HomeMy WebLinkAbout5742-3ABBREVIATIONS / SYMBOLS: — — - —R/W— — —
E.J. - Expansion Joint T.B. -Top of Bench , — ----- _ -- - ---- - ------ —- - --- - -- ---—..
S.L. - Score Line GALV. - Galvanized N
P.A. - Planting Area CL- Center Line
V.I.F. - Verify in Field R - Property Line
L.A. - Landscape Architect N.I.C. - Not in Contract W ` 275.0'
CLR. - Clear DWG - Draw
CYPRESS AVE.
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EX. - Existing ngs i
35+00 36+00
RWD. -Redwood in 37+ I 38+00
BLDG. - Building F.S. - Finish Surface
F�G.- Finish Grade � _ _&37
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SCH.-Schedule w, — � —---------
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C.M.U. -Concrete Masonary Unit HT. -Height � 5 W.I. -Wrought Iron TYP - Typical , TYP TYP
T.S. - Tubular Steel GAL. - Gallon
D.G. - Decomposed Granite O.C. - On Center w
CONC. - Concrete W.P. - Water Proof Z,
G.F.I. - Ground Fault Interrupter _I,
R - Radius C)
ELEC. -Electric
F.F.G. - Finish Floor Grade Q,
CONT. - Continuous
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CONSTRUCTION NOTES:
FOOTHILL BOULEVARD
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143.8'
39+00 , 0
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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 UTILITIES PRIOR TO
—
CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED.
,
3.
THE CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVE LOCATIONS
1PPP
SHOWN ON THE IRRIGATION PLANS AND ELECTRICAL PLANS IN EXCESS OF
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EXISTING SLEEVES PER THE OWNER'S APPROVAL
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4.
ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE LATEST
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EDITION OF THE UNIFORM BUILDING CODE (LATEST EDITION OF THE
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STANDARD SPECIFICATIONS FOR PUBLIC WORKS). AS WELL AS LOCAL
CODES.
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5.
THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS. ANY
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130'
37.3'
y
38.7'
30.2'
75'
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DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
40+00
64 3'
59 7'
35.5'
LANDSCAPE ARCHITECT AND THE PROJECT OWNER PRIOR TO ANY
O
,
41+00
1 2
31
2 2+00 1 1
INSTALLATION PROCESSES.
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TYP
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43+00
2 1 1
44+00
TYP
6.
THE CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND
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SITE CONDITIONS BEFORE STARTING WORK. THE LANDSCAPE ARCHITECT
SHALL
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— — — — —
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BE NOTIFIED IMMEDIATELY OF ANY DESCREPANCIES OR POSSIBLE
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DEFICIENCIES.
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7.
THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED WORK. ALL
(10
5 3 2
4 MIN. DISTANCE
STREAM
BETWEEN DRY 4 3 2 2
BRACING, TEMPORARY SUPPORTS, SHORING, MASONRY, ETC. IS THE SOLE
,
TYP TYP
BED AND
TYP
BANDING
3
4
4 2 3
RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS TO THE JOB
W,
TO BE 18", TYP.
TYP TYP
TYP
TYP
TYP TYP
SITE BY THE LANDSCAPE ARCHITECT DOES NOT INCLUDE INSPECTION OF
CONSTRUCTION METHODS AND SAFETY CONDITIONS AT THE WORKSITE.
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THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED
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8.
INSPECTIONS.
SITE CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS.
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9.
REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
10.
ALL PROPOSED PAVING SURFACES SHALL MEET E XISTING PAVING SURFACES
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WITH SMOOTH AND CONTINUOUS TRANSITION AN D FLUSH ALONG ENTIRE
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ALL FINISH GRADES IN PLANTING AREAS SHALL BE 1 1/2" BELOW
— — —
ADJACENT PAVING SURFACE UNLESS NOTED OTHERWISE IN CONSTRUCTION
— — — — —— —
DETAILS.
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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
FOOTHILL
BOULEVARD
PRIOR TO INSTALLATION OF PAVING.
CONSTRUCTION
NOTESa
NOTE: DESIGN INTENT TO MATCH EXISTING INSTALLATIONS ALONG FOOTHILL
BOULEVARD FOR STRETCH BETWEEN SIERRA AVENUE AND MANGO AVENUE.
nd ryround 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 REV
REVISION DESCRIPTION
O INSTALL ROCK BOULDERS PER DETAIL 3, SHEET 4.
O2 INSTALL WASHED COBBLESTONE DRY STREAM BED PER DETAIL 1,
SHEET 4.
O 8" P.C.C. NATURAL GRAY CONCRETE CURB PER CIVIL
ENGINEERING STREET IMPROVEMENT PLANS.
DATE I ENGR. I CITY I DATE
No.69984
E p.9-30-18
IV
O4 INSTALL 120 WIDE COBBLESTONE BANDING PER DETAIL 2, SHEET 4.
SEE CIVIL ENGINEERING STREET IMPROVEMENT PLANS FOR MEDIAN
LAYOUT /DIMENSIONING.
O5 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
ING FAX (951) 680-0490
R.C.E. No. 69984
9-30-18
LANDSCAPE IMPROVEMENTS
FOOTHILL BOULEVARD
OLEANDER AVENUE TO 600' EAST
OF CYPRESS AVENUE
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT COMMENCE
WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED
FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO
THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
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TMR
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GRAPHIC SCALE
2
(IN FEET)
1 INCH = 20 FEET
.. Y OF FONTANA, CALIFORT
LANDSCAPE IMPROVEMENT PLANS
FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS
CONSTRUCTION LAYOUT / CALLOUT PLAN
4
—
AS SHOWN
IE
SEP. 2016
KMG NQ.
5742 %