HomeMy WebLinkAbout3517-6=�A
Q)
I I I I I
16 17 18 19
68.09 LF
z MODIFIED PARKWAY z
O SECTION (SEE TIP. 4
CRABAPPLE LANE SECTION SHEET 2) w
SEE SHEET 7 �'
Ea w
MATCHLINE - STA. 16+03.11 W N
BC
orn 129 �0 3 130 00 0 131 132
49.00 TC A ��� M: o rn + TYP. W
EC v `�� co N o 9 W o o n
49.08 TC �' N O +^ of s o z W
147 T zz ^m " 1.; W� W a
CIL 12' DWY rn I oc�� U _' II �`��
18.37' FROM EC m 32 °° �' °o 0 o co �- =i
mom rn v 16+49.69 ECR co zZ cN ,7
N 1' 49.14 TC i oc�� m
BC +
12' Dwy X92' m aovz, u-
00
°.� ��
C I" OM BC E �_ o R/J -
2.04FR 2 p
146
LEGEND
1
20
133
PROP. A.C. PA VEMEN T
134
EXIST. A.C. PAVEMENT TO BE
SAWCUT AND REMOVED. THEN
Lu
REPLACED PER LAP JOINT
O m
DETAIL ON SHEET 2
N
LIMITED CITY
140
LE
FONTANA STD. O
O2
C'4
�
=
PROP. CONCRETE SIDEWALK
1
20
133
mz
134
i
CONSTRUCTION NOTES:
DELTA/BEARING
Lu
LENGTH
O m
CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL
N
10 00'02"
LE
19.55'
O2
C'4
�
l
a;
J
U �
=
O4
I
10
G
9' F r 1
/
LoI Ll
' . - ........ .? 2D
NOO 56 X70 W �. � .. _.,�....` ... � . _ ���`
MOC �. ; t� 2 PROP. 8" WA TER`' /
48.87 Thy OG 5
145 rL o� - - - -X,- U
Lo
R/W m
w
p� �x�4j�`�`Q >-� �" o0 ohm �rn
O ao o N o
5��6v 144 N Ll
� 143 N � N_ N X 141 -' + 140 139 138 + U C6
U^' 142 om U� N 137
U g TYP. /
0 0
m
mho K, �o
`w w 12.77 + o U 4
c68m c ! LF OCI 49.08 LF W (WA
PARKWA Y
SEE TYP.
SHEET 2)
E-3 N W B A L L P L A E
REV.
REVISION DESCRIPTION
TOLL FREE --/800-227-2600 I G I RECORD DRAWING
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISED STREET SECTIONS
co
CD
rn
NO.63494 DATE:
ix Exp. Sept. 30, 2008
MA THEW C. HICKS
s clvI� ��Q RC N0. 63494 EXP. 09-30-08
lgTfOF CA0F_
11
1
12
�W
12'0p� W m U
�l + Z� O
I -NO: O Lo
00
LOT B R/V
6 - -
�
PROFILE SCALE
HORIZ. 1" = 40'
VERT. 1" = 4'
mz
TABLE
i
CONSTRUCTION NOTES:
DELTA/BEARING
RADIUS
LENGTH
O
CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL
A
10 00'02"
0 0 ca
19.55'
O2
136
B
m
58.00'
=
O4
CONSTRUCT 6"-8" CURB AND GUTTER TRANSITION PER CITY OF FONTANA STD. 1003
TYP.
135 N , 0::
m 4127,",
'
O5
CONSTRUCT CONCRETE SIDEWALK (W=5) PER CITY OF FONTANA STD. 1015
ClINT.
'
12+12.00 SWEETGUM WY =
90'00'00"
55.00'
86.39'
O6
CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. 1006
E
N
37.00'
SEE SHEET
O8
7
a -
Q)
O
CIL INT.
332.50'
115.91'
�
Q
N
9
38.00'
CRABAPPLE
I
I
.,
J
DWG NO .
112.00'
53.72'
O+
N
LT CURB
U Lo
G
9' F r 1
/
LoI Ll
' . - ........ .? 2D
NOO 56 X70 W �. � .. _.,�....` ... � . _ ���`
MOC �. ; t� 2 PROP. 8" WA TER`' /
48.87 Thy OG 5
145 rL o� - - - -X,- U
Lo
R/W m
w
p� �x�4j�`�`Q >-� �" o0 ohm �rn
O ao o N o
5��6v 144 N Ll
� 143 N � N_ N X 141 -' + 140 139 138 + U C6
U^' 142 om U� N 137
U g TYP. /
0 0
m
mho K, �o
`w w 12.77 + o U 4
c68m c ! LF OCI 49.08 LF W (WA
PARKWA Y
SEE TYP.
SHEET 2)
E-3 N W B A L L P L A E
REV.
REVISION DESCRIPTION
TOLL FREE --/800-227-2600 I G I RECORD DRAWING
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISED STREET SECTIONS
co
CD
rn
NO.63494 DATE:
ix Exp. Sept. 30, 2008
MA THEW C. HICKS
s clvI� ��Q RC N0. 63494 EXP. 09-30-08
lgTfOF CA0F_
11
1
12
�W
12'0p� W m U
�l + Z� O
I -NO: O Lo
00
LOT B R/V
6 - -
�
PROFILE SCALE
HORIZ. 1" = 40'
VERT. 1" = 4'
-ir�w-
CURVE/LINE DATA
TABLE
i
CONSTRUCTION NOTES:
DELTA/BEARING
RADIUS
LENGTH
O
CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL
A
10 00'02"
---"''1
19.55'
O2
CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. 1003
B
t12+10.00 SWEETGUM WY =
58.00'
111.35'
O4
CONSTRUCT 6"-8" CURB AND GUTTER TRANSITION PER CITY OF FONTANA STD. 1003
C
14+50.62 CRABAPPLE LN. WEST
m 4127,",
'
O5
CONSTRUCT CONCRETE SIDEWALK (W=5) PER CITY OF FONTANA STD. 1015
ClINT.
'
12+12.00 SWEETGUM WY =
90'00'00"
55.00'
86.39'
O6
CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. 1006
E
14+50.62 CRABAPPLE LN. EAST
37.00'
SEE SHEET
O8
7
SAWCUT AND REMOVE EXISTING A.C. PAVEMENT, REPLACE WITH PROPOSED PAVEMENT
F
CIL INT.
332.50'
115.91'
58.55'
AND FEATHER TO MEET EXISTING GRADE PER LAP JOINT DETAIL ON SHEET 2.
G
9
38.00'
CRABAPPLE
I
LANE O9
CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1 PER DETAIL ON SHEET 3
DWG NO .
112.00'
53.72'
31.39'
LT CURB
1
90 00'00"
35.00'
54.98'
35.00'
CURB RETURN
J
v
3
54.98'
35.00'
CURB RETURN
116
I
--
20.00'
10
CONSTRUCT 4.5" MIN A.C. OVER 95% COMPACTED NATIVE SOIL
L
N
N
y
--
LT. CURB
4
N10 56'02"W
--
42.71'
--
12
REMOVE EXIST. CURB, GUTTER, CROSS GUTTER, AND SIDEWALK
a
--
42.71'
ooh Lu z
RT. CURB
PER APPROVED METHODS
co
dmco^UA
m
CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF FONTANA STD. 103
�rn
13+98.62 BCR
-ir�w-
SHT N1
02.62 . •
\�
oo� \
NS
. t I
CRABAPPLE LANE
CURVE/LINE DATA
TABLE
DELTA/BEARING
RADIUS
LENGTH
TANGENT
REMARK
A
10 00'02"
---"''1
19.55'
9.80'
RT. CURB
B
t12+10.00 SWEETGUM WY =
58.00'
111.35'
82.83'
ITT
C
14+50.62 CRABAPPLE LN. WEST
m 4127,",
'
'.:
RT. CURB
ClINT.
'
12+12.00 SWEETGUM WY =
90'00'00"
55.00'
86.39'
55.00'
CROWN LINE
E
14+50.62 CRABAPPLE LN. EAST
37.00'
58.12'
37.00'
CURB RETURN
F
CIL INT.
332.50'
115.91'
58.55'
CROWNLINE
G
PROP. 12" SEWER
38.00'
137.61'
I
CUL-DE-SAC
H
DWG NO .
SHT N1
02.62 . •
\�
oo� \
NS
. t I
CRABAPPLE LANE
11
40' 30' 20' 10' 0' 40' 80'
0
GRAPHIC SCALE. 1 "=40' a
J
DATE ENGR. CITY DATE PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA
Q�)VESS14H 3536 CONCOURS, SUITE 220
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �a Ew q� ONTARIO, CALIFORNIA 91764-5592 STREET IMPROVEMENT PLANS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ,�� A\ tire, 909.581.0196 ■ FAX 909.581.0192 • www.RBF.com
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , �� �' m DRAWN BY:TRACT 16495-1 SCALE:
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Na .63494 CONSULTING RG 1 - 40
Exp. 9/30/06 SN BELL P & SWEETGUM WAY JOB NUMBER
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND PREPARE UN T S P VI ON OF: DESIGNED BY:
04/08 /rJ ��( STANDARDS IN EFFECT. ��q�F c'vi� F���~� ,v �- RG APPR DRAWING No.0634 Q
OF C A�� _ DATE: Pj-6--0,� CHECKED BY: �_ _a 6
8/05 MA EW C. HICKS RCE NO. 63494 EXP. 09-30-06 1 90 MCH RICARDO SANDOVAL R.C.E. 51152 DATE: 3517 14
CURVE/LINE DATA
TABLE
DELTA/BEARING
RADIUS
LENGTH
TANGENT
REMARK
A
10 00'02"
112.00'
19.55'
9.80'
RT. CURB
B
110'00'05"
58.00'
111.35'
82.83'
RT. KNUCKLE
C
10 00'02"
112.00'
19.55'
9.80'
RT. CURB
D
90'00'00"
55.00'
86.39'
55.00'
CROWN LINE
E
90'00'00"
37.00'
58.12'
37.00'
CURB RETURN
F
19 5825"
332.50'
115.91'
58.55'
CROWNLINE
G
2072855"
38.00'
137.61'
--
CUL-DE-SAC
H
27'2855"
112.00'
53.72'
31.39'
LT CURB
1
90 00'00"
35.00'
54.98'
35.00'
CURB RETURN
J
90 00'00"
35.00'
54.98'
35.00'
CURB RETURN
K
N89 04'00"E
--
20.00'
--
OFFSET C L
L
N2824'55"W
--
50.00'
--
LT. CURB
M
N10 56'02"W
--
42.71'
--
RT. CURB
N
N805558"W
--
42.71'
--
RT. CURB
11
40' 30' 20' 10' 0' 40' 80'
0
GRAPHIC SCALE. 1 "=40' a
J
DATE ENGR. CITY DATE PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA
Q�)VESS14H 3536 CONCOURS, SUITE 220
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �a Ew q� ONTARIO, CALIFORNIA 91764-5592 STREET IMPROVEMENT PLANS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ,�� A\ tire, 909.581.0196 ■ FAX 909.581.0192 • www.RBF.com
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , �� �' m DRAWN BY:TRACT 16495-1 SCALE:
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Na .63494 CONSULTING RG 1 - 40
Exp. 9/30/06 SN BELL P & SWEETGUM WAY JOB NUMBER
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND PREPARE UN T S P VI ON OF: DESIGNED BY:
04/08 /rJ ��( STANDARDS IN EFFECT. ��q�F c'vi� F���~� ,v �- RG APPR DRAWING No.0634 Q
OF C A�� _ DATE: Pj-6--0,� CHECKED BY: �_ _a 6
8/05 MA EW C. HICKS RCE NO. 63494 EXP. 09-30-06 1 90 MCH RICARDO SANDOVAL R.C.E. 51152 DATE: 3517 14