HomeMy WebLinkAbout3624-191.00m 3.00m 1.80m
1.07m
No
49
0
O
n 381.743 TC
381.719 TC 381.467 FL
E 381.443 FL
Co
o N coo
cV) 381.758 TC
381.711 TCArX1-.55E-FL
381.511 FL
FLOW
EDGE OF PVMT. 381.583 381.630
E
FS ^
51 FS o
CURB FACE
1.00m
4.30m
1.80m
FS 51
FS
n .., FS ' S1 FS
1.07m
372.234
EDGE OF PVMT. 370.012 370.
51
EDGE OF PVMT. 365.256
49
372.304 TC
i
3644.
.
17.49/21.09
0
0
I
o1
\37 .362C 369.940 FL
372.162 FL o1
365.384 TC
0
378.071 FL
E
rn
o
rn
o0
0
+
376.691 TC
C' 372.313 TC
NI
376.645 TC
co
co
376.415 FL
372.037 FL
C)
0
E 376.369 FL
372.347 TC 369.867 FL `v
FS
51 FS
Co
C)
N
CR
EDGE OF PVMT. 381.143
381.'
IfCD
v~i
376.711 TC
/1
364.204 FL
'-
376.639
N
/376.511 I -L
SCALE:
376.439 FL FL
Irvine,
49
* Exp.3/31/06 *
A.N.
BY
1.07m
1.07m
381.271 TC
1.0Om 3.00m 1.80m
PREPARED
4.30m
FLOW
381.071 FL
49
"
1.07m
DATE:
M
N
UQ
EDGE OF PVMT. 376.511
2.10m
376.583 E
o
oN
FS
51
FS
CURB FACE c-'.4
�
"'
0 381.274 TC
cl
//f
es _ /\►
ALJ (. O 0J
380.998 FL
a
APPROVED
DR. NO. SHT. NO.
ti
u
J HN CURT
V)
R.C. NO. 26229
_
DATE
99089-1234
CITY ENGINEER RCE #51152 DATE
3624 19 OF 44
tJ
.34
49
1.07m
1.001
3.0Om 1.80m
E�^0
EI^0
Loom
CURB FACE �'
FS 51
FS
n .., FS ' S1 FS
EDGE OF PVMT. 372.176
372.234
EDGE OF PVMT. 370.012 370.
51
EDGE OF PVMT. 365.256
FLOW
370.140 TC
372.304 TC
i
3644.
.
17.49/21.09
372.104 L
I
o1
\37 .362C 369.940 FL
372.162 FL o1
365.384 TC
E
378.071 FL
E
rn
o
rn
o0
N
of E
o rn o0
o
C' 372.313 TC
NI
o
co
co
�' 370.143 TC
372.037 FL
C)
0
E
rn
372.347 TC 369.867 FL `v
E
o
rn
to
co
0 365.385 TC
M
372.071 FL
o 364.480 TC
o
�
�
cn
364.204 FL
'-
N
N
to
SCALE:
49
Irvine,
49
* Exp.3/31/06 *
A.N.
BY
1.07m
1.07m
1.00m
1.0Om 3.00m 1.80m
PREPARED
4.30m
1.80m
EI^0
' Underground Service Alert
100R rG�o Call: TOLL FREE
1-800
227-2600
TWO WORKING DAYS
BEFORE YOU DIG J
NOT TO SCALE
REFERENCE PLANS
E ^
CURB FACE �•'
3
7
i I �-- Il FLOW
381.291 T -C
381.091 FL E
C)
to
O
381.285 TC
381.009 FL
E
CD
CURB FACE �•'
3
7
/ ::� Ii FLOW
070.159 TC
369.959 FL E
0
0
0
370.153 TC
369.877 FL
E ^
CURB FACE `�'•
3
/
7
FLOW
-T
76T 5ai----
364.301 FL E
0
co
0
364.493 TC
364.217 FL
1.0Om 3.00m 1.80m
1.07m
49
* REVERSE INLET POSITION
N
N
0
379.537 TC o 379.570 TC
E 379.261 FL 379.294 FL
0
o ( i
En 379.589 TC o
379.527 TC 379.389 FL
379.327 FL
-vv If
Ik t FLOW
EDGE OF PVMT. 379.399 379.461
E
FS
51 FS CURB FACE c --!n
3
E
FS 51 FS 3
EDGE OF PVMT. 378.141 378.172 CURB FACE
FLOW
378.279 TC
378.079 FL K379=7-
E N I 378.107 FL of
C" N co
378.284 TC D
378.008 FL 378.299 TC
N 378.023 FL
49
1.07m
1.00m 3.00m 1.80m
E
FS FS
CURB FACE c'
51 3
EDGE OF PVMT. 368.062 368.082
FLOW
368.190 TC
367.990 FL 68.210 TC
0
1 368.010 FL E
0 o coo
O
368.194 TC N
367.918 FL 368.204 TC
367.928 FL
V)
H
N �
49
1.07m
1.00m 3.00m 1.80m
E
O
rn
0
EDGE OF PVMT.
1.80m 2.10m 1.80m -
52
.80m
q52
43
0
ow
CV=
Z 383.198 TC
383.179 TC o a 382.922 FL
382.903 FL o o E
NmN
(nn�= `' 383.240 TC o
NiiF:I;�
CONSTRUCTION NOTES
43 CONSTRUCT CATCH BASIN TYPE "A" PER SAN BERNARDINO
COUNTY ROAD DEPT. STD. NO. 206; WIDTH = 2.1 m (7.0')
49 CONSTRUCT DRAINAGE INLET TYPE OL PER CALTRANS
STANDARD PLAN NO. 072; CURB OPENING L, PER PLAN
51 CONSTRUCT GUTTER DEPRESSION, INLETS ON GRADE PER
CALTRANS STANDARD PLAN NO. D78
52 CONSTRUCT LOCAL DEPRESSION TYPE "B" PER SAN BERNARDINO
COUNTY ROAD DEPT. STD. NO. 203B
REVISION?
DATE ( I DATE
Loom
CURB FACE
375.336 TC
SHEET
FS
51
FS i ...
3
FS
51
EDGE OF PVMT. 365.256
0
365.261
EDGE OF PVMT. 364.348
3644.
.
17.49/21.09
V) -j
FLOW
FOR REDUCED PLANS ORIGINAL o 20 40 60 ea
378.347 TC
365.384 TC
E
378.071 FL
364.476 TC
o
rn
365.184 FL��--
I
N
o
364.276 FL
NI
Hill
co
co
365.189 FL
C)
0
E
rn
C"
00
of
co
o
E
o
rn
to
co
0 365.385 TC
M
4.30m
o 364.480 TC
o
365.109 FL
�
365.387 TC
364.204 FL
'-
m
N
365.111 FL
SCALE:
420 Exchange, Suite 100
Irvine,
CA 92602 •714/665-4500
* Exp.3/31/06 *
A.N.
BY
V)1
AS SHOWN
x:
Cn
PREPARED
49
OF -
OF* CAUF�
49
BY
1.07m
DATE:
1.07m
1.00m
2.10m
1.80m
1.00m
3.00m 1.80m
' Underground Service Alert
100R rG�o Call: TOLL FREE
1-800
227-2600
TWO WORKING DAYS
BEFORE YOU DIG J
NOT TO SCALE
REFERENCE PLANS
E ^
CURB FACE �•'
3
7
i I �-- Il FLOW
381.291 T -C
381.091 FL E
C)
to
O
381.285 TC
381.009 FL
E
CD
CURB FACE �•'
3
7
/ ::� Ii FLOW
070.159 TC
369.959 FL E
0
0
0
370.153 TC
369.877 FL
E ^
CURB FACE `�'•
3
/
7
FLOW
-T
76T 5ai----
364.301 FL E
0
co
0
364.493 TC
364.217 FL
1.0Om 3.00m 1.80m
1.07m
49
* REVERSE INLET POSITION
N
N
0
379.537 TC o 379.570 TC
E 379.261 FL 379.294 FL
0
o ( i
En 379.589 TC o
379.527 TC 379.389 FL
379.327 FL
-vv If
Ik t FLOW
EDGE OF PVMT. 379.399 379.461
E
FS
51 FS CURB FACE c --!n
3
E
FS 51 FS 3
EDGE OF PVMT. 378.141 378.172 CURB FACE
FLOW
378.279 TC
378.079 FL K379=7-
E N I 378.107 FL of
C" N co
378.284 TC D
378.008 FL 378.299 TC
N 378.023 FL
49
1.07m
1.00m 3.00m 1.80m
E
FS FS
CURB FACE c'
51 3
EDGE OF PVMT. 368.062 368.082
FLOW
368.190 TC
367.990 FL 68.210 TC
0
1 368.010 FL E
0 o coo
O
368.194 TC N
367.918 FL 368.204 TC
367.928 FL
V)
H
N �
49
1.07m
1.00m 3.00m 1.80m
E
O
rn
0
EDGE OF PVMT.
1.80m 2.10m 1.80m -
52
.80m
q52
43
0
ow
CV=
Z 383.198 TC
383.179 TC o a 382.922 FL
382.903 FL o o E
NmN
(nn�= `' 383.240 TC o
NiiF:I;�
CONSTRUCTION NOTES
43 CONSTRUCT CATCH BASIN TYPE "A" PER SAN BERNARDINO
COUNTY ROAD DEPT. STD. NO. 206; WIDTH = 2.1 m (7.0')
49 CONSTRUCT DRAINAGE INLET TYPE OL PER CALTRANS
STANDARD PLAN NO. 072; CURB OPENING L, PER PLAN
51 CONSTRUCT GUTTER DEPRESSION, INLETS ON GRADE PER
CALTRANS STANDARD PLAN NO. D78
52 CONSTRUCT LOCAL DEPRESSION TYPE "B" PER SAN BERNARDINO
COUNTY ROAD DEPT. STD. NO. 203B
REVISION?
DATE ( I DATE
FLOW
1 �--
E
CURB FACE
S 51 FS
Loom
4.30m 1.80m
375.336 TC
SHEET
1.07m
.- w
49
AiF-Jl�s
OI
rn
cn
N
t
0
08
E
Qoi
375.343 TC
375.114 FL
0
17.49/21.09
V) -j
N
FOR REDUCED PLANS ORIGINAL o 20 40 60 ea
378.347 TC
M
E
378.071 FL
o
rn
SCALE IS
N
o
2.10m so
NI
Hill
378.341 TC
49
378.141 FL
E I
P
EDGE OF
PVMT. 378.213
378.'.
�51
4.30m
FS
FS
FLOW
1 �--
E
CURB FACE
S 51 FS
EDGE OF PVMT, 375.208 375.
ROUTE
375.336 TC
SHEET
TOTAL
.- w
375.186 FL
AiF-Jl�s
OI
rn
cn
N
t
SHEETS
08
E
Qoi
375.343 TC
375.114 FL
V
17.49/21.09
V) -j
V)
FOR REDUCED PLANS ORIGINAL o 20 40 60 ea
LU
W
i52
SCALE IS
IN MILLIMETERS ' ' 1 I + a
1.80m
2.10m so
1.80m
Hill
retail Inc.
49
CITY OF FO TANA, CAL11 OR IA
E I
P
1.07m
1.00M
���4���CURi
'
4.30m
1.80m
DIST
COUNTY
ROUTE
KILOMETER POST
SHEET
TOTAL
.- w
TOTAL PROJECT
No
SHEETS
08
SBd
66
17.49/21.09
V) -j
378.375 TC
378.099 FL
E
C)
"1-70 zoe Tn O
1 FLOW
E ^
CURB FACE
3
E ^
CURB FACE C'1
3 v
7
_.._. FLOW
375,386 TC
375.236 FL E
O
CO
0
375.373 TC
375.144 FL
E
CD
CURB FACE `-1
F 51 FS 3
EDGE OF PVMT. 365.437L 365.462
FLOW
365.558 TC
365.358 L65.585
Eo 365.385 FL o
rn o
0
�' 365.563 TC Do 3
365.287 FL 65.577 TC
365.301 FL
49
1.07m
1.00m 3.00m 1.80m
EDGE OF PVMT.
383.188 TC ,/
382.988 FL
0
383.179 TC
E ^
CURB FACE c!
3�
1 0
JVJ.VTV I L E
0
co
0
383.198 TC
382.922 FL
etric
C)
�
ow
=
\
CV Z
C>
.- w
Y O
NOTE:
ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE.
moU"'
V) -j
FOR REDUCED PLANS ORIGINAL o 20 40 60 ea
LU
W
i52
SCALE IS
IN MILLIMETERS ' ' 1 I + a
1.80m
2.10m so
1.80m
E ^
CURB FACE c!
3�
1 0
JVJ.VTV I L E
0
co
0
383.198 TC
382.922 FL
etric
NOTE:
ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE.
FOR REDUCED PLANS ORIGINAL o 20 40 60 ea
SCALE IS
IN MILLIMETERS ' ' 1 I + a
EA 317900
UL] Lj17"
Hill
retail Inc.
QROFESS/pN
y��ql��
CITY OF FO TANA, CAL11 OR IA
E I
P
���4���CURi
'
x:
A
Civil Engineering •
Planning • Surveying • Public WorksU7"
W
c�
No.26229
m
DRAWN BY
STREET &DRAIN. IMPROVEMENTS
SCALE:
420 Exchange, Suite 100
Irvine,
CA 92602 •714/665-4500
* Exp.3/31/06 *
A.N.
BY
FOOTHILL BOULEVARD - ROUTE 66lvl\
AS SHOWN
x:
DESIGNEY
PREPARED
UNDER THE SUPERVISION
OF -
OF* CAUF�
BY
ONS
LOCAL DEPRESSIONS
DATE:
CHECKED
E.M.R.
MAY 2005
//f
es _ /\►
ALJ (. O 0J
JOB NO.
APPROVED
DR. NO. SHT. NO.
ti
u
J HN CURT
H G
R.C. NO. 26229
_
DATE
99089-1234
CITY ENGINEER RCE #51152 DATE
3624 19 OF 44
tJ
.34