HomeMy WebLinkAbout3520-6I I
9 10
SEE SHEET 7
SEA JADE LANE
11 12 13 14 16 16 17
MATCHLINE-STA. 11+01.58 SEA JADE LANE
STA. 9+22.03 NILE LILY WAY
15 EC,
BC
12' CIL DWY N' I 96
T�3.66' FROM BC
12' CIL DWY L
29.74' FROM BC D 9+68.61 ECR
14 EC
>� C
97
TOLL FREE -qmmmm"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
D1
REV.
CURVE/LINE DATA
MAYBERRY STREET
90103
TYP.
>'
z
U m
3
V
no
12
2 1
c5 2
mao
-00 10
00
c�00
3
O ~
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>-
0
v3
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�'
a
Z
V
o
oo
N ,_
N I
TYP.
12+27.07 BCR o
24 SD PER +
97
TOLL FREE -qmmmm"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
D1
REV.
13 11+41 07 ECR
8" SWR PER
DWG NO 3522
w5,�
rn 6
8 rn 7 N
+
NILE LILY WAY
REVISION DESCRIPTION
� � RECORD DRAWING
CURVE/LINE DATA
MAYBERRY STREET
90103
TYP.
104 105
J
f� c:I OQ
TANGENT
U
12
2 1
c5 2
C) �N
3 + o=-'
cV
2
-
\ 0 4
3
O ~
JW
d
101
>-
0
v3
0o
�'
a
Z
V
o
oo
N ,_
N I
v o
°Q
12+27.07 BCR o
24 SD PER +
CL J
100 a
U Oo
+ �
ev �
DWG NO 3522 CD
98 W� 99
;
9.80'
CID
�
F
15 09'02"
co
163.42'
N+
RT. CURB
G
15 09'02"
O ~ J
O
+
79.79'
CENTERLINE
H
15 09'02"
582.00'
153.90'
77.40'
LT. CURB
1
1417'44"
1018.00'
254.00'
127.66'
LT. CURB
1
14 45'19"
1000.00'
257.53'
129.48'
CENTERLINE
K
13 11+41 07 ECR
8" SWR PER
DWG NO 3522
w5,�
rn 6
8 rn 7 N
+
NILE LILY WAY
REVISION DESCRIPTION
� � RECORD DRAWING
C_
CO N
CD
LLJ
No. 63494
Exp. Sept. 30. 2008
C
U;r CIVI\-
r�Ofi CA0
MATTHEW C. HICKS
RCE NO. 63494 EXP. 09-30-08
I 16+47.73 NILE LILY WAY=
11+84.11 MAYBERRY STREET
! I CIL INT
r j%l •, I�r��
CURVE/LINE DATA
MAYBERRY STREET
SEE
SHEET 3
Wm
J
f� c:I OQ
TANGENT
U
II -I q
o
2 1
c5 2
C) �N
3 + o=-'
cV
37.00'
-
\ 0 4
tet-
m
O ~
JW
d
COD 12 +��
55.00'
+
TIP.
110'00'05"
58.00'
9
82.83'
C_
CO N
CD
LLJ
No. 63494
Exp. Sept. 30. 2008
C
U;r CIVI\-
r�Ofi CA0
MATTHEW C. HICKS
RCE NO. 63494 EXP. 09-30-08
I 16+47.73 NILE LILY WAY=
11+84.11 MAYBERRY STREET
! I CIL INT
r j%l •, I�r��
DATE: `1 -15
CONSTRUCTION NOTES:
O CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL
OZ CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. 1003
O5 CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015
O9 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1 SHOWN ON SHEET 2
12 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD 1005
CURVE/LINE DATA
MAYBERRY STREET
SEE
SHEET 3
DATE: `1 -15
CONSTRUCTION NOTES:
O CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL
OZ CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. 1003
O5 CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015
O9 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1 SHOWN ON SHEET 2
12 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD 1005
DATE ENGR. CITY DATE PLANNINU ■ DESION ■ CONSTRUCTION
Q�
pF E S S jO 3536 CONCOURS, SUITE 220
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT N9l ONTARIO, CALIFORNIA 91764-5692
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL � �' soa.5s1.o196 . Fax 9oa.5s1.o192 www.RBF.com
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �� N
,-, No.63494 CONSULTING
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. 9/30/06
it
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sr c j v l\- PREPARED NDE E PE Is ,N ,/ .•
STANDARDS IN EFFECT. 9lF OF C A IF% DATE: ` -19-4/p
�lDB5
MATTHEW C. HICKS RCE NO. 63494 EXP. 09-30-06
PROFILE SCALE
HORIZ. 1" = 40'
VERT. 1" = 4'
40' 30' 20' 10' 0' 40' 80'
GRAPHIC SCALE: 1"=40'
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:TRACT IPM -2 SCALE:
1 " = 40'
M.E.
DESIGNED BY:NILE��/�WAYJOB NUMBER
15-100634
R. G.'
;C�ARO
VED B DRAWING N0. 6
CHECKED BY:-Z�•py
i R.J.B. DO SANDOVAL R.C.E. 51152 DAT : 3520
I I
a
CURVE/LINE DATA
TABLE
Q
DELTA/BRG
RADIUS
LENGTH
TANGENT
REMARK
A
90 00'00"
37.00'
58.12'
37.00'
CURB RETURN
B
90 00'00"
55.00'
86.39'
55.00'
CENTERLINE
C
110'00'05"
58.00'
111.35'
82.83'
KNUCKLE
D
N09 2745"E
--
42.71'
--
RT CURB
E
10 00'02"
112.00'
19.55'
9.80'
RT. CURB
F
15 09'02"
618.00'
163.42'
82.19'
RT. CURB
G
15 09'02"
600.00'
158.66'
79.79'
CENTERLINE
H
15 09'02"
582.00'
153.90'
77.40'
LT. CURB
1
1417'44"
1018.00'
254.00'
127.66'
LT. CURB
1
14 45'19"
1000.00'
257.53'
129.48'
CENTERLINE
K
14'15'15"
982.00'
244.30'
122.79'
RT CURB
L
N00 32'18"W
--
22.96'
--
CENTERLINE
M
N79 27'40"E
--
42.71'
--
RT. CURB
N
10 00'02"
112.00'
19.55'
9.80'
RT. CURB
DATE ENGR. CITY DATE PLANNINU ■ DESION ■ CONSTRUCTION
Q�
pF E S S jO 3536 CONCOURS, SUITE 220
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT N9l ONTARIO, CALIFORNIA 91764-5692
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL � �' soa.5s1.o196 . Fax 9oa.5s1.o192 www.RBF.com
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �� N
,-, No.63494 CONSULTING
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. 9/30/06
it
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sr c j v l\- PREPARED NDE E PE Is ,N ,/ .•
STANDARDS IN EFFECT. 9lF OF C A IF% DATE: ` -19-4/p
�lDB5
MATTHEW C. HICKS RCE NO. 63494 EXP. 09-30-06
PROFILE SCALE
HORIZ. 1" = 40'
VERT. 1" = 4'
40' 30' 20' 10' 0' 40' 80'
GRAPHIC SCALE: 1"=40'
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:TRACT IPM -2 SCALE:
1 " = 40'
M.E.
DESIGNED BY:NILE��/�WAYJOB NUMBER
15-100634
R. G.'
;C�ARO
VED B DRAWING N0. 6
CHECKED BY:-Z�•py
i R.J.B. DO SANDOVAL R.C.E. 51152 DAT : 3520
I I
a