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DEA
5/10/02
AS NOTED
3 2
1 5 4
SEE PLANS FOR MEDIAN WIDTH
CITY OF FONTANA, CALIFORNIA
= = •
NOTE:
WHERE CURB ELEVATIONS
!L
1 2 3 4 2 1
0044
DRAWN BY:
BASELINE AVENUE MEDIAN
VARY INSTALL TO DRAIN
TO LOW CURB.
j
DEA
AT MORNINGSIDE
"
SEE DETAIL
= 7 -
DESIGNED
DESIGNED BY'.
TRAPT #15709
DATE:
M
■ •
0
DEA
MUNITY ACI TIES DISTRICT
5110/02
NC.'. '3
3 O
CHECKED
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
BY
APP D BY'
DATF;f•Lai
DWG.
151
5 5
N
JAF
•__
$
LEGEND: 6
.%
Q '
-
"
1. 1/2"RADIUS AT ALL EDGES.
2. NATURAL COLOR/INTEGRAL COLOR CONCRETE PAVING. SEE CONSTRUCTION PLAN FOR COLOR:
R CK AND BACKOF CURB
ROCK AND BACK OF CURB BET ROCK IR FULL DEPTH IN CONCRETE BED
WITH REQUIRED TC.
WATERPROOF EXPANSION JOINT COLD JOINT
SEE BELOW FOR FINISH TREATMENT
SH JOINTS
WIRE BRUSH FINISH JOINT50ElWEEN ROCKS.
EEN R
1 2 4 1 2
3. MEDIAN CURB PER CIVIL ENGINEER'S PLANS.
-
4. ADJACENT STAMPED CONCRETE.
1 2
_
5. EXPANSION JOINT.
.
RocK HHEQH,c s• MINPEA GRAVEL CONCRETE BED
• •
5. COMPACT EARTH TO 90 RELATIVE COMPACTION UNDER PAVEMENT,
V-
L A N D S C A P E
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NOTES,
'�'� FOR ILUSTRATTO PURPOSES ONLY
PORP
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ARCHITECTURE
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1) CONTRACTOR SHALL POUR AND FINISH A 2'X2' SQUARE SAMPLE OF EACH TYPE OF FINISH
FOR APPROVAL BY OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT
BAS MM. COMPACTEDDS OR
c7+
SITE PLANNING
BASE MATERIAL PER PLANSLANS AND SPECS.
EXPANSION JOINT 1 SCORE JOINT
1. ROCK SIZES, UNLE5501HERWISE SPECIFIED, SHALL BE:
10621 Church SGPBCC, 5UIL0 106
1
COBBLESTONES: MAX.12"TOMIN. 6"WITHONESIDEFLAT.
_
Rancho Cucamonga, CA 917(30
aECT ON
2, Y-6" MIN. EXPOSURE OF ROLKABOVETOP OF CURB.
-
(9091 4B4-2800
,E
LEGEND I
3, ASAMPLEAREA MIN. 1054, FT.9HALLIDEAPPROVEDBY
^.
Fax (909) 484-2802
THE CIN INSPECTOR PRIOR TOPROCEEDING WITH THE
-
1,6,;
° ^"^. Richard Krumwietle
1. MEDIUM BROOM
FINISH NAT.
REMAININGROCK WORK.
4. FINAL RESTING POSITION OF ALL ROCKS SHALL BE APPROVED
� - 5
CA Lic. N2834
AZ Lic. 429115
COLOR
CONCRETE, RUN
BYTHECITYIN5PECTOR.
LEGEND:
nry L�' * 446
"'"°' TX. Uc. 91884
PERPENDICULAR TO
5. ROCK55HALLBESMOOTH, ROUNDED, FREE OF05JECTIONABLE
1. GRANITE BOULDER SIZE PER PLAN, BURY 1/3 OF TOTAL
LEGEND:
EDGE OF CONC./PATH
2
DI5FIGUKATIONSAND IKON CONTENTA5AWKOVEDBYTHE CITY INSPECTOR.
SAWCUT SCORE JOINT
DEPTH BELOW FINISH GRADE AS SHOWN.
'
°
1.
STAMPED CONCRETE.
OF TRAVEL.
6. CONCRETE SHALL BE CLA 9520-D-25004 INCH SLUMP CONCRETE.
LEGEND:
2. FINISH GRADE LINE.
• '
a
1
2. EDGE OF PAVING.
7 WBFBRUSH ALL JOINT5 AFTER THE INSTALlAT10N OF THE ROGK5.
2.
UNGROUTED JOINTS.
8. AEIERCONCRETEMORTARHASSET, HYDROBtACTASDIRECTED
i. CONCRETE PAVING.
NOTE: CITY INSPECTOR APPROVE BOULDERS AND SPOT
N➢ 5 APE
PRE
BY THE CITY INSPECTOR. BRUSH ROCK570 REMOVE CEMENT COATING.
2. 1/4" TOOLED RADIUS,
ST
LOCATIONS PRIOR TO INSTALLATION.
�.P
1(rum"'�. '�qc
3.
-SATURATED COMPACTED SUB -BASE SAND OR BASE
9, WHERE ROCK BORDERSPLANTERMRFAREA, PLACE 2" CONCRETE EDGE
�p
MATERIAL WILL BE REQUIRED AS DIRECTED BY ENGINEER,
IF SOIL IS EXPANSIVE,
BETWEEN BACK OF KOCK AND PLANTERI TURP AREA,
3. WATERPROOF SEALANT, COLOR TO MATCH PAVING.
5 % y,
10. WHERE ROCK BORDERS LURE PROVIDE I8"BAND OF WALK ON C08BLE
SUBMIT COLOR SAMPLES PRIOR TO INSTALLATION.
W co
6 4.
CURB
112" MAX EXFOSURE FtA'r SIDE UP.
U W
A. MEDIUM BROOM FINISH
4. 1/2" POLY FOAM EXPANSION JOINT W/TEAR-AWAY
.o
°
5.
ASPHALT PAVEMENT.
a�F.ae APPROVED BY: CITY OF FONTANA
•rM
TOP, SEE SPECS.
I ynawr
�pf.
1
'
6.
6" SQ. CONCRETE MOWSTRIP PER DETAIL.E, THIS SHEET,
rw nne CITY ENGINEER DATE:
5. COMPACTED SUB -GRADE PER SOILS REPORT.
%nexel Det.
5+11!•ElZ
ROBERT W. WEppLE 1YP. POCK TREATMENT
eP Q
J De
PL N V
DRAWN By: TIMOTHY RASTEDT
4
T
�mFC�,gpf DATE OF LAST REVISION: 5.14-D1 STD. PLAN NO. 145 ShT. tOF''
O�
n 0 F C A�\F
AMPED
CONC.
(REFERENCE ONLY)
MEDIUM BROOM FINISH CONCRETE
COBBLE
CONCRETE SAW/D.S. JOINTS
BOULDER PLACEMENT DETAIL
��'
•
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SCALE: N.T.S.
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SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 0 SCALE: N.T.S.0
SCALE: N.T.S. U)
IBBBBBBB
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SCALE: N.T.S. 40 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. A
A
/.
A
^
A
A
DEA
5/10/02
AS NOTED
CITY OF FONTANA, CALIFORNIA
= = •
CONSTUCTION DETAILS
0044
DRAWN BY:
BASELINE AVENUE MEDIAN
SCALE:
j
DEA
AT MORNINGSIDE
NIA
= 7 -
DESIGNED
DESIGNED BY'.
TRAPT #15709
DATE:
M
■ •
0
DEA
MUNITY ACI TIES DISTRICT
5110/02
NC.'. '3
3 O
CHECKED
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
BY
APP D BY'
DATF;f•Lai
DWG.
151
Z
JAF
ACTING CITY ENGINEER R.C.E. 51152 EXP, DATE 12/31;02
$
3 OF 8 SHTS.
1