HomeMy WebLinkAbout5708-151080
1070
1060
1050
1040
1030
1020
1080
1070
1060
1050
1040
1030
1020
1080
1070
1060
1050
1040
1030
1020
1080
1070
1060
1050
1040
1030
1020
1080
1070
1060
1050
1040
1030
1020
3S+5Q00
N' Y CL Y
R W R W R W
L
_ 9
44' _ 44' TI 2' 1
34' 12' DEDICATION
1
I I
6010 R=2.43%
1
NY CL
CON
S LY
R W
R W
R W
R W
9
R/W
Ln\
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44'
44'
2' _ 1
44'
44'
34' 12'
DEDICATION
34' 12'1
34' 12'
34' 12'
34' 12'
1051.44 1
R=232%
I
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TC
(R=2.06%)
R=1.65%
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-'
R=1.76%
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0
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1051.67
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CON
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R W
R W
R W
R W
91'
R/W
Ln\
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_ 44'
44'
2' 1
44'
44'
34' 12'
DEDICATION
34' 12'1
34' 12'
34' 12'
34' 12'
1051.76 1
R=232%
I
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TC
I
(R=2.34%)
(-
R_1_w
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R/W
34100.00
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R W go,
R W
44' 44' _ 2' 1
34' 12' DEDICATION
1052.09 1
TC
(R=2_ ,_01%) R=2.047.
1
1052.32
33+50.00
N' Y CL S LY 1
R W 9'_ R W R W
44' _ - q 4' 2' 1
34' 12' DEDICATION
1052.41 1
I TC
R=1.79%
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1052.64 1
0.o � p °°CL R/W
LNC cV U"
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070 1070
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050 1050
040 1040
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070 1070
060 1060
050 1050
040 1040
030 1030
020 1020
080 1080
070 1070
060 1060
050 1050
040 1040
030 1030
020 1020
33+00.00
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44'
44'
of
33+50.00
N' Y CL S LY 1
R W 9'_ R W R W
44' _ - q 4' 2' 1
34' 12' DEDICATION
1052.41 1
I TC
R=1.79%
- _
1052.64 1
0.o � p °°CL R/W
LNC cV U"
LO oCD1
080 1080
070 1070
060 1060
050 1050
040 1040
030 1030
020 1020
080 1080
070 1070
060 1060
050 1050
040 1040
030 1030
020 1020
UOU luau
070 1070
060 1060
050 1050
040 1040
030 1030
020 1020
UOu luau
070 1070
060 1060
050 1050
040 1040
030 1030
020 1020
080 1080
070 1070
060 1060
050 1050
040 1040
030 1030
020 1020
33+00.00
N'LY
CL
CL
S LY
R W
W
R W
R W
R/W
IJZ
gip
9
TC
2' 1
44'
44'
44'
2'
34' 12'1
34' 12'
34' 12'
34' 12'
DEDICATION
R=232%
I
z
1050.79 1
1051.06 1
1052.44
R=2.3 %
(R=2__._29%)
R=1.76%
TC
TC
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1051.02
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1052.67
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1051.57
rn
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R/W
R/W
En
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R/W
32150.00
N' Y CL4WSR
Y
R W W
944' 442'34'EDICATION52.16
I TC
(R=2`34%) R=2.1 %
1052.39
,n z_ R/W
co c O a_
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o ��
32+00.00
NLwy CL S Y
R ' R W R W
44' 44' 2'
34' 12' DEDICATION
1051.89
TC
(R=2_39%) R=2.09%
M z M 1052.12
MN N� R/W
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o �U_
N' Y CL S LY 1
R W R W R W
9
44' 44' 2' 1
34' 12' DEDICATION
1051.61 1
TC
L (R=1.73%) R=1.95%
1
1051.84
N o0 0� R/W
U_ 7 J
o 1
1
1
31+00.00
N' Y
CL
CL
S LY
RW
W
RW
RW
R/W
IJZ
gip
44'
TC
2' 1
44'
44' _
44' 1
2' '
34' 12'1
34' 12'
34' 12'
34' 12'
DEDICATION
R=232%
I
z
1050.79 1
1051.06 1
1051.34
R=2.3 %
o
TC
TC
TC
(R=2.55%)
(R=2_46%)
R=2.21%
N
O
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1051.02
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1051.57
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060 1060
050 1050
040 1040
030 1030
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UOU IUOU
070 1070
060 1060
050 1050
040 1040
030 1030
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080 1080
070 1070
060 1060
050 1050
040 1040
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080 1080
070 1070
060 1060
050 1050
040 1040
030 1030
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UOU luau
070 1070
060 1060
050 1050
040 1040
030 1030
020 1020
30150.00
N'LY
CL
CL
LY
R
W
90'
R W
R/W
IJZ
I
44'
TC
2' 1
44'
44'
44'
I 1
34' 12'1
34' 12'
34' 12'
DEDICATION
(R=2.39%)
R=232%
I
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1050.79 1
1051.06 1
SIN
R=2.3 %
o
TC
TC
(R=2_45%)
(R=2.55%)
R=2.06%
Ly p
N
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J
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1051.02
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1051.29
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1
1
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0
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1
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30+00:00
N' Y
34'
CL
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R
W
R W
R W
R W
IJZ
I
44'
TC
2' 1
44'
44' 1
DEDICATION
I 1
34' 12'1
34' 12'
DEDICATION
1047.74
(R=2.39%)
R=232%
I
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1050.79 1
IJZ
SIN
R=2.3 %
o
TC
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(R=2_45%)
R=2.06%
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1051.02
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29150.00
R W
34'
12'1
11
DEDICATION
R W
R
R W
90'
1050.51 1
IJZ
I
44'
TC
(R=2.87%)
R=2.25%
2' _ 1
DEDICATION
I 1
34' 12'1
1
DEDICATION
1047.74
(R=2.39%)
R=232%
I
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1050.74
TC 1
SIN
R=2.3 %
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90'
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I
44'
44' 11
_
44'- --
f
---_ 44'
2' _ 1
DEDICATION
I 1
34' 12'1
34' 12' 1 1
DEDICATION
1047.74
(R=2.39%)
R=232%
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1050.16 1
TC 1
(R=_2-_15%)
R=2.3 %
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28150.00
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9
44' 44' 1 2' 1
34' 12' DEDICATION
1049.81 1
TC
(R=2.51%) R=2.197.
1050.04
rnN R/W
pjU_ O (n O J 1
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070 1070
060 1060
050 1050
040 1040
030 1030
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UOU
070 1070
060 1060
050 1050
040 1040
030 1030
020 1020
070 1070
060 1060
050 1050
040 1040
030 1030
020 1020
N'LY CL ' Y
R 1W R W R/W
44' 44 2' 1
34' 12' DEDICATION
1
1049.46
TC
R-27.(R=2x52
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1
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27150,00
27100.00
N' Y CL S LY 1
R W R W R W
44' 44' 2' 1
34' 12' DEDICATION
1048.76
(R=239%) R=2.15% TC 1
= .3 -
I I 1048.99
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Ic:l Q N Q J I
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N' Y CLS
34'
12'1
DEDICATION
R W
R W
90'
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1049.11 1
I
44'
44' 11
IX TC
I
- -- (R=2__:_-30%)
R=2.17%
DEDICATION
I 1
34' 12'1
34' 12'
1048.41
1047.74
(R=2.39%)
R=232%
I
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TC 1
1049.34
I1048.29
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27100.00
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R W R W R W
44' 44' 2' 1
34' 12' DEDICATION
1048.76
(R=239%) R=2.15% TC 1
= .3 -
I I 1048.99
QNZ N
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Ic:l Q N Q J I
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LY 1
R
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R W
90'
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2' 1
44'
44' 11
2' 1
44'
34' 12'
DEDICATION
DEDICATION
34' 12'1
34' 12'
1048.41
1047.74
(R=2.39%)
R=232%
TC 1
-
_ - - (R=2_08%
TC 1
1047.97
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1048.64
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26+00.00
N' Y CL
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R W
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R/W
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90'
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2' 1
44'
44'
2' 1
44'
34' 12'1
34' 12'
DEDICATION
34' 12'1
34' 12'
DEDICATION
1047.74
1048.06
R=_ 947.
R=2_28%
R=2.067.
_ - - (R=2_08%
TC 1
1047.97
I1048.29
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510
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030 1030
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030 1030
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060 1060
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040 1040
030 1030
020 1020
060 1060
050 1050
040 1040
030 1030
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N'Y CL
S LY 1
R
W
R W
R/W
9
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2' 1
44'
44'
44'
34' 12'1
DEDICATION
34' 12'1
34' 12'
DEDICATION
1047.74
- -- -_ - (R=2.39%)
R=_ 947.
R=2.57%
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TC 1
_ - - (R=2_08%
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1047.97
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44'44'
44'
2' 1
DEDICATION
34' 12'1
34' 12'
DEDICATION
1046.76
R=
(R=226%)
R=2.57%
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1047.41
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R=1.79%
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R
W
R W
RTW
90
2' 1
2' 1
44'
44'
34' 12'
DEDICATION
34' 12'1
DEDICATION
1046.76
R=
(R=226%)
R=2.57%
�
1047.09
(R=2.29%)
-- - I-_
R=%
1.93
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TC 1
1047.32
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24+00.00
N' Y CL
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R
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R W
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2' 1
44'
44'
34' 12'
DEDICATION
1046.76
R=
(R=226%)
R=2.57%
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-- - I-_
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070
060
050
040
030
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070
060
050
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060
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030
020
PROFILE SCALE:
WU/�# 8-360382506 �i9P >5-017
BASIS OF BEARINGS: BENCH MARK: p O SHOULD CONSTRUCTION OF THE REQUIRED Q�tOFESS/pN Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
SEE DETAIL SHEET 1 ,CITY„OF FONTANA BENCHMARK NO. IMPROVEMENTS NOT COMMENCE WITHIN TWO �`����p�D sT�Fyc� �Thie/7esEngLn oeri/7gn/nc. STREET IMPROVEMENT PLAN
289 o YEARS OF THE DATE OF APPROVAL SHOWN HEREON � ? �� � 14349 F/RESTONE BOULEVARD DRAWN BY: SCALE:
FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF � � c� � LA M/RADA, CAL/PORN/A 90638 SANTA ANA
POWERPOLE NUMBER 61319 AT THE NORTHEAST DIAL AND CARRIED FORTH IN A DILIGENT MANNER, THE * ��R.C.E. N0. 56155r * PH.(714)521-4811 FAX(714)521-4/73 G.P. FROM STA. 23+50.00 TO STA. 36+00.00 AS SHOWN
TW❑ W❑RKING DESIGNED BY: SOUTH WEST FONT A LOGISTICS CENTER DATE:
CORNER OF THE INTERSECTION OF SANTA ANA AVENUE BES❑RE � DAYS BEF❑RE s Exp' 12-31-18 ' Q- �
CITY ENGINEER MAY REQUIRE REVISIONS TO THE � � s/ CORNER OF S ANA A CYPRESS AVE M
AND CATAWBA AVENUE. Y❑U DIG Y❑U DIG 1f' rr- �� o
ELEVATION = 1032.22' T❑LL FREE 1-800-2z7-2600 PLANS TO BRING THEM INTO CONFORMANCE WITH 9�FOp�V��.\�o�� � Date : l�0 CHECKED•BY: APP ED BY � � DRAWING NO.:
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. F � A� REIN HARD STENZEL RCE N0. 56155 � �-`t ' DATE' � � 5708
IIII.R. CITY ENGINE R.C.E. 51152