HomeMy WebLinkAbout3523-3I II I
9 10 11
WHITE OAK LANE
SEE SHEET 4
- STA 9+22.03 POST OAK LANE =
MATCHLINE - STA 11+01.58 STREET "C" BC
12'C L DWY "
3.44' FROM EC
EC
6
12' CIL DWY
19.93' FROM BC M
5 BC
51,53
TC2 A
12' CIL DWY /
29.88' FROM MOCK ill
10+06.45'
ST. LIGHT TYPE PER D
STREET LIGHT PLAN
115
z Oz II �J
3 J 3
Y O
I 1
12 13
1 1
14 15
WHITE ASHLANE
MA TCHLINE E STA 5
16+10.71 EC
Z 3 J 123 - BC
116
15
Ot
117 ;
O
4°_ 118
Z
119
120
121
A
0 122
37.00
5& 12
37.00'
N
Q-
ON
0
86.39'
55.00'
CENTERLINE
O9
CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1 & PER DETAIL ON SHEET 2
--
42.71'
--
CL
O
REMOVE EXISTING BARRICADE
Lo
111.35'
82.83'
KNUCKLE
E
CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD 1005
112.00'
19.55'
U
3 3
F
90 00'00"
C"4
cN°
Lo
o N
o0
r-.
I_ J Lo3
N
O
47.12'
30.00'
o 0
0
0
0
62 45 BCR
9+68.61 ECR o+ o N N G W d: v J o U -) (6_I o +
d Z '_N co 00 0p -i W 00 06 1 N
+ U " 00 + + + pt + 0 36 SD PER U v o o U N 14+ 76.01 ECR
10+55.00 BCR = m ± = ^ ^ �� ^ W DWG NO. 3525 + + c +
SHT NO\F-. 5 R�W�-_ `v^, �m ^'^ -
18 131
12' CIL DWY
20.25' FROM
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.M
�M s..W
Citi ...
,�a
77
__. ....
12" SEW
DWG NO. .
132 SHT NO.
12'CLDWY 11
5.97' FROM EC TYP.
4� T 11+36.00 ECR _ a3' S DWG ND. 3524 a �' J ^ U U
R/W SEE LEFT � W 3 U II m U �,
`L 1 " o U o o SEE LEFT SHT N0. 3
8 SEWER W U = r� �n d U
11 �' DWG N0. 3524 3 an U coo o `n °�' U p o o m
TYP. SHT NO. 3 00 3g �� N "� _-' oo N Jm Ju -
3 2 J� o 1 d o �N 140 139 138 c6 W N► �+ m �+ 36 0.`` U N 135
U J L + 00 + ,� + J ._ U N N o
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N u to
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SOUWOOD WAY
SEE RIGHT
TOLL FREE -qqmmmP"l -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
C.
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MATT W C. HICKS
RCE NO. 63494 EXP. 09-30-08
1
16
UNDER WOOD DR.
SEE SHEET 4
SEE DWG NO. 3517
DATE:
UNDERWOOD DR.
SEE SHEET 4
SEE DWG NO. 3517
me
I
11
SEE LEFT
POST OAK LANE
11�t � I III
u vvu IVV. jaza - I
SHT NO. 5 POST OAK LANE
SEE LEFT
CONSTRUCTION NOTES:
PROFILE SCALE
HORIZ. 1" = 40'
VERT. 1" = 4'
0 m m wo"'WO 0 D WA Y
ts u K
40' 30'' 1
20 0 0 40 80
GRAPHIC SCALE: 1"=40'
I!
I I
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PLANNING ■ DESIQN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA
CONCOURSQ
SUITE 220
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QROFEss�py9l ONTARIO,6Ca CALIFORNIA,
91764-5592
C. STREET IMPROVEMENT PLANS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� ���' tif� �y� 909.581.0196 ■ FAX 909.581.0192 . www.RBF.com
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , �� �' DRAWN BY: TRACT 16495 SCALE:
c-DCONSULT G M. E. 1" = 40'
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO E p. 9/30/064POST nAK LANE S URWOOD WAY JOB NUMBER
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sr c 1 ��
PREPARE UN E UPER SiON OF: DESIGNED BY: Q 15-100634
STANDARDS IN EFFECT. 9rF F��� R APPR D BY DRAWING N0. Q
OF C p',l DATE. �(��r/T CHECKED BY:oA 1�4>e� °D�o 3523 3
RECORD DWG. 03/08 MCH MATTHEW C. HICKS RCE NO. 63494 EXP. 09-30-06 R.J°B, RICA DO SANDOVAL R.C.E. 51152 ATE: t 9
Ot
CONSTRUCT 4" MIN A.C. OVER 95%, COMPACTED NATIVE SOIL
O
CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. 1003
QO
LENGTH
CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015
REMARK
A
90,00 0
37.00
5& 12
37.00'
Q
O6
CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. 1006
0
86.39'
55.00'
CENTERLINE
O9
CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1 & PER DETAIL ON SHEET 2
--
42.71'
--
CL
10
REMOVE EXISTING BARRICADE
Lo
111.35'
82.83'
KNUCKLE
E
CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD 1005
112.00'
19.55'
9.80'
�U
F
90 00'00"
0 m m wo"'WO 0 D WA Y
ts u K
40' 30'' 1
20 0 0 40 80
GRAPHIC SCALE: 1"=40'
I!
I I
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PLANNING ■ DESIQN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA
CONCOURSQ
SUITE 220
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QROFEss�py9l ONTARIO,6Ca CALIFORNIA,
91764-5592
C. STREET IMPROVEMENT PLANS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� ���' tif� �y� 909.581.0196 ■ FAX 909.581.0192 . www.RBF.com
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , �� �' DRAWN BY: TRACT 16495 SCALE:
c-DCONSULT G M. E. 1" = 40'
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO E p. 9/30/064POST nAK LANE S URWOOD WAY JOB NUMBER
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sr c 1 ��
PREPARE UN E UPER SiON OF: DESIGNED BY: Q 15-100634
STANDARDS IN EFFECT. 9rF F��� R APPR D BY DRAWING N0. Q
OF C p',l DATE. �(��r/T CHECKED BY:oA 1�4>e� °D�o 3523 3
RECORD DWG. 03/08 MCH MATTHEW C. HICKS RCE NO. 63494 EXP. 09-30-06 R.J°B, RICA DO SANDOVAL R.C.E. 51152 ATE: t 9
CURVE/LINE DATA
TABLE
Q
DELTA/BRNG
RADIUS
LENGTH
TANGENT
REMARK
A
90,00 0
37.00
5& 12
37.00'
CURB RETURN
B
90'00'00"
55.00'
86.39'
55.00'
CENTERLINE
C
N0927'45"E
--
42.71'
--
RT CURB
D
110'00'05"
58° 00'
111.35'
82.83'
KNUCKLE
E
10'00'02"
112.00'
19.55'
9.80'
RT° CURB
F
90 00'00"
30.00'
47.12'
30.00'
CURB RETURN
G
90'00'00"
30.00'
47.12'
30.00'
CURB RETURN
H
86 5347"
37.00'
56.12'
35.05'
CURB RETURN
1
865347"
57° 00'
86.45'
53.99'
CENTERLINE
J
N0726'07"W
--
42.36'
--
RT° CURB
K
106 5352"
62.00'
115.67'
83.63'
KNUCKLE
L
10'00'02"
112.00'
19.55'
9.80'
RT CURB
M
N00'32'18"W
--
22.96'
--
CENTERLINE
N
N023355"W
--
13.79'
--
CENTERLINE
0
N79 27'40"E
--
42.71'
--
RT CURB
P
N8032'15"W
--
42.36'
--
RT° CURB
0 m m wo"'WO 0 D WA Y
ts u K
40' 30'' 1
20 0 0 40 80
GRAPHIC SCALE: 1"=40'
I!
I I
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PLANNING ■ DESIQN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA
CONCOURSQ
SUITE 220
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QROFEss�py9l ONTARIO,6Ca CALIFORNIA,
91764-5592
C. STREET IMPROVEMENT PLANS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� ���' tif� �y� 909.581.0196 ■ FAX 909.581.0192 . www.RBF.com
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , �� �' DRAWN BY: TRACT 16495 SCALE:
c-DCONSULT G M. E. 1" = 40'
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO E p. 9/30/064POST nAK LANE S URWOOD WAY JOB NUMBER
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sr c 1 ��
PREPARE UN E UPER SiON OF: DESIGNED BY: Q 15-100634
STANDARDS IN EFFECT. 9rF F��� R APPR D BY DRAWING N0. Q
OF C p',l DATE. �(��r/T CHECKED BY:oA 1�4>e� °D�o 3523 3
RECORD DWG. 03/08 MCH MATTHEW C. HICKS RCE NO. 63494 EXP. 09-30-06 R.J°B, RICA DO SANDOVAL R.C.E. 51152 ATE: t 9