HomeMy WebLinkAbout5603-6LL
W
wr.•al
I�1YLUL
1 1 Mme�. WI %.R CURB NORTH H ILD
O
O
0
O
+
r
a_ U -
30' V.C.
W ti M
M Oq
50' V.C.
U'3
O.C.
L=55:50'
-
U
�C��CCCCC
LA L/4
LA
CCC����CC
m
L/4
J __
O
LO U
WM
CSI
U o N
Cb II
N
�
L-
M LO
Ll4 Ll4 LA w
_
67 I6 O
O cn
- +
cn N
m LA - U
L/4 L/4 LA Ll4 L/4 LA 0
O
�
� O
V
+ �
N
LL_
o
(M O
0.60%
M o O
•
TR= -1.80%
ENGINEER.
U U O P P LO
- Z +O
TR=1.80%
INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001
co U
O O O W 00 ~
O
O
0
O
+
r
/• 11111111=11111111■� �. •'
CCCC - • - • - • I
�_�\j
7 ..C.. Com= :1'
====� ===
10+00 11+00 12+00
TR=2.04%
13+00
a_ U -
30' V.C.
W ti M
M Oq
50' V.C.
U'3
J LL
L=55:50'
-
U
�C��CCCCC
•
1
CCC����CC
P.L=49.87
>
U
w
O.C. LA
of
U_
CSI
w
;-
�
O
o
co
Ll4 Ll4 LA w
Uwco
o�
o�
o�
m LA - U
L/4 L/4 LA Ll4 L/4 LA 0
O
�
cyi � Moo
o Lo
LL_
o
(M O
N
M o O
•
N
ENGINEER.
U U O P P LO
- Z +O
■
INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001
co U
O O O W 00 ~
M +
N
_
REMOVE EXIST. BARRICADE
~ 00 M LL M LL. 00 Lf� +
N U a0 LL CO O
A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN
15
APPLY 12" WHITE LIMIT LINE.
M
+ 67 CO _ O ao (T +
C 6 �? N CO ;�r N
V
--
O
���
16
APPLY 50' DOUBLE YELLOW LINE PER DETAIL 22.
06
p O
2.11%
REVISION DESCRIPTION
-----------------
ENGR.
�v�ti
243°�0
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO
■
PREPARED UNDER THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
IN -TRACT STREET IMPROVEMENT PLANS
.■ ■
- ■
■■
-
1��
��r
��C�
•
• ',
■
C��C
YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT
z° s� Z
No. 36637 m
MADOLE 9302 PITTSBURGH AVE., SUITE 230
� RANCHO CUCAMONGA, CA. 91730
/• 11111111=11111111■� �. •'
CCCC - • - • - • I
�_�\j
7 ..C.. Com= :1'
====� ===
10+00 11+00 12+00
TR=2.04%
13+00
a_ U -
30' V.C.
W ti M
M Oq
50' V.C.
U'3
J LL
L=55:50'
-
U
L-47.12' L=39.27'
O.C. Ll4
O.C.
•
P.I.=49.98
j
U
P.L=49.87
>
U
w
O.C. LA
of
U_
CSI
w
;-
�
O
o
co
Ll4 Ll4 LA w
Uwco
o�
o�
o�
m LA - U
L/4 L/4 LA Ll4 L/4 LA 0
O
�
cyi � Moo
o Lo
LL_
o
(M O
N
M o O
•
N
ENGINEER.
U U O P P LO
- Z +O
+
INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001
co U
O O O W 00 ~
M +
N
_
REMOVE EXIST. BARRICADE
~ 00 M LL M LL. 00 Lf� +
N U a0 LL CO O
A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN
15
APPLY 12" WHITE LIMIT LINE.
M
+ 67 CO _ O ao (T +
C 6 �? N CO ;�r N
V
--
O
���
16
APPLY 50' DOUBLE YELLOW LINE PER DETAIL 22.
06
p O
2.11%
REVISION DESCRIPTION
-----------------
ENGR.
�v�ti
243°�0
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO
■
PREPARED UNDER THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
IN -TRACT STREET IMPROVEMENT PLANS
.■ ■
- ■
/• 11111111=11111111■� �. •'
CCCC - • - • - • I
�_�\j
7 ..C.. Com= :1'
====� ===
10+00 11+00 12+00
TR=2.04%
13+00
o PROP. FS AT CL
C::, _ cz) 17
O
LO A_ cli
L" Ln
`O
PROFILE
HORIZ 1"= 40`
VERT 1"= 4'
15+00 PLAN 1 "= 40' 16+00
SCALE IN FEET
0 40 80 120 160
rY
U
w
a_ U -
W J
uLL_00
W ti M
M Oq
C.0
N M C"M
U'3
J LL
■.MEN
N
.-MEE
•
C2
i�
■
Ali
L
+
N
LA
Z
CSI
47.12
U
O
090000'00"
cn
OO
25.00
C5
VIII
O
45.38
O
�II
ee
Cj
38.82
24.56
N
•
�
ENGINEER.
BENCH MARK: # B-7 BASIS OF BEARINGS:
13
INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001
SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS
■
REMOVE EXIST. BARRICADE
A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN
15
APPLY 12" WHITE LIMIT LINE.
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01°10'30" W WAS USED AS THE BASIS
--
-
-----------------
16
APPLY 50' DOUBLE YELLOW LINE PER DETAIL 22.
■-------
REVISION DESCRIPTION
-----------------
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO
■
PREPARED UNDER THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
o PROP. FS AT CL
C::, _ cz) 17
O
LO A_ cli
L" Ln
`O
PROFILE
HORIZ 1"= 40`
VERT 1"= 4'
15+00 PLAN 1 "= 40' 16+00
SCALE IN FEET
0 40 80 120 160
rY
U
w
FL X-GUTTE
- 1.18%
a_ U -
W J
uLL_00
W ti M
M Oq
C.0
N M C"M
U'3
J LL
■.MEN
N
.-MEE
•
C2
i�
■
Ali
L
+
N
M
00
M M
co M
�f7 r-_:
Z
CSI
47.12
U
O
090000'00"
cn
OO
25.00
C5
VIII
O
45.38
O
�II
ee
Cj
38.82
24.56
N
•
�
ENGINEER.
BENCH MARK: # B-7 BASIS OF BEARINGS:
13
INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001
SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS
■
REMOVE EXIST. BARRICADE
A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN
15
APPLY 12" WHITE LIMIT LINE.
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01°10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
16
APPLY 50' DOUBLE YELLOW LINE PER DETAIL 22.
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO
■
PREPARED UNDER THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
IN -TRACT STREET IMPROVEMENT PLANS
.■ ■
- ■
■■
-
��°�\
�'
■
rwi
FL X-GUTTE
- 1.18%
17+00
C
M
M O
O r 11 2 LL_
LO LL_ ` �
H "II �
O i
O
O
O Lo
+ L
c
18+00
1
a_ U -
W J
uLL_00
W ti M
M Oq
C.0
N M C"M
U'3
J LL
11
OfLL
N
=
•
C2
i�
■
Ali
L
+
N
M
00
M M
co M
�f7 r-_:
Z
CSI
47.12
U
O
090000'00"
cn
OO
25.00
C5
VIII
O
45.38
O
�II
ee
Cj
38.82
24.56
N
•
�
ENGINEER.
BENCH MARK: # B-7 BASIS OF BEARINGS:
13
INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001
SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS
■
REMOVE EXIST. BARRICADE
A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN
15
APPLY 12" WHITE LIMIT LINE.
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01°10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
16
APPLY 50' DOUBLE YELLOW LINE PER DETAIL 22.
17+00
C
M
M O
O r 11 2 LL_
LO LL_ ` �
H "II �
O i
O
O
O Lo
+ L
c
18+00
1
FL X-GUTTEF
CD . PROP. FS AT CL
O C
+ D
O
19+00
a_ U -
W J
uLL_00
W ti M
M Oq
C.0
N M C"M
U'3
J LL
11
OfLL
N
=
N
C2
L/4
rn L/4
25.000
39.27
L
+
N
M
00
M M
co M
�f7 r-_:
Z
CSI
47.12
U
O
090000'00"
cn
OO
25.00
C5
00
O
45.38
O
C6
ee
Cj
38.82
24.56
N
•
ENGINEER.
BENCH MARK: # B-7 BASIS OF BEARINGS:
13
INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001
SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS
■
REMOVE EXIST. BARRICADE
A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN
15
APPLY 12" WHITE LIMIT LINE.
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01°10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
16
APPLY 50' DOUBLE YELLOW LINE PER DETAIL 22.
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO
■
PREPARED UNDER THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
IN -TRACT STREET IMPROVEMENT PLANS
.■ ■
- ■
■■
-
��°�\
�'
■
rwi
YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT
z° s� Z
No. 36637 m
MADOLE 9302 PITTSBURGH AVE., SUITE 230
� RANCHO CUCAMONGA, CA. 91730
DRAWN BY:
TRACT NO.19960-1 -2 -3
SCALE:
MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO
W 3 C m
r
�r Exp: 06-30-18 *
PHONE: W9.481.6322
ngineering Communities for Life FAX: 909.481.6320
JM/EH
>
BLUE IRIS STREET
STA. 10+00.00 STA. 22+10.18
AS SHOWN
DESIGNED BY:
GB / SCL
DATE:
NOV. 2016
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
� C / 1 ��Q
TF o�
CFCA0
DA ,
CHECKED BY:
APPROVED
DRAWING NO.
WLI
{-
6/8/17
5603
6
15
WEN ELL L. I AT URU EXP. 30 8
FL X-GUTTEF
CD . PROP. FS AT CL
O C
+ D
O
19+00
20+00
50W.C.
0- 11
a_ U -
W J
uLL_00
W ti M
M Oq
C.0
N M C"M
U'3
J LL
11
OfLL
N
=
N
C2
L/4
rn L/4
25.000
39.27
L
+
N
M
00
M M
co M
�f7 r-_:
Z
CSI
47.12
U
O
090000'00"
cn
OO
25.00
C5
00
O
45.38
O
C6
67
Cj
38.82
24.56
N
O6 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8')
ENGINEER.
20+00
50W.C.
0- 11
a_ U -
W J
uLL_00
W ti M
M Oq
C.0
N M C"M
U'3
00 LO 0
+ 0
+
00t -
LO N N
N
=
N
C2
P.I.=59.54
Curve #
L=45.38'
I U
0
Tangent
C1
LU
L14
-
47.12
I�M00
C2
L/4
rn L/4
25.000
39.27
L
+
N
M
00
M M
co M
�f7 r-_:
U
W
L[7
CD
CSI
47.12
30.00
C4
090000'00"
25.000
21+00 22+00
CITRUS AVENUE AGAVE AVENUE RIVER ASH WAY FLORA COURT BLUEBONNET WAY OAK MOSS AVENUE
SEE DWG. NO. 3493 SEE SHEET 3 SEE SHEET 9 SEE SHEET 10 SEE SHEET I SEE SHEET 12
i■ Ii i TR. N0. 6 3 TR. NO. 1996 - 3
•//�J 1 2 4 5 6 7 15 40 41 42 J 6,
14 J 19960-■■ 0 J J J J 16 17 J J
12' �0 12' M C N 1' 20' 20' 9 O N C�
N -CJ CL W N , LCA M 5' M J 000 co
O O
I O I- I CS) m J LL L(7 J U_ 1 W J I
� o °° 25 C LJ 1 20' 20 1'
"'-� UN U V/ �N CJ i U �� J �� �n 1 ' 18' 181 1 ' U� �6, "'- '."- �o Urn
vM �� Uo m� 26 c,� 1 20 20'' m� U Uv mU w� 1 20' 20 1' m� �� U
I- + m 0 N O V W O 0 0 O w 0 M M p O �? 0 c.0 L(7 W 0 O
+ O V U O M TT O U N (, CV O U O O R� 6� 6�CD Lcs M U Cv'> U M of M M U CO 1
O _ W C,.� 1� N M m lC7 I / W �c') M M m l2") a W lc'7 ~ 0 m W LCJ 0,5 0 p N� U C3
+ + + M � 0 + + � 0 N
`v PROP. R/W� �� 4 + N 4 ." 4 O �° +
`t �` �n PROP RIW� N
t -W u
11I
3 7 TYP - PROP. S.D. TYP o s - TYP `1 3 9
- �, cl 4J \, �• % W _ �h�`• 4�D�' - .(�'fJ N "'
7i 5 P P ATER 2 _M 5
- - - - 15 12 - - - 89°40'33"E 1� 5 - 20 12 21 2 TYP 11 g !2
cn
10 - 1 �� 6 1 6 1 _ 11 11- 12 TYP - - - - XN
TYP 12 - - TYP - 1 - - - s
3) Cj
I
2 3 3 1 5 2 PROP. EWER 5 11 2 "' 5 �� 11 3 sLU
L 161\j 66 I/T7cn
I
9� o
I I - l 1 4 r PROP. W.Q. F_:Q �/` =) �
C / J Q
I I I O 4 z DRAIN PIPE 4 Pf�OP. RIW 4
Woo J COCl) = �U C/J� Uv= / ��
J � Ll L.L O CO U Q C7 OM U W m ao U-' O N
I I I U W = W' O (n L'I"I U O M O Q' O J N V W z M 117 J / + M
�C�o C7m� coQ UU_ m� MU `� W w v II J_ �� N �w U_ NN
I I CO 0 J V� W L.I..I � V + CO M �_ Oil> W of CO m LJ_ W m l(� 0,) W � /
C3 o 71L c:1 M J ; 87 86 85 84 � 0 83 82 81 80 79 78 77 0 76 75 74 73 0 0 72 N�
0-) I c6 9 71 70 9
I I 4- o
o cfl
QTR. N0: " N 20' WIDE TR. NO. 19960 3 ± o w
_ g II S.D. EASEMENTI
� I I
I 199601 II
Curve Table
Curve #
Delta
Radius
Length
Tangent
C1
090°00'00"
30.000
47.12
30.00
C2
090°00'00"
25.000
39.27
25.00
C3
090000'00"
30.000
47.12
30.00
C4
090000'00"
25.000
39.27
25.00
C5
103059'30"
25.000
45.38
31.99
C6
088058'40"
25.000
38.82
24.56
AGAVE AVENUE
SEE SHEET 2
TOLL FREE _qwwnlwp� 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CD
I I
W
J
Q
U
cn
L7J
J:\126-2659\street\TR 19960\ST06.dwg, 4/26/2017 9:34:33 AM, DWG To PDF.pc3
OAK MOSS AVENUE
SEE SHEET 12
BLUE IRIS STREET
CONSTRUCTION NOTES
O
CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003.
O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95%.
SEE SHEET 14-15 FOR DETAILS.
SEE GENERAL NOTES 31 & 32.
O
INSTALL STREET NAME SIGN PER CITY STD. NO. 4003.
O CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO.1000.
O
INSTALL STREET LIGHT PER MASTER STREET LIGHT PLAN.
O3 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO.1003.
10
INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND.
O4 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO.1006.
11
ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN NO. 2000.
O5 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO.1002. (W=16')
12
ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY
O6 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8')
ENGINEER.
BENCH MARK: # B-7 BASIS OF BEARINGS:
13
INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001
SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS
14
REMOVE EXIST. BARRICADE
A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN
15
APPLY 12" WHITE LIMIT LINE.
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01°10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
16
APPLY 50' DOUBLE YELLOW LINE PER DETAIL 22.
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO
QFtOFESS/pN
�wq F�
PREPARED UNDER THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
IN -TRACT STREET IMPROVEMENT PLANS
��°�\
�'
YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT
z° s� Z
No. 36637 m
MADOLE 9302 PITTSBURGH AVE., SUITE 230
� RANCHO CUCAMONGA, CA. 91730
DRAWN BY:
TRACT NO.19960-1 -2 -3
SCALE:
MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO
W 3 C m
r
�r Exp: 06-30-18 *
PHONE: W9.481.6322
ngineering Communities for Life FAX: 909.481.6320
JM/EH
>
BLUE IRIS STREET
STA. 10+00.00 STA. 22+10.18
AS SHOWN
DESIGNED BY:
GB / SCL
DATE:
NOV. 2016
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
� C / 1 ��Q
TF o�
CFCA0
DA ,
CHECKED BY:
APPROVED
DRAWING NO.
WLI
{-
6/8/17
5603
6
15
WEN ELL L. I AT URU EXP. 30 8
CITY ENGINEER R.C.E. 51152 DATE
L7J
J:\126-2659\street\TR 19960\ST06.dwg, 4/26/2017 9:34:33 AM, DWG To PDF.pc3