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9101 1111
970
PROFILE
HORIZI 1" - 40'
VERT: 1" - 4'
ISMI
16
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I 12
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— ��., + _�._ > +
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r JOIN E X• . ; .-�r� ,. 'l` I 18 v `' �a / `-�..//75-5b�� f..
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- - - - - - - - - - - - - - - - 6 a
6 �5 1 .1 ,
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CURB RU E
CONSTRUCTION NOTES"•
TT PER CITY
T P R
a_ CONSTRUCT R AN C
. �� N 8 C CURB D GU £
COS UC C E
2
- � O
�.!
.J L
F ONTARIO T W 1 1 TYPE N AR N 0 E
_ _ 0 0 O S D DWG 0. 2 B
_ A _ A A _
4 4 4 1
r�
_ ,.__.
CONSTRUCT 9u
(MSN) HMAC (TYPE A} PAVEMt
NT
I_ I",
___ _- OVER 12 COMPACTED AGGREGATE BASE
F
(SEE CITY OF FONTANA GENERAL NOTES
FOR STREET IMPROMENVENT 31 & 32)
S
r _,
i
i
V 1.4.
9 ADJUST VALVE 60X ANDCOV R
T0 GRADE
E
1
I
l - rn
0MIn 1
f_r
r,J
O ADJUST MANHOLE FRAME COVER TO GRADEADE
rn .i
F
}
t
! }}
S
11 0 CONSTRUCT CROSS GUTTER PER CITY OF ONTARIO ,
T W N 1 ( Wt GUTTER)
D 0 208 (8'WIDE GU E
SD G .
------------w_ . ?,___..__.__. _ ..__
i3
.
15 CONSTRUCT4 PCC SIDEWALK PER PLAN OF ONTARIO
0
T W N 1 ('PRPLAN)
-� DWG 0 0 5
_...... _ _,_.._____ 7 CONSTRUCT WHEEL CHAIR RAMP PER CITY OF ONTARIO
T W N 1 1 TYPE PER PLAN
STD DWG 0, 2 3 E E L
9
0
CONSTRUCT LOCAL DEPRESSION PER CITY OF ONTARIO
Q
__-_-----:._.__ STD NO 3005, TYPE PER PLAN
CONSTRUCT CATCH BASIN NO.2 PER CITY
OF ONTARIO STD DWG, NO, 3003, WIDTH PER PLAN
31 RELOCATE FIRE HYDRANT ASSEMBLY PER CITY OF ONTARIO
?, ,____._. ___..- STD DWG NO, 4101
302 ADJUST PULL BOX TO GRADE
w
h rJ.-4 _ 1�� _ _ . ,K?I� __._:vw REMOVAL NOTES:
.I^ "h-; _ — - F1 REMOVE EXISTING AC PAVEMENT
_-
p�L,.'I _ I _ _ �._ _.
M ��NII
I� a .
t �I� I_
2� REMOVE EXISTING CURB & GUTTER
L
T
1
F3 REMOVE EXISTING CROSS GUTTER
23.39
- ' 45 56'
i lC
«Y
-F5REMOVE
EXISTING TREE
400,00'
Iw; r., _,_ley . ,._ .,_Ir,
162.33
� RELOCATE STREET LIGHT
C
� sal
�.....�.I 4 4 4'
_ � _ _ �
45.56'
32.24'
9101 1111
970
PROFILE
HORIZI 1" - 40'
VERT: 1" - 4'
ISMI
16
I'1r
IW-1
I 12
X78.4 T� I c O
— ��., + _�._ > +
co0.
y to iii
a
.. j _7 .13 PCC I Q
r JOIN E X• . ; .-�r� ,. 'l` I 18 v `' �a / `-�..//75-5b�� f..
! * • • * �,'' -. o, �' • ` 10 74 *2 7 2`,'''.k - _ .- _ - - 76.31 T
_. ?4 ? s 74.8 ;�3 � �i i� 21 — O
- - - - - - - - - - - - - - - - 6 a
6 �5 1 .1 ,
Iri •,,41
`�. ,,` ? ,� .. - x • 6.35 19 0 ;,,
o y to3 cn
L, m m Ii. EX. R/W • • ;•,
i
i
R RN
_. '_ .. .,
S .
CURB RU E
CONSTRUCTION NOTES"•
TT PER CITY
T P R
a_ CONSTRUCT R AN C
. �� N 8 C CURB D GU £
COS UC C E
2
- � O
�.!
.J L
F ONTARIO T W 1 1 TYPE N AR N 0 E
_ _ 0 0 O S D DWG 0. 2 B
_ A _ A A _
4 4 4 1
r�
_ ,.__.
CONSTRUCT 9u
(MSN) HMAC (TYPE A} PAVEMt
NT
I_ I",
___ _- OVER 12 COMPACTED AGGREGATE BASE
F
(SEE CITY OF FONTANA GENERAL NOTES
FOR STREET IMPROMENVENT 31 & 32)
S
r _,
i
i
V 1.4.
9 ADJUST VALVE 60X ANDCOV R
T0 GRADE
E
1
I
l - rn
0MIn 1
f_r
r,J
O ADJUST MANHOLE FRAME COVER TO GRADEADE
rn .i
F
}
t
! }}
S
11 0 CONSTRUCT CROSS GUTTER PER CITY OF ONTARIO ,
T W N 1 ( Wt GUTTER)
D 0 208 (8'WIDE GU E
SD G .
------------w_ . ?,___..__.__. _ ..__
i3
.
15 CONSTRUCT4 PCC SIDEWALK PER PLAN OF ONTARIO
0
T W N 1 ('PRPLAN)
-� DWG 0 0 5
_...... _ _,_.._____ 7 CONSTRUCT WHEEL CHAIR RAMP PER CITY OF ONTARIO
T W N 1 1 TYPE PER PLAN
STD DWG 0, 2 3 E E L
9
0
CONSTRUCT LOCAL DEPRESSION PER CITY OF ONTARIO
Q
__-_-----:._.__ STD NO 3005, TYPE PER PLAN
CONSTRUCT CATCH BASIN NO.2 PER CITY
OF ONTARIO STD DWG, NO, 3003, WIDTH PER PLAN
31 RELOCATE FIRE HYDRANT ASSEMBLY PER CITY OF ONTARIO
?, ,____._. ___..- STD DWG NO, 4101
302 ADJUST PULL BOX TO GRADE
w
h rJ.-4 _ 1�� _ _ . ,K?I� __._:vw REMOVAL NOTES:
.I^ "h-; _ — - F1 REMOVE EXISTING AC PAVEMENT
_-
p�L,.'I _ I _ _ �._ _.
M ��NII
I� a .
t �I� I_
2� REMOVE EXISTING CURB & GUTTER
L
T
1
F3 REMOVE EXISTING CROSS GUTTER
23.39
- ' 45 56'
i lC
«Y
-F5REMOVE
EXISTING TREE
400,00'
23.25
162.33
� RELOCATE STREET LIGHT
C
� sal
�.....�.I 4 4 4'
_ � _ _ �
45.56'
32.24'
D
®RELOCATE TELEPHONE VAULT BY OTHERS (GTE)
64.21;
37.39'
E
11 RELOCATE METER
8 56'2011109.21
N- r
12 RELOCATE ELECTRICAL VAULT BY OTHERS (SCE)
PROTECT IN PLACE
20.00'
83009-53"
29.03'
17.75'
G
20,00'
76.44'52"
26.79'
15.84'
H
700.00'
8.24-2511
102.71'
51.45-
;:
Fl 61 RELOCATE TELEPHONE POLE BY OTHERS (GTE)
86° 3426"
I^ - 17 ADJUST POWER POLE BY OTHERS (SCE)
18 REMOVE ASHPALT CONCRETE BERM
me
CENTERLINE CURVE DATA CURVE DATA
CURVE
R
A
L
T
1
400.00'
23.39
163.29
82,80'
2
400,00'
23.25
162.33
82.30'
N I co Of
Ln to to `n co • ,� co
o c I `. .• % �' o ,S89°N2'3i""E W' LU LEGEND-
• / s ♦ s =
r ^ �? I • • -- ,. 9 2 �. '' pQ., GRIND EXISTING AC PAVEMENT
g L6 cfl I ,• �'� �,, --- 4 I y
� � * _ C PROPOSED STAMPED PCC MEDIAN
Ln
U) SAWCUT
CURVE
R
A
L
T
A
50.00'
430 30'37"
37.97'
19.95'
B
30.00'
167° 15'56"
87,58'
268.84'
C
25,00'
104° 24'57"
45.56'
32.24'
D
50.00'
730 34'45'
64.21;
37.39'
E
700.00
8 56'2011109.21
54.72
F
20.00'
83009-53"
29.03'
17.75'
G
20,00'
76.44'52"
26.79'
15.84'
H
700.00'
8.24-2511
102.71'
51.45-
S
50.00'
86° 3426"
75.55'
47.10'
T
200.00'
260 5952"
48.01'
46.62'
168.00'
130 10'41"
1 38.64'
19.41'
16
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W �� T AiL ,':� '� i j 20' 0 40 80'
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F �
CJ V SCALE. V . 40'
W
ui
G
T 2FEss, PREPARED UNDER THE SUPERVISION OF; CITY OF FONTANA, CALIFORNIA
W 11 SHOULD CONSTRUCTION OF THE REQUIRED ���,� c,•G. c �. P TTERSON
IMPROVEMENTS NOT COMMENCE WITHIN TWO STREET IMPROVEMENT PLAN
z CITY OF ONTARIO � �
ASSOCIATES, INC.
0 YEARS OF THE DATE OF APPROVAL SHOWN HEREON W �„ cryo-raacKwoa�s eh�ir�eaw� paAwN ,gt. SCALE:
N AND CARRIED FORTH IN A DILIGENT MANNER, THE "°' 74s 7 S T WN CaUNTRY RD,S�TE 300 E. LOPEZ AIRPORT DRIVE AS SHOWN
a w DIAL Two WORKING Earn, 6/3oiu �, o ANG , t;A 92�s8 De PLAN AND PROFILE DATE-
V W RECOMMENDED BY-, l .: ' � � �EER �3 YD BEFORE �
DAYS BEFORE
E CITY ENGINEER MAY REQUIRE REVISIONS TO THE � S E. LOPEZ '� - ;�'�� 70*18 ,%TO STA 76*00 11/30/12
um _/ 3 TOLL FREE Baa-227.2sO0 REv, PLANS TO BRING THEM INTO CONFORMANCE WITH '+r�. �O„tVI Dote : CMz 0 � P o •' DRAWMG No.:
ACCEPTED BY: I I A PUBLIC SERVICE 8Y UNDERGROUND SERVICE ALERT REWSW DESCRIPTION DATE ENdt. CITY DATE STANDARDS IN EFFECT. MARZIEH S.G. GHANDEHARI R.C.E. 62746 GHANDEHARI DATE. ,�
I _�. 5119 1 4 984
1