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HORIZ. 1 40'
L
VERT. 1 =4
t
10 11 12 13 14 15 14 15 16
CURVE TABLE.
Number
Delta
Radius
Length
Tangent
B
05002'06"
250.00'
21.97'
10.99'
C
05*02'06"
268.00'
23.55'
11.78'
D
05*02'06"
232.00'
20.39'
10.20:
E
29054'26"
360.00'
187.91'
96.15
F
29054'26"
342.00'
178.52'
91.34'
G
29*54'26"
378.00'
197.31'
100.96'
H
22028'06"
200.00'
78.43'
39.72'
1
22*28'06"
182.00'
71.37'
36.15'
1
1119'54"
218.00'
43.11'
21.63'
K
63*53'33"
43.00'
47.95'
26.81'
L
63*53'33"
25.00'
27.88'
15.59'
M
22*59',34"
57.00'
22.87'
11.59'
N
127'11'16"
58.00'
128.75'
116.81'
0
10*31'47"
280.00'
51.46'
25.80'
P
08003'40"
298.00'
41.93'
21.00'
Q
32*49'55"
57.00 9
32.66 9
16.79'
R
07049'45"
262.00'
35.80'
17.93'
S
26027'34"
100.00'
46.18'
23.51'
T
51039'34"
57.00'
51.39'
27.59'
U
2,35*05',37"
38.00'
155.92'
- - -
EA I
q INT.
STA. 10+00.00 BUNKER HILL PL.
=STA. 11+53.01 BULL RUN Pl_.-`,�
3
4
BULL RUN PLACE
SEE SHEET
4
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00
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CONSTRUCTION NOTES
D
r!
0
4" A.C. OVER 6" A.B. *FINAL SECTION TO BE DETERMINED AFTER ROUGH GRADING
0
CONST.
6" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101.
3
16
CC)
C:) 0
to
CONST.
6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101.
18
0 0 (D
01
C�
-M
0:
Ln
in
)P,
14- �_
+
+
0 1714-
00
+
C3
w
17 t
o CO
5' PUBLIC -
UTILITY
_j
U_
16
U)TIFUtJLIL;
Ll Ty
(0
Cj
+
6
V_
EASEMENT
\_
U)
E.V.C.
END OF VERTICAL CURVE
M.V.C.
19.52'--- -C=-24.17
0
L0
--_VL_=6 3
=6
0
.0
M
04
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61.66 TC
o
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V)
61.88 TC
00 UI.
61.16 FL
_C
-61.38 FL
I U,
489'5857 try,
to
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M
M
16
61.52
0!
r -
C*4
C4
so
Ln
0)
Ln
Cn
Ln
Ln
1__�
01 @
0 . 16
S 0
0
-5 Ar 40 6
20 L
On -
K
x
r
6 0 61
� 19 L . st" I
4Z�5 r
-lb-
rol
3
H
\01
rop
1�
.NOTE:
SOME GRADE ELEVATION VALUES ARE
ABBREVIATED. WHERE AN ABBREVIATED
GRADE OCCURS, ADD 1200 TO THE
VALUE TO OBTAIN THE ACTUAL ELEVATION.
C e2
CONSTRUCTION NOTES
D
61 TC
4" A.C. OVER 6" A.B. *FINAL SECTION TO BE DETERMINED AFTER ROUGH GRADING
2
CONST.
6" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101.
3
CONST.
4" THICK P.C.C. SIDEWALK (W=4.5')
+
CONST.
6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101.
FLOW LINE ELEVATION
15.5
9.77
L=50.04
IN GUTTER PORTION. (SIZE PER PLAN)
6
CONST.
ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A.
00
+
CONST.
CURB INLET LOCAL DEPRESSION PER CITY OF FONTANA STD.
r_
+
5' PUBLIC -
UTILITY
_j
U_
16
CONST.
0
Q
Cj
0)
r -
6
V_
0-1
00
+
+
E.V.C.
END OF VERTICAL CURVE
M.V.C.
EASEMENT
0
L0
0
.0
M
04
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C-)
V)
co
o
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<
V)
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<
U)
GO
38 b
1-F,
M
+
0
I,-
to
+
M
M
16
0!
r -
C*4
C4
c'400E6
to
.NOTE:
SOME GRADE ELEVATION VALUES ARE
ABBREVIATED. WHERE AN ABBREVIATED
GRADE OCCURS, ADD 1200 TO THE
VALUE TO OBTAIN THE ACTUAL ELEVATION.
C e2
CONSTRUCTION NOTES
&1
CONST.
4" A.C. OVER 6" A.B. *FINAL SECTION TO BE DETERMINED AFTER ROUGH GRADING
2
CONST.
6" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101.
3
CONST.
4" THICK P.C.C. SIDEWALK (W=4.5')
+
CONST.
6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101.
FLOW LINE ELEVATION
CONST.
CROSS GUTTER WITH #4 BAR @ 12" O.C. BOTH WAYS
IN GUTTER PORTION. (SIZE PER PLAN)
6
CONST.
ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A.
6-7-2.
CONST.
CURB INLET LOCAL DEPRESSION PER CITY OF FONTANA STD.
O.C.
DETAIL
121.
16
CONST.
RESIDENTIAL DRIVEWAY (MAX. 16') PER CITY OF FONTANA STD. DETAIL 102.
@-INSTALL
POINT OF REVERSE CURVE
5800 LUMEN COBRAHEAD CUT-OFF, LUMINARE, MOUNTED ON A "MARBLE LIGHT"
POINT OF COMPOUND CURVE
STANDARD.
MOUNTING HEIGHT SHALL BE 25 .
.NOTE:
SOME GRADE ELEVATION VALUES ARE
ABBREVIATED. WHERE AN ABBREVIATED
GRADE OCCURS, ADD 1200 TO THE
VALUE TO OBTAIN THE ACTUAL ELEVATION.
C e2
4
16
35 1
ut 3
P1.
16 31
:0 12'
.6
ill;132
16
3
1 " =40'
-A
STA. 15+42.72
0
LA
36
37 16
16
91
(P
0.
4
16
35 1
ut 3
P1.
16 31
:0 12'
.6
ill;132
16
3
1 " =40'
C�
STA. 14+81.36
E. C. @ C
RECURD DRAWING
L a e�
.-&166�2--A Azuba= 0 A
10, 1,09 -mon on this n 00fawwu ww ofta no
must he vaded In the field by anyom%� Inrlor to use w a NO.
FOR PAN, INC. is not responsift for COOM
comstruefitm. HALL & LuRE ft
IffiderIMUnd Utility Ioeatiff!S Or dePiCtions. Al above gmund
laellifies ean be readily seen and verffied by e Dor"Awre- fhat Cf& 40' 01 401 80' 120'
OF CAQ� GRAPHIC SCALEi 1'=40'
Adefed 'itece.-i arow;^!j 0141t1w of Ad I -0a
1��i3FES moor & meman Inc.
D L
mm r A Civil Engineering - Planning - Surveying - Public Works
C.D
uj !4573
No. 24573 __0 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 - (909) 982-7777
Exp. 12/31/01 PREPARED UNDER THE SUPERVISION OF:
clvk\�
_T OF CAA
ENGR'S. CITY
REVISIONS APPROVAL DATE APPROVAL DATE -RICHARD L. BOWMAN R.C.E. 24573 DATE:
kDIUS POINT
26
STA. 15+42.72
ANG. PT. @ q
H.P.
Ln
rn
16
(�)
TOP OF CURB ELEVATION
+
2
+
0
+x. a)
FLOW LINE ELEVATION
b
SHEET MATCH LINE
TRACT BOUNDARY / PROPERTY LINE
31
CD
6-7-2.
G.B.
_C6. 113
O.C.
'TC,
r
B.C.
BEGIN CURVE
E.C.
END OF CURVE
P.R.C.
POINT OF REVERSE CURVE
P.C.C.
POINT OF COMPOUND CURVE
B.V.C.
BEGIN VERTICAL CURVE
E.V.C.
END OF VERTICAL CURVE
M.V.C.
MIDDLE OF VERTICAL CURVE
C�
STA. 14+81.36
E. C. @ C
RECURD DRAWING
L a e�
.-&166�2--A Azuba= 0 A
10, 1,09 -mon on this n 00fawwu ww ofta no
must he vaded In the field by anyom%� Inrlor to use w a NO.
FOR PAN, INC. is not responsift for COOM
comstruefitm. HALL & LuRE ft
IffiderIMUnd Utility Ioeatiff!S Or dePiCtions. Al above gmund
laellifies ean be readily seen and verffied by e Dor"Awre- fhat Cf& 40' 01 401 80' 120'
OF CAQ� GRAPHIC SCALEi 1'=40'
Adefed 'itece.-i arow;^!j 0141t1w of Ad I -0a
1��i3FES moor & meman Inc.
D L
mm r A Civil Engineering - Planning - Surveying - Public Works
C.D
uj !4573
No. 24573 __0 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 - (909) 982-7777
Exp. 12/31/01 PREPARED UNDER THE SUPERVISION OF:
clvk\�
_T OF CAA
ENGR'S. CITY
REVISIONS APPROVAL DATE APPROVAL DATE -RICHARD L. BOWMAN R.C.E. 24573 DATE:
kDIUS POINT
26
STA. 15+42.72
ANG. PT. @ q
H.P.
HIGH POINT
T.C.
TOP OF CURB ELEVATION
F.S.
FINISHED SURFACE ELEVATION
F.L.
FLOW LINE ELEVATION
SHEET MATCH LINE
TRACT BOUNDARY / PROPERTY LINE
DIRECTION OF FLOW
EXISTING SPOT ELEVATION
G.B.
GRADE BREAK
O.C.
ON CURB
B.C.
BEGIN CURVE
E.C.
END OF CURVE
P.R.C.
POINT OF REVERSE CURVE
P.C.C.
POINT OF COMPOUND CURVE
B.V.C.
BEGIN VERTICAL CURVE
E.V.C.
END OF VERTICAL CURVE
M.V.C.
MIDDLE OF VERTICAL CURVE
CITY OF FONTANA, CALIFORNIA
DRAWN BY STREET IMPROVEMENT PLANS SCALE:
RLM HORIZ: 1" 40'
DESIGNED BY FOR VERT: 1 49
DLB & RLM TRACT NO. 15957-3, -4 & -5 DATE:
CHECKED BY
DLB BU14KER HILL PLACE 1/12/99
JOB NO. DR. NO. SHT. NO.
5195 APPROVED 2686 3 OF 8
1 /:�J' 3ITY ENGINEER R.C.E. No. 25126