HomeMy WebLinkAbout4849-13C.P. N0. 12
STA. 10+00.00/STA. 12+92.21
� SIERRA AVE. LER RLN.
FD. NOTHING
11+00 N89'47'10"E
N
N89 -47'10"E
G�
OAC
C.P. N0. 5
STA. 10+00.00/STA. 10+00.00
(E SIERRA AVE./ARROW BLVD.
PER CL TIES
- R/W
11+00
BENCH MARK NO. 119
c
LOCATION:
BRASS CAP NORTH END OF NORTHWEST
CORNER OF SIERRA AVENUE AND ARROW
BOULEVARD.
ELEV. 1275.25'
C.P. NO. 13
STA. 14+16.79 STA. 12+91.76
•,� . CL WHEELER A LERNER LN.
10.40' FD. NOTHING
10.36'v•
.' 48 47 .a °
' N89'47'10"E 105.61 2 0
° 45 +
12+00 1 14+00 .14
46
X189'47'10"E- R4O
LERNER LANE 4.01
89'47'10"E . 70.80' N I' S00'15'3"E •• t '
a 4 11.7 v
a 11.05
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0
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
ORE Y� CODE REQUIRES A DIG ALERT IDENTIFICATION
Q_ o NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIGCIIFNT* MY OF FONIANA
REv.
TKE JOB 11: 101-49
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2.66' °� 10.93'
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18 N89'44'00"E4
16 14 N89'44'00"E 12 '
28.00' 28.00' ' . 13.5' I 12.5'
7.10' ,
2.97' 2.97 2.97' 2.97' -
A • 0 36 5.50 • 10.93'
19 1.00 17 15 1.00 13 + e
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26' 19' 19' 26' 19' 19' 26' 19' v e'
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W I TYPICAL PLANTER DIMENSIONS
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+ 15.50'
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26 31.00' 124 22 31.00' 20rF
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40 2.40' 2.40 2.40' 13.5' 12.5'
27 N89'44'00"E25 23z--N89'44'00"E 21
w I II
(N)
28.00 28.00 . r:� � • •
M II II
C.P. N0. 6
30 29 w 28 N89'44'00" v' W a ' a ARROW BLVD.TM•23+22.18
ANGO AVE.
16.50 I
W
A FOUND IRON ROD
w
LO
rn0 0 0 e I I '4v
LO o e I I I I
a.
ui C6 •e
o 89'44900"E 117.00' ,
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• • ' q .4 , . ' ee , e • , ' • ° .. ° , . ° 43 43 44 o a . 44--
-0
*11 '48.14' ° . N89044'00"E 12.71rw
13+00 14+00 o 15+00 16+00
- - - I - - - - - - - -}- -
0 S89'44'00"W BOULEVARD v
ARROW
I
i
GRAPHIC SCALE
C.P. N0. 7
STA. 14+16.81 STA. 10+00.00
(P ARROW BL ./WHEELER AVE.
FD. NOTHING
TKE ENGINEERING, INC.
�Essi
M• RC 2305 CHICAGO AVENUE
RIVERSIDE CA 92507
No.69984 :8(951) 680-0440
�
Exp•9_30-12 ERING FAX (951) 680-0490
q� CIV1�-� (0- ?'0 a
CF TERRY . RENNER R.C. . No. 69984
REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES: 9-30-12
SURVEY CONTROL TABLE:
C.P. No. NORTHING EASTING BEARING DISTANCE
5 3739.57 4916.59 S89'44900"W 1321.76'
6 3745.72 6238.34
GRADING IMPROVEMENT PLANS
CAMPUS PARKING LOT PROJECT
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE
DATE OF APPROVAL SHOWN HEREON DRAWN BY.-
AND
Y:AND CARRIED FORTH IN A DILIGENT TMR
MANNER, THE CITY ENGINEER MAY DESIGNED BY.-
REQUIRE
Y:REQUIRE REVISIONS TO THE PLANS TO TmR
BRING THEM INTO CONFORMANCE WITH CHECKED BY:
CONDITIONS AND STANDARDS IN EFFECT. TMR
2
(IN FEET)
1 INCH = 20 FEET
CITY OF FONTANA, CALIFORNIA
GRADING IMPROVEMENT PLANS
CAMPUS PARKING LOT IMPROVEMENTS s
W,
AS SHOWN
HORIZONTAL CONTROL PLAN DAM
/.-47 /7 OCT. 2010
BY: DATE: DRAWING NO.:
or 13
JGINEER R.C.E. No. 51152
4849 27
CURVE TABLE
[1]
DELTA/BEARING
RADIUS
LENGTH
TANGENT
1
16'5118"
68.89'
20.26'
10.21'
2
16'51'18"
68.89'
20.26'
10.21'
3
19'24'36"
60.23'
20.40'
10.30'
4
19024036"
60.23'
20.40'
10.30'
5
90'00'00"
15.00'
2.3.56'
15.00'
6
901100'00"
15.00'
23.56'
15.00'
7
90'00'00"
5.00'
7.85'
5.00'
8
89'59'40"
3.50'
5.50'
3.50'
9
90000900"
5.00'
7.85'
5.00'
10
90'00920"
3.50'
5.50'
3.50'
11
90'00925"
7.00'
11.00'
7.00'
12
90'00'25"
5.00'
7.85'
5.00'
13
89059'35"
3.50'
5.50'
3.50'
14
89059'35"
5.00'
7.85'
5.00'
15
90000'25"
3.50'
5.50'
3.50'
16
90'00925"
5.00'
7.85'
5.00'
17
89059935"
3.50'
5.50'
3.50'
18
89059135"
5.00'
7.85'
5.00'
19
90000'25"
3.50'
5.50'
3.50'
20
90000925"
5.00'
7.85'
5.00'
21
89059'35"
3.50'
5.50'
3.50'
22
89059935"
5.00'
7.85'
5.00'
23
90000'25"
3.50'
5.50'
3.50'
24
90000925"
5.00'
7.85'
5.00'
25
89059935"
3.50'
5.50'
3.50'
26
89'59135"
5.00'
7.85'
5.00'
27
90'00925"
3.50'
5.50'
3.50'
28
89059935'
5.00'
7.85'
5.00'
29
90000'25"
3.50'
5.50'
3.50'
30
89059935"
5.00'
7.85'
5.00'
31
90'00925"
14.00'
21.99'
14.00'
32
89'59'35"
14.00'
21.99'
14.00'
33
89'59935"
35.00'
54.97'
35.00'
34
90'00925"
35.00'
54.98'
35.00'
35
89'59935"
3.50'
5.50'
3.50'
36
1 90000925"
3.50'
5.50'
3.50'
37
90000'00"
16.00'
25.13'
16.00'
38
90900'19"
16.00'
25.13'
16.00'
39
89057'15"
20.00'
31.40'
19.98'
40
90'15'35"
3.50'
5.51'
3.52'
41
S90000900"E
-
5.50'
-
42
S89044925"W
-
5.50'
-
43
90'00'00"
14.00'
21.99'
14.00'
44
86'10'39"
15.00'
22.56'
14.03'
45
16'26915"
81.29'
23.32'
11.74'
46
24'13'00"
56.00'
23.67'
12.01'
47
89'57929"
16.00' 1
25.12'
1 15.99'
48
90'02'31 "
16.00'1
25.14'
1 16.019 -
It u
40 2.40' 2.40 2.40' 13.5' 12.5'
27 N89'44'00"E25 23z--N89'44'00"E 21
w I II
(N)
28.00 28.00 . r:� � • •
M II II
C.P. N0. 6
30 29 w 28 N89'44'00" v' W a ' a ARROW BLVD.TM•23+22.18
ANGO AVE.
16.50 I
W
A FOUND IRON ROD
w
LO
rn0 0 0 e I I '4v
LO o e I I I I
a.
ui C6 •e
o 89'44900"E 117.00' ,
-A 31
e ev v , ••
• v 4 A. a '4 ° e a o
• • ' q .4 , . ' ee , e • , ' • ° .. ° , . ° 43 43 44 o a . 44--
-0
*11 '48.14' ° . N89044'00"E 12.71rw
13+00 14+00 o 15+00 16+00
- - - I - - - - - - - -}- -
0 S89'44'00"W BOULEVARD v
ARROW
I
i
GRAPHIC SCALE
C.P. N0. 7
STA. 14+16.81 STA. 10+00.00
(P ARROW BL ./WHEELER AVE.
FD. NOTHING
TKE ENGINEERING, INC.
�Essi
M• RC 2305 CHICAGO AVENUE
RIVERSIDE CA 92507
No.69984 :8(951) 680-0440
�
Exp•9_30-12 ERING FAX (951) 680-0490
q� CIV1�-� (0- ?'0 a
CF TERRY . RENNER R.C. . No. 69984
REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES: 9-30-12
SURVEY CONTROL TABLE:
C.P. No. NORTHING EASTING BEARING DISTANCE
5 3739.57 4916.59 S89'44900"W 1321.76'
6 3745.72 6238.34
GRADING IMPROVEMENT PLANS
CAMPUS PARKING LOT PROJECT
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE
DATE OF APPROVAL SHOWN HEREON DRAWN BY.-
AND
Y:AND CARRIED FORTH IN A DILIGENT TMR
MANNER, THE CITY ENGINEER MAY DESIGNED BY.-
REQUIRE
Y:REQUIRE REVISIONS TO THE PLANS TO TmR
BRING THEM INTO CONFORMANCE WITH CHECKED BY:
CONDITIONS AND STANDARDS IN EFFECT. TMR
2
(IN FEET)
1 INCH = 20 FEET
CITY OF FONTANA, CALIFORNIA
GRADING IMPROVEMENT PLANS
CAMPUS PARKING LOT IMPROVEMENTS s
W,
AS SHOWN
HORIZONTAL CONTROL PLAN DAM
/.-47 /7 OCT. 2010
BY: DATE: DRAWING NO.:
or 13
JGINEER R.C.E. No. 51152
4849 27
--%�--Tj