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11 62.34 FS ,5X
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MEDIAN DETAILS
STA. 11+22.01 TO STA. 12+63.96
SCALE 1 "=20'
21+00 v�S
1`
1569...
MEDIAN DETAILS
STA. 21+36.35 TO STA. 21+87.37
SCALE 1 "=20'
1 Z
20' 0' 20' 40' 60'
GRAPHIC SCALE: 1"=20'
Ocl�Z
� 1570.21 57.37
STA• 5.58'
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Development Resource Consultants, Inc,
Civil Engineering • Land Surveying • Land Planning DIAL TWO WORK I NG
DRC 8175 EAST KAISER BOULEVARD BEFORE DAYS BEFORE
ANAHEIM HILLS, CA 92808 (714) 685-6860 YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
N
MEDIAN DETAILS
STA. 21+78.81 TO STA. 23+03.86
SCALE 1 "=20' 20' 0' 20' 40' 60'
GRAPHIC SCALE: 1"=20'
218+00 218+50
/-SAWCUT 0 _,,,-SAWCUT
1556
1554
1552
1556
1554
1552
1550
1556
1554
1552
-40 -20 0 20 40
1556
1554
1552
219+50
/-SAWCUT �SAWCUT
I
1554
1554
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1554
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1550
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76.00'
2'24 '25"
I UiIn
C58
3.11'
74.00'
2'24'25"
Ih^:)•
C59
3.14'
1.00'
x
1 I
C60
SMAX.USE
CURB FACE
I
4`'
_ I
i
24.80'
13x
182'39'13"
I
-40 -20 0 20 40
1556 1556
71.001
1554 1554
1552 1552
1550 1550
1556
I
1554
1554
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1550
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3'44'22"
.69�,�1
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CONSTRUCT
DETAIL "C"
-
'C'4
L
76.00'
2'24 '25"
I UiIn
C58
3.11'
74.00'
2'24'25"
1556 1556
71.001
1554 1554
1552 1552
1550 1550
1556
1556
1554
1554
1552
1552
1550
1550
221+00
` /-SAWCUT
-40 -20 0 20 40
REV. REVISION DESCRIPTION
AS -BUILT
1558
1556
1556
1554
1554
1552
-40 -20 0 20 40
220+00
SAWCUT- �SAWCUT
STANDARD PLAN
METRIC
FU -U_1
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U-'�) -FU-
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X
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U
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1
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X
�
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I
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3'44'22"
.69�,�1
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DETAIL "C"
-
'C'4
L
76.00'
2'24 '25"
I UiIn
C58
3.11'
74.00'
2'24'25"
1.55'
C59
3.14'
1.00'
x
1 I
C60
SMAX.USE
CURB FACE
I
4`'
_ I
i
24.80'
13x
-40 -20 0 20 40
REV. REVISION DESCRIPTION
AS -BUILT
1558
1556
1556
1554
1554
1552
-40 -20 0 20 40
220+00
SAWCUT- �SAWCUT
-40 -20 0 20 40
1556
1554
1552
1550
221+50
- �SAWCUT
STANDARD PLAN
METRIC
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SHEET A OF 10
X
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1
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I
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PAVEO SURFACE
-40 -20 0 20 40
1556
1554
1552
1550
221+50
- �SAWCUT
C
R
Z' X -� �... Z' x • R
SEE NOTE 2
r
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7 SEE NOTE 2
0-N n N
CURB FACE f X_ ..T. 1200 mm fTr X CURB
f (4*)
SEE TABLE 2
C a FOR X VALUE
SEE TABLE 1
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CASE B
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
CURB RAMP
CURB RAMP
.111-2
`t
SHEET A OF 10
X
r Z SEE NOTE 3
U
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SEE
NOTE 2
(0)
PAVEO SURFACE
X
�
I
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DW,,,,,RE-7GRADE
C53
DETAIL "A"
U
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/
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UNPAVED SURFACE
3
3'44'22"
.69�,�1
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CONSTRUCT
DETAIL "C"
-
T_
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n,
76.00'
2'24 '25"
I UiIn
C58
3.11'
74.00'
2'24'25"
1.55'
C59
3.14'
1.00'
x
-
C60
SMAX.USE
CURB FACE
84039'36"
4`'
I
24.80'
I
182'39'13"
POINT A
�
a
519.01'
I sex
I
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R
Z' X -� �... Z' x • R
SEE NOTE 2
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0-N n N
CURB FACE f X_ ..T. 1200 mm fTr X CURB
f (4*)
SEE TABLE 2
C a FOR X VALUE
SEE TABLE 1
-rvrti r �
CASE B
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
CURB RAMP
CURB RAMP
.111-2
`t
SHEET A OF 10
ROUNDED EDGE ALLEY OR ROADWAY
x
57. MAX.
EXISTING S/W 8. I . MAX.
Al -0 CURB
SECTION D- D
CASE D
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
sTANDMW PLAN
METRIC
111-2
CURB RAMP
SEE DETAIL "A", "S", "C" OR "D"
/11
SHEET d OF 10
`t
EU-
Ln
X
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U
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(0)
PAVEO SURFACE
X
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DW,,,,,RE-7GRADE
C53
DETAIL "A"
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UNPAVED SURFACE
3
3'44'22"
.69�,�1
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CONSTRUCT
DETAIL "C"
-
C57
DETAIL "D"
76.00'
2'24 '25"
1.60'
C58
3.11'
74.00'
2'24'25"
1.55'
C59
3.14'
1.00'
x
-
C60
SMAX.USE
CURB FACE
84039'36"
14.36'
1
24.80'
I
182'39'13"
POINT A
AT POINT A TO DETERMINE
a
519.01'
ZQ�{
7.92'
C63
41.09'
X VALUE 1N
23'32'27"
20.84'
C64
32.18'
517.01'
3'33'59"
TABLE 2
C65
33.79'
J
aX-1200
17.01'
mm (4') WHEN
86.22'
152.85'
32.19'18"
a_ADJACENT
TO A
PLANTING AREA
AS NEEDED
CURB FACE
(PARKWAY EARTHWORK)
TVL1C �
ROUNDED EDGE ALLEY OR ROADWAY
x
57. MAX.
EXISTING S/W 8. I . MAX.
Al -0 CURB
SECTION D- D
CASE D
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
sTANDMW PLAN
METRIC
111-2
CURB RAMP
CURB RAMP
SHEET d OF 10
1556
1554
1552
1550
1556
1554
1552
1550
1558
1558
1556
1556
1554
1554
CROSS SECTIONS - BEECH AVENUE
219+00
_,,--SAWCUT /-SAWCUT
-40 -20 0 20 40
1556
1554
1552
1550
220+50
/-SAWCUT
CONSTRUCT FENCE OR HA NojgA;L
PER PROJECT ORAWNGS
LINE
CURB RAMP
FF U
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RETAINING CURB PAVED SURFACE �.�
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PAVEO SURFACE
L4
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C53
DETAIL "A"
U
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DETAIL "B"
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-40 -20 0 20 40
1556
1554
1552
1550
220+50
/-SAWCUT
-40 -20 0 20 40
222+00
,-SAWCUT
CONSTRUCT FENCE OR HA NojgA;L
PER PROJECT ORAWNGS
LINE
CURB RAMP
-
`t
�Ln
11
150 m
U
1
UPJ
N24'46'24"E
RETAINING CURB PAVED SURFACE �.�
(0)
PAVEO SURFACE
L4
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C53
DETAIL "A"
U
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-40 -20 0 20 40
222+00
,-SAWCUT
-40 -20 0 20 40
STA. 218+00.00 TO STA. 222+00.00
SCALES: VERT. 1"=4) HORIZ. 1 "=40'
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
4206
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.
3w MM (122
-]3 •"
D mr+,
GROOVING DETAIL
60
z
CONSTRUCT FENCE OR HA NojgA;L
PER PROJECT ORAWNGS
LINE
CURB RAMP
-
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11
150 m
U
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RETAINING CURB PAVED SURFACE �.�
(0)
PAVEO SURFACE
L4
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DETAIL "A"
1.00'
DETAIL "B"
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MAX.
UNPAVED SURFACE RETAINING CURS -•.1\
(a
UNPAVED SURFACE
3
3'44'22"
.69�,�1
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I
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CONSTRUCT
DETAIL "C"
-
C57
DETAIL "D"
76.00'
2'24 '25"
1.60'
C58
3.11'
74.00'
2'24'25"
1.55'
C59
3.14'
1.00'
x
-
C60
23.29'
15.76'
84039'36"
14.36'
1
24.80'
I
-40 -20 0 20 40
STA. 218+00.00 TO STA. 222+00.00
SCALES: VERT. 1"=4) HORIZ. 1 "=40'
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
4206
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.
3w MM (122
-]3 •"
D mr+,
GROOVING DETAIL
60
z
CONSTRUCT FENCE OR HA NojgA;L
PER PROJECT ORAWNGS
LINE
CURB RAMP
111 - 2
L1
SHEET 10 OF 10
11
150 m
L2
t
N24'46'24"E
RETAINING CURB PAVED SURFACE �.�
(0)
PAVEO SURFACE
L4
41.91'
I
180000'00"
-
C53
DETAIL "A"
1.00'
DETAIL "B"
CRCkOfO150
P
054
5.38'
82.50'
MAX.
UNPAVED SURFACE RETAINING CURS -•.1\
(a
UNPAVED SURFACE
84.50'
3'44'22"
2.76'
C56
,
CONSTRUCT
DETAIL "C"
-
C57
DETAIL "D"
GENERAL NOTES:
1. CONCRETE SHALL BE CLASS 310-C-17 (520-C--2500) AND SHALL BE
100 mm (4") THICK.
2. THE RAMP SHALL HAVE A 300 mm (12") WOE BORDER WITH 6 mm (1/4")
GROOVES APPROXIMATELY 19 mm (3/4") OC. SEE GROOVING DETAIL.
3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE.
4. USE DETAIL "A" OR "8" IF EXISTING SURFACE BEHIND RIGHT OF WAY IS PAVED.
5, USE DETAIL "C" OR "D" IF EXISTING SURFACE BEHIND RIGHT OF WAY IS UNPAVED,
6. W w 900 mm (3') UNLESS OTHERWISE SHOWN ON PLAN.
7, ANGLE - 4/2 UNLESS OTHERWISE SHOWN ON PLAN.
8. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
EXACTLY EQUAL VALUES, IF METRIC UNITS ARE USED. ALL VALUES USED FOR
CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL
VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES.
AMERICAN PUB UC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STMDARDPLAN
METRIC
LINE
CURB RAMP
111 - 2
L1
SHEET 10 OF 10
HANDICAP RAMP DETAILS
LOCAL DEPRESSION DETAIL
1556 NTS
1554
1552
1550
(Rev. 3/29/99)
ASPHALT DECORATIVE PAVEMENT, TEXTURE, COLOR AND
PATTERN PER ARCHITECT'S PLANS.
I
LINE TABLE
LINE
LENGTH
BEARING
L1
138.95'
S2404624"W
L2
138.95
N24'46'24"E
L3
41.91'
N57'36'19"W
L4
41.91'
N57'36'19"W
ASPHALT DECORATIVE PAVEMENT, TEXTURE, COLOR AND
PATTERN PER ARCHITECT'S PLANS.
I
CONSTRUCTION NOTES:
CURVE TABLE
CONSTRUCT
CURVE
LENGTH
RADIUS
DELTA
ANGEN
C51
4.71'
1.50'
180'00'00"
-
052
4.71'
1.50'
180000'00"
-
C53
3.14'
1.00'
180000'00"
-
054
5.38'
82.50'
3044'22"
2.69'
C55
5.51'
84.50'
3'44'22"
2.76'
C56
3.14'1.00'
CONSTRUCT
180000'00"
-
C57
3.19'
76.00'
2'24 '25"
1.60'
C58
3.11'
74.00'
2'24'25"
1.55'
C59
3.14'
1.00'
180000'00"
-
C60
23.29'
15.76'
84039'36"
14.36'
C61
24.80'
7.78'
182'39'13"
335.91'
C62
15.83'
519.01'
1'44'52"
7.92'
C63
41.09'
100.00'
23'32'27"
20.84'
C64
32.18'
517.01'
3'33'59"
16.10'
C65
33.79'
120.00'
16007'55"
17.01'
C66
86.22'
152.85'
32.19'18"
44.29'
ASPHALT DECORATIVE PAVEMENT, TEXTURE, COLOR AND
PATTERN PER ARCHITECT'S PLANS.
I
/ QROFESS
0 _j m
J
No. 45715
'k Exp. 12-31-06
\�q� CIVIL ���
\F0F CAO'FC/
STREET IMPROVEMENT PLANS
DRAWN BY: , SCALE:
R.C.E. 45715 EXP 12-31-06 AC WTALS AS SHOWN
DESIGNED BY: / DATE:
TRA
NO 16235
JAM ' 1J;710/14/04
Date : ��2•%� CHECKED BY� APP OVED 8
LMG DRAWING NO.:
3511 7
ITY ENGINEER R.C.E. 51152 DATE:
CONSTRUCTION NOTES:
O
CONSTRUCT
LOCAL DEPRESSION PER APWA STD. NO. 313-1 ON SHEET 7, CASE PER PLAN
O
CONSTRUCT
CONCRETE CURB AND GUTTER, 6" CF PER CITY STD. NO. 1003
�3
CONSTRUCT
10' CROSS GUTTER PER CITY STD. NO. 105 AND DETAIL ON SHEET 1
®
CONSTRUCT
5 1/2" AC OVER 8" AB OVER COMPACTED SUBGRADE
1558 O5
CONSTRUCT
CONCRETE SIDEWALK, 5' WIDE PER CITY STD. NO. 1015
O6
CONSTRUCT
CONCRETE CURB, 6" CF PER CITY STD. NO. 1003
1556
O7
CONSTRUCT
HANDICAP RAMP PER APWA STD. NO. 111-2 CASE -D TYPE 1, DETAIL ON SHEET 6
15M
CONSTRUCT
HANDICAP RAMP PER APWA STD. NO. 111-2 CASE -B TYPE 1, DETAIL ON SHEET 6
O9
CONSTRUCT
8" MEDIAN CURB PER CITY STD. NO. 1003
10
CONSTRUCT
8" CURB AND GUTTER PER CITY STD. NO. 1003
11
CONSTRUCT
3' CROSS GUTTER PER CITY STD. NO. 105 AND DETAIL ON SHEET 1
12
CONSTRUCT
8" TO 6" CURB TRANSITION
RECORD DRAWINGS
Prepared Under The
Supervision Of :
CITY OF FONTANA, CALIFORNIA
/ QROFESS
0 _j m
J
No. 45715
'k Exp. 12-31-06
\�q� CIVIL ���
\F0F CAO'FC/
STREET IMPROVEMENT PLANS
DRAWN BY: , SCALE:
R.C.E. 45715 EXP 12-31-06 AC WTALS AS SHOWN
DESIGNED BY: / DATE:
TRA
NO 16235
JAM ' 1J;710/14/04
Date : ��2•%� CHECKED BY� APP OVED 8
LMG DRAWING NO.:
3511 7
ITY ENGINEER R.C.E. 51152 DATE: