HomeMy WebLinkAbout3517-1212+27.00 ECR
10+00.00 BLUE ASH LN = I
12+72.00 LACEBARK ST. CIL IN
LEGEND
lmim
10 11 12 13 14 15
LACEBARK ST.
SEE SHEET 10 9
s o TYP.
oz
IAV V II �9
m 3 44 45u 46
\\ - • PROP.2 D WG NO. 3518 50 51
LSH T NO. 11 Zi•
����`��, i� is :; .: •
13+6217
U) Ln BCR
-
IIS
F .
s In Is
ilo
R§� •
LACEBARK ST.
SEE SHEET 10
::::�:
PROP. A.C. PA VEMEN T
LIMITED USE AREA
CITY
OF FONTANA STD. 14E0
O
PROP. CONCRETE SIDEWALK
0
DIAL TWO W❑RK I NG
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
v ~ m o ECR
C14 NN i c552
u') 5 0CN
0o U 3
O 1' 181 1 1' +oU-)�t:
. I .J
!6p' I
RED ASH COURT
SEE RIGHT
Kim
10
11
� J
62
61
RADIUS
rn
�W
REMARK
N
19 40'00"
320.00'
109.84'
55.47'
0
DIAL TWO W❑RK I NG
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
v ~ m o ECR
C14 NN i c552
u') 5 0CN
0o U 3
O 1' 181 1 1' +oU-)�t:
. I .J
!6p' I
RED ASH COURT
SEE RIGHT
Kim
10
11
m :
/ 61
z� Lo�
J I BLUE ASH LANE
SEE LEFT
53
1
12
54 55
W
00
0
PROP. 8" WATER
R/W
t`I m
59 0 0
ci N
58
J �
06
TYP.
wl�i"NgT7`- RED ASH COURT
eTM PROFILE SCALE
HORIZ. 1
= 40
...., VERT. 1" = 4'
,
®n
01
I ( I
CONSTRUCTION NOTES:
O1 CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL
O2 CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. 1003
O5 CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015
O6 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. 1006
�9 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1 PER DETAIL ON SHEET 3
23 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. 103
QPpFESS/pNq
c. �Fyc i
56 W�
No.63494
Exp. sept 30, 2008 MATTHEW C. HICKS
RCE NO. 63494 EXP. 09-30-08
12+18.68 20' RT J'A cIVl�
RADIAL POINT , OF CALW DATE: 5- f'l 'cps
CIL 12' DWY TYP.
9.89 FROM EC
L 5 0�
kf�
MOC
50.21 TC
2.64' RT FROM MOC
ST. LIGHT TYPE PER
STREET LIGHT PLAN
1 57
it
CURVE/LINE DATA TABLE
Q
DELTA
RADIUS
LENGTH
TANGENT
REMARK
A
19 40'00"
320.00'
109.84'
55.47'
LT CURB
B
19 40'00"
280.00'
96.11 '
48.53'
L T CURB
C
19 40'00"
300.00'
102.97'
52.00'
CENTERLINE
D
19 40'00
300.00'
102.97'
52.00'
CENTERLINE
E
19 40'00"
280.00'
96.11'
48.53'
RT CURB
F
11'20'01"
320.00'
63.30'
31.75'
RT. CURB
i
8140'01 "
25.00'
35.63'
21.60'
CURB RETURN
H
90 00'00"
25.00'
39.27'
25.00'
CURB RETURN
1
272855"
112.00'
53.72'
27.39'
RT. CURB
1
2072855"
38.00'
137.61'
--
CUL-DE-SAC
K
19 5825"
332.50'
115.91'
58.55'
CROWNLINE
L
N0032'18"W
--
20.00'
--
OFFSET CIL
RT. CURB
INS
�
p`
O
�g\\VIANil
_
_
ff
Xg
m :
/ 61
z� Lo�
J I BLUE ASH LANE
SEE LEFT
53
1
12
54 55
W
00
0
PROP. 8" WATER
R/W
t`I m
59 0 0
ci N
58
J �
06
TYP.
wl�i"NgT7`- RED ASH COURT
eTM PROFILE SCALE
HORIZ. 1
= 40
...., VERT. 1" = 4'
,
®n
01
I ( I
CONSTRUCTION NOTES:
O1 CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL
O2 CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. 1003
O5 CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015
O6 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. 1006
�9 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1 PER DETAIL ON SHEET 3
23 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. 103
QPpFESS/pNq
c. �Fyc i
56 W�
No.63494
Exp. sept 30, 2008 MATTHEW C. HICKS
RCE NO. 63494 EXP. 09-30-08
12+18.68 20' RT J'A cIVl�
RADIAL POINT , OF CALW DATE: 5- f'l 'cps
CIL 12' DWY TYP.
9.89 FROM EC
L 5 0�
kf�
MOC
50.21 TC
2.64' RT FROM MOC
ST. LIGHT TYPE PER
STREET LIGHT PLAN
1 57
it
CURVE/LINE DATA TABLE
Q
DELTA
RADIUS
LENGTH
TANGENT
REMARK
A
19 40'00"
320.00'
109.84'
55.47'
LT CURB
B
19 40'00"
280.00'
96.11 '
48.53'
L T CURB
C
19 40'00"
300.00'
102.97'
52.00'
CENTERLINE
D
19 40'00
300.00'
102.97'
52.00'
CENTERLINE
E
19 40'00"
280.00'
96.11'
48.53'
RT CURB
F
11'20'01"
320.00'
63.30'
31.75'
RT. CURB
G
8140'01 "
25.00'
35.63'
21.60'
CURB RETURN
H
90 00'00"
25.00'
39.27'
25.00'
CURB RETURN
1
272855"
112.00'
53.72'
27.39'
RT. CURB
1
2072855"
38.00'
137.61'
--
CUL-DE-SAC
K
19 5825"
332.50'
115.91'
58.55'
CROWNLINE
L
N0032'18"W
--
20.00'
--
OFFSET CIL
RT. CURB
40' 30' 20' 10' 0' 40' 80'
GRAPHIC SCALE: 1"=40'
REVISION DESCRIPTION DATE ENGR. I CITY DATE I PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA
QUO f E S S to 3536 CONCOURS, SUITE 220
SHOULD CONSTRUCTION OF THE REQU I RED IMPROVEMENTS NOT ! ONTARIO, CALIFORNIA 91764-5592
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��`����of �y 909.581.0196 - FAX 909.581.0192 ■ www.RBF.com STREET IMPROVEMENT PLANS
'SHOWN HEREON AND CARRIED FORTH TM A D I L I GENT MANNER �� ��' z DRAWN BY: SCAL
RECORD DRAWING
04/08
' W No.63494 CONSULTING M E TRAC,Tj 16495-1 1" = 40'
'THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Ex .9/30/06 � BL_U"SH LANE/ & RED ASH COURT JOB NUMBER
P VL
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Lr C v j\, PREP R DE E -SWPE I ON DESIGNED BY:
STANDARDS IN EFFECT .9lF OF c a\F - DATE: ?j. Z3 -li`� CHECKED
MATTPCW C. HICKS RCE NO. 63494 EXP. 09-30-06 Lge R.J.B.
u
15-100634
DRAWING 1\10. Q
,�/ ��•by'
35171/14 ..
)OVAL R.C.E. 51152 DTE: _