEET
, Y OF FONTANA, CALIFORT
LANDSCAPE IMPROVEMENT PLANS
FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS
CONSTRUCTION LAYOUT / CALLOUT PLAN
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