HomeMy WebLinkAbout2454-2I
C.=173.82'
• aVF'
V Rs
1 W rwi
P1
1719.42
100,
VC
P1=1719.50
OR
01
DELTA
015 0
LENGTH
o�
V-
100' VC
U~
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m� d5
8
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M ♦ 00
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.
00'23'48"
.*
100 46
C.=173.82'
• aVF'
V Rs
1 W rwi
t t•
R=4.19%
R=4.21%
CXMVE DATA
P1=1719.50
01
DELTA
gF-g�
LENGTH
o�
01
100' VC
RADIUS
LENGTH
TANGENT
A
+
I�
iW
83.06'
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+ r-
W LA..g
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Or
m
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.
00'23'48"
.*
100 46
S
r
��yp
Z
350.00'
83.82'
42.11
0
LA
O 04
h N
±
30.81'
D
O '"
�
�
u -m
U
$
$
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+ �
'-
25.00'
? cn
u-
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0
S19
+
_
r -
34.68'
100' VC
^ Oh
pIA
43.00'
• �f-
p
�
07'23'25"
218.00'
28.12'
14.08'
N
8612'05"
30.00'
45.13
L 28.07'
(S>
17'54'52"
182.00'
56.91'
28.69'
H
86912'05"
30.00'
45.13'
28.07'
(T>
17'54'52"
182.00'
56.91'
28.69'
T
26'42'00"
373.00'
173.82'
88.52'
U
17'54'52"
O�
68.16'
34.36'
J
05'23'12"
327.00'
30.74'
15.38'
(V> 1
27'57'10"
M 04
29.27'
14.93'
K
93'59'43"
25.00'
41.01'
26.81'
W
115'24'21"
+
120.85'
94.92'
L
10212'56"
25.00'
44.60'
30.99'
X
59'30'00"
25.00'
25.96'
14.29'
rN
�.
N
+ h
ul
r r•-
10 0
cq
R=8.43%
L=92.88'
t t•
R=4.19%
1Q -CONST. 4" MIN. AC OVER 12' OF 95% COMPACTED NATIVE,
CXMVE DATA
W
01
DELTA
gF-g�
LENGTH
o�
01
DELTA
RADIUS
LENGTH
TANGENT
A
+
I�
iW
83.06'
M
O • .+. vs
� .-
. Z r- h
+ r-
29.57'
•.- 04
h
+ 00
Or
m
•- pn
Li)
.
00'23'48"
.*
100 46
VIIIIIIIII,
0.69'
C
13043'16"
350.00'
83.82'
42.11
0
17'31'04"
200.00'
61.15'
30.81'
D
O '"
200.00'
62.53
U
P
90'00'00"
25.00'
39.27'
25.00'
E
PI=1719.42
200.00'
62.53'
31.52'
Q
79'28'33"
25.00'
34.68'
100' VC
12+00
/
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+
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117
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28' M 10' 6'
+ 0. c. O.C.
CATCH BASIN N0. 4A do 4B Ss'�b
N. T. S. ��� �• P r ��^
c�
IIo.36275 ,o
* Exp.9/30/"
OF
i
p
0 PORT10N 160'
M PI X1781.80
+ Co
p F W U
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w/ �-- + +cd
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CD pO
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to
Su- /
cn
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mm Q
u- S W LN C3 � la. `! 00
,. �_......,
._. h h O 00 p� O
LO
9 M99 ♦
06
"+' h - r-
cr
V
L& a �g
`4
+ PI=1781.77 4
99
F, w 160' VC
� ~ �S
4 tpC
V75
mth
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V $ 00+cp a� V h h F,
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VE". r=9 ORTION OF 160' VAC
._..____..._ 17+00 18+00__M..__.._..� � .�. 9+0015+00 16+00
/ 1 "REC ORD 17RI4W lNG"
REVISIONS
Ho
DATE
slow- ra m -
Zw
a0 N
U U
m W
O p
N O
'L0 a;
Q a
(10
N
The Consulting Group
6 Morgan, Suite 100
Irvine, Callfomla 92618
(714)587-3012 FAX (714)472-3176
PREPARE U bER SUPERVISION OF:
DATE TRMAS A. P ER ENR.C.E. 35275
Z
m �}
Z .
t ! U > m O
' h
25.52' O.C. �A'
718 r------ '�� ►�'����� p��° �F�'
1718.29 r �-� ---- _ _ O
L
5, 5'
O.C.
6' 28' T 6'
0. C.
CATCH BASIN NO. 3A & 3B
N.T.S.
�I>
00
Ilk
5' 5'
6' 28' 6'
CATCH BASIN NO. 1
N.T.S.
821' '6'
-5r
� N
CATCH BASIN NO. 2
N.T.S.
CONSTRUCTION NOTES:
1Q -CONST. 4" MIN. AC OVER 12' OF 95% COMPACTED NATIVE,
CXMVE DATA
SEE GENERAL NOTES N0. 6 Ac 7 ON SHEET 1.
01
DELTA
RADIUS
LENGTH
TANGENT
01
DELTA
RADIUS
LENGTH
TANGENT
A
26'42'00"
350.00'
163.10'
83.06'
M
05'06'09"
332.00'
29.57'
14.79'
B
12'58'44"
350.00'
79.28'
39.81'
N
00'23'48"
200.00
1.38
0.69'
C
13043'16"
350.00'
83.82'
42.11
0
17'31'04"
200.00'
61.15'
30.81'
D
17'54'52"
200.00'
62.53
31.52
P
90'00'00"
25.00'
39.27'
25.00'
E
17'54'52"
200.00'
62.53'
31.52'
Q
79'28'33"
25.00'
34.68'
20.78'
F
59'30'00"
43.00'
44.65'
24.58'
R
07'23'25"
218.00'
28.12'
14.08'
(01
8612'05"
30.00'
45.13
L 28.07'
(S>
17'54'52"
182.00'
56.91'
28.69'
H
86912'05"
30.00'
45.13'
28.07'
(T>
17'54'52"
182.00'
56.91'
28.69'
<0
26'42'00"
373.00'
173.82'
88.52'
U
17'54'52"
218.00'
68.16'
34.36'
J
05'23'12"
327.00'
30.74'
15.38'
(V> 1
27'57'10"
60.00'
29.27'
14.93'
K
93'59'43"
25.00'
41.01'
26.81'
W
115'24'21"
60.00'
120.85'
94.92'
L
10212'56"
25.00'
44.60'
30.99'
X
59'30'00"
25.00'
25.96'
14.29'
/
r
1
1
w �.
+ O
c0
V-,�� UICA L0. .=34.68'
N �► j �o
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W, .O.C.=39.27 ►- �' p ._
ao
+
/ ' H N
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t
L-
LA /
. f� N -* h U
117
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h00
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U-)
e
0 -will
".' I .fN+ .
/ I M ^ ►�
/ r
W
CN PI
+
04
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I + o
4 $ ~h
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SO + .r
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I rn Ir -
N �3�
i + �. tee•
M
W
t o
\ rj �
Q
5
rn
28' M 10' 6'
+ 0. c. O.C.
CATCH BASIN N0. 4A do 4B Ss'�b
N. T. S. ��� �• P r ��^
c�
IIo.36275 ,o
* Exp.9/30/"
OF
i
p
0 PORT10N 160'
M PI X1781.80
+ Co
p F W U
S TGo / ►v- U-) F --
w/ �-- + +cd
LAJ+ h a, .-
CD pO
S N �h (m ~
H h0 r
S� �U r a
N.__.Go 'i
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C3
C3
CA
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U
b
to
Su- /
cn
Sto
mm Q
u- S W LN C3 � la. `! 00
,. �_......,
._. h h O 00 p� O
LO
9 M99 ♦
06
"+' h - r-
cr
V
L& a �g
`4
+ PI=1781.77 4
99
F, w 160' VC
� ~ �S
4 tpC
V75
mth
� o:
V $ 00+cp a� V h h F,
.41god D co�
-f- W g N
V ui
LLjZ
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H RZ. rwW +
h a� PI=1781.80
VE". r=9 ORTION OF 160' VAC
._..____..._ 17+00 18+00__M..__.._..� � .�. 9+0015+00 16+00
/ 1 "REC ORD 17RI4W lNG"
REVISIONS
Ho
DATE
slow- ra m -
Zw
a0 N
U U
m W
O p
N O
'L0 a;
Q a
(10
N
The Consulting Group
6 Morgan, Suite 100
Irvine, Callfomla 92618
(714)587-3012 FAX (714)472-3176
PREPARE U bER SUPERVISION OF:
DATE TRMAS A. P ER ENR.C.E. 35275
Z
m �}
Z .
t ! U > m O
' h
25.52' O.C. �A'
718 r------ '�� ►�'����� p��° �F�'
1718.29 r �-� ---- _ _ O
L
5, 5'
O.C.
6' 28' T 6'
0. C.
CATCH BASIN NO. 3A & 3B
N.T.S.
�I>
00
Ilk
5' 5'
6' 28' 6'
CATCH BASIN NO. 1
N.T.S.
821' '6'
-5r
� N
CATCH BASIN NO. 2
N.T.S.
CONSTRUCTION NOTES:
10 . s 0
( Df 1''x'1' )
1 inch = 40 fL
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY STREET IMPROVEMENT PLANS SCALE:
DESIGNED BY M 0 NTR EAL DRIVE VERT.: �1'
SES TRACT N0. 14573-1
CHECKED BY DATE:
TAP pLgN AND pRQF1LE 04/07/97
J08 N0. PR �„r,� �� !•d• s DR. N0. SHT. N0.
CITY ENGINEER R.C.E. 25126 4tG1%Jq" 20F4
0
1Q -CONST. 4" MIN. AC OVER 12' OF 95% COMPACTED NATIVE,
SEE GENERAL NOTES N0. 6 Ac 7 ON SHEET 1.
G�-CONST. 6" PCC CURB & GUTTER PER CIN OF FONTANA STD. N0. 101
(D -CONST. 5' WIDE x 4" THICK PCC SIDEWALK ADJACENT TO CURB PER
4
CITY OF FONTANA STD. N0. 105A AND PER DETAIL ON SHEET 1.
&-STREET LIGHTS, NOSTALGIC POLES AND LIGHT FIXTURES, NOSTALGIC KING
K118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-150-HPS-
K12-HS-TS-PR-EDISON-LEXAN TO BE INSTALLED BY SCE.
(D-CONIST. RESIDENTIAL DRIVEWAY PER CIN OF FONTANA STD. N0. 1029
W=16.
O�A
6a -CONST. 25' RADIUS RAMPED CURB RETURN PER CIN OF FONTANA
STD. N0. 104-A (INCLUDES HANDICAP RAMP do SIDEWALK LANDING)
W
a
s
�\\\\
(D --CONST. CROSS GUTTER PER CIN OF FONTANA STD. N0. 105 AND AS
-7?'�,
�s
MODIFIED PER DETAIL ON SHEET 3.
\\\\oo
�V�
1 -7
8a -CONST. STAMPED CONCRETE PAVING TO MATCH EXISTING DECORATIVE
X?a,
PAVEMENT WITHIN HUNTER'S RIDGE. INSTALL PER DETAIL ON SHEET 3.
@-CONST. BARRICADE PER CIN OF FONTANA STD. N0. 118.
OPO
JfflffH
�
GRAPHIC SCALE
10 . s 0
( Df 1''x'1' )
1 inch = 40 fL
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY STREET IMPROVEMENT PLANS SCALE:
DESIGNED BY M 0 NTR EAL DRIVE VERT.: �1'
SES TRACT N0. 14573-1
CHECKED BY DATE:
TAP pLgN AND pRQF1LE 04/07/97
J08 N0. PR �„r,� �� !•d• s DR. N0. SHT. N0.
CITY ENGINEER R.C.E. 25126 4tG1%Jq" 20F4
0